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Home My WebLink About0181 NORTH STREET /k / 7t�7�16 �j4 3 f moll 1 ,� �, ,, �, �� i ._ . - __.. u. _ � , r --,�.. - ,� - - �g�4�4'0 ��.� cr�� \ . � � �� _ �< ., �I i i Via Town of Barnstable `d e � Building v Post:This Car=d,So That rt isVislble From the Street=.Approved Plans,Must be RetainedonUJob andthis Card MusibeKept sA112�£TCA$LE, " f ' mac."§ "&` 'ra ,� ,.,B� �'. ;, �w f. • " " PostedUntil-Final Inspection Has Been Made "era � f ��; yam ` ` of Occua"nc`_is Re wired sueh;Buldm ahall Not be Occu led unt�i a Fnalt,lns'ection„hasYbeen made ; Permit r Where a Permit No. B-20-370 Applicant Name: Matthew Dixon Approvals Date Issued: 02/24/2020 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 08/24/2020 Foundation: Commercial Map/Lot: 308-075 Zoning District: HVB Sheathing: Location: 181 NORTH STREET,HYANNIS Contractor Name: Framing: 1 Owner on Record: WILLIAM STREET CORP C retractor License:, 2 Address: 100 NORTH FRONT STREET Esty Project Cost: $50,000.00 Chimney: NEW BEDFORD, MA 02740 .'' Pem�t Fee: $555.00 Description: Modify/Rebuild Menu Board wall,including tiling Replace/ Fee Paid $555.00 Insulation: Modify service counter. °' x n ate D 2/24/2020 Final: 9p Project Review Req: a . « Plumbing/Gas 40 , Rough Plumbing: Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Plumbing: .All work authorized by this permit shall conform to the approved appli ation and t'IJ6 approved construction documents f vhfich!this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shalfibe in compliance with the local zohing'by laws and. codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire,duration of the Final Gas: work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by�the Bwldmg 6nd,Fir6 Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work.r` � � Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue ping is mstalle'& 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy 'Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable s na Post This Card So That:it is Uisible'From the Street Approved Plans Must be'Retained on'job and'this Card Musf be Kept Sign Permit Posted Until'Final Inspection Has Been Made. r ; i63$ B, e a. s _ r " Where a Certificate of Occupancy as Required,such Building shall Not be Occupied until a-Final Inspection has been made Permit#: 9-19-976 Applicant Name: Dan Waddell Approvals Date Issued: 10/28/2019 Current Use: Structure Permit Type: Building-Sign Expiration Date: 04/28/2020 Foundation: Location: 181 NORTH STREET, HYANNIS p/ 08-075 Zoning District: HVB Sheathing: Ma Lot 3 Owner on Record: MCBEE,MARK Contractor Name: --,DRAKE T ELLIOTT Framing: 1 Address: 187 North Street Contractor,License` 21312 2 Hyannis, MA 02601 E , Est. Project Cost: $ 15,000.00 Chimney: i Description: Installing(2) new Menuboards(1 each drive thru lane)and (2) Pre- Permit Fee: $ 100.00 sell units 1 each drive thru lane). Install new',concrete footingand Insulation: t new electrical conduit to Menuboards. Fee Paid;:f $ 100.00 Date. 10/28/2019 Final: Project Review Req: , i Plumbing/Gas Rough Plumbing: Zoning Enforcement Officer Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and'the,'approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. It F Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are,provided on this,permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing ` 2.Sheathing InspectionRough: ,._..- 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Sign TOWN OF BARNSTABLE Permit MASS. 1639. Permit Number: Application Ref: 201501121 - 20071083 Issue Date: 03/26/15 Applicant: WILLIAM STREET CORP Proposed Use: GENERAL OFFICE BUILDING Permit Type: SIGN PERMIT Permit Fee $ 75.00 Location 175 NORTH ST.(McDONALD'S REST Map Parcel 308075 Town HYANNIS Zoning District HVB Contractor PROPERTY OWNER Remarks 2 WALL SIGNS LOGO M 14 SQ EACH Owner: WILLIAM STREET CORP Address: 100 N. FRONT STREET NEW BEDFORD, MA 02740 Issued By: PC POST T�IIS CARD;SO THAT IS VISIBY.E FRAM THE S REET Al EVE Town of Barnstable Regulatory Services ( � SAMSTAIM Richard V. Scali,Interim Director b A` Building Division b Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# Building Official approving y Application for Sign Permit Applicant: _--___Assessors No_E n�=Z Sr— Doing Business As:C, Fay kV1,C.>ISA !Vc& _Telephone No.�03" 7�S�� Sign Location Street/Road: 1 Z �A Wkk _— Zoning District:JJV�S Old Kings Highway? Yeqg)Hyannis Historic District? Ye-so Property Owner f Name: A�wv V1eae '�- � —Telephone:_�g'2 "-190 Address: Sa Olives St &ire W-1 MA---Village:--- Sign Contractor Name: Si Owe �►�-L��A t S —Telephone: D 775�7 ? -- s Mailing Address:_��JC�s1 ��_-1' '�1 tW6 [ 3 _ Description — �� Please follow the cover directions.You must have an accurate rendition of sign with dimensions and location. Is the sign to be electrified? es o (Note.Ifyes,a w hog permit is requil-ed) `U Width of building face '4 S ft x 10 m x.10 m `1 Ktv '1 Check one Reface existing sign or New ✓Total Sq.Ft.of proposed sign(s) Ifyou have additional signs please attach a sheet listing each one with dimensions If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of §240;59 through§240-89 of the Town of Banis ble Zonin rdinance. Signature of Owner/Authorized Agent: Date i 9 f 6 SIGNS/SIGNREQU revised 110413 02/13/2015 10:23AM 5082302355 MCBEE ENTERPRISES PACE 02/02 , McBee Enterprises 50 Oiiver Street Suite WAB �r~r� North Easton,MA 02356 Phone:508MO-2190 Fax:508/230-2355 February 12,2015 To Whom It May Concern: The McDonald's—175 North St-in Ayaunis MA,autborizes Sign Power in Brentwood NH,to pull Permits and install signs at the above relexeaaeed M. cDonald's restaurant property. Sincere , . Mark McBee Owner/Operator McBee Enterprises 50 Oliver Street,Suite W-1B N.Easton,Ma.02356 508-230-2190 If pages were not received in good condition,please advise. Date Faxed: V1212015 Time Faxed: 9:47 AM i DOUBLE ARM GATEWAY co Q' ORDER HERE CANOPY(QTY 2) S p DD �. j r MENU BOARD(QTY 2) [ilia O ® WINDOW POSITION SIGN 1 44 h WINDOW POSITION SIGN 2 CWWALL ARCH(QTY 2) O ® WELCOME LETTERS(QTY 2) >r _m. ._. + ''' �i DIRECTIONAL Customer: Date: PteparedBy: Eng: lYm[alrcmopmm+ramkmn.tmd�i�gapdnwg�dadnaiop,AorolaemrdoeP6Barm�dmmCM1n% ff0DfSTRIBUTED BYStGNUPCOMPANY MtDONALO'S 09/17/13 ISU X uu��a � p � nls�aem»w m.�as 79on,eStreetSou1w Location: File Name: AElffl v O BOx wn Watertown.SD 57zot-oiw HYANNIS,MA 111648-175 NORTH ST,HYANNIS,MA-PROGRAM BOOK SIONMAMEBS/MAVEBB/LBERS 1(OW)$43-9888•tv—peteona-inc.com FRONT ELEVATION /10'RCE 35'RCE 42"WALL ARCH - ®8"WELCOME LETTERS ._ MEN 0 I .. _- -.• .ram \ ♦ •tea — 24'-6"+/- LED CANOPY FASCIA SCALE: 3/16"=1'-0" Customer. Dam: Prepared By: E Nomtdem umtr n°tm' yea' 19mMmdmPl6wbdmmGMla L® DISTRIBUTEDBY SIGN UPCOMPANY ng: grwmH ° . McDONALD'S 09/17/13 ISU X m t°uk°d° " °""tip P"��°sa Pssm "�°'�m°°"� "�°�e� ,f�Jllb 7nnriatstreetsnudawast Location: File Name: UU..«.. L�IJ lJ [/�,f[f(f �Boxuo Watertown.SD 57zm-auo HYANNIS,MA 111648-175 NORTH ST HYANNIS,MA-PROGRAM BOOK SIONMAMEBS INACEBN/LBEBS 1(800)843-"88 s w persona-inacom NON DRIVE-THRU ELEVATION 42"WALLARCH Q1 ®8"WELCOME LETTERS —-— i o . n O LED CANOPY FASCIA SCALE: 1/8"=1'-0" Customer: Date: Prepared By: Errg Namur aM em s DISTRIBUTED BY SIGN UP COMPANY MCDONALD'S, 09/17(13 ISU X � � �PepaanmaPdu�ae�tnwm�m.ogoub n�n��Mn 7ooxrst5treet5outhwost Location File Name: Po�xr° Watertown,SD Axoroxto HYANNIS;MA 111648-175 NORTH ST HYANNIS,MA-PROGRAM BOOK S/BNMAURS/MASEBY11DEBS t(800)843-9888•�persona-inc.com � 4 � 4'-0"_ <A:-] s 177"YELLOW PIGMENTED MODIFIED RETURNS PAINTED MCDONALD'S I MOLDED ACRYLIC FACE/LETTER BODY SILVER(OPAQUE) ELECTRICAL OUT PROVISION: THRU BACK,NEAR POWER SUPPLY s } 177"YELLOW PIGMENTED MODIFIED ' e 150"POLYCARBONATE INSERT PAINTED WHITE MOLDED ACRYLIC FACE/LETTER BODY in . FLEXIBLE CONDUIT -- P LED POWER SUPPLY AS REQUIRED WHITE LED'S AS REQUIRED — +' .040"ALUMINUM BACK ) MOUNTING HARDWARE AS REQUIRED Il WHITE LED'S AS REQUIRED .118"POLYCARBONATE INSERT PAINTED WHITE ) ' COUNTERSUNK FASTENERS �l i DRAIN HOLES FRAME&LAMP DETAIL CROSS SECTION A-A SCALE: 3/4"=V-0" SCALE: 3/4"=1'-O" 1 1 i 1 FRAME DETAIL: DESIGN FACTOR: TBD .177"FORMED YELLOW PIGMENTED(PMS 123 C) MODIFIED ACRYLIC FACE/LETTER BODY EXTERIOR FINISH: PAINTED MCDONALD'S SILVER(OPAQUE) INTERIOR FINISH: PAINTED STARBRIGHT WHITE (OPAQUE) .118"POLYCARBONATE INSERT PAINTED STAR-BRIGHTWHITE .040"ALUMINUM BACK LETTER BODY REMOVABLE FOR SERVICE ACCESS U.L.APPROVED ELECTRICAL: 0.85 AMPS,120 VOLTS SQUARE FOOTAGE: GRAPHIC DETAIL BOXED=14.00 SCALE: 3/4"=V-0" ACTUAL=4.90 Customer: Date: Prepared By: Note:Cd—etpmmaynottxe.annheo eangaprinnghsdrmvg.AumorsuaedarcpMSm6edaeuC,Stvlt i DISTRIBUTED BY SIGN UP COMPANY McDONALD'S 09/17/13 ISU equivalent.It these olm are i—eel,please Provide the coma PMS match and a revision to Otis drawing will be made. 700215t Street Southwest File Name: En FORff PO Box 210 Location: g lYatertown,SD(800)843-9888.201-0210 www personasigns.com HYANNIS,MA 111648-175 NORTH ST,HYANNIS,MA-PROGRAM BOOK _— - sisa,�aKEAs itifasEsuaoEAs TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID W8 075 GEOBASE ID 22044 ADDRESS 181 NORTH STREET PHONE HYANNIS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT . 86463 DESCRIPTION OCCUPANCY FOR DYS OFFICE #83130 PERMIT TYPE BCOFI.T TITLE OCCUPANCY/TENANT FITOUT CONTRACTORS: Department of ARCHITECTS: P Regulatory Services TOTAL FEES: $75.00 BOND � $.00 111E CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE * IUMSPABLE, MASS.' 039 BUILDING DIVISION Y DATE ISSUED 08/29/2005 EXPIRATION DATE L � I��PCE LkD- S� . �08 075 - )44 . �:_ADDRE181 NORTH STRE ;" PH NR HYANNIS t A' ;, ZIP LOT , LOT SIZE DBA DISTRICT HY PERMIT 83130 JT OUT (DYS OFFICE) PERMIT TYPE BREMODC; TITLE 'AL' ALT/CONV CONTRACTORS: � �, ARCHITECTS: Department Of Regulatory Services TOTAL FEES: -'$586.00 BOND $.00 CONS`i'RUCTION COSTS $60,000.00 437 NONRES./NONHSKP ADD/CONV 1 PRIVATE. �' 0I'` I F * BARNSTABLE, MAM � 16.39. �FD MA'S a BUILDING DIVISION BY /( 7 " V � , DATE ISSUED 04/01/2005 EXPIRATION DATE TOWN-OF BARNSTABLE ' -' f BUILDING PERMIT . . PARCEL; A- :�8 67,ci , GEOBASE ID �2044,��% ` { ADDRESS 181 `NOR"IH :STREET r Pff6NE `HYANNIS„ ZIP - LOT BLOCK LOT SIZE _ DBA f . DEVELOPMENT r. 'DISTR1 CT I PERMIT 83130 ? DESCRIPTION TENANT FIT ,OUT tt YS OFFICE) PERMIT. TYPE BREM.ODC. TITLE COMMERCIAL ALT/C r , _CONTRACTORS � De artment of ARCHITECTS: p ` Regulatory Services TOTAL F'.EES $586.60 J 1 BOND _ $.40 1� CONSTRUCTION COSTS $60 66o m 00 "'1•� i 437 NONn. S./NONHSKP ADD/CONV 1 PRIVATFi *,-sAMSrABLE,039. • •..,MARS. A`� �BUILD'fNG IVISION BY DATE ISSUED 0 /01/2005 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY'OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN. CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. CH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 .. � 2 �e 3 1 ATI G INSPECT APPROVALS ENGINEERING DEPARTMENT 2 ' BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRU`C- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. ' NOTED ABOVE. TON. CJILi'rU�-/ • r I r� it w ,i t s • III. I a I I I I , I I I I I, n- TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL„ID 308 075 CEOBASE ID 22044 ADDRESS 181 NORTH STREET PHONE 'I 'HYANNIS ZIP w 1 LOT BLOCK LOB. SIZE DBA DEVELOPMENT . DISTRICT HY PERMIT 86463 DESCRIPTION OCCUPANCY FOR DYS OFFICE #83130 PERMIT TYPE BCOFIT TITLE OCCUPANCY/TENANT FITOUT CONTRACTORS: Department of ARCHITECTS Regulatory Services TOTAL FEES: $75.00 BOND $.00 pU CONSTRUCTION COSTS $.00 �i► 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 0. * E AMSTABLE, MASS. 039. 1� r FD MAl A BUILDING DIVISIO BY DATE ISSUED 08/29/2005 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS l 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING PERMIT i T I� y� y_ d oyr R �i�' 'fin h � ��'•4...�.r \ .Y.�e"t". _ T _ —,y i ' r nri 'niJ� yg Bey.. now I 181 North St, a • � � p ` �,�. �I 81 North St. , yH annis 1 /2/09 AAfth �.� s T RESERVED W_ PARIUNB -� �' � Quarter Pounder, with Cheese . arnunumrrraan�t�n[�aeaaoe�u.ro n••�• � r rl�]k�ol�S 7z�-9_73 _!-- Ai i a�AW �_____.�---- ---a-� -- .....__.�--__.__ - ---- -- ��___._.�_ .r.._,__.�_�.__-_.�.__.__� �-.. .-...�_ .y _ _. "� ._._ .�. I_ .- ---- -��----- - ---- -----r ------- - e__________.__�__. _� i I J �_._._�---- -^ _�_.1-__.._ __ , ___,..�.__. _._.__-___ f �.�..__._�-..^._._.. ____ ____.- _._.�_-- _ _� II � I I .�� _____.._,_�.___.�r__�_._�.� _.______ _- t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel M-07-6 2(�/,Z&Z Permit# _SI 9 l ,3 0 Health Division Date Issued O-� Conservation Division F e 'i U 1F SSA iP1ItcpA�E� Tax Collector ?�15 BAR 3 i Permit Fee �G ^ 0 Treasurer QM 9' 54 Planning Dept. Date Definitive Plan Approved by Planning Board 0IVISION Historic-OKH Preservation/Hyannis Project Street Address Village .Ci n n 9 S Owner _W I 0 J( CDEP Address (fXS I(B MT 5T7, Alew ,8 QA( Telephone 5ng eI9O � 3 0 F_A Y_ 50 R q Q `1 D 32 3 1A 0.27Td Permit Request ) PToat :g - ()!7 r P_UI 5—±ij0Q 75,0 0rP Square feet: 1st floor: existing YO OOO proposed AIA 2nd floor: existing YA propo ed ._ Total new Zoning District C:,3h 6CD &iYFlood Plain IVA Groundwater Overlay lV4 Project Valuation 441 � Construction Type Lot Size 3 1'� f}��ES Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes O(No On Old King's Highway: ❑Yes ONo Basement Type: 'AFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: A Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial OYes O No If yes,site plan review# Current Use Proposed Use W c ' BUILDER INFORMATION NameI I 1 VG r10 Telephone Number (jk8 990 k30 60 Address )C)b /\(-C ont License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO PIM y� SIGNATURE DATE �?°�� FOR OFFICIAL USE ONLY PERMIT NO. _ f DATE ISSUED MAP/PARCEL NO. \ ADDRESS VILLAGE OWNER DATE OF INSPECTION: I FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 'DATE CLOSED OUT ASSOCIATION PLAN NO. 03/31/2005 10:17 5087786448 HYANNI.S' FIRE FUGE 01 � 910 0 7-� 4vuti ,s, 95 HIGH.SCHOOL RD. EXT.HYANNIS,MA.02601 HAROLD S. BRUNELLF, CHIEF FIRE' st, OIA ygy VE nrurrWn.Ra atw}aesaearu q BUREAU BUSINESS PF FJNE:(508)775-1300 FACSIMILE PHONE,(S08)778-6448 1,T.11DONALD H.CHASEJR,CFI Y.T.ERIC F.gYLTHY.JM,CFI f FUXF_ PREI''ISriI'Y"fON OMCER FIRE PREVENTION OFF CER OUILDINGi COPE COMPLIANCE FORM THIS FIRE O PREVENTION BUREAU HAS REVI€WE THE PLANS DATED. r- 06 FOR THE PROPERT'Y LOCATED Ai ALSO KNOWN AS; r� � C3�f c Ce� THE CHART BELOW IiNDIC/ATES. THE STATUS OF OUR REVIEW; ::'TyW :OP, iV 4'RllC 1 fC?i!1 p #! .. IAA RECEIVED REIIIEVVIE�D COMPLIES it F10601:' 2, IFtIr -It�I�IIV' I od A 5: ,..,3-HYP.FtANtLLOI(,�ATIQ-N/.' "AT0SUPPLY, '4•�5P •"iNKLER SY5'I~ 6..';� ';` "+ �'�,t^+J •„ PLEA _,...� S=SPAINK1.ER 60NTkOi('f&Ipmltl4i W f+-ST�iNgF�IPE 51�S�7�Nt ,,,.• ,.�/ rt.YA.V :Lc ATI i a 8' Ii$f:IEe R'PiJiN'I~C�bt�JiVE7ltJfd ✓ :. . . 9-FIRE I?IiIEC NEI ALit Yea SYST: 10-F.P..3.9. &ANNUNCIATOR'LOCATION 11-SMOKE CONTROL P EXHAUST 12-SMOKE CONTROL E06lt'_.`LCATIVIV 13-LlFE SAFETY.S•YSTEM(,M'I;lJR 14-FIDE ,TAGUISHINO SY .TEMS _ IS-F,E-S,CONTROL EQUIP LOCATION lfiIKE.PROTFCTIOIV RO�P!hS.': .„�...-- 17-FIRE PROTtCTION E QUIP$66 4GE ..--- ta ALARM'TRANSMISSION METHotS: 19-SEQUENCE dF OF kA'TICN,REPORT � w _.-__-- 2Q ACCEPTANCE WE S jL.1 E TOE ID&UTA'ENT rA L TIE AND COMPLIANT FOR THE ISSUAliCE OF A BUILDING PERMIT, �� WE HAVE COMPLETED T E ACC FOR THE OCCUPANCY PERMIT AND BELIEVE THAT WITHIN THE SCOPE OF THE BUILDING PERMIT, THE ABOVE ISSU'FS ARE IN COMPLIANCE. The Commonwealth of Massachusetts 1 - -- Department of Industrial Accidents• 600 TWashington Street s T Boston,Mass. .02111 v Workers' Com ensation.•Insurance Affidavit-General Businesses IlSme: f 1 ,. address: 1 L �(�� state` z oa zZIbane# 0303 work site locatioli MM address): //19qa*_ af713 i4 I am a sole proprietor and have no one business Type: 3 Retail❑Restaurant%Bar/Eating Establishment working in any capacityffice❑ Sales('including Real Estate,Antos etc.) ❑I am an em to er with eta blo es full& arttim e-).. Other � I am an employer providing workers' compensation for my employees working on this job.. .� ad$re'ssz' - •:i Done#•��.` . .r -'t - .insiiralice.cdr' •y� oh .#� �� V00/07/007/0 WIN I am a sole proprietor and-have hired the independent contractors listed below.who have the followingworhers' compensation polices: �'• •�; ••':emu xi•�'' _ t�''•d�::v`; �, comUanv Hamer : • i• ::i. - addsess:. insurance co. :4�� - •o1ic :.#�' r.a.`::.�;•:^''r'�'• [MMMEM/Eff_ Y. t•' eddress:. . :. . . •."..' ' : 1'4:f. ' y cl{y: :-.�� _ .A:� ,.r�:-.•. ,,:,t. r;1•�"'`_?' is:K-. ..5:. .r'4� .S^f.:: I lnsurance:so:-�:..:, •.:..•.. .._:• .-.a . •'�• •:.:.::....•..-.:'_ :. :. . ;_;,:; •.:,olic::•:#';�'::-:;•�;�`•:':-�:.... - Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of s 13ne up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the foim of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that p copy of this statement maybe forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certi nder the ain and penalties of perjury that the information provided above is true and correct 5�05 Signature c Date Print name S S Phone#.� �� official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office Health Department contact person _—— _ phone#; ❑Other (revved Sept 2003) L Information and Instructions. Massachusetts general Laws•chapter 152 section 25 requires all employers.to provide workers'•compensation for their.. employees: As quoted from the i'law", an employee is defined as every person in the service of another under any contract of hire, express or implied; oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or mqre of the foregoing engaged in a joint enferprise, and including the legal.representatives of a deceased:employer, or the receiver or trustee of an individual,partnership,. association or other legal entity, employing employees. •However the owner of a dwelling house having not more than three apartments and-who resides therein., or the.occupant. f the.dwelling house of another who,employs persons to do.mamtenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employmentbe deemed to be an employer.,..:;. MGL chapter 152 section 25 also states thateve-ry. state br local licensing agency,shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the.cbmmonwealth for any applicant who has not produced acceptable evidence•of compliance with the insurance coverage required: Additionally,neither the commonwealth nor.any.of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting . authority. �%%//%%////%%///%�/////%///%/////O%%%//%%%%%/O�%O/%%%%%%%/%%%/%///%G/%%/////G//%%%/d/%%///%%%%%%%O%%//%////�/////////////%%O/%%%�///%%O// Applicants Please fill in .the workers' compensation affidavit completely,by checking the box that applies to your situation.• Please supply company name, address,and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department.of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the pemnit or.license is being requested, not the Departzent of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to•obtain a_workers-'•compensation policy,please call the Department at the number listed below. City or Towns . Please be sure that the affidavit is complete andprinted legibly. The Department has provided a space at the bottoni of the affidavit for.you to fill out in the event-the Office of Investigations has to contact you regarding the applicant. Please be sure to fill.in the pernrit/licens.e number.which will be used as a reference number. The.affidavits may.be:returned to the Department by,mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you knave any questions, " please do not hesitate to give us a call.. . The Department's:address,telephone and fax number: The Commonwealth Of 1Vlassachasetts- Department.of Industrial Accidents BMW of ietlestlWtlona 600 Washington Street Boston,Ma. 02111 fag 11: '617)727-7749 phone#: (617) 727-4900 ext.406 r w1 t x - COMMERCIAL BUILDING PERMIT FEE 1 -�-�APPL-ICATIONIFEE .New Buildings,_Additions . , ._$150.00- - Alterations/Renovations $100.00 O O d -_._ .R,:.BuildingPermitAmendment .$50.00 FEE VALUE WORKSHEET NEW BUILDINGS square feet x$140.00/sq.foot= x.0081= ALTERATIONS/RENOVATIONS--OF EXISTING SPACE ._. square feet X$96/sq.foot= G d. 0 0 0�O O : X.0081= 7 LL C d STORAGE BUILDINGS ONLY square.feet X$32.00/sq.foot= X.0081 Comm ro'coit P J Rev:063004 ` TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 308 075 GEOBASE ID 22044 ADDRESS 181 NORTH STREET PHONE HYANNIS ZIP - LOT r BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT"TYPE BSIN DR TLRIPTION SIGNNPERMITA MARKET CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $25.00 BOND $.00 Ox THE I CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE BARN3fABLE, +' MA83. G FD M� BUI DING IVISI ``77 BY DATE ISSUED 03/22/1999 EXPIRATION DATE ` Department of Health, Safety and Environmental Services Building Division , >_ 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Tax Collector—,-,- Treasurer Application for Sign Permit Applicant , La.,.►st�c io C n lcO mzd ig i zi Assessors No. 30 W'l 7 Doing Business As: 11 lephone Noc; t Sign Location Street/Road:5'06 Ak _v�,- q�, " . Zoning District: Old Kings Highway? Yes/No Hyannis Historic District? g/No Property Owner Name: AAJ .�10 �:cx --vs `t U�Q` 'C'o r0i elephone://N-AC,R5� �'�Sm� Address: 11141tM., Village: ' 6 Sign Contractor Name: ouv 12= r:.r�i C -- Telephone Address:_ Village: `611�+ 19 501 Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes(9 (Note.Ifyes, a whingpem tisrequired) I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: Date: ell Size: Permit Fee:. ; 2-5.U� Sign Permit was approved: Disapproved: aor Signature of Building Official: 6 Date: `j---72- 17/ Signl.doc mv.8/31/98 r Alf b 7(iQ# 2. Q _ «! , • � - u s 7\ t^ , r, O`�� 005 Civ G,f� A0�.1ti mow a i I r „ r d i tt. u Y t BARNEMABIX $ Department of Health, Safety and Environmental Services 1MASS ,0$ Building Division • '�Fo �' 367 Main Street,Hyannis MA 02601 ' Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Tax Collector Treasurer Application for Sign Permit Applicant: za'y I& rw a K) Assessors No. 0 Doing Business As: (-1.,a�J'0-C c 1E1 a.(a, hA,WS-U&Telephone No Sign Location Street/Road:S'Gb /YLeve.ti �54 , i-1 v aV-.N\k,< Zoning District: Old Kings Highway? Yes/No Hyannis Historic District? �/No Property Owner Name: W ,-l 1 cx-u�-.�s 3 t v-&Q.-k eo:��NX elephone:AW I' Address• Village: Sign Contractor Name: SCUV D1 J C---t-:.r�t� G _ Telephone I Address: 1�2 f)"I 1✓1_114= J , uj e"'e' Village: Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes(9 (Note.Ifyes, a whingpermitis required) I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent Date: Size: �o Permit Fee: Sign Permit was approved: Disapproved: Signature of Building Official: Date: Signl.doc m 8131198 J p �-v�tor5 Spy,r-� Nc4 po0 <- AQ a2�oac idl ObPM S-T.A ,qNp� �Q'ucnon �y value Reed rat aw s'*'es i October 26,2000 Mr.Elbert Ulshoeffer .. Building Commissioner Building Services Division Town of Barnstable 367 Main Street,4`"Floor Hyarnlis,Massachusetts 02601 SUBJECT: Final Affidavit of VoieeStream Wireless Facility at William Building,S00 Main Street Hyannis,Massachusetts 02601 VoIceStream No.: 4HY-0539-A EX No.: 00-0083-099 Dear Mr.Ulshoefl'er. I hereby certify that the newly constructed VoiceStream Wireless-telecommunications facility located at 500 Main Street in Hyannis, Massachusetts, was built in accordance with Sections I16.0 and 1705.0 of the Massachusetts State Building Code. If you have any questions, please do not hesitate to contact me at 401.272.1%9 or Kathy Spring at 617.242.9222. Very truly yours, EDWARDS AND LCEY Thomas R.Cabana Professional Engineer,MA#37748 Cc: Bakis—VoiceStrcam Spring— EK *:4tirciet9c+.Yncmr.g uR4�Uw�y.01U.A M-W 40C 95 Cedar Street,Suite 101 E Providence, Rhode Island 02903 Voice 401.272.1969 Fax 401.272.2045 www.ekcoro.corn ToraL P.d2 ,m eye o i fi. 23 _. s '.e. 74-k . 0 CJ_1 1`f , s Ste- 2t 4-1- Hyannis Main Street Waterfront _ .Historic District Commission NAM 230 South Street Hyannis,Massachusetts 02601 508-790-6270--FAX:508-790-6288- Application to "6 Hyannis Main Street Waterfront Historic District Commission in the Town of Barnstable for a ` CERTIFICATE OF APPROPRIATENESS Application is hereby made, in triplicate, for the issuance of a Certificate of Appropriateness under M.G. L. Chapter 40C, The Historic Districts Act for proposed work as described below and on plans, drawings or photographs accompanying this application for: PLEASE CHECK ALL CATEGORIES THAT APPLY: 1. Exterior Building Construction: ❑ New Building ❑ Addition m Alteration Indicate type of building: ❑ House ❑ Garage [J� Commercial ❑ Other 2. Exterior Painting: ❑ 3.Signs or Billboards: R(New sign ❑ Existing sign ❑ Repainting existing sign 4.Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other 5. Parking Lot ❑ New Building . ❑ Addition ❑ Alteration (Please see the guidelines for explanation and requirements) TYPE OR PRINT LEGIBLY DATE q-rI— R f3 1 S1 NOrkln �� ADDRESS OF PROPOSED WORK uya""IS „A'o ASSESSORS MAP NO. r' 1S (o� '� Z(oZ. OWNER W4kiam5 5,l6� C,o q! ASSESSORS LOT NO. HOME ADDRESS I kbwvSk tkaL S .t3ei.y6eA 6jd mo�czz�.�TEL.NO. FULL NAMES AND ADDRESSES OF ABUTTING OWNERS.Include name of adjacent property owners across any public street or way.(Attach additional sheet if necessary). AGENT OR CONTRACTOR 1,m rr Ibe1y,\As4z) TEL.NO. 3t?--l1 q0 ADDRESS 5 L n�W- 6Aws` _.0 M4 1 DZ('(o� DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done, including detailed data on such architectural features as: n chimney, siding,roofing, roof itch sash and doors,window and door&awes, trim, gutters - foundatio , y, g, g� P leaders,roofing and paint color, including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet,if necessary). -kA"*A we, a.Ve �voposlv�� do �slJ,-.0 cod 0.v\d dXv-% Dour- boob - LCA_)_ w I ( � Q L�Jt Signed A I Owner-Contractor-Agent RECEIVED Space below line for Commission use SEP Q. 8 1998 Received by HMSWHDC TOWN 07 a^-'dNSTABLE HISTORIC: = ,-t'kTION:DIV. Date Time By The Certificate is hereby: ' Approved ❑ Disapproved Date IoUq�' IMPORTANT If this Certificate is approved,approval is subject to the 20 day appeal period provided in the Ordinance: r HYANNIS MAIN STREET WATERFRONT HISTORIC DISTRICT COMMISSION ***SPECIFICATION SHEET*** ADDRESS OF PROPOSED WORK 100� SA Vj oa-r n 0 S to 1k`O 2(.0( FOUNDATION SIDING TYPE COLOR CHIMNEY TYPE COLOR ROOF MATERIAL COLOR PITCH WINDOW COLOR TRIM COLOR S;�,ver DOORS Do(&.o . 5kcrx _'Vyc ►� Cal COLOR SHUTTERS GUTTERS DECK GARAGE DOORS COLOR NOTES: Fill out completely, including measurements and materials/colors to be used. Three copies of this form are required for submittal of an application,along with three copies each of the plot plan,landscape plan and elevation plans,when applicable.The Plot plan need not be"Certified",but should show all structures on the lot to scale. s PLEASE SUBMIT THE FOLLOWING INFORMATION AND/OR MATERIALS WITH YOUR APPLICATION TO THE HYANNIS MAIN STREET WATERFRONT HISTORIC DISTRICT COMMISSION. THREE(3)OF EACH.IN THREE(3)SETS APPLICATION: All sections must be completed SPEC SHEET: Complete applicable information PLOT.PLAN: Show all structures on the lot and any proposed u - .M -. additions/changes. Certified plot plan for new homes only DRAWINGS: All Elevations and please include Landscaping plans for changes in existing footprint and in new homes only. ADDITIONALLY THE FOLLOWING MAY BE SUBMITTED: - PICTURES: Of area(s)affected;Street view for additions/changes. SAMPLES: Of materials/colors(Le.color chart) THE FOLLOWING FEES MUST BE SUBMITTED WITH THE APPLICATION UPON FILING MADE PAYABLE TO TOWN OF BARNSTABLE CERTIFICATE OF APPROPRIATENESS $20.00 CERTIFICATE OF EXEMPTION $10.00 CERTIFICATE FOR DEMOLITION OR REMOVAL $10.00 IF YOU HAVE ANY QUESTIONS REGARDING APPLICATIONS PLEASE CALL PAT ANDERSON AT 790-6270 BETWEEN 8 A.M. AND 12 NOONM-F i i� d i r i l af, _9 1 ------ J'ht '�.YmkFs:.eti .qe w.. t � YV R� k mS t11ry _ " - t o i w -♦ Y � ' � � 1�. � '. �� , .a„y �� _ - - „�, t: �� i:.; .�� . KKK f�� .. +.y N� Y.^. ,�nL �`. '3�" �., �r �' i ...., .... . : •fie, _�'fi.�y .. . ... .. .... .x�k. Er�.�Sr�.,S+k.s^•a�lid. a -:::;r ,.�e:.ceai�a '{�':�,"�:'a�'t,.r^�;. a'F::, i a a� �!1� y i � 6ya �' � P • R b• � .. N NO. g` �� J� �J {y ► Oyy $ i N VA TV $ s.. _yl9`' +� '°vNil `! Tv •c c 6 v p PL •;Na1 �•+ a`' i c 1 !gym O �/ v <�0 5�a 40 df: is °s Nar oNW L 3ar •��0 ¢ a eh 6o•2O ® .�. L s'.°�l d! `� ; Rm .03-r- ° r NJ 3. 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T T 0 '7 0 T(-!7rig n :UCTTVTTY()�- n p r c"I"I �' t / L,1 r r' 1 I L�r p •1.. a'w rry:`r,r..I':T_- •� P- o.n FT rTYn7 Tr M p T I_T KI(-I ri nlP P 7 ------- p c A 1. YP!,0 R.F!',!T P.I IP CI t-I R�q P T T�7 �t f7 A;-!y 7 t,:' MT r-.fl' (7 In KP-AG LAiA -,p �T!-l <ZTM"-.7;77A UT! 1 7 T t-A,T t J 1`3 ()1 T� 4 y P 19 7 2 PY'M 1. T l 4 T r 1�7 r A I T PT Tn,-,.I--.-- T r- I,!P- DP<7�( N r-! 17�T F T- �17.1 c' r n.p r; --I P A C.n 1 Pjr) T C 1 57!i C A C,n C)T!-! r) r.CR PT TnN T;- .-.1 Irl -IT 7 e'MYI T;'.":;' I`lJnPT!-! T P,17 7 T ',-4 Y T;t'x' Il P T 1 4,0, PF-':-'Tr)FR,IT 'I n E^.l.r-I,,j A,,. -71 T N D Tr-T, PY F 0 T T N.!C, 0 PP 1 4,:.,F.. - '7,`:j ^. T A.r T T k,T T Y 1 r) ray Df imnc:,T! T n!7 P T r•T Y 1 17, Ayplang EY71007, ows rn"07 MA 02601 AVID A1100 IMP 07200 OTHV' nrvrpIPTTnN---- TRUE MKT 11RIon PEA CLASAT717-, 'A! ttl Rl 100 AID UNT) 91,00 AnD imp q7200 POO OV.4 1 07 ,200 DESCRIPTION ThX VR GURRMT EXEMOT RP� !@2_ N?PTw CT HYANNT4 TAX FYFMPT 9RP 1100 RESIDENT '; . OPFN PAW COMMFPCIAl 11T300 119300 INDUSTRIQ. EXEMPTIONS SAUFO3189 PRTFE' AD T UATT ACTIVITY06/13/qO DCRY Qry F Window prp /l ?t BARNATARIP 1 !1-- NORTH STWO-7 _7 rTY07 TD5 400 HY KEY 2 2 5 2 1 M!l__JLING ADDRESS--- PCA?261 PCSOO YR50 PARENT n r 5 TNC OF HYANNTI M A F1 APEAHYOQ jV MTG2000, PATRICK ..7 spi sp? spl� (ACFNTRAL STREET UTI UT2 ?4 SQ FT 45073 STON1. MA 02109 AY81930 EY91980 ORS CONST 0000 LAND P1600 Typ 2A?900 OTHER ._..._-I- EGAL DESCRIPTION---- TRUE MKT 026500 REA CLASSIFIEr, 4100.1 3 83 .600 ASD LND 89600 ASD imp ?42QOO A OTH #SLDG( S )-CARD-1 3 242 .900 DESCRIPTION TAX YR C Ind FNT EXEMPT T. HP U 176 NORTH ST HYANNIS TAX EXEMPT 4RR 1100 0075 RESIDENT 'L is TAR 126 .44 OPEN SpArF #FAR 94 .90 COMMERCIAL , ??6500 326500 lNDUSTRTA!._ EXFMPTTON'-- ?A: F rid,/Rd PRICE 200000 OR84116/?! R AFD I IA5T ArT!VTTVOR/?!/Q7 P . F window PCR/l Rt FARNSTAPLF ( -P ) 1 , 5 HIGH SCHON ROAD F C ng W TY07 Tn KEY P 2256S --MAILING ADDRFqS------- PCA3371 Dr o YROO PARENT IYNN . PATRICK 7 -PT PREAWY09 IV MTGO00r;CENTRAL STRF�7T �� SP I SP? sp"� UTJ UT2? SO FT ROSTO!',! MA 02109 AYR EYT ORS CONST nnQ0 UAND Q7qQ0 TMF.., OTHFT�' ----LEGAL DESCRIPTION---- TRUE MKT 97Q00 RE A CLASSTMM', 91AND 1 97 .900 ASD LNn Q7QOO ASD 1 M�-" 45n OTI-A 4% HT&H SCHOOL ROAD DESCRIPTION TAX YR CURRENT FYFMPT tDC knT �-' TAX FXFMPT MR 0700 0157 1100 0124 RESTOFNT ': UqR NrPTP ITPFPT OWN OPM11- 97QOO 0 7 0 7NDUSTRIN. 1 ,7 n n r-) r 1 t:� i^1 r4 f7 r) T 17 H T Cj I-j C, f-)I Pn-r) r rTY(1,7 T[)S 4(-,n - EY M.�•,T I T.�,f f ------- p c'4 42 1. or-SOO YRlO() Nl! P D!-I Y T r'l-14.P I I Tr Af:'- Yd MTGO, A C!"l.. A N I D, MT 1 7 1 K TIP ✓ spi S p r,T 1-1 r,T7P PT UT! ,jT cO FT 146 1 A H.y �,l NI T y P 1 P 7 5 0 IIIA 02401 -AYP1.9157- E PS CT L A N 17 S"1.6 0 0 1 rIrp 70?JOC, OTHER A F M K T 1.0c"4700 E nP<7,r��'T P,T TnM---- P R Tr- 70; 00 ASD I M p T 1-4 70 OC ASD #1--.: NI) :,41 600 DE5CRTPTTON T A X R 1. C, tI r.R,T!--f T T A X. EX E M P T -N,R R 0706 02-."30 1.10 0 n^Sh R F 5 1 D F NT P r)- F YT n-F-17,111i SPACE c("m m F,F.,(-11 4��1 1 044.7nO 1.044700 Tt--IDUSTRIAI..- M,P T 10 N 1.2," T rr- r)r) OF.991.1,4 7 A.FD i ACTT\� ?7 I T y 0�3 6 P PCRY Pry 117 11:1, p r P/1. t. B p N C,T A 6 L E --JP.--7ET (-TY07 TDI-' 400 HY KEY 7 A p C A-,?3l I PIAOP pc!;Oo YR.85 NIT "7'S 1.1 P7 nt.,i n p MTr,00nn MA &PFAHYO';' STF.Pill-F-K! P, TRS- SPI SP2 SO? T P F 1_.TY TRI-IST l.-JTl. IJT2 SO FT 7 A PF D3 CQF ,CFNJT ST C-0 01,y ll-?19 S 6 E Y P-JI-)7 0 0 C-�s N S T P r !,.'T P.N! T t D? & n 0 1? - '3000(1 OT14ER EG TPJJE MK.T 1.674-00 C L.A S S'T F T E D A L- D F 5-,(7,P T P T 10 ---- REA I N!r) D 1.2q-600 A<7- T MP 0 0 0 A S D 0 T! # D G S D-1. 1 30 ,000 DESCRIPTION Tom,`,/ Yp C 'EMPT URRFNIT F� T T 1-1 F R F E T U P'F 3 0 TAX EWFMPT m PI.- 14 9 NI 0 P T 1-4 S T RESIDENT 'I.- I C)T PF f"! S P e-C E T,:t T T n Ni 0 M M FQ C J;-:�L-. -7600 1.67600 16 4J A IINN.Y�TPT.-, Of T-r 1 0():71P 17, 1,71 1 P D�71 T Orr-`�407 AFD T T A C T I V T T y 0 6,/87 R N PCr ne oi..) PCl/l at P c�.f The Town of Barnstable L i Office of Town Manager KAM 61190. h� 367 Main Street,Hyannis,MA 02601 Office: 508-790-6205 Warren I Rutherford Fax: 508-790-6226 Town Manager TO: Chief Neil A. Nightingale Ch of Paul Chisholm, Hyannis Fire Dept. eph DaLuz, Building Commissioner Tom McKean, Health Director Tom Mullen, Supt. , DPW Tom Geiler, Director, Consumer Affairs FROM: Warren J. Rutherford, Town Manager DATE: February 18, 1994 CCC RE: 181 North Street, Hyannis Notice Please find enclosed correspondence from National Catalogue for your utilization and posting with staff. . 3 . 139 Hathaway Road NATIONAL 181 North Street New Bedford, MA 02746 Hyannis, MA 02601 (508) 994-9658 Catalog Showrooms (508) 771-3199 February 14, 1994 Barnstable Town Manager Town Hall 367 Main Street Hyannis, MA 02601 Re: Building at 181 North St. Hyannis Dear Sir: As you know National Catalog Showrooms has stopped doing business. If there is a problem with the building please notify one of the following in this order: Jedd Lupien. . . . . .Tel. 888-4568 Ted Shwartz. . . . . .Tel. 636-3754 Larry Shwartz. . . .Tel. 992-3511 Please remove all other persons from the call lists as they no longer are working for the company. Please mail all correspondence, By-Law Violations or By-Law information to: Ted Shwartz National Catalog Showrooms P.O. Box 958 New Bedford, MA 02741 Thank-you, John E. Lupien (Jedd) Store Manager JEL/sb TOWN OF BARNSTABLE BUILDING DEPT. FEB 2 2 1994 r � . C � % L z TOWN OF BARNSTABLE SIGN ,PERMIT PARCEL ID 308 075 GEOBASE ID 22044 ADDRESS 181 NORTH STREET PHONE HYANNIS ZIP — LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 46869 DESCRIPTION "BOB'S DISCOUNT HOME STORE"— 5' X 20' PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $100.00 BOND $.00 Ox THE CONSTRUCTION COSTS. $.00 4F�' 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE P:;C4I E_ * BARNSI'ABLE, ; MASS. 039. /a BUILDING IVISI BY DATE ISSUED 06/19/2000 EXPIRATION DATE / vlk t`� a -iij IHEThe Town of Barnstable P - tif Department of g€ealth, Safety and Enviro e nm ntal Services � ,]�� .. .._•, t .ri. Building Divb'iO�i' ..S.i. .c 9� w367.Main Street, Hyannis MA 02601 � } Ralph Crossen ice::508-862-4038 Building Commissioner 508-790-6230 Tax Collector � :rLa44.0c, (CNov Treasurer Application for Sign Permit- �? Assessors No. 7�) Applicant. 7 Telephone No. � Doing Business As: � Sign Location Street/Road: t L�� ' Zoning District: /> Old Kings Highway? Yes/No Hyannis Historic District? Yes/No Name ' e ` r` Telephone• +© - L . 7 Address: 2t_ Sign Contract Telephone:_!rl — 77f ✓`j" , . Name: eQ • icy {r1 r y Address:,t�� cf' ,�� . • Description Please draw a diagram of lot showing location of buildings and existing signs with ew sign. This should be drawn on the reverse side of dimensions,location and size of them this application. Is the sign to be electrified? Ye o (Note:If yes, a wiring permit is required) I hereby certify that I am the owner or that I have the.authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of Section 43 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Ag ent: Date: �^ Size: x Permit Fee: Sign Permit was approved: ^� Disapproved: e of Building Offici Date: . Signature g 1 20 feet Hyannis Main Street Waterfront Historic District Commission MAM �o� 230 South Street Hyannis,Massachusetts 02601 TEL: 508-862-4665/FAX: 508-862-4725 Application to Hyannis Main Street Waterfront Historic District Commission in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is hereby made, in triplicate, for the issuance of a Certificate of Appropriateness under M. G. L. Chapter 40C, The Historic Districts Act for proposed work as described below \ and on plans, drawings or photographs accompanying this application for: PLEASE CHECK ALL CATEGORIES THAT APPLY: I. Exterior Building Construction: ❑ New Building ❑ Addition [Alteration . Indicate type of building: ❑ House ❑ Garage [Commercial ❑ Other 2. Exterior Painting: ❑ 3. Signs or Billboards: c"New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence [YWall ❑ Flagpole ❑ Other �I 5. Parking Lot: ❑ New Building ❑ Addition ❑ Alteration t (Please see the guidelines for explanation and requirements) �l TYPE OR PRINT LEGIBLY DATE - ASSESSOR'S MAP NO. 3�� ASSESSO ' OT NO. D-1 y r ` a � APPLICANT p s i c2y wT AI O I-'(F QP TEL.NO. Z APPLICANT MAILING ADDRESS d ADDRESS OF PROPOSED WORK ►4 O PI '(. aT � PROPERTY OWNER W(I trr yy1 S�UE (,o r2- TEL.NO. OWNER MAILING ADDRESS_(ten ( Q, S4 ; FULL NAMES AND MAILING ADDRESSES OF ABUTTING OWNERS. Include name of adjacent �Z property owners across any public street or way. This information is best obtained at the Town _ Assessor's Office. (Attach additional sheet if necessary). t AGENT OR CONTRACTOR TEL. NO. ADDRESS 1 DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done, including detailed data on such architectural features as: foundation,chimney, siding, roofing, roof pitch, sash and doors, window and door frames, trim, gutters- leaders, roofing and paint color,including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet,if necessary). —T-b RE�Lto' � C ><-IS-�-rrl�, S I ctm Signed 1 c Owner-Contractor- SPACE BELOW LINE FOR COMMISSION USE Received by HMSWHDC `b Date Time This Certificate is hereby q, M l By TOWN OF BARNSTABLE Date 'S ! QU . Signed QA- RVIPORTANT: If this Certificate is approved,approval is subject to the 20-day appeal period provided in the Ordinance. CONDITIONS OF PRO AL: � F MAP LOT ST /� AME OWNERS MAILING ADDRESS TOWN STATE ZIP 308 75 1 orth St. William Street Corp 81 North Front St. New BedfoMA 02740 308 262 High Scho William Street Corp 61 North Front St. New BedfoMA 02740 308 261 High Scho William Street Corp 61 North Front St. New BedfoMA 02740 Haskell, Richard J.& 308 76 High Scho John J. Roche, Trs. 35 High School St. Hyannis, MA 02601 First Baptist Church 308 77 Main St. of Hyannis Main Street Hyannis, MA 2601 Drucker, C. Gerard Trs. & Bassett Ltd. Z 7W. 308 74' 540 Main St. Partnership Main Biro t� aChQ -2604- Hyannis Motor Inn M-7 oay5 y 308 84 473 Main St. Hotel 473 Main Street Hyannis, MA 02601 ONeii, Kevin & Michael Trs. Kindred 308 910 3 Main St. Rity. Trust 2a4 Main St. Centerville MA 02632 Mitchell, Kenneth & 308 92 /497 Main St. Robert 37 Cabot St Milton, MA 02187 308 93 505 Main St. . Lemos, John A. Bay Lane Centerville MA 026302 Colellessa, Joseph& 308 9 517 Main St. Anne P.O. Box 26 q, Hyannis, MA 02601 Ahern, Douglas J. Tr. & McNamara, 308 95 521 Main St. Kerry M. Tr. P.O. Box 1144 Osterville MA 02655 Lang, Audrey; Magallff, B., & Blusteln. Lawrence 308 96� 523 Main St. Trs. 30 CIT Ave. Bldg. 1S Hyannis, MA 02801 M1uFphy-,Michael-J; -- ktartd,-Mi�ftaer _..__ �3Q9__.242-----130�o►th'St—Tr . 30�portlfSt:---Myannts,---MA o2R01 __ o Rachins. Edward A. -+ & Shaer, Stephen B. a 309 226-1 W, 149 North St. Trs. 863 Cresc Cnt'S;'. Brockton, MA 02403 1 P 20 feet DISCOUNT a� Lo HOME STORE a� - .C, .. ..,+ta„!tv'a-'^ .,: i^^.- -s�•ra+-r�k� AS a r- «.+#�..r�;.s -.w- � r .r. �. -+bxp ,r r,.. �,'X F; 3u R I �f I�d � Y r. Y�-F}F�1'wS',� : �f�Fi„�.SP.,t t.•� '� .�:w # c_•..!.a r F>� ' ,Sm'"e Ott •s' t ,r'$ t''FS„ems"45�-'�,,,r �w ) r.y� `f f•F r_:,,� `4, .-^�z � M�xfiys �V��ov ¢q�l �'t r5 Lx.. 13 Ip n .t.S; Y T4 CF'k Moms Nllmommmlllll p _ �° y"•t ,7,1M' '.t -ses�.7- ed'",�.��r<i i� x �'� '�1�"5` r�ttt�g r Y'S�' my rt.r+q�x ��"'� "��'�' T��,fi�K�.°'tzzryt" �ckr ��•t . J- f� ".� ,(� gC•tr y 3. 5.y,} 3u.�'�iw e S k `� ,.J �r4 1^�'\��' f•�� P t��Y ;T�2 'y.14:,.Y Y ys • J Y ' � z7r^ct ,+-X,w-f 'x X..>�^"tA••� 4r i '�"i':Sr+. •tea! �:,, , ,✓ 4 ,� y` ., _... �� _d� � -�� ,� . �,µ, a . . .., r \! V* �C r. 1 �ro yE✓l:': k i�.< + kfr M .. {' 0 .1�'. �3:i:, ` � t n _�i,.: �::(ry i ��". kr' I :t. �� Qq ' I I i 0 1, �:�. Lu&.. � n'��, � �'�, L ,, �� a �� : �,;: ��' a .,, P t �� tY 1 '`� •\ r►\ i� L r� ^•� .+ i i ' _a '� \ r�� /// L! ` f i i I r f '� � � i :: p �. '+ � ` ^r L` � L, C..� �\ �,, Hyannis Main Street Waterfront 1 BARMABM Historic District Commission MAM 1 ' 230 South Street Hyannis,Massachusetts 02601 TEL: 508-862-4665/FAX: 508-862-4725 Application to Hyannis Main Street Waterfront Historic District Commission in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is hereby made, in triplicate, for the issuance of a Certificate of Appropriateness under M. G. L. Chapter 40C, The Historic Districts Act for proposed work as described below and on plans, drawings or photographs accompanying this application for: PLEASE CHECK ALL CATEGORIES THAT APPLY: 1. Exterior Building Construction: ❑ New Building ❑ Addition 5� Alteration Indicate type of buil 'ng: ❑ House ❑ Garage Commercial ❑ Other 2. Exterior Painting: R1 3. Signs or Billboards: ❑ New sign . ❑ Existing sign ❑ Repainting existing sig 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole [► Other 5je-,Al -re Nma,oR V✓r2EC 5. Parking Lot: ❑ New Building ❑ Addition ❑ Alteration I L mi5-9 (Please see the guidelines for explanation and requirements) y TYPE OR PRINT LEGIBLY DATE 3 ASSESSOR'S MAP NO. .30A ASSESSO OT NO. Q $ APPLICANT D -4ZI PB/A/T- ��N1 M(� 7-!®NS A�1 TEL.NO. azX,4rzoA1S L G APPLICANT MAILING ADDRESS ,22 VISIaN R 04(L�5V.42�}C, PROYID�/iIC�, R� D2�1 ADDRESS OF PROPOSED WORK 66 MA/ T /.� PROPERTY OWNER ,1A FF`� ��. TEL. NO. OWNER MAILING ADDRESS C�o P/y/.,,(6416,/ /t r-77I /%:�&A/,r J i ED F-62D, MA 62 7,�(o FULL NAMES AND MAILING ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. This information is best obtained at the Town Assessor's Office. (Attach additional sheet if necessary). . .fe V AGENT OR CONTRACTOR 1/ gkEL /l, /9LMIDA L. NO. ADDRESS 6j y Pn/.IIT 6w, asp Yl-r1alr/ 134 v . . � /�,e i ayj e- &z::d771�1 a DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done, including detailed data on such architectural features as: foundation,chimney, siding, roofing, roof pitch, sash and doors,window and door frames, trim, gutters- leaders,roofing and paint color, including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). SSE- A T1-AGl!e- Nn--x 17---T1 el/ b F P 4 -Z/J/J Signed Owner-Contractor Agent 7 SPACE BELOW LINE FOR COMMISSION USE Received by HMSWHDC Date RECE"" ® Time MAR 17 2000 This Certificate is hereby TOWN OF BARNSTASLE By HISTORIC PRESERVATION ON. Date 0 (!p c Signe M IMPORTANT: If this Certificate is approved, approval is subject to the 20-day appeal perio provided in the Ordinance. APPR CONDITIONS OF OVAL: Description of Proposed Facilities Site Name: William's Building (former Stop & Shop) Location: 500 Main Street, Hyannis, MA Date of Revision: 3/15/00 Property Owner: William Street Corp. Description: This application proposes the installation of Wireless Communications equipment on an existing 65'structure,previously a sign tower attached to the former Stop & Shop building on Main Street. In total, the installation will consist of three antennae, coaxial cables, an equipment cabinet(BTS or Base Transceiver Station), and power and telephone connections. Omnipoint has revised its Site Plan application to provide that none of its equipment will be exterior to the existing building and tower. In order to accomplish this,the topmost panels of the exterior sheathing, a composite stone board material, will be replaced with a fiberglass which permits transmission of radio signal. The panels will be of the very same size, texture and color as the existing materials. Panel Antennae Each "cross-polar" antenna is approximately 5 feet tall by 8 inches in width by 2 inches deep. The antennae are to be attached behind the facia by "stand off' brackets to the existing structural columns and/or purlins. Specific placement of the antenna is necessary to provide adequate separation between the antennae and structural elements of the building and to allow the necessary compass orientation of the antennae. The antennae are to be mounted at the top of the tower, extending to but not above the existing top of the tower, as shown on Sheet A-1. The structure's height is given as 65'. The rectangular antenna panels will stand behind the face of the sheathed tower, and recovered with fiberglass to match the existing color, dimensions and texture of the existing stone board. Cabling from the antennae to the BTS will run inside the board sheathing of the tower. BTS The BTS (Base Transceiver Station) cabinet will be situated within the building on the ground floor. A new exterior door will be created to give access to the room where the BTS will be located, near the base of the tower. The dimensions of the base cabinet measure 4.5' wide, by 5'tall, by 2.5' deep. Co-location Omnipoint's technology and minimum space requirements allows for the co-location of other carriers as the property owner and town may deem acceptable. Due to the relatively small height of this structure and the need for vertical and horizontal separation of antennae to prevent interference, however,the opportunity for co-location will be limited. HYANNIS MAIN STREET WATERFRONT HISTORIC DISTRICT COMMISSION *** SPECIFICATION SHEET *** ADDRESS OF PROPOSED WORK 5 00 10,AWAI 97�C2�17&AA1A115 FOUNDATION S 3 SIDING TYPE 9�D V t 3 dA1Z 7 COLOR_ /(Et/ CHIMNEY TYPEa i✓E COLOR mot-. ROOF MATERIAL 6 K//;/Z— A/D 9 M F COLOR /,f4 . PITCH 7— WINDOWNL= COLOR TRIM COLOR DOORS COLOR SHUTTERS Vo AV E— GUTTERS_� �e r(/E DECK NO/✓E- GARAGE DOORS /l/D/✓E COLOR NOTES: Fill out completely, including measurements and materials/colors to be used. Three copies of this form are required for submittal of an application, along with three copies each of the plot plan,landscape plan and Elevation plans,when applicable. The Plot plan need not be"Certified",but should show all structures on the lot to scale. MAP LOT STREET#NAME OWNERS MAILING ADDRESS TOWN STATE ZIP 308 75 181 North St. William Street Corp 61 North Front St. New BedfoMA 02740 308 262 High Soho William Street Corp 61 North Front St. New BedfoMA 02740 308 261 High Soho William Street Corp 61 North Front St. New BedfoMA 02740 r Haskell, Richard J.& 308 76 35 High Soho John J. Roche, Trs. 35 High School St. Hyannis, MA 02601 First Baptist Church 308 77 Main St. of Hyannis Main Street Hyannis, MA 2601 Drucker, C. Gerard o Trs. & Bassett Ltd. z 308 74 540 Main St. Partnership Main Street Hyannis, MA 2601 0 Hyannis Motor Inn 0.-< 308 84 473 Main St. Hotel 473 Main Street Hyannis, MA 02601 ONeil, Kevin & 76 IE Michael Trs. Kindred d 308 91 493 Main St. Rlty. Trust 284 Main St. Centerville MA 02632 m Mitchell, Kenneth & 308 92 497 Main St. Robert 37 Cabot St Milton, MA 02187 D z 308 93 505 Main St. Lemos, John A. Bay Lane Centerville MA 26332 d Cotellessa, Joseph & 308 94 517 Main St. Anne P.O. Box 2 Hyannis, MA 02601 Ahern, Douglas J. Tr. & McNamara, 308 95 521 Main St. Kerry M. Tr. P.O. Box 1144 Osterville MA 02655 Lang, Audrey; Magaliff, B., & Blusteln, Lawrence 308 96 523 Main St. Trs. 30 CIT Ave. Bldg. 15 Hyannis, MA 02601 Murphy, Michael J, & m Ackland, Michael K. OD 309 212 130 North St. Trs. 130 North St. Hyannis, MA 02601 U) o Rachins, Edward A. 0 D & Shaer, Stephen B. r 309 226-1 149 North St. Trs, 863 Cresc Brockton, MA 02403 m � N m m IQ N ��i 1 ! , ,' !; ' '`'. , Y f ` RIOdiem 2ft 1 •� i -r �.• ��, �� (t��e. �� •5�1.�;S�a ��F! �� a ��. �=;: aa. �3�tr� ►• «��' �.T id �. r g , l'� �i � r W ;r,� ' ��;� �'°E�r✓' �y` 9 6 a°isfi ��:5� �M�` 1�k, �a �.. ,,fl �•.?,v� lag 'now MorI r��•�►� MWOI ♦p 's} 'S`• i fJ tea ' w �� y`•1 r�� Qwv�� t+► SITE `gon PM 8 �` S!'•.. row J, gy�pp` � f ��/v, i °' :` .�`' ♦ ) � � �x ��raa ��/ i�� l� �� •i!9 ,''' f ► ` � _ ,I lA /�� ,v`�'" � tom+ r i'� �� :•: ��/ ♦✓ !tee { ��%. { t li, l._." y,.�� -'�ti,. .�"' �i V D � i � '� � tit �i�� ®� '�i� �rr� Y�' � � "�. ��°,��"►�.�� /�cd ark;' i��,�, .'L A ��• .% 1 � •ate' T s 7� t �p � '3� C�yW�"� $jl �l• ,� t ,�4'� �'*'�� "fir a x Proposed OMNIPOINT `antenna installation now to be located within ' the tower structure w _ - e ; h � . g .. g s r _ �1 �MNIPOINT Hyannis Building �j�E�T'1 E H annis Williams Buildin C O M M U N I C A T I O N S I N C . 500 Main Street =Qt�T'-i=q 1v� 0639-14 ffv-l-fAb/fs f I- OAZI .1& O 42-7-I '` ltk IN ,� .•1�� 71IIII�Ilhiillil I�I - '� �_.° _- j.ram. ��__ `_._ a,• � ��,.,�� .. g p - all, f,4-6,/A/ 41lS Ffii w �rP- A • �\ AA 5k V. twit 7 Iv i ' ,. g � NS � o € - ��-�'�� y D53� WVAIIS t-ao WW 116-01AI& FEAS lilt AJ f -t i- 7 vt T t- � i RA,. t 1+ Maur. e a �i iN — ...—"oe yyyy1•��-""""�'�" may � ��_ �:�� , 3j�.[� � A '-irk r I — a P-Ma{NT .Y.(t��°.•.tCN 3i� ��.: ��I✓�9';��t�.l�`1`7?llW��l�:sf'�-Sa ��S Mr��j �-_:1. � S _---'.�z ,_ - i Llf-V- 0 6 3&-,9 f�`� J�!�ci/S � ��1.�✓l!1 ✓J�i'�%l�/�i��/�� f � °'��' ,s 1.,,,• �. +a�'�w Wit.. r y MAY-01-2000 09:50 OMNIPOINT RHODE ISLAND 401 593 5659 P.02i05 constrvc�cn April 14, 2000 Mr. Bryan Bakis A/E Coordinator Omnipoint Communications 50 Vision Boulevard East!Providence,n.Qde Island 02914 Subject: Structural Inspection William Building/Hyanois MA Si!e No.: 4HY-0538-A EKW No.: 000083099 Dear Mr_Bakis: As requested, Edwards and Kelcey Inc. on March 14, 2000, inspected the structural support framing of the existing sign tower located at the William Building, 500 Main Street, Hyannis, Massachusetts. The following report summarizes our findings: The structural steel framing system consists of (4) structural Tee shape columns, bearing on a concrete foundation;each column is attached to the foundation with(4) 1 112"diameter anchor bolts. The column section WT12X42 begins at the foundation level and rises approximately 26' above grade. From elevation 26' above grade to approximately 45'6" above grade, the column section reduces to a WT9X30. From elevation 45'6" above grade to the top of the tower,the column section reduces to a WT7X15. The columns are crossed braced with 3"x3"x3/8"angles,set 8'on centers in the lower portion and 12' on centers in the upper portion,for the full height of the structure. The entire structure is sheathed with 3%" exterior plywood, witli sheet metal corners_ The exterior sheathing is attached to steel W4X13 girts set at 4' on centers. The intermediate vertical girts consist of structural Tee shape sections W T4X9. All structural connections have been field welded. The stricture is painted.Provisions for roof drainage have been made inside the structure. Although paint scaling was evident along the steel immediately adjacent to the lower building roofline, and at other miscellaneous locations, no section loss was observed. The plywood sheathing has suffered moisture problems over the years; this could be attributed to the lack of ventilation in the existing structure. Our recommendation is to provide proper ventilation and clean and repaint the entire existing structural framing system. The Schrafft Center 529 Main Street,Suite 2G3 Boston, Massachusetts 02129 Voice ��.242.9222 Fqx 617.242.9924 �pMMIPOTt,Y --- m V i�•ate=. C-3 —``11 or rU nam-i Gin m AGNEMO CD Olm ac re u A7755 ry �--.fir-I/y uOt I�ittsS ram. ti • - - 1�01a0 Q I ANTENNA MOURT I . 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' t PO 1.j t I x r i1 7'Ut ! rn m t m K t t m MRY-01-2000 09:51 OMNIPOINT RHODE ISLRND 401 539 5659 P.03.i05 The concentrated equipment loads((3)Cross Polar Antennas,mounting hardware and coaxial cables)imposed by the telecommunications equipment shall be supported on the existing steel framing. No structural modifications to the existing support framing system will be necessary for the intended loading conditions. However, the existing horizontal steel girts in front of the proposed antennas will have to be removed and replaced with fiberglass gins, with the similar section properties. In addition, the top 8' of plywood sheathing would be removed and replaced with fiberglass panels If you have any questions,please contact me at 617.242.9222. ': %%`°4 Very truly yours, �QF asp°z EDWARDS AND KELCEY a;' p G • QREQURV T. r d 8TEFANO 6 V STRUCTURAL ri '� 4 rJ0.987te d °a Gregory T. Stefano MA PE# 36726 � ALE '- Structural Engineer s ev�Zr rrla0�rdnlUm�ipUini2pU01consirucllon atn02•�ii100099t.apC TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3,P Parcel Permit# 7 Healti Division a$C) pi S Date Issued Conservation Division GUL Fee Tax Collector Treasurer ` R Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis-vIX ' Project Street Address _-S M 41=" A—)OlgW -296ET Village i`'It1 mu ru l 5 Owner Address L LJt S Telephone Permit Request DivA n ��%+r_UC7-uZ c Square feet: 1 st floor: existing proposed 2nd floor:existing proposed ,Total new Estimated Project Cos �� Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered:- ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family .❑ Two Family O Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes 0,No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl E.❑Walkout' ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: 0 Yes ❑No Detached garage:❑existing ❑new size Pool:0 existing ❑new size Barn:0 existing O new size Attached garage:0 existing ❑new size Shed:0 existing 0 new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 0 No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name (nm,?Ulu( CA /Ot,Telephone Number - 6 Address License# o ? ©o S Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE _ . �Z- (:fD r FOR•OFFICIAL USE ONLY21 ., PERMIT NO. ' £• DATE ISSUED �• MAP/PARCEL NO. t `, ADDRESS + 4 VILLAGE OWNER` - I k DATE OF INSPECTION: f! FOUNDATION { FRAME INSULATION s FIREPLACE - ELECTRICAL: ROUGH FINAL r { . PLUMBING: ROUGH FINAL , I GAS: ROUGH FINAL ` FINAL BUILDING DATE CLOSED OUT t ASSOCIATION PLAN NO, w v SPR Meeting Notes 03/02/2000 changes infringe upon the reserved area. Steve also reminded the applicant to retain all run off on site. The Building Commissioner indicated that a determination of 33 parking spaces is adequate. However, an increase of five stalls or more than 21 currently triggers an interior landscaping requirement of 10%. The Commissioner advised the applicant that the project approval does not have a grandfathered right to remain static and remain exempt from new ordinances. Ultimately, the Commissioner advised the applicant that this ordinance may impact the parking design. Conclusion: Continued. The applicant argued about the landscape requirement and subsequently was charged with,submitting a revised plan. SPR 21-00 OmniPoint, 500 Main St., Hyannis (308-075) Mike Almeida,Project Manager,presented a proposal to attach a three-panel antenna to the face of an existing chimney. The equipment is proposed to be stored in the basement of the building, the cable shall run along the inside of the chimney. The intent is to take advantage of a decorative chimney. This site is currently fully paved. There is no need to provide additional lighting. This use is unmanned and routine maintenance occurs during off peak hours assuring no adverse impact on parking. The Planning Department inquired about the applicant's status with the Downtown Hyannis Waterfront District. Mr. Almeida responded that they were unaware of this requirement and shall file immediately to be included on the next available agenda. During this conversation, it was revealed.that this chimney was a sign for Stop & Shop. Planning offered no other comments at this time. The Building Commissioner required documentation that structure was sound. Conclusio Continued. The applicant shall provide structural analysis and obtain the pproval of the Downtown Hyannis Waterfront Historic Commission. SPR 22-00 Omnipoint, Pole 121,Nye Road, Centerville, (147-102) The same applicant requested approval for a flush mounted attachment to a telephone pole on Nye Road. At this presentation, the applicant requested approval to attach to the northerly pole due to an easement infringement with the requested southerly pole. The committee was informed that a panel cabinet shall be installed on a 5 X 7 concrete pad. An additional panel of the same size is proposed for future use. General discussion ensued regarding the assignment of rights by BECO to the applicant allowing for this transaction. According to the applicant, the homeowner is excluded from any rights regarding this easement. The Building Commissioner required an 4 I � I / OD �1 to 7MOnvi01) SK00 CD In _ 1NAOw 13Nvd 0010t1]13A10d m �tr' t J 180ddRS 379Y0 G AMU 318CJ IVOROR-1W5 11Y130 GdVONYLS-AYIM30YN y«b sua.xawres N gauze ��o - �reW DUI HC Fl£S.W11 m5 4=-��-r /.seia :.,.:a:-j-._.-.-.-•__. ,._.._.:_.._.... --_-__-:_ NM1TM 5lN7.YU1 'e'�®i V-BCSD-dN> e :s�i'im.sav'e' I O O Q O m[i4e i�9 - awi raa snA Nouysm- ��pr>v t:vn a eb ••aw M1M+3¢n3aZM �=..�. lmsswi aq 9 spWt7p¢u ns vt � - w ralnlao w.ql�!se �� / j 4 yw-ac w_ Aytll 311Y'J 1NI101117-0tl3A Q �TY130 01MWIS-AWA139vN Ui s7eurv�ns � aw'a:ba.;wro: G tiD'C70Dm 1y 11rQle � ipa.9ON atlYlJNIr f.rN aid iq)3l�i _ �___,�ar rp,ua i a OTip i 1Y0 QO gsEW Is rn sacra / q m��pp�,� �- yl.o®i _ _ _ owMr—�¢.�t�.1 —mow! se[V[r0•.M 4� Tafvae E -wsrn '°o n �u z fa o wm �� MU omyn.`oa'om me'�a^�i Dora v� ``� lYDliO L�f 1�•Yu!w��neyl�� aW�Uo~1.Y rasa 6 ywr n nrs N9vl arp�� ALTA��av�oNr 11N8 ale b]p1p{.r••Ja W01�ie��O01RL� �...l IDY16�U miw x,u.,a°� 6i 9stte �� Avtl13'1WO, - 6i � �Ni� ova®a�ar�'le�io o.�aw'ri au�`rr c m y� 0713H9q ��a�wfo..:'maws o:°'a.�a'OJc�ws. o.wa p''i f�PEM 6 W 19u MYD LOIDC rOW00 ®„ mam..e�n.ns+� mole -Tim irl —pyiryp!� o 0 0 o p �..�o..l..>�,. as Q atvl•miJip)ar. iwan'aao..sin blo�lsfo.fms , fps-ID9•[iAI30.UD naawas+�l a.aero+.s a.$wvu z ( j]][[��¶¶¶ �� r16mhD04'LBI O✓! FLl1]aiM�Miyrprsy9�li® ®e %1W Fri aYww/ie i agT'q r4pl o< gj�affiayy�� yOCiefe We WvfY IDI f..j �- J ayso e9OlD � za+w � 1NtOdINltlO n10N ais ""w° Assessor's map and lot numbert}0-4� `....../.. .... � � Q/� �G� — �O— a�. 7 PEPT .Sewage Permit number .. y /��`SYSTEM....: MUST g F.7NEr—� TOWN QF ?BA4q T Aex Z BAHH9TODLE. 'fl S NAG& �. . ; BU:ILDI_°NG INSPECTOR O MPS Or• t. c APPLICATION FOR PERMIT TO .: .......... ................................................ TYPE OF CONSTRUCTION. .................... ..m. S.Q? t.Gt... ......!................19-777 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies fora permit according to the following information: C� Location ................................ .. ........................ .................... .................................. ProposedUse ........................................................:...............:.................................................................................................... .......................Fire District .............. ............... Zoning District ...........................'�.................... ............ Name of Owner.. °t /lp.( .......:`'�!.:. - n�.: Address ,..3 �� .� ...4 A.:.. .L.Y.'/..... ....... I 1 -'. Name of Builder1^n.0.� .. .........::..................Address Name of Architect ... + .e. 'e.. .........................................Address ...,� $.J 7y':�-.......... Number of Rooms' ....... -.1/..� - ,..............................Foundation .....e. 71Css.On .. � .......................................... Exterior ............. c. . .....A........................................Roofing ........m:Yq�.......V=eVn ,U..: ./................................. ff • ........................Interior ........... Floors ..............:. ......:.................................................................. Heating ...................................................:..............................Plumbing .......� ....................................................:.............. Approximate :...........................................Fireplace .............. . ........................................:................:....... . 6 Definitive Plan Approved by Planning Board _______________________________19________ . Area -.7. ................. Diagram of.Lot and Building with Dimensions Fee ! fi �........... SUBJECT TO APPROVAL OF BOARD OF HEALTH i I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. .o Name .014,AO(......1.:::.................................... Stop & Shop Co. , Inc. 18927 Ad to & No ................. Permit for ..................................... remodel store ............................................................................... High School Road Location ........I........................................................ Hyannis . ............................................................................... Stop & Shop .Co., Inc. Owner .................................................................. Ix masonry- Type of..Construction ........................................... ...............................I................................................... Plot ..... .......... ............ Lot ................................ • 'february '7 77 j Permit Granted .......... ........................ .....19 Date of Inspection ......................... -19... Date Coiripleted 14 PERMIT REFUSED ................................................................... 19.......... ................ ... .. ...................... ......................................................... ell ................... .......... ................................................. ............................................................................... jT Approved_`....*............................................. 19 ................................................................................ ..................................................... ......... .r^_ .. -.1. ,... .._. _ .Y. .. _.a.... ... ...... �. .. -• - -- ,,..;.....�.-'``L:;..�::-kVw.9..a+"'-d�. "`s..'.�.�,.,,_ w,;�,.` /v..v..-,:v�7�,r.s"�*-^✓'+-"•ti'r"". Assessor's map and lot number n...... ......�5 �t ."-r�„- �j �� G'- 7 7 Sewage Permit'number !! :Lt... ...!. ^Ql � ! ' $L yo�THETo� TOWN OF .BARNSTABLE i BABHSTABLE, i "6 BUILDING ' INSPECT-0R , �9 �`' APPLICATION FOR PERMIT TO 4... �'��^ : TYPE OF CONSTRUCTION -* � `'� .......................:......................................................................../....�.................................... ... !?......... ...............19.�?.7.7 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ?`"?'� YI � !'� ...................................................... .............................................................. r ....'J ...........................7) / Proposed Use .................... Zoning District ..........................'I !.........................................Fire District .............. Name of Owner..':...S �.� ` .r1a?�{.......Add ress- ...... u•. n • �!! .... Name of Builder .............................Address �"� ..�"^ Name of Architect ... a... e.... :........................................Address ..�/... Gw ., ...: .' :... r.! .......... Number of Rooms �. ?�:4f�-e..:.............................Foundation ...../ l:S n» / ...........,... ...................................................... Exlerior ► t.?.!�. -!ta? x1k!�........................................Roofing �n...... !" !. ...!................................. r 1( Floors ......................................................................................Interior ..................................................................................... Heating ................................Plumbing.................................................. .................................................................................. Fireplace Approximate Cost . -.._.r.......................................................... Definitive Plan Approved by Planning Board __________________________ . �`.?. .!-f!.................. _____1 Area a' .. l�. Diagram of Lot and Building with Dimensions Fee ..................... SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ? �jj Name .. yfT` ...... .":........................... ..... Stop & Shop' Co. , Inc. A=308-75 . ^ ) ` 18927 .&dd to & No ................. Permit -for ------------ remod el l store a o e , 8l- ' -------�_,---.`. ��.z./�«*r.�^��//—.�. ' l Road �ocooLocation n .............................:.................................. Hyannis ' - .—..—.,---..----..------------ Owner ...........Stop ..&. Shop ..Co. .,..Ioc.___ \ � . , == masonry _ �~ Type of Construction .......................................... � Plot Lot - . � ~K Permit Granted D".= °. . ' ' "== ` ^ . � . ' - f%A ' . �^ `= ~~ ----. ............ \- - .-------�..��... -----.. �* , � J- — —� � —_-----.----.. . � �'---,---. � .--.----..-------.— ............................... '� \` � '------- --'�--'—'----'---,'----' ~ Approved ................................................. 19 ' [ ............................... �. ` --------------------.-.......— ^ � �� . eta Assessor's office(1st Floor): Assessor's map and lot number CI �. ypi TEE toy Board of Health.(3rd floor): w �¢� Sewage Permit number i a�aa9rs"nr�' J Engineering Department(3rd floor): s r+ua s.< House number 4 �O 1639. I initive Plan Approved by Planning Board S�=W 19 o MAY a` PLICATIONS,,PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M only° `- TOWN OF B,,,y(,ARNSTABLEy 6U1 DING INSPECTOtR rr APPLICATION FOR PERMIT TO �n;(C 601114G V5 �C C/SCa� �' f�'��/b( I �� `C((� y i�'r� 'ITl^ t;r t TYPE OF CONSTRUCTION Fe Race 60,n ooW,,5 ''�' do r on. "i(G`r Of J i - apt 19 R+. c TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Proposed UseSt PCGG � i 't_ Zoning District ( S I ASS ' (=ire District Name of Owner 1-61/`r t/ WG yAddress t Name of Builder��ttfF `Address Name of Architect FAddress' 00(�li1C Number of Rooms Foundation ww Exterior ..Roofing Floors Interior Heating Plumbing Fireplace c 11'Approximate Cost Area rha"o-�. Diagram of Lot and Building with Dimensions �- `" � )g g "AlFee ,�„ c ,`,; s NK OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS "' I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name' 'Construction.Supervisor's License OH6 0?) SCHARTZ, IARRY No 33758 Permit For Replace Windows & Door on Front Commercial Building Locati n ' Hyannis Owner I,arry Schartz t Type of Construction Frame • {r Plot Lot Permit Granted May 21 , 19 j) Date of Inspection_. .1.9.- r 41 •r Date Completed 19 r�it { I s - 1 ' PERMIT COMPLETED 1/1/ 91 The Town of Barnstable Department of Health Safety �,,,�.,,��• . p , S ty and Environmental Services Building Division FD MA'S 367 Main Street,Hyannis MA 02601 Office: 568-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Tax Collector A A A, CN 3/49,3 Treasurer Application for Sign Permit Applicant: Assessors No. -30 J/ O 1,5, Doing Business As: P,,j C n i-z.,L-Telephone No. *77 P 0,S i 2- Sign Location Street/Road: 5�OV /'/.4iiJ ST y?.�f-1,-wS Zoning District: >� Old Kings Highway? Yes/No Hyannis Historic District? es o Property Owner Name: 0M.� e T CA.�--a i-1 J`f�u,�4,e%L Telephone: Address:-6/A). Ai?,an7-5T" /vela/3'e'-LA 9�0 Village: Sign Contractor Name: f-hal14)H, Telephone: Address: X-T L Village: Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Ye (Note:Ifyes, a wuingpermitis required) I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agents Date:. q / Size: Permit Fee:- Sign Permit was approved: Disapproved: —�AFY , Signature of Building Offici Dater Signl.doc rev.8/31/98 47 • 3-3.5 VB-A and VB-B Business Districts6 1) Principal Permitted Uses : The following uses are permitted in paragraphs lA through lE below in the VB-A and VB-B Districts, provided that in the VB-B District, no operation shall result in the treatment, generation, storage or disposal of hazardous materials, except as follows : i) Household quantities : ii) Waste oil retention facilities for retailers of motor oil required and operated in compliance with M.G.L. C. 21 S. 52A. iii) Oil on site for heating of a structure or to supply an emergency generator. A) Single-family residential dwelling (detached) . B) Retail store. C) Professional or business office. D) Branch office of a bank, credit union, or savings and • loan institution. E) Personal service business. (Amended by vote of the Town Council on 117199 - Roll Call vote 8 Yes 2 Pass) 2) Accessory Uses : The following uses are permitted as accessory uses in the VB-A District: A) Apartments, provided they are: a) Accessory to uses listed in Section 3-3 . 5 (1) (B thru E) herein; and, b) Located above the first floor only; and c) Comply with the standards of Section 3-2 . 1 (J) (a thru h) herein. B) Bed and Breakfast operation within an owner occupied single family residential structure, subject to the provisions of Section 3-1 . 1 (3) (F) except sub-paragraphs a) and . b) . No more than three (3) total rooms shall be rented to not more than six (6) total guests at any one time in the VB-B Business District, and no more than six (6) total rooms shall be rented to no more than twelve (12) total • guests at any one time in the VB-A Business District. 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I: j. 1 scAlE 1r r o .'' ,; I, J r -.... .--,._,;.-..,..r. 31'1+::.,�,:-�.•e^�T""_ �.F ...,�.... --- - - - - - •�'x::..-e., - ah. - _ ..aaa�=. _.__. - - - -- -.. ... .....-�._. `i GENERAL NOTES: �SWIDIR`M 1. 1K"K 0.E115 M NUMIND INmWVE.Aim POSITIONS Of ALL INOMNI'00POINT HYANNIS - -I ►IN THE�1NESE ORt�/IC A ARE NOTARE MD�EO FOR SEICIW B 'OFFER T•FROM IHAT 5 DRINK NO FINAL IOCAld6 YAY SO VISION BOULEVARD $AT E ATXIIUIH 11N '1101E IFNOFI .-.. - - _ _ BYS EWPIN�E7R COMET .t.?�THE -7F i 3'I.1SaLmom a m=;AN ED POIFNE AND EAST PRDIADF,NM-RI 02914 Fail MUIP1EM OOIPOO14 IT IS OILY AMMSED BY TRAINED - DOES NOT REQUIRE ANY WATER OR SAIIARY SEER SERVICE.THE FAC ( 1)-SBa-5658 f ' WH■511 2S0 ,FIE OOAFI.IED RLa VAINTE REDURND PUOUC OFFICE. (40I)-588-5600 SMOR A ACCESS PER ADA NEV D MS 1'IHE NNFORR BI>Z'"xS SRW STA170N(EI)GANNET a A ANTENNA ORIENTATION KEY QFADER RESSIANT,Wok REWORD STEEL CABINET CONW1m OF ® ® } PONXIED NEVING AND COMM SYSTEM CYC-FRM CRANIAL TRANSFER oaP01IO ® Affr LOAD CONDITIONS.VlAX%IUU law ACO ISTIM APSE W&SDIREWA)AT W A DISTANCE OF .�, DAVID J AUFUFIER .4b D.ENamA� IETUM(10 FEET)NO 40 DOW A DISTANCE OF I METERS(JO 4UI. A(a�IELLC' iiFE��,,RAMN BAOOP Fat 0E RENcCY STANDBY POKER IS CIdiL �,Ay •CONTAINED INIM THE STALED BTS COW Nm CONSISTS OF FEW r.i . ,:-VOLT.aoSf,D-Cfu CE DHA'UBLOC em,olEs THE auiElCEs ARE .37755 VICINITY MAP QD��To$tM YMRfFACIIAEn W iE T I REAL OYWR�Aw RUGGEDNESS NOT A SCALE OF 1 ISTNC 0*00 0M LIEaLR RE EATIERY�pNImNC S151E11 a m Assomom W OOIPNEA RID AND THE µ /t O (OUPIE7R ONO a WAMY MONITORED AT a0i'OM"S EAST V PROVIOFJICE OFFICE 24-NM A ORS 7 DAYS A NEDT FOR FAULTS • It, - 000) ... 4.'E OYEASI OF T E MOM NNNIEC WAIRIN E MEl NEST THE PANEL.ANTENNA(WE1aIdJf Nm/E,N/IyI-}?2-F SQVmNm6 fpt SIRUCRNAE SIUM ANTENNA • 7C'H•I2w•ro SUPPORT Ei11sH2Hc 4XIWIEY DEOMLED OOIISI ORAEEiS STRICRIN QAIOAADDNS SECWa 0 1HE1 BE PREPARED Bf A REGISTERED FIROFESSOlNL ENQEER AND A7_197 ® PD�am,AINPOISC LEY ...M'PROgE E1Y THE�BURNS OIECaw.APPUCAIICK FOR E REMY IIfOFFICIAL. EXISTING TO P.DOWSFD ANENIM AL AMPLIFlER AND ,(�wirr IMC UNIT Q®1MIM To(1E.� EQUIPMENT DETAIL S I'�'� SECTOR E F - NOT TO SCALE PANEL ANTEN� DETAIL OMmONT IF NEIESSARI',MAW AM EXTENDED PURER LOUNGE A Mr um m1tF T=.-1-12 snz4 SE_100 • _ L 'PEANYIEM SIMM nVISENCY POKER WILL NOT BE UTILIZED 0Y 5,9 Y�Y S4rt ."[t fl7=iaT-.71t 'PORTABLE OEAGENCY CEND WR eL E USED W PTOMOE SEA ® TESFORARI'EIERC0cr BACNP PORmL THERE a NO at-SITE BAR SIORACE OF FIAUUABE OR OONSUSTERE FUELS FOR OPBMINC IN ' EMERGENCY CUOMO FOR BE OIEPOM Ea1WENT. EXISTING NAip1 •$ 7. ONCE THE F71C11R'aON6 FULIF OPF1M110NAL,MOwx AND 7 PROP'OS9 C0A1NL ROUINE YAIIIF21AtO M OYNItiM IECINCA4t5 DILL HE _ FJIWE TIO ATTACHED 10 -POEaOED ON A WIBIY HISS.AE7ESaE,THE IESDIM D �CAaE 1 COWERED ATTIC Y0ME-IMP CENERA N ROE a 2 TRIPS PER MNIIL THE PROPOSED!ANTENNA NTE NNMPpNf 2 INSIDE OF COSIEC CHY'EY NENUCE BALM RAP N'1FNU1011 RAZE(MI')a 007. UN OM — VENT ,PROJECT SUMMARY NOTES: '"c 1. ADGtIDNS OF SFRUCTURM BULDRICS.FROPERR'LIES AND ALL PROPOSED a.IPOM ETOSHNG FTATNES Am THE RESULT OF A RAIaE1RIC FEW SLIMLY ZONING JL414M W PEPED E .. AND ACCUNILY a TOT LAMRNNEED.CONTRACTOR a RESPONSELE EXISTNG OWIEY W FOR V06TIO ALL EXOSING CNIMIms AND FOR NOTIFYING THE CONSTRUCTION PR ANTENNAS. OIN lPW R� NE IN IMM OF ANY OaCRFPRNCES PRIOR ALL PENETRATORS W W THE OOIRERCOIpR OF a1Ra1WNLTION ACINTIEL BE DORM k SEALND(1TPJ 2. APPUTANT: OMAPO.IT COMYAIIONTONS MIT A k E PROPOSED 1HOROONTAL COAXIAL OPEIMIDN%LLC BOOM CHIMNEY ON UNISTRUf EaT PROVIDENCE.Rl 02914 .j' CABLE ATTAA2IFD TO N90E OF J. LANDLORD:VALLIANT STRE7:F CORP. . 00_m__O" i, SIDNEY SCHWARTZ PARTIAL ROOF PLAN Cry WANMMNORTH FRONT T DIVISION BI I4OROt FRONT STREET ftllrl BIE MR NEW BEDFORD.MA 02740 SCALE I'_ITT 4. ZONING OaROCT:DO BUSINESS 5. ASSESSOWS PARCEL NOt MAP 300 U"75 & DEED REFERENCE BOOK TAM PACE TAA SUBMITTALS .�'. ; I 2 PROPOSED a.fUNT p I PANEL. INTERNS PROPOSED ampm NORTH - i1 PRPASID�DCOVERED qNE THAT Amon W PROPOSED PANELCI p INSIDE OF E10SEIO ONIEY AttMED�W OOSTNC WILL � I EXISTING CKNHEY -• 0 15 FOR ZONING NOVFAFFAD GNE 1RAY � EXTERIOR WALL ABOVE ATTACHED W OWING COLNG ±1 I THE NFDRIMTION CONTAINED IN 1HI5 SET OF DOW ENTS IS UP U — —————— — i OR DIEM RYE OM 7FM TM NATURE.ANY IASE WICH RELATES M ONNPOINT 6 T �� - EI � STRICTLY PROH(IIIEO. :09DObSE11 adkvi'CA9iE ---------------JE i o5 :N 1C grEWEID-CAN{TRAP :; PROPOSED CBIaL C'ABIE 1"t0Up/ :ATTACHED i0 EOSIINC CULLING W o p :: :: :: :: :: :: :: :: :: :: .. :: fT P Am DISEMEM CABLE W.IEOWE PORE i .. .. .. .. .. .. .. .. •e-u`'N` yy11��RR��11 ''A1, N MS AREA *F :: �.P.ROR.'Og-0.COAIDLL,CONE :: :: :: :: .. I ul FI,,�1 STORAGE uNE rAYtalloE RaT: :: ER6IMIC GRADE BUILDING ,1\ :: :: :: :: :: :: :: :: :: .: :: PROPOSED oDINu I 5W WM STREET CANE N COMM —. F(Y (IA —. ANt4S� PROP'ONim fDANN.CASE 1H.OU01 — .—.—.—.—.—— —.—.—.- G1BlE TRAY AiMLTED W '. INSIDE OF FNS,IO CI.IREY OABtE WNTAAOE PORE ::�- -�-� - . :PROPOSED CDAOAL CABLE MOWN THROUGH R CABLE UATEGLOE PAR11Al ROOF PUU'F. -- L---------J_—J PARiNIBASOIOifPLAN. PARTIAL BASEMENT PLAN PROPOSED DM"PmR ELEVATION,OEGRS AND Nona EDPPIIFNf _ ELEVATION ro. SCAM 1'_1O SCALE•C_11F NOS GRAPHIC SCALE GRAPHIC SCALE 10 5 ,0 20 10 0 5 10 20 Z— I ..J (IN FEET) (IN FM �I I inch - 10 Et. I inch - 10 ft. 1 ZONING G _. I MATERIALS SCHEDULE E L E C T R I C A L C 2005 ROOM NO FLOOR BASE WALLS DADO CLG TYPE HGT REMARKS LEGEND DYS WAITING VCT VINYL GWB SAT 9'-0" EXISTING AIL THESE PLANS ARE THE RTY OF LAV VCT VINYL GWB SAT 9'-01, RECESSED INCANDESCENT FIXTURE EXCLUSIVE PROP,aia, HCT#1 VCT VINYL GWB SAT 9'-0" anthony s planners aia, architects&planners AND THE USE OR REUSE DYS#5 CARPET VINYL GWB SAT 9'-0" DUPLEX CONV OUTLET 18"AFF OF THESE PLANS WITHOUT HIS PERMISSION DYS#4 CARPET VINYL GWB SAT 9'-0" (AC=6"ABOVE COUNTER)(CP=CHILD PROOF) __-_-- -----------------_-___.- __-- _ --._-------------__.-_--- - ---------- _-_- -------- ------ ___--- _-� IS PROHIBITED. DYS#3 CARPET VINYL GWB SAT 9'-0" DEDICATED OUTLET 18"AFF DWN 20 R KITCHEN - DYS#2 CARPET VINYL GWB SAT 9'-0" (AC=6"ABOVE COUNTER) LEXISTING STAIR K Y# 4 REORIENT EXISTING Y A I A STAIR A5 REQUIRED DYS#1 CARPET VINYL GWB SAT 9'-0" @ SPECIAL OUTLETS 18"AFF I _ p q (.B , HGT#2 Aco CONFERENCE CARPET VINYL GWB SAT 9'-0" VERIFY ELEC. REQUIREMENTS A A KEY#1 CARPET VINYL GWB SAT 9'-01, KEY#2 CARPET VINYL GWB SAT 9' 0" TELEPHONE/DATA JACK 18"AFF YS 5 (AC=6"±ABOVE COUNTER) ELI SAT 9'-0" KITCHEN VCT VINYL GWB TELEPHONE WIRING AND A M] OB OB , LF KEY#3 CARPET VINYL GWB SAT 9'-0" DATA WIRING SHALL BE LEVEL 6 KEY#4 CARPET VINYL GWB SAT 9'-0" i DYS) A I A A KEY CLASS/GROUPS CARPET VINYL GWB SAT 9'-0" DUPLEX CONY OUTLET 18"AFF WA TIN I - A WITH INDEPENDENT GROUND KEY#5 CARPET VINYL GWB SAT 9'-0" q (AC=6"ABOVE COUNTER) D�S RCP q �� A A KEY#6 CARPET VINYL GWB SAT 911, DEDICATED QUADRAPLEX CONY. q A (A A EN RA CE HCT#2 VCT VINYL GWB SAT 9'-0" OUTLET WITH INDEPENDENT - HCT#3 VCT VINYL GWB SAT 9'-0" GROUND 18"AFF(AC=6"±ABOVE K ENTRANCE VCT VINYL GWB SAT 9'-0" COUNTER) KEY C SS ROUP A O0 TEL CLOSET VCT VINYL GWB SAT 9'-0" QUA .CONY. OUTLET 18"AFF KE #5 (AC=6"±ABOVE COUNTER) A A A A A A A� C � - - p LAYS 3 YS YS 1 Y Y -- - ---- DUPLEX CONY OUTLET WITH GFI - � � � A. ABBREVIATIONS GWB =GYPSUM WALLBOARD 18"AFF(AC=6"ABOVE COUNTER) - - - - i__ _ CT=CERAMIC TILE — _ _ —_— _ � _ — _ -_ - -- - ----- — - --- - -_ - - - - - - - - g, VCT =VINYL COMPOSITION TILE SAT =SUSPENDED ACOUSTIC TILE SWITCH SINGLE POLE 42"-48"AFF I EXISTING DEMISING WALL � U CONC=CONCRETE (3=THREE WAY)(4-FOUR WAY) G� EX=EXISTING E REMAIN (D=DIMMER)(P=PILOT) EXISTING DSS i i p CMU =CONCRETE MASONRY UNIT 2'x 4' RECESSED FLUORESCENT GCMU=GLAZED CONCRETE MASONRY UNIT FIXTURE WITH ENERGY SAVING A BALLAST &ONE INCH SILVER 00 FINISH EGGCRATE LENS. FIXTURE REFLECTED CEILING PLAN TO MAINTAIN 65 FOOTCANDLES ---- -- -- - GENERAL NOTES: DESK LEVEL. (SM=SURFACE MTD) SCALE 1/8"=1'-0" 1 ALL EXISTING GWB SURFACES SHALL BE PATCHED AS REQUIRED 2'x 2' RECESSED FLUORESCENT AND OTHERWISE PREPARED TO RECEIVE NEW FINISHES FIXTURE WITH BALLAST &ONE INCH SILVER SAVING tED FINISH EGGCRATE LENS. FIXTURE ��'� TO MAINTAIN 65 FOOT CANDLES AT No. 2653 0 DESK LEVEL. (SM=SURFACE MTD) SCI2653 2"TYP 3'0" 2"TYP 3'0" 2"TYP 3'0" MASS. �tv -- - - EXIT SIGN-WALL MOUNTED a- --' �- INDICATES DIRECTIONAL ARROW a° ' EXISTING(RETAIL OF MPSS� N tn N r - C EXIT SIGN-CEILING MOUNTED va° ICK 1/4"THICK �-- INDICATES DIRECTIONAL ARROW 0? LAM)INATED cg LAMINATED 19 SAFETY GLASS SAF GLASS \ ------------ - -- ----- ---- ----- --- --- --- -- -- -- - ----. -- --- -- -- - �� EMERGENCY LIGHT SINGLE HEAD DM 20 R REORIENT EXISTING v EXISTING STAIR KEY#1 KEY#2 HCT#2 HCT#3 STAIR AS REQUIRED EMERGENCY LIGHT DUAL HEAD _ Cn KITCHEN ��► 7- _ _ �J -_ -- _�-__.__ -- ---- ----- --- ----- -- � EMERGENCY LIGHT DUAL HEAD `<_- �. DYS#5 06 �J 3 2'-0"SURFACE MOUNTED �` \ V zd u FLUORESCENT FIXTURE L$3 HW#1 HW#2 HW#3 CONFERENCE �_ $ 1 1/2 PR BUTTS NRP 11/2 PR BUTTS 1 1/2 PR BUTTS - __-__-____ Z O� L� 1 PANIC BAR-LEVER 1 LOCKSET-LEVER 1 PRIVACY LOCKSET W! DYS DYS RECPT 1 CLOSER 1 CLOSER PUSH BUTTON RELEASE-LEVER ELECTRICAL NOTES WAITING ------- _�' ® PROVIDE FULL HGT& 1 DOOR STOP 1 DOOR STOP 1 CLOSER - r ---.--- FULL WIDTH P KEY#6 1 DOOR STOP BACKBOARD 1 HANDICAP SIGNAGE - - - V O 1.ALL ELECTRICAL PLANS ARE DIAGRAMMATIC �@ PRINTER/FAX. PRINTER/FAX I VERIFY ELECTRICAL c ONLY SHOWING LOCATION OF ELECTRICAL POWER REQUIREMENTS FIXTURES AND DEVICES. OWNER SHALL O 2^TYP _ 3'0° _ _ z TYP _ 3'-0° 2"TYP _ 4'-0" _ _ PROVIDE ELECTRICAL CONSTRUCTIONLLJ DRAWINGS. ELECTRICAL CONSTRUCTION \ \ ~ Y U ' DRAWINGS SHALL PROVIDE FOR A r $ DYS#4 DYS#3 DYS#2 DYS#1 KEY#3 KEY#4 KEY CLASS/GROUPS COMPLETE ELECTRICAL LIGHTING AND �' HCT#1 e1 KEY Z O� N \ POWER SYSTEM AND SHALL INCLUDE BUT ---- !' Q 4!' "' 4 �' / NOT BE LIMITED TO CIRCUITING,ADA NEW LAV ,. :r , INACTIVE COMPLIANT FIRE ALARM SYSTEMS, FIRE �I VUR CK ' 1/4HICK °P LEAF PROTECTION SYSTEMS. HEATING — — — _ _ # ---- _-_-- _ _ 11_-.___ _- -- aq -- _ __ __. - .:: : - -- -- - :Y �- LAMINATED VENTILATING&AIR CONDITIONING — - ----- --- j -_�- -_-- -. - --`— - Z W (f� G 60 MINUTE SAF tY GLASS `� SYSTEMS, MOTOR CONNECTIONS, AUDIBLE EXISTING DEMISING WALL LABEL RED SILENT ALARM VIEW AN APPROVALTBY OWNER FOR __ LOCATE CENTER OF j LOCATE CENTER OF W \. / AND LOCAL BUILDING OFFICIALS. I EXISTING COL EXISTING COL w W L___ -------- ------ I ru ELECTRICAL CONTRACTOR SHALL SUBMIT EXISTING DSS Q ELECTRICAL FIXTURE SCHEDULE FOR 2 U) 0 0 OWNER APPROVAL. ELECTRICAL FLOOR PLAN g 0 z --_- _ ------- -- -- --- -----_ - HW#4 HW#5 HW#6 2. SWITCHING OF CORRIDOR AND HALL SCALE 1/8"=1'-0" 1 112 PR BUTTS NRP 1 112 PR BUTTS NRP 3 PR BUTTS NRP LIGHTING SHALL BE DETERMINED IN THE 1 PANIC BAR-LEVER 1 PASSAGE SET 1 LOCKSET-KNURLED LEVER FIELD AND SHALL BE INDEPENDENT OF OPEN 1 CLOSER 1 CLOSER 1 PAIR FLUSH BOLTS INACTIVE LEAF AREA LIGHTING. 1 DOOR STOP 1 DOORSTOP 1 DOORSTOP 3.ALL ELECTRICAL WORK SHALL BE DONE IN g ACCORDANCE WITH ALL LOCAL AND/OR _J GOVERNING CODES, ORDINANCES AND RULES AND REGULATIONS. METAL DOORS,PRESSED METAL DOOR FRAMES 1. EXTERIOR AND INN TERIOR PRESSED METAL DOOR FRAMES 4. REFER TO ALL DRAWINGS FOR RELATED SHALL BE"AND INN KD PRIME COLD ROLLED STEEL FRAMES DOOR TYPES WORK INSTALL SEE COUNTER PROGRESS PRINTS EXISTING RETAIL &SINK.SEE SH A-2 FOR DETAILS REVISIONS FORMED WITH ADDITIONAL RETURN LEG AS MANUFACTURED _ ---- BY KEWANEE CORP.KEWANEE ILLINOIS SCALE 1/4"= T-0" REMOVE EXISTING PARTITION PP 02/24/05 AS REQUIRED INCLUDING GLASS VISION PANELS REMOVE EXISTING DOOR PROVIDE COUNTERSUNK SCREW HOLE AT BOTTOM OF EACH - -- -- - --- - -- - - - J &BLOCK UP OPENING ISSUED FOR BIDDING& JAMB FACE FOR ANCHORAGE INTO ROUGH OPENING AND -- -- - - -- - - - - - PERMITTING - COMPRESSION LUG ASSEMBLY TO CLOSE AND LOCK I 5/8"GWB CORNER MITERS EACH SIDE L E G E N D -- ---- -- -- -- ---- -- -- --- ----- . _ --- -- ---- ---- ---- ------ PP 03/02105 4"STEEL - - _ -- _ __ --- — -- ----- ---- - - --- --_ -� __ _ --- -- --- — --- ------- -- — 2 PRESSED METAL FRAMES SHALL BE MORTISED REINFORCED. STUDS k D+ISTINGSTAIR 1 21 O 9 9 + , 9 8 REORIENT EXISTING DRILLED.TAPED AND OTHERWISE PREPARED TO RECEIVE NESTED 20 GA EX TO BE REMOVED E KEY#1 KEY#2 _ + HCT#2 I HCT#3 STAIR AS REQUIRED FURNISH RUBBER BUMPERS SILENCERS THREE PER JAMB. _ _-- __ -- ---_ KITCHEN 8 6 8'6" FULL MORTISED TEMPLATE HINGES AND TEMPLATE STRIKE ' T REMAIN -' N METAL RUNNERS { EXISTING O EM E ; - ' P METAL METAL _�. 3. FRAMES SHALL BE THOROUGHLY CLEANED 1 : DYS#5 o b ECX3E ED°E 4 PHOSPHATIZED AND PAINTED WITH ONE COAT GREY BAKED r <`� Eoce (�� Q,\) ENAMEL PRIMER.READY FOR FINISH PAINTING. DOOR" ` NEW PARTITION OR WALL �' I �' 4,6„ ��/ (,3 a EDGE 1 15/16 \� 4 1 3/4"THICK16 GA.EXTERIOR&INTERIOR 18 GA.HOLLOW METAL ° �1; CONFERENCE 9 DOORS SHALL BE D-SERIES FULL FLUSH SEAMLESS STEEL 6 1/4" HALF HEIGHT PARTITION I_ 1 6 CONSTRUCTION WITH POLYURETHANE CORE AS MANUFACTURED DYS SEE SHEET A-2 BY KEWANEE CORP..KEWANEE,ILLINOIS DOORS SHALL BE W/HARDWOOD CAP WAITING I D FOR DETAILS n \ C) b , 5'0" 10'6" ENTRANCE REINFORCED,DRILLED,TAPED AND OTHERWISE PREPARED TO T r- �/ O a I KEY#6 RECEIVE HARDWARE DOORS SHALL BE CLEANED.PHOSPHATIZED H�� 8„ ?'i VAT CARPET 5'O" c?�f AND PRIMED WITH HIGH GRADE ENAMEL READY FOR FINISH �T: i ONE HOUR RATED _ 4 PAINTING. 7 HOLD 1 TELCLOS 5 1/4" _ DEMISING WALL t I REMOVE GLASS VISION bo HARDWARE I REMOVE EXISTING _------ --- PANELS&INSTALL PROVIDE 2 1/2" - �- - --- 2 2 2 2 DUCT WORK I �I �O � Q O NEW STUDDING AS REQUIRED 1 PROVIDE ALL LABOR,EQUIPMENT TOOLS AND MATERIALS THERMA-FIBER SOUND REQUIRED TO COMPLETE THE WORK INCLUDING ROUGH BLANKET INSULATION NOTES ��IGN 3 �! HARDVARE,FINISH HARDWARE AND MISCELLANEOUS FULL HEIGHT(TYP)WHERE 1 1 M, , f NORTH SPECIALTY ITEMS. HARWARE FINISH TO BE US 26D UNLESS NOTED - --- -_ - - - -� `� OTHERWISE NOTED PM.FRAME 1 ' a �f o DYS#4 DYS#3 DYS#2 DYS#1 KEY#3 b KEY CLASS/GROUPS 4 1.ALL DIMENSIONS ARE TAKEN TO FACE OF HCT#1 N KEY#4 KEY#5 2 ALL LOCK CYLINDERS SHALL BE BEST LOCK CORE CYLINDERS EXISTING MASONRY WALLS TO FACE OF L,qV _ 11'3"t 9'8" 9'8" 9'8" 10,0" I bo `r OR EQUAL MASTER KEYED TO THE REQUIREMENTS OF THE N FINISHED WALL&FROM FACE OF FINISHED EXISTING '' R Y AND THREE 3 TENANT.FURNISH SIX(6)MASTE KE S O DOOR WALL TO FACE OF FINISHED WALL CHIMNEY CHANGEKEYS PER LOCKSET. _ -_ --_-__ _ - _-_-_�_- - - __' - ---- - __ - - - AS NOTED SOLID GROUT AT - — - — " ' ANCHOR CLIPS 2. SEE SH A-2 FOR HCT PLANS&DETAILS 3 ALL HARDWARE FOR LABELED OPENINGS SHALL BEAR THE 6 1!a" EXISTING DEMISING WALL I 1 ( �' SCALE REQUIRED LABEL FOR THAT OPENING, 4. THE FOLLOWING FINISH HARDWARE MANUFACTURERS OR L_ LOCATE CENTER OF I LOCATE CENTER OF EQUAL SHALL BE USED TO PREPARE FINISH HARDWARE JAMB LIST OF DRAWINGS i I EXISTING COL EXISTING COL 1_ DRAM SCHEDULE. _____-_-_ _ -_-- --_ _-- 2005_8 HINGES STANLEY DOOR DETAILS A-1 F LOOR PLAN. LEGENDS&NOTES EXISTING DSS I JOB NO ELECTRONIC LOCKS SIMPLEX 1000 - - -- -- A-2 PARTITIONS &MISC. SECTIONS, DETAILS FLOOR PLAN PANIC DEVICES.VON DUPRIN SERIES 33 SCALE 1 1/2"= V-0' - -PLAN DATE LOCKSETS,PASSAGE SETS.ARROW"H"SERIES-LEVER &OUTLINE SPECIFICATIONS SCALE 1/8"=1'-0" DOOR CLOSERS' LCN 4116 DOOR MOUNTED NOTE: DOOR STOPS IVES DIVISION(407)(436) PROVIDE EXISTING WALLANCHORS PUSH PULLS.ROCKWOOD MFR.CO AT DOOR#1 KICK PLATES ROCKWOOD MFR.CO WEATHERSTRIPPING:PEMKO THRESHOLDS REESE A- 1 SHEET 2005 OUTLINE SPECIFICATIONS c _ - -- ---- --- - - ----------- -- - --- -- ---- � THESE PLANS ARE THE EXCLUSIVE PROPERTY OF STEEL RUNNER ' UNDERSIDE OF PROVIDE DIAGONAL /Z CONT UNDERSIDE OF UNDERSIDE OF 1.SCOPE OF WORK anthony p.d'onofrio,aia, CROSS BRACING AT FLOOR OR ROOF � � � STEEL FLOOR OR ROOF FLOOR OR ROOF architects&planners STRUCTURE 4'-0"MAX.O C. -..�. / / RUNNER STRUCTURE STRUCTURE 1. FURNISH ALL LABOR MATEtALS.TOOLS,EQUIPMENT AND 6.GYPSUM WALL BOARD AND METAL STUDDING AND THE USE OR REUSEAND AT AL,DOOR JAMB l SERVICES REQUIRED FOR-HE CONSTRUCTION OF THE WORK OF THESE PLANS LOCATIONS.SECURE TO z STEEL RUNNER AS SHOWN ON THE DRAWIGS OR SPECIFIED HERE-IN.ALL 1. ALL GYPSUM WALLBOARD IGWB),STEEL STUDDING AND WITHOUT HIS PERMISSION STRUCTURE ABOVE MATERIALS AND EQUIPME T SHALL BE NEW,UNLESS JOINT FINISHING MATERIALS SHALL BE AS MANUFACTURED IS PROHIBITED. 2 OTHERWISE NOTED.AND'MALL BE INSTALLED IN A BY THE UNITED STATES GYPSUM CO.INC.(USGI OR EQUAL. m WORKMANLIKE MANNER E MECHANICS SKILLED IN THEIR ALL METAL COMPONENTS SHALL BE GALVANIZED AND OF ---- - -------- -- - TRADE. SIZES NOTED ON THE DRAWINGS.REINFORCESTUD WALLS -� AS REQUIRED FOR BRACKETS,FIXTURES,HANGERS,ETC. _ 2.BIDDING SUSP ACOUSTIC SUSP ACOUSTIC SUSP ACOUSTIC SUSP ACOUSTIC 2. ALL GYPSUM WALLBOARD SHALL BE TYPE "X-THICKNESS TILE CLG(SAT) TILE CLG(SAT) TILE CLG(SAT) TILE CLG 1 BIDDERS SHALL VISIT THFSITE TO FAMILIARIZE HIMSELF SHALL BE AS NOTED ON THE DRAWINGS ALL GYPSUM WITH THE SCOPE OF THE VORK PRIOR TO SUBMITTING HIS WALLBOARD SHALL BE TAPED,SANDED.PRIMED AND 1� BID OTHERWISE PREPARED TO RECEIVE FINISHES. 2. BIDDERS SHALL SUBMIT;EALED,ITEMIZED BIDS IN A FORM 3. ALL GYPSUM WALLBOARD IN TOILET ROOMS,AT SERVICE m ' 5I8"TYPE"X"GM NOTE: AND AT A TIME AND PLAC AS SET FORTH BY WILLIAMS SINKS AND BACK-UP FOR CERAMIC TILE SHALL BE M04STURE < EACH SIDE ON 3 5/8 5/8"TYPE"X"GWB 5/8"TYPE"X"GWB 3/4"OAK STREET CORPORATION 00 NORTH FRONT STREET,NEW RESISTANT. 20 GA STEEL STUDS CAP AND MOULD'G BEDFORD,MA,02740 5/8"TYPE"X"GW9 PROVIDE CONT HORIZONTAL i EACH SIDE ON 3 5/8" EACH SIDE ON 3 5!8",20 GA 4. ALL INTERIOR PARTITIONING SHALL BE CARRIED TO @ 24"oc.PROVIDE 25 GA STEEL STUDS STEEL STUDS @ 16"oc 3 BIDDERS SHALL FURNI N CERTIFICATES OF INSURANCE AS UNDERSIDE OF FLOOR OR ROOF CONSTRUCTION WHERE ON 2 1/2"20 GA STEEL CONT HORIZONTAL STIFFENERS AT ALL PROVIDE CONT HORIZONTAL @ 24"oc REQUIRED BY LAW FOR 1HE FOLLOWING: NOTED U.S.G.CWR STEEL RUNNER AT HEAD SHALL BE STUDS @ 24"oc REINFORCEMENT GYPSUM WALLBOARD REINFORCEMENTAT THIRD POINTS 2x3 CONT VvO. CLIPPED TO UNDERSIDE OF STRUCTURE TO ALLOW FOR ct AT THIRD POINTS PARTITIONS TYP BLOCKING WORKMEN'S COMPENSATION ACTS AND OTHER EMPLOYEE STRUCTURAL DEFLECTION OF STRUCTURE. INSTALL 1 1/2"RIGID INSULATION } o LLl � � , BENEFIT ACTS. CONTROL JOINTS IN WALLS AND CEILINGS AS BETWEEN EACH STUD Z ELIMINATE INSULATION I COMPREHENSIVE GENERAL LIABILITY RECOMMENDED BY THE MANUFACTURER. N ( W I PUBLIC LIABILITY INCLUDING BODILY INJURY AND DEATH, M AT INTERIOR MASONRY 2 112"THERMA- 2 1/2"THERMA- 2 1/2"THERMA- AND PROPERTY DAMAGE 5 PROVIDE FIRE STOPPING AT ALL PENETRATIONS IN ALL 0 WALLS) FIBER SOUND FIBER SOUND �^ FIBER SOUND W 1/2"GW8 EACH AUTOMOBILE LIABILITY RATED GYPSUM WALL BOARD PATITIONS&CEILINGS. > STEEL RUNNER d' BLANKET INSUL BLANKET INSUL BLANKET INSUL SIDE ON 3 518" CONTRACTUAL LIABILITY V7 w FULL HGT(TYP) FULL HGT(TYP) NOTE. FULL HGT(TYP) 1 20 GA STEEL STUDS 7. METAL DOORS,PRESSED METAL DOOR FRAMES 0 DEMISING WALL SHALL @ 16"oc b WHICH SHALL BE WRITTEN FOR NOT LESS THAN LIMITS >✓ 00 BE ONE HOUR RATED SPECIFIED BY THE OWNER OR REQUIRED BY LAW T HE 1. SEE SHEET A-1 O UL DES U465 GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL FURNISH CERTIFICATES OF INSURANCE WITH HIS BID. 8.HARDWARE(SEE SHEET A-1) CIO cam, VINYL BASE VINYL BASE VINYL BASE VINYL BASE VINYL BASE 3.GENERAL 9. GLASS 8 GLAZING . -8 CIO STEEL RUNNER STEEL RUNNER FIN FLOOR STEEL RUNNER FIN FLOOR STEEL FIN FLOOR STEEL RUNNER FIN FLOOR 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE ! 1. ALL GLASS SHALL BE SHALL BE OF THICKNESS AND TYPES RUNNER MASSACHUSETTS STATE BUILDING CODE AND ALL OTHER SHOWN ON THE DRAWINGS AND INSTALLED IN M FIN FLOOR J LOCAL AND/OR GOVERNING CODES,RULES AND ACCORDANCE WITH MANUFACTURERS DIRECTIONS AND r / I REGULATIONS.THE GENERAL CONTRACTOR SHALL FILE ALL SPECIFICATIONS. •iU+ ' REQUIRED PLANS AND OBTAIN ALL REQUISITE PERMITS. _ 10.CARPETING pp -- --- - ._. . -- - - ---- - - --- - - - ---- _ . - ---- ----- -- - - - - ----- - -- ------ -- - - -- - - ---- -- 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND l� ---- .------- -------------------------- 1. CARPETING SHALL BE 28 OZ FACE WEIGHT PER SQUARE CONDITIONS AT THE SITE. DO NOT SCALE DRAWINGS. v-, -- --- ------ -- ----- IN CASE OF DISCREPANCY BETWEEN DRAWINGS OR YARD CUT PILE,WITH FIVE YEAR GUARANTEE AND ANTI- (� CA T Y R FURRED OUT WALL DETAIL @ MASONRY WALLS T Y R FULL HGT INTERIOR PARTITION T Y R INTERIOR PARTITION T Y P DEMISING WALL HALF HEIGHT PARTITION DIMENSIONS ETC. NOTIFY THE ARCHITECT PRIOR STATIC WARRANTY COLORS TO BE SELECTED BY THE TO PROCEEDING WITH THE WORK. AGENCY. SCALE 1/2"= 1'-0" SCALE 1/2"= 1'-0" SCALE 1/2"= 1'-0" SCALE 1/2"= 1'-0" -r�� SCALE 1/2"= 1'-0" - - - ITT -- -- 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO 2. PREPARE SUBSTRATES TO RECEIVE CARPET AND CARPET _ _. ...i - � - ______-_ ____ _ ____ ___ __ _ __.__-____-_ -__ ___._ PREVENT ANY DAMAGE TO THE EXISTING BUILDING AND BASE AS REQUIRED.CARPET SHALL BE GLUED DIRECTLY TO - _ - _-_ _ _______ ADJACENT PROPERTIES AND SHALL BE RESPONSIBLE FOR THE SUBSTRATES WITH ADHESIVES AS RECOMMENDED BY ANY DAMAGE TO SAME CAUSED BY HIS OPERATIONS. THE MANUFACTURER OF THE CARPET. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE 3. VINYL STRAIGHT BASE SHALL BE PLAIN TOP-SET 4"HIGH, FOR ALL MEANS METHODS,TECHNIQUES,SEQUENCES. WITH ROUNDED TOP AND OF COLOR SELECTED BY THE AND PROCEDURES AND FOR COORDINATING ALL PORTIONS AGENCY.CEMENTS AND PRIMERS SHALL BE AS SUPPLIED j n I No. 2653PLASTIC LAMINATE ALL OF THE WORK. OR RECOMMENDED BY THE MANUFACTURER OF THE VINYL O SCITUATE, ~ SURFACES OVER 3/4"HIGH BASE TO BE USED. MASS DENSITY FIBERBOARD 4. PLUMBING.FIRE PROTECTION,HVAC AND ELECTRICAL 2'4' CONSTRUCTION DRAWINGS ARE NOT INCLUDED HEREWITH 12. RESILIENT FLOORING �G�J PLASTIC LAMINATE ALL 9 - - -- --- (ELECTRICAL PLANS SHOWN HERE-IN ARE DIAGRAMMATIC \C PSgP SURFACES OVER 3/4"HIGH ONLY).CONSTRUCTION DRAWINGS FOR THIS WORK SHALL 1 VINYL COMPOSITION TILE(VCT),12"X 12"X 1/8" 'HOFO - - __ -- DENSITY FIBERBOARD BE PREPARED BY THE OWNER AND SUBMITTED TO THE SHALL BE AS MANUFACTURED BY AZROCK FLOOR - - - - - Z 6 - AGENCY AND THE BUILDING DEPARTMENT FOR APPROVAL PRODUCTS OR EQUAL,IN PREMIUM PATTERNS WITH CONT 2 z2"WD j' 4-7/8" 4" AND OBTAINNG PERMITS PRIOR TO INSTALLATION, ALL COLORS TO BE SELECTED BY OWNER. CLLEAT „ U) I CONT!2"x4"WD T PLUMBING,FIRE PROTECTION,HVAC AND ELECTRICAL WORK 2. VINYL COVE BASE SHALL BE PLAIN TOP-SET 4"HIGH. Z CLEAt&STEEL " " TT 1 � SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE WITH ROUNDED TOP AND OF COLOR SELECTED BY RUNNER 4-7/8" STATE.LOCAL,AND GOVERNING CODES. OWNER.RUNNER CONT 2x2 VvD Y X CLEAT F'-' X Y CONT 2"x4"WD ( '- 5. ALL WORK SHALL BE COORDINATED WITH AND BY ALL 3. CEMENTS AND PRIMERS SHALL BE AS SUPPLIED AND Q A-2 A•2 A-2 A-2 CLEAT&STEEL TRADES BEFORE ANY INSTALLATION IS MADE.REFER TO ALL RECOMMENDED BY THE MANUFACTURER OF THE TILE U U- RUNNER U PLUMBING,FIRE PROTECTION,HVAC AND ELECTRICAL AND VINYL BASE TO BE USED. 0 F-- PLASTIC I 3/4"HIGH DENNSIITY FIBERBOARD / ¢ PLASTIC LAMINATE COVERED V LL DRAWINGS FOR RELATED WORK. � 3/4"HIGH DENSITY FIBERBOARD 13. CEILINGS AND SUSPENSION SYSTEM orf I INTERMEDIATE SUPPORTS VINYL BASE INTERMEDIATE SUPPORTS VINYL BASE 6. THE GENERAL CONTRACTOR SHALL GUARANTEE ALL II ao WORKMANSHIP,MATERIALS AND EQUIPMENT FOR A PERIOD 1. ACOUSTICAL TILE(SAT)CEILING SUSPENSION SYSTEM � U h b I I _b FIN FLOOR FIN FLOOR OF ONE YEAR AFTER ACCEPTANCE AND OCCUPANCY, SHALL BE PRELUDE PLUS 2'RONG WORLD INDUSTRIES. C6 cf) - O _ I li I I �RUNNER � STEEL RUNNER - I� x4'GRID SYSTEM AS STEE: - -- ---- - UNLESS OTHERWISE NOTED. MANUFACTURED BY GRID SYSTEM SHALL BE INTERMEDIATE DUTY,NON FIRE RATED W (n � Z 7, SUBMIT MINIMUM OF SIX(6)COPIES OF SHOP DRAWINGS EXPOSED TEE COMPONENTS DIE CUT AND INTERLOCKING. Z } DENOTE PLASTIC LAMINATE COVERED DENOTE PLASTIC LAMINATE COVERED SECTION X SECTION Y SHALL OWNER FOR APPROVAL.THE GENERAL CONTRACTOR CONFORMING TO REQUIREMENT STABILIZERNCLUDE ASTM C635. J _ INTERMEDIATE SUPPORTS INTERMEDIATE SUPPORTS -- A A Z - _ ____� SHALL CHECK AND VERIFY ALL SHOP DRAWINGS. EDGE MOACCESSORDIINGS ANDIES SHALL IOTHER DEVICES REQUIRED D FOR SCALE 1/2"=1'-0' SCALE 1/2"=1'-0" A"2 O O COUNTER ELEVATION 8 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUSPENDED GRID SYSTEM..SUPPORT CHANNELS AND PROVIDING DUSTPROOF PROTECTIONS AROUND ALL HANGERS SHALL BE OF SIZE AND TYPE TO SUIT O CL SCALE 1/4°=1'-0° ALTEREDAREAS DUSTPROOF PROTECTIONS SHALL BE APPLICATION TO RIGIDLY SECURE ACOUSTIC CEILING 06 E O CONSTRUCTED AND MAINTAINED SO AS NOT TO INTERFERE SYSTEM INCLUDING INTERGRAL MECHANICALAND WITH REQUIRED BUILDING EGRESS. ELECTRICAL COMPONENTS WITH MAXIMUM DEFLECTION OF 1/360. J 9. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL 2, ACOUSTICAL TILE PANELS SHALL BE CLASS A 24"x48"x 5/8" BE RESPONSIBLE FOR THE DAILY REMOVAL OF DEBRIS TRAVETONE FISSURED PANELS AS MANUFACTURED BY CAUSED BY THEIR P'SPFI�TIVE OPERATIONS THE GENERA' ARMSTRONG WORLD INDUSTRIES ui O I t CONTRACTOR AND SUBCONTRACTORS SHALL BE 0 LL 1`'V' RESPONSIBLE FOR THE REMOVAL OF DEBRIS AND RUBBISH 10 AT THE COMPLETION OF THE WORK, U) 10 THE GENERAL CONTRACTOR AT THE COMPLETION OF ALL 14. PAINTING Z F2_ � WORK BY ALL TRADES SHALL REMOVE ALL TEMPORARY 1. ALL PAINT MATERIALS SHALL BE FIRST QUALITY PRODUCTS O C� ------------- - ----- - -- PROTECTIONS,VACUUM ALL CARPETS AND SPOT CLEAN AS !-- �-- __---.---- -- ---- -- __ -----___ -_ _ -_- - _- -----. ----- - - --------------- ---- -� AS MANUFACTURED BY SHERWIN WILLIAMS,DEVOE. REQUIRED.REMOVE ALL PUTTY STAINS AND PAINT FROM PRATT-LAMBERT,CABOT OR EQUAL Z EXCEPT MATERIALS V ALL GLASS AND POLISH SAME,REMOVE ALL MARKS, FINISHED WITH PRIME COAT BY OTHERS,ALL PAINT w Q STAINS,AND OTHER SOIL AND DIRT FROM ALL PAINTED, PRODUCTS SHALL BE OF THE SAME MANUFACTURER. cn Z DYS RECEPTION COUNTER DETAILS DECORATED ANDEQUIPMENT REM ; INGSHALL LSTAINALL W Q w FIXTURES AND EQUIPMENT REMOVING ALL STAINS,PAINT. ALL COLORS TO BE SELECTED BY THE OWNER.ALL SURFACES SHALL BE TOUCHED UP WHERE ABRADED,WITH MATERIALS U �J DIRT AND DUST;CLEAN ALL WINDOWS AND FRAMING:AND RECOMMENDED BY THE PAINT MANUFACTURER.BEFORE Cn LEAN ANPOLISHALL - Z -- -- - - - - - -- - -- --- - ----- -- --- - -- - - -- _- - ---- - - - -- --- -- --- ------- - PAINTING AS SPECIFIED BEYOND. COUNTERS. (n 2. ALL NEW&EXISTING SURFACES SHALL BE PAINTED AS O 4.CARPENTRY AND MILLWORK FOLLOWS: a- 1. PROVIDE ALL LABOR,EQUIPMENT,TOOLS AND MATERIALS O REQUIRED TO COMPLETE THE WORK.INCLUDING ROUGH INTERIOR-GYPSUM WALLBOARD;METAL DOORS AND Z HARDWARE,FINISH HARDWARE AND MISCELLANEOUS METAL DOOR FRAMES:EXPOSED COLUMNS,STEEL O C- 1 1/4"DIA CHROME ACID ETCHED PIPING,EXPOSED DUCT WORK,LOUVERS AND GRILLES; GRAB BARS MTD 34 1/2"OFF SPECIALTY ITEMS. ETC. 42" � 12„ FIN FUR AND 1 1/2"FROM WALL 2. PROTECT ALL MATERIALS FROM INJURY AND DAMPNESS MAX SECURELY ANCHOR TO BLKG IN VVALL ONE(1)COAT PROVIDED B LATEX PRIMER OR EQUAL _ DURING AND AFTER DELIVERY.DELIVER LUMBER AND CARPENTRY MATERIALS IN A DRY CONDITION AND STORE ONE(WH(1) NOT PROVIDED IK OTHERS) ONE(1)COAT-KEM KROMI K METAL PRIMER OR EQUAL Q T 8" LUMBER AND MILLWORK TO INSURE PROPER VENTILATION (METAL WORK) fl� i -i ____-_ _ _ - ._ I `� AND DRAINAGE. ONE (1)COAT-GALVITE OR EQUAL(GALVINZED IRON) 1 1/4' DIA CHROME TWO(2)COATS-PROMAR 200 EGGSHELL LATEX T 3 ALL FRAMING LUMBER SHALL BE GRADED IN ACCORDANCE SEMI-GLOSS OR EQUAL 5 DIA COUNTERTOP &SUPPORT ACID ETCHEDGRAB WITH LATEST GRADING RULES OF MANUFACTURER'S PROGRESS PRINTS SINK HCT y� HCT #3 BARS MTD 34 112"OFF � 'J PANELS TO BE FABRICATED WITH TWO ASSOCIATION UNDER WHICH RULES LUMBER IS PRODUCED L 4 FIN FLR AND 1 112" Zv �p I LAYERS 3!4"MEDIUM DENSITY FIBERBOARD INTERIOR-WOOD DOORS AND TRIM REVISIONS SINK a v / FROM WALL SECURELY \ / AS60CEATIONE GRADE AND TRADE MARK OF THE ONE(1)COAT STAIN PP 02/24/05 SINK &BACKSPASH r. ANCHOR TO BLKG IN WALL TWO(2)COATS SATIN VARNISH / \ 4 LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF ISSUED FOR BIDDING& -SINK T 19%FOR FRAMING LUMBER AND 12%FOR KILN-DRIED PERMITTING LUMBER ALL LUMBER SHALL BE SOUND,THOROUGHLY PP 03/02//05 -- --_. SEASONED.WELL MANUFACTURED AND FREE FROM DEFECTS. ALL LUMBER UNLESS OTHERWISE NOTED SHALL �^ BE DRESSED S4S 6"MAX 42" `tVY I 5 ALL WORK SHALL BE PROPERLY CUT AND FRAMED TO A CLOSE FIT SO THAT JOINTS WILL HAVE EVEN BEARING OVER THE ENTIRE CONTACT SURFACE AND SHALL BE 18" _3'6"CLEAR _ 30"MIN J ACCURATELY SET TO THE REQUIRED LINES AND LEVELS AND _ PLASTIC;LAMINATE COUNTERTOP SECURELY ANCHORED IN PLACE. T - � ' ,Ew &BACK PA$H 6. INTERIOR WOOD DOORS SHALL BE AS MANUFACTURED BY HCT # 2 & 3 PLANS HCT #1 PLAN `Y �- MO HAWK FLUSH DOORS,INC WITH 1 3/4"THICK A CORE OF fi - PARTICLEBOARD CONFORMING TO ANSIA-208-1 STILES - - -- AND RAILS SHALL BE SECURELY BONDED TO CORE FACE SCALE 1/4"= 1'-0" SCALE 1/4"= T-0° VENEERS SHALL BE AIM PREMIUM GRADE RED OAK FOR STAIN FINISH. 7 ALL WOOD TRIM SHALL BE RED OAK AND OF THICKNESS <C OPEN AND SIZES AS SHOWN ON THE DRAWINGS U WIRE I 8. PLASTIC LAMINATE SHALL BE FORMICA OR EQUAL 1/16" r HIGH PRESSURE LAMINATE,MEETING OR EXCEEDING THE PULLS `n PERFORMANCE STANDARDS OF NEMA,CLASS 1 IN A LOW MIRROR `4 NON-DIRECTIONAL TEXTURE.BONDING CEMENT SHALL BE NORr/y - - FORMICA CONTACT CEMENT OR EQUAL COLORS TO BE SELECTED BY THE AGENCY. FEM NAPKIN PAPER DISP ATWOMEN'S TOWEL SOAP __ _ - TOILET RM ONLY DISP - - , 2 DISP 4"INDEXED WRIST BLADE "` �--� $ ± � 5.CAULKING AND SEALANTS LEVER FAUCET HANDLES 1 ALL CAULKING AND SEALANTS SHALL BE AS WITH GOOSENECK SPOUT . MAx MANUFACTURED BY TREMCO OR EQUAL.EXTERIOR URINAL CAULKING SHALL BE TREMCO"DYMONIC" INTERIOR AS NOTED GRAB BARS CAULKING SHALL BE TREMCO ACRLYIC LATEX 384.COLOR SCALE 1 PAPER NOTE: SHALL BE SELECTED BY THE OWNER, ALL JOINTS WHERE SHOWN OR REQUIRED SHALL BE CAULKED INSTALL A NON- 0 1 1 , DISP N COUNTERTOP TO BE BUILT PER AMERICAN STAINING FILLER MATERIAL WHERE REQUIRED OR WHEN WOODWORK INSTITUTES LATEST CUSTOM JOINTS ARE MORE THAN 1/4"WIDE.JOINT FILLER SHALL BE DRAWN I STANDARDS 8 DETAILS. FULL DEPTH OF JOINT AND WITHIN 112"OF THE SURFACE C140 N Z a N - i� BEFORE APPLYING CAULKING 2004_01 1 1 I w I I 1 FEM NAPKIN 1 BASE&WALL CABINETS TO JOB NO DISP ATVL HAVE PLASTIC LAMINATE ON Y TOILET ONLY ALL SURFACES ON HIGH DENSITY FIBERBOARD DATE NOTE: MODIFY AND/OR PROVIDE NEW TOILET ACCESSORIES AT EACH HC SINK, SINK,TOILET COMPARTMENT, ETC AS REQUIRED I -- A-2 TYPICAL HCT TOILET PLANS & FIXTURE & ACCESSORIES M -rG HEIGHTS TYP KITCABINET ELEVATIONS N T S SCALE 112"= l'-0" SHEET I Z 0 o I GENERAL NOTES U- LEGEND & ABBREVIATIONS ' EXISTING PROPOSED � ' W TREE 2 , I L MCDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. SHRUB I ' Cj.1 CONDUIT AND MIRING ARE BY THE GENERAL CONTRACTOREL r ••�~HEDGE V j U L BASES, ANCHOR BOLTS. CONDUIT, AND MIRING FOR ALL OTHER } s I � I J _j 308 SIGNS ARE BY THE GENERAL CONTRACTER P4 UTILITY POLE : I I 75 3. 3/4' EMPTY CONDUIT TO LOCATIONS SH[1VN AT THE LOT PERI- METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHT- LIGHT N WILLIAM STREET CORP. ' q , I ING FIXTURES, BASES, POLES, CONDUIT, AND MIRING ARE BY THE TRANSFER CERTIFICATE I3 Q OWNER/OPERATOR. �. SIGN -�- o O I. of TITLE 127869 o J 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR ANCHOR POLE GUY -j BOLTS ARE BY THE FLAGPOLE SUPPLIER. (� I S. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC [PLY. EXACT FULL DEPTH $AWCUT MEET dt MATCH%EXISTING GRADES • I 3 I D 4 LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MST CATCH BASIN/GRATE CB � O 0 STORM DRAIN MANHOLE OMH 0 ECONOMICAL INSTALLATION. � f t~ ~ /] 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY CQMPANI ® SANITARY SEWER MANHOLE SMH • ES b Q TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING J Aj Oi 19 UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING Z BOLLARD 1 ' Q ' 3� \ DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AMD C3 R&R ! '�'jGy TOI✓N CIRCUITING. M•- >- o WOODEN FENCE n R=3, 4 ' SCy�O A y� 7. ALL ELEVATIONS SHOWN ARE IN REFFMtENCE TO THE BENCHMARK 0- J I T AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT o CHAIN LINK FENCE e Rp o,� v N � BITUMINOUS PAVEMENT N ' U O , I I A� a GNISH WALK AND CURB ELEVATIONS SMALL BE 6' ABOVE FINISH W H x WIRE FENCE x (SEE NOTE 21.) a '� ' PAVEMENT. A fn O W WATER UNE W R=5' W I2 I2 9. ALL LANDSCAPE AREAS SHALT. BE ROUGH GRADED TO 6' BELOW IK JZ Q TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, S SANITARY SEWER S ® ��w 4 `� AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. Q V p 10. LOT LIGHITMG CONCRETE FOOTINGS TO CONFORM WITH THE SOILS PAVEMENT b � REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. ST STORM SEWER D STRIPING � h �' 1L IT SMALL K THE CONTRACTORS SOLE RESPONSIBILITY T13 OBTAIN ANY AND N ?f �ryI4 '� I ALL CONSTRUCTION PERMITS REQUIRED BY THE STATE OF MASSACHUSETTS, G GAS LINE G _ 4 SPACES • 9'x19' ( PARKING LOT PAVEMENT tp AND THE BARNSTABLE COUNTY D.P.V. PRIOR TO COMMENCING ANY WORK. T TELEPHONE LINE (SUBSURFACE) o R 5' R 2 R-10' STRIPING I It THE CONTRACTOR SHALL SUBMIT CATALOG CUTS AND/OR SHOP DRAWINGS 5� R-3' R-10' R=5• R-5' R=5• R=5� ' •K' FOR ALL MATERIALS USED FOR APPROVAL BY THE OWNER. OHW OVERHEAD WARES m S pI 13, ALL CONSTRUCTION WORK SHALL BE PERFORMED IN THE DRY. THE CONTRACTOR � T4 E 8 SHALL PROVIDE, OPERATE AND MAINTAIN ALL PUMPS, DRAINS, WELL POINTS, W O f' LOT LIGHT CA 'BURGER KING' SCREENS, OR OTHER FACILITIES NECESSARY TO CONTROL, COLLECT AND DISPOSE E.. \ �. 7 > > SERVICE @ 13F ALL SURFACE AND SUBSURFACE WATER ENCOUNTERED IN THE PERFORMANCE OF ¢ ON !� xxxx 2.33' v R:3' 18.42' THE VMK. x SPOT GRADE x® hTHE N t 7.0' v 14. OWNER) TO�PERFORM�CONTINUOUS �I COMPAC WITH TIION TESTING FOR IRM O CONFORMASECURED NCE ' ASPHALT , xx CONTOUR -V 6.5' 2' " PAVEMENT ^; R-3 �- WITH THE SPECIFICATIONS, THE CERTIFIED RESIA_TS OF WHICH SHALL BE COMMERCIAL//RETAIL O) ;c R&R 2 I ' I SUBMITTED TO THE OWNER ON A WEEKLY BASIS. W CUT do MATCH LINE \ \ R=S' R-5' • o' a 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAIN- OC BUILDING ON THIS LOT 24.67' 8.5' 22.33' I 21.67' 12.17' 15.0' 6.0' • SIGN C8 6.83 TAINING ALL TEMPORARY SEDIMENTATION AND EROSION CONTROLS. R&R = REMOVE AND RELOCATE k9 I=33.5 f 16. STOCKPILES OF EARTH MATERIALS SMALL NOT BE LOCATED NEAR WATER- S J VAYS, WETLANDS OR ADJACENT TO DRAINAGE STRUCTURES. R&D REMOVE AND DISPOSE b N RdcD V ' 17. THE IMNSTALLATION THE SANITARY SEVER SERVICES SHALL BE PERFORMED IN C ACCORDANCE WITH THE RULES. REGULATIONS AND SPECIFICATIONS OF THE 75 0, a M 0 BARNSTAILE COUNTY D.P.W. 1e UNLESS OTMERVISE SPECIF ALL STIS M DRAINS SMALL BE REI FTIRCEB • • - N 18'38'20` W - - f I CONCRETE PIPE, CLASS III WITH ALL EXTERIOR JOINTS MORTARED, vs S } WIILLRAM STREET CORP. rn o 85 W 9 115.63 R-S' 1 iB CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL SURVEY LAYOUT SERVICES FOR TRANSFER CERTIFICATE W a 3 m �� I THE WORK AND SHALL SUBMIT 'AS BUILT' DRAWINGS OF THE WORK WHICH or TITLE 127869 SHALL BE CERTIFIED BY A MASSACHUSETTS REGISTERED PRO'ESSMMAL LAND a N 2 HANDICAP lU �' SURVEYOR. N ,� *0 SPACES (SEE OMH 20 ALL WORK SHAL.1. BE INSPECTED BY THE TOWN ENGINEER r t BUILDING INSPECTOR TRASH SHEET SD-4) b R=3 .99 T13 INSURE SATISFACTORY COMPLETION. IN NO CASE SHALL THE INSTALLATION OF ANY v NCi ENCLOSURE w ' / 24 -26.89 IMPROVEMENTS BE STARTED UNTIL PRIOR NOTIFICATION IS GIVEN TO THE TOWN ENGINEER I:-►7 " 00 I 1 '=32 89 OR BUILDING INSPECTOR. AT LEAST A 4B-M OUR NOTICE SHALL BE GIVEN TO THE TOWN Q 9 � -- ENGINEER OR BUILDING INSPECTOR PRIOR TO ANY SUCH START 13F CENSTRMTI13K A N TO DETFINAL ERMINE WHETHER THECTION OF ALL NTE WORK IS S/�SFIACT�Y AND IN SUBSTANTIAL NT% UTILITIES AND GRADING BE MADE R-2.5' R+10' CURB CB/�� R=5000 VEMEKT R r' o� I TO, WN cAH THE APPROVED FINAL CONSTRUCTION DRAWINGS AND THE I LOT 28 - LC PLAN f5190 H CONK. CURB CONK FOUND 15.00' a n '' ' ' STRIPING Dn Nf8'38'20"W �Z I LOT 27-LC PLAN 15190 H M. RID - REMOVE >L DISPOSE EXISTING ASPHALT PAVEMENT AND REPLACE WITH NEW _ _ _ _ v. , BITUMINOUS PAVING AS DETAILED & SPECIFIED � LOT 14 - LC PUN 15190 B - - _ n ' :,•4 112.50 LOT 29-LC PUN 15190 H Is �4.50' 4.50' R=3, y '� R.�. R-36.74 h0' p �h. Imo% /8 I HGHZPOJNT of Ch 2" 33594 Nn ti Q PAVING SPECIFICATION I S ECI t]EV.+•37.23' • t o (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) CONCRETE BOUND � v �► 1�j � j .ck � 4. ,� I L,t J o . i �� New pavement shall consist of a 3' total thickness ofIOLIE N O308 ASPHALT j o. AASHTD Type 1 (or equivalent State Highway Spec) (� v PAVEMENT ' �. bituminous concrete applied In two i-i/2' courses over a 35 HIGH SCHOOL ROAD ¢' a 9' crushed aggregate base course. Compact the upper ti EXTENSION TRUST '. tU 12 Of pavement aggregate 0 y B• Z •- T I , subgrade, crushed a ate base, TRANSFER RT FNOUS QC CE I ICATE PAVEMENT < pavement bindN^t^ anR� !� face cour3rs to 9� percent Na P T 7 _ 3 J to o TI LE 12 869 ; ,.{ (SEE NOTE 21.) ��W `J :.:'r � f I ..:,...^- of r►axMeur+ density, as dettrt�ined for each r►o�terial �+ I C� +qj ro I �....� 2 W z Rdco TREES b the applicable test .methods. W z o, tc. . Y PP V � I' �■ �p � 12 � 3 O FINISHED FLOOR EL 38.00 A k II l �. ec J ¢ k 10.00' + SERVES 1St1 - 4St SEATS IQTG MItBONALD'S [Mrmi�R RESQIVES THE RSOHT TO 1lEOLJES'T A C � � Z O ' 'COYOTE' 1 _I r•'CE 22.00' 42.33, II 22.00' t TEST AND/OR A CORE SIMNP;.E. IF TESTS PRONE CORRECT. PER ABOVE 6.67 1. I RESTAURANT SPECIFICATION, TEESTS WILL BE AT THE EXPENSE OF McBOM1ALb•S, H. J PIXE OTHERVISE, G.C. VILL BE CHARCIM n' 32.50 __ I " I I y H- U LOT LIGHTING RECOMMENDATION j ZZ L) R=2' �`� II I R 2 ,? PO 1000 watt Metal Halide lummaire mounted on 22'0' steel C3 " 2 STORY. w ( le with concrete base (total mountin het ht - 22'6') H _ I I WOOD FRAME 0 Po 9 9 F L BURL DING R CONIC. CURB R=2 1/2 PIN Fixture) d W (DENTIST OFFICE) �, R-2 FC71N0 "MAXICUBE fixture F- I I C) O Rao •a as manufactured by Security Lighting Inc. w �+ o►5I o refer to plan for fixture type & orientation. W i I R s RdtO R �ry 0 2 v NUM ELECTRICAL CONTRACTOR TTi CIRCUIT LOT LTGHTING AS NOTED, A r = (T/E T) CB/DH RdcD-+- I C(- 0� PARKING INFORMATION z JOR=36.f3 Z to FOUND AT MAIN STREET) _ _ ��a � ••r � 'n -r 7 I� CURB O Z j'_ -5�- 'ri [ S 18'38.20" E 294.44' S 1 g38 20" E 72.96' PON3 I/2" ®P (FULL of ' r �, 5 SPACES 9'x20' a 90' STREET& Srow PJN F ND SILT) ' SET 5/8' IRON CON 7E CURB TRM 1 ,meµ, 4 SPACES 9'xi9' 8 90• vWi V) PIN CAPPED CHISELED "X R�-30.00' 2 SPACES = C.W.) W "PLS 33594" ON S'LY oLT CAl84'03'00"l Iq 5 SPACES 91x20' a 85* H- " Q_, 1 ELEV.. 730' L-44.01' COMMON LL A REMOVE rx RESET R� ' & 3 SPACES 9'xi8' 8 906 o CONCRETE cuRe O I I MUTUAL 2 SPACES 12'x18' a 90• SMH ��E� I 110 3 SPACES 9'x18' 8 75• x x x x x x (RECORD) 10" SANITARY SEV►£R 0`� Q" SANITAI�MVEI� A X x X YC X X 1-24.07 1=36.63' HIGH NIV ICH®®J.� ® /-24.92 UTILITY INFORMATION 1 1 1 1 PUBLrC - 601 WrDE 12" WATER MAIN + 12" WATER MAIN " SIZE TYPE LOCATION W 1937 .TOWN LAYOUT ' I SANITARY SEWER 10' HIGH SCHOOL ROAD to ! to W RM3t.�9 WATER 12' HIGH SCHOOL ROAD Q LEI t ] W � - t 1 24 2�87 STORM SEWER SUBSURFACE LEACHING C3 a� � _ ELECTRIC OVERHEAD NORTH STREET I)i, HIGH SCHOOL ROAD M W z I / 0- to R&D EXISTING PAVING. \ � � GAS 2 NORTH STREET � Z REPLACE SUBBASE AND PAVEMENT STRUCTURE IN KIND \ ( ' r J. Z N ! SURVEY INFORMATION 'EXXON' I I PREPARED BYI GOLDEN LAND SURVEY, INC. rn C3 STATION I 96 JORDAN ROAD ' DATEt PLYMOUTH, MA 02360 PLAN SCALE 1 20 V1 e STREET ADDRESS � W NORTH & HIGH SCHOOL STREETS CITY STATE STATUS DATE BY GENERAL & LOCATION PLAN HYANNIS MASSACHUSETTS PRELIMINARY 30JAN95 JJC COUNTY PLAN DATED •XXX-- --- BARNSTABLE . COUNTY As-BUILT --xXx-- --- 'TL11� R.A. CaWdo Engineering . d 'h[!1N>t!"t tlo>a � g REGIONAL DWG. NO CORPORATE DWG. NO. i 141 Powe1' Road, Pawtfteket, Rhode Oland O�eeo � 5 01 A H Y N X X X X X X X X X X I Telephone (401) 728-1100 �► Facsimile (401) 723-7460 C: \OPLOT\91802SIT Mon Jun 19 10: 20: 02 1995 ��PyofTNEro�� TOWN OF BARNSTABLE i 33AUSTAIILE, i o59. BUILDING INSPECTOR M 3 > APPLICATION FOR PERMIT TO ... . . Fti212,oWCS ........................... TYPE OF CONSTRUCTION .. ��r cr.r ,.?Q..�.. .. ..................:............................................ ..3.......................19.�L,� TO THE INSPECTOR OF BUILDINGS: C/ The undersigned hereby applies a permit according to the following information: Location on .. ..` `'! ...!...<.. Gy i. -t'...b? ...... ,. ,..r t ....................................................................... ProposedUse .. .P.c� .. .. ...�...P z.'.0............... .............................................................. .......... Zoning District ..�.�.:��t..<a.-,�...,�..:�..,.rt................. ..................Fire District .............................................................................. Name of Owner e� '•t /� c�•. �a1' ..�.,�Address ... �r1�a.c / %�-� ........... Name of Buildera :.F! .,.4-�l . ' Q-.�,.� v,.Address Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation ............................................................:................. Exierior ....................................................................................Roofing .................................................................................... Floors ......................................................................................Interior .................................................................................... Heating ..................................................................................Plumbing .................................................................................. I y Fireplace ..................................................................................Approximate Cost .... ..... !, .. ........................................ Difinitive Plan.Approved by Planning Board ________________________________19--------. Diagram of Lot and Building with Dimensions . I I v r hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .&v—". . .................... � First National St«r45, Inc. � No .....l.l��o�5. Permit for .......re—Ioca—te — -- .......... � � ontraoma / ------'' � Location --- ---' ............................�v*xa.s------------ ^ � . Owner ..... ' - Type of Construction -------------- -----.--------------'------ F1ct ............................ Lot ----------' ' ' � � �8 � Permit Granted ---Da(Y..3------.]4 � Date of Inspection .................................... J�' ' Dote Completed .. ------lg4�� | = / � ' - ' � PERMIT REFUSED . -----,-----.---------- 19 ` � . '--r----------------------' ^----~—^^^--------~^~-----^— '—'—~---------------^^—'----- ` ---------------.--~....—.—...—. . Approved ................................................ lQ -----------------^--------'' - ' -------------------^^^---'—^' ` � . ' %THETO�yo� TOWN OF BARNSTABLE i BARNSTABLE, i °o M6 9 �e� BUILDING INSPECTOR am A APPLICATIONFOR PERMIT TO ..P........ ........................................................... ................................................ TYPEOF CONSTRUCTION ...........`.................................................................................................. .................. ............................ . � .......19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby �applies for a permit according to the following information: Location ........................./tl(�/ ....f/� ............................................................................................. ................ .. .................. Proposed Use ...k?47. /Z...... ......................................................%7Z// ZoningDistrict ........................................................................Fire District .............................................................................. Nameof OwnerJ.....................................................................Address .. ............ ............................. Name of Builder)PM/.....1V...... 4/'410Z 4 lNel.....Address Zlv.. 1 S%. Y1fJ Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .............................................................................. Exierior ....................................................................................Roofing .................................................................................... Floors ......................................................................................Interior .................................................................................... Heating ..................................................................................Plumbing ...................... ...............;.(...... . ............. ®. Fireplace ..................................................................................Approximate Cost .................�. ........ ............. Difinitive Plan Approved by Planning Board --------------------------------19--------. Diagram of Lot and Building with Dimensions laue llfl vlC/, l &1W-1-ilk. AW, i25A,41411—N( /c' i 1%� %7�R1 44fl 209 Gc�i�,Clwf /�% a2Cif e'/ sett, A2/f�,4i/li A)" elite i�,Q i�Gf�1, /Cf NW G,-1 f, ]'HE PROPOSED IMEI-HOD OF Hive(DING FUt; ; ft�l �rlyl�/�dJL SAG 1�117/ 1, SANITARY WATER SUPPLY, SEWAGE DISPOSAL AND DRA AG S HEREBY APPROVED (vO"AQ.��G® S' -r. TOWN OF BARNSTABLE. BOARD OF HEALTH A LICENSED PERMIT, AND INS ALL SR MUSTTEM: SYSTEM. OBTAIN SEWAGE I hereby agree to conform to all the Rules and Regulations of the T n of Barnstable r ding the above construction. Name . ...�i.........�.'« Giant Stores Corp. No ....1 897 Permit for .....remodel interior ................ ...... . .... .......... Location ........................................ ... ......................Hyannis ....................................................... Owner .........Giant Stores Corp. ......................................................... Type of Construction ................frame .......................... ................................................................................ Plot ............................ Lot ................................ Permit Granted .................April...3..................19 72 Date of Inspection ....................................19 Date Completed .... � 00F 01*****��1111-11*1119 V � ,� ,rl io PERMIT REFUSED ................................................................ 19 .................... ......... ............................................................................... Approved ................................................ 19 ............................................................................... ............... ........................................................... DRAWING IKIN' DEX I to 40 Cl) SITE DETAILS C5 t'4 o 04 13 (10 ARCHITECTURAL tj 9 C r, =aa CD LD z", C5 Jim A I SLAB a FOU 10 N -PLA. rt DETAILS FLOOR PLAN A4 FRONT a REAR ELEY IONS S IDE E LE IONS AM SECTIONS DETAILS -A8 LINTEL PLAN TRUSS PLAN c 0 A 0 DETAILS DRIVE THRU DETAILS Al AC K I RON MT "WAVORK RESTROOM LAYOUT CO o ,Jill -tl low' rE o v � DECOR .2 D I SEATING' LAYOUTr. 00 0 r% A MECHAN1%,.-*AAL $:Y Mil H.V A.C. FLOOR PLAN s r H.V.A.C. ROOF PLAN 3 A.C. I NS 11MATION Oil m C C Z: a 0 ELECTRI AL :. I KITCHEN AREA POWER PLANr. TT 2 RISER DIAGRAM/ STORAGE AREA POWER PLAN V 3 L AN /IGHTING P SOFE11 LIGHTING 4 ELECTRIC PANELS/LIGHTING FIXTURE E5 ROOF ELECTRICAL PLAN 56 - 64 H-V-A.C. WIRING G. E7 ENERGY INTERLOCK DETAI E8 DRIVEft-THRU SIGNS a IN01"ERCOM QETA GAS UTILITIES A.D.A. TRANE PLUMBIN G PI BOVE F O N —OR PIPING FLA 2 c P 2 BELOW SLAB PIPING PLAN c b. CL w S IL w :1 P 3 PIPING ISOMETRIC v 'COMEIRIC - - 1. ft. c P4 GAS PIPING PLAN ik-uo fill C KITCHEN EQUIPMENT lowo ILC JIM E 0 <1 X 4 KITCHEN ......EQUIPMENT P 5 REAR STORAGE AREA PLAN IL R STORAGEREA -CONN GTION K6 KITCHEN ROUGH-IN CONNECTION PLAN K7 DRIVE-THRU ROUGH -iN PLAN ul > K8 PLUMBING a REFRIGERATION DIGRAMS 0 K 9 7.'a a. - 10 FIXTURE LEGEND 3% - . - 1 11 e n t1 .n, .1i - 11 2 5 1 2 _ L2 - �z 1 _ / i9 0 0 5 -6 6 ®- SEE NOTE El4) ( #; : SEE NOTE 12 1 -0 PAL: LANDSCAPE AREA --- -- - L+ CONCRETE GIALK �- o I ! LANDSCAPE AREA — (TOPSOIL BY OPERATOR _ N 0 4 CONCRE 1"E WAu, ( ) _ o 1 2 SLOPE ALL WALKS AND � 0 TOPSOIL BY OPERATORCD 1 ( ) 6 4 0 . w I CURBS l/ PER,FOOT _ _ N a O rT— — — — — -- IT f C I , I I _I _ �, Ln A�1Al ; � ! � � w 1 I r: o I i a JQ o I d I ' I I • I L 1 > A A2 A � • 'I 2 � 00i ® O Q I ( 1 CID, I r I - I � v cG f L ( ! _ J_ MARLITE I l9 325N 13_G i I .. �— 2x6 STUDS 1/2" ANCHOR BOL 2 6 O.C. — , @ � 4 RAISED CONCRETE _ _ �, I PAD fI 1 2 )RY'•TALL ; / FOR HOT WATER HEATER 0 (2) 2x6 SILL - o II 0 PLATES L�, o - ---- '' (_, 5 �;... P c- TE ..LAB .,. r. 1 13 I - I 15 3 2 6 i 13 q CONSTRUCTION- `> _ i J 0M , d T ER•Q � CONCRi ii� SLAB �� ()R RERR f OF SANT) 1 a 1 -4 I a« " ALL SLABS REINF. WITH GxG !0 2 5 S 5 DOWELS x 5 0 E.W.W.M. �0 3 d 2 -0 O.C.BENT 4 4 INTO FOUNDATION _ r _ WAIF 2 -61 o E I I o L ;; 10 4 4 0 -� L,- 2 10, -0 y� I I I ,.E I t ECTION 4 � I \ 1/2 FET- [\PANsC T ON JOT,\ - .---+ -� -. CONCRETE SLAB IN THIS _.._. —__.�_.:_;. _ •z, w NOTES. — — — -- \ — ;�REA TO BE LF'VEL WITHI;� � -1/2 C.ARr.� FELT - F.NP'�.,5I0.. JOI:v'T TED n ,.�cr 4 N ARRY TILE FLOOR MUST BE COORDINATED ,, EXPANSION ION JOINTS I U 1 - (20 0 O.C. MAX. ) —--. --- -- -- -- ,, b 1. Q DF__.E_. _�... 3 /8 � T _ 12 i mp T NTS IN THE FLOOR SLAB � � T c I �_ TYPICAL _ WI T� CONTROL J0� L1,-�OW f LOOR SLAB � r a I I A2 I • E US r OR FOUNDATION WALLS FOR ALTERNA l E , I (" ivu L. ,�3) 2. SOLID BLOCK TOB w ? ; .1 E �� 2 POURED CONC. FOUNDA_-I J-, t LOLLS SEE.DETAIL /A 1 1 � � � • r OURS --_. � I r_ Z DOOR MUST BE DEPRESSED E1'aCTLY 3. CONCRETE SLAB AT FREEZER A2 i 3 1 3 BELOW FLOOR SLAB FREEZER CANNOT BE SHIfID. / E-.-/, CONCRE'I'F. :lOI'�I' I;�'Sf;R'I" CO y I ,.,. w • n v (,( v. IRLCII N )I.,,� (SEE 4. STEEL. COVEARGE. � FORM BOTTOM & SIDES OF ALL WALKS — — — — — a 1 ,1 I NOTE ,�1) � 3/ FROM- BOTTOM a TOP OF SLAB r � i o 1, FROM BOTTOM G:SIDES OF ALL FOOTINGS 3 — —— — — — — — ! � ` FOR SIDEWALK T TP'iF'NT • . ® , T � m 3 `5. AVOID AT�Y INTERFERENCE. t�ITH SLEEVES STUBS, & FLOOR SEE DETAIL - I n OPENINGS T,JHEN PLACING- STEEL. . .OPEN _ 11 _ _ _ � WALK /� � T f. it - r � ?: c 4 E,E, t]tile. ti,: BR00:i :. _ _ F STUBS & SLEEVE. o 5 5 0 ON(, DOZ?I LS SEE KITCHEN DRAWINGS FJP. LOCATION 0 TU 6 S ` FINISH (SEE NOTE ��10) _ �' a 1�, _ _ I ,, ?, - .C. (A:I' I;�IL}`vS Es E P BEFORE POURING SLAB _ 7. NOTIFY ALL McDONALD ,� REP. Ln. 9 - _ 7 - �r _ VESTIBULE ONLY). I . • �� u SLABS TO BE -- - - 3. ALL SLEEVES THROUGH FOUNDATION WALLS AND SLA r� — c~ F � SEALED WATERTIGHT _____ _ � = cn M co « r �. N m > r ___ r — 4 9. E FACT LOCATION OF SLEEVES FOP. INCOMING SERVICE TO BE �, . I „ - p �C DETERM INED BY SITE CON_`_!IONS. - CONCRI.I7._SI.�B I:; R f � 'I 10. CONCRETE SEALER: SONJGLAZE CS-17 THIS ,'��Z, .�J R)~. I a 5 5 0 L. LE I. -;T 1 HN 1/<, a SONNEBORN CONTECI_ _ 1 11 I _ I � . a _� � I I - rt DCx,1FF�,S 2 I ,, �- T i _D BUILDING PRODUCT DIVISION BLI � _ � I _.. 7711 COMPUTE - O.C. AT [1AIKS _ t LIS MINN. 55435 MINNEAPO _ o PHONE. (612) 0335 3434 , I - / u 11. DEPENDING ON AREA REGIONAL CONSTRUCTION MANAGER TO ADVI SE SE CONTRACTOR OF EXACT WIDTH OF PAD. ` 12. SEE SITE. PLAN FOR E1�ACT LOCATION & SIZE 0� PARAPLEGIC RAMP. S T. TCS TO CORDI-NATE BEARING 13. THE G.C. MUST HAVE STRUC CA ——— — — —— —— — ——— — — — — — ——— Ln CAPACITY AND CORRECT FOOTING SIZE. 14. WALKS AND CONIC CURBS SHOWN ARE FOR SOUTHERN AREAS __ _ --_ O N L>.IN NORTHERN AREAS CONC.CURBS @ FROnI AND RIGHT - -- l I f 11 SIDE OF BUILDING TO BE 4 -6 AWAY FORM BLDG.SEE DETAIL I I ! " 9 �,I Ol/ FOR. NORTHERN AREAS __ _ - 5 CONCRETE LA I �SC I LFuvAPE .AREA 5ki r. LANDSCAPE :AREA I ON GRADE _ m T , _ I i0P SOIL BY OPERATOR)15. IF ,. T T _ -_._ TOPS IL t R � _- ( 0 BY OPERATOR) �. DES ARE U SEE SHEET Vl. ---- - -- 9 I — - .� --- L w ' GUARD I OST (SEE'. -��1"_ - - 0 r l DETAIL 6/A2 - 1 1 1 a -2 0 3 10 -0 10 -5 5 -6 6 ® _ u '01 t > N ,— C ® C 1 GL- a; WW aJ W :.. '. 51, CONIC,�Y 'SLAB W/6II x 611 , 11 A 2,: 10 10 E.W.W.M. ` ; j u 18 _ 0 . .. SLAB AND FO UNDATION PL AN h tN SCALE: l 41 = 11-0 1 a T , :r' - - NOTE:4 PV MAY BE USED IN LIE OF CANAL IN SOUTHERN AREAS 4 CONCRETE WALK SLOPED DRAINAGE FILL: C U U ' BI.Itu� aA�iEP.S Ficon ,- ,11 1/4 PER FOOT 1ASHED iTNIFORMLY GRADED MII�'I'C1RE OF CRUSHED STONECRUSHED OR Ui�ICRUSL�� GRAVEL, �,�ITH 100% _ ^s G 4 6 T PASSING A No:4 SIEVE.PLACE MATERIAL IN EQUAL LAY- — 1 1/2 MORTAR BEDco PASSING A 1 1/2 SIEVE AND NO MORE THAN 5/o S Q : 1/2 CAREY FELT EXP. JOINT i ERS EXCEPT NO SINGLE LAYER MORE THAN 6 OR LESS THAN 3 IN THICKNESS WHEN COMPACTED: 11 � — 1 2 FELT EXP. JOINT- 11 1 11 11 / CAREY PLATE x10 WIDE _ - LONG @ 2 -0 O.C. CONCRETE :WALKS AND CURBS: 1/4 THICK _ �r5� 0 �- � - --B I N „ --BRICK PAVERS � WITH 3 EXPANSION SCREWS EACH POUR WITH 3 500 POUND CONCRETE HAVING I COURSE AGGREGATE MAXIMUM.CL.FAVAGE JOINTS OF PREMOLDED VAPOR BARRIER 11 r+ 1 1 t oil l 1 2 MORTAR ,. MATERIAL SHALL BE PROVIDED BETWEEN NEW CONCRETE AND OTHER CONCRETE PAVEMENT OR STRUCTURES AND _ - / SIDE(SPACED WITH WALK.- ALSO_ ��5x6 6 2 0 O.C. � ,-+ 1, BED I17 BE FLUSH WITH WALK. ALSO NOT MORE THAN 20 0 APART IN WALKS.CRACK CONTROL SCORE LINES SHALL BE PROVIDED ON 5 -0 CENTERS ON CONCRETE .WALKS AND CURBS.EDGES OF WALKS,SCORE LINES AND JOINTS SHALL BE ROUNDED ' •, • � ' ,• , c' 1 4 .WALKS SHALZ, BE LIGHTLY BROOPIED AND SHALL BE .MOIST CURED AS SPECIFIED.AIR ENTRANED , ., 4, �- v a r CONCRETE REQUIRED FOR ALL CONCRETE WORK EXPOSED TO THE WEATHER FOR SIDEWALKS PAVING AND � � Lo " SLABS.MAXIMUM ALLOWABLE SLUMP WILL BE 4 .AN AIR ENTRANING A17MIIC'I'[JRE SHALL BE USED AT � .. -i- • c. � .- - _ _ _ -_ • f- C� a I to I I I I „ 1 1 3 i t ,� [ - , Ln �}�. 3 2 6 2 3 �t MIXER 'I10 PROVIDE AN AIR CONTENT OF 5 l/2/o WITH A TOLERANCE OF + OR - 1 1/2 /o � A .,_ ,•- ;-- � ,, . :�- >h, -, I — '� Q ... , .J �. �� • _. - , Li.. -. �-)ate / � . D A • PERCENTAGE OF MAXIMUM DENSITY REQUIREMENT: , r, o /r o�.- ��' ,'� \.,T \\ BRICK PAVERS 4 CONCRETE SLAB REINFORCED EO \ / COMPACT SOIL TO NOT LESS THAN THE. FOLLOWING PERCENTAGE OF MAXIMUM DRY DENSITY FOR SOILS / / ,,� � \ \ /i /�/ AS PER DREAWINGS TYP. - , �- / \�// / �G \ t1 WHICH EXIBIT A WELL DEFINED MOISTURE DENSITY RELATIONSHIP DETERMINED IN ACCORDANCE WITH ,, POURED CONCRETE w ¢ Q J i BROOM FINISH 4 CONC.WALK W 1 / // % �� / TIN o ® el ,�d ASTM D 557,AND NOT LESS THAN THE FOLLOWING PERCENTAGES OF RELATIVE DENSITY,DETERMINED � , -_ \\ � \ ,, �\ / \'�• \ � \ � : - ., \ �\ \'� ;1 FOUNDA 0 0 � .I . / /\ // \ �, /,/ / / CONTROL JOINTS 2 -0 O.C. IN ACCORDANCE WITH ASTM D 2049 FOR SOIL WHICH WILL NOT EXIBIT A WELL DEFINED MOISTURE '�/ Q / ) ,p DENSITY RELATIONSHIP. \ \ '� lr \ \ \ / // / /2 _CAREY,FELT EXP. JOINT _ 11 11 c� BARS NT o ��+ CO TOP 4 \; WALKWAYS: f� / _ / �.; J J Lo f CONCRETE BLOCK ,; _ ��, a _ w c o BOTTOM \ \`�/ _ \ J 9 2x4 KEYWAY TYP. TOP a �+ cc .. COMPACT TOP 6 OF SUBGRADE AND EACH LAYER OF BACKFILL OR FILL MATERIAL AT 95/� MAXIMUM \\ -` , %�' ( ) ,- Q Qcc 0 1, _� /`�\ - < AND BOTTOM o DRY E 1 1/2 STYROFOAM \ Z z to R D SITY OR 90% RELATIVE DRY DENSITY. i . \ . , �, SM RIGID INSULATION / ,: - "� Q `n¢' ¢ � ® � BACKFILL AND FILL MATERIALS: i\ \/jam / 1 ® ® /• / / is �/ \ a . V V Q 6 xl 6 CONCRETE CURB \ \ _ SATISFACTORY SOIL MATERIAL FOR BACKFILL AND FILL.FREE OF ROCK OR GRAVEL LARGER THAN 2 IN EXPOSED CONCRETE SONO GLAZE CS17 CONC. SEALER N _ « w ANY DL1ENSION,DEBRIS,WASI'E,FROZEN MATERIALS,VEGETABLE AND OTHER DELETERIOUS MATTER. 2 5 CONT. - - 1t " " (SEE `NOTE #10 SHEET Al) PLACEMENT AND COMPACTION: �� /�. i _ .� / EXPOSED AGGREGATE SURFACE P BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE NORTHERN AREAS ONLY 2 #5 LACE CKF RE THAN 8 IN LOOSE DEPTH FOR MATERIAL ' • 1, 4„ I 11 1t N. l 2." CAREY-FELTJOINTS COMPACTION BY HEAVY COMPACTION EQUIPMENT,AND NOT MORE THAN 4 LOOSE DEPTH FOR MATERIAL 10 4 / ECTION 10 COMPACTED BY HAND OPERA= EQUIPMENT. 1 _ ,, 1 6 SECTION 2 /� T R p � n_ _ r � "' S E �P•i�l E�ili�G POURED Lr® ds., 4 SCALE: 1 -1'-0" 1 SCALE: 1 1/2 -1 -0 A 1 _ SC.rj,E,. 1 -1 -0 A 1 7 - 11 11 _ NOTE:4 PVC MAY BE USED IN LIEU OF CANAL IN SOUTHERN AREAS LONG SWEEP PVC ELBOW: 6.625 OUTSIDE DIAMETER 6 IN- 6 DIAMETER CONCRETE FILLED POST 0 8 r, ' SIDE DIAMETER 30" RADIUS. ELECTRIC SUPPLY HOUSE IS - � E , 1, ,_.,. FREEZER ROOF COVER B`i K.E.S. XPOSED AGGREGATE -SOURC 18 -0 1 1/2 QUARRY' TILL SET_ IN I n 1 1, r1�STIC 1 -6 1 i ... , _ ' SILICONE SEALANT COMPACTED �, 1/�+ 1'}iICIC PIt\il; x 10 WIDE -_. _ ---- - - _ SAND - - -- � EXPANSION . , - • 9AMWAM NEAR 1/2 _CAREY EX�'. ::.JOINTS - - j v'Z TI 13 \ N @ M SCRE�JS E��CH ,:, a L _ 24GA. GALV.METAL FLAS EI I NG SL)E(SPACED }; I,ALLY .PLATE TO / PAINTED TO MATCH FRIEZE BOARD i r.,.: _ o x 4- N <' _ w 0 BY GEN. CONTR. 0 1 I - a�� WALK-IN N FREEZER BY K.E.S. 2 1 2 ^ ( IIII I� o t%. t / _ C u t i lillll II o I � � MASTIC SET _- � • , _ -- l/2 UARRY TILE SET ON - - ' , . cam ,- _ 1 Q 4 (�rr .y, - ,rJ b: __ � • --] � ) � � ,1 .ram dr " /,, ;. 1 1/2. -MORTAR. BED 1 1 •., , o 4 FACE BRICK ON 4 (bNCRETE I -{ _.� - `� BLOCK ,I � cV / �`/// . \ . - SILICONE-:SEALANT. 177 LNE OF PA ( ) 3 /2 x3 1/2 xl/ -+ x 4 8 - �� - - � - ;, OF WAIJ. OPENING �:, PAVEMENT % / 5 CONCRETE PAD REINFORCED WITH � III \� / ,, LONG ANGLES \\ : i i - - L 6x6x��10x� 10 E.W.W.M. ✓ l 1 _ cv OF PVC ELBOW o / � . W ._ C _ o 6 COMPACTED GRAVEL /i./ ! �,1 c� , 1 w USE 24 GA.GALv. METAL FLASHING r4. ,, _ ',, - IIII _: 1 � _, •� 3 3 4 _ TI-' / FELT Z'I E.},T . # � PAVE�IEN'T SEE SPECS. I I TO ENCLOSE CAVITY r i - I �_`' / AROUND THE II i an C JUINI - �11I1) ill ENTIRE PERIMETER � � ,- o ERIMEI'ER OF SECURITY ,ram , 11 0 . `° , _ - — •, , MUD SET TILE l/2 CAREY' EXT. JOINTS ,d • DOOR PROVIDED BY G.C.DO NOT ��/ _ / _ _: �� ,., r 20 0 O.C. MAX 10 O NOTE:SLOPE PAVEIyENI' TO FOLLOW LOT `� Ln FASTEN FLASHING TO FREEZER - FOR DRAINAGE/SEE PLOT PLANG.C. 7 Y GUARD POST 6 _ WALL, TO VERIFY SIZE ---- SIDEWALK IN FIELD. SEE SITE�.PLAN' TREATMENTS U SECTION 5 SCALE:3�4"=1' A l SECTION 7 j 3 DT O 8 p q .,, „_ 1 11. . SCALE: 1/2" 1.�...-01, A 1 A II_ 1. II - SCALE: 1 1/2"=1' -0" A l S_.ALE.: 1 1 2 -1 -0 A L �, SCALE: 3/4 1 0 t � � 24 GA. GALV. METAL FLASHING / P 1 d co FREEZER STORAGE AREA - S 411 'POP, 00 � 1/2 QUARRY TILE SET IN MASTIC v S�E S L-1�t.:..T' �•�1 C C°�h .a"'f' �.�1'{C)� r c� � • •. ' „ ON INTERIOR » FOP '�71-5 32 7 32 T� 00 _ t 1 „`9 DURO WALL MASONRY REINFORC- . - FILL VOID W (,F 0 _-----�- :q FREEZER DOOR - -_ / . U'I • - �- _ , I r-+ ING '� EVERY OTHER BLOCK COURSE J I I/2'' VULK 1 ,�116 EXPANSION JOINT SIAINI,E,SS S i E.EL 3 --*-t t._. ---r _ � � TI{RE.SLIOLD BY K.E.S. „ , --• 10 :�.NGi1F. BY K.E..S. 1/4 ! f r I � ,1 , 1 I � � - I � L/2 UARIZY 1 ICE I Q I k • 1 x T • o. . •.. . 5 x3 l 2 xl 4 AN . 4 10 LONG i , tom` � �.� �..—. �_� ._ Jr �. �� ? _�-. >`- l• � i : W/ ELEC. COOKING & 2' -0 LONG W/ ,• � • 1. ...•.. _ _li.. . . . ,. j ,. - - _ - c KIN 0 GAS COOKING) . _ Ex 'i - — 2 RorD5 Fes. JAt , �c�,•r-;. Rc�r� rc� c) rt d \ / i\ \\ \ Ln o _ � ) � 2 5 RC3t�5 CC�I`�{�F. FRC1t` 1 C)(� OF � �/ � �j� ! ��i \ H ,r �/ �i/ � r_ \ \ \ `'� 1�.C3(» �G C(U I "C��.R,t.P s. .7 FbUNt'�'TIc7h1{/2 FtP10:) Ita Fra,.p. • __ \ / , _- \ I \ ,f�AC.NN COH . . r, / / f VAPOR IvYRZ I• / I 70:, �r-- cr- w tom. G� F f, r�C- Tn c �F. >' 1 0, _ / ,\ . BARRIEP7 _ 8 (GAS) I�C�IiN '7�QIiC?hk ram. Sf? Tt.� / 7 _ v _. • • sl �. Y, r 6 G01`1IACi�.D SAND a� h C,OI`\�/c,Qa .. ;nI77�a OP \VeSLIL \.\\ 11 , . . tI1(,IED S� �II) �Y "ric`71 � ;n "�s�t� OF / �� 4 I'HIC;K DEPRE,SSE,D r, � Chart \� � "ILL Crh SOl lr? w G�1nUT� R��S / w -- 3 4 (EI.EC. ) C / � --_ _ � SOLID BLOCK �-�' SLAB � �,• •-v� 0 Z B ZI EIS 6 C«'= ! n \v Rnu C?_o-rD 4 TYPE % / E-Z CONCRETE OINI' INSERT • -0. FILL, .t Mra 'Sc�L /G T �� v r5� ; S IORTAR ¢¢cn / ��- --- ----- _ 21, ,�•FELT N--1 ,` - 3/4" TEIERMO BARRIER BEHIND 1/ CAREY F :I. EJI'Al CONCRETE BLOCK MFR. "KOLD-SEAS;' REDWOOD _CA. OLD CLIMATES ONLY / BOX (C ) --- 2x4 KEY/,1A = SION JOINT , }"011NDATION GJALZ. „ P..0 BOY', 5823 - ® • VERTICAL . • E5 DOWELS '- " LONG - 15-a rIIc. fAF ,i 3� REDWOOD C.A. 94063 (415) 364 8491 ` . Q 5 0 s OPENINGS REINFORCING CORNERO.C. BLNI 2 _6 NOTE:PROVIDE CONTROL JOINTS IN TILE TO 2 -115 CONT. c MATCH CONTROL JOINTS IN CONCRETE SLAB (/�� d./ / 12 DETAIL -3 SECTION 11 11 SECTION 12 .- I4 14 SCALE: 1"=1' -0" Al' A3 SCALE: 1"=1' -0„ Al SCALE: 3"=1'-0'' Al SCALE:3/4 -1 0 A8 E l F �J i . r 411 CONCRETE WALK/SEE SIDEWALK GENERAL CONTRACTOR TO CAULK AROUND BOTTOP�1 OF 1 iG_• ; TREATMENTS 71IIS SI�ET BOX AT FLOOR FINISH 45 LONG (GRILL) 19 (GRILL) � - - 1/2 CAREY FELT ��'��.tiS ION :JOINT 6'-01 9 LONG (TOASTER) 6 TO r ;5x5 -0 LONG, 2' -0'' O.C. NOTE:PIPE SLEEVE TO BE SCHEDULE 40 PIPE OF AN ADEQUATE �7LrjD/,._0 J01wT ReiNF '' DIAMETER TO ENCLOSE INSULATED OR UNINSULATED PIPE c ra .. _T�,1J S CONCRETE FROM SLAB TO EXTEND 2 ® 1.n 3 LOPE WALE 1/4 PER - Cc?ui �t; � FOOT AWAY FROM BUILDING I INTO CAVITIES of BLOCK TOP Co .. _ a � „ " ' 0 rtrFXie�� »2ic.�. f �_ I _COURSE(TYP, ) � � as ie / i-+ 1 Ifs i - A 4 � ..� - - - / l. ®r S u �3 N Q u� 1 W6 b p - a 9 - r. � 1n — J - -., l ,. :^�. .' � 1 _ I. 5cira veer ( _-- - �� : _ 3 - I \ \ JL C c ,I. I ® u �, c VAPOR BARRIER w -- - - — 6 COMPACTED GRAVEL ,, r 6 COMPACTED SAND I = :� � • ,� � 4 CONT. 5fz 0o — DURO WALL 'a 8 0 0.C. r S ». �� , DIAGRAMMATIC WALL' SECTION NOTEs. l.FOR voRTHERN APEAS, sEE _ i. , N DETAIL 1 A2 n / SOLID BLOCK(MIN. 1800 PSI `¢`� SIDE ELEVATION REAR ELEVATION 2.HOLLOW BLOCK FILLED W MORTAR TYP 1, ,1 / E S MORTAR)SEE NOTE - LOWER PORTION OF � MAY E ��2 ALTERNATE CONDUIT ENTRY B USED IN LIEU OF SOLID. . 1r � 2 ��5 CONT. _ ; <_ BOX TO BE CAST IN BLOCK. . CONDUIT ENTRY 2x4 KEYWAY(BOTTOM OF • • I PLACE BEFORI FLOOR IS a� .. i 3. SEE NOTE ,,� 13 SN�.�rET Al L Fn FOUNDATION WALL .ONLY) POUR 4 1011 4 , S 6 •. fPOWER "N"TLET a PIP �� 11 E SLEEVE SEE NOTE „ 1 • SEISMICREINFORCEMENT _ _ __ SECTION , 17 0 N SHT.P3 1 _ _ Al NO SCALE P 3 DETAIL _ 9 S l 1 0 C.AL E VA E1 i i 1 I ' ------------- -------- < �-4 F-4 H P-1 PA P-4 F71_ WM > 'a/�l c N L-4 cn c? C) C) C3 �T-4 co �94 4 lq� X0 Lr) N7 00 -811 -)o? w 0 101-31' 91-81, mi .0. 3v-011 > F-4 4 z Lr) R u� ILQ �5 r-4 C) F4 I I y CD cr, c Z r::) CD 0 f I 1 0 cn 0 �D .-4 faq r, cn < 0 L-� ir 0. 5 �:z F e c1c c/) H �1:1 L-) rT1 �ZQ C:"4 0 < 0 z P-4 F-1 < Z:) � 5 CL N Z El r-L4 Z F-4 <C In LC < 4 c 0 _jj I (D 77 7' 7�7 ' -7 7 I i8jm m C) (D o 0 Lo 4 _j All 0 All A7 z z cc m m > 0 0 0 C IX Z < U (j 2 2E 6 Imn cn cn STORAGE CEILINC HEIG zo -a,, CD :0:-, CD 0 CD AREA co 01 co co 00 oo 00 co co oo co co 1 1. C= - - 011 4 00 S-I�AJN 4 PAINT 101 4 3�"\ A' O'Z 034., bc�',a 11 10 0 PAETf 0 0 0 01 HcD0N4Lr)'e_)' 7-irz.ur) FiNG91. STAIN 0 0 1 01 1 TO Co�OV�N671:1 7*)P_7A1L_'5 0 N-um, r-0LDINCA 5_TA11zwA-r. DINING 12 (CYMIJINC4 IN 01LINP c) DRYWALL (FJRRED) 0 Ole I �j 11 ?I_47FoaP,4 - '!�z w I L-J!,�i "0 ( 30111 �45 AT Z5()N/r r_T_::1L1tk1q z VINYI, ROCK LAY-IN 0 0 0 0 0 r-UQN15W IH576LL r-l''AED '2' 2 D w 0 COORDI 00 ACO(J3TIC IAY-IN 0 A 3/4"' 9'-3 1/4"' WITH RESTROOM LAYOUT 01 'SPF 0 10-io me -01 BY DECOR SUPPLIER. 0 ,0 swacT 6-9 co __A SEE SHEET A13 FOR Lr) CREW ROOM RESTROOM LAYOUT. .2 fic TILE 0 01 1 s Al 1 T I - -1 0 ER 0 V1 ITE 1T)NL'G 4,_ z 0 0 0 PAINTED X 5fl CD MYWAU ..-SEE IU47 14'-8 -1 __2" 21' _t A -1'2'1-0 co 3'-3" BLOCK 0 0 4 3/41? E LLT_ I WALK- IN _77 TILE 00000 0 0 0 r mom= T FREEZER 12 ;-.. < 4 1 4'-0 Y2 _� I �)'-"'x 1- '-4" E tj -6l' 0 1* A 1i I q1_011 F OFFICE I K7 TILE 0 01010 01010 0 19 0 1 0 QU4RRY F,0 �All SE, MTE A9 PREP RX',J CONCRETE Ot 1 1/2" it j 2'-()"j Lr) 301 -611 61 -8ff 5 1 21- 9' -6 112" _T 4 7-Abb- 41-9 1 f �o I - 3/411 r r c SEE N= 14r43 BPI", cn r I I 4- C14 C) r- I I LT r4 KITCHEN CUSTOMER cr-, D 9 777:1 rl 4 FIO 11 SERVICE 0 P� 6 8) 0 U, N n 0 z 2 0 :31. I v , - . z i ' r14 . : I lm'� 'q 54"J 61-811 32'-O"__� 12_' -6 112" 2 ';I Lr) I'D r- co co �)=JN_�E C) CD z r A6 q 4 C) d -,7 f. 6'-11 f-011 28 1-Olt -511 Y ro - . .1 4 _7_1 OD c) cn Lo In 0 t u r-A 4 tn CA UJ 1,EC. U-S W, 7)\V(4 z RP N z WALK-IN 41-- i FOR ADDIIIO�JAL tl—Ig f7)-f L-5. to C4 I �'-co V) c"I C14 r4 OV ' a 0 4' - I 1� .1.. w E_ C, u COOLER uj w m -_ Lu 7 U) V) :3 o- c� 0 01 w w A 0 WL-� ;>-4 1 0 0 '3 w 301-5?1 TwYEATHER=, P 0 0 U) 1Z 8 re, M 0 7= � _11 17NL W > 2 4 T hRES i w ULD 0 0 Al2 /'77 Z� Z', Z r F=1 SIGN L3, n i: '- . : - . 1, --- - - N C) 9"-41 51-011 -9f I z b 4 C14 M.0. 4 IN r— 11-211 C--,) A DOOR = I �� 9 0<- - ___ I I -- SEE DETIJL 3/A3 FOR 1 * 0 0 0 6 DRIVE THRU C'A c- -d: u-s S I DEVALK TREAM,E�T f ajT CLOSE 0 0 0 0 o' BOOTH roll $10RE FLTNC. 0 SEE DETAIL l/ 1 c CC MVACY CA 0, CD (D c I - CD 0 0 NT17 000' 0 0 00 Ct _40 I -bit CL c 431-3?" GUARD POST— -4 - 3 f-411 3 5 0 L. .0 M-0- p 'm o r r2 M.O., 11-81 (J c *0 0 Iw to. 10 y 9 t-511 "t F_ 0 C 0 C! (a 0 4A STEEL 63 -811 c a 0 0 000 0 . V" C > cy') AlaIDU4 0 c"I GENERAL NOTES 00NT. 9. 4'' DLI�. P.V.C. SLEEVE TIM T4AJL 9 -2" A.F.F. FOR REFF-TC3. LINES. 4 0 FERTOR FLOOR PLAN DE�MIONS -ARE BASED ON �TWA.R B =UM QWD) 0 w GENERAL NOTES 1. TTIESE DC, RICK IF ANY 0 > 0� 6 Cc"Ill I-DOD (SOLID) OTHER BRICK IS USED, THE DE04SIONS MiST BE aWUED. 0 0 0 0 ka > -'RIOR DL1124S IONSS ARE 11M FINISHED SIJUME TO FINISIM SURFACE STEEL 10. FOR LOCATION kND SIZE OF PkRA=TC WT AND PERDE= WAJ R LAYULTF 2. IN E1 0 1-7NLE-SS 0rLM:;&1TSE NOTLI). Kz' ST ASS SEE SITE FLAN. LVIG.A$S 7S IN QUARRY TILE 11UST BE COORDINATED WITE UTE PROVIDE 1 112" STYROFOAM ��4'RIGID INSUIkION AROUND 11.0. BEII)F-EN 11. E:,T-4NSION JOI1rL F?JM/-ER. XI) BUILDING 14ALL. 4 :�t co co V) OONTROLJOINTSS IN THE FLOOR SLAB. c1_4 o? r? -�T SUPPORTS ANI) TII�E U.YO7LJT FOR 11(IT 4. SEE Sff,. All MR BACK QoN ADRTAR MAY BE USIO IN LIEU OF SOLID BLOCK. 5. BOLL(M BLOCK FITI K/1 _P4 _;l" F LOOR PLAN x 0 �I -1� � I ' _0 b zo b co b b 6. IF VESTIBULES A-RE USED, SEE SHEET V1 FOR PLAN. _Q 0 SCIA12: 1/4"=l'-O" 7. VIDEO CABIWr & LOMRS 7MBE PROVIDED -BY 011IMTOR. OR Yc OPCO 3. C MIRACIOfIl TO VERIFY THIS DDIMION DEPENDIM ON GkTE IN=i. 0 W L61 00 gel 4 ------- ---- ------ _ --- mn - M ' NAILS MAX.: 3 U.C. STAGGERED GERED - (� _=PLY ROOFING CE TO NAIL HEADS LIGHT BE!�1 • %1 W/ �III1I'ING ) a w Ga BRACKET BY OTHERS — -- --- 19 F -- - --- \ Z _ FASCIA SIGN FURNISHED AND — __-- —_-- -- SECURE LIGHT BEAM TO 2x6 ---- — - \ \ INSTAIL,ED BY OTHERS. - ---- - - - - CONT,. wDOD .NATTER W/ 4 1/4 \ x 1 LAG BOLTS \ \ � I d„ \ Z. 2x4 CONE. 24 GA. �aALV. ?`FETAL FLASHING o W/ G.I. CLEATS @ 2 -0 O.C. \ , ►— a <• D SHEATHING INTERIOR PLYWOOD .o NAILED TO PLYWOOD � C3: 8 1 _0 11 EQUAL EQUAL 81 -011 CLIP FLASHING OVER CLEATS. -- ---- (A.P.A. C D 32/16 W/ EX•iERIOR GLUE) ac ELECTRICAL JUNCTION BOX BY ELECTRICAL CONTRACTOR / ROOFING SHING'L.}S _ T LIGHT TOP OF PARAPET �� FLEXIBLE CONDUIT TO _ (SEE ..SPECS.) 1 11 I. FIX'iURE SUPPLIED & FINAL \ \�. 9 9 ® . ELEVATION +16 -2 9/16 -+ \\ \, C - Lo r - r I r CONNECTION BY SIGN CONTRACTOR. 15 ASPHALT ROOFING A RAIN DIVERTER l �� /F� - - — \ , FELT d pp INTERIOR PLYWOOD A.P.A \ -D 2 1 W E: P. GLUE \. \ o a R _ \ \ � �. SIGN SUPPORT TUBES r FASCIA. 1 I I T I 1 " 11 II 1 1I r T I 1 1 _L..—_..L__L L. ._..1. ._L.. « — - 7— � L _ I I r 2 2 1 4 2 I I 1 1 1 T I i\ s x x / 1 0 O.C. I i l t L_ _ �.__ I r , i T � I 1 i _1_ __ T I ° T<nT0 REQUIRE— I C [_ T Lr I I ( U RED 1- -1 1 ( Y1 11 - Q ) r r 1 I 1 LAYER PERMA-PLY . R SET IN HOT ASPHALT \ _ -- - - _ l _ 1- 1- �_ l_ � _ _� __r-L _ _1 t- 1 1 t I � DETAIL FINISHED T - --- - - SOFFIT ----- - _ ------ _ - --_ 1 LAYER PERMA CAP SET N HOT ASPHALT 1 SCALE: 1 1/2 1 -0 11 A6 ELEVATION _ _ 4 - +9 .-4 1/8 �. I l� _1 x. 1 1_ r i t 2 x 2 x 4 CLIP 24 GA GALV. METAL FLASHING 7 I r 1 I I r I CL ANGLES -_ � T FLASHED INTO BOLTED TO 2x6 FASC 0 ROOFING AND SEALED . -- @ L. .I _ I __ I r -r I L t 1. I I I I I I I r IGN SUPPO T AROUND TUBE 1 , 1 I _ l_ l T_ I_ � J �' - t I 1 I I T 1 LI I I 1 J - `• illr 1 T 3 16' 1 �__� 1 M�_ onald s I 1 r 1 1 � I r I I r I ` I t 8d NAILS / (TYP) \ • I I 1. - -I'- ll -J T _T- n L LJ �. i I ti \ N --s_T 1 i - - I I i r l 1 i I I 1 1 11 �/ I 1 1 r -- - 2 x2,xl/4 TUBE 5 -0 LONG. 7 L r r t 1 I i 1 � IiI 11 1_ - . r t I I r � l T T - — —. l T 1 - I 1 r I I 1 6 -0 I - (2) REQ'D 12'-0" APART FOR IiLL41 I 1 .7 I __1_ TOP OF SLAB �— _ r r I 1 I --- , (TYP.) FASCIA SIGN. ELEVATION +0 -0 I I — 24 CA. GALV .t>?�AL � ' \ 'E'I�ASI{I!VG d VALLEY, LI - - - - - - -- ---- .p ` ., PAIl�r1'ED TO �1ATCIL SIINGLES (NOT` 'I.3E USED / --- 1 - -- - - --- -- - - - - - - = - - - - - -- - - -- -- - - - - - rJ ASPIIAL,. SHINGLES) � BOTTOM OF SLAB FOOTING JOIST SUPPORT — - - -- - - -- - - o ELEVATION AS REQUIRED HANGER 5�0-1b B� # " BY CODE OR AS TO ACHIEVE SEE SPECIFICATIONS ON LOGO ON FROM' ELEVATION ALL i,TINDOta SECTIONS 4 `� ADEQUATE SOIL BEARING HECKMANN OR EQUAL(TYP. Q ARE 'I'0 BE 1" INSULATED GLASS. IN SIDE �. c 11 1 ROOFIu; S}:TINGLES ELEVATIONS, UPPER SECTIONS ARE I INSULATED GLASS AND LOWER SECTIONS ARE TO BE FIBERGLAS r LOGO PANEL INSERTS . (SEE SPECIFICATIONS) v " 2x.4 s O 1'K I(;GFR 0 u - - O _ _ . FRONT ELEVATION DETAIL 2 E SCALE: 1/4" =_1'-0" 8 SCALE: 1 1/2 = 1 -0 " , " g . LIGI rI BEAM (BY OTHERS) � " N \ c • CD c \.. / c 1x 3- 3 FURRING STRIP � .� c . 24`b:C: \\, \\ E fE 2x6 BOTTOM CHORD 2x8 EASICA BD. : cI OF TRUSS LIGHT BE A,�I ,'[OUT 1 I VG c� l/ -- - BOTTnM CHORD OF`TRT'SS RETURN ON MANSARD 1 . F7,EV. -+-9 -5 1/2 - - 2/4 c>f�. c�u.v. rAL. FL S11I' TO BE " 00 TO BE SHINGLED � 8 xl6 ALUMINUM LOUVERS ( USED ONLY WITH .� WITH BIRD SCREEN TYP. �^ - r ,r_ BRICK EXTERIOR _ 5 8 1 1_ l 1-I'LYt,�xlr) .,OI•. I1 1 7 (FIR GROOVED`@ 8 _0.'C ) , PERPENDICULAR TO FACE OF BLDG. ---- T - 11 DETAIL x !- - -I - �-5----_ _i 1 1 I 5 GUTTER �-_ -� _ 3 , T J 1 1 _.1_ _I _��_ I _1_ L L. I 1 I I l • i I I i i 1 0 A 6 . - . 1_ L _I__ _ _ _ _1 - r --- —_. _-- , SCALE: 1 1/2 =1 -0 41.- " - i r , a_. ..r -r_..7. 1.. --1. . CLEARANCE WARNING if 5 " A" " TOP OF MASONRY WATT, AROUND FREEZER -- I I i. I 4 MIN. 1I r , [7 � � I I � I I i 1 SIGN 6 1/2 x36 (TYPICAL) I_ - - --T -- -- � I I II ( N +7 9 5 16 : . _ 1_ 1- I 1 ELEVATIO / -L- — T --� 1 I T I -5 IRI @ -0 O.C_ Zx10 RIPPED �' � TO 1/2- _T , r _ _ _ - -� _T _r_ � �_ -r-1 t I I 1 1 t ,Z(x)}•I N(, �H I N(,LF.� f _ I I t�1NSP0UT _T_ - Lr � -r-- I 1 _.• -T , 4 DIAMETER DO - ._ 1 z- -I 1 I � I r I ',24 GA. GALV. METAL FLASHING `'4 �+ _ _ _.. r p r _ 1 O 3 - -- I PAINTED TO �H SHINGLES _L_ _.t _ _. . I 7 T— 1 1 I �_ S � 7 i I i r , -r C a � I� � L- 7 I v'I F,K I OK PLYWOOD +t w I i r I 10 O I I I t r I r N 4 1 7. I i 1 r 1 L _i__ 1 T i I ►. M . , tt , MAIN TRUSS UBLE) 1_ 1 , _.1 1- _ _ �� r r � _ _t e_ I r ;\.P.A: (,-D 3�/16 W/ •. ® a C ., 1� 1 T l�T I T i_.._ �__ L. [ T 1 ! T LI t 1 1 i_ l _ w � �r �_ r � r r r r � Z L` _T r 1 r r r _.r — I I O _ l I I 1 ? r_ 1- I , _I _ I h.X I F.R IOR GL1 } ® d r FLASHIN(, ,�tiD ` ca �7- T T _ i I r _�. --� __ _ L_ r t _ r I � C � — -— ——— ———- —--— — — — — — ——— ,x6 HEADER COUNTS F. ASH ING _ N - - - ----- ---- --- --- - 2 t II O - ` �' G — — — — — L a O — — — —-- — — — — = — — — — — — — — — — I - -- — _ l ONT. LOUVER VENT ZHIGH POINT OF CONC. - a 1 1 1 CTL ITER W/SCREENING .. O } I - BOTTOM CHORD OF S +9 -5 1/ w o SLAB TO BE 0 3 A v a► ' -- — , I — -- - --- — — — — - - f i ram' T T— `i , _ i FROM TOP OF SLAB '4 (TA. CTAL� . p 4 0 ,� C FLASHING, 171 -4 `y'-2 2x10 IMP PLATE IDNG PAI v"IT.D T'0 lx6 FRIEZE BD. ' w A.I'.F. ell ,, 1 1 � .T — 10 BLOCK P 0 ?RSE FLASHING ELEV. 8 -6 2 1�TC}1 1 ,._I.:�1. BD. (T0 C L ) / t ( a 1�r l/2 � ANCHOR BOLT T�T- T�IASHER K & SEAL ,� 1 1 I 1 NOTE: CONT.SOFFIT LOIJ�7E VE « EVERY 4 -0 @ 18 -LONG. - ODEL N0. SA 8w OR E LAL 11 1{ II Q � 06 4 DIA. OPNG � TOP T1TO COURSES SHALL BE FILLED PI SOLAR HARDWARE CORP ,, � hTITH GOUT FOR PVC SLEEVE I; 1 25 P.0. 'BO�� 5 1 1/2 STYROFOAr1 168 TAYLORSVILLE, MISS 39 INSULATION SM. �' - � PHOT`.L 601 785 4711 ELEVATION E LEV EAR ROOF ...FREEZER DETAIL ' L_ r K.E.S.Kit .I 4 BY RE COVER S ME 1 1 v r SCALE. 4 0 t- , , ! �hT- �, �. 6 a a .F � lam>Q 1 --- SCALE: 1 l 2 l 0 I I- ___ _____._1_._1___1._1 _______._____,---,-----.----.----.----------------J------,----�------.—�----.!�----�-___________,____��__�____ —.---,— ---------------------------�----,-- I — ____7______,____ _________,____--------- "---"-- __- - ___ �__,.____.__ ________________.,_,____ __,__ '' ___------ ,- �_________------_____---,--____________,__________________ ______._____---------______-_-,___- , - � __--",-,—______.___,__7-- � -__-____�_--------,- _____'_'_____",_.__ I I 11, - -� � ,_�I'I- 1____._1.1.111- 1__11--1 � I I I I I I I . - - � I I; I . � I I � I I I I I I I , �� I 11 I 11 � .1 I I I � I I I I , � I I I I I I . 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ET GLUE BUILT-UP ROOFING. cn 9 2'-0" O.-C. cc SPECIFIC.NTION ?,-1423 TZD < C) 0 4" CANT ETT`RIP DRAFT5TOPPINIG CL N Z 0 0 CL . ............ cn cn UA �WmNmwr_ 0 LJ 0 sb.hh _j _j c L ,7 T7 z z z 5'. c A 4 %,�M u u 3 0 0 0 =T .......... 220 0 T ELEV. 4 1 -41 TOT) OF FACE BRICK 2x6 WOOD STUD I 4ALL— ov -------It- 1ENU BOARD VALANCE (STUDS (a 16" O.C.) SUSPENDO) AcousTicAL cEiLiNc 1 10 FRIEZE BOARD ELEV. +-8' -8" SUSPE�,TDFD ACOUSTICAL CETLI�r___j 7. Ix CONTINUOUS 6" CONCRETE BLOCK FILLED TR1,1, STATT NED 1,TJTH ZONOLITE INSULATION TO MATCH DECOR _<__�'DURO-TvJALL REINFORCED + STAINLESS STEEL ANGLE -STAINLESS ST�E, CORNER DRA4ALL TAPED & SANDF 1) > EVERY COURSE PROVIDED BY K.E.S. ARDS PROVIXP BY G.C. DRYWALL TAPED & SANDED PANELING AS PER DE ING, AS PER DFcoT, GUARD POST 00 co 6 DIAMETER co Cr� CD J :-_T pi 4i.......... t 1--t- t _T ON A M QT1 --PP FOR sFA5t,11c- Fat-IR 5F -5 _ET @ I �LL:�— r`v T-14 i, 4 w� T T 4 0 4 4 j L�___j hmm� *1a 5 COtCRETE SLAB CONCRETE B=C 4a v M2TqDATION WALL �4 CONTINUOU #4 CONTINUOUS 0 6" COT,1PAC`T`ED GRA, NOTES: All 5 CONTINUOUS 1. Aj T Nl� ARE TO BE BRACED DU CONSTRUCTION RING 2 A5 CONTINUOUS 0 2. 6" FIBERGL16 BLA=, INSULATION SHOULD BE MECR40ICALLY SECURED p O� 6 COMPACTED SAND TO 7 1E TO CH RD :b OF THE TRUSS. WHEN THE TRUSS SPACING aC=G T11E STANDARD jTIDT1i OF TFHE INSULATION, 0 c CHICKEN ITTRE (PROVIDED BY G.C.) SHALL BE �ECHAIqCALLY SECURED TO THE BOTTOM OF THE TOP CHORD OF 'RE MUSS AND THE INSULATION PLACED ON TOP. CROSS SECTION 3. SEE SHEET A10 AND STRUCTURAL CALCULATIONS FOR TRUSS CONFIGURATION AND MEMBER SIZES. SCALE: 3 3 1'-011 4. IN ORDER TO HAVE A CONTINUOUS AIR FLOW AVOID ANY SOLID BLOCKING BETWEEN THE RIPPED E 2x10's. 5. DO MIT BLOCK OFF THE CONTINUOUS VENT T11E SOFFIT OF THE T-7 TRUSSES. t 4 ;k 0 8"x16" ALtTTINLN LOUVER 2 N 1,TITH BIRD SCREF 1,1ENS-COMINr, FTBF r4 6E-�6�Ar) J4 r)O r --�67C_�4 6" BATT INSULATION 2x10 RIPPED TO SLOPE ROOF BUILT-UP ROOFING (9 1/4" HIGH q FRONT SPECIFICATIONS !,�423 ��JMD �7 SEE NOTE #4 Ji 2x4 CROSS BRACING (SEE SPECS) 3 1/2" HIGH IN REAR) PERMANENT LATERAL BRACING (SEE SPECS. ) C. SLOPE PCrU_DJ\1 ON M-ANSARD V �4' TO BE SHTNGLED c 1 66 1 c 5 4 A7 V CL SEE IGHT I 'x, 41-511 SUSP VINYL-f CEILING PRE-FAB MENU BOARD LD ICAT-) BY K.E.S. \Y4, 14 it- f, x 3 FIRRING STRIPS T TAPED & A. SANDED 24 GA. METAL FLASHING 77 PROVIDED BY G.C. (PATNTED 4— CERAMIC TILE CERAMIC T1 TE 7) �1ATCH FRIEZE BOARD) c 4- Z PANELTW, AS PER DECOR c 0 P c 0 C 0 CL j c 1/2" 011ARRY TILE c T -I IT! rf 1 6. o 0 �<XXXX L Typ In '4/\>/\>(Z��x —_ L. ". C I I f=� I I 1 ' 11 1 1 1 1 1 61-011 -to a c 0 t*f .'' — - I �7 ICAL) v .9 0 7,. olit 13 c o 0 F1, R IDE VAPOR BARRIER C 0 5" CONCRETE SLAP,_x 0 V C C(1TA= SAND w 0 4 2 #5 CONTINUOUS ul 0 IL n, % 4 LONGITUDINAL SECTION r2 ' M \L3 sc-ALE: 3/8" 11-0" —- -- -------- I- -AL4 s t t .S x e .. . ?, £ a .R x- .[ M $a A4 G.,., C ,. 0 14 / ROUGH OP NC ,v, r 2x6 s 2x4 s DRYWALL 2x4 s 2x 2x6 .. . wA.. _ r N a „ , . . . , . 10 7 . r• 4 M.O. r,.., ,.. "5111 DRYWALL ,. T.. r �� it r 11 rY t It .: . 2 1 4 1 -7 1/2 2 3 -0 4 1/2 3 -0 21r 1'-7 1 211 2 rt PANEL PANEL PANEL' / l 1/4 . ,1 w I 38 FINI HED OPENING 1/4 MARLITE PANELING „ _ J, . 1_ 11 �1 - SEE ROOM FINISH SCHEDULE 2 cn 16 8 I 20 8 4 -914 HO Z 4 3/4 3 1/ - _ 3 0 l 0 2 i• , _ � CONDUIT $ 11.. 1, a a .m,►:. ,-:: . 5 PANEL `PANEL PANEL 2x4 s I1 1I . ,�. . . LN NAS s� •� ( ) ( 51 NAS P BOX d ) H PANEL _ , 18 CA. ki0LI1JCJ - METAL DOOR: N - � ,- i , 2 i , x4 STUD ( _ o � vAI�, SI-IL��i r 11 1 4" 4" FACE BRICK ® Q w �*�• 4 FACE BRICK / SHIM CAULK l 2 DRYWALL ® ® 6 COW BUCK W ZONOLITE I CAULK TYP. 6 COW. BLOCK W Y 1 1 a • / L TE INSULATION ( ) / _16 GA. !-1TL, 1 3 4 SOLID CORE. DOOR U' C . ZONOLITE INSULATION DOOR FRAl1E z _ . : lx3 FURRIIU HOLLO(d KIT. DOOR FRA ME ; .. _ o W/ ANCHORS w -- ,.� FINISH AS PEP.. FINIS NOTE.THE 'L & 51 PANELS r� - � J ' r . 1/2 DRYWAIZ S�•lt IC. R�oNi�. S�� FINISH AS PER FINISH S© .E - o .r.. SCHEDULE11 E A I O c .. I_5 � d: N MUST BE RECESSED AS O Z ,. FINISH AS PER FINISH 07 T-7 A 2 w * SH SCHEDULE - a 3ln _ t N SHOWN IN THE PLAN w N SECTION AT THE TOP q • :. aA rtDETAIL. 0 G .__Y> - •., - � OF THIS , _r `• DETAIL 1 DETAIL 2 DETAIL 3 . , - ELEVATION SECTION .�: A 3 DE , It _ 1 rr TALL SCALE. 1 1/2 1 -0 SCALE: 1 1/2" _ 11-011 A SCALE: 1 1/2" = 1'-0" A13 4 SCALE:3/4"=V-0 A 3 1 10 �, FINISH AS PER FINISH i 2x4 FRAMING @ 4 1 O.C. �-�-: SCI IEDIII,E M }r ., • �- BACKSPLASH , - FILLERz t . 2 d ` ur�p•• _ � DOUBLC �x4 f tEADER 4 1/2 DRYALL IIt 1 `• 1 Lx3 FURRING STRIPS . . _ NOTCH WALL S`I'[JD _ -�— HOLLIxJ "tTl.. DOOR FRAM _ , CAULK VINYL WAIL COVERING 2x4 FRAMING 1 T AC,CON NIODATE 1, * i -- w 1 3/4 SOLID COPE DOOR ,. 7 iP BACK UP SUPPORT �_ _ Q ONF. P_ECF. CULTLI.ED I 16 ('�. .AIL. DOOR Fk " T MARBLE VFIVITY TOP. \ _ �. —�---- Z CLIP FOR ALIGN- co 1x4 PINE W/ EDGE BEVELED w o MENT OF MENU BRD. ,. CERAMIC TILE o I SECTION 8 r � I i STAINED TO _'LATCH DECOR, - - _ �1 a — e BOTTOM CHORD OF TRUSS I � � 1 2 DRYWALL A 7 7 - - \ N / ALL i r`I 1 1 = 1 _ 1 1 � INSTALLED AF'I'I::F.WALL � t 1 1/2 1 0 2 1/4 N _ f / SUSPENDED VINYL- 2x6 4'-1" O.C. CUT COVERING: / <'. @ - 2x4 BRACING WHERE r- / ROCK CEILI �d I ! --1H ZE.SH0L D SEE SPECS i `� � i r ._.- TO FIT AROUND .TRUSS REQUIRED ( ) SUSPLTII�D VINYL..ROCK CEILING _ 1• 6 CONC. BLOCK 8 9 A.F.F. 2x6 BLOCKING (d 8 -9 A.F.F. / 11 U SHOLD ANCHOR n >_ t: . 1/211 PLYWOOD SUSPENDED ACOUSTICAL �P.._ U U . GAL f _ CHANNEL FASTENED 1l0 .. T r. - - - •-1�---- EVERBRITE PREFAB TILE CEILING N d 11 N - SUSPENDED TEE -- — / : 1/4 MARLITE PAI�TII.ING o a L / MENU BOARD SEC, 1x8 PAINTED BOTH � ,n � . - NOTE,PIPES UNDER VANITIES SHOULD BE BOXED OR WRAPPED �, , --- -_ __ _ R"SELECTION .�,. v CHANNEI. SCREWED INTO CX�.-.ER o AS PER DECO ELECTIO � ! SHT. El NOTE 5 . SIDES TO MATCH DECOR , ! - EGG CRATE DIFFUSER 4 a WALK-IN COOI.E�t -- - _ _ L CLEAR WHITE ,�.w•." OF COUNTER G � f .. ,o o ! MARLITE PANELING c ,.. BELOW .. .. t DETAIL 5 DETAIL SECTION DETAIL DETAIL 11 • A6 DETAIL to a, " _ 1 " f 1 1 SCALE: 1 1/2 =1 -0 ' SCALE: 1 =1 -0 11 - 1 II s SCALE: 1 1 0 SCALE.:."3" = 1' -0'' A6 SCALE: l 1 0 A6 , 9 -8 M.O. r ) '. — t ,,.� _. a- vc4 STUD WALLS > 1x8 STAINED �l` TA NED TO MATCH DECO 2 1/4 AL 2 AL 2 2 UAL 1/4 --- Ix s NIARLITE CORNIER GUARD - 1f a SUSPENDED CEILING �• - - _ � _ i I I CAULK B011-I .SIDES 18 d 8 -9 A.F.F. ( ) CD . A7 • 1 -8 1 i � STAIiaII..E SS STEEL CORNER �. - ------- _----- -- I - / GUARD BY G.C. 60 HIGH t FINISH AS PER = , I I = �h DECOR d • -+ SHIM - tI C TILE N Q � Yf e _ r'' . ..4 ( I J DETAIL • c ,' r; 1 SEE NOTE =3 ON BACK-UP - 0 SUPPORT AND TILE PLAN) I i �� ,�, � _ � n �- >� � °4. a „.. CAULK SCALE: 31' = 1 -0" _ � ' ' �; __ _ 0 0 � 5/811 PLY(�OD � _ CEM TIC T LLE ON DRYWALL : •>�,.� ,, I ., ------ - 1x4 MOUNTING .. 1 I 1 INS ULATED GLASS STRIP .. 4 'FACE BRICK 1 4" SH r,.:.: .. LL / LTI r CAULK BOTH SIDES rI � � 1 O 6 COINC. BLOCK W ZONOLITE " a a t d / INSULATION 1 INSULATID GLASS CAULK (TYP.) - � ,1 1 1 It - ; 44� ` ---— 4 1/2 x 5 l 8 STAIN- a � lx3 FURRING • �{ _ h LESS S"I'E��, CHANNEL �• r„,{�,,, � _�— lei lhirl rlaL a9 11 �1G.C. r I 1/2 DRYWALL /� C. � BY 60 HIGH •, i I - .. 1 - FINISH AS PER FINISH SCHEDULE - -=- Ix SIIZ --- T 2x4 STUD r,IAIL, .` r _ 1a P - 1 ` I c7R S>✓I�MIC REIN CM�hi SDI* 7Ta a. ��tm "�' A 2 Q TAIL 12 ... ...: ! c 1 f-F CHAMFER L',i� r DETAIL. � » 14 (SEE .NOTE ��4 oN BACK-UP DETAIL o k 1 1/211 1'-01' A3 15 v E : lx4 TPD I CUT T� " t " SUPPORT AND TILE PLAN • •,'SCALE: 3 = 1 -0 � ) �� _ �_ �� - MATCH CF iAIRAIL SCALE. 1 1 0 FINISH AS PER FINISH SCHEDULE - I" INSULATED G ASS 0 — PREFAB DE -- n DECOR P ANEL $:4 , 17 k. .,° 4 BATT INSI Ti ATION _ : 4 1-x3 FURRING A7 �- 21-611 6 COIVC. 1�A(X W/ ZONOLITE INSULATION SINGLE'ACTION DOOR 11 4 , II 1 �L- N 3/4 SH 1<-6 H.�LD ,— 4 3/4 1/2 DRYWALL ,\ � IT4 AS REQ D ..� 4 FACE BRICK _ N - I C ey � — _ 2x2 BLO(XING � _ _ NOTES: o *-a 1 1 1 - SILL o w — _ ix �+ C • 1 4 MARLITE PNL.G 1w , �., - - 1. STAINLESS STEEL COUNTER TOP w w v - I 1 ;�•; , .- � . d. - _ OVER 1/2 DRYWALL'4.. . -- 1/4 CHAMFER FURNISHED BY. ' od FLUORESCENT LIGHT FIX. r• o q C « ` w I ' IN I A. B&B AND LL 0 S RANGE AS A o. o t 1 O d a Mc DONALD s BUYOUT INSTALLED C u BY K.E.S. AllTILE AS PER C 'v M �' _2x8 B. H&K BOUGHT FROM ILLINOIS 'RANGE INSTALLED BY G.C. `�' SELECTION ; - w o - N 11 VERIFY WITH McDONALDCONSTRUCTION . , . I• . 1/4 �, s - _1ARLITE PNL.G �- 5/8 PLYWOOD o O ,, w o o ar . , • .- x, .: U MANAGER WHICH COUNTER.'TOP WI BE y� Z 1x3 FURRING OVER 1/2 DRYWALL T �- 1-, - �� rn •; USED AND WHO WILL FURNISH I G.-� _ v • e r d C �� 2x8 CUT TO PROFILE '... .r r- V' , 2. FORMICA OUNTER P FURNISHED BY _ � � 2 0 O.C. �t w .. , ,. . II ]x FLiRRINC _ @ i 'gyp cDONALD s INSTALLED BY G.C. _ .. j 1/4 SHIM M � w �► : 3. UNDER COUNTER SUPPORT WAIF," FURNISHED ( s .0 ,y :..., ., �•.. _ . 2 1 4 2 11 3/4 2 2 11 3 4 _ � . - c-, o I --� , / / 3 0 - AND INSTALLED BY G.C. C ,•'. , : 4 - a t.�. •. .„ , 4. THE COUNTER TOP MUST- BE 1 NSTALLED 1i -- PRIOR TO INSTALLING THE LIGHT FIXTUREh: M _.__ - ; _. 9 8 M. TO 0. THE COUNTER SUPPORT WALL. „ , . i► . . 3 l �� ,. 7 1 4 . <.r r p La � • I , , ., f r R TOP P,err I SS STEEL COUNTER COUNTER TO„� .♦ ,. STA NLL FORMICA C ,. { d r SECT ION i, ON n TAIL- 7 SECTION la D wh r .. ETA . �.. � IL 1 1 1 A3 1 9 t t AT NT OF , . ,. 1 1 2 FRO 0 S+�iIE 1 0 i A t1 1 1r .. A 7 . _ A7> F 3 1 , C�L.E 1 2 1 0 � - SCALE: 1 1 1 S ,2 0 CAI 1 0 i. , .R IL_ L —-------- ------- --------------- 0 %Q 72'-2 1/2" 7; At 0 2'-3 1/2 4 3 1 411 3'-7 3/z!'%' 2 -lf� 10 SPA= (_�i 4.1-Y-D-C 20'-0" 41-- SPACES 'a 2'-9" O.C.= 16'-0" -011 j4 SPACES @ 2'-011 O.C, 3'-7 3/4" 4'-3 1/4" z 71 0"/T6 USSES Z CN 611 _T Tl TRUSSES Tl TRUSSES ul Z* < M kL z cr cn V > Ln U-) 0 0 3! p 0- N Z w B CC < cn 0 4 C/3 ROW I (D c 0 U-) < 2xITS 7,IPPED M, x 0 o Z 00 a Al. 0 SLOPE TJk ARDS 0 0 �z BACK OF BLDG.- J � V/, i 0 �e a c cr z (2'-0" 0.C, 2 r. 0 y 3'-0'' _T 0 -2 (yD cr) 17( I=IOR PLY�MD C/D A.P.A. 32/16 TATITH 1-411 f!j F_\q`ERIOF GLLTE FOR ROOF F 7 DECKTNG III VAv 111� 1j ) r 5T� L 13''x 13" CLEAR OPI�NING RIPPED 2x 1�' FRJ 15 3 /811 MR 29 3/4"x 29 .'� I L ITS Sa 5 TON rN 5" �A9 , I-I u *4 18'-7 1/4' ROW 2 I I L41MR V ,-)1ZrWt tL,(ALL JOINT5 7LP90) 3 611 311- 21-5 iD R AF-r 0 P P I rl CA 16'-9 3/4" 1 11-4 3/4" cot,PTJ�Juc)U5 F-p-om CEIL�1�,JO TO TIGt-41- AriAlt-15T ROOP CROS�) BRACING CROSS BRACING DIAGRAM- 2 x 8 LAMRAL BRACING (TYP, IN 5 LOC,�TTONS) 7WIZU OP-AF;7'�� 17M�,jCA IN 6' All D rc, 1: 7, P i" M471 ial_41 4\1115 1 1:FF- AIt/D _�F o RCT>F 1-It TCJA BOTIUM C1 IOTRD OF TRUSS --A a �4 ti b cc Ln 91-.-5- 1/211 + 9'-2 112" c 'T 2 7� r4 A9 148x2l C) f 1/211 DRY,�Ai_L TU 6" S1 TID WALL (2x"S 16"O.C.) Lp I r5 UD 24'-7 1/4" 1 \,A9 �48 DOUBLEE 2 8 TopltE CONTINUOUS 3 @ INTERIOR BEARING WALL co Ln A9 28"x23" �Romi SECTION OPET11% (TYP. :3/41 1=1 -Ol 1 F'OR ALL KITC11-LEN SCALE �6 T_ -F.4.:4S SU, ShTET c Al2 FOR RATED Flu DUCT ENCLOMRE 2 x 8 Op BEAM 0 Or 1 �o 31-4 3 4 1-11. 7 Ln 0 P C', cn T 3/4" 0 x 8 BOLI�S ONE EACH SIDE OF BEAM cr. 4 17, 1E 446 28''x28" ROUGH L 1/2"x5 1/2"x12" STEEL PL. 10 CD OPENING. 2x6 91-10 Ilk T -1 4 1/2'�13" 4 1/ T (6) 2x6'S 15 3/4'-L---t D 2x10 Ln L 'A 0 1 3/8 NG FOR 4 -�*�_, _PXE 31 U -1 - - SECTION r2 ROOF OPENING I r LL (TYP. ) 10 '1(_)N UNITS SC.61E: 1 112"=11-olv A9 13'-2 3/4", 2'-Q, SEE 2 �,.! — HOM OF TQESS T5 TRUSSES B=1 Q i o- y 10 BL'Illq 4 3/411 11TU oJELDED s + 91-5 i/2111 91�411 L L I I 6 TRUSSES r,3x2l SLISPM)ED CEILING z Ix 8 TU_ -,I lx8 CLTf TO FIT c C4 ob ELF-V. TO MIAIrcii O= wo in 3 T5 'iRUSRES 61-01,1 cp 00 c fe 40 0 FLASHING 3' CM\1112 VALAICE LIGH='\X,' Al. N *0 re 0 L8 GA. �ETAL -7 3/4". 4"-3 1/4" 0 is c = nVAC CURB SECTION CL .00 c 1x4 NAILER zo 0 1. C -a qj A. 7'-11" 21-111 Al 4.1-0,11 4'-O''_____ 6 SFi�.CES 2"-07' O.C.= 12 '-0' 61-01' 41-011 1& 0 BUILT-UP ROOFING T6 TRU 3S SCALE: 1 1/2" 1, Q c- v 0 (SEE SPECS. ) r r T3 TP T3 TRUSSES r rT3 TRUSSES -c, +91-411 Z_x LEVELING 2�' -1 1/2" (CO!_,,T. _Q0L -c--)I!\Tr) :! "c 0 &A 0 3/4" RIGID INSULATION 16 TRUSS 0 0 CURB 10 Ck A. OR WOOD BLOCKING BY G.C. r c 7'-9 112" 21-11 1/11, T-9 1/2" 0 2- 3/4" x V-6" +4 HOOK ANC14DR IL c T4 TRUSSEr a E 4( WOOD CANT BOLTS 'T 3" BLOCK M SEAT BEXM CUr OL TUP OF 43'-311 181-6 1/2"' 21-6111, 71-1111 1 0 0, TRUS S — pLYWOOD�ROOF DECK r r r% 8' r �Ar - I .-1 .1.1 �i '. NOTES: I IF VESTIBI-1LES ARE USED; SEESHEE7 V! FOR. RE-VISED "IMM PLAN. RIPPED 2x10 SET ON A 3/4" GRDLTIF TOP CHORD OF TRUSSES 2. VERIFY THAT l7HE T-5 0MIGGERS DO 2'UF OBSTRUCT OR CONFLICT 11,1 BLAC,� I_RO1N D(,'r---- EI�CLOSUSt IT 3- FASTEN T-5 gUIRIMM To UPPED 2xlo'S 3/4"x6"x12" STEEL -411 _DE ,\71 PLATE FITIZ SOLIDUf TA7 TRUSS PLAN I-j x 2 COURSES BLOCK _TT M)RTAR A ILTIPLE TRUSSES MUST BE �ELmL4_' ALL 11U FAS=ZD T=fER. SCAI_E:l/4"=l'-0 -6 TRUSSES. VERIFY WITH MCDONALDIS ONS UCTION ENGINEER. 5. ON SITE FRAMING MAY BE USED IN LIEU OF T C TR (SE.e oyTi-'s :�A-mr�740 14, 6, ROOF riZTC (3 ' k34�t_) -�FH� 7L,Pl-b; �31 T DETAIL C C��4'�T'PU SECTION S CALE: 1 1/2 1' -0 0r-_T611-15 Co �T:",�11ZUC710�4 0 f' FOLr)N0� 7)1_,��Tr( \YITIJ -/Y)QErz_, -011 -Tu SCALE: 111T' 1 ----------- ------- ------- cQ 13'-9 " . co ,�,, • 1 . 36 -11 1 . J 1 - 0 11 r u r . . 29 -2 7 9 1/2 _ O 1 ' • 1_ " 1 11 r '- 7 � F 2 1 5 8 5 -7 3 4 rn N I, Z x4 CROSS BRACING (MAX. SPACING _ co _ Z !V N _ A _ NOT TO EXCEED 101 -01 O.C, ) co � N ''AA r-� TYP. IN 3 LOCATIONS ulcn N CONT. 2 x 8 LATERAL BRACING (MAX. SPACING NOT TO ,., ,� ,o v v _ i 1 r-� EXCEED 10 0 0.C.) TYP. in 3 LOCATIONS ,-a v 0 -- - - rn t J 4 ,: _ Y 2x - 2x6 - v 2x6 2x6 6 0cl a . r. N a .. ♦ , J J;8 M MLo .. ro 1 Z Z m w r �.. 1r - 2 x 6 0 t!3 -� 2 Q Y ma c . Zy 1/ 4 -3 l 4. 3'-4 1 2 _2 -9 �1 4 3'-4 1 2 L6 i O w • h I _ 111 1 JI � _ �� 1 _ I1 1 4' - 1 4" 4' -7 l 4" 4 -� 1 4 4 -5 1/4 �.,� 4 9 1/; 4 -7 1/2 4 7 1/2 4 7 1/2 G 7 / / / 1 r !` t y, :. z -TR SS - T 4 TRUSS T SCAM 3/8 8' 1 -0 . SCALE: 3/ .� ..rt. .. W , 23 3 3/ L- 1 211 ll'-0 1 4 - 2 -I 8 8 -0 3'-0 1/4" 10 2 x 4 CROSS BRACINGSPACING (MAX.( �- NOT TO EXCEED 10' -0" q. C.) � 00 \ —� _ r 1 _ TYP. IN 2 LOCATIONS N N , p� CONT. 2 x 8 :LATERAL BRACING. (MAX. SPACING _ _ � n. , EXCEED 10 -0 0.C. TYP. IN 2 LOCATIONS ,-, N _ _ 11 NOT TO EXCE ) 3 16 { Q, -a N .q 2xn 2x6 . r+ M \ ,r _ M< � 3 1/2 I �, ;� cv � •, 2 x 6 „ I I 1 T 2 , 3 -0 l ,. I II 1 II , '. 1 1/2 1 11 ' 11 ' 11 .1 " .... 1 1�.' 4 -9 4 -7 1 4 4 -7 l 4 4 -7 1 4 4 - 4 -0 l/49 7 -L9/16 3 -10 11 16 w : / - -_ 2 4--.� _ z o _ ELIMINATED SEE NOTE E5 ON SHEET A9 NOTE. T 6 TRUSS MAY BE ELIMINA ( �, ) if. TRUSS T - 7 TRUSS T 5 TRUSS T 6 TRUSS T- 2 USS r: 1I _ , ' 11 11 _ , „ ,1 _ I SCALE: 3/8 l_-O SCALE: 3 8 1 -0 SCALE: 3/8 - 1 -0 / , NOTE. SEE STRUCTURAL CALCULATIONS TO `VERIFY •ti ' 27'-711 , TRUSS MEMBER' SIZES AND STRESS VALUES p w ,. 7'-9 1/2 19 -9 1/2 ,.. -._. 2 x 4 CROSS BRACING MAX SPACING( ; ,. NOT TO EXCEED 10 -0 O.C.) DESIGN LOADS CASE III CASE IV CONT. 2 x 8 LATERAL BRACING (MAX. SPACING ,. NOT TO EXCEED 10 - " 0. . TYP I.:• 0 C ) N 2 LOCATIONS LIVE LOAD 40 PSF 50 PSF ' ;; ;: : SNOW BUILD-UP 2 8 PSF -0- 3 TOP CHORD DEAD LOAD 71-0PSF 10 PSF ;.>. ---- r � a BC7ITOM CHRRD DEAD LOAD 5 PSF 5 PSF . M [TOTALS 63 PSF 65 PSF :, 2 x 6 d „. LOCAL OR STATE CODES MAY EXCEED THESE REQUIREMENTS ' 211 4 5 4 7 1/�+ 4 7 1/4 4' -7 1 4 4 - 1 4 NOTES: 1. IT IS THE RESPONSIBILITY OF THE TRUSS ACTURER TO DESIGN x , THE TRUSS. THE TRUSS MANUFACTURER SHALL HAVE IN HIS POSSESSION' "�., THE ;STRUCTURAL CALCULATIONS, MECHANICAL DRAWINGS, AND TRUSS . • � , :< PLAN BEFORE THE TRUSS IS DESIGNED. 2. USE SNOW'LOAD COEFFICENT: Cs = 15 —) TRUSS T 3 ( , g r , SCALE. 3/8 1 0 WHE..F.. h DIFFF?�I' 1CF; OF ROOF 1-�' HTS TN ..1"I' v. . AV;_i�GE PARAPt:i HEIGHT) .w . . . . . . g GROUND SNOW LOAD IN PSF - , ♦.. 3 FOR LIVE LOAD CONDITIONS GREATER THAI Ps �I, S i.. 2 E PARAPET HEIGHT SNOW BUI?_,.- IS ZERO : 3. AVERAGE UP , 4. FOR LIVE LOAD CONDITIONS OF 20 PSF (C �E I) SNOW ,• ,. BUILD-UP LOAD IS NOT APPLICABLE. + 40 M �rt C v �. C • v ..,, • V y /:'.. 40, Lp 7 Kmr il I r lv b' y . k _.._..__ __.-_........_. 7m; - 1 - - <� , }Y # Q 1 d " , C N r„ 11 • C? i,. T.aT£ ENS IDE nF 2?x8 OONTINUI�US NAILER � . w, . COLD C? Ta 1.- 11 30 O u _ � e — )ZOR CONDUIT & GALV. SHEET ,. - r a 24 GA.METAL FLASH REFRI G., LINES METAL HOOD O fi ING CORNER � SEE K SHEETS ' CUT TO .FIT o - . INTERIOR Z PLYWOOD AROUND CONDUIT . ti _ INFS A.P.A C D 32/10 & REFRIG. L - LINES r.. , _ W/EXI�IOR GLUE) � INTERIOR PLYt�OOD(A.P.A. C D FASTEN HOOD Z N F_- DOWN W SHT. 32 16 �1 EXI'EIZIOR GLUE / Q 11) / / ) _ SILI DONE SEAL - i► , METAL SCREWS TRUSS _ _ op T 3 11 APPLIED TO PRE- I- 4 CANT ,_ _ ("IYP. )'� PARED METAL AROUND LINES BUILT-UP ROOFING 1, o Q Q 4 CANT .STRIP. Q p Z s� - - N o d.. 2x 10 s � , o o Q � r 1 o � � CO FLASHING J /, -- -BUILT-UP y y / ROOFING 0 0 Y r -i J 'Q Q SEALANT � 3 a► ZZop w r < • 0O • Y O c f Q Q d = , 220' w e k• I ., of .� 1 s PLAN WOOD CANT o 0 6 BATT INSUL. 411 � SECTION ELEVATION - BOT'iOrl OF CHORD --T ---, - � DETAIL T 'ter 11 " c. 1_ iI ELEV. 9 , � 1/2 SCALE, l l/2 l 0 1_t ' / 2x8 TOP PLATE 2xb FASCIA � i 2x 1 0 PI ATE --_" -- SUSPENDED ACUSTICAL 1x3 FURRING 24 O.C. , 1 _ 11 • Ch.ILING <i 8 9 A.F.F. I VINYL�tOC]{ SUSPENDED , 1, -. _ BOTTOM CHORD CEILING 3 8 -f, : � C RD OF TRUSS A F.F i a � i - ,-� 16 GA. GAI V. SIMPSON MODEL , _-- .. . __ _- STC STEEL CONNECTOR W READY METAL SPECIAL � �� / FOR USTMENT - SERVICE WI NDO[J _ _ _ SLOT �AAT 1 u, DI _ c , L � 2x4 STUD WALL - I - - + _ SUSPENDED CEILING c �c o . �1 E 1 2 (�IATFJ{ DET AIL L 3 - CAULK & SEAL -- CLI'2A`II C TILE • SCALE: l 1/2" = 1'-0" 3 2 _ r O r c 2x4 STI.ID AkLL CONR.OL JOINT 1112 c M = 3 .1 _ ITI(ATION i + � o W FO�L BAC'KED� V I 1 / APOR BARRIE.4 �. DURO-WAIL REINFORCING ., EVERY 2 BLOCK COURSES I. l , _ ,, i1 - -. i �; r 11 4 FACE BRICK , s -4 cv _ : TOP OF.SLAP I 'WEEP t IOLES 4 0 0.C. I I 11_ CD . .: •,. .. . ..., .• � ,, 6 CONC. BLOCK (FILL CELLS ELEV. 0 0 v. �. .' W/ ZONOLITE INSULATION TYP.) a a j► ' .� - .__ '" -. •_- _ • . 1x3 FURRING ' • J - A _ - 1 r _ a _ 2 DRYWALL , / 4 1/4 FINISH MARLITE PANELING f 5 CONC. SLAB so 5 COX. SLAB I•T/6"x 6" VAPOR HARRIER — TAIL 4 E � � DE 10xj 10 E.W.W.M. � '� 11 �. � ' l 1 2 ST'YRO ! _ SCALE: 1 1 2" = 1_ A3 / FOA 1 � / 1 0 LL. 1 Ix 18" ODNC. CURB -� ! V INSULATION � 1 1 6 w 10 1/4 �/r . • � w #4 oorrr. — -/ I a a � 6 ooMPACI'ED s.A.'VD ,,;Tloll DURO-WALL REINFORCING ! FWTI NG DEPTH:- AS RED BY rnDE ,. � — EVERY 2 -REQUIRED OR , ♦ i BLOCK COURSES BACK-UP - SUPPORT & TILE LAYOUT FOR TO ACHIEVE PROPER SOIL BRG. • �` a . < ° 11 4 FACE BRICK t KITH STORAGE AREAS KITCHEN & ST R GE 6" CONC. BLOCK FILE ELLS CONCRETE CK ( C RAW CO C 4 g ZONOLITE INSULATION TYP. SECTION 2 , ► NOTES: , � 2 I . � 1 1 „ 1/4 CERAMIC TILE APPLIED SCALE: 3/4 =1 -0 I ABRASIVE QUARRY TILE IN THIS AREA: All DIRECTLY TO INSIDE FACE OF 0 PLI; . _ I BLOCK WHERE APPLICABLE �I - N SINK BY PUN DETAIL CONTRACTOR MOUNTED,WITH 2x8 HORIZONTAL BACKING KITCHEN HAND , is NOTCHED,:-INTO` STUDS TO FIT FLUSH W/ FACE OF STUDS 32 A.F.F. TO OF' 2x8 D T E AIL 6 IS W/0 ,1 I L DETAIL 6 3 4 x + 1 4 x 60 HIGH STAINLESS STEEL CORNER GUARDS BY G.C. SEE 13 A7 CERAMIC TILE FINISH � 4 1/ / / SCALE. 1 1/2 1 0 A3 3 1 „ 1t -+ --- - -- BULL NOSE 2 _x 1 8 x 60 HIGN STAINLESS STEEL CHANNEL BY G.C. SEE 14 A7 ® 4 1/ 5 / / a 6 TILE 9 1 2. 5 0 2 - /� -�----� 4 2x6 s NOTCHED INTO STUDS TO FIT FLUSH W/ FACE OF STUDS 1 6 -0 -' 5 1 5 -4 1 4 -� 1 3 9 A.F.F. TO OF 2x6 _ _ I 8 6 INSIDE 4 � , _ DE 1 0 4 �' •,.. v� -- 2 2x6 s NOTCHED INTO STUDS TO FIT.FLUSH W/ FACE OF -STUDS ;(1) @ 8 6 & t l _ _ 2- - z - ,_.- /4 FINISH MARLITE PANELING (1) @ 8 0 A:FF. TO CL OF x6 9 H i � � � OR CERAMIC TILE) .SEE NOTE nt 1 w All _ BELOW 7 2 2x6 s.NOTCHED .INTO STUDS TO FIT FLUSH W/ FACE OF STUDS (1),;@ 2 3 & C 1 5 -3 A.F.F. TO OF 2x6 . Q � � @ G M 1 2 DRYWALL EACH SIDE ._ «, - w C _. ( 5 8 2 2x6 as INTO STUD TO `F'I I' FLUSH W r • t-+ 2x4 STUD WALL SEE NOTE BELOW / N . ( ) 8 - C « FACE OF STUDS 3 4 A.F.r . TO' OF Zx6 .. N « 1 - _ 1 o Z --- -- - a- NOTE.TYPTCAL 4 3 4 THICK MALL HAS _ e - � L � � _ I / c FURRING TRIPS DRYWALL ARE USED ON TF FUR�� NG S & � .. � � 1 4 �NISH ON ONLY ONE SIDE. o � � I _ CK WALL IN THE KITCHEN w T, THE CONC. BLO V - <cv _ � w 1,HI�_,1. WALLS CONSIST OF 2x6 l i BACK-UP SUPPORTS ARE REQUIRED AT THE C 9 .. o > Q C —1 T M f = , STUDS W FINISH EACH SIDE, ; . 11 " cv / FRYERS w o - 1 10 r o F 6 QUARRY TILE ( w u-, `r , I 7 .. c t� D E AIL --C_, • .� 7 DETAIL 3 HAS 1 4 FINISH , w o N -I I W' O o _ 1 11 _ C� I OL.CO METAL 1QC�i� CAI ( O // C _ cv ON ONLi ONE SIDE OF WALL O � �. SCALE: l 1/2 -1 -0 A3 A3 .. - O 1� s c 9 4 .w V 1/4 CERAMIC TILE ?tFADY METAL SPECL4L, SERVICE - w - N ,.; l 2 DRYWALL a.-.. 1 1 M 4 FACE BRICK _ BULL 10 4_ � COOLER /. 1 2 NOSE CELOTEX ,� _ TILE I . TIE EVERY 6 BRICK COURSES ... BR CK , — RA W CON _- - ISPACE 58 AR1- _ I I I 1 1 1 i t :... -<.. 14 2 0 214 ... _ . 2 1 11 1 2 2 4 // / 2x4 S , s .-.- T'UD WALL W 3 l 2 FOIL - T N �r 2 ` BACKED INSULATION BETWEEN STUDS , PLAN 1 11 1 . 8 _ l .-0 S 1 1 1 8 6 B M.O. l 8 SCALE: FLOOR PLAN , 9 .h 1 :.. _ 1 1 " x 0 �.r a M^ x S A CATE. 4 11 1 _3 0 _ SCALE: l 1 0 N / F w . ----------- —----- --------------- - --------- IIA I-oil 1. EXHAUST AIR DWMRK -UP TO UNDERSIDE OF CURB 6 c 0 HED AND INSTALLED BY K.E.S. FURNIS 1 31-2 3/411" 2'-9 1/4,, It 2. CEILING TILES IN AREAS WHERE THE KITCHE1� EQU cc PENETRATES THE CEILING SHOULD BE Il= OUT UNTIL AF= 2x10 LEVELING CURB THE INSTALLATION OF THE EQUIPMENT. 2811 RIPPED 2x TO PROVIDE ROOF SLOPE (FOUGH OPENING) 2x RIPPED TO FIT z N EXHAUST FAN (SEE 12 3/4",L2 3/4" 2 'o , -;.. T11:T ENT r5 H.V.A.C. EQL SCHEDULE) F1 7 1/2 -112�, TRUSSES C/) t 2x6 FRAM- 0 < 0 ING 0- N Z cc o PLYWOOD ROOF 3'GRILL FAN 0 CL DECK FAN BASE PROVIDED m CIO U) BY FAN MER,- & RIPPED 2x's TO INSTALLED BY G.C. 2-x4 NAILER 0 E Lo PROVIDE ROOF -j -j SEE NOTE 0 SLOPE 6GRILL < < cc 1: -j Z Z 0 00 a c E E co Z I GALVIN= CEILENG PLATE BY K.E.S. 2 0 2x4 NAILERS 28't ?-MD r, 2�- mc (ROUGH OPENT NG) X-1 2 LAYERS 5 3 LAY-IN SUSPE2,,TDED VINYLROCK CEILING DRYqALL (TYP. 51 1/4" 8' -9'' A.F.F. E4 12 3 41, 12 3/4''� TOP CHORD OF SECTION 17 1 2'' RJOF TRUSS -0'' �Al2� SCALE: 3/4'' 1' 2x4 & 2x2 NAILERS 3 VAT FRYER FAN 6' r-oll 2x6 BL�XY ING 2xI0 LEVELING CURB 3 VAT FRYER FAN BEn4EEN �IAIN 2 '-2_ '3,/4/ 11 3'-9 TRUSSES — 2x RIPPED F'�A' MTX, 111, 0 BLACK I RON DUCT ROOF PLAN NOTES: 28'' SCALE: 3/32" 1'-0" 1. FOR EXACT LOCATION OF EXHAUST FANS SEE TRUSS PLAN (ROUGH-OPENING) IL -- --- SLOPED PLYWOOD ICAL SCHEDULE FOR EXHAUST BETWEEN RA .2. SEE MECHAN 12 �,W' 121 3141"o, 4" WOOD CANT FAN TYPES AND CF,q REQUIREMENTS RIPPED 2x TO PROVIDE ROOF SLOPE 3 V 211. PLYWOOD CRICKET T -F BE USED @ -ALL HVAC 2x4 i,��ILER 3. CRICKEIS 111US' 17 112'' 17 Ij 2x6 BLOCKING BETWEEN TRUSSES t JN1ITS, FANS, AND CO�TRESSCIR RAILS,; LAY-IN SUSPENDED BY G.C.. GALVINIZED 2x6 FRAMING 29" 0.C. 72 j (OELR OPENING) CELLI�X', PLATE VINYLROCK CEILING -I Ff 40- 0-4 S . I SET BOLTS IN EJ-AS(k1ET`RI('1 CE-ENT BY K.E d 3' -9'' A.F.F. 1011 2x4 NAILER BU= UP ROOFING (SEE SPECS. NTOPRENE PAD Lio v ----6.8 3/ G G FLASHING OVER ROOFING PLYWOO D CRIC1= 17710 2x F?ANIING (3)2x Zt 10, c PLAN SECTION G-G PLYWOOD SLOPED TO OPEN END OF RAILS LAY-IN cUSPLN1*,D VINYLROCK SCALE: 3/811 11-011 SCALE: 3/4" 1'-0" (FTTJ,"4-, 8' -9" A.F.F. —FLY�MD ROOF DECK COMP RAIL CRICKET r5 ra SECTION SECTION rDD SCALE: 3/411 11 -011 SCALE: 3/4" 61 -0'' 2x1,9 LEVELING CIM 3' -4 3/4" 7 1/4! 41 - 2x RIPPED FR%"tIW, OVER COUNTER LIGHTING c 51 -011 v CD It 1x8 TRIM 23" '-ENtj BOARD VALANCE (ROUGH OPEN NG) DRYWALL FINISHED CONTINUE TILE AS PER DECOR TO TO ALIGN W/ 4 1/ CEIRA1,11C 12 3/4 12- 3/4", RIPPED 2x 'M PROVIDE ROOF SLOPE 4" x 4 1/4 EDGE OF D/T EDGE OF D/T TILE (START aASE TILE) EKHAUST FAN (SEE H.V.A.C. EQUIP�mr SCI-EDUIL) 16 112'' -- - 16 112" 1x4 CHAIR PAIL—— Jo BE FASTENED W1 4 #12 2x6 BLOCKING BE74FT-N TRUSSES CED SHEET METAL SCREWS, SPA i 1/4" MARLITE PANEL- 2x6 FRAMING EQUALLY AROUND DUCT (TYP ING AS PER DECOR TO EDGE OF D/T M.O. FAN BASE PROVIDED BY FAN MFR. & INSTALLED BY G.C. 2x4 NAILER t QUARRY TTIE FLOOR QUARRY TILE BASE 3" x 5/16" LAG SCRB4S, ONE LT-- AND BASE OF FRO ON EACH SIDE BY G.C. OU17LINL 'L\T T Lj Al2 COUNTER H.V.A.C, EQUIR= SUPPLIER METAL CURB PROVIDED BY PS INSTALLED BY G.C. 2x10 LEVELING CURB- 27 112'' 27 LAY-IN SUSPE24DED VTNLYLJROCK 2x RIPPED TO PROVIDE 28"— -2811 -- 9 -9" A.F.F. 0 I - -- -(RO—tJ - ROOF SLOPE PENT GH 2x6 BLOCKING BETWEEN ! i� ---1 1 - INTERIOR ELEVATION TRUSSES 12 3L4111 -12---�Iv 1. 12 3 4'' 3/4 ru- � --t 41 SECTION SCALE: 3/8" = 1' -0" I SCALE: 3/411 11-011 \,�12 18 1/2" 1/411 10_ 3/4"'.10 3/4'' 19--1/4'' 116 1/2'-' ' - —t -- - - - --41 2 LAYERS 5/8" DRYWALL 1/4'' MARLITE (TYP METAL CURB Ix4 NAILER SUPPLIED BY 1/2" DIRYtiAlL GRTLL DRYWALL TAPED & 112" PLYWOOD SHELVES HVAC %UIP S STATION -- FLASHING OVER MENT P- SANDED W1 WALL.- W/ Ix3 @ FRONT EDGE ��X4 STUD WALL v-4 LIER BUILT-UP ROOFING PAPER .(SEE ROOM 1x3 SHELF SUPPORTS Li 11 4 STIJ, ON EDGE) c C4 B=4 CHORD OF 9" i" BLACK FINISH SCHEDULE) ALONG 3 WALLS 0 Ln MAIN TRUSS 13" 0 BLACK - BUILT-UP ROOFING -Z IRON DUCT IRON DU(7 a X (SEE SPECS.) 311 ' 00 1/ 1 " k. jjhBOTIU4 OF MAIN TRUSS C) WOOD CANT 0 CL -MVELEV. + 9 -5" A.F.F. mo o 3/4.' RIGID INT`ERIOR PLYWOOD SECTION , F-F 1h CEILING HEIGHT A.P.A. C-D32/16 C, I NSUL.OR VTL c "a SCALE: 1 112" = 1'-0" 'A — A.F.F. BLDCKI,',U W/ EXTERIOR GLUE b. Mem. %JELEV. + 8' -9" 4 BY G.C. LAY-IN SUSPENDED VINYLF40CK a CEILING @ 3'-9" A.F 11211 0 23 112" 23 -'tx4, CHAIR RAI11 COAT ROD 0 NOTES: 1. PLY�JDOD SHELVES & SUPPORTING Lx3's 2xI0 CURB SEE PAINI= 0 u 0 IL o FRAMI1 lot w 56t' 2. HANG ROD & FIANGES- (CLEAR OPENING) C? 1,D -5 �OR EQUAL� FIANGES: �1� 7775 2x RIPPED TO 1 7776-5 OR EQUAL > PROVIDE ROOF 0 SLOPE ROD: 7770-5 (OR EQUAL) BUILDERS BRASS WORKS CORP. TOP CHORD OF A SUBSIDIARY OF THOMAS INDUSTRIES INC. TRUSS T T, 3474 UNION PACIFIC AVE. LOS ANGELES, CALIFORNIA 90023 QUARRY TILE BASE PHONE # (213) 269-8111 1/4" MIAMITE PA1,4ELING INTERIOR ELEVATION SECTION DETAIL ri 7 it-off SCALE: 3/ SCALE: 3" V-9" z I -till' 7 E c:] L.ALM SCALE: 3/4" 1'-0" IV, --------- —� — - - ---- -- - - - ... ----- -- - - - --- — -- - -- - - _. _ ..__ ._ - - -- - -- - 1 _.__.. ----- - .I _ _I _ a . as. t ri. . r 3 r M o M � ~ A s • � • 0 Z rW t% —T r t . V) r in W c J A 4 O 00 cN ' Z a 196 .. A _ ° G O � r «y r 4i r jI I I L l IL I _ I _ i r C r Y A Y � ( _ A LEFT ELEVATION LIGHTING PLAN , I I 1 El _ - SCALE: 1 4 _ l -0 . SCALE. 1 4 1 0 11] it _ AI I - - - — -' 24GA . C-ALV . RAIN rr---�� 0 � 0 �a l—J O Q e ° - 18 ' - 811 2 I _ 21 1 ''IATCtl SHIPJ� E.S .'1A.>� . OF VESTIBI1LF. AND M. 0 REF -- 3 HIGH 1 1 - -- — -- -- — - - -4 y - ---- ' -- - - - 10 4 M.O: _ ti 's PLAN — — —=- —L r- -- - -- -- - -- -_ • 4" 11 1 r I o - -- - ' -- — TE 411 ROWLOCK SILL LIGHT BEAMI BY OTYEERS1 , l T :. ., 1 VESI7BJLE C t •- � i T V T 5 ROOF TRUSS , . � I � o _ FOUNDATION PLAN FRONT EL�VATION SCALE: 1 4" = 1' -0" SCALE: 1 411 - 1' -0" i a -- 2x8 FASCIA BRD. C« ". J 1 11 , 1 11 3 -0 3 -0 , r„. 1U FIT IL � 2x4 PLATE (COS, r .) I : o 1x10 FRIEZE BD. - , 01 -- I - I� Imo( II 11 tl 2 1 2 1 4" FhOAT PLATE / 11 0 LONG - r. S 6 BATT IId- P.A l IO.v TEMPERED GLAS I 1 4 SHLI / �C rrT� C Pa JE7-' ACOU--'I IC CL ILING ., f 1 1 CAULK (TOP & BOTIl7°1) - ;. � b _n n, . , . ,ANODI'J ^L1,47Nu"^ I`+�_LATID FACE BRICK � '_�1ATCH i � PAIv'FL. _ i ►- BUILDING � r l , INSULATED GLASS r UPPER_ & LOu� P,�'��TELS 1 I r M AI ( I 0 I , N I I — v I 1'------ - I DOOR -TYPE ... RIGHT E L t VAT O N SCALE: 3/8 - l -0 SCALE: 1/4 1 -0 - LIGHT FIXTURE S EDULE ;� � MARK TYPE DIFFUSED LAt �P INSTALLATION MANUFACTURER, CATALOG NUMBER, REMARKS t." - RIBBED - a� _I RECESSED INCAN WATTAGE ORDER M. CLG TYPE MOtT[�TrING LOCATION C�'[PCO CAT. ,, 565/75RF r, DESSENT I�.JLTI BAFFLE SUSPENDED `VFS'iIBUL.E w VAPOR BARRIER z._ I RECESSED CEILING c 1-50 W SO ER-30 ACUSTIC DOWrII.IGhT o .<y I 11 N w0 of� �,► - c t ,u HARDWARE SCHEDULE — 6 C�lT,ACTED SAND a o :r F?2AME HIDUE LATCH CAT i ACCESSORIES o . d r, SLOPE SIDEWALKo _ L.EAF � � o rn _ _ GLASS AL14IN[R'I PIVOT PASSAGE �JEA'Il '�Z STZIPto 1/ 4 PER FOOT 3 0 x 7 0 ALLk"�NUM / d a SELIUDSE ; - w o O TILRES OLD r O A SEE o .. U DOC:? TYPE ABOVE PUS�i-PULL ° � C v �; 4 c c O .. � � o 1 1 1 1 1 1 PASSAGE . . � .. , , ALLMINtJI•Z GLASS ALIA�IINUM PIVOT... o d SELFCLOSE _d ( -- - SEE DOOR TYPE ABOVE �:. � - a o '�, --- - + ! -- l _ "a�"• a •. l �_�_ I I PUSH PULL w � O ICI I - —CHEDULE I►�II I �Illl—�I�+ III , LINTEL S 1�CI Il --ail DESCRIPTION ITT � 11� 1 � 1 I 11 i I 11 I � 3 l 2 x 5 �� 1 4 11 0 4 �1 11 lid l4 4 0 2' D 2 3 1/2 x 3 1/ x/ �Q r .Ilt.. ( ) o FOOTING ELEVATION TO BE AS FOQ NG A � .y -- _. t f ' . . t ----• D BY CODE OR AS TO y - REQUIRED ♦ N I i 'f ECT10 _ __ SOIL BEARING ACHIEVE ADEQUATE ;. Q I > _ x 4 t _ « t . SCALE �^ .34 1 0 ♦ r / w,r pp W e , V 1 • :.Y., a . , ..•.. , �•.ri y.w ... i _ _ K n•e w y _L - --- -- TYPICAL SHEET METAL m 771: PLENUMS. FIELD INSTALLED, FIELD CUT STARTING COLLARS, AS REQUIRED. ARM m mmumam"a [T-6 PLENUM DUCTS UP UP TO E-4 TOK-2 ONE mi lu -won IFNI I "Ems NJ low 9L MEN"Fillirm Lmldmmmmmm�_ NIEMEN TO D-2 000119A ONE I WOMEN 71011 ;,MEMO STARTING COLLARS - STACKE 0 MII IN191k IN 11� 7. 1 PANNE NO011ffio"AWN No WALK-IN FREEZER � Eye � �-I■■�■�`ii�i��i1�■1 Li oil■ oMEN H WALL STAT TO D-2:M 150 a �I��f�■�0■��7�1 ENERGY INTERLOCK ►o �1(��I I■ `,I°J ��1��,�,{�:..�[�:►�■�N N.�,[�11�N1■■Ili■1 �11�111 CONTROLI�J��■�[��%�I�liii�■■■R I■�II0RIm� 11�1 �L J -mwlw ERNE I NJ �� ■1�� 7�.�■■p a■I�JI�AI��.�� IIIIDUCTS UP DIFFUSER & GRILLE SCHEDULE SYMBOL BOOT NECK STYLE BOOT TYPE BOOT ROUGHING IN DIMENSIONS DRYWALL OPENING A 19"X 19" ADA- 3/tb ACT T 1 - S6 193/8"X 193/8., 193/8 'X193/8' B ❑ 19"XI91 ADA - RA-3 T 1 -S6 19 'g�X 193/g� 193/g'X193/gI • C 15"XIS" ADA-4 TI-S5 153'g"X153/g' 7 1811X18" D ® 15"X15" ADA-3 "T I -SS /" 3/" 15 38 X1S 8 „ 18 X18 E ® 9"X9" ADA-2C TI-SS 93/81,X 93/8": 12"X 12" F 12"X 12" 123/B'� X 123/8" 15" X 15" G H 8"X8„ A70D T1-S6 83i8�X83/s� - 833"X83a A647 Q 18s/;X8'a ADA- SLA-1 Si-S6 19"X83/01, 19"X83/i", K 15"X15" ADA-2 TI-SS 153/a" X 153/e" 18"X18" M 12"X 12" 123/8-X 123%3 15" X 15" L 15"X15" ADA-31 S TI-SS 153/8"X 153/8" 18"X18" MECHANICAL SYMBOLS 01 A/C UNIT NQ E 1 EXHAUST FAN N4 ® DIFFUSER t GRILLE TAG INDICATED CFM ®E EXHAUST FAN ' N2 JNDICATED CFM PLENUM W/STARTING'COLLAR' SUPPLY AIR) OT WALL MOUNTED THERMOSTAT WITH COLOR CODED CONTROL CABLE PLENUM W/STARTING COLLAR - RETURN AIR 12� ROUND DUCT SIZE BLACK IRON EXHAUST DUCT BY K.E.S. SHEET METAL �T` FOR FLEX DUCT ® CURB No. BI Vlk12 12 1 12 12 A D 00 i I 12 12 00 350 , WALK-IN COOLER Q 00 GENERAL NOTES • i A I I 500 E-66 E-66 WALL STAT TO 071 1. THE HVAC PACKAGE INCLUDES THE FOLLOWING: 1200 1200 S'- 8" A F F o. 4-AIR CONDITIONING UNITS ,WITH 18 GAUGE STEEL CURBS' b. S-EXHAUST FAN STEEL CURBS c.` 2-ADA ENERGY INTERLOCK E LOCK CONTROL PANELS WITH LOW VOLTAGE 'COLOR CODED CONTROL A I . .WIRE w � n , ,0 15 5 d. 4-WALL MOUNTED THERMOSTAT WITH COLOR CODED CONTROL WIRE e. AIR CONDITIONINGDUCTWORK 12 f. ALL ACCESSORIES AS NOTED JI 9, DIFFUSERS i GRILLES AS SHOWN 'JUTTLE i BAILEY D 4 I 50 1 2. THE GENERAL CONTRACTOR 15 TO PROVIDE THE FOLLOWING: A I o., ROOF OPENINGS AS INDICATED 2, 1 ► RP b. SET, LEVEL i SECURE A/C STEEL CURBS 320 � 1 c. INSTALL ALL STEEL CURBS FOR EXHAUST TANS HVA C FLOOR PLAN d. DOOR GRIMES � _ SCALE. 1 /4_ 1 -0 e FRAME -IN DIFFUSER BOOTS � 3. E TRICAL El C CONTRACTOR SHAH INSTALL ADA ENERGY INTERLOCK CONTROL PANELS. �) lom lik 8 M INSTALL ALL LOW VOLTAGE WIRING, AND FURNISH & INSTALL ALL LINE VOLTAGE ® 0 WIRING, INCLUDING FINAL CONNECTIONS. 12 wo 1 3 5 4. PLUMBING CONTRACTOR :SHAH .FURNISH 8 INSTALL All GAS .PIPING, .INCLUDING FINAL CONNECTIONS. GAS PIPING SHALL BE SCHEDULE 40 BLACK 'STEEL PIPE A 12 12 BANDED MALLEABLE IRON FITTINGS. D S. DO NOT PRESSURE CHECK 'GAS LINES WHEN HOOKED UP TO UNITS 50 E ( XCESSIVE-'PRESbURE ".Will >DAMAGE GAS NAIVES) PART NUMBERS DENOTED ON MECHANICAL PLANS ARE ADA NUMBERS. AIR � CO NDITIONING O ZONING EQUIPMENT 8 PARTS MAY BE PURCHASED FROM: T AIR DISTRIBUTION ASSOC. INC. • _ -, 955 1 10 � S LIVELY BLVD. W/ VESTIBULE WOOD DALE ILLINOIS 60191 J SCALE:= - PHONE:312 860 6800 1 /4 1 0 � / C7 r >:I o N Z. •� w N Z o 04 a: �-- \ d I � a m G c Z a � o W �c w CV co 0 0 0 ® m o ICF 0 0 U • c 0 c 0 y 3 C O s E� cl cIII !2` 1, IL _f E� �_c f v C N t �If 3 _O N C w w CA" w C. O o a 0. CO� r� U.o c .0` .. » t v C Ow » 3 _M w b.`- o w v -go 10 O c .. V w o o v w C O t C �> w a 0 .® FDC CORP. 100 11 80 749960 1 NOTE THE INSTALLING HVAC CONTRACTOR IS RESPONDSIBLE .FOR RIGGING AND INSTALLAT ION OF OUTSIDE AIR INTAKES AND/OR ECONOMIZER SECTIONS FLUE CAPS, AND COMBUTION AIR INTAKES FOR ROOFTOP UNITS. CONDENSER AIR INTAKE CO T E GAS ENTRY (TYP. 10 TON UNITS 0 00 in } INSIDE CURB ------- J I F O.A.I. - ELEC. �I / 850 CFM O I I M-70 I _ i\ 2050 CFM O.A.I. —� OPENINGS K 2 / I I CURB 1 / I I I 1 10 1 5 TON TRANS A/C UNIT 3 (_ WLCURB 3„X 29 Z293/8" /8 10 TON TRANS A/C UNIT ROOF OPENING (TYP.) Wl M-353 CURB 2 7WX4 3" ..ROOF OPENING TYP. c ) C f T T 1 C r � - STANDARD. K 1 UNIT W/ECONOMIZER HOODAS ECONOMIZER IS .OPTIONAL FOR , ALL OTHER UNITS. � w E-1 CONDENSER AIR INTAKE A M-72A ELEC. CURB 5-720 A S-721 B I - OPENINGS PLENUM 5-720 B PLENUM PLENUM o O 2050 CFM O.A.I. l I I DISC. E-1 r - - - - - 850 CFM O.A.I. l I i I SWITCH -7 M ZA I D-1 I/ I 1 / I/1 CURB J \ L DISC. I / / I i I \II S W I T C HFj ---___ a A I I i AIR BALANCE SCHEDULE UNIT 0 A R A S A E A PRESS - K -1 2050 19 50 4000 + 2050 K 2 850 1150 2000 850 D- 1 85 0 11 5 0 2000 + 850 D- 2 2050 2 0 5 0 4000 + 2050 E-1 1800 -1800 E-IA 900 7900 E- 68 1200 - 1200 - E-611 1200 -1200 E - 4 350 - 550 TOTAL 5800 6200 12000 5650 + 150 EQUIPMENT.SCHEDULE ADA/TRANS ROOFTOP HEATING' AND COOLING UNITS K-1 D-2 COOLING: 118,000 BTU. HEATING: 300,000 BTU INPUT -GAS CFM CAPACITY: SEE AIR BALANCE SCHEDULE_ 0 - 6 CYCLE. FLA- .. 208V COOLIN ONLY 2 8 2 3 0 3 0 YC 59 9� G Y WEIGHT : 1775 LBS. CURB: 300 LBS. ADA ROOFTOP HE BANE R O HEATING AND COOLING UNIT T COOLING:60 000 BTU. HEATING: 150,000 BTU INPUT -GAS K-2 D 1 CAPACITY: 2000 CFM ` .5 ESP 208-230 3 60 CYCLE. @ �I FLA-29.3@ 208V.000LING ONLY WEIGHT: 950LBS. CURB:150 LBS. E -1 6 GRILLE FAN 1800 CFM 3 ILG • MCD-165 W/RAINHOOD /4 H.P., # G1981 (GAS) PENN: MCD-1807 W RAINHOOD, 3/ H.P..('GAS) 4 ILG: MCD-165 W/RAINHOOD. 3/4 H.P.:OE1981(ELECTRIC) - PENN: MCD-1805 W/RAINHOOD 3/4 H.P. (ELECTRIC) 3 GRILLE FAN 900 CFM ILG: MCD-165 W/RAINHOOD.3/ H.P..�"G1980(GAS) E-lA PENN: MCD-1806 W/RAINHOOD, 3/4 H.P.(GAS) ILG: MCD-165:W/RAINHOOD, 3/4 H.P. �E1980(ELECTRIC) PENN:MCD-1804 W/RAINHOOD.3%H.P.(ELECTRIC) TOILET EXHAUST FAN, 'SSO CFM@l/q S.P., %O HP. E-4 115i1 i60 CYCLE.' COMPLETE WITH DISCONNECT SWITCH AND BIRDSCREEN,ILG CRF-100(PENN DOMEX) 3- BATTERY FRYER FAN, 1200 C F M E-66 ILG:MCD-165.3/4 H.P.,OG1983(GAS) PENN: MCD-6807. 3/4 H.P. (GAS) 3-BATTERY FRYER FAN, 1200 CFM E 6 ILG:MCD-135,1/2 H.P.,-OE1985(ELECTRIC) PENN: MCD-6805, 1�2 H.P.,(ELECTRIC) RP 24 x 24x'I DEEP RECESSED RADIANT CEILING PANEL 1 375 WATTS, )I$ ADA MODEL-H375, WITH MOUNTING FRAME 5 TON TRANS /C UNIT S-721 A W - M 35Z CURB � � GAS ENTRY (TYP.) PLENUM N M r 5 TON UNITS 00 O INSIDE CURB E-6 _ E-6 10 TON TRANS A UNIT , OR E 6 OR E 6 C g B M- 353 / _ _ W CURB AND 7 0 M 2A M 72A ECONOMIZER HOOD CURB CURB pp , `ONA185. 11 X ,22 �1 HI `. 11 10 FLEX DUCT BOOT WITH 10 U ll CO AR : I I I NOTE: PLUMBING VENTS MUST BE A MINIMUM OF 10'-0" FROM �uNcnoN AI INTAKES. ` HVAC OUTSIDE R INT S. sox POWER $OURC E REFER TO DWG. P 4 FOR GAS PIPING. 0 S CLIP - r� ,. SWITCH '� t -OPENING IN MASONRY WAIL BY GEN. CONTR. 12" X 1211 BOTTOM .OF OPENING 10' ABOVE FINISHED FLOOR. N N c o N � � o � c o Z _ Lu .. Z N a, m Q Lr, V F-- 0 Y -o O I V o u w 1{ 1 U) m 0 ; 8' A m O p c Z d ; +,• A w L' a 0- p p � VJ Lu LL.I W 00 0 ,S U ® cc 0 o. u Go m l�> IN c 0 c a 0 U » c 0 0 0 a Y E 0 v 0 » o a O/ c 8 Oc 3 ;o t » c 01 w 0 V 06 E ,c o i w E c» c� O 4 C H OlV »c �o e w o C 10 �a mu 0 `c. 0 L« r � V C N .. o Ln 3 c +, :• c ;0 V.... N M.. C=.:...« — r o 6.a � f� o b. „M w •• C M _ 6+ r. C w - w C 0m-O_o • V w 0 p � o 4A p v c 3 � 0 w m IL C p g 19 c t w u O j W 0 C. — - -_ -- ----- Flt:>c comp 100 "_so 7490" OK -GAS PIPING ALSO FOR 5- TON UNIT LOW VOLTAGE ENTRY HIGH VOLTAGE ENTRY A/C UNIT GAS ENTRY- 10 TON ONLY RUBBER GASKET 12~HIGH METAL A/C UNIT CURB NOTES I)CONTRACTOR TO INSTALL PLENUMS BEFORE A/C UNIT 15 PUT IN PLACE CHECK RUBBER CURB O.D. • 10 33 1/2 X 331 31/2" 11. E ZA. 166, E 6 WOOD c 0 NAILER 17 X2 X 17 Y2 (4' Ck 1 v 0 a z ROOF � I I t),, Z 0 N a. LU w z ROOF OPENING O.D. 0 < FILL ER AND w x 26 1 — 1. 1 —?—A, I - 68, E 6 CANT -STRIP Q cajet F_ 13*'X 13" 14 BY G a. 0 C cr < Z 0 _j qq. ROOF CURB DETAIL FOR El, EZA, EMANDE4 0 a. J (DO 0 0 o _j _j 0 < < z z cr m 0 0 it IN a w < c L01 v Z NOTE : A FITTINGSo PIPE AND < 2 0 GASKETS TO INSURE SUPPLY VALVE TO 69 Srvvr'w'ww RETURN PLENUM IN NECES VWROOFTOP AIR TIGHT FIT UNIT FOR ASSEMBLY w PLENUM 2)STARTING COLLARS UNION 'IN FIELD BY PLUBG- ELECTRICAL TO BE FIELD CUT CONTR. EN TRY INTO PLENUMS GO Lij AFTER INSTALLATION COCK Fm 10 TON 11 8 L I VE LING F RAM[ A ui 5 TON 7%"- BY G1 N CON TO (0 RUBBER GASKET CV 18 H 00 FLEX DUCT DINT LEG CURB INSTALLATION 10 TON UNIT N 7 S 5 TON UNIT ra-"\ T-BAR INSTALLATION HANGER STRIPS (4 REOD.) ALL GAS PIPING TO 18"HIGH 5 TON TYPICAL SHOWN FURNISHED BY PLBG- P__ALL NPING BEYOND BOOT DRAW BAND THIS POINT By PLUBG- CON TO. CONTR GAS PIPING DETAIL c CEILING DIFFUSER )Uf.R CORNERS OF BOOT. I ATTACH HANGER STRIPS IN FQ TOP CRATING R06F CURB 2. LAY -IN DIFFqSER BOOT INTO T-BAR CEILING WITH BOTTOM EDGE OF USED As COND AIR CANT OF BOOT 5/8 ABOVE FINISHED CEILING. FLEX .DUCT IN SPREADER DISCHARGE 3 SECURE HANGER STRIPS fO TRUSS MEMBERS. R TO BOOT. 4. INSTALL DIFFUSE SECTION N.T. S. DRAW BAND iD 4, DETAL j u PLENUM- INSTALLATION N. T. S. BOOT E • LIFTING LUGS INSTALLED BY HVAC• T�v_l MR (2 PER SIDE) CONTR. CEILING FLUE CAP DIFFUSER 2 O. A HOOD OISCONN SUPPLY COND. All SWITCH OPNG V INTAKE NOTE RETURN -T-SAF;rCEILING OR DRY**A-L O P N G • WHEN ROUGHING IN DIFFUSER BOOT ON WOOD O 0 A PLACE BOTTOM EDGE OF BOOT I"ABOVE BOTTOM OF FINISHED CEILING s NAILER c o 10 TON— INTAKE TO HEIGHT. TYPICAL INSTALLff ION OF BOOT SPALAR AC UNIT CANT STRIP A/C UNIT II (3SIDES) SECTON 3p CANT STRIP 2 1/4` (1 SIDE).o INSERT AND SEAL BY G.C. X 40 0 12 HIGH 3/4' N. T. I SUPPLY — RETURN METAL CURB DRAIN, CONN. WOOD NAILER v. PLENUMS BEFORE I ROOF C= SETTING UNIT IN 12" 1 1 12'' TL 0 0 PLACE. L SECTION 12 A/C UNIT C U R B N.T.S. 5 TON HOISTING DETAIL MANFO ry BYADA N T 5 IT ao rt FILLER AND 14 PLYWOOD CANT Lu L4--rw u STRIP BY G C IF DOUBLE C L_ G. TRUSSES SHEET METAL PLENUMS FIELD INSTALL FROM TOP BEFORE. friirt UNIT IS SET. S.MSCREW INTO SIDES OF COLLAR. A' WOOD LEVELING 2 SECTION CURB BY G C \\M 2 N. T. S M 4 SPREADER COND AIR TYPICAL ROOF CURB DETAIL , BAR (2) DISCH N L4 COND. AIR 0. A. INTAKE INTAKE HOOD FIELD MOUNTED BY INSTALLING HVAC CONTR. LIFTINGOLUGS (2 PER SIDE) .10 TON HOISTING DETAIL N.T.S. Ya 1 2 2" Irk 81.1 ill 3 31/4" N.T.S. II I------ ------ -- - --------- I- N.T.S. II I------ ------ -- - --------- I- II I------ ------ -- - --------- I- ? Fl FrTPIrAl SYMRnl I Fr2FND 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ELECTRIC SERVICE TO 9. CONDUIT TO HAVE A 4 OF 4 BENDS TO PREVENT AUDIO CABLE[�4 BUZZER BELL ti BREAKER PANEL MXN= ON EQUIR-afr. CIRCU DAMAGE DURING PULLING. E.C. TO PIGTAIL #12 PULL WIRE AT' INSTALLER TO PULL JUNCTION BOX SDIME POLE TOGGLE SWITCH 2 PROVIDE 3/4" EMPTY CONDUIT FOR TELEPHONE SERVICE. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO CONTACT EACH END FOR AUDIO CABLE. 10. SWITCH AND FACE PLATE FURNISHED AND INSTALLED BY POINT -OF -SALE E:VN Jb-,UTION BOX STUB TILE LOCAL TELEPHONE COMPANY REPRESENTATIVE AND INCORPORATE SYSTEM S-LJPPLIER. 0.) A FUTURE STUB ALL REQUTREM= FOR A CaMT I=, SYSTEM DUFF CONVENIE24CE OUTLET (D. C. 3. REFER TO KITCHEN DRAWINGS FOR MCUNTING HEIGHTS OF ALL KITCHEN OPEN DUPLEX CUTLET BOX DISODIZ= SWITCH ELECTRICAL OUTLETS AND STUB -UPS . FOUR PRONG RECEPTACLE 208/-V TELEPHONE lWVYBOX 4. COITIROWPOWER. OUTLET BOXES FURNISHED BY McDONALD's. POWER & CONTROL CORDS FURNISHED WITH KITCHEN APFLLAiNCE. ELECTRICAL CAL naST-LOCK RECEPTACLE O EQUIPMENT ITEM NUMBER CONTRACTOR TO INSTALL OONTROL/POWER OLJTLET BOXES AND CONNECT CORD SET TO APPLIANCE. JUNCTION BOY WITH (2) DUPLEX COtMT RUN E.aCONVENIENCE OU= 5. THE Ll.ECTRICAL CONTRACTOR IS RESPONSIBLE FOR HANGING THE MENU BOARD LIGHT BOXES ON THE VALANCE 14AU AND M%KING, THE FINAL E.C. DENOTES ELECTRICAL CONTRACTOR CONDUIT HaMMM: LONG HASIMRK DENOTES ELECTRICAL CONNECTIONS TO THE FLUORESCENT LIGHT FIXTURES INSIDE. CONDUCTOR; SHORT IMRMARK -111E KITCHEN EQUIPT= INSTALLER IS RESPONSIBLE FOR INSTALLING W.P. DENOTES WEATHERPROOF EQUIPMENT DENOTES "HOT" OONDUCTIDR; X DENOTES -, ,HE -jENU BOARD FRAMES AND FACES ON THE LIGHT BOXES tGROLJI�Dl 1 WIRE 6. CONDUIT RUNS MAY BE CClABINED EXCEPT WHERE ISOLATED GROUNDS kRE, USED. K.E.S. DEN= KITCHEN EQUjplRu SUPPLIER 7. INSIDE OF d)NDUIT TIO BE FREE OF BURRS. 8. `IT TO BE 6" RADIUS ('Mff N.) ALL BENDS IN CONDU 7 Z 7, _z— 12YI0,1, r 0 co 7 f9 z IN Z ci 0 un I 0 cc A a cn -6 wY C) < C) 136- Z N W, CC < — i 1 Jec 0 0 0. _j 0_j00 _j o < < C Lo cr z CD 00o 3z np cf) a ca 0 0 c it 6 z 220 A FRlHF= ALARM TRANSFT)R� FURNISHED BY K.E.S. IN- STALLED BY E.C. ON 120V To LP:23 TO LP 23 J-BOX ABOVE CLG. @ 12" A.F.F. -A.F.F. @ 12" )7 TO AP- 1: 16 TO AP- 1.18 TO AP-2:17 - TO AP-1:19 ? SEE NOTE #5 �.A TO AP-1:8 (2) EMPTY 2x4 OUTLET SEE NOTE #2 BOXES W1 COIZECTING CONDUIT & TUJTHOW /—FRf= ALARM 'FIRNISHED ODVa PLATES. TO PP: 4 1-1/4" cad ( g TO ALARM THERMDST BY K.E.S. INSTALLED BY IN FREEZER AT E. 4 (ON WALL BELOW CLG. COND. 3 #3 SEE N= #1 PANEL �VDEL "51" D.C.O. WITH ISOLATED r. PANEL MODEL 1 tLv 1 GROUND FOR OPTIONAL VIEDO �7 BELL WIRE FURNISHED �iw BY K.E.S. I BY E.C. (ABOVE CLOG .) 3/4" OOND. TO ENERGY OOwTIROL1PCk4ER INTERLOCK CONTROL PANEL 0' 2-1/2" PVC COND. A- BOX ',',UDEL # GGI-�574 t MODEL "L". RED CABLE TO AP-2:17 SEE NOTE #4 & DETAIL BELOW SLAB RNUHED F 41, ER, TO AP-1:14 BY E.C. la 3/4" E= CONDUIT TO AP Z �CMLP. 3 3 _'2 CAPPED FOR FOR OPTIONAL IllUl Y,,'70 COND TO OUTDOOR 'm AP- 1: 20, 22, (2 9, 3 1) =LJRE USE �ENU BD. LIGHTS (33,35) 1" C. 4 #10 & 3#1 1/2" OOND. IN SLAB BELL MTD, @ Lj 8'-3" A,F.F. SEE NOTE #1 D2- TO AP-1: (13 15) 17 Ftr TO BUZZER @ 3/4" COND. TO BELL REAR DOOR w. CD TO PP-3 2" COND .'4-#1/0 SPEAKER FURNISHED AM INSTALLED BY CC1,1MUNICATIONS TO AP-1-1 1/2" R. ICOND. 3'#12 SYSTEM INSTALLER WEATHERPROOF GENERAL SERVICE 0ON`ML/PCWER OONTRDL POWER OUTLET MAIN SWITCH WITH C/T MODEL BOX MODEL # ID8-46ALV TO AP-1:21 IFIF-172 EP� PJRNISHED ,j, COMPARTMENT SUPPLIED BYlcDONALD's V, R MCDONALD s IN INFEALLED BY E. C. 19 STALLED BY E.C. SEE A2 SEE STALLED I I 1/ 2" COND TO ENERGY INTERLOCK 1/ 211 COND. TO ENERGY i-Box w/ 1'2" cDND. CONTROL PANEL MODEL 'I". YELLOW INTERLOCK CONTROL PANEL 2 #12 TO ROOF MTD . �uDEL 1111. YELLOW CABLE CCtTRESSOR. R=- CABLE FURNISHED BY HVAC SUPPLIER INSTALLED BY E.C. FLRNI I TICAL FURNISHED BY SIR INsTAT ff T.Y SUPPLIER 1/2" COND. 3#12ri K.E.S. INSTALLED BY 1/2" EMPTY COND. RUN ABOVE CLG.. 11PP'l PANEL 'T4 E. Ck To AP- 1: 2,4,6 RUBY ABOVE 0,G. - 3/4" CONDUIT TO ROOF MOUNTED COOLER I I COMPRESSOR. VERIFY SIZE AND NUMLBER TO AP- 1: 30 OF WIRES WITH K.E.S.----7 TO AP - 1: (7, 9, 11) EMPTY i-BOX W/ TO AP-1:8 TO AP-2: 1 "AP--!" PANEL 1/ 2 " COND. ID 3/4" COND. 3 #12- 2-1/2" PVC CONUIT BELOW SLAB AP-1 (FUTURE) AP-2 PANEL TO API-2:3 4"x4"x4" PULL BOX FOR PARK/SERVE CONTROL NOTE `10 9 ON ir 1-1/ 2" COND. FRCkf ABOVE CLOG . & D=, OVER TO PULL BOX 1/ 2" COND. 6 IN SLAB Q7 SWITCH FO RADL CEILING ., O O O 51-01' A.F. py 41 CONTROL/POWlT, OUTLET CONTROL POWER OUTLET Cow. ti BOX MODEL J� GFI-8-1 BOX MODEL # GFI-8-1 IN SLAB SEE NOTE #4 & DETAIL( 14 SEE NOTE #4 & DETAIL 14 1/ 2" 00ND. 2 YJ12 A2 1 c 0 is CL Ua 11, 13 TO AP-2:9 i- ABOVE CIL. TO AP, 0 1. rL c 3- 0 C qu 0 U. o TO AP-1:8 CxVX4" PULL BOX c -0 0 MST LOCK- HUBBELl 1: c a 0 0 2310 OR EqJAL /2" b. . IN SLAB 3 a 0 c a 0 w , t . .... . . 8"x10"x4" PULL BOX 1 3/4" COND. (RIGID) KITCHEN AREA POWER PLAN TO OUTSIDE iMK\lU BD. 2" \F IC COND 2-1/ > SEE N= #7, 8, 9, BELOW SLAB SCALE: 11211 1'-0" _D.C.O. W ISOIATED 'GROUND FOR VIM MONITOR IN man%"- JZ1, 8"x10"x4" PULL BOX 4 4v OPEN 2x4 OUTLET BOX 77, W/ WEATHER PRDOF COVER PLATE (CAR ODUNI]ER) � VIA TO AP-2: 10 1/2" COND 2 #12 FOR.READIANT MILrLqG ?XEIS MMSHFD BY WAG SUPPLIER IIVLA12M.& WIRED BY E.C. M 4" - - - --------- - T_ 2 - - ----------- -- -- — ------- 3t. is -< to" to 72 co op in OVERHEAD RV HEAD BE USED UNLESS SITE CONDITIONS WARRANT THE USE OF UNDERGROUND SERVICE TO:'.BUILDING . z TO AP-1:10 C(lfPRESSOR UNIT & PAD (SEE ROOF PLAN, SHEET E5) Lu • ROOF TOP Y. • CD -H.V A C, 'a ROOF r REFFY TOROOF PLAN K5) -R SI, ly I mim 00< CONI"ROL to MR CONWIT & LEF-T)E a D494 PANEL 4DDEL -L". .7 c Zw. " 1J-BOXW1/2COND. 2C.-V=4T. I 1C. 3OONTRDL DDE51TOF MD.12 2 PRIkIARY BY " cn fTANY SEE c CONDENSER. RECEPTICAL 'I L T'J� ('k ---4 1 . 2"C. 4#1/0 Z, FURNISHED BY K.E.S. INSTA D SITE Pl,,V, FOR �,-KAC`T LOCAT A BY E. C. Ap PANEL ��p PANEL PA�ZEL PANEL [RVIEL • MCM's IN EACH) 5 E E NOTE S. I IAP-2 LP (2) 311CONDUITTS W/4#350 pp r. I-- ------ � Q m � N C N O CD N A 0 Z , r O � •• cc N 0 <� �c aO. N z d.' oaf v Ua_ M LO p •c J 2Z a ma 4 OOY o _< Z ty 0 R ,. ° O 0 EL 0 U ar ® m c 0 0 0. m m m J c 0 a 0 a 0 _U m ' c 0 A U O Y 4 m _U m O 3 , m m W m L_ CD C C 3 O L C to m a 0 0 vo m � c= ao E x m � rE _ a m �a mw, c� vie a a� c � m _a m . c m L m -- Lo c rn 0 v ir1 v H 4 O Ln 3 C +" A A co V O O � en �+ a V c ° u a 3 Li p V O 1A `= O m O v r f0 O '^ _ o `,3 i V o u m a A !e+ a _..... - _ _^- PANEL LP I ,. PA NELI 'LP" •;;, 225 AMPS, 208Y/120V 30 4 WIRE - KITCHEN �4 TOILETS 3 5 7 DINII, AREA 9 CUSTOMER SERVICE 11 NIGHT LIGHTS 13 STORAGE & CREW ROOM 15 17 SPARE 19 21 RECEPT. DINING 23 25 FLAG POLE 27 SPARE 29 SECURITY LTS. & DR. ALM. 31 MENU BOARD LIGHTS 33 (OUTDOOR) 35 SPARES 37 39 41 OA- P 30A-2P 20A-1P 20A-1P 20A-1P 20A-1P 20A- 20A-1P 20A-1P 20A-1P 20A-1P 2 A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P _TUA- 20A-LP 20A-z? 20A-2P 20A •; 20A- 20A-1P 2QA-%P 20A-1P 20A-1P 20A-1P 20A-1P 30A-3P 20A-1P 2QA-IP NEUTRAL UTRAL MAIN LUGS ONLY 4 ROAD SIGN FLUSH IrDUNTED CENTER ISLAND 3 6 FASCIA SIGN I 4 42 NOTE: CIRCUITS 31 '38 0 11 � , g TO HAVE BRF.AkER LOCK ON 10 CIRCUIT BREAKER HANDLE. UNIT D-1 5 12 ROOF BEAM 14 UNIT K-1 7 16 18 SOFFIT LIGHTS. 20 SPACE 9 22 24 26 - L CT ,'< t ' SPACE 11 28 LOT LIGHTS 30 CONDENSOR, 13 32 UNIT 34 ( 150A- 3P 151-3P 150A- 3P 1-2 P -. 80A- 3P 45A- 3P 8OA-3P 45A-3P SPACE SPACE SPACE 100A - 3P 40A- 3i' SPACE CO ION 2 PANEL "AP -1 1 NOTES: •00 N r , � •j 4 GRIDDLE STATION • � - l. MINIMUM SIZE WIRE SHALL BE #12 AWG UNLESS OTHERWISE STATED. .. e -: N 2 . THE USE OF "BX "WHERE PERMITTED BY LOCAL CODES WILL BE ALLOWED FOR FINAL CONNECTIONS FROM THE LAST JUNCTION = 6 UNIT D-2 BOX TO THE LIGHTING FIXTURES."ROMEX"-IS NOT ACCEPTABLE. 8 UNIT K_ 2 , •• ` 3. ALL BREAKERS SHALL BE THE BOLT -ON TYPE. >' � • 4. PROVIDE THREE. (3) 1/2 EMPTY CONDUITS FROM PANEL LP UP TO THE ATTIC SPACE AND CAPPED FOR FUTURE USE. .... 1- to w W SPACE 5. CONDUCTOR INSULATION SHALL BE "THW" TYPE MOISTURE AND HEAT -RESISTANT THERMO-PLASTIC, 750C. TEMPERATURE 0- WHERE... NOTED. CONDUCTORS SHALL BE COPPER EXCEPT WHERE NOTED) RATED EXCEPT ( _,► • ` ce_- . r 12 P ANEL AP 2 6 . ALL CONDUIT TO BE l/ 2 UNLESS OTHERWISE STATED. V LO 7. MAXIMUM LOAD FOR ALL BRANCH CIRCUITS IS 80%. 14 SPACE 8. _ R THE H T BE `.BRACED FOR I T CIRCUIT CUR_'RENT MAIN IN COMING SERVICE CABINS T AND BREAKER MUST GITFST AVAILABLE SIFJ'� C ..THAN .g .. BUT NOT LESS NEMA S1�T'ETRICAL RMS OF 42,000 A24PS . � C TO HAVE A COMMON TRIP 36 ROOF RECEPTACLE "PP" 9. BRANCH BREAKERS OF 2P AND 3P NFIGURAT A A ` Y 38 PANEL 10. BRANCH BREAKERS IN DISTRIBUTION PANELS LP. AP-1 AND AP-2 TO HAVE A MINIMUM NETIIA SYMMETRICAL RMS RATING OF c� Q � o Q C 40 ENERGY INTERLOCK CXXTIROL - 2 600 AMP , 08Y/ 12OV , 30 4 WIRE 10 , 000 AMPS . BREAKERSS 'IN PANEL PP TO HAVE A MINIr UT1 NEMA SYTTIETRICAL RMS- RATING OF 13 , 000 AMPS, � • ; is A 42 PANEL MODEL ''L " MAIN LUGS ONLY SURFACE MJIJNI�.D � � a o O � � - f 11. ELECTRICAL OONI'RACTOR SHALL ARRANGE WITH TIE ELECTRIC AND TELEPHONE UTILITY COMPANIES FOR INCOMING _ SERVICE REQUIREMENTS AND INCLUDE AL COSTS IN RASE BID. _ FOR ALL 12. COORDINATE WITH KITCHEN EQUIPMENT SUPPLIER MECHANICAL SUB CONTRACTOR AND GENERAL CONTRACTOR a.l. n' STUB -UP LOCATION: h FINAL .:CONNECTION ..Fl.�UIREMENTS BEFORE INSTALLATION OF CONDUIT WIRE AND STUB UP 13. ELECTRICAL CONTRACTOR IS RESPONSIBLE FORTHEPROPER IDENTIFICATION AND LABELING OF ALL 'CIRCUIT BREAKERS. EACH PANEL WILL BE PROVIDED WITH A TYPEWRITTEN CIRCUIT DIRECTORY. PA NEL AP-1 14. ALL PANELS WILL BE PROVIDED WITH A COMBINATION LOCK AND LATCH. EACH PANEL SHALL 22 HAVE TW0 (2) KEYS WITH ALL PANELS KEYED ALIKE 5 AMPS, 208Y/120V, 30 4 WIRE - . ISIN NEUTRAL MAIN LUGS ONLY POINT'-0E-SALE SYSTETI SURFACE ' r1`D . & MONITOR 1 r SPARE 3 VIDEO TRAINIM CABN'T. 5 7 ICE MACHINE 9 11 13 TOASTER BOX 15 (ID-8-4ALV) 17 MENU- BOARD 19 WALK-IN COOLER 21 SPARE 23 WALK-IN FREEZER 25 t ITEM #58 27 27 ° (WASHER) (WASHER) 29 TOASTER BOX ID-8- 12 LV 31 TOASTER BOX ID 8_ 12LV 33 35 37 SPARE 39 41 2 PIE/FILLET STN, NOTE: CIRCUIT 14 AND 18 TO HAVE 4 UNS STEAMERS BREAKER LOCK ON CIRCUIT 6 BREAKER HANDLE 8 KITCHEN RECEPTACLE 10 TOPPING WARMING CABINET 12 CREW ROOM RECEPT. 14 BL'/ZER 16 FLU. LT. ADD. MACH. 18 P4PER 1.1ORK MACHINE & TDIE CLOCK , 20 22 TOASTER BOX ID-8- 12 IV 24 4 SPARE 26 HAND DRYERS 28 30 D-T VECH . DET COUNTER 32 34 SPARES 36 38 15 INCOMING SERVICE SHALL BE 208Y/120V, 3 PHASE, 4 WIRE. ANY OTHER KIND OF SERVICE SHALL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE McDONALD'S CORPORATION. T'M-2 FOR LOCATION OF ELECTRICAL STUB -UPS FOR A/C UNITS. 16 REFER TO SHEET � « 17. ALL ELECTRICAL MATERIAL USED ON THIS PROJECT MUST BE "UL'' LISTED AND LABELED. 18. THESE PLANS HAVE BEEN DEVELOPED IN ACCORDANCE WITH THE NEC-1981 ® sgg 8 19. ELECTRICAL SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR BALANCING THE LOADS ON ALL PANELS. 20. LIGHTING FIXTURES AND LAMPS HAVE BEEN CHOSEN TO ACHIEVE MAXIMUM ENERGY CONSERVATION WHILE MAINTAINING E4 ADEQUATE LEVEL OF -ILLUMINATION. TAMP SPECIFICATIONS BELOW MUST BE STRICTLY FOLLOWED. ANY DEVIATION = o FROM LAMP SPECIFCATIONS MUST BE APPROVED IN WRITING BY THE McDONALD'S CORPORATION. EX 21. ALL CIRCUIT BREAKERS USED TO SWITCH FLUORESCENT LIGHT FIXTURES SHALL BE APPROVED FOR THE PURPOSE AND 22. CONDUIT SHALL COMFORM TO THE FOLLOWING:< A. CONCEALED IN CEILINGS AND PARTITIONS- EMT B. CONCEALED IN CONCRETE SLABS- EMT SOIL CONDITIONS C. UNDERGROUND OR BELOW SLABS- IMC OR RIGID GALVANIZED STEEL: (WHERE CORROSIVE C EXIST PVC 'CONDUIT MAY BE USED OUTSIDE UNDERGROUND) 40 SPARES SERVICE 201 1 169 470 0 TOTAL 23. EQUIPMIIV'I' 42 GROUND WIRES ARE NOT SHOWN. ALL EQUIPMENT, METAL HOUSINGS, ETC. SHALL BE GROUNDED IN + ►� -� - ACCORDANCE WITH N.E:C, ARTICLE 250' PANEL AP-2 mark t dwuser l0 installation manufacturer catalo nYPeg umber 100 AMPS 208Y 12OV 4 WI WATTAGE ORDER NO. CLO. TYM MOUNTING LOCATION / , 30 RE remarks SOLID NEUTRAL MAIN LUGS ONLY COMPCO �k LN624.. F CA -r�.f; ,t, )�,: SURFACE MOUNTED f 1. 2x4 FLUORESCENT _. N _ PRISMATIC ACRYLIC F40 C'�1/RS/WM LAY -IN RECESSED KITCHEN AND WESTINGHO SE SF2-SG- 424 �,^�F.,�. j!I : �..-.- U �� TOPA � EI LNG ,. DINING C L O BAGGING STATION 1 TY)AS = 3 SPARE - 5 7 TRANSFORMER 1 9 TOWER TRANSFORMER #39 11 COFFEE WARIER #40 13 SPARE 15 KITCHEN RECEPTACLES l7 SPARE 19 PIE/FILET COMPRESSOR 21 REFRIGERATED BASE COMP. 23 20A-1P 0A-1P 20A-1P 20A-1P A-IP 20A-1P 15A-3P 20A- P - 20A-1P 2 - OA 2P 20A LP 20A-1P 20A-1P 20A--1P 20A-1P 20A-1-P 20A-1P 20A-1P 20A- 20A- 20A-1P 20A-1P 20A-1P 20A-1P 0A-1P 30A-2P 2 - 30A-2P 1C_ 20A- 20A-1P - 20A-LP 0A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P A-1P 20A-1P` 0A-1P 20A-1P OA- P 20A-LP 20A-1P 20A-1-P A- P 30A-3P 20A-1P 20A-1P' 20A-1P 20A-3P 20A-1P 20A-1P F40 WW / RS / WM COLUMB IA J� 2 LIGHTING LTD -# TMG24 9-Ml ' A . : 4 SPARE 8 SPARE 10 RADIANT CLG. PANELS 3. 2x2 FLUORESCENT PRISMATIC ACRYLIC 2 - 2-F40LW-U6-WMII DRYWALL RECESSED RESTROOM COMPCO # FN6222-F-CA -WESTINGHOUSE`# SF2-SF-2U22 TOPA 12 14 SPARE e ' 16 SODA SYSTEM CEILING COLUMBIA # 5114-F-56-222U 18 LIGHTING LTD. TFU222SS MIPCO # 9414-4 20 22 SPARE FOR OPTIONAL 4. 4 0 FLUORESCENT STRIP 1 - - F40 OW/RS/WM SURFACE OVER FRONT [-JESTINGHOUSE �� SP14UR COLUMBIA # FS-120-M4 ►- �F t 24 �R`TCD -72 UNIT W F [ 41 40 � / RS / WM COUNTER LIGHTING LTD It SN148-RS-HPF CCMPCO #656 • 5. 4 -011 FLUORESCENT EXPANDED METAL GUARD 1 - :'3 F40 CrJ RS WM / / SURFACE - UNDER FROM' LIGHTING LTD. 7 -X' �k 550 . w W STRIP F40 WW/ RS / W 1 COUNTER CCt1PCC 14-120-P # • c 6 . INCANDESCANT WITH PHOTO -CELL LE XAN LENS 120 WALL MOUNTED OVER REAR DOOR BENJAMIN HUBBELL'S-800=PC `LIGHTING LTD. ,, NBP1/M/PC W - COMPCO #598 (WIRE GUARD) 7. POR CLEAN WIRE GUARD 40 DRYWALL SURFACE BROCTI CLOSET PASS & SEYMOUR # 44 0 INCANDESCANT CEILING LIGHTING LTD. # 1742/2200 AWG LAMP HOLDER AP ROVED SUPPLIERS OF NODULAR SWITCTIGFAR DISTRIBUTION PPANELS:_ - r. 1. ATTANI`IC SWITCHBOARD &ENGINEERING CORP. DISTRIBUTED BY � .. DEMERS POWER SYSTEMS OF MERRIMACK, NEW HAMPSHIRE. (603)424- 2 730 � 2. PARK OHIO ELECTRIC CO. DISTRIBUTED BY PIERCEELECTRT C OF MORRIS ILLINDIS.(815)942-3766 .... / �I Ill M ' • pl Z C r4 O W$ .. O r ," `> .. '« o p w N'- C '" i 10. RECESSED INCAND. RIBBED BAFFLE 1 - 50 PLYWOOD RECESSED ROOF OVEP'THANG COMPCO #565/75RF HALE # H7-304 DOWNLIGHT 50ER30 SOFFIT MARK.STONE DPM-WAI-612-150W �� a _ o • t LIGHTING LTD. # R350/15ORF IL b. o C -0 V 45 •+ `3 FURNISHED AND INSTALLED BY OTHERS. C V O < 11. ROOF BEAM i - 55 ; -'" w _ r , O.. O 1- 85 MANSARD � - C p N 0 ;. w o O C a 3 ELECTRICAL CONTRACTOR TO INSTALL N O 0 0 d;C V - 12. INCANDFSCANI JEF'.._FY WITH DINING ROOP1 PROVIDED DECOR PACKAGE � Y CHANDELIER DECOR OOKI'RACIUR CEILING w .._ W, p {♦ .e.Cb :.< . Z • ;. • Y Q s. I o `O >; U ". w.. v a@� a b F 7 _.. r � N c 0 eap r > � t O _ 2 o � til Z r- - • Z tV W UQ 0 to .. Z Q NOTES Q i- _ Q ELE,CI'RICAL COI ICTOR SHA _L FURNISH AND INSTALL A ,aATER TIGHT � > 1 �, 0QO �Q -BUr Am f TIRING NECESSARY TO HOOK UP COMPLETE RE:IDTE CC1,1PRESSOR �, . o J 0- N Z o _ Q _0 v J 4 c ' 2. �o-� FOR GAS COOKING. E6 FOR EIECTR.IC COOKINu. U a _ :^_II. J-BOXES AND RECEPTACLES SHOWN ON THIS PLAN SHALL BE 14FAT}- — Y � 3 0 p �. J o PROOF. J O � QQ .. p� ; a, �r. SEE SHET YL3 FOR E FACT LO ATION OF ELECTRICAL STuB JPS INSIDE Z Z m — CURB FOR hti �.0 Ur ITS . 0 0 4 8 10 ppY c 10 �l Z Q „ 3 GAS AN'D ELECTRIC I'VAC UNITS ARE FURNISHED WITI� A DISCONNECT ,. PLL ��O w �4 �`n'ITCl1: E'C . WILL WIRE 3 PHASE TC MREE MAIN LUGS o 6. WEATHERPROOF DISCONNECT SWITCH AND J BO. PROVIDID BY FAN tvT) - T`0 LP,': 8, 10, 36 A,FACTORY 4TLD.ID AI4D MOUNTED TO FAN BASE EX"TErTTION . CONNECTION MADE ON INSIDE OF CURB TO ELLiIINATE CO^IDUIT PENETRATION OF ? N E-1 E-la, E-6 AND E-6E. _.00FI,rG 0 r� r I s K r 7. DISCONINECT AND -BO.. PRCV�DED t�ID I�IDUNTED INSIDE_�1OTO., CO'"1PARTIIENI O I I I J I e i BY M.AN'UFACI=. E.C. SHALL STUB UP THRU PVC RpCEt,IAY IN CJI'.B . _ I I _I � 8. E.C.TO � PROM DE A t-v'FA '}P� �PR00PROOFJ - BO`. ON THE iiA C:� SIDE OF PARAPET - I I) I � �, I i I-14 / COVE? PLATE & KNOCK -OUT- , INAL CONi=ON ` BY OTHERS. . � IL L -� _I n VE` TO PROVIDE PROP&, � y : E,�.tiLS1 FANS , TJS1 BE HINGED AS SHOWN � ,BO ACCESS FOP, 1-1AINTENANCE: TO ENER_;`i1 COND . W/ 3 #4 'I0 4 I,\7i' Pd-OCK CONTROL PA,1El- J BOX IN ATTIC, TT -EN _ �. - 1; 2 COND . TO ENERGY PANEL ADDEL 'L BR, "J Tt) PP PANF1. (TAT' *�7� �T �l1/�!�[�) NTROL P 10 St SHEEP E6 FOP. WIRING DETAILS . _ FOR 10 TON UN'I T) MODEL 51 GREY CABLE -r, 7 F 1 CABLE BY HVAC S�'PPLIER \ _ 1 i . SEE Sr-�r� � E . FOR .IVAC GF.OUNDING =OD . $ • SUPPLIED BY HVAC SUPPLIER INSTALLED BY E.C. US NCTE ,7) REPRESENTATION OF CONDUIT rr \ INSTALLED BY E C (T'YP . ALL 12. THIS DRAWING IS A SCHEMATIC HVAC UNITS) 3/4 C. NUiMB R &WIRE \ ITH.E.S. S ILE W � S 1" C . VERIFY1 ER AND WIRE 11 � �TCJMB 1 2 SIDE WITH K.E.S. ,, / CONDUIT WITH 2#12 s TO PP: 13, l CONDLIT - 4#8 s Ii n 7 t 4 ' U11L111 U11ADr- PUr�. UUIVUUI r cx REFRIG. LINES o0 000 g s i 36 „ SEE N(rTE 48 F1YP > 1-� ° ' .--. FOR EXACT LOCATION Or UTILIT Y CHASE & CONDENSER SEE SHEETS A9 a Ko-, ALSO SEE NOTE #12. t COND . TO ENERGY I N TEP.UJCK COI'TTROL PANEL, 'T)DEL 51 GREY CABLE SUPPLIED BY tN?.(. SJPPLIEI: I M co _ I ?wS iALLED BY E.C. c 3 » rr v 1 COND, W/ 3 #8 TO J-BOX IN ATTIC THEN • TO PP PANEL (TYP. ~ FOR 5 TON UNITS) r .: SEECD , _JCIE ,.y � o 0 c O » 9 I I � I I I c y r e II II eEi O � 2 coND . TO �r t I:E- rI 1I rI - -I 00 LOCK CONTROL PANEL, :MODEL I0•c �• r,Lrr LIGHT BLUE C, BLF rR- I I FL I I I » �r NIS}'FD B� HVAC S� T'PJ LIER . COIM . TO EN TGY INTERLOCK CONTROL I 2 t • � L � L � r I,�.S'I'AI�F� BY E . C (T`IP . 1 n r YELIJX CABLE FURNISHED 3 P_ NII. _'lODEL 'L FnR AI1_ FANS EhC17T L -4) o` INSTALLED BY E C . BY I?VAC SUPPLIE. INS I -d SEE NOTE #5 • y TO LP : 12 14 SEL [Ull �f� SEE NOTE #2 SEE NOTE #4 I t O O i 12 14 ,l I' N U - 7T-BOX r 1TED ON SIDE OF PARAPET 'DUI F PP RAPET FOP, PI}OTIO 6 BF�� TOP 0 E ' PPLIr. . CELi. (FUP�NISrir.D BY iVAC S� I rD BYEC. INSTi�LLc.) Li C e 4 1. O 7 «, c w u w � 0 O ` N « — .. M CjL « O w O a o ,c c 0 V < N O C C M •' w m O m - C V po O o c in o w r CL C ' C f c� < w f w O ROOF ELECTRICAL F ELE TRI AL PL A N W SCALE: 1 4 - l -0 • -_-_ - ------ _.d ..:._:� ....:------------ ----- --- -:. ._.- - -----------------------.-_--::._.-- _—...: .---------------_-_ _-�__.___.:- -------.. _7 REFER TO DRAWING— WALL MOUNTED STAT I SEE SHEET E FOR E S FOR SPECIFIC LOCATIONS WIRED - TO MAIN THERMOSTR' NUMBERS EXHAUST FAN DISCONNECT SINITC H (TYPICAL) TER&INAL Of All N V A C UNITS S EXHAUST FANS ON ROOF � r r r R i 2 i w R R 1Moi i111T! 1 n 1 r2 RG r i WI RH R OR NS r2 RC r ( wi A�1 � r2 C r wi R11 R —_ RC.- � M OR FILET FRYER FAN PRIMARY GRILL FAN FRINCH FRY FAN AUXILIARY GRILL FAN PHOTO -EYE SUPPLIED BY A.D.A. RED INSTALLED BY E.C. SEE Olil• E S FOR I fV%AM O N FED su Nc"r >I El �i�ii III BLIK".I ) \ %1�2 D2 �" / \ /�' �QOLX •" / \ /�'' •"') _.. __._.. pE Kl Toro� KI a I lri I"""I I I I'°'°NI Ire I"."..I I I II RIED ��F 'D �� ( ' IN F� OLK U WHI It l \ 01-U 13LIII1 L - �ISLU BLK� _l �GLu BLKI.A� .. eEEees � ee �os��€Ee _ � Fsaaei�e�ao��€.€ VA MINIMUM 1 -116:9 L3 1WE III l • • • �• • � a ' / pz I m • • / % ® • ® � v ® /m o i SOFFIT�=Ij X G1N R RID r? wNi E s � •c F Ech D SS D2 oA 26 26 x aS. R3 0 32 YROMUY R Y2 0 VL 2 2 G LOT LIGHTS n 2 4 K 1 o000mmmmm �,000a00000000a00000 T-fmAL Lor,D t T►wu s4 LIT'LITI LT L T L T L ITIL ITIL ITIL T 20 22 JoWof 24 1 26 126 1 SO 1 32 34 M R x 1-4 L PANEL .,� �.�.to - S1 PANE l � 3 4 11 r A D A Y? E P- 2 0 SPARE 3 6 FUTURE FUTURE E 39 _ NOTE .. FILET PRIMARY FRENCH AUXILIARY AUXILIARY L I L Z L 3 N REMOVE JUMPERS IF ' G 3P - 30 L PANEL 40 FRYER aRlll FRYER GRILL FRYER ECONOMIZER IS USED ' 42 - - I— - I - -N -I 3-2 S-N 4—I 4-2 4•N S -I S-2 S - N 2 N 2 2 2 2 3 Vol wMll YE K c wNl r. T NEUTRAL BUSS GAR RED GLU W"I RED GLU WHl RED GLu L IL RED SLu LP PANEL eY EcOPTIONAL .,�. � C CI E Y2 R X I Yl G SS D EC D3 N Z P' PANEL NOTE ELECTRICIAN TO PROMDE AND INSTALL 10 TKW WIRE FCR CIRCUITS 2. 4 38,40 40 42 AMO 12 TKW FOR T'HE REMAINING 2 C' WITH lDCK1�Il1T3 ANO F19E1t Y[LLOM► RED YELLOW A euSHINGS 24 TO TER I V2 C. WITH L.N. AND F. B. BY E.C. EVEN E RfU pRCU T S LL LOADS FROM M M L PANEL BY E C b. O 80TTO OF FOR EVEN NUM6EAED CWQ1fTS SN u- BE T PIPED TQ THE 1 P .PANEL AND ROUT E D NRU I , THE 2 C TO THE IDENTICAL NUMBER N THE "Lr PANEL NEUTRALS TO BE CONNECTED IN TH E E L P PANEL - r.: 3/4 C. S 14 WIRES 1N RED CABLE r - lot I fr, 112 C. 3 14 WIRES IN YELLOW I �-- I/2 C.,3 14 WILES" IN YELLOW FILET CABLE CABLE FRENCH n� • GRILL �" FRYER FRYER x W � POWER CONTROLBox _ 3 - 2 Y 3 ; pemw ' ooNTAOL 3 IP N W O a -j o N 3P Z �" G 3 G mW� � a � 2 arc. — 3 Y 2 I e o � e ti ac V A 3 I 0 POWER CONTROL CONTROL PLiJG 80X O A � NSUL Ito } .. CONTROL Fl1JGS- O J POWER _ PLUG ON AUTO#AAN . 0 ELECTRIC COOKING 0- � EQUIPTAIENT ONLY AN SUL AU'TnMA N (TYPICAL) :. ANSUI. Kl10MAN /4 3 SEALTITE FOR POWER PLUG CONTROL PLUG L 2 E/�LTITE 3 I/2 SEA LTI T E -S UPPUED 8Y POWERI/.: PPLIER CONTROL 80X SU oMir T F DETAIL SE E ` E OR ANSUL L 8 DMI'p. M c 0-0 Z fV ° o Q OQO a. N Z • CC — U a _ M V Y O O zzm C Q o Qo L 0 DY Q o c Z f�O w . • J O O 0 cc , � i H j W (� w W Q LL N_ = 0 — Q 0 Z Z ►-a O _ 0 Q N _co Q U W 0 s a U • 0 O • o, E 2 g CD a g !o E • 'F J� M • ,f2 v C -• f4 . o4, C � , v v r •` w C r _ 0 go c . v •'o o o c o . � w IL c V:•<., w i R O 0 > 0 0 iRE SN AIR INTAKE HOOD O c ROOF 00 TOP 1 UNIT AAA T IN TERMINAL STRI► , 1 E C - 000 - 074 tC-0.0 -0'!2 - T/IEwOfTAT .0E11 Mi1=lOR WILL EC - O"- 07S - K -41M-G»-T/IMMORTAT am ouTltRi VAUL (wcumm TENT RO A*) t9 R Y 1 Y 2 L2 111 12 bi l l fwlIW21'H 0 ff IRC JECk FX4,41[/C Nf A.O.A.- Wlll ►ROVIDE . �.�x I. All THEN MOSTATS AS REQUIRED EO = V Y V p li 2. ALL LOW AND LINE VOLTAGE A Rt � .r � � Ol Gt CABLES AS INDICATED ON E-6 , r • M �r 3 ENERGY INTERLOCK PANELS MODEL L AND MODEL 31 a t ELECTRIC DISCONNECT SWITCH ON ROOF TOT' UNITS 1 C. BY E.C. WITH FACTORY MOUNTED AND WIRIO FOR A D A TRA NE 2RETURN AIR STAT ,� UNITS ONLY I *Is C ON T R WALL MOUNTE o Ol FACTORY INSTALLED _ • � S INOTO tllC TRIO 1 rt WIRES BY A.D.A. (30 IST STWA-7E1� 2ND STAGE) A.O.A. SOLID STAT! THERMOSTAT I T N S A L't [ IY BY E C ELECTRICAL CONTRACTOR WI ll S 1 INSTAtt IIN1•GY IN11RtOCK ►ANt1S - NSTAl1 lOw ANO tIN1 vOlaaGl CABLES To STAT BACK vltw ? 1 ttIONT VIEW IC01ItR RtMOvt01 3 SuPPIY`A/rp INStAII Atl'cClNoulr • y RIOT USED 11. SINGLE STAT WALL MOUNTED STAT (TAPE SAO W1:lt SEE D11WG M1 FOR LOCATION NOTE: IF RETURN AIR THERMOSTAT BULBS ARE NOT 80' & 78' AS INDICATED , S = • EXTRA BULBS OF THE PROPER VALUE WILL BE SHIPPED WITH THE HVAC UNIT. r THESE EXTRA BULBS ARE TO BE INSTALLED BY THE HVAC START UP TECHNICIAN. FINISH10 Ft00R n WAIL MOUNTED STAT 3 INs/Atl All TMIRMOSTATS • MAKI •tt IIIiIAt COINFvICTIONS ttRMINAt ltoCl( IN A/C, U041/ FACTORY WIRIO A D A TRANS uN11S ONLY / 1 IAC Iof. MOuN/10 t WIRED 01SC SW (ADA TRANS uNir ONtY) 10 •RI•KIR KANIt m T" SCHIOutl 108 C0Nou1r -,5 will SI 1 l 102oW STAGE COOL rYriCA4 OttAlt OF FACTORY MTD. DISC. A IT EO 11RMIEIIAL sloop A C UNIT C UN n'�.l STAGE cool • SE SEALTITE AND 01 SIC N w l C I SW . W/ CO/�AU 1 T i 0 sea EE TO CONOINT ' Y2 C1In AND TERMIN Rt NOT AT tAf1 OF NANNY SWITCH w MtaNT !TONS �! TO T I/IIG FACTORY INSTALLED "a M am.WI1IE. IISA E M ►TY SEALTITE NIGHT STAGE id IN UNIT ELECTRICAL CONTR. TO PULL WIRES IN- r FIELD THR.0 CONDUIT TO DISC. SW. ANSUI AtJTOMAId BOXES - . FACTORY INSTALLED FOR GRILL FOR ALL FRYERS COMPLETE E ANSUI BOX GROUNDING 1 _ COUPLING BUSHING CODE GROUND BY E C. WIRE BY E.C. 1 ELECTRICAL CONTR. lii - O O O TO SECURE CONDUIT �i TO SEALTITE i LI COOKING ABOVE BASE OF CURB. V CONDUIT BY I) I I ELEC. CONTR 'II � ill (11ALIL STEP 1 STEM 2 1 1 C OMQ ELE T C RICAL WIRING :CONNECTIONS ftc 1 C I4Q , OR$* [� f— N A Como lZil N c iA �-- • (r r 1.1J y Il ARM- R/0 BRN At0 •lt BLU a** Ell Y A N J _ A 1. 1 � ll,ItIC R C t CONNICIfoods 'All • i r f!AlT IT�O �Ow/R• _I ii INSIOI Or THIS •Ot SIALTITI TO POWER f•Ot0C Nt 2 CONTROL "BOx . .. NOTE: E.C. TO ADD COLOR CODED CONDUCTORS , YE _ _ - L BRN BLK AS NEEDED i � E 7 C N i Z Z O f= IY �' In O .V11 �► �- F- it IY Q a0 cc 0 N J CO sY 2 W '4- co 0 co 0 i Q a :::4- cn Y 0 0 J 0 Q IY .. c ; •�� .� CD L Z 0 D U i Z _ 0 a U Q 2 o 0• i w• . c R ♦ = A • 0 0 1 U L11 W Z. cr Ic W F- a Cn o CV a cc) M i a 0 1 r c • .. c ~ w c .; 0 t Y • ♦ C W; 3 r 7 - A � Y • . • O - c • 0; u • • p ; : c Is ov a IL c R u . W s -r • 0 O i ._ . n TT � I I ��_.--- .---.. _ I r t r UNION PLUGGED UGG D TEE FOR PRESSURE TEST m N GATE VALUE` WATER METER 'C I I „ I I - . 6 1 FLOOR SINK —. o UNION _.�II_� 2 6 'VK �� TE _ w "I .. 1 1 2 C.W. UP t N GA I _ w TE VALUE ,--- 1/ 2 QUARRY TILE � > 2 o w INCOMING WATER SERVICE SLOPE 1 211 I 5 CON C SLAB 1 2 C.W.OWNcc MIN. 1 1/2 � 1 / PER 6 0 3 -g STAINER Z t r�t'Tl"1"1"1`�Tf Y I .FLOOR _ SIP1I\ � 'j � . n : r.:�/GRATE SLOPE CO I SLOPE I I I II , D4 I I 1 I i Cn Lu 11 REFRIG. LINES FROM ROOF MOUNTED ( WALL MOUNTED HYDRANT 3 4 i c cr COMPRESSOR DOWN CHASE TO SODA SYSTEM I �c C.W. FROST PROOF IN COLD I �' / , Q ''Q Q ,. 0- AP,F�.S 1 1 � N Z" r (� _. , — t� 4 DIA, CONT. SLEEVE W/LONG SWEEP ELBOWS { � _ _ _ t, _ � �^ 1 J DC.W.DE MINC.W.I LINES n v FOR FILTERED C & C & AIR L S 1 I I I f C..) TO CENTER ISLAND I ,I ,, a. — I 1 , I Cn cn I, 2 SLEEVE FOR FILTERED C.W. TO `FILET STEAME CU FLOOR DRAIN WITH - in Q co '� I 6 COI'IPACTI✓D .>_'�N�J L J 0 FUNNEL 2 SLEEVE FOR TREATED C . W . TO ICE MACHINE .�. .. � _ .:: .. -� ,, ^^ 1 , J w 1I „ I Q Q O 1 C.W. 3 A:F.F. I � I . - � ; �► @ �, _ „ REFRIG. LINES TO CENTERISLAND AND FILET � .," Z Z ;Co A > 6 DIA. SLEEVEFOR SWEEP E U , 0 SWE LBOWS � _ � O o STATION TO BE RUN ABOVE CEILING F OM _-- --__ � 1 � R I FOR co2 AND SYRUP LINES TO CENTER ISLAND 0 COMPRES SOR AT THIS POINT ,, � , . _.: : a -� � � � Q ., • -- 1 1/2 +► A WASTE @ 2'O A. F . F . (WASHER) MIXING VALVE 4 H.W. 1400 _ —, . 3 / ( ) TO WASHER FLOOR DRAIN WITHH 3 4 c. W. To was%�R DETAIL TAI L 1 C / SECTION 2 FUNNEL -- P1 P SCALE 1 ' 1 / 2 -1 - SCALE,: I1 _ \ 0 3 1 () 1 C.W. TO WATER HEATER - I 1• 3/4 C.W. UP TO HOSE BIBB ON BACK H SIDE. OF PARAPET W/ STOP AND WASTE 1" H.W. ( 14 0o) FROM H.W. . VALVE SEE MIXING VALVE DETAIL SHEET P3. _ -+-1 H.W. (1000DOWN ` I MIXING VALVE SEE DETAIL SHEET P3 I p I 8 O p I \ o. IU .e I 4 3 WASTE DOWN FOR \ 0 (DOWN) I o GREASE INTERCEPTOR I o I - e l 2 VENT UP IN WALL e t I 4 DIA. PVC. SLEEVE THRU � r. - 2 I WALL C 9 A.F. FOR 'e REFR IGERATION LINES AND IU \ _ ELECTRICAL: LINES TO ROOF MOUNTED COMPRESSOR 01 n 1I I e ,—� 0 1I 4 H.W. 140 I 3/ ( ) 2 I f 1/ C.W. 3 4- / C.W. l 1/2II WASTE i INTERCONNECTED W/ 1 1/41 1 VENT UP I 4" DRAIN, ABOVE FL. SLAB �. o DIA. SLEEVE W/ LONG ( > SWEEP EL � , 1, WASTE I 1/2 H.W. (100 ) . BOW FOR REFRIG. 2 FLOOR DRAIN 4' 3 ASTE W/ 2L1 VENT LINES. WITH i - . FUNNEL � I , 4I H.W.140o Ip y 3/4 C.W. o I m o _I FLOOR SINK - I SEE DETAIL THIS SHEET. I I I � \ I I ' \ 3/4 C.W. CONK. T _ ,1 0 « 3/4 H.W. 140 MANIFOLD ON EQUIP, 11 ( ) 1 Q 4 DIA. .SLEEVE W/LONG SWEEP ELBOWS FOR FILT. & DE -MIN . -° 0 3/4 C.W. { c W. & AIR LINE. to 1 4 CLEAN OU'T I � i i; a 4 CLEAN OUT ) i I 2i FLOOR DRAIN WILH FUNNEL I I I, 1 I I 0 i I I 6 D IA. SLEEVE W/LONG I SWEEP ELBOW .FROM SODA { FACTORY FOR SYRUP 11 v I i \ LINES 1 N V I, 6 DIA. SLEEVE W/LONG _ 2 FLOOR DRAIN WITH & co2 LINES SWEEP ELBOWo � 3 _ TO DRIVE THRU o +. - FUNNEL c A u BOOTH I O c }/ q 1A I I u 0 Ic� 2 SLEEVE FROM SODA Q I II 3_ FACTORY TREATED COLD WATER A ( ) r 'm o I A � Y O _ c o L c� c A O O 0 O0 L.r` O u m • a ti.; a O FILTERED 2 .FOR L SLEEVE > 11 2 FLOOR DRAIN O O WATER. 4 RA N WIIH COLD DIA: S .. « LEEVE W/ LONG SWEEP FUNNEL d ELB OWS FO R REFRIG. LIN E TO e DOWN REFRIG. LINES :ABOVE CEILING DO 1� CENTER ISLAND. 6 D IA. SLEEVE W LON T ABOVE FLOOR PIPING PLAN CHASE T0 FILET STATION E SWEEP. ELBOW FROM CENTER , SCALE: 8 -1 -0 ISL AND LAND SEE. DETA IL 8 , A2 , f a } '!A Yti k } n r i A i i XXj i { I i yyFFyyeqqe 1 m (� M C 0 � N � � A > p 0 Z O .. � m Q O Q=0 U a Q - .Q C) 3 ;, LO CO j O O Y ��Q C c H2O La0� 0 s a 0 U y c 0 G U O W O a O U W w C 0 A V O W Y i W E U_Us m W m W W ,C 3 W m a m L C CD -C 3 0 r m c a m m v 0 0 vo W m 0 Et m cc rE v m cv W� N -?.0 m c v °0 C m a m L t F C N co' m O U C N L O Ln O +' io ' rp co +r v 0 L N N RL 0 6. � C,i i0 Q N 4A . aL r• C :� _ m y o 6. i o 4 c L fj m a c C� 10 V A W 0 OK L L C\j l E WATER METER GENERAL NOTES • IPivIE.�IT _ [ BEFORE COIZIEGTION TO EOU UNION 1. ALL'. JrIATER &GAS ROUGH INS 'IC) BE TERMINATID 7ITH SHUT OFF VALVES STRAINER AND FIXTURES. I .. T 1 1/2,I INCOMING :SERVICE - 2. PURGE ALL WATER &GAS LINES BEFORE CONNECTION. GATE VALVE ES. UNION 3. ALL DIMENSIONS SHOWN ARE FRC�1 FINISHED FLOORS • MAKE NECESSARY: DIMENSIONAL ALLOWANCES. �, r t+L LINES SHALL BE EXTENDED FROM FILTER ON SODA FACTORY GATE VALVE � WALL HYDRANT JOSA� 1170 3/4 WATER SUPPLY TO CORRAL 4...ALL FILTERID COLD ATER I OR EQUAL FROST PPO7F IN COLD 5. STATE AND HEALTH CODES. - � ALL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE JOSH I 171150 , - 1/-" - �. G.W. r, PROCEEDING WITH ANY ROUGH -IN ICRK . - 6 EXAMINE CONNECTION DIAGRAMS BEFORE T , PLUGGED TEE 7. EXTEND ALL CONDENSATE AND INDIRECT DRAINS ON EQUIPMENT TO FLOOR DRAINS IN BUILDING. Y 6 DIA. SLEEVE W/LONG M ,T W TES ARE SHOWN AT EXACT POINT OF CONNECTION AT FI PURE. `` ALLOWANCES FOR TRAPS, POSSIBLE _ . �I�,ING VALVE N�OLN 1'ED 8 . ALL ,IAS SWEEP ELBOWS FOR cot @ N WALL 36'I A,F.F. 0 INTERCONNECTIONS OF t^IAS`I'E AND/OR CONNECTION TO GREASE INTERCEP'ibR. ALL OTHER FIXTURE CONNECTIONS :ARE 3/4PIPE TO CORAL AND SYRUP LINES TO r" SHOt i AT SUGGESTED ROUGH -IN LOCATIONS. ALLOWANCES HAVE BEEN FIGURED OI`+ TE-IESE FLXTLIRF�S FOR .POSSIBLE :CENTER ISLAND. 4 DIA. SLEEVE W/LONE �, � � �, p T II SWEEP ELBOWS FOR FT- _�T. TRAPS, VALVES, St',TITCEIE� , ETC. AS FURNISHED UNDER OTHER DIVISIONS, CONNECTIONS ECTIONS TO EQUIPMENT BY OTEiERS i 1 C.W. -,,, TO BE VERIFIED BY SUPPLIERS WITH APPROPRIATE SUB COZTTRACTOR. U.W. DE. :IIN.C:W. �]D - „ a . W 140o AIR LINES . r .. ...[..iNG VAL�VrE " _ 1/2" lit H ,T 40n DETAIL_, As sI � I WASHEP TE=IPERING VALVE TT TO SUIT LOCAL CODES. \ 10. DESIGN IS' BASED ON IN<ATTONAL PLUMBING CODE. MODIFY A.S RI T!RED U m � 11. ALL WATER LINES ABOVE FLOOR ARE TO BE INSULATED. COLD t•IA= LINES. FOR CONDENSATION IOIv CONTROL, HOT WATER LINES TO PREVENT HEAT LOSS. PROVIDE INSULATION RINGS ON ALL.. RISE^�.S TO PREVFNI' BONDING OF SLAB TO r SEE DETAIL 18 / A2 i PIPE A.'�1D ALLO[q 'IOVET'IEINT . S GATE VALVES / . f MIXING , ., ., �, VALVE OR CORRAL) E 3/4 C.W. UP To ROOF WHOSE DETAIL (FOR' RR ) ,SLR.}:`c r. rOR f' ILl . 12. A MINIUMN OF 20 IS REQUIRED BETWEEiv ANY TWO ITEMS PENETRATING THE ROOF D CK. m , N BACKSIDE OF PAR.�PET � � MOL-NTED 0 AC � C. I .1 S Ir TI c );� 1 t I L.F NO SCALE c c T T a JA ( Q 1 13: IF GRE,A.�E INT'ERCEp'IIDR L., REQUIRED BY CODE. PROVIDE AND INS _ALL �� •� �•1� � �Y \ t•.o �,1 I ,r . „ LA3/4 r � (140 ) H.W. \ LF r. I c z IREA ..D r `"E- 1`, ��L'7ppm C'!_C)�;v� `�/'1"`E AN`7 iC7C'} Ihr. / � !` C.W. `IO IC�f_ ,7<�C,lIIN}. > ,I \ , , � r c , ,, � _ _—._.-- _-- ,-. f , NTING OF FLOOR DRAINS TO BE AS PER LOCAL CODES. 3/4 C.W. � �, � I�+) },. SUPPLY ��0�-!..I_D 14. VENTING ^ r, f ' : CAI' E.1 ' " , I. f , R _ � � FOR 8 CIJI INECTION 0.. F'�'IC 1. � FOR 1 / ZZ / \ ALL I�.VATOR I ES Zb BE r I IiI;D ,+KITH DOLE FI IX+1 CONTROL r LA 0 . 3 / ' I r, VALVE CONNECTION OR EQUAL. 1 o TEP PERL .� 3 4 W. 40 - r � Inks o: �, o � � 16 . V,ACUU"'1 BRE.AKER� SHALL COMPLY-I.1TTH LOCAL CODES. ALA LOSE CONNECI'IOIvS cSr OT"r-',ER POSSIBLE PO 1/2 EI.W 100 & � �- 3/4 ( T r i, n� d J IT'H LXA.AL CODES ,. I, 1/2 C.�n'. FOR fI!,I�TD SINK � 1 INCC>I`'INC, 1 CROSS CON•TA .I ;NATION �ILi BE PRO ? ECI E� IN C(� fP�IA CE 3/4 C.W. ,y COLD Wt 1 " � 1, r � r .aED BY CODE. 18 . SCE iEDL'LE 4�P1 C MAY BE USED IYJR SOIL. ,�\STE AND VENT LINES IF ALLO' 3 4 H.W. 140 4I , U ; / / Wt\TLR } _ I _ i n� R SEE 1 P3 . PLUI,1BING VENTS THRU ROOD SHALL BE ,TIN . OF 10 0 A. JAY FRO. � ALL FRESH AI. , INLAIES . / 21 ALL T T I STOP & tnASTE.VALUE (SEE DEAL THIS SHEET) / TEMPERING DETAIL. V LVE A / NO SCfu"Lf. 1 S, [E._VE FROM SODA / 3/4, C.W. CONN. TO FACT0MANIFOLD ON EQUIPM .1iaY (TREATED CW) I 3 / 4 C W . TO WALL, HYDRANT IN FRONT OF BUILDING JOSAM ;; 71170 OR EQUAL 2. SLEEVE FILLEREli J .. � R NIBCO 626 OR EQUAL , loll , � i � � - FROST PROOF IN COLD AREAS Q COLli WATER. 6 DL _ . SLEEVE t^ i LONG A.F.F. WASTE DOWN ;. / JOSAM �r71150 SWEEP.�LBOtn' S 4 DIA . SLEEVE W/ LONG STOP AND WASTE WATER - PIPING ISOMETRIC SWEEP ELBOWS FOR REFRIG. N0 SCALELINES. VALVE DETAIL .. ./ i /- W _ , 4 DLA. SLEEVE /LONG SWEEP LBOWS NO S CALE / T 4" S�,EE �-E W/LONG 6 DL4 . SLEEVE W/ I�ONG o � - T - SWEEP EL, ,3v� . SWEEP ELBOWS I i I �I I _ 6 DIA. SLEEVE W LONG -1-- 2 vF_'NT t P IN `'l4LL � SWEEP ELBOWS I l 1/2I , 6,.HSTE � I 2 WASTE BELOW SLAB R DRAIN W/FUNNEL 2 ['L[00 � i SANITARY TO SEWER MAIN 2 VEN l TIIRU ROOF 5 CX)M(PAR 1T'ENT S I.11C L. i 4 C EANOLI OUTSIDE OF BLDG. 2 FLOOR DRAIN U.7 1 I I: /LFNNE�_, SLEEVE TILpL FOUNDATION I l W" -1i. , I . WASTE W/ 2 VENT 1 1/ 2 WASTE 1 L 4 'VENT ,. E � INSTALLP-TRAP WHERE :. f , � r NI'ERCEPTOiZ \ _/ GREASE INl'El-ZC7 PTOR (VENT SEPARATL) FOR HAND SINK vENT BELOW SLAB _ (SEE NOTE ,13) IS NOT REQUIRED. 2 1,,7E1RCONNT.C7ED WASTE FRO' 1 SINK i ` - COUNTER NG ..: ... • , • i Z,r i -� LEAD -� LAP ' • -.\T - - i FL: SINK DRA1I\ VENT STACK • CLEAOUT LAP SEAM, TO BE ELEVATION A SOLDERED EXTEND GREAS INTERCEPTOR E I C EPTOR DETAIL — SCALE: R _„ , 4„ - 1 - 0„ 3/ 2 VHNP UP 2" .: FLOOR DRAIN W FUNNEL II ;} FLASHING 12 _ 2 FLOOR DRAIN i. ; / FUIIi1EL OR 01 p) Z 2x4 BLOCKING 411 CLEANO T , U �8 GA. METAL 2 FLOOR DRAIN D 1P W W/FUNNEL : BAN CLr'� / 1/4 S _Rt. I, 2 II'II.ET O CTRFA.SE INTERCEPTOR DETAI L L SEE NOTE #21 (SEE NOTE 1r13 3 WASTE DC7vdvT SLEEVE THRU FOUNDATION ` P3 WALL NO S...ALE e _ . 2 FLOOR DP L NS OIL WAST E VEN T ISOMETRIC / FUNNEL- NO SCALE SECTION - AA N C N _ ao O N A � Q � w 0 Z w N .. A z o I o 0. 9 Y u o ¢ z " � N cif 1 V � p � C:) z z c� w mQ Q Q C c r G p (n 0 ' 0 O 0 » o. 0 » -o U c 0 0 0 » Y O E » » P C v • 0 0 c c 3 0 c a a 0 v 0 . C E is • r E v • C F P� M C v C C j, C • �a D N C ' • f... C � N , C !V O v, Z o «� A r v O V M « ° N c r A v V _ Y O a d, ° u _C N C A O' O A � ` C ° V I G: w ° d C p 01. ; .0 0 V IM a C a T V o " A W IL IL a _ a i 1 + _ • , t KITCHEN GAS GENERAL NOTES M R E M E N•TS 1. GAS ne RATI1� NOTE: IF A LESSER TY of GAS IS AVAILABLE, UNITS DE RATABLE _ e CD _ REQUIREMENTS .. BY A FACTOR OF 20T, CAN BE USED. .THESE DE -RATED UNITS CAN BE USED ONLY IN AREAS _ THE WINTER DESIGN TEt iP'Q2ATURE IS 15 OR HIGHER.. t e 0 BTUH 4,�iERE _ NAME OF APPLIANCE DEMAND 2. THIS SYSTEM IS DESIGNED FOR A MINIM[M OF 611 WATER COilktl ON THE BUILDING SIDE OF TME WIEER. THE PRESSURE DROP FROM THE M4'M TO ANY APPLIANCE SHOULD i'Ur ,.. EXCEED 0.3 WATER COIlM z t9l 3. THE PLUMBING OOWMC11OR SHALL MEASURE AND VERIFY THE FOUDWING CORRECT AVAILABLE HOT WATER .HEATER 96 , 000 .. -. ', - ; CAS PRESSURE AT EACH COOKIlC APPLIANCE AND HVAC UNIT WHEN ALL APPLIANCES AND HVAC 000 510 UNITS ARE FIRING. • (2) THREE VAT FRYERS � 11 - Sul Q Q WOLF GRILL: 5" W.C. NATURAL, 10" W.C. LP. 1!1 FRY MASTER : 3 1/2" W.C. NATURAL , 8 1/4W.C. LP. �-» • F- 3 THREE F O T GEE 442 800 O vULc.AN HART FRYER.3.7 W.C. NATURAL,10 W.C. LP. t� T:3 1 2" W.C. NATURAL 11" W.C. LP. ..�'"'" HVAC UNI / : � e _ r Nr TOrI'gl, DFIMA;\ID (BTUH) 1,048,800 f 4. BUILDING PRESSURE SHOULD BE 611 W.C. LP MIND-11UM, 711 MAXIMUM V _ t^ 1 11 5 . GAS WATER HEATER VENT MUST BE 10 -0 MINITI�JI i AWAY FROM ALL FRESH AIR INTAKES VA U IT5 _ GAS REQUIRED FOR HVAC N 6. ALL GAS LINES FOR KITCHEN UIPMENT WILL TERMINATE ABOVE CEILING UNTILL AFTER THE EQUIPMENo r^ T T♦ID, THEN E:'_T'END DOWN FOR FINAL TYPE OF UNIT # OF UNITS BTUH EACH TOTAL BTUH TS INSTALLED, CONNECTION. � C 'j,� 0 300,000 600 000 _ o 10 TON UNIT 2 � � l/4, , GAS UP TO 5 TON H.V.A.C. O C Q t ,3 S TON UNIT 2 150,000 300,000 UNIT ON ROOF (150,000 BTUH) r • w � 1 1/2 GAS UP TO 10 TON H.V.A.C. 300 000 BTUH 900,000 UNIT ON ROOF ( ) _ TOTAL DEMAND (BTUfi) 3/4 11GA S DOWN TO 72" A . F . F . FOR ., WATER HEATER (9-6BTUH) ) 1 1/4 U .TOTAL GAS REQUIRED `? /, 1 - TOTAL KITCHEN DEMAND 1,048,800 TOTAL HVAC DE3rrIANID _900,000 2 BUILDING DEMAND BTUH 1,948,800 TOTAL (BTUH) , 11 ,r 1 l 211 BIRD PROOF RAIN CAP R � COUNTER FLASHING SOLDERED WATER- NAILER TIGHT (SEE SPECS CAL. DIV . MfECEANI ) I g FLASHING OVER RAISED CANT 3 r ROOFING (SEE STEEL CURB SPECS: ROOFING ANCHORED Il0 DIV. ROOF DECK �+ INSULATION NSULA ION c.a N. F.P.A. CLEARANCE N.F.P A. TYPE „ a ;+ B11 DOUBLE WALL o GAS VENT 2 1 1 3" L 211 L 112" L WATER HEATER 211 1 1/4' l 1/211 FLUE ,'VENT DETAIL 1 , 41 SCALE P II ', 1 " l 1/2 2 GAS FOR (.�) 3 -0 _. GRIDDLES 442 000 -BTUH GRI ( ) Q TERMINATE PIPE ABOVE CEILING 1 1/2 GAS UP TO 10 TON EEQUIPMENT DOWN TO E UIPMENT DUR NG I . UNIT ON ROOF H.V.A.C. EQUIPMENT INSTAIATION (300,00) BTUH) 4 GAS UP TO H.V.A.C. UNIT 1 1/ g ON ROOF (150,000 BTUH) 3 1 1/2 GAS FOR 3 VAT FRYERS -1 1/2 _ (255,000 BTUH EA. TERMINATE PIPE ND DOWN TO ABOVE CEILING EXTEND EQUIPMENT DURING EQUIPMENT INSTALATION _ UP TO 5TON UNIT 1 1 / 4 GAS 3/4 GAS DOWN TO 72 A.F.F. ON .ROOF - WATER HEATER FOR WATER SERVICE � ~ 3/4 GAS METER, REGULATOR E . T . C . � C 1/4 OVE RHEAD PIPING PLAN 311 SCALE 1/4 -1 -0 _ 2 0 1 1/211 .GAS UP TO 10 TON 311 H.V.A.C. UNIT ON ROOF I 311 J l lj2 1 1/2 GAS UP TO 10 TON H.V. A.C. UNIT ON ROOF. '311.., 1 1 C 2 1/2 1 1/2 O Mf 0 3 �� 1 1 2 C �• • y • 1� n e t GAS METER REGULATOR ETC.` 2 o C �. 2 Ci GAS DOWN TO (J) 2 � e 3 0 GRIDDLES M , ` r . 1 1/;2 GAS DOWN TO w 9 ig r O C Y 3VAT FRYER 11 1, t 112 p w • ° fA / 2 c "' p A. 7 •, y r C FURNl5W $ IN gi/�l- . r I P0Q4,eT5 AT $A SC '1 r r OF /,4il-. GA.5 PIPINq lZi9r-99 AND o2oply, , y is • • INCGMING SERVICE 0 , l 1 41 GAS UP TO 5 TON - 1 14 1 /2 GAS DOL��I� TO H.V.A.C. UNIT ON ROOF 3.VAT FRYER G PiP LNGAS ISOMETRI C • • No SCALEt noun Y. Q� t U a - i 1 T ITEM DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION TTEMF DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION ITEM DESCRIPTION 50 COOLER SHELVING 51 S.S. TRIM 52 FIRE EXTINGUISHERS 53 SODA SYSTEM 54 AIR COMP I R . /BOOSTER PUP 55 -MINERALIZER CO2 SAFETY CHAIN 57 COMPRESSOR SHELF 58 WASHER 59 NO ITEM 60 STORE ROOM SHELVING 61 WALK-IN FREEZER 62 FREEZER SHELVING 63 FREEZER ALARM 64 REMOTE CONDENSING UNIT 65 COOLER BLOWER COIL 66 _ _ FREEZER BLOWER COIL 67 COMpUTERS/REGISTERS 68 PIE/FILET STATION COMPRESSOR 69 REFRIG. BASE COMPRESSOR 70 OPT. PORT. HOT CAKE GRIDDLE 71 No ITEM 72 TOPPING WARMING CABINET 1 , 6 -$" 5 32 -ON HOLD TO COUNTER WAIL soon== F441 46 7 / -10N REF TO RE AR OF VALANCE // 1/ -6 LOCKABLE p I I STORAGE 43 CABINET 1 p 0 52Asc � 0 .� 1 ' TIME RECORDER HAM SINK Q ;Y W/ CARD RACKS BY G.C. i 6 1 EACH SIDE 9 +1 1A 1 I 37 Off ICE SEE SHEET K-5 FOR \ T—L • 77 ,oMf FREEZER PLAN, RMO-f—INS F311 LP PAWL $ AND STORAGR AREA LAYOUT oENERGY INTERLOCK IT-4 1 � LEI i 7 CONTROL PANEL O '' II � COOKIE DISPLAY 1J 1 p9 pr �.J TO BE M"TED 2 THIS AREA I I V O �� 1 F67 N � � 1 � � I El13 — I N 2 FLOOR SINK BY G. C. 22 ® 22 4--t I Y N ❑ ❑ T �I / 47 �f 3 4r 13 10 EQUIPMENT SPACE REF. N - 4 25 6 I 3p I� B F6 aN 18"'X48" 24 � _ � _ - ❑ I 1 5at, -1 �4-TIER I NOTE I i 000000000 \ SEE SHEET K-7 10 � 3 FOR UNDER— 1 _ ❑ i COUNTER BUNS I I BUNS_ I - 26 1 � 1�1K IN COOLER / _ ARRANGMENT � 7/-0'x9 0"x8/-4n SHELVING 511) COOLER SHELVING HI F/_2N /� N N 1— N N / N N / M / /I REF,1 11 6 1 4'-10" I 1 I I�acxrEn 4 6 ELECTRIC PANELS 18"x W 12 • Iz- (4-TIER) 7HAW1INO RACK 1 // 14 SHAKE FY 3511 i _ F. -- simm CDI 1 2 -2 o61 a 51 � 15 51 15 I I 52 6 -1171 _ N , 1 M PeN •-• Lit tJ Ln r 0 El . � Z 1 � rrr- IA7 KITCHEN EQUIPMENT PLAN E SME . 1 L — 1 --0 y 1 V 9 Y lot— Oil i► r � � Q � • N CO N cp C • ,.� N F-- i cn cn 40 FAR Z F= O p -� a . r CD 0 l �R ,J Y ? W`p Lc ° e < ` `• • to ` • C = W U, �$ c � • 0 3 0 0�6= W N W r I Cp m t t t n a yjS A, 4 .. _ N N co _ _ 120/60/1 20A,a 1 0 A.F.F, r %2 O Z — N WITH FUNNEL FLOOR DRAIN I TOPPING WARMING CABINS T TO BE MOUNTED AT6 -0 REFRIG. LINES FROM ROOF MOUNTS D A.F.F. TO TOP OF CABINS (2-TIER) COMPRESSOR DOWN CHASE TO SODA SYSTEM z o w 4 itDIA, CONT, SLEEVE W/LONG SWEEP ELBOWS N r �/ /_O// 3/ -6 4/ _2// 3/ -8/► 3/ _ 8// �.C.W. FOR FILTERED C.W. k DE -MIN. & AIR LINES TO CENTER ISLAND AISLE... AISLE _ 1 � �/ 1// 3 A,F.F, C,W, a .-.. , Cnff �n _ M .. C .. - (2-TIER) (4 TIER) = 00 �- ; a► w oo MICRO -NET - „ SLEEVE W/LONG SWEEP ELBOWS FOR COZ 6 DIA. S 0 C ; Z A. — FEEDER �.. AND SYRUP.. LINES TO CENTER ISLAND «• w w �. O ,/ 53 D ITEM ' DESCRIPTION _tjITEM DESCRIPTION I ITEM I DESCRIPTION 37 FAT FILTER 43 CONDIMENT HOLDER 62 FREEZER SHELVING 49 WALKI - N COOLER 63 FREEZER ALARM 3$ BEVERAGE STATION 50 COOLER SHELVING 64 REMOTE DUAL CONDENSING 39 SODA TOWER 51 S.S. TRIM 40 OPTIONAL COFFEE WARMER 65 COOLER BLOWER COIL 41 CASH STAND 52 FIRE EXTINGUISHERS 66 FREEZER BLOWER COIL 41A ORDER TAKER SHELF 53 SODA SYSTEM 67 COMPUTERS/REGISTERS 42 ASSEISLY'TABLE 54 AIR C BOOSTER PUMP 68 PIE/FILET STATION COMPR, 55 DE-MINERALIZER 69 REFRIGERATED BASE COMPR. 43 SCULLERY SINK 56 CO2 SAFETY CHAIN 44 DRAIN SHELF 57 COMPRESSOR SHELF 70 OPTIONAL HOT CAKE HOT PLT. 45 NO ITEM 58 WASHER 71 NO ITEM CART 59 No ITEM 72 TOPPING WARMING CABINET 46 PARTS 47 ' BREAKFAST CART 50 STOREROOM SHELVING 61 WALK-IN FREEZER 0 0 i o _ � I , L SEAL AIR AND WATER TIGHT SLEEVE — FOR CONDENSATE DRAIN LINE BY I K.E.S. CONDUIT BY E .C. u3 - I ' p J M oI %n u in o) U OH 0 rn i t rn o FOR PROPER REFRIG,& ELEC, LINE RUNS TO REMOTE COMPRESSOR SEE_ SHEET 'K-a DIAL # 4 ko 5 TO 54 2 SLEEVE FOR FILTERED C.W. FILET STEAMERS 6// o (2-TIER) 2"SLEEVE FOR TREATED C.W. TO `n ICE MACHINE c _ `O FFEE FILTER �//A J � @ u F . F'. W/CONDUIT FOR CONTROL WIRES TO ROOF MTD. CONDENSER 55 --- o i (1) 120-208/60/3-30A, BRANCH TO 6g (1) 30A. DISCONNECT SWITCH FOR D, /// 56 ` c� MCD-37 a 4 -O A,F,F, SEE (3-TIER) T DETAIL # 1 SHT. # K-3 CO2 , ANi\S 60 STOREROOM SHELVING �- F E9 SEE NOTE 57 (2) 120/60/1 DISCONNECT 20A. EACH I �o FOR COMPRESSORS a 4'-6"A.F.F. FLOOR DRAIN W/FUNNEL SEE DETAIL # 1 SHEET K-8 a� H.W. HEATER W/PAD BY G.C. r. REFRIG.'LINES TO CENTER ISLAND AND FILET 6 STATION TO BE RUN ABOVE CEILING FROM 0 � COMPRESSOR AT THIS POINT L),, v ,► 6/_4// 1 WASTE a 30// A.F.F.(WASHER) __ CD 3/4't H.W. a 30" A.F.F.(WASHER) °° m ` (4-TIER) 3/4" C,W, @ 30" A.F.F.(WASHER) rn , 0 - 120/60/1 a 3'-O"A.F.F.(WASHER) (3-TIER) N 1 1"C.W, TO H.W. HEATER 3/4" GAS DOWN FROM ABOVE CEILING �1 TELEPHONE HANDY BOX a 5 O A.F.F. ( 3-TIER) " o 4 DIA. P.V.C�SLEEVE THRU.WALL a`10 9 A F .F. FOR REFRIQ.LINES & ELEC.LINES TO ROOF OREd ROOM MTD. COMP R . / 2 -4// VIDEO TRAINING CABINET L SHELF ABOVE, 46 / I I N 2-0" I it II II o COAT RACf< I v D i 3 44 ►/ I � u WASTE Wrz II � I tl II I LOCKABLE VENT IN WALL _ I _ M STORAGE INTERCONNECTED DRAT CABINET PER LOCAL CODE J Q �. 43 W N - \ o0 O // o xaLu � z -_ c er �Q� a 10 A.F.F.O z 0 o Qp (A - O z _ lD •� ,, fA O ¢ - '' d A o O 3 52ABc N o 66 Y � rl UsC uj — i / .M / " V V L_J _ r C 9 v N O 0 o z 120/60/1 20A.a 10 9 A.F.F. � 1�0/�0/1 a A,F.F .., E.C. TO PROVIDE CONDUIT &POWER - w �c ` C O p Q _ � I LIGHTS DOOR HEATER. &CONDENSATE � � i ET-6 TO . _ w o zzoz F611WA�� IN FRE � o a � W o � /_ // 3 I LINE HEATER RECEPT, � C � � Q �9 8 X17 -� H I , DRAIN — // // T 2VENT o m N��N GALv, TRIr1 Pcs, BY'�,c, 3 was E w/ ER AND STORAGE PLAN o _ o �- REAR FREE Z ]62 ROOF MOUNTED 37 IN WALL _ LL I w 3 O w a FREEZER SHELVING °o // o O Q Wa 3/4 c.w,& H.W.40) o r�z o D R000H INS uJ O // AN - WW� a 10 A.F.F.-- ca 51 � W ,--{ _ _ - N / " 2 OC O ¢ ri `�. t o - ►- a z 3 ,� FLOOR SINK BY G.0 SG4LE 1/2 1 O FLOOR RACK FL00R RACK SEE ARCH. PLAN �H FOR MAKE &MODEL # „ 0 3/4 C.W.&'H.W.(140 ) � .. a 20 A,F.F. GAS _ N 2/, - _ 2 9/8// / 9 1Q - . 1O O CLEAR LEAR u: 0 0 i o _ � I , L SEAL AIR AND WATER TIGHT SLEEVE — FOR CONDENSATE DRAIN LINE BY I K.E.S. CONDUIT BY E .C. u3 - I ' p J M oI %n u in o) U OH 0 rn i t rn o FOR PROPER REFRIG,& ELEC, LINE RUNS TO REMOTE COMPRESSOR SEE_ SHEET 'K-a DIAL # 4 ko 5 TO 54 2 SLEEVE FOR FILTERED C.W. FILET STEAMERS 6// o (2-TIER) 2"SLEEVE FOR TREATED C.W. TO `n ICE MACHINE c _ `O FFEE FILTER �//A J � @ u F . F'. W/CONDUIT FOR CONTROL WIRES TO ROOF MTD. CONDENSER 55 --- o i (1) 120-208/60/3-30A, BRANCH TO 6g (1) 30A. DISCONNECT SWITCH FOR D, /// 56 ` c� MCD-37 a 4 -O A,F,F, SEE (3-TIER) T DETAIL # 1 SHT. # K-3 CO2 , ANi\S 60 STOREROOM SHELVING �- F E9 SEE NOTE 57 (2) 120/60/1 DISCONNECT 20A. EACH I �o FOR COMPRESSORS a 4'-6"A.F.F. FLOOR DRAIN W/FUNNEL SEE DETAIL # 1 SHEET K-8 a� H.W. HEATER W/PAD BY G.C. r. REFRIG.'LINES TO CENTER ISLAND AND FILET 6 STATION TO BE RUN ABOVE CEILING FROM 0 � COMPRESSOR AT THIS POINT L),, v ,► 6/_4// 1 WASTE a 30// A.F.F.(WASHER) __ CD 3/4't H.W. a 30" A.F.F.(WASHER) °° m ` (4-TIER) 3/4" C,W, @ 30" A.F.F.(WASHER) rn , 0 - 120/60/1 a 3'-O"A.F.F.(WASHER) (3-TIER) N 1 1"C.W, TO H.W. HEATER 3/4" GAS DOWN FROM ABOVE CEILING �1 TELEPHONE HANDY BOX a 5 O A.F.F. ( 3-TIER) " o 4 DIA. P.V.C�SLEEVE THRU.WALL a`10 9 A F .F. FOR REFRIQ.LINES & ELEC.LINES TO ROOF OREd ROOM MTD. COMP R . / 2 -4// VIDEO TRAINING CABINET L SHELF ABOVE, 46 / I I N 2-0" I it II II o COAT RACf< I v D i 3 44 ►/ I � u WASTE Wrz II � I tl II I LOCKABLE VENT IN WALL _ I _ M STORAGE INTERCONNECTED DRAT CABINET PER LOCAL CODE J Q �. 43 W N - \ o0 O // o xaLu � z -_ c er �Q� a 10 A.F.F.O z 0 o Qp (A - O z _ lD •� ,, fA O ¢ - '' d A o O 3 52ABc N o 66 Y � rl UsC uj — i / .M / " V V L_J _ r C 9 v N O 0 o z 120/60/1 20A.a 10 9 A.F.F. � 1�0/�0/1 a A,F.F .., E.C. TO PROVIDE CONDUIT &POWER - w �c ` C O p Q _ � I LIGHTS DOOR HEATER. &CONDENSATE � � i ET-6 TO . _ w o zzoz F611WA�� IN FRE � o a � W o � /_ // 3 I LINE HEATER RECEPT, � C � � Q �9 8 X17 -� H I , DRAIN — // // T 2VENT o m N��N GALv, TRIr1 Pcs, BY'�,c, 3 was E w/ ER AND STORAGE PLAN o _ o �- REAR FREE Z ]62 ROOF MOUNTED 37 IN WALL _ LL I w 3 O w a FREEZER SHELVING °o // o O Q Wa 3/4 c.w,& H.W.40) o r�z o D R000H INS uJ O // AN - WW� a 10 A.F.F.-- ca 51 � W ,--{ _ _ - N / " 2 OC O ¢ ri `�. t o - ►- a z 3 ,� FLOOR SINK BY G.0 SG4LE 1/2 1 O FLOOR RACK FL00R RACK SEE ARCH. PLAN �H FOR MAKE &MODEL # „ 0 3/4 C.W.&'H.W.(140 ) � .. a 20 A,F.F. GAS _ N 2/, - _ 2 9/8// / 9 1Q - . 1O O CLEAR LEAR u: 0 0 0 iQ- �—l FINAL MRECTIONS- ROW I CONNECT BU 1 LD I NG ROUGH- I NS TO PREP I PED CONNECT 1 ON ON MACHINE (D CONNECT FLEX. LINE F URN I SHED W 1 TH EOU 1 PMENT TO INLET ON CE -M 1 NERAL I ZE R OCONNECT FLEX LINE FURNISHED WITH EQUIPMENT TO OUTLET ON DE-MINERALIZER AND EXTEND TO CENTER ISLAND OCONNECT (I) FLEX LINE FURNISHED WITH EQUIPMENT TO M I CRO-MET FEEDER AND EXTEND TO ICE MACHINE OS CONNECT (I) FLEX LINE FURNISHED WITH EQUIPMENT TO COFFEE FILTER AND EXTEND TO CENTER ISLAND U CONNECT FLEX LIE FURNISHED WITH EQUIPMENT TO OUTLET ON PRESSURE REDUCING VALVE AND EXTENC TO FILET STEAMERS o • � o 3" WASTE DOWN TYPICAL GREASE TRAP INSTALLATION r72 n r REFRIG, LINES RUN ABOVE CEILING REFRIG. LINES RUN BELOW SLAB ER T N AND - CD REFRIG A 10 Song— , SYSTEM CONTROL WIRE DIAGRAaA (1)208/60/3-4 WIRE-40A, CIRCUIT TO CONDENSER DISCONNECT 4 X3-6 UTILITY y. CHASE (2)REFRIG. LINES FOR LOCATION OF ELEC. ' COIGN , AIR COOLED SODA SYSTEM ELEC. CONDUIT 6 3 _ FOR BOHN JNIT (MC "Y S MAC 6 r � AT OPPOSITE END OF COIF_ OUTLINE OF REMOTE CONDENSING NOTE. - � ^ J PEFRIG� CONDENSERS RUN ALL CONTROL. WIRING ,:.UNIT c TO UTILITY CHACE ON MOUNTED ON WOOD RAILS M � 9 ROOF (SEE DETAIL # _5 (SEE THIS SHEET) 6�I ca FRONT OF THIS SHEET.) 1 WALK- I N COOLER REFRIG. LINES I O AIR J BUILDING 2 WALK-IN FREEZER REFRIG. LINES FREEZER � o O 8 4 2. 1 I FLOW BCO ELECTRIC O FREEZER DEFROST/FAN MOTOR WIRES LOWER C L - CONDUIT DIA. SLEEVE THRu FUTURE 4 COOLER CONTMI WIRES . WALL, 15tE sNr . K 5 Il' Li 5 som SYSTEM CQtmENSER POWER LINES FOR EXACT LOCATION lo 6 ICE MACHINE CONDENSER POWER LINESJL J J wJOCATION OF REFRIG, rO• % SODA SYSTEM REFRIG. LINES W N LINE rONN, FOR `BOHN ZpW cr UNIT (MC QUAY AT H i CE MACH I NE REFRIG. LINES c � W < ►- , i-P'POSITE END OF; ,OIL) _(2)REFRIG.` LINES O , i M < H (2)REFRIG, LINES • , w (2)REFRIG, LINES 3 ABOVE CEILING _ • ,� L C • < o 1p BELOW SLAB i I 1� • .,, - C cc ENTE Wo � N J I S i��. • o )REFRIG 0 • W o , ELEC.CONDUIT LINES I. ALL CONNECTIONS THRu ROOF To BE SEALED wrrTERTIGHT p _ I a� I � 2. SEE ARCH. KMIS POR EXACT LOCATION OF WOOD RAILS • 3 0 CONDEN o Y W CONTVL 2REFRIG. LINES ABOVE CLG. DETAIL. Q WIRE 3. SEE ARCH. PLANS FORUT1LITY CHASE 0w FQ.aWrco Wz tN W � � Z � SLOWER COIL AIL. DET O F REMOTE _ , FILET STATION M - IMIl SF 1 -0 REFRIGERATION CONDENSERS .' � ONLY), ( F T C PURPOSE (NOTE: OR SCl#�MA. i C� � � LACATION OF REFRIG. LINE CONNECTIuNS.FOR ND, LI�AT I t)N OF E'tE CAM FOR BORN PO E Q UNIT (MC QUAY)AT OPPOSITE END OF COIL BORN UNIT MC QUAY -OP SITE ND OF COIL .,. ,aR T-.MINOR FIXTUkE *3u___Ef`JU mini��1��1l�I�il��l■il■■ICI■��I �IYI��I��I��I��I��I�■It■I�I��I DE,D � ID Im mini1� mini�!'! 0101��!C'� i�l� 1111111110MIM�1�6f�1�■I�I� I��I��I■�I�■ICI■��I �IFILTERED. C W. MANIFOLD 9 ... ., ,.EQUIP. LEADS , . , P.C$ TO.. I0 Iv ID OIOI��E�ia�l��l��l��l■■It■'�I■��I . , ., , IO miniPOWIM C'��141��1��1��1■�I�■'�I■��I ID Mimily •�ail��l��l �I■�I■■�I■��lo ' .. ,.,,MANIFOLD : OPTIONALTEMO 0101 -AIR COO1 TO IN. ,..,., SET FURN. W1 LJNIT--,o--- ...., By ITEM 2 0101��41m�1��l��l��l■■I�■�'��I i0 mini��m'��I��I��I��I■■I■■�I■��I Im 0101 ��I��I�SI��I��I�■I■��I��I '0 miniP.C. TO CONN. FLEX. GAS LINE FURN. W/ UNIT & COW. TO MANIFOLD ITEM 11. UNIT PLUGS INTO CONTROL POWER ani-ET Boy #GFi-8-1 !,SEE SHEET K4 AND K-7 FOR PLACEMENT, FURNISHED WITH UNDERCOUNTER SHELVING PACKAGE. Cc fps Ell ml0 �I��I��I��i��l�■ �I��I I}� viol �I��I��I�� ■■It■ �I■��I CONN. FLEX GAS LINE FURN. WITH UNIT .., , .: . CONTROLPOWER OUTLET .: TO..: , . TO CONNECT _ROUGWIN TO EQUIP. CIRCUIT BREAKER & CONN. PRE'WRED LEADS TO SAME BREAKER. 010E.C. �mIF�'�IF�I��I��I� E�i■MI■■ IN P,C. 70 INSTALL FLU. IGAS LINES FURN. *1 UNIT C". TO MNIFOLD ITEM 2U POWERED BY I ZU LIN I T PLUGS I NM Cr)NTROL POW1ER I OUTLET BOK GFi-45A 010 4Oil 14�1��1��1�� ■■I��'� ■��I � Iin PLUGS INTO FLR. KID. OUTUT BOX # I D8-12 min Mimi all E710��I�P.f�l��l��l��■I■�I��I p Mimi INN! CONSISTS OF:(D' DESK TOP; (D' BASE CABINET; BULLETIN BQNRD; WALL CABINET; U�L co! _IF2111 TOP DI■I��I��i��l��l��i�■It■I� INN p i0101��1��1��1��1��1�■I��I�■��I 01�I��1��1��1��1��1■�I�■I� ■��I 0 0 ..... D O . o Iii�UNIT ii . � TO BE CONNECTED To SMA SYSTEM BY SUPPLIER PART OF I TEf4 53,o SODA SYSTEM. l J _ i ECTl�Of�J LEGEND �I�I��''��'��I��I��I■�I■■ICI■��IO.. ,.. p 01�1�� i��l��l��l��l�■ICI■��I 0 �IOI��E��l��l��l��l�il�■ICI■��I � 0101ASSEMBLY �� lm�xv'4TUF2E MNI INN �1mm1m�1Imm1mm in Mimi INEINE Mimi mom 1 1 1 E. C. TO CONN. ROUGH -IN TO LIGHTSo SWITM. AND COIL. P.C. TO EXTEWCONDENSATE DRAIN LINE TO FLOOR DRAINS wit TOBEARRANGED PER PLAN BY K.E.S. INSTALLER m EMIRS P.C. TO CONN. C.W. ROUG*t-IN TO UNIT., AND EXTEND I.D.W. TO F1,F. DRAIN. E.C. TO CON. ROUGH -IN TO UNIT. Mimi Eli= Mimi TO BE MM ON FRONT PANEL OF SODA SYSTEM, PIC. TO e0m. FILT. C.W. EXTEND TUBING FURN. By muLTi-PLEx To iTEm 2 Mimi Mimi 10=ml limmimmim 1mm1mm m in Mini WALL Mm. AT 8'-S"A.F.F. MI NSTALLM AM CONNECTED BY OWNERElm E.C. TO CONNECT ROUGH --IN, INTERIOR LIGHTS,, DOW HEATER, AND DRAIN LINE HEATER, E.CI TO CONNECT ITEm 66 (COIL) W REMOTE wit FREEZER COWRES90RO P.C. TO CONNECT CONDENS-ATE DRAIN POWR FRO1M CEILING LIGHTS REMOTE CONDE UNIT MC QUAY ROOF MOUNTED SEE DETAIL SWEET K8 IML MIN (2) FANS 2.2 AMPS. TOTAL ism&, PLUGS INTO T). C. 0, IS ISOLATED W/ SOLID GROUND WIRE (SEE SHEETS K-6AND K-7) FILET STATION COMPRESSOR 90*2 PART OF FILET STATION. COMPRESSOR LOCATED ABOVE SYSTEM (1/2sucTioN,3/8"LIQUID LINES) (SEE DETAIL SHEET K-S) PART OF CENTER ISLAND. C04WMM LOCATED ABOVE SYSTEM' (1/?SUCTION, IJ4'v LIQUID LINES) (SEE DETAIL SHEET K-8) Immimmim i'm INN 0 '4mu-11 �WAI COCA INN I A M_ m MIMI TOPPING WARMING CABINET Mimi Mimi MIMI IMIM 1mm1mmI IN TO BE ARRANGED PER PLAN BY K. E.S. INSTALLER. miss TO BE ARRANGED PER PLAN BY K.E.S. INSTALLER aim I 11 i � , , I f � I , I � I I I � ".. � I� . - , . .. I I � I I I I . � � I I I I I � I - , � � - .. 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I I . . � � I I � _.•—.+a++...+M•.,...^er..,--•.—,.<.__ . ,_ _..,-._- _ ....y _,., ...:.....tea_:..:. ,... -„ _.-.... i I GENERAL NOTES : � U � L :;� I N � R,A � I N6 I NI;) EX - GV Gover Sheet SITE 4 CIVIL T T � I T � I T U I Ll�) I N 6 I i �1 F O R M A T 1 ON : PARKING ACCESS PLAN ( 1 " =40 ' ) ALTA/AGSM LAND -TITLE SURVEY STRUCTURE : G- 1 GENERAL $ LOGAT I ON PLAN G-2 SITE GRADING $ UTILITY PLAN HOOD ( 2x6 WALLS/1NOOD I -JO I 5T5) L- 1 LANDSGAP I N6 PLANS- �S ►\foRrrt S1 '7 r 5D- 1 STANDARD SITE DETAILS hNNIS Ml+, 0260 1 m -,Wl P- 07 SD-2 STANDARD SITE DETAILS UTILITIES : 5D-3 STANDARD SITE DETAILS 5D-4 STANDARD SITE DETAILS ©�N�2; (JILL:i&rA al.Y za-,_ R� GA5 UTILITIES : 6A5 GOOK I N6, 6A5 HVAG _ 13I I�,1n+A wh Q� SD 5 STANDARD SITE DETAILS � Newt>fo2� 11AR 6�7`F� _ BU I LD I NCB GOIDE : ARCH I TECGTURAL BUILDING CODE EDITION MASS . BUILDING CODE, 5th EDITION - 180 GMR Q Q MECHANICAL GODS EDITION : MASS . FUEL , 6A5, 4 PLUMBIN6 .GODS - 248 GMR Al Floor Plan Door Finish Schedule umm ELEGTRIGAL GORE EDITION : MASS . ELEGTRIGAL CODE - 527 GMR A2 Elevations PLUMBIN6 GODE EDITION : MASS . FUEL, 6AS, d PLUMBING CODE - 248 GMR A3 Detail Sheet A4 Noll Sections s Details �U I LD I NG DATA : A5 Wa I I Sections Details i I s z A6 Wa I I Sections 4 Details r OGGUPAGY: USE GROUP A-3 A-7 Sections s Details o Q - CONSTRUCTION TYPE : 5B A8 Large Scale Restroom Plan , Interior NUMBER OF STORIES : 1 -� Elevations s Back-up Sup ort Plan Aci Exhaust Ghose Sections , Details s°` BUILDIN6 HEI6HT: 6 11 Roof P I on NUMBER OF SEATS : 42 ' 6R055 BU I LD I N6 AREA T GROUND FLOOR; 2100 S . F. ( GOND I T I ONED) STRUCTURAL FREEZER/COOLER : 205 S . F . ( UNGONDITIONED) S1 Foundation Plan ; TOTAL : 2305 S . F . 52 Roof Framing P I an t 53 Details , Sections , Notes M' DES I CAN LOADS.,' 54 Details Sections ROOF L I�/E LOAD : X PSF MPH) MEGHAN I GAL WIND LOAD : X PSF ( Q SEISMIC ZONE : X MEP Mechanical � Electrical R SOIL BEARIN6 GAPAGITIES : X PSF ( PRESUMED) Roof Plan ai M1 HVAG Plan , Diffuser/Air Balance N 4 Schedules w~ � L I FE SAFETY SYSTEM: M2DetailsN w z N SPRINKLED FLUMEIN �� N YES X NO G P� J►- 0 EMERGENCY LIGHTING : Q . EXIT SI6N5 : X_ YES NO P1 C_ YES NO Rough In - Floor Plan Q FIRE ALARM SYSTEM : X_ YES NO P2 Riser Piping Diagrams < 6:3 PANIC HARDNARE : _ CX YES NO P3 Gas Piping ® � �Q z FAR< I NG SFA ELEGTR I GALOL Q GAS [y. 4121 REQUIRED : X E1 Rough In Floor Plan J Z_ g � PROVIDED : X E2 Panel Board Layouts/Riser Diagrams � � ` � �Q w REGULAR: X E3 Lighting Plan S �3�Q x HANDICAP : X E4 Wiring Details 4 Schematics 0 TOTAL : �� I TGHEN EOU I FMENT mo '' o � � N��v N K i Equipment Layout v cT �� e 0 dj N lL 0 4 ILI . ZZ !I✓ j Ov N ju Of z N W WW Q I � I , N I TY MAF : Q Q ELEVATIONS A4 i/4" - 1 -0 n DRAWIN6 TITLE DRAWING TITLE I A6 SECTION MARK (`J ,y N _ I A7 PARTIAL SECTION MARK H O � i > - � DETAIL MARK M v • of -OR _1 % ELEVATION MARK J FF ELEV ODOOR NUMBER �_ <• DINING ROOM r LEGAL DESCRIPTION : I03 ROOM NAME 8 NUMBER U •/ ® SECURITY OPENING GRID LINE \/ COVER - 6A5 , e 1 1.�i l ` a Ci Al AuNr COFOUN�MD T. BETTYS V POND O ( S _ rt GRgN/TE . R. O Lij O STONE BOUND FOUND OR7 - _ o __GRAN/ MAIN ST. � cuRe RB- 1 v RANi>F cc/ S RB- 1 RB OUT R H z _ . �` _ �T W STR 4 Op,OYy'' NOW or FORMERLY \\ / . z_ GRA/V/ P W w BASSETT LIMITED PARTNERSHIPv / � 2 G0V �a I xx ASPHALT PAVEMENT 10 I PARKING LOT hF/ /�� I AREA SHOWN AS WAY" / t /• STEEL ROD ASPHAL PARKING LOT ENT COURT T PLAN I 75 a / j /j f /�/ // I FOUND a. PARK ON LAND CO I or/ ;/ , AREA OF E, �o 15190—H Nf / / ROPOSED / /� /i . McDONALO'S LEASE VICINITY MAP �\ L.C. CERT 127869 j �r ;� ' / Wh •, ' tbf//' / �//��'/ � / j�'�i',,�� , SCALE: 1 = 800 27869 Zi LOT LC P 27 // �- LAN 15190 L LOT 28 --_1 •i �' �i, 5� ��%' �'/ %%%� � C PLAN 15190—H O.00 rv� CONC BOUND W J l i ' N 76 DENTIST'S ' OFFICE n� w�''• //�/�//,!/,%/ /ij/,� --� o L.C. CERT 127 LC LOT 14 " ,• ,,, 'o _ LOT 28 _ 869 PLAN 15190— N� / o LOT 30 -- L C PLAN 15190—y h 35 HIGH SCHOOL ROADQ , 4 / L.C. CERT�2 869 19'O-y' -----_--___ _ Ctf.ENo. ,DUST l 1 -----_ 8752 O h 1 Z t _ j / i BUILDING O tiERHANG ----------, + /�/ 71 21'40 E 120.00' NOTES: 1. FIELD SURVEY BY ELECTRONIC TOTAL STATION. 2. FOR DETAILED INFORMATION ON THE PROPOSED McDONALD'S LEASE AREA, / ONE STORY MASONRY %/ i SEE A PLAN ENTITLED "ALTAIACSM LAND 7771E SURVEY AT LAND /N RETAIL BARNSTABLE, MA (HYANNIS.DISTRICT), NORTH STREET and HIGH SCHOOL / and EDUCA 770/�/ / ROAD, BARNSTABLE COUNTY, PREPARED FOR McDONALD S CORPORATION, ( m g BUILDING SCALE: 1 = 20, , ►\ ' JANUARY 9 1995" BY THIS OFFICE. �; ASPHALT PAVEMENT % ii v 3. THE PORTION OF PROPERTY LINE SHOWN AS CONTIGUOUS WITH LOT 14, r j 2i PARKING LOT / / ASPHALT PAVEMENT a 35 HIGH SCHOOL ROAD EXT. TRUST, IS FENCED WITH CHAINLINK FENCE PARKING LOT O ALONG THAT LINE. ' r n �° / �; 4. AREAS SHOWN HEREON AS ASPHALT PAVEMENT - PARKING LOT - ARE USED IN COMMON BY THE GENERAL PUBLIC. x : v j 2r O j ONE STORY MASONRY 5. LOCUS PARCELS (REGISTERED LOTS 27, 28, 29, 30, and THE "WAY" " STAND IN THE NAME OF WILLIAM STREET CORP. AS SHOWN ON TRANSFER RETAIL BUILDING / CERTIFICATE of TITLE No. 127869. LOT 30 LC PLAN 15190—H _`__ " •S 66'15'22" W 93.33' N INDICATES CURB-CUT ACCESS POINTS LOT 16 i LC PLAN 15190-D 0 / 1 D&C TRUST 262 / 21 "� m may, ��_ L.C. CERT 127188 RODDEN No. 33594 "� CI TE r / -_a ------ ------ j / �' 'Pf $ (L��/` •`` I LOT "C" I LC PLAN 15190—C , / �, -� ACCESS WAY—> I 3 / N ---------------- ----------------------, I / ————————— 73t7lL7�7F(�QC/Ef?NKA� 1 I [ J 9 / /y I 74 2 / ASPHALT PAVEMENT �5 D&C' TRUST j PARKING LOT r' L ONE STORY MASONRY I L.C. CERT 127188 RETAIL BUILDING / ASPHALT PAVEMENT Cs� , PARKING LOT pO� CONC BOUND . FOUND � YEBLfAN� G �111LD1N�S2 .... . S 66'1522" W 240.40' . • ... ¢----- ,.-. _ ,.,.._.3—_—.,-a_,., .,-,...x• .,:._6...=vs.,, ....— ,s-s CURB a CONCRETE CURB CONCRETE 2 MAIN STREET PARKING ACCESS PLAN >. AT LAND /N BARtVSTABLE, , (HYAIVNIS DISTRICT) . HIGH SCHOOL ROAD and NORTH STREET MAIN STREET and BASSETT LANE WW V Q INDICATES LOT NUMBER ON THE TOWN PREPAREDT # OF BARNSTABLE ASSESSOR'S MAP 308 McDONALD 'S �/ RPORAI lFOR: s. O 40 60 120 v .� 3 ..: - GOLDEN LAND SURVEY, INC. SCALE' 1 = 40' FILE. 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I , .. _ / .. / - Y, . _ /. . - - / - : . . 1 i - .. _ I - ,I 4 v , I - 1 AUNT { . 6 1 \BETTYS } ) POND e : ,. , y�y' rOwN SF-� sCti 4Yo o - . 004 ?o 7- or 1 1q J t J I Oq� NECK I GG . ;; I I. jZ S`, -- ^ I I \/ PROPERTY DESCRIPTION j ,K Ie i� X m I . 1 »�» 1 I IV o I� I HASSEL ST BEGINNING AT A 1 2" STEEL ROD AT THE-SOUTHERLY RETURN OF THE SOUTHWESTERLY '� I ' 1 N / 1 IO �v1w N - PINE ST ASSETT r ) , INTERSECTION OF NORTH STREET, A PUBLIC WAY 40 WIDE, and HIGH SCHOOL ROAD, A .2 on I L I�I Igoa ►- I I I PUBLIC WAY 60' WIDE: 2 = • p p PARKING LOT " , IQ .IWG a >% I THENCE S 18'38.20" E ALONG THE WESTERLY SIDELINE OF HIGH SCHOOL ROAD, 72.96' rn rn �" to ,. ji ' o t---r--� I I TO A 5 8" IRON PIN CAPPED "PLS 33594" AT REGISTERED LAND STANDING IN THE NAME U^j �a i �� fN I 1 ?,� HIGH SCJ�00 RD OF RICHARD J. HASKELL and JOHN J. ROCHE, TRUSTEES OF THE 35 HIGH SCHOOL ROAD y�' �� / gE 3 R.10E 2 -i ' 1 I EXTENSION TRUST, AND BEING SHOWN AS LOT 14 ON LAND COURT PLAN 15190-B; - a 1 ! ?� " �' i I I Z � - _. -a !'2 ' I I 1 if BURGER KING" ( 'Ao THENCE S 71 21'40" W BY SAID TRUST LAND, 120.00' TO A CONCRETE BOUND WITH _j I 308 � , I",y,; � ' - I; \� 1, r,-• ' Z ` , DRILL HOLE AT REGISTERED LAND STANDING /N THE NAME OF THE WILLIAM STREET 4 I a 75 j ° ,� Ij \x" 1 Q I CORP. AND BEING SHOWN AS THE INTERSECTION POINT OF LOTS 27 and 28 ON LAND COMMERCIAL//RETAIL U I U ASPHALT ar I 1 kli �I J m 1 , BUILDING ON THIS LOT I --� WILLIAM STREET CORP. - TRANSFER CERTIFICATE PAVEMENT "o� � R8�56.83 1 \ (� m 1 COURT PLAN 15190 H; I I I of TITLE 127869 i � , �Cc \►-33. 4 I oa I I( 1 SIGN ' r.' �I . THENCE N 18'38'20" W BY SAID WILLIAMS LAND LOT 27, 1 12.50' TO A 5/8" IRON PIN .a N 1 N ! 9 K, 'i I Z' " 4" N T E SOUTHERLY SIDELINE OF NORTH STREET A PUBLIC WAY 40' h I h ^,11, t ,`,6� /Y `�''� i 1 I `f I- r'` 1 ' r l 0'" CAPPED PLS 3359 O H I • WIDE AS LAID OUT IN 1926, VICINITY MA O O - 75 `i I J _ N 18'38'20" W 1 1 b.63' -- . - I of 1" - -----i--- n -------------- --------- — I SCALE• 800' THENCE N 7T18'40" E ALONG SAID SOUTHERLY SIDELINE, 93.61' TO A 1/2" STEEL ROD 1 '� -� . I ,A ,�. R '� I ' ,' J WILLIAM STREET CORP. MARKING THE POINT OF CURVATURE OF THE SOUTHERLY NORTH STREET SIDELINE AT THE •j '� \' , ' , % �1 I I i i� TRANSFER CERTIFICATE O . AREA \ I I SOUTHWESTERLY INTERSECTION WITH HIGH SCHOOL ROAD, , of T/TLE 127869 O ( �O I ' DMH/ I I y ASPHALT O( 308 3,422 Sq. Ft. \ =!&o , I -R=3§.99 �_ ,. W� ' 124 -26.89 THENCE SOUTHERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 30.00, A PAVEMENT NOI a 75 0.079 ACRES "O ' 112'-32•B9 W CENTRAL ANGLE OF 84'03'00", A CHORD LENGTH OF 40.17', A CHORD BEARING OF ;,")I ' � . �� I S &Y39'50" E, AN ARC LENGTH OF 44.01' TO A 1/2" STEEL ROD ON THE WESTERLY ;� ay .o ^sI j z N I t , SIDELINE OF HIGH SCHOOL ROAD AND THE POINT OF BEGINNING. �°��' ; Z.� n j o , � CB/dh;) �,3 . cN I I �� II LOT 28 - LC PLI 15190 H FOUND• ��' LOT 27 - LC PLAN 15190 H o$'i ie ' Z CONTAINING 12,598 SQ. FT, MORE OR LESS, OR 0.289 ACRES, MORE OR LESS. LOT 14 - LC PLAN 15190 B I, LOT 29 - LC PLAN 15190 H "" I!�;�,�� I = �' " ! tih - a� h ST 5/8"Y(RgN I �CB l TB N 18'38'20" W 1 12.50' IN CAPE I m Q R=3s.74 OJ PLS 33594 I' 2 O ' o ). • HIGH-POINT of II h a THERE /S APPERTAINING TO THE ABOVE DESCRIBED PARCEL A 30 WIDE ACCESS STRIP P'' :CONCRETE BOUND I 1 Ie I O S •y •ELEK-37.23' I I I LOCATED AT THE WESTERLY END OF THAT PARCEL, AND /S DESCRIBED AS FOLLOWS: 1 ' � _ � 2 w 1 13 TO McDONALD'S CORPORATION AND IT'S TITLE INSURANCE COMPANY BEGINNING AT A 5/8" IRON PIN CAPPED "PLS 33594" AT THE NORTHWESTERLY CORNER OF I1' Ip I �p V THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT , THE PREVIOUSLY DESCRIBED PARCEL, SAID PIN BEINGS 77 18'40" W, 93.61' FROM THE ASPHALT I �1 a Ar OLE 1� '. f i 'i co /S BASED WERE MADE (i) IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL PAVEMENT i,No•16 I l 41 N REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS", JOINTLY ESTABLISHED `POINT OF CURVATURE AT THE SOUTHWEST CORNER OF NORTH ST. and HIGH SCHOOL ROAD; 1 4,�, 6� �,. h I 1 ^ J p 308 J ��. '��r •, I 2 a! q AND ADOPTED BY ALTA AND ACSM IN 1992, AND INCLUDES ITEMS 1-6 and 8-1 1 ` NC ES 18'38'20" E BY SAID PREVIOUSLY DESCRIBED PARCEL 1 J2.50' TO A PO/NT 7fi 4i1 I� Q, 01+ ) I ' �� h, OF TABLE A THEREOF, AND (ii) PURSUANT TO THE ACCURACY STANDARDS (AS THE E AT LAND OF THE WILLIAM STREET CORP., SAID LAND BEING SHOWN AS LOT 28 ON LAND 35 HIGH SCHOOL ROAD �� ' °'® AREA �11 i I �! e , I ADOPTED BY ALTA AND ACSM AND /N EFFECT ON THE DATE OF THIS COURT PLAN '15190-H, MONMORINc �EXTENSION TRUST 308 �'i� I I �j O TRANSFER CERTIFICATE o t2.59 Sq. Ft. 75 (b ''I� 3f 3 ff CERTIFICATION) OF AN URBAN SURVEY s " of TITLE 127869 O 0.289 ACRES W , , > p��N OF M , I THENCE S 71 21 40 W BY SAID WILLIAMS LAND LOT 28, 30.00 TO A POINT; _ 4 p z I! I 0! I� 4 0�'4� ROBE i� N F THENCE N 18'38'20" W, 115.63' TO A POINT ON THE SOUTHERLY SIDELINE OF NORTH l � rQ' LET 29 n W o I ��`�`` I �' o �.0 F r� . ;STREET; a I •� I LC PLAN 1 r,;190 H ^1' a 11 I. OLDEN III I.��..I I I II)�I I I 1�1.I.I.1 �, ^a tip i � �,5 I 1 'f h No. 33594 � i i I I 16' TO A 5 8" IRON PIN I � ,�.. N 1, ' j ,��o I I m°1' ��s tFCISTER�. ,�I"I. mII'll._"1.I I)._..�I—t�,�.I..-I.0..m.I THENCE N 77 18 40" E BY SAND SOUTHERLY SIDELINE, 30 1 I e Q CAPPED "PLS 33594" AND THE POINT OF BEGINNING. / 4' STOCKADE / ,5 3 - & t; �,y ' I I �(' I "COYOTE" ��Nq1 LAND S� �C a 1),j I!,.'i,!'i)l I�� 1I 1��1 Q:.I z�.Q-I I.��1I��z�j�I*.�. I 1I1 FENCE --- ,.G p .", h n I I i I. RESTAURANT Q 38.26 :} 1 1 4 �I i. !POWER '"TAN. / ��? CONTAINING 3,422 SQUARE FEET, MORE OR LESS, OR 0.079 ACRES, MORE OR LESSS. / ASPHALT 2 i k I I f k POLE -,It I)..�z"e.I;II',II.4 I I...-::_-�.III.�.,=11.,i I�i�". "N*.,1:�C_,�IC_.I I.,-.-1 I,_P 1I II �I...(-._.�_,'I`.___-1. �)I_I.O1 IR)�I_I I I II�I�FS I.. _._,__P�I�-.0�,.�"��D"I�',7I�.- I -_.9.�I I.I;t I!I I� 1I.i II I a,��(L- 71• / N PAVEMENT V I I . pI� . s f ^ x�%_:_IO I�I�_I...I.�I,.1�II-I I-1I�I.I I�I�._. III../�.i/,,I tq ��h,I �Z ' I a i�y —I�_I I I�..,(�..II.I I I-.IIrI.I 4 I.) L.I_._�_._I_W� 16.�`.__)I_I.�I_I I.�-,..I) I_1I�-I p-�1I",�;I III I.�...I.I 1IiI�,I.,,�,, j c' I ' �R ' �� PQ ! r 2 STORY �� oa o 1� �. i/rR� j j 1 <1 WOOD FRAME �, 1 �, 1, ! i z I + i •,- s BUILDING __._:__�'__ 1/2" PIN ro i I II UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE RECORD f' (DENTIST OFFICE) c�i 37 -:_._,___ FOUND: fib, �, s O \` _ , 0 � POL I Z ! I1 FLANS AND PAROLE EVIDENCE SUPPLIED BY UTILITY COMPANIES AND , r. c ASPHALT '� Oq 0 %%No.Is IQ ! a�3iI - PUBLIC AGENCIES AND THEIR LOCATIONS ARE APPROXIMATE ONLY. y PAVEMENT �1)OA'OOR / I 'p ► �h ,` THERE MAY BE UTILITY LINES OTHER THAN THOSE INDICATED ON THIS '" D �`' y`� K. k 6�^''/ G / lt" i2 j"v I �, PLAN, AND NO GUARANTEE IS MADE REGARDING UTILITIES NOT / : �r.' �E, G �. , "�.- QfN I �-� ,, DISCLOSED /N RECORD RESEARCH. BEFORE DESIGN AND CONSTRUCTION, s r a 5 g I/�ON 1 CONCO BASE POB ,�, / M I� o� CONSULT THE PROPER PUBLIC UTILITY AGENCY AND CALL "DIG SAFE" (TIE TO CB/DH 2 / � IN CAPPED" E' LIGHT POLE 1/2" P/N,;b O =36.63 iw I'll, I ,pa\, (3 Z v I 1-800-322-4844 . » 6 . .... PLS 33594 FOUND j... B 6' \ ( ) FOUND AT MAIN STREETS 6' 1� � I -\ S 18'38 20 E 294.44 .____--`_1____. S 18'38'20 E srREEr7�.96 �, =3s.13 0 I WG ti • e , f -- —-. I FULL o I� h P 17, S/L T y CONCRET L CURB 9"�0 O.v CONCRETE CURB 1h2 > ,6 0 T I a 4h. U 11 : 4 yi rO,a -I Z ZONING �� ` ��' 41 -� ' iI .zreMo X" IIV FORMA T/ON : ��x ON S'LY BOLT R;= 19 THIS PARCEL LIES WITHIN ZONE "C" - AREAS OF MINIMAL .rr." .. 0JE' ELEV. - 37.30' Q PARCEL IS ZONED BUSINESS "B" FLOODING AS DELINEATED ON THE NATIONAL FLOOD �+ I I j3 INSURANCE PROGR4M'S FLOOD INSURANCE RATE MAP NUMBER 1 SETBACKS: SMH g� a1 a� ��/10 „P , I I 1 FRONT: 20' -(R CORD) 70' SANITARY SEWER -- �h_---__—__^`' __-_---- ��-- /� h__—__—__-- �6—__—__--- _ �------ 250001 0005 C, REVISED AUGUST 19, 1985. SIDE.' O• --, --------------------- -- �-- —F- 10' SANITARY SEWER . I-2 04 7 ��-'_ —; SMH , 1 REAR. o _ _ _ _ _ _ HIGH S.C. .H. O. .O. L. ROAD — R=36.63 ��\ ' I=24.92 1L. MAX. BUILDING HEIGHT 30' _ - - - -.-. -._ -.-.-. -. _— ,_.-,---,_.-.-. 3s _.-.-.-.-.-.- . .-.-.-._ ` MAX. LOT COVERAGE N/A 12" WATER MAIN PUBLIC - 60' WIDE \- - - - - - - - - - - 1 72" WATER MAIN 1937 TOWN LAYOUT / ��, I ' �ry as 2 01 h , a / b \ MHf -�) as "y h' Ea a ,0 D r :'—_- -- c. -GRAN/7 C. _"�' ,h 0 "5' I 7 67 hl�- = -- --: I 1= � �) \ I I 4q=2. POWER POLE' h �:-, 1 ; i 0 % ' ' i r _ t S • . I . \� -4 I I j CURRENT OWNER: .; .5 ' I W39 J HATHAWAYr ROADP• I I "EXXON" ; j NEW BEDFORD, MA . 02746 STATION I I j x '� . I 1 , ' I f ALTAIACSO LAND TITLE SURVEYNOTES. . f j 1• FIELD SURVEY BY ELECTRONIC TOTAL STATION ON DECEMBER 27 and 28, j - :. 1994. AT LAND IN 2. THIS PARCEL STANDS. I N THE NAME OF WILLIAM STREET CORP. AS SHOWN BA RI�S TABLE MA H YA NI S DI S TRI C T ON TRANSFER CERTIFICATE of TITLE No. 127869, AND IS SHOWN AS LOT 29 N ON LAND COURT DECREE PLAN 1s1so-H. NORTH STREET and HIGH SCHOOL ROAD 308 INDICATES THE .TOWN of BARNSTABLE . No. ASSESSOR'S MAP and LOT NUMBER BARNSTABLE COUNTY 3. PARKING SPACE LINES ON THE SITE ARE FADED. .4. - THE ENTRANCE TO THE PARKING AREA `WEST OF THE SITE IS 'IN VERY , . BAD CONDITION. PREPARED f 0 20 40 60 FOR' McDONALD 'S CORPORA TION .. 1"' , .. . 1 .,.. - ,:':, - - SCALE IN, FEET - , -. ELEVAT ION DATUM IS NGVD 29 .� I I__'. ..I..I 1 1 II I. I.I I. II ;. ,. - :,, GOLDEN LAND SURVEY, INC. „ — , i, SCALE. 1 20 FILE.• . HYA6.DWG :> , 96 JORDAN ROAD ,.. . ;1 " .. '"`' PLYMOUTH MA 02360 J NUARY 9 1 995 GLS 94— �97 ' A , = } : - ` 1. l� I. . - ., - .'..d. 1' , r 2 �- - „z 3' .,>. , , .:,- - .I -,., I -'f � , " : � , � '_ -_ - 1 I . . I 1, � - . .1 - .., . - I -1� I , 1 � I I I� - I � I I � . � � , 1, : I I - �- -� I I . I � � I I I . . I � I ., �I I-7- . r�",ZT",,..,�",-,.,��"".,�"-,,�;I .�" - � � I - I . - .I -�c .1, � 01� I � ,--- "�, . 11. I .I I I ,�.. I - .� , , : -- I , . . . ., 1. � I I- . I . .. - I .1 I . � :_ � . � - I , . � . . . - � , .. , 11 . I .�� i , I I � . I I I , , I I I 1.- , .1 , I .I I I I I I I . I I , , . � I . I . 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I I ".,". ,� , I LEGEND & ABBREVIATIONS � I I � . 0) 0) I I I . i � . . ., I I . . I . - . I . , , _._��_;: ; " � .1. � .1 . . . �_, � ,I � 11 . . I - - I I � 1. I I I � I I I I -1 � ,�:i, �," �,:� "I 11, , " �, ;.-, - I I I .� I I � I I I . � 1. . . 11 . I I . I W . . �- I � I I . I I . I I 1, " � - I � I . � I I I , i, .,� I- : , , " , . , I . I I I -1 . I . � . ,L I . I . 1. . .�.,� . � ?�, -, I v ., L - EXISTIN I I � 1. I I 11 � j, I In -0 , I � . I � I . I . I �� I � I � I . I I -,' ,, ' '" 4:� 1 - 1, - I I � � I . . 11 I � I .1 , . � I . W I I I I I L ., , I I , I . I I I � .11 L ' 'I I .. . I I I I I I . 1, I 1, I I I . , I � � I I I : 14, 1� I I 1,.. "I,",;11:!, 14 . , "� , , I: I -- I, I I � I I I I I I I I I � I . I , I I L . =) I I - �, I I � I I I � . . I � I I , - , , , � I . - . I � I � . . . � . ,, 1'� ; I-- A .. , ,i i�,, .1 "� I-, 111 , , , � I I I I I - I I . � I I .1 . I I I . I I . I I . I I I . . 0 � � . �,�, ,'�:_�".1-il ". I .� I I .1 � . TREE I � . � � . . I I . . I I . . . I � I I 11 I I . I I I 0 1 . � � I I I I I . : '. I � 1- , ''.11 . � I . . � .I � � I . I � . I I I I , 0 �, . I I . " I . I I . ,, ;.,�. I-ly . I (B. , I � . I I I I - � I I I I � I . I I I I- I ,- I � ,, � � I . I . I 0 - , , , ',_��-,,: , � , i, � � 11 ,, I I I � I I . . . I � . . 1� � �-z 'Z . � I ,. I ,i, # I , 64 . . . 1. MCDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. I b-4 I I . . . ,: ",� ,,,� � I I SHRUB 1 � . � I 11 . I . ,� . , . I I � � I I � . I L I � . � I � I I 1, I I I � � - I 1,,�,''.�", ""' ,! '' ' � ' , , G '. t , � . . � I I I CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. I ! L " 11 :I'. .1 ' " - L�' I I . I I � I I I . I I , , � . - .- I I � � �_ I I I . 5 . .;q . . I i 1� I�1: - - 1 I � - I . - I I I I � . . 1 I I I � I I I� ,'I- � . � . I� I I . � � - . . . I .1 �, A , x .�.,.' _,,� , I I : I � I � I tL . � � I I .1 I . 1:1 I 1. I I I - I � I I " I I �,�, .. li � . � I � � . I . I I I - �_, I . '. 1. � I .. - �4 , ;I ,�,i , I I 11 � I I - I . � � I :,�,��j, : ,:, I I I � I I � � I I q I q � I I� " L ' I I . I . , Cq .11 , .1. I � I � I I I I . �j �j, I "I') ' SIGNS ARE BY THE GENERAL CONTRACTER. 1� � I , ;� �': I . I , � I I , 708 . I � I I 1� -I� "I , , , , I I . I I � I � 108 � I 11 .- �,, : 1�_�.1- ., ,�:, ,�. � I I 11, I"-I - I . I I UTILITY POLE I . I I cas . . . . I . I , 1 7 . � 11. 11 a � I . � I I I I - I -I . I,, t ! � ,�.-_ ,4_ , ,,�j�_, ,�:,.�� 1* Ilk . . -I I � I I I I . � �I . � : I.. I I I - I 1 '2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER � , I - : � , : or-4000009000 V , I , HEDGE I I I I I I I ,r4 , . >- - I , - I � %I , , .i..�'-, , I I o .� I I - . - , � � . � . L I I I � I . I . .� . ; I � I I I I - I _ I -I - , I I � "I I - I � . I I . . 1 3. 3/4' EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI I I . �_� :1 � �I - � ., ., � I . - I . G7 - . I L I I I 1 -14 11 , . � . . METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHT- I I ,:, 11 I .1 I � ',� 1�L' j.� .- L" - y : � ' � * . . . . I I � I I I I I I ,_ 1) . I I I � I ,� I , 4, �1, ,�, I , , * LIGHT POLE . I . L � I I 00 N I . VrLLrA,'Lf S77RECT COPP, , C4 - . . I � !i I ". A4 � , � I �� I I L . .11 I . . .�, I � I I I . � I., ING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE I I - I - I 1�e I , I,_��1�,.� , _." , �_ , . I 11 � � . I I I - , I I I �'. ,� I I I I I I � . 1 C14 N � I TPANSF-EP ccPrirrcA-,E : - . . I I Ij 0 � I I I I ,,�'. �.,.�, I � I I � - . "I 1,1,,. 1, ., �I I - � I I "A- I I SIGN � _-a_ r-l" . I 1. � OWNER/OPERATOR. � � . . � I � , � :,��, , - I I I - I - - I � I 11 I . I I . � I i�� , . I_.,,11 , I . -�� I � ,� . . , I I I I -. I I I I � � � I o P 71 TL F_ 1 2;786 9 1 1� I . . . � I , 1.,: ,�� .i.,., I . ,: � I co , I � _�� . - I I'll I I - I I I . I I I � . I I Q 0 I � I � 1, I # , I I .. IT� . 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR ANCHOR I, �I , , 'le", . I � I I I. , ''. , . 11 I I I 4 1 � I I I �, . I . I I . . I I I I . �', "�,"� : � 1, I I . I .I I � POLE GUY 4F I . I 1. I I _j _j I I I . � I I I � 1� . C3 �j . �, , 7,,,� ,."j.,,, , . . . I I . I - I � I . . � I I . .BOLTS ARE BY THE FLAGPOLE SUPPLIER, I � I I :",i.�,, '_ :i:I% �':, ,, . I ,�A I, �. � � I � � . I I I � � . I 1, I . I � � � I I I � . L . . I It I � I I 1, ',�,I L -, , , �, I . � 11 I I . I I I . I - , I � �: � ;_� � , - I . � - I I . I I . . I"� L" I � � I I I I . � i ,:I � , , , I I � CATCH BASIN/GRATE CB I - . %,,t FULL DEPTH SAWCUT MEET & MATCH EXISTING GMES I � I � I Z - . 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT � I 11� � �_ ., 1 ,I ,�, ,, � - ,. ,, , �. I I 0 1 . � \%%� N, _ \*k*.1.1_L1N1\1%1L . * I � I I I I N I . I I . . - I `� �_, , . -, - I . . I I I I I . . � I � . C�71 . � ��11 -1 4 ;�, , �',.' _�,�, . I I . 1. I I . . I � I I , I � . I I LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE M13ST I I � �',�'! . �., , I I I . �L, �� I . L 0 � . I N � I . I . I . I I I I I I I . ..�. ': I , I- - 4 , . . I . � I � ; I I . , I I . Is I I I . 1 . I � � I . I I 11 I 1�1��, -;� � '. I '! ,,,- m. L I , _ , , DMH 6 I . I I I I Q I . I I � - �,",� _ � � � I I I - . ''I I STORM DRAIN MANHOLE I I I . I I � �. I I I � I . � I I I I I I I I I I , I,', I I . ECONOMICAL INSTALLATION. I I � . I I ,� I � i I , ._,��' . . I . .I -_��', , , � I I I I . . *N � � . . I � 1 6. THE CONTRACT13R SHALL COORDINATE WITH ALL UTILITY COMPANIES I I . i -i�,I i I 1. � �, � -, ,!�� I I I I � I I � . . I � I . . I. � ..'�.' , . 11 �- SANITARY SEWER MANHOLE, I , ' SmH 0 1 1 1 IN I I I . - . I I I - . f-J%O, , , I I I I - 1, �':I, ; , I" �1,I��,�L.,, a 1. � . (2) . , , I I I . .1 . � � I .1 I I I TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING � . I ,., , I . � i�, �.,. j . : .� -':,�: I I . I . . C- . -I - , I . . I I . . � I .1 . , 4 . . ' ' I - ' ' ; - . . I I . . I - -Z N_ 11 I I . - , , , r,., _ 11. '1�1�1_� � , , , �� I - 11 ''I I I I � I N I I I I I - - ; . I I I I I 11� .NI144 1--j U� . �� I . � I . Z �- � I ' �, . . , � . � . I .1 -L - .� ' ' - I � . I I I � � . . I I . . , .1 I UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING I . �' - ': , " � �, , , I .. I � � I . . I . � I I I I I . , I Q. -, I 0 =) I I . ;�L , _1� , ��1� I � " ,- I . I I , �, ,;. 11:, , - I , I � I , I ap I N I . I I I � I I I I I . DRAWINGS F13R UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, An � . I 1, I � 1 . � . . . - I I I 1 . . I I . . I I - � . 11 . I I I - o--4 C3 � �. �, ,' _." : �, I I I I . R&R E,4 1 . I I � ',,,,� ." � T�:�,� . . _� f? BOLLARD . I . . I I � ,� I I L- .1��i,� ,- . �, : . � . . � I IN I . . I I . � I . 7*04N - . � I I � I 1�: 11 ,�" -'Z�, 1, - ,e'-' � I I I rr� , . I I . . N I . I � I . . I I 11 . . I . ��I .� I � . I , - CIRCUITING. . I'_ >_ . I I I ,, I I I ,. '. �: i ��,V., " I- I �''. L I . I . I . I .. I � I I I I � �, i� ".1 ; ," .., . I I I I S'cA,� 4 1 1 L I I . I �� ,Z�'Lll �1,,:,,I "I� � �-6-, WOODEN FENCE -0 I I N I I I . I I 111.1 I I I . I � 4 7 104 , 1 7. ALL ELEVATIONS SH13VN ARE IN REFERENCE I 0. < � � . ,�-, ," _ &_ ;'_ � . _�� ,, . �, . I . � I . I I I . � I . I , I I I R=3' I I I r . . � �� _j -I 1 . I I L.' I',,- 1,�, �� .1 - I � I � I � I � 11 I . I � - , '11 .. . I I I I . - N I I � " . I , � I . I .1 I . . I _ I 11 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT I 0� , �, ,, .1, ,, j i , ,�.�., *i. I , �I � I � .,, , � � I � I I \ I I I � . I . I � I O�c, . I 11 I I � I I I ,. . . I I i I� ._. '71 - -1 . I . I I I . U Lij e .1 . , I "�.,i111!1 , � I�,, 0____,1,�, � -0- I I. .I . I � I - I k CONC (;URB . GROUNDPREAK, I I . . . � lo.,�,� � , I � I I . � � � I � 11>47�41� I . I� � . . . .� � I I CHAIN LINK FENCE . I I I I . I .1 . , . 1, I �-, 11 I � . I I I � I I 1. � � I . . - I 11 � I - 1� � ,Q, 11, , , , , I � I I . I � I I 11 � . I I � , i -� � 1 \ I � I . . I 0 i,_ ,." " % ,,, ;, "'. � . I � .1.� I I I . I. I �e �. .1 I I I IN I �, I . . I BITUMINOUS PAVEMENT I I I W I I I I S. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH � I - I I�" "� !� I ,,,,, ,1,, .,�_ I .- - � .I I I I I I I LW s-4 � ,; i, ,�� .', L", �,�" % .. I - y- I WIRE FENCE � -X I I I I I I 1 0F) . I( . I � .-� , ,, �_ _, ,� .�' 'i. I I . I 1� 11, I 11 � � I \ . - . (SEE, NOTE�2 1.) I I I �. I � 11, d, � . PAVEMENT, I P 0 11 I I �I I �% I 1.." � . .. I I I " I I . . i � I I I . I I . � . I <I . I "11 1� � '�', , � � � I I I I I . I I � I � � R-5' : I ,,__?� - . I .1 . I I I � . I I I �� 11 , � :.,- 1. .1 . � ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6' BELOW I . . �'� � , I �, i I I I I I I . � I \ . I � I . I � ,4, I I�- I - 1 9. 1 1 11 I I., �� I I ��, �al 11 . , : " � i . .-W . � WATER LINE I p I W - I . .I Is . . � I - . � '� 17 I I I I I I , .. I ,� ' - I I" :' ';A I �, I I '. � - I I -*-, I I I I . �� ; � I � I TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, I : �� `_, .� I I I , I � I � . '. . , ,� I ,�_, I - ., � . �� I - Z! I . I � , I . -1� .",.:,,�-,� � � 1, , . I L ,� I I . I I - I I . I � \ I I . I. I I . �, IV . . I I I I I 11 .1 �11 "', �, , L�.,': �i ,. ,i _� I I I I � . � I NK . I I I � I ,� 11 I :, � - I � I . 0 � � . I I � . 1. , " I . I 1� .0� . I . � I I I . . . (o) t . I . 1 � - - S \ , . � !, I I I ,. , " " , i; .1 r . - S - SANITARY SEWER , I I I I . I � 11 9 �, I I to 4. - I I � I � � ,.,�, � oz, .,,. ",I,,, , ,�,:��,'' . . I - . I L I . I I I I I I I I I \ I I I I � . I 1 . I., I I . I .I*-- #Ajj f 1�q I G Q Ikj 10. LOT LIGHITNG CONCRETE FOOTINGS TO CONFORM WITH THE SOILS . I IL 1, , , I � �4� .,�� - ' ' , I , I I I I � . I I I I I . - .1 � � 1. �� 1,ri�. � I"t -i, ,,l��,,�� I I I I � I , I IN PAVEMENT . . I I . - � I I I I I .. I . I � 11 . �I - . 1,::, � I I .1 . � , .., . . i.�:L� `�,___, ..'L' I �, . -S'T I R , - D I � . � . � � � b � A � I . - I I TIONS FOR THIS PARTICULAR SITE. � � . . I . -_ �, I�, �', . 'iet X 1� -il , I I I , I I STORM SEWE , I . I � IN STRIPING I � I ., � � I . 46 1 (" f_� .4 1 . . I - ,. ,-1 . - � . ,� . I . 1. ,. I I 0 . � I � � __0_ I 1� I . .,� I � C14 C� 1 C�4 114 B ONTRACTORS'SOLE RESPONSIBILITY TO OBTAIN ANY AND I I I I � -�. ,t:""- ,�"" _ " .11 I � - I , (,, , L 4 , � � I UjN � I I - . 11 I i � ALL CONSTRUCTI13N PERMITS REQUIRED BY THE STATE OF MASSACHUSETTS, . � I 11�1 111 ,,:.e,.1�.':,1k I ,��.-I" - . , , , - I I 11 I PAJT�VING LOT'" . � . 11 -1, , '' - '� � , , . , , � , GAS LINE - _ G I . I I \ . I PAVEMENT I � . I 3 . . - -I ,Z� , , � , AND THE BARNSTABLE COUNTY D.P.W. PRI13R TO COMMENCING ANY WOW, I . L "' 'I'll, -, , � � .11 I I I I 1� 4 SPACES 0 9,x i 9, - I I - I I a . � . "111 .11, " 11 I . I . \ R-2, I . . I .� I I I � I � . .� _ "'" , . I . 2 I . I STRIPING I, ft-0111. -�j I t" I I I � I , , " I - . I I , "' - I I- - "I I �" . 11 � I . , I R=5' R-10' L I, I I I I I 11 � I r 1 6 . . .I I SHALL SUSKIT'CATALOG CUTS AND/13R SHOP DRAWINGS . I I,� - I I 11 ,;.,�,I�, � .11, , , . ,e , __ T � - TELEPHONE LINE (SUBSURFACE) I I ON I � I . W I ". � I . 1. . . 12, THE C13NTRACTOR '' - '' ��, , I .,1. , L. .1, " ". , e - I I � I � � I . . � R=5' I .1 I �,j WG . I I F13R ALL MATERIALS USED F13R APPROVAL BY THE OWNER. I 1. -I.., . -, ".1 I`11__1_;� r�,, I 1. -1 ,. I., . � � . I : I . ON I i I R-3 I , R-5 - R-5' . I I . I - - I - � I . I I I . . I �, , ,. �",, ,, : - , '_.- 11i, , �� I I . I 11 . . "I , , ,.", ..,"� � I . I � � I I. I I I . I Z\ I R=10' . � I R=5' 81 11 I � . I � ,�1�, I -. "'', . I- � I-% I I 11 . . � I I � , 1, _' , ",:.:�'1'�.� . I . . I O-HW ,� I OVERHEAD WIRES I I . I- I I , I 11 I I. IN, � & I I 1 13, ALL CONSTRUCTION WORK SHALL BE PERFORMED IN THE DRY, THE CONTRACTOR in , . I .. . - 1.I,1;,i,,,�r,11, , : lo,, I. � ,�, -,- , � I � .. � � . V)N I I I . I � . I 0 SHALL PROVIDF_ OPERATE AND MAINTAIN ALL PUMPS, DRAINS, WELL POINTS, W ON ,, I " I I 1� , � .1 I , , I . � I I M M.. - GA I -, I I -1 � I .I ; 'I, -�_ � ,�� . . .1 , � I . R's . i I I i ,- : t ��-' 7 'RUPfiE'R i<'r,1'VCj' SCREENS, 13R OTHER FACILITIES NECESSARY TO CONTROL, COLLECT AND DISP13SE �_ -�, . I � �, . � � - : 1 I I, - I . ,�_ , , - "", , . - � . 1 . I I - I � LOT LIGHT I �1 0=0 1 % UJN I I � 1 3. � 17� X M . . I I � I . I �, �� 1 , , , ." . - . I 7 . _:� =) I 1, p .. CE c, , I I I I OF ALL SURFACE AND SUBSURFACE WATER ENCOUNTERED IN THE PERFORMANCE OF < ON � L I ,�.,, I � I � �,i":�. al .1 : ��_ - _� 11. � , . .. . I . I I I . I I I I I I � I I X N . . I. .� . 0 L) - K-3, I T _ I I . THE WORK, I 1 -4 1 � . I I I : I ,�. I I I_�L'I L, I - - , . I 1 -2.3 � I I , -4: .i I I I I I � . . I . 0 � .! � jj . P 11%. I � . , , _ I-I_ � �:I I .I ., I X'"X I .SPOT GRADE Q I r . I . I . �I , ,� �� i._i, , , I I- I . I �_ z Ir? . . - I � � ..�, , ,; is,',.,,, I 11�� . I� x , .EM I _\ 7.0' 1 6 ,,, Q I - , 1 OPE . . L . 4, � , I . I I I. ., . I I � I � I I I I . � -ok" . 0 I ;0 I �, V 11 0) TH SOILS TESTING FIRM <SECURED BY %D :1 " , , , � I , � I I L I 0 . - , . W � - , ,� �� i .:,�4': . '�� ,, � . : I . . - � . � 2 I . - � � ,ASPPAL.T .00 -3' 1 , . ,, OWNER) TO PERFORM CONT NUDUS SOIL COMPACTION TESTING FOR CONFORMA14CE , I I . �; 11,�� '_ , %, "o I I I I .. _�_ I _�� Rs - ._� . _ 5 I � . .. .� � I �I, I I, I� I CONTOUR , 6.5' Z I I . 0 5 � � .?' -PA V_VA4E_N T , R z I WITH T14E SPECIFICATIONS, THE CERTIFIED RESULTS OF WHICH S14ALL BE 4 L ,. ,I� I 11 I... ,, . " . I , � .�,', . :" I I I I I �. I I I � . 1 I I . I I - . . � . . I I I 4M R&R -__� -C I I 1, 11 I SUBMITTED TO THE OWNER ON A WEEKLY BASIS. I I I I I � �-'T �.,,, � ,,,, ,'� ,1.,� � � I.1,.1 I � . . �:,. . I \ C0&4�FPCIALIIRETAiL I . I R-5 I I � ., . . I �, 6) 1 :�� i� I 1 . I I L . I �,' �' ' � I I � I I I i,� .1.1 I I I I CUT &,MATCH LINE I R-5' I � � 0 � I Q-1 � I 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAIN- .� f :r ,r' - � " : , � � � � . I . . � I I � � . I� I , I I � -�:'r �1' � 1, � I ' 0 1 , Ce - . P, I - , , :L -,4_ '' , - � I � RLPLDING ON TI-I(S L 0 r �Is I I I TAINING ALL TEMPORARY SEDIMENTATION AND EROSION CONTROLS. I I 1. - . , ",",-,��',-,%,,': L I " 11 . 11 I I I I � I I . X\ 1 24.67- - -8.5' � 22.33' 21.67' - 12.17' i . . I I � Sr5N co I -r' i I I � I � 1. . i- � I I - 6 I 112 - (01 r-36.5.3 . . I I � , , �'-,�."I ,_ � . I � I I . R&R - REMOVE AND RELOCATE � I . I 11 N, f-- - _2- I I � 1-33.54 - 1. 16, STOCKPILES 13F EARTH MATERIALS SHALL NOT BE LOCATED NEAR WATER- � I . �� 1% . I .1 '11� - -,."'t , .-,�- I -1 I - I - 15 � I � 0 . W , I � I I I I ., I .1 I� 1 I �., � . I . I 1 3 1 . - � . S t3 WAYS, WETLANDS OR ADJACENT TO DRAINAGE STRUCTURES. I I � . . I I �� .1 .)� ",T:', .,I I I 11 , I I � � . . I N t., � 1! I 0 W k I I � I . 4 1 . ; :1.1 I. � :, �., � . � . I �I I � I I ,�� I I 10 :� R&D I `!_:� � . I I ,:, 1._� 14�:� ,- , �,�,I� ., � .1 , 1 11 .- . � . ., R&D - REMOVE AND DISPOSE N . . .1 � (n XL z , . . 17. THE INSTALLATION OF THE SANITARY SEWER SERVICES SHALL BE PERFORMED IN . I I � -,�,i., . I . 11 � � . I W b I . . I I . L : _. I.,I - .. � . I � - . _-, . I � . I , . � 11 . -, � , 1, � .". I: I � . � I � . " I Z�\ b I I V) 0 1 I- . I I I � � 1. . 'i�.rL' � - : I 1- . I I - 30p, � Cq I � . " I V)� � � . I ACCORDANCE WITH THE RULES, REGULATI13NS AND SPECIFICATIONS OF THE � I ., I I I - I I .11 'I, I" I � .� ,� . - -,�, , , 11 . � ( \ I I ") 0 � A .; . I BARNSTABLE COUNTY D,P.W. \ � ,. . - I , 11� , 11 I 1 . �. - ,; " � - . � - , I ,.� I I I � .?K I I I .?� I 0 L 75' 9 in (31 1 i I I I I I I 11'. 1 '. � , � �: � " ..I .I � . I I., I . I I . \ 0 � . 0) I I . 0 't I . I I I I I " I I i. ', "". ", � I . � % I 11 I --------� I - I af - . . 28, UNLESS OTHERWISE SPECIFIED, ALL STORM DRAINS SHALL BE REINFORCED I . I ,. � I - � I � . N I 8*38'2Cr W Z I I .I � I .�� I , , 1,.'.-� ,-;,-:: � , ! I I � I . �� I� I � 1__� I I N - I - , - - - - Q '� I r � I , �� , � . 1�, - , .,,�Ie ' e' :'� '_ ." ,',,I�I I !�. I� I I .I.� . I I . I S TRUC T CCT,P W I 0 . I � . 0 0 1- _.; . - V ZZ..072', - , a *-�,a I I CONCRETE PIPF_ CLASS 111, WITH ALL EXTERIOR JOINTS MORTAPtD. S " . � �� , , ,, ,,11�� :�,',r:,"i- � , I . 1.1. I I 11 V/,rL L fAM P. I 0\ 0 � 85' � I IL I 1 15.63' - R-5 I � *, , I, '_� I . I - Is . I V) . I-"�:,�,., :, I 1� 11 .1. . . L . I I I 7PANSF-EP ,CE'RTIFICA TE :j E2 !� . I W I � 9.58, � 1. I � 11 . I I * I I �b I . � I I I I . .1 I., �� I I � ,"r' I �' o -1 I I I I 1 4.. r- I N � a. - '.DRAWINGS OF THE WORK WHICH I I , � _ I -1 . 11 � � I I , - I � . . 4j 1 ,V, I I I N THE WORK AND SHALL SUBMIT 'AS BUILT I r "IL 11 11 ,,":�,:I�'- , . I � �, . ,� I -I � . I � . I I I � - :�L,!,,� k I � � I i I I .... ,:I I - I I I I I . 7ITLE le?869 \ - j� M I � - IM, I 0; . SHALL BE CERTIFIED BY A MASSACHUSETTS REGISTERED PP13FESS112NAL LAND I 1�. � _ , , __�_,I.11�1� " . . . . , *:�- I .; I SURVEYOR. - - . , I -, 1 . � I . I � � o F 2 (Yr I at 2 HANDICAP $1 w . I - � .1 I ., � . - , 1� I I .�_ . �.1- � .1 I � I I I . D I - " "WIM 1 2 U -1 .,e I I I � I .I - ,.- " * "-,"", '1_ ,I . 1, I I � \ I (n V) b., . "I :I 20. ALL WORK SHAL DIG INSPECTOR I ,.� I I I � I � , �I,t", I I .. � � I . . \ I I � I 1*0 1 0 ' �MIWIMIX Dv� f ct ,I.- td �., I �, , , I 0 I to ;_0 - TRASH . , P;,3�. j , SFACTORY COMPLETION. IN NO CASE SHALL THE INSTALLATION OF ANY I 1,�l, , 11 - 11� , , I , ,�, :_� . . . , , I - � , " . "- .I � - , I 11 I I % N I . I '�, I , - I SHEET SD-4) 0 . 2 1 99 1 TO INSURE SATI �� 4z; . 'I, I I I ''i � r , - - . I 1, I r I , I . I I . . . � - � - .1 I I ., -� 11, I I., I I I - I . r I ENCLOSURE . I . �to :* I 1 24 -26�69 . IMPROVEMENTS BE STARTED UNTIL PRIOR NOTIFICATION IS GIVEN TO THE TOWN , 9; . I 1�1 1.1, I � �� ." , � " 1, I I � � I I I . I .1 � . 11 .4 6 6 �- � I ENGINEER . 4-to 1 �, �';_ , " I � � , I I . N � '42 6 1 r I lq� ,, 14 �i.I :I- I -� �T � I . I I I , " � � I e ; , I . � L 'P � . 00 I I" J _Q I � . 1. .� I .1, I . I _n , I . , \ 4w. 1 OR BUILDING INSPECTOR. AT LEAST A 48-HOUR NOTICE SHALL BE GIVEN TO THE TOWN . I ,�, ,,, �, � el w,"� 1. " I I� . . I N I . I I � 1 06 1 � - 11 - . , I I "I " I-, I 0) I 1. (S I ENGINEER OR BUILDING INSPECTOR PRIOR TO ANY SUCH START OF CONSTRUCTION. A - I � �, I ! .1 .. .1 % 1. I I I I I � IN . -, & I - _�'.,', . , � ; I � I 0 - . .- .. U � ,'I, � - .� �. - . L . I . .1 I . I \ I � I L - . I � I I I I ,.� � ':I.,. �. .- ,� . I . 0 � L n . � I I I . I I FINAL INSPECTION 13F ALL SITE IMPROVEMENTS, UTILITIES AND GRADING VILL BE MADE - . -� �;,� �. �.� , , I ��11 I . � -, ." - I I I 4 � . . I ,�":. ','�"." ,�� . . . I I I I I I " '�� ml. ", - I I. I . N I . _� I I � I ts � - -1- :�_.�;:: I I R-2.5' 11 � ��`,�", I , I I I � I -� TO DETERMINE WHETHER T14E WORK IS SATISFACTORY AND IN SUBSTANTIAL � � , .1, � . - � I � I I I = I . PAVE I I , �1 . I I � . � . � I . . ,��, , I _ I - I � I I " I I � N -=13 R 5' , � . �� ,, I I ,�,_ , , I I I � I � amma- , - R&D � . I r I '11" ,� �,, 1 . . ., .. I � ., -� ':L ,:�i , - I .I L . I .: I I , R-10' CONC. - I 0so, ... . I'* I " STRIP I . � A . I � r I I I . .I�:. I I,. - ,,--, ,,��I" _:1 I , - N CURB U3/4�7 . J� , I � f ' L I .1�% � L- I . I I . . 00. . . - , jr� TOVN SPECIFICATIONS. I � . � I _� �.. - 4 1 1 i I . I I � CONC. CURB � % 4 " . k�� I I . I � I il , - - ,,, ,r'_ ,,._. ,r "� I 11 . 1,� �- .I I � 1 5.Wl to .,�A . _� � ; - �� I �, I � - I I . I . - , ...� , � '" , I . I - I T \ F'01-INO N I e6r'3 8'A - I E�kz 11# Ik I LOT 27-LC PLAN 15 J`9 21, R&D - REMOVE & DISP13SE EXISTING ASPHALT PAVEMENT A14D REPLACE WITH 14EW I ., " I ,"�:,-,��.'�"-,- "I," , � � " 11 , I . . I � - - - - - - - - , - - I I - -_ _____11_ %I - - -_ - I - I I I � . . I : -,, I;, " , , ��, .. .� 'I', . I � I I I N , I - - - -� I I . --b . -A . .: ..�4 1 BITUMINOUS PAVING AS DETAILED & SPECIFIED I . 1. '1� ,�� ", ", 4__ "1, � 1�'n'. I", I 11 I I � LOT 14 - LC PLAN .15190 9 I I I " : . I L I , � I t, 0) I I . I I 1 12.50* � I � . I " I � "� ',:_ -, . . I , '? , , ,�. � I I I . . . � , I . � I .1 . � � I, . I I .11 ,. I �� ,��.,-.!',' �- I � , I I. . I I I I 1 5 , - .. ,� 4t.z 1_. R;a4v I . I � � . I 11 . � I . � , .. 11,- - -�1�''�� ,.. , i, - , . I � . ., I I I 1 4. 0 I I ( Nr I I . _' - ", , I " - � -� :1". �,� ,: : �. . . � - ,�, 11 N. , 4,50' 1 . I . . 1 � . 1 , . _ I �,-:: -1 I I- I - i I . 1� . - . , @1 R) RT, I I I P--,,,,74tu � I . I I I I I I , , 1 1 1 11 I , I . I I I I R-3' .. . 1 � I I a- , . I � I . I � � - I I r I . _' IL .1; I ?,':".�,�'i�, 11 - � - I . I I I . . I I I I �� * ` � . . I I � . �,",I"�'�4 - .� - % r I I I I,, � I I � � � -I.,-- e �e . . 11�t_ � I ,� , , �.�, ,� I- ,� : I i I I . I I . I � 11 I I , . I I I I I , . . I : I %� ,� I I I I I scr ,48' ilp I . . I I I � . - I I:. __.�,,� ,",,�!�,�, �� - I . � ____ - t , - �, I I " ,'. A. 1 I I 'I, � I , , , I I I . . . I 1 4� 1 . �,A4 P F) I I . . ,, ", I , ,� , I I � . I ?'" � � I � I , � ,,�J", I r: . : ,;6 ;,j�,,,, .1' " %' � r, � - . �; I I I 1� T;PIA 4 2 . I - I!�,�-,�t' � I I I : _ ,1 , ., _1 �,I" � I I I . . � I I I ; i . Q�* - I v I I C,z Iq 'r3r5tQ4, � . . . @ , _ � _ ,, , ,�, I I I - I I . � I 1�� I :, Ily - . I I - _ 11�I"�.,�,�- 1-� li, . I . � . _. . . , . � " r "I I , � � _�I , 1,�,-,� ,� , , I I . . #41G$4_P0jYT of / M I I I ,'� Q; I , .1. 0"�,� ,,,-o 'I,-#.* I � . 1 4 . 11 I : PAVING SPECIFICATION I . : -, I j w". L ' I I I � . . I I I .. I I I � CONCRETE POUNID X '4 ,# - . 'I - � I I I .- I , ,,�i i- . .1 I -� - I --�. �L . I- 11 I . L I I I � � . I , � - �. I I .1 I - 1, ��-1 0 1 1 , 11 ��i,�:, ,,''_ '':, 1�' � � 1 . I I 1, I . I - . I I. I !. - ,-) W e3 I I . I , , . ) V_ � ' L�i f ,"1�., I I I... I I, I i I I �I r I � I I I ELEV.-37.23' ------" 0, . ; , I I I ,I I ,� Q IC I I I " - -1 , " I 1% . , ., . . I I . (MINIMUM 31 TOTAL COMPACTED ASPHALT THICKNESS) - I � -_ � ''I I , 1i _`,,�,�!i� "eii .:_ � ��. . � � I I - � I I - I . I . � - 11 el � � . I . I I I -> I I - .1 I �_ r'' ,, ,� "I r, 11 I.1 � ' " I . . I I ,: I , �:_,�,,,'.,. . ' � ' �' r" .1, I 11 I I �I . I : I I . I I %, . I �. I I : I I I I � I o S '� ., I , 1:1:�., �': , 11 . . I I � I : i . . � I . - I 11, � I I I... .I �k, Z' j� I � I I I : 11 W , " � _.'", " ,, ,�',' .17, I., - , , , , � , I � � I :1 , . I I . .1 , I ,:, � � . I , I I I I I I . I . 17 . � 0 .v � . I I . . � 1, 11 ;-,,�; -;,:, L" I I � I 11 � . . I � . . I 1�. 0 1. � .I I P, . �1� �, 0 , , : - - , , .� -`,�-- ,-.I"I . I r,.I - ,., I � I I � . I . -I I I . � I - � 4 i J_ N I I t ,consist of a 31 total thickness of : !i, � ,-I. , - 1 i, , " ,1.� I,".,Ii,��..1, .�,, 11 - . I I I � I '. z " :z=j 1 � . . I 1. I :., _��. , i- , �,, � �_ I I � 4 . I I � �� I . . . . i � L) � . � - I I . .,". :,�,�., ,e.,,,,,�� I I , I . I � � . . . j I I I I I,, .1�." ' ;"' _ �, 4��_ I �1. 11, . L t I I . I � I . I ., I � I ___--� ASPHALT, . I L . I I I I �. . I i I - I I I I , , ' �� , _ I . I I . � I � . - I I � � e 11 � I �`_' -_ '1'_'�L I:-- ' �, ., " � . I , . � I . I , AASHTO Type I (or equI%ia%l nt State Highway Spec'.) I . 11 ,�, ._A,� , � � � . . I .1 I I � I - - I I -1 � cl , & I I I �I -�,-, . I - � r I . . . ,:i I 1, U � _"._� i�.�,��j,�1�1 . . I . 11 � (' 308 , A I , I ,I ;� ICL . ��ii �,,-: ''I L- � .- I I I -1 I . � . I . I . I I " PA VEMEN T 1 6 - 0 .� , . 1,'.�:. , I I I �, I - 4, ,4� . � .11 , I I , .1 . bituminous concrete applied in two 1-112' Courses over C] r .. < I ,,, ',� , �., I � . I I . � � - � . - ,7�, � � �. � : . - L I� L- - � . - � I I � 1, � . 7 � . . ��,�';.'_ , "',L , I I . . � ,, I . Z I - - "..,'IL .' , z-�. I . \___� , * �4 Z 1. I . - I I I . I � I . I . �� . ' "I I, � � I : I , � I . I I � I I I . � I 11 , . r I I � I � § 1-4 (4 , I -1. 1,. i�'1,*,, .it,: , , - , I I , .,. . - - _� � egate base. course. . Compact the upper 1 (4 % - - - �,�.� 1�- ,*ik''' ,I , , I .,i� I . 1 .1 . . I � I ; I ' � 10 . � 0 � � . . - . . I ;� 0 - �" ,,, ' I ,,, � S . . i. ADr i � ,, , 1-1 -, I , I- .. 11 I I I I . I . � -iruH ,,TcPaaL F>VAD - I" - , 0 � I . I I I 0 ., , i: t-,* ';".- ,�� I-, I � I - � 1 ,35 i " ,� ,, - . : I I I I -� IN � q - - k I � < - '." ", ,," " I I I r I I I � I . I 1 . .1 - I � , . I , I . ,� � I I . I . , . 11 I . �, - I I - . . 6� I I :�,' ,�, �_,r-, I I - � . � � 'X - I I I I I I , I � I, �. � I �T �.-, . � 11 BITUMINOUS I - . �0 M 1: "I 1�'').,- �,i�,,, `� � N_��- I . I � � I . I 11 I I I TRAN5" _ER C'ERTIFICArE � I . I " - I " " - . � I � I - .I I�� - .� �� ,4: i��. . � I - I ., . I � SF - � . �� - - . pavement binder and surface courses to 95 percent M W , , 11 :,_ - I I I .. � PAVEMENT I I . , , �: , . . I I I I� 101,4K771 I � � ,1 ,-4- , 114�1 1 1 1� (4 , , :,. ,��,- �j j .,_". , - I - �I � - , . EX rENSEIN TRUST � I . I . � . 1'4j 1 1 12' of pavement subgrade, crushed aggregate base, , I �', . _,_ I � I I , , , ". , , , , , , - � , I'( , , " " t - I _ " I I � I . I � I I I � . I �I � I ofe �1, I - � I � I I , I I , .1 - '-;':,-��,, �'. - .�,,",'',-�"'�, I r I. I . I 7,r,rLE, 1 _,4� , I zl,,� I I 1. *_4 1 I I ,, � I. I I I t , I , , 11. I � � � � ., . I I ., ,27SC9 , : � � I � . � I ---' '(SEE NOTE 21.) �0' I of maximum' density, as determined f or each material :i a.. I � " ,i! -,,,1�:. ._�� . � - ,� ' 1, I � , � I I I I I I , � , ). , 11 - . I I . � � .� I�1.1 1� .... " , � :jl" . I �. I .; . I I . I . � � � I I . �� ,, . .. I ., . r I 0�1 �D�, to I � . I I z , -,��-_�%, ;,'�" -I 4 , � � � I o. I . . . I - - , M . I � z Lj Z 41- I � - I , by the applicable test methods. 1 0 � I . Z. � ";, �","'-,,-,�iv" I, 1�I� I � � . . .1 . I I I I � ! R&D TREES - ! 11 I - . I X Ch � . I I I I -, � I - I �__ � . . 11 � . , I . � . I I 0 , , ',` � -;14.",� ":"i, 1�I -� . 1 I�� I��1 I . � I r I . '_ r ,r . � M , , �,�I " I I I I � . I I - - I j . I I I < " ", �,�i r IF", 1'� : I �-,� - I I . I 4 I I - -e,��I I ',.� ," I � I .I I . � I . I , . I 1i . - I I 0 k . " 1 , 'e" 11 I . I . I � I I I I I I . . . �� . I - I : . , HaDonast d9s - - ,8� 4 I - . I . 1.16 > 1.1. � , 1. .1,�, - e" _1 ��, �I I . 1, � I I I . � % �, . . - I . I �,I � I X I � ,, �'7,�',, I , , � � - I - . I I I I I . .1 � :1, I- I. - " , I I I I I � � 14 � I I I I I � 0 * * � = we , I - L) I I . Of -- 1.46 X i� I - �111,�,, I � , I I I I I . I .. I . I I. , � - . Z I � I 1. , I 1�,, , .-� '',.._� ,, .�: �, ",� . , � I - . I . I . I I I I I I . 6 1 . I I I . . - . � . I t z I I I I I I � I L, > - C3 . I I �''!'.� �"�i , ��I I I- 4; 1 1 1 1 . . I . . � . .1 I I I I I I P��j - - 11 0 �1` I I I . 0 I I a I - 1. � 11 1'.�i", .,'.1 "I I " _�� I I I I I I I I � I � I I I I I _. N I FINISHED FLOOR EL 38.00 .-. I e I 0 1 1 1 � I Ix I ".;,", i, �_,��-, 4" . . i e 9 .1 . .,�., I. - I ,, � �. .:, 11 � I . � I I . r - , 10.00, SERIES 1511 - 45± SEATS I I >_ #� I � .j < , I I I..,i ... ,�:,�,- ,,,�..��, �..,�, .� . � � I I e . �_ Li, 41 0 I ,,W-,. .: I',I!, ,,� "1, - , �i I NOTE, McDONALD'S ENGINEER RESERVES THE RIGHT M REQUEST A COMPACTION . . ., I 11"I-,:',�.' . � .1 I �- "� . I . r 11 I � 11 -, , 1� I , . ,e , . I I . - . � .ba:,� '' I� 11 - � - I I � � I I I � i I � I 11 I ! I 1CCYOTE, �j -,. 'I" _� .1 ; - i . I � . I I ,�,� _F ,� ;� .� I - . I . . , I �,�11 �11_ I �� I .11 I � I., I . . . , I I I I I I I ..,I,-I-;___ v/.�9_, z 3' � G.:. 22.00' 1 1 1 TEST AND/DR A C13RE SAMPLC IF TESTS PROVE PE - . Ce X :� z w il�.% -:1:�p", "� ,�',� � � 1. 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I I I I I . I � I STATUS DATE ,� A, � I , .1, ' '' ' '1�_'�-� I." ,'I�,�"�: '7-i L '� �: '`-'' . I�, ; I ., I I I L I I. I L �. I I . I I . 4 1 1 L . I .I I . � L L 1 I � I I - I I I - I L I, �, . I I 11 L �L � ,1'1 A r" - I I I I I I L I . . . - .: - �� L ,I 111*, I I I I , ,; 1. -I I � 4" I", L I 'L �., .. � I .1 �L. I I _� r . I I . � I I . . I I - .L I . L - ,.- I . I I .1 � I I I I. . 1, I I GENERAL & LO ON PIAN . . I � � I L I I I . '�L%',,, L, �L I i . ,. 11 - I . 'L 11 I , L 11 11. I r L' I - I I . I I . --- CA I I I HYANNIS , JjC,L, .� �, . L , r ji�. , _ 1 11 I r .1 I . . A I I . .. I I I I - I I 11 L 11 I I . � . � 11 I I I - I . ,,, � " "�j :' L C' _ , _ �' " 11 I1 L I '. , 11 .. I I . I I I : I L I I I I , .� I . . 11 L r I I . I � . I I � . I I � � I I I . I I I I I . . � . , I I I I : . . , _1 ', �L ' ' I , L I o , , I � . I . L I . . I .1� - I �� A': . .1 - I I �L ,. I . I I -1 - I , . I I I . I . I - . I I I I PRELIMINARY `� 30jAN95 ; , ;i_. I ,,, I i . 1 7 . . 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I wx ax H x . -___ ______ ;_- _f E b4Q T� 7 AYArlV _ _ __ _.__- .�".,_ ____ r_ ____ _ _ - x d x - X PUBLIC - 60 WIDE _ _ _'r 2" wH t ef.4r^� x' w Xi xt d 1937 TOWN LAYOUT -'" .X' a a a. t • r am ,1,x:- T--,*:- __ �h ," a- ( - f.Q'' 1 ! 2� ="7.$7 prq A 1 PO�dm PCf.E' _^, y i I © i A , . _ _ _ _ _. _ _ , - _._. �""�- H _ Q 1 W 1 f � - �, ~ ClJ IYj 1 0 1 i t.� ' r is NEW WATER SERVICE TAP \'" �'.s , / ¢ z ` vNi I ` , . ( e / �0 U ... .� .,a Wy . ` ' - S 7 ` Cy_"0 J 1 , ,. i i • 6 Q�Z � 1 ' _r : " NEW SANITARY SEWER MANHOLE 'F_XxC7N' r U A J Z i j , .. MASSACHUSETTS STANDARD 202.4.0 ' STArIC1N C)-i .. j W/ 202.6.0 FRAME do COVER U`� I I ; �. RIM 35.93 t C4 W� " I i i r. INV EXISTING ICQ) - 24.57 r YO V 1 i . INV NEW 6•) .= 27.00 + Q 0 �' I : r _ ,< . CONSTRUCT NEW MANHOLE AROUND ,. , • EXISTING 10• SANITARY SEWER MAIN. �[ W ,, I 1 . . WHEN CONSTRUCTION IS COMPLETE z „ REMOVE THE PORTION OF 10" PIPE C7 ¢ a I-�II�N-.-1.�IA-4I,I..I,%, -:.1-,t--1I,,",,,�.I 3�..�1,,I.1-.--1-.I.7 I1"-'t.III..I'..-, .�n o LI?--I L II-1..----".I I I.I I-I.II I.,�4...,.1 m.t��,-1,I I7"I.v!.I(IL-i..-�..�XIt.I.*1,.-.L�.�,.-I,I,I*r.I,I.L-k x-.....,1 I..1.I..'II��tIl=Y I4 A-...kLq I<I,-(I'4I-rI�m.I�...�1!I)-"%�II�I +fII*I)I i�I*�I lI...II*-.A,�...',1.,IL.-II.,I.1,-I. l.II IrIL I1 L 1t..,I.�-,....I.1I�1II�I&ZI1:II-��L,..�-. ""L�I-,.�II-I�..LI I1I.I-"I I1-"I I.�-:L I..�.---..IL y�-I1,A-I w�.II�I. I-I.I�TI.-�.'FIIII�LI'..7_II"--_",tI-I,�4.I I II L,-,l� L,I,-.�.-�-,,-...I�.-��.I I r.-.I�III.�Ir,,�I._-I L-I 1 I�I I',a"L----Lr III-.,�IL"I 1 I�I k.-z.--.4-"-)1.,.I�-1 I.I�."�II,)III.�"�1�IL.L,I1�I I IIII�-I I.I'I..t.I.-�-II 1 IU."�.-4 H 1-II II,I I--I.I�-II.II r,,L�-.LI I,1L I�..,�.�IIE 1LIy I�..I.I.III'I WO-..4I,�II,,,;....I.I�*II--t."-I�"I I1------..I---.-I JI..l II-i. 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C tald e ,. - - a o En ine rin _ . �,, �; • , _ ,.. , . ., T'undr C or tr<on C m .. - L' ,. • .< .. rP Pay , ,:., ._x '. t,., _ . >. ...•-- 141 Power Road Pawtucket Rhode island 02880 .;. -. ;..; ;; ., -: 4 ,, : . e - ca Tele hon 401 728 1100 Fa smile 401 723-7460 ` , , ,I , - _ _ - ,. .Y .` - - 'd ., - _ - .. .. .. 4 : ,%. , T 0. 9 1995 0 8(325IDTt Jun_ r9 0, 3 . � C. 10 L 91 T, , _ Y .. � a .::r. , :, , :- .,. ..: -, _ , ::. L D$CAPE NOTE$' Tf CTOR SWALLVERIFY LOCATIONS OFA LL UTILITIES Llr AND NOTIFY OUINERS REPRESENTATIVE Or- CONFLICTS. NO PLANT MATERIALS $WALL eE INSTALLEo LINTIL ALL cAorw Atv 2 C CNSTIZZTION WAS MEEN COMMETED IN THE It,'11MEDIATE AREA 75 3 , 3-NC44 OMP SHREDDED PMi BARK SHALL BE N6TALLE1_ WDER >'L �ALL TREES AND SWRU56, AND IN ALL PLANTWx SEPS, AS SHOM :ON THE PLANS,OR'AS DIRECTED SY OUNER'S REPRESENTATIVE W&LIAM STPEET CORP, TPANSFER CERTrF7CArF_� or TlrL.E IR7869 ALL,.TIQEE$ SWALL at mALLED AND BURLAPPED,UNLESS OTWEMUISE NOTED,OR APPROVED IBY THE 01NER's REPRESENTATIVE.- 944ALL BE AS SHOW ON THE WANTITY-FOR EACH PLMT TYPE PLAN.,TWfS NUli�ER SHALL TAKE PRECEDENCE IN CASE FMY > 'REPANCY DETWEEN =ANTITIES SHMIN ON THE PLANT LIST AND THE PLAN. z 1p.'ANY,PROPO6ED PLANT SIMSTITUTIONS MST 15E APPROVED IN Q. 0 WRITW. MY THE OWNEWS REPRESENTATIVE 1,� ALL MMT MATERIALS INSTALLED $14ALL MEET OR EXCEED T14E O?C% CIFIcATIONS OF THE "AMERICAN STANDARDS FOR NURSERY u 15TOCK" SY THE AMERICAN ASSOCIATION OF: NURSERYMEN. S. ALL I LANT MATERIALS HALL 5E'GUARANTEE0 FOR ONE YEAR FOLLOWM DATE Or-FINAL ACCEPTANCE. ARVE64NATED "LOAM # SEED' SHALL RECEIVE 4' OF LOAM AND VFIED SEED MIX. $14ALL HAVE ALL FALL TRANSPLANTIW-, 4 10. THE CON AZAF4:> MAWS OLIG IN THE E)PRWs AND STORED FALL PLANTING. PAPKING Wc ll.- LOAM AND SEED ALL AREAS NOT OTHEWISE TREATED, INCLUDING LANDSCAPE AREAS IN RIGHT OF WAY, ION OC B . 255 _R KrN'-' W 2. THIS PLAN 115 INTENDED LANDSC-APINd-s PURPOSES ONLY., Ly -mi'ERo siTE /CIVIL DRAWINGGS ALL OTHER B SITE C4::;NSTMJr-TIO N IS_r�RMAT10t-t ASPHALT PAVE"ENT > COVVVI�PCIALIIRE 41L w 4 515 EUILDI " ON T�4/153 L 0 > 3 Rl=3 AC: 'INS WILL1AM S TRtET CORP, TRANS�F-ER CEP TrFICA TF_' r, Tlr TL E 107869 5 JH 00 LOAM SEED At D 2 55 'le;.7 3 ic AIL Nq ITYf=) 4 RR_ u u CO ASPHALT 2 IRP C3 0� PA VEUEN r > LJ 2 ee— W m� 35 HIGH SCHCOL ROAD Li 0� ')N T FU T NSIL ;7r-L rRArNSrEP CERTI'FICATE 2 J�4 Z -LE'r IR 786 9 oP T!7 3 KL 0�,C3 Z LJ E3 E3 u Lu FINI FLOOR EL.. 38.00 < uj SERIES 1511 45± SEATS o- YU TIE z Z Q PE S TAl(_1P.:AN T C3 --- LJ -J _J O� < [:3 LJr LJ z u S TCR Y < A 5 K WOOD FRAP I Z BUILDriNG Z E3 (DEN T.TS 7' CF*FICE), < 0 Lo oe 4 RR LcA 4 SEED z 0 3: 0- 0� < C3 IX u woo. 0 w 00 w -ULL of ING Pcg-E 9L z u z 10' SA. rARY SEWER 1-24L.07 W . , -02 11 x x HIGH SCHOOL ROAD x x W x .12 A ICR MAW WA TEP MAW `PUBLrC - 60' WME 12 1937 777WN LAYOUTr -27 67 1 .4 < C> W > DWZ U TA TION C3 C3 < z t < FLANT u Orl'. WTANICL -Ot,"ON NAME � c SIZE 3 PYMS CALLERYANA �ARISTOCRAT AR16TOCRAT CALLERY PEAR -31/2* CAL DOWNY SWADSLOUI lo.-Il. WT. 3 AMELANC441ER CANADENSIS Ad z MYRICA "PENSYLVANtCA' 5AYeERRY 2411 SPO �j JUNIPERIJO CHINENSIS "SEAdREEN . SEAGWEEN ANIPER m-24, spv WT, 'MIA I.ATIFMIA M-YRTIFOLW 13 KAL KL DWAW MOWTAN LAUfqEL TO -24' 10 RHODODENDRON "fDjmo PJM RHODODENDRON $PIMA eUMALDA "C 10 -LAME" GOLD FLAME SPI -24"HT.- REA I"DSV A JUN ER 'DE PLAN �jw M .., JUNIPEIQUS WORIZONTALIS DEP. PLLIMSA.' IP 16-24 SPD. T. Wi-24" W 12 ROSAII-160" RilGOSA ROSE > w 0� OP 02SIT: -)enJu� A 10: 40-1 24 1995 .7 CX Co SUPPI led METAL COLLAR TO FIT Uj Stoolwood M �j 0 ._0 0 0 0 0 OVER 5' DIA POST Discount loonce Co. GREASE AREA BETWEEN 201 zo 1708) 3:520-1610 1, 1 . . 1 1 1 1 L ' , . POST HINGE Rick Toofo 2" > 'TYP 614" - I Sio fonc* oyetern J 7_1 to 111x12" 6cro,onlng planks 'NSIONS Soo DIME Manufacturors 7", ITYPICAL instal lotion z 4GL S TEEL _E FRAME L 611 CONCRETE -BL HYDRAULIC DIAGONAL BRACES (GR IND ALEMITE 1610 WEL D T 0 FRAME Ill LLED ,GUARD GREASE FITTING VELDS AND CORNERS SMOOT (TYP PAINT (TYP. 4 PL) W/P COATS RUSTOLEA METAL ,COLLAR TYP. POSTS 2) WELD BOTTOM COLLAR TO HYDRAULIC GREASE FITTING POST, BOLT TOP , COLLAR 'TAP HOLE _'j DRILL AND z 01, (TYP. 4 PLACES) 0 WO 3141, EMPTY I- L I A a. CONDUIT' CAPP VIX61"10110 W.W.M. ED Ro(lod Into Haunch 0 211 _j 0 X f A 'D J.j BOAR 11XI D ED F ZAME) 2 2o/4"� INSULATE 4 WATER LINE STUB UP TOHOSe W BIBB. PaReeze PROO concroto slob over AREAS JOSAM 611 compoctod gravol boo* A #71700 OR EQUAL. 1211, 0 ntinous 0 (2) #6 continous 0� X_j SLOPE Wool minforcInS I ATCH C4 lit Ty loci oolwood P U < SLOPE 5 CONCRETE FILLED V-4 ol x STEEL POST o on 1-911- DOUBLE GATE 61' DIA. GATE C3 W > POSTL (See DET�IL) Scale: 1/411 11011 Z E3 W < \_5 DIA GATE POST EE DETAIL) CRANE BOLTS PIK SLEEVES SEE BELOW S to o twoo d 0 boards V NIPPLE WELDED M PLATE 141 1 0 0 0 0 z C4 00 0 0 0 0 0 0 0 64 /Z' STEEL PLATE C3< 17- W 4 COLLARS PQ 1:3_J t, V \J �u 3/4' CANE BOLT Lj BOLTS W/4' HOOK TO FRAME C3 W "j V REINIRORCED CCE Pq He unch9d W W ?Rooting W < < Li C3 C3> C3 W Q�.W O� Uj Noto: W W 3"1 21-611 Decrocao wall hloght to that roquirod to offectivoly < 0- C3 0 *croon trash contain*rs, ,whonovor ,poaslbl*. Incrooes wet I hioght to 81611 whero *ncloouro Is utilizod for Z J outoldo fr*ozor. W C3 W < T 0 201 C3 116# W < 0. P 0 < Tyloical Stoo ood Trash ' Unclocurc Gato Trach Rholocure Z E3 z Ty 001 Stealwood , C3 W Mounting Detalla anto Poot TrOch Eno ocura front 121sivation 'r' , < > 0 Scale Scale: 1/411 110 Not to Scale Scale: 111 1101, W W z 3: < 4-0' TO 6'-0' r-=$W"KAS TO K IMMM SVJWM F*M "SWO-OLAN 005-17 rpy Z FINISH GRADE CONCRM 3EAM M MANWACYUM". P z ZDNNESON#�CK SM PROD=W" < Point Top 611 MI COMKM AWL MWEAPOLK MK 554M ofet y e I 10 (61:0&M-34M y W &%U PAVM 2*MM RD '0 m 0. Z 0 &- 13 Y G.C. C3 A W 0 0 0 411 0 0\ . 11r CARY FMT EXPANSM 0 0 00 _j r 0 W MW 0 2WO 60 z \-e COWACIED C3 ir 00M W/ CONIM A 6'0 CON CRE 0 0 5V O.Q (TV) (W*R&FAW) OMM �TvAa 777 7X'/ * r, 4d A 7\ 4 X STEEL POST 0 TE' FILLED, 0 01 0 0 0 0 0 0 0 0 0 0 0 0 -0 . 0 0 0 0 ."Y 00 0 8z C _j -69 Sidowalk Brushed Concrete 41 t*' d in San (Landecape/Walk/Landocape). , Lj I e 'j" 1,011 2. 0 GRADE S a x x x X t4 X X x X W W Ld .071 C.Y. CONC. + 3 S.F. FINISH + REINF. FOR 4' WALK Sidowalk Troatmont Dotalla .083 C.Y. CONC. + 4 S.F. FINISH + REINF. FOR 5' WALK PER LP. .096 C.Y. CONIC. + 5 S.F. FINISH + REIN F. FOR 6' WALK Not to Scale 4 ij di di 9 P P 7 JE RON A 4*0" TO 6'0" > z CU < R 1 E3 < I L I I C) FINISH ,GRADE Square Edge LIZ U C LAj 6" R 1 ADJUST THIS DIMENSION .FOR (Typical) BY LANDSCAPER W 0 FINISH: GRADE 6" EVEN TILE OR PAVER 'COURSE, > C3 B Y LANDSCAPER' oxz 0 W TOP OF BY G.C. �j U to _j 4-)' LJ Brick/Conc r'ete Paver— PAVEMENT 4 C3 POURED 'CONCRETE > C3 0) .4 0 00 ,0P 0 C3 C3 _j 0 0 < 0 0 W 44 0 ;9 e% 0 0,0 0 0 0 —00 pq 0 .0 4 CONTINUOUS, 0 Cr "Pq 00 0 6 171 " .In 0 'a 0 z :D W 0 '6 0 > goo 0, C3 0 0 U M W 0 oy 7P 0 0 L,2�. Sonid Bed .4 ROUGH GRADE FdbriC) 0 6 X18* CURB R Typor, (Mineral By 7� GU TTE -CURB R_ L) X18t' CURB OR NOTE., PROVlDE EXPANSION JOINTS 5 W VE COMPACTED GRA L �CURB & GUTTER 0 20V O.C. (MAX) z > j n 'Sid d. 4# 't� 0 t) .1890 COL wtnon U 11011 ee Engin' Scale: 0 allld a0clOd P66t 0 L C rb , WNDRAJ R.A (Landscal x neret 'A randra CoMoration Company �.OW C.y. CONC. 4 FINISH + .11011 P~ Joad ftWtUOket. F&ode .02M P %RR% CR LF, Scale: 1 RMF4:FOR 4! S.F.:.FINISH 0 a e + REW.TOR 5' WALKI CL 141 .094.C.Y. CONC. _f W PER LF. + REINF. C.Y. CON TelqhQnf (401) 7=-1100 Paesimfie (401) 7=-4466 .107 Q Y. CONC. + 5 S.F. FINISH + REW FOR S' '-U fiLl I I A 1 UV'nOAI 11 0 0 j un 19 -06:�27: 1 9�5 ............ 0PL5T\S0 'W'TL Mon F,7 A. LL A �00 0 6& 1/2'X24' ANCHOR BOLTS 11 01 WITH 3' HOOK 0 A_ 9 1/2 2�, 2 4- 5 5/8' 5 518 .6 CURB .2 > ANCHOR- BOLT (TYP) J� 5 L 112, PVC 2 0 0 t> N SLEEVE (LONG SWEEP ELBOW) 0 6' '18' z CU 6' X 18 ELEC CONTR TO CONC CURB z CONC CURB FURNISH 1/2' CND. C3 TOP OF, GRAD 4 (U TERMITE 2 *12 , M t> > WIRES FOR SIGN CU CU CONTR TO CONNECT J L t> f 2 Uj LO z 0-4 < 2'0' X 2'6' POURED FOUNDATION C3 TOP OF GRADE Cd TOP OF GRADE �j (DEPTH VARIES DEPENDING 0� 000 tC3 w 112'0 X .24' (4) 1/2'0 X 12 _j W/21 :ANCHOR BOLTS WITH w Cx 1/2'0 X 18 C3 FURNISHED C 3' HK FURNISHED 0 W E3 ' 0 0 AND INSTALLED C3 < � HK FURNISHED LJ Uj M BY G.C, AND INSTALLED BY w w 0 z C3 <0 LAJ w ...... C3 > > G.C. U Jill I 1 11 - : * =)Z t> U <Uj < POURED W J L 4 > BASE BY G.C. > LLJ C3 '4 BASE BY G.C. C3 CY BASE BY G.C. 2' 6' t> < > .062 C.Y. CONC. PER L.F, DEPTH,+ 8 L.F. A.B., % �NOTE, G.C. TO USE -ANCHOR BOLT/CONDUIT .STUB .6, x r Spookor/Monu NOTE, G.C. TO USE ANCHOR BOLT/CONDUIT STUB LAYOUT TEMPLATE 'A' FURNISHED BY LAYOUT TEMPLATE 'B' FURNISHED BY NDICATOR CONTROLS CORP. Board BaID0 'INDICATOR CONTROLS CORP.' Y. CONC. PER L.F. DEPTH + 6 L.F. A.B. .148 C.' .125 C.Y. CONC. PER L.F. DEPTH + 4 L.F. A.B. Scale: 111 11011 100010 Li Entranco . 4i SM . 31 'x 41, 3 acker Speakor Pot p Zig � B U S U Scale:� 11, 110 Scale: � 11011 Colo. 11, 1101, L.L C3 , ol� C3 Spro Point (wl rust y W Proofing point) 18" FOR 5X7 Lj t* ox C3 to match base. C3 -Jom Nut 24" FOR VEHICLE 0- Lj E3 ::z LAJ 3: Nut DESIGN SPECIFICATIONS,' 0 0 (4 15080 Plate 2 3000 PSI 'CONCRETE. 0.27 CY YDS. 5 Flat Washers w -lo- Lj DESIGN SPECIFICATIONS. < Cq Leveling Nut DESIGN NOTE, i4 0.� 3000 PSI CONCRETE SIGN, .�POLE I t BASE ARE DESIGNED TO S.' 31 < 510" -Z C3 Z WIT HSTAND �A WIND OF 30 PSF, 9 , CU,' YD C3 Z Li C3 CONCRETE BASE DESIGNED USING A SOIL SIGN ,AND CONCRETE BASE 0� RESSURE OF 2000 PSF. VERTICAL, '200 PSF Lj �_j 'DESIGNED TO A 30PSF 6"xl 8" CONCRETE CURB IF THESE- SOIL CONDITIONS Do r N13T �',.LATERAL. ' 'EXIST, IT IS THE' ERECTOR'S RESPONSIBILITY WINDLOAD Nut detail U Lj DESIGNED -713 HAVE A NEW BASE DESIGNED FOR THE 0 PLAN z EXISTING SOIL CONDITIONS BY :A LICENSED - U 5" CONCRETE SLAB REIN USING '2000 PSI SOIL BEARING ." R. -X6-X#10/10 FORCED WITH 6 E.W.W.M. NO STEEL (MESH z C3 EVERBRtTE T13 FURNISH, SOIL Base Plate OR BAR) TO BE PLACED WITHIN < C3 1. SIGN COMPLETE IN ONE PIECE -EXIST ROTATION 2'0" OF VEHICLE DETECTOR CONDITIONS DO NOT ' Light Pole 2. MOUNTING POLE LEVER z 0 FINISH IT IS THE ERECTORS .3. ,SHROUD(S) LOOSE WITH SCREWS GRADE (4) 31411 x 36" wf 511 LEG 24" CONCRETE CURB (y FOR FIELD ,ASSEMBLY RESPONSIBILITY TO HAVE A ISHED <r 0 Min. CONDUIT 4. ,TOUCH !UP KIT 1/2 BY LIGHTING SUPPLIER, NEW -BASE DESIGNED FOR THE GRADE 5.'KICE KIT INSTALLED BY G.C. EXISTING SOIL CONDITIONS w FINISH Lij ..I. C z ENGINEER, 5 C3 ISHi BY A LICENSED STRUCTURAL , GRADE GENERAL 2.'� ANCHOR' BOLTS, NUTS�& WASHERS coo CONCRETE SLAB w 3. ,�ALL WIRING FROM THE BUILDING TO U AL 1'2' SQ. 3000 PSI CONCRETE THE �POLE, MOUNTED �DISCONNECT. ELECTRICAL z POURED IN 21 DIA. SONO71 IJBE a L, DATION L U PER CODE FORM. TO BE FINISHED w _70 SURE THAT THE SIGN 4--,5/8x2'-0' ERECTOR. SMOOTH, WITH ROUNDED ZI-w CL a C3 IS 'PROPERLY INS L z ANCHO CORN ERS. �v 04 0 Z GROUNDED, Drivewthr Pad U TYP, jz ELECTRICAL' 'DATA, C) JU< r3olu TO POWER , 0� 0 > Not to Scale V,15 AMP, CIRCUIT IT' SO. 1.9- AMPS DRAW SOURCE X X 0 X O X X 0 X x x x d �iLAM,PS'' _TTERN PA F4T12' T3'SQ. 51411 Conduit 21 EVERBRITE TO - FURNISH: "'CW/HO <4 'TOTAL) Now 1) �21-5,0�41-50 TF/ ' DISPLAY. z C � BALLMTSt p= PQ IL 6G3901 (2) 'ftse Section 2) 2'-5'x1,'-0', MOUNTING BASE SERVICE . INFORMATION' 3) 5/8'-llx2' 0' AHCHOR BOLTS LAMPSf 3-F48T12 CW/HO Now 321LLT im WIT Lo WASHERS, , AND -NUTS BALLASTi 1-#6153951 ry 1.6 AMPS @120V" 60HZ, %D AMPS MA On NISHt , it= ft WE Uj V) ROUE: BOLTS TO 30 FT LBS INS UVELIM I > .'.,DOUBLE-, NUTS, (GALV) 1) CONCRETE' BASE z M WASHER 2) ALL' ,,ELECTRICAL.; COMPONENTS , LAT FTER -POLE IS LEVELE �A D REQUIRED, 0 0 ;AND IN PLACE, 3) INSTALLER BoLTED ' JO MAKE -SURE 'SIGN-FILL,�,THE ,ENTIRE- AREA 8 + '�'IUNDER,, L I IS PROPERLY'- INSTALLED,, CONNECTED 0 _j , M < I P ATE+, WITH NON- SHRINK GROUT 0 0 � z LA 4 0 GENERAL 'CONTRACTOR -70 FURNISHi '- 'LEVELING NU C5 U T FLAG POLE ROAD SIGN ANCHOR , BOLT, 1) PRIMARY- WIRES FROM :BUILDING (OR SOURCO Plate Plan' View. .�PATTERN THE T,O ':AND : INCLUDING ..,,T�HE CONNECTION 'TO B0000 BREAKER PDX.� ' zm : , w le' .. 3/4" �4 Z,7) LA. cu I pr F V U coo an orti Light,, Polo* E oar n rd Saw W N DRA ngmeen r g R*'A* CMAI& �;4 4 loll A lltmim S 1 Oil C6jrpMU&n CftQp=y !loll weft Scale: 3/411 '141 ca 0: � Sc le: 1/2";, ftww Rmd. Ptifteket, flhade W&M 02860 -1100 Facubane 1) -7 Telepbme (401) 728 40 723 460 (QIFEIM E7 UO BRID SD� 0TL ,-:MonJUn 19 08 41-26 199 io. 7� 3 LA. v 0� 5# x CONC RIM 12'. POURED HEAVY,'DUTY TRAFFIC 'BEARING �FRAME','L- GRATE* > -CONC RIM 5'XI2' POURED BEARING FRAME GRATES* SET IN FULL BED (IF MORTAR 1/2' X 1/2' i9 GA % GALV WIRE 21-0" ... ......... z MESH 'SCREEN 2"-0'CU La ' SET IN FULL F z SEE TOP DETAIL BED,.,OF MORTAR' 0 ON THIS SHEET - -Z 0- FLAT "TOP -METAL 2.5 o _j 12 O.C. /-2 REQ'D OIL/WATER SEPARATOR (SEE DETAIL ON SHEET SD-5) LEACHING AREA #3 , C� ffiN m N 4' MIN 4 1 1 . I I . L AVEL GRAVEL Li NCI'FILL BACKFILL > 0� 0� BR C 81 BRICK I K > L -OR BLOC 5'-10 L 6 CONC OR REI OR 5' REINF PR t ASTCONC > PRECAST CONC 3'-0* 0� > #R,#2 5 4 01 METAL #3 5'- STEPS 411 1210 C. DESIGN NOTESi 00 CO 1. CONFORMS TO ASTM SPECIFICATIONS, 2. CONCRETE IS 4,000 P.S.I. COMPACTED -SUBGRADE 3. REINFORCING #5 REBAR 10' O.C.E.W. OR EQUAL$. COMPACTED SUBGRADE 4. COVERS SHALL BE CAPABLE OF WITHSTANDING H20 LOADING. NEENAHR3404 5 W/ FRAME TYPE A / FRAME TYPE A OR"EQUIVALENT OR EQUIVALENT' LJ U LA) LA. Catch Basin C3 Yard Drainago Ydrd Drainage > 0- Basin Flat Top Catch Basin 1101f Not to Scale 0. C3 Scale: 3/411 0� E3 0. z Z L 0 Z C3 U Lj Pq z z C3 5'X 12' POURED CAST IRON FRAME * POURED CAST IRON FRAME & z :f WATERTIGHT COVERIK "CONC, RIM WATERTIGHT _j � COVERm CONC. RIM WATERTIGHT. COVERN( - L) _j < 1:3 jy U -6# 2'-0' or z Z 0 4' MIN GRAVEL ' 3: MIN. GRAVEL Lo 0 BACKFILL L3 'Ce z 'ZL'o 6 0 2.5 RISER 2.5 ix U METAL 'STEPS (NEENAH- R-1980 W SERIES� OR LA_ w EQUIVALENT < Z U x x LLI INV, 31.75 > INV. 31.50 3: Li LO CD C3 4 4'- cu Z N Uj > Uj —i IC3 6* x x > 8 [C I LrICI<- 61 C04 E 6& 101-0 OR 5' IN > z PRECAS CONC L L�ITUMI S C N C V CE NT PLi GL; _j La > CU w NEENAH R-1594 W/ SELF SEALING LIDS < OR EQUIVALENT 'A UJO LA_ f I v C3 A GT 5X10-15 U_ A -4 �4 4 4 1,500 GALLONS HEAVY, DUTY 0 BY REHOBOTH, MA, COMP C3 DE-�� CTE OR EQUIVALENT 0 jy < z -IS TO INST N ALL kANHOLEL AT ANY PIPING CHANGE C3 A OTEj G.C. logo -Gallon t4ofE,i G.C. IS''To INSTALL MANHOLE AT,� ANY PIPING ANGLE CH NGE 0 -IN PIPING RUNS GREATER 'THAN' 45 T �EVERY 100' IN PIPING RUNS AND '�A GREATERlHAN,� 45 � AND' AT EVERY 0' U A 200' 4' GREATER THAN 200' IN -LENGTH. IN LENGTH, , roace Trap 'V/LID TYPE B -ROCKING .BEARING SURFACE, -1077-C W/LID`JYPE B & NON-ROCKING BEARING SURFACE, NEENAH R NEENAN R : 1077-C L N13N OR EQUIVALENT > OR EQUIVALENT U Pq Uj 4 LJ w IL10 _j (U Typle TVPI Om ro no , 0 C)L' gmeering En a R.A. Cateddo Z , It m_ nh , �S nito anh I ry an m a 01 A rumdra Co rpwadon CouWany POVW Ro&d. P&WtUekej� ftadOL bl=d OMO 41 Tel"ho" (401) 728_1100 roo@iMfle (401) "S C :3 1411 1 -74H NAA C __ I , I BL 0 REI ST CO -fA C U01 LC 95�j 9 '-,C.'\O LOT\ -IOTL' Man'Jun.49 13:03:4 SD 21. j lJj � C ING H D U R8 A D.ICAPPE D .!'-P IRKING , ON (WHEEL' ' PAINTED (WHI TE) A, L Y ' SIGN, DICAPPED STOP) ' HAN (CHECK -SYMBOL , . LOCAL WI TH , CODES 54 Wx60"H FOR , SP CS) E -A i1% 0 to Z G11x6" to Pillod 51-411 Conore Structural Stool Douglas Tubing 4811 Lon Burn per prnn) U WIX1011 Fir LJ J 12 00 Pian Li Af, x E ' I T 18 > ONLY Li 0� 611x6" Concrete Filled LO Structural Stool Tubing 4811 Long Z 4�" Douglas WHITE YxIoll Douglas W-011 O.C. �D Fir Bumper Fir Bumper > - . STRIPING " 140TE: 00 ARROWS AND WORDS CAN Finish G rode IN OTHER COMBINATIONS THAN Rough Grade THOSE ILLUSTRATED Lj 'HERE O ACHIEVE (OR AS (OR AS (OR AS DESIRED RESULT -D REQUIRED REQUIRE C REQUIRED to Footing oncro BY CODE)- BY CODE) to Frost depth BY CODE) 4C 00 or .30", whichever Ejwa*m Is greater THR' U. djust for angled parking. -1) �for specif ic location and conf iguration. A a Note: Refer to the Site P1 (c N Note: DRIVE Guard Rail to be 3"X10'l Douglas Fir. 60" MAX All fasteners to be Galvanized. Massachusetts onl" requi es d' '4' ' f 5'. r aisle instead o y Ld U U C3 Typical Timb pilaul .: Handlon C3 p Ty 0. a n g a tr- lping pbv' omont P rki St 114 (Au rd Rail Detalk loll E3 Scale: 1/211 1 1101 C3 Scale:�'1/411 Z Z Z Uj C3 0. < C3 > U Uj LJ LAJ 0- Pq CEDAR -2-5/8 Z PICKETS (TYP) .................................................................. Z C3 0 E3 ..........0 �P 0 8'-0' O.C, 0� TIONAL ARROWS ALL .'PAVEMENT PAINTING STRIPING, LETTERING, DIREC 5 IS TO BE WHITE IN COLOR. �Z 3: U < . 0 Z TOP EDGE 0 Z,0 LISTED BELO C3 -COMMENDED PAINT MANUFACTURERS 'AND PRODUCTS; W ARE THE RE 5 1/411 -0.00 Lo x llTRAF1=IC ZONE PAINT",,., 0.0 Z C3 GLIDDEN 0� PITTS5URG - "TRAFFIC & � ZONE MARKING PAINT" 0 < C3 SHERWIN WIIIIAMS "PRO-MAR TRAFFIC MARKING PAINT" 0� U MAINTENANCE, 1NC, JJVYNA-STRIP511 Ld 2 X 4 Pei spec"Ve View P.T. RAILS 0 U Z tO 5 F_ STRIPED MUST BE SOUND,. AND FREE OF, DUST, PAVEMENT, AREAS (TYP) AND ANY, OTHER F U VA DIRT -OIL GREASE OREIGN MATTER. REMOVE! LOOSE! -AR 'DIRT-, BY BRUSHING AND/OR BLOWING�"CLE .-WITH AIR OR WATr C3 =R PRESSURE. wa UJ CARC, SHOULD BE TAKENNOT TO SPREAD SURFACE DEPOSITS OF OIL OR C)0� (TYP) ry ;�D GREASC OVER. ADDITIONAL :AREAS - IN THE CLEANING PROCESS,, THESE , C3 SHOULD BE , REMOVED WITH SOLVENTS . OR . COMMERCIAL DETERGENTS. Z ' BRUSHED TO ASSURE NEW PAINT BOND; OR .,OLD, STRIP'NGr SHOULD BE IRE r-LY, IF BADLY, CRACKE! FLAKED OR PEELED. WHERE -MOVED ;ENTIRL > MATERIALS r (L in 0 APPLICATION IS OVER .PROTECTIVE �SEALERS OR COATINGS, SUCH FORE PAINTING : ,. .., E OWED . TO ,CURE' FOR ATLEAST '48 HOURS BE , WX x x DETERMINE THE x XX . A 'CHC-CK-. SHOULD' Br= MADE BY APPLYING -'A TEST ,STRIP TO !jx� 2 Ux x x ;0 READINESS FOR PAINTING. W -7 , R..........................FINISH SOIL GRADE -7-T OUGH GRADE �-Imlarod Sid _R 0.00J L0.00 -THE, PAVEMENT SURPACE, SHOULD -BE iLAID OUT ' WITH CHALK, 611 Conc Z _ Curb ITYP) - W/ Sloped Curb ACCURATE AND NXEEPING� C REQUIRED, STRIPING , SO THAT MARKINGVILL .BL -NSIONING WITH . POSITIONING AND '.DIME SHOWN ' ON THE SITE 'PLAN. ONE UNIFORM rol 'COAT SPRAY, T A RATE OF , PAINT HOULD BE APPLIED BY BRUSH, ROLLER, OR IJO ± OF, OT LESS , Ok %D N THAN ,ONE GALLO , FEET. �ONE GALLON WILU LJ(4 STRIPE.. eLD�.,FROM 500 TO' 500 LINEAL FEET -01' 41'. WIDE Plan ' `�W ATH RAS RAINY, . FOGGY NOTE, -PAINT.- SHOULD NOT ,BE APPLIEDVHEN E 1! OR; EXCESSIVELY �', ,CEDAR STOCKADE 'NOT WHEN 'AMBIENT. OR PAVEMENT C3 4-� HUMID, AND, ATED +.pOSTS,i. -85% ':RE!LATIVE HUMIDITY) DEPTH OR 30', WHICHEVER IS 0) ALL' FASTENES TO -.BE GALVANIZED n:IS LOW'"5a�,DEGREES .,FAHRENHEIT AND NOT .wHEWABOVP CONDITIONS EUE3 LV, STL. POST 3 -A AR EIGHT < Pq AFERAPPLICATION. BASE ANCHORS IN IEU OF E! NTICIPATED' FOR HOUR C FOOTING WHEN JNSTALLATION TYPI al 81 e OVER CONCRETE>) Z ndl PL < 'UNTIL ALL PAINT IS PAVEMENT 'SHOULD NOT BE OPENED 70 '7RAPPIC ALLOWED TO CURE! -R - FOR SPECIFIC.' DRYING TIMES).- FOR , ATLEAST UR. , (CONSULT MANUFACTURE L mp� 1 HO Curb Ra Dotall Not Jo Sca Cl) L) 9q UJ Z %0 CU ink �,�,Typl Englj� 00 a onero , UNEM;M R.A. do ' P IT e Z e rmg If P , dn Coj"md= Cmpmy ' Aftm Poo 6.67,P &a* ,I,, OM O&d, P&Vftaket"F leatibn TeUphone (401) M-1100 FaceimUs (401) M-7"0 < MCM04:QWEU9) 0:07- 49 1995 So T I I I . . . � � ; , , - I � , . � , -1. . �..1,� -i rw1_11r`___V)V`�"I , . 1-1- I", I . , -- � � ,�,-��,1� I'�� :,�.,1! 11 � �"' ,,�s, 1 � ,� , � I . I I:. ..I 11- "4',' ,-",- -��,.--z��- �," I I � 11 I " - �. 11,.11 1-1 �,�1-� ,- I � I� � -, ., , � -,,".I.-: ��,, . � 1-11,11�I . - I � . I � - � .1 I I 11 I . 11 , . . � I. I.-, I -_ � . � I -, ,�, -,� :,%, � I , , . I . 1,,`,,-,,,�,,,,� ,, ,". -.1. . 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"_L�' � " '.,,"" � :, I I -_;� . � L I I L I I . .1 . � 1. I - I I . I I I I L : ; I , , , �, ,' , . L I I : . L I I I L I � � I I . . L I I � I I 1: -, I . L I � : .,. L� ,,,� ,!, " ," , L I L . I I I I � . � I SEE JOINT DETAILS I . - .1 I - I -� j�� , I L I � , . . L , I - " " ' - - "� . . �� , : NOTES:' -1 . � . I I . I I I I I I L I I NOTES: I L , I � . �_ z I L 7, I ,� -��-, ,`11.1,I I I j-, ` % ., L I . . I L 1, . I I I . L V) , , . �.�'-L"�,_,�;�'�-: .I.i . : , � 4 1 1 1 I'L'� I � I� I I - , , I . , � - . I I I . I I . I I L . I I . I - I - � , I � L . I a_ I . I L I L I . .L . ai 4 � 'L�:�;',�:" �'�. �'__14 ,1* 1 7 L� 1 1. I . L I I . I L . . L" L 1. . I I - � � 11 � I I - I L I I I -L I I I I I ui . I I I L o .1 L 1.I L. �1.I"� �,, .11, , , , - ", ., , I L L . I I L L . I . I I I I 1. I I . I I I"I I ..- L 1! :�,��", �",,_, ,. , _ " . .1 tt I, I . I - 1. 6' DIAMETER DRY WELLS PRECAST T OTONDO & SONS, INC., REHOBOTH, MASSACHUSETTS, . I 0 L, L I I I jl',.�,` �, � "nl� �_'`.� I , I I � - i. 6' DIAMETER DRY,WELLS PRECAST TO BE MANUFACTURED BY,ROTONDO & SONS, INC., REHOBOTH, MASSACHUSETTS, . "� %� '�'t,-,4"'�',,,, I,� I',I,', , ,.: , L I I ,,I .I I � . . 1 6* I I I I - ,,,�D � I ," �,�� ! . :,� : �1' , , I.: ' . ' -L I . . I I I I L I I w I , MORTAR ALL JOINTS . L I . I I " - .I' `�.,,��',�'�,?, ,!"� I , I - , I _ , � : . I - . 1 -6 HD) L . I I I - . . P . �L ' �,��'.�,�;,L . I I I , ZL, , , . .. , . 1 , I I � (I)W '6-6 HD) PVE Q , , I t I I (DW 6 OR APPROVED EQUAL. I . I 0 Li > -t I . I L= _, � �: _ A ,�, . , I I . 1 .1 . L I -1 . - I I I � ,,_ , , , , L - I . � . . � .1 .1 I . . I I . . I � I I I I � I � Ln a- L 1 , w �U , '' j,�,�* t.�_"�-,:,, ��,i�,',��"*�;�:,� . . - " - . .L' ":�, . .: ,,, ,� ,:� . I L I LL I I . . . I: � I � . � '7'�-, I I I I . . . I I. . I -.1 T � �� . . . I I I I � I.I I. . I 4 % 11/1� . a . 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L I I � , I . L � , -4,� � 11:� ", '. I .L . - 1 3. CONTRACTOR TO USE EXTREME CARE IN ,ENSURING THAT FILTER FABRIC COMPLETELY SURROUNDS LEACHING SYSTEM. 3. CONTRACTOR TO USE EXTREME CARE .IN ENSURING'THAT FILTER FABRIC COMPLETELY SURROUNDS LEACHING SYSTEM. cn 0 48"± 1" DIAMETER � ACCORDING TO AASHTO � - 0 ".� > t�; �c,',,, ,:,Y�',, " I I I L L , 4,�L.,�,,�, I 11 I ., ,, L�l I . . . , L i'L 1. L . I I I I . I I I I � %_� �_ - >. X ,, .. I I 'L'_ �;' 1,�, � I'll" " I i ":1�1, I. ,� I 11 - I . . . L� ADJACENT FILTER FABRIC SECTIONS TO OVERLAP,A MINIMUM OF 2'-C�'. . I L . I � . L I ADJACENT FILTER FABRIC SECTIONS TO OVERLAP A MINIMUM OF '2'-O". . m F_ m DESIGNATION M199 ) L �_ 0- < 'L � I 1;1 , � � I ,. L I - . " L - %. I . I � I I L L . I I � L 0 0 , I / . I 0 , �L : '�''L�' ;.�'4"�� L."I ' _�11, . 4 , � L . I I I I - �1 L . I I 7 � I . . I � . I � I . I I I . I JX W ' .1 e , - . . I L I I - 11�4�' I t' ", , , `� � ,% I I.I i I L L I I I I I.I I .I I I � . 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L ' :.r I� ,I I I. , .� L I -�� '. ,L, , ., � .z , ,.1.c, . , ,. . L z, ,, , , � I '' !,.,_ I _t. I ., L � �,., ' L' � , �I. I . , - . , ;� , - r: � I L' - ,',�. - L I I � : . . I I I I I I. L . .1 I �L L ' � . . � I, I � .I I I � I : 11 �� , I , I .L I . L�1, � I :L ,": � � L \ , � " I � _�, ,�, ��'�I � _,.,1�" ,_ t �,,I � ":. I , �� , , ; I. �,,, I 1 I I � I I L' ' -. ! � , , _ I r� ; , � _ . I I I ,� L � t �. - "'ij.I ,." ._"� � L ,�;e ., L, :�'. I I , , I ,. .L, I -,I , I 11. � I 11 I I I I - . ,� , I I I I� 5 1 1 1 1 I I I I L I I I . I . I - I . 2L '�, L , -� I -e, ,, �; ,�, � ,�: "r,,.�71�.,I I%�', � - _ . p ..�.r� .:,� � , , �- . I - '. I 1. I L 11 . L - L . L . __ �,_,, I- � ",x� -I,_� ,_ _ I� - . I � . � � s, G GENERAL NOTES : �- { A2 A B m 1 . EXTERIOR DIMENSIONS ARE TO COLUMN REFERENCE LINES AND/OR FACE OF FOUNDATION UNLE55 OTHERWISE NOTED. a 23' -11 1 /2" ! 23' -q 3/4" 2 3/4" 2, INTERIOR DIMENSIONS ARE TO FACE OF WALL STUD AND/OR BLOCK WALL. 48' -0" 4' -2" 3. MOUNT LI6HTIN6 PANEL 50 THAT TOP BREAKER IS NO HIGHER THAN 54" 1 ' 11 ABOVE FINISH FLOOR. 1 /2" r�•_. - 4' -4" 1 q ' -4" 3' -4" 11 _q�• 1 ' -3 112' LINE OF OVERHANG x ABOVE. 4. SEE SHEET A8 FOR LOCATIONS OF BACKUP SUPPORTS. 5. SEE SITE PLAN FOR 5IDEWALK5, RAMPS, ETC. FILL BOX (SEE INCOMING 6 GEN. NOTE # 10 WATER SERVICE A5 6. VIDEO CABINET d LOCKERS SUPPLIED BY OPERATOR, INSTALLED BY G. G. • THIS SHT. ) PROVIDE 20"x Z ' � _ _ _ - _ _ _ _ - _ _ ._ � . MANAGER S OFFICE PACKAGE SUPPLIED BY OPERATOR, INSTALLED BY G.G. O 60" GLR. SPACE. r �y 8. TEMPERATURE SENSORS IN DINING d CUSTOMER SERVICE AREAS SHALL BE j _ I MOUNTED 5 ' -8" A. F. F. ( SEE SHEET M1) $ 15 m q . PP06RAMMABLE THERMOSTATS ( 2 SUGH) SHALL BE PLACED ADJACENT TO ONE ti - A6 i ANOTHER AT A HEI6HT OF 48" A. F. F. LOCATE IN THE CLEAR AREA IN THE MANA6ER' 5 OFFICE. (SEE SHEET MI ) W # ¢ Q 10. FILL BOX MTD. ® 52" ABOVE SLAB TO BOTTOM OF BOX. + SUPPLIERS: Z { EXIT /// // //% EXIT a) MI NNESOTA VALLEY EN6. , MODEL #q1- 1 q5q-q, TEL. # 800-531 -31 1 1 N %z -� u %1 O b) CRY06ENI G5 SERVICES, MODEL #7476, TEL. # 404-42q-6531 OR t g - & SEE ENLARGED 800-241 -1452 f A4 RE5TROOM PLAN 6 8 I I1 . DR WINDOW SUPPLIERS: # � A3 ON SHEET A8 J 4 -t 3 1 /2" I 3 1 /2" A3 5 1 /2" I a . HORTON AUTOMATICS: SERIES 8g00 - 41 1 /2" x 44" f, 1 /2" r tl ' -6 I /?" 12 ' - 10 I / 22' - 1 " TYPE "O-X" OR "X-O" TELEPHONE #800-531 -3111 , w s ' FREEZER COOLER L�SL�J I - b. READY AGGE55: SERIES 2-75 - 41 1 /2" x 43 112" `� ¢I t 11 111 5T0RA6E t N TYPE O-X' OR X-O TELEPHONE #800-621 -5045 . u� ! t I " d z d i 4 r 12. MOUNT SINK 2 ' - 10' A. F. F. d PROVIDE SOAP AND TOWEL DISPENSER. SEE W I1 I DINING m SHT. A8 TOILET/KITCHEN ACCE50RIE5 SCHEDULE, ITEMS #"7 , o o ► t o I t N A3 0 I 101 4 DOOR HARDWARE k p cv I to 2 I I 3 DOOR #1 d 2: t , CLOSET _ O O 1I t ME1�'S W. A8 I 1 . •HIN6ES - PIANO HINGE AS SUPPLIED BY: "MARKAR ING. " MODEL # H6-105 .fl 103 ® DOOR # 1 , SINGLE ACTING 5PRIN6 HINGE AS SUPPLIED BY: "BOMMEI�" _t I 14 A 4300 SERIES 4 1 /2" X 4 112" ® DOOR #2. N 3 1 /2" 3 1 /2" 1 ' -O" A3 A2 2. CLOSER - LGN- 1461 PULL SIDE MOUNTED ® DOOR # 1 . O 5 1 /2 5' -2" 12 3 5 1,1 112 W 5 -1 5 - 1 1 -6 4 -8 14 -q O 3. PUSH d PULL PLATE - 4 X 16 . 48" HIGH N `0 W � N 4. KICK PLATES - U5 28D SATIN, ALUM. ANOD. 8"x 34"x18 6A. (2) PER DOOR. Ilea s m 3 1 /2 3 1 /2" , J 0 3 1 /2 WALL 13 `�i O cV PREP m W z0 - A3 2 5. 516N5 - "MEN" d "WOMEN" ON APPROPRIATE DOOR WITH HANDICAPPED SYMBOL It I- � � 9 � v 4. ) I OF ACCESSIBILITY. to �i O W Q 3 1 /2" ci W -� TEMPERED f = _ 3 6. LOCK5ET - SGHLA6E-LEVON A-40-S, U526D FINISH ® DOOR #2. 1-1 6' 5" �i 10' -8 112" - > 20' 8" 5' -3 112" 2 ' 6. 4 1 / 14' -g" 5 ' -4 I /2" 5 1 /2" - z m - - I r 1 . GOAT HOOK ON INSIDE OF DOOR 48 A. F. F ® DOOR #2. ry dJ W y = p I I I SEE DET. 1 WA3 - 5 1 /2" _ - DOOR #3 d 1: N t-z O tom- g _ WATER HEATER t � J N 3 1 /2 7 d _j d � m �.. '- I I I FOR UNDER COUNTER dJ •� m � � Lu - 2' -O 1 /2" ABOVE, SEE ELEV. - Q �- I 1 ' -1O" SUPPORT A4 _t 1 . HIN6ES - STANLEY FBB11gNPR 4 112" x 4 112" OR EQUAL. ~ ' . ON SHEET A8 m = a I I cv p Q z = t N `9 A3 ILJI ,-1- rn I I 6 2. LOGK5ET - Ma DONALD' S SPECIAL SEGUR I TY LOCK W/JIMMY PLATE. `9 N - - T/WAIL-&L. II 1 tb I N GUST., SERVICE 5 VEST, 5. CLOSER - LGN 4110 - GUSHQt- n zww u< 5 E. uj \ -t ON Ae i w cV I I I I I I \ i 1 14 ( ry 4. DETEX - MODEL #2500-AG5 DOOR ALARM, EACH DOOR. ' ► -i 5WITGH6EAR PAD �i ' t SEE FND. PLAN m M6R. AREA m �_ - ; III 5 . WEATHER STR I PP I N6 - FOR EXTERIOR DOORS; PROVIDE COMPRESSION WEATHER �- STRIPPING A6AIN5T FIXED STOPS. AT OTHER ED6ES, PROVIDE SLIDING <r. ~ LIGHT N6 PNL. HAND SINK N 1I I LI� _ WEATHER STRIPPING RETAINED IN ADJUSTABLE STRIP MORTISED INTO DOOR N A I _ 3 1 /2 SEE NOTE #3 SEE 6EN• t KITCHEN - 1 t EDGE. PROVIDE EPDM OR VINYL GASKET WEATHER STR I PP I N6 IN BOTTOM DOOR ` 2' - 11 " 1 -6' i- NOTE# 12 1® I I1 1 1 RAIL. ADJUSTABLE FOR CONTACT WITH THRESHOLD. _ w t TYPICAL t I I ABRASIVE STANPA T/WALL EL. A3 1 -8 = _ = j .. - - I " '� _ „ 6. PANIC HARDWARE - ADAMS RITE MF6. GO. FINISH TO MATCH DOOR. N Q i, 5L11 to 1 1 TILE TILE - + 3 8 5 1 /2" I - d p wuj�o t : ® ROOF A-1 1 ' -4" 1 ' -q" -g 24' -7 I 2' 4" 3' -6" 4' -O" 12' - 1 1 1 /2" DOOR #4, 5 8: 3 112'. iy cv 3 1 /2" _ _� 1 . HIN6E5 - PIANO HINGE AS SUPPLIED BY "MARKAR INC. " MODEL #H6- 105. (L z >' ORDER O N VALANCE d MENU E�- _ ___! i N �- ''` 1 1 i - - BOARD ABOVE - 3 1 /2 `� I - 6 I 2. LOGKSET - ADAMS RITE MAXIMUM SECURITY LOCK WITH CYLINDER. OUTSIDE z,aZ �-- ' t O Q m d) GREW RM. to It N t 3 N A5 CYLINDER ON ONLY ONE DOOR. INSIDE CYLINDER TO BE FURNISHED ON ALL J p Q~Z J t t t Al t DOORS. ALUMINUM ARMOR FACE PLATE. FIVE-PLY STEEL BOLT WITH 1 3/8 m to m 5TD. THROW WITH ALUM I NA-CERAM I G GORE IN THE CENTER PLY. FACE PLATE 0 `"S P,i a w 1 / FINISH TO MATCH DOORS. BOLT 15 TO BE GORROS I VE-RESISTANT PLATED. z T N Q \ \O i-C] N PRESENTER , - 4 5. CLOSER - LGN 4024 x 1 8. � p ~ IL 4 D I A. x 1 O L6. GO G. Q N t N d 4. PULL HANDLE KAWNEER #GO.q OR EQUAL. 41 a S .. f F I LED 5TL. PIPE BOLLARD. � � ( � p - I g � � -t � o �° E ED 5' -0" INTO GROUND. 2 - 1 -- - t rr1 O P. 5 . WEATHER 5TR I PP I N6 - FOR EXTERIOR DOORS, PROVIDE COMPRESSION WEATHER a A w N N w ' P. FOR 2) A3 AS .9 . A3 m m STRIPPING A&AIN5T FIXED STOPS. AT OTHER ED6E5, PROVIDE 5LIDIN6 F Nt- �/ ( WEATHER 5TR I PP I NG RETA I PJED I N ADJUSTABLE STRIP MORTISED INTO DOOR ' _ v '` • - _ - - _ ED6E. PROV I DE EPDM OR V I NYL GASKET WEATHER STIR I PP I N6 I N BOTTOM DOOR >� w A6 RAIL. ADJUSTABLE FOR CONTACT WITH THRESHOLD. Q � w LI E OF OVERHANG w w 1 -3 1 /2 A3 - (�. PAN I G HARDWARE - ADAMS R I TE MF6. CO. F I N I 5H TO MATCH DOOR. ® y w o A VE. ,� ,� _ _ ,� ,� a 8 1 /2 1 ' 3 112" N W „ �m�o2 4 --7 1 /2 4 -8 1 1 4 3 4 1 ' -4 1 /2 4 -O ' 5 ' -3 11211 1 1 -5 DOOR 06: s. N w I . H I N6E5 - HA6ER BB 1 21q 4 1 /2 X 4 112" . LL r u- 1 NGEALED VERT I GAL SPACES IN 4' -8" 31 ' -4" I O' -1" 13' =5" 2. LOGKSET - SGHLA6E-LEVON A-80-PP, U5260 FINISH. ..Z w WALLS d PARTITIONS SHALL BE ! � R F RESTOPPED AT THE GE I L I N6, o w J If 5 THAT SUCH SPACES WILL NOT f z N 4 MMUN I GATE WITH CONGEALED L Q G7'R 1�L. A N D INAI.L L L E6E N D � ¢ o w� i . Ji H R I ZONTAL 5PAGE5 IN THE ` 4 R OF CONSTRUCTION. SCALE: 114" = 1 ' -0" ` 2X STUDS O ib` O.G. �zo �o� 1 r 2x6 5TUD5 0 16" O.G. W/ Rlq INSULATION. t-owz wO zj f w Ck I MARK ROOM NAME FLOOR BASE WALLS GEILIN6 CL6. H6T. REMARKS 6ENERAL DOOR NOTESt HARDWARE d W � o Z DOOR TYPES J x W O is La i Z Z ^ W o -t m 1 1 . BRAILLE 516N d WHEELGHAIR SYMBOL SHALL BE MOUNTED ON THE WALL W_ J �- 4 F- IT W Q Z FW- m m >- Q ADJACENT TO THE LATCH 5I DE OF THE POOR. THE MALE OR FEMALE Z m w o W J Q! ? p J p J FIGURE SHALL BE MOUNTED DIRECTLY ON THE DOOR. ALL SIGNS SHALL N m C'SwV ANOD. ALUM. MALE OR Z Q ~ ?J- W > p F- = N O Q J D IY J DOOR SYMBOL C, N N w z Q �- 0 Q m V BE MOUNTED 60 ' A. F. F. TO GENTERLINE OF 5I6N5. w _j Z uW z_ w O Q W ?- Z > Q .. N 0 z I- • IY <Y D 2 T (a W H l] - l11 N (y v Q W W Ul J O IL I- W N Z W Q W � W 1 /4" TEMP. o _� Q > g J o w w z Q w 2. DETEX ALARM CONTACT SWITCHES SHALL BE RECESSED INTO THE TOP IL � p w Q Z � Z / A. D. A. " 0) O Z OF THE DOOR d HOLLOW METAL FRAME ABOVE. � K W N z_ p 2 Q m Y Z �j GLAZING 5I6N F- W W w Z) c, m W O # O I W Z w vv tV >_ I- J z Z QQ w 0 Q o > u> O I- � O tY � m � IL m O u_ // OFFSET - }} W Z W 3. DOORS, DOOR FRAMES, d HARDWARE FOR DOORS 1 , 2, 3, 6 d 1 SUPPLIED c� W Z_ d. T W J m J O m TUBULAR 4i Q lfl O J J O _ F•- _ _ - w m N w z w , � Q V W v Q >- dl j m N Z N1 O I t O BY: UNIVERSAL MANUFAGTUR I NG 1 -800-8�1 - 1 4 14. Ww �[ W 2 Z_ � O � >- �[ O PULL W/ Q m z >pp Z QQ -� p v x X t t t Q V � 0 m _ O I- V d QPUSH a Q V d �t > LL ZO N N cp a w 4. INSTALL COUNTERSUNK SHEET METAL SCREWS ON THE VERTICAL STOPS OF D _ O uw Z m O J Q 0 JO o PANIC HARD- PLATE pt �- 1 DOORS #4 5 d 8. USE FIVE SCREWS PER. 5TOP WITH COLOR TO MATCH STOP• v m C> > F- W Z O O Q Z �// HARE OPP, 1 100 CUSTOMER SERVICE • • • • • • • • • SEE GENERAL NOTE #8 J Z v [� f O W Z v J Z H Q O �� Q I - Q � I- Q W O N KICK 1 O 1 DINING - • • • • • • • • • SEE GENERAL NOTE #8 H v = = fl m O Q = U' O Q_ 1J.1 Ca �T PLATE + r Q I Z H F- W Q Q J v W J_ (Y Q W W La V W O J N W 11 w x Q WW 2 W WIN i 02 WOMEN' S TOILET • • • • • • Y MATERIAL W 1L 0) W N Z O � m m �z w w > Q I- 1- � 2 0 W i w 5 I ZE w I >- Z IL Q Z - 1 0) V > I-ILI O Q 0 W_ A - 1 0" STILE g (, t 103 MEN' S TOILET: • • • • • • 7 DOOR FRAME THRESH. u W Q IL `" _ O �L L O A N N 0 tt �[ J �! Imo- > (V AT BOTTOM v w 104 STORAGE • • • • • • ,vn I 1 3' -0" x 6' -8" x 1 3/4" S.G. WOOD H.M. N/A B • • • • • • .< 105 KITCHEN • • • • • • SEE GENERAL NOTE #4 Vf 2 3' -O" x 4' -8" x 13/4" S.G. WOOD H. N/'A E • • • • • - 11 METAL DOOR FRAME Ot Z g Q 106 PRESENTER • • ♦ • • • Q/ 3 4 -O x 1 -O x 1 5/4 H. M. H. M. ALUM. D • • • • • • • • _ 1 101 ORDER' ""- • • • • • • Q 4 5' -0" x 1 ' -0" x 1 3/4" ALUM, ALUM. ALUM. A • • • ♦ • • ) J (� N w t MOISTURE RES 6YP BD BEHIND ^^ ._./ 108 PREPARATION • • • • • ♦ V 5 3' -0" x 1 ' -O" x 1 3/4" ALUM. ALUM. N/A A • • • • '� V :- 3 COMP. SINK d MOP SINK Q ® 6"X6" WIRED 10q MANAGER'S AREA • • • • • 0 SEE 6ENERAL NOTES #1 d q I 6 2' -6" x 4' -8" x 1 3/4" S.G. WOOD H.M. N/A E • • • • • 6LAS5 W/MTL. 110 GREW ROOM • • • • • • SEE GENERAL NOTE #6 1 3' -0" x 1 ' -0" x 1 3/4" H.M. H.M. ALUM. D ♦ • • • • • • • VIEWING DOOR ON INSIDE WHERE NOTED 1 i 1 COOLER ' • • PRE-FAB WALL5, GE I L I N6 d FLOOR 8 3' -0" x 1 ' -0" x 1 3/4" ALUM. ALUM. ALUM. A • • • • • • ON SGHED. O � � .. 112 FREEZER -t �' 1I� PRE-FAB WALL5, GEILIN6 d FLOOR t= LEVER HANDLE W/ "JIMMY" ».. : PROOF ED6E D PLATE W ,>a !' • N FLOOR PLOT !' , 1/4 - - , _ l 8"x16" SGREENED ALUM, m }' 8"xlb" 56REEtED ALUM. ALL "McDONALD'5" SIGNS d 24 6A. 6ALV. MTL. 1GOPIN6 VENT ON BAGK OF REAR ¢ VENT ON BAGK 'OF MANSARD LIGHT BEAMS BY OTHERS - ® TOP OF PARAPET d DBL. MANSARD PARAPET AT 15' -0" O. G. TYP. 'AT 15 ' -0" OW TYP. UNDER SEPARATE PERMIT VERIFY COLOR W/PR( JEGT MANAGER tt $, CEDAR CLAPBOARD 51DIN6 6ALV. METAL GUTTER I 4" TO WEATHER ( TYP. ) 2, -h„ AND DOWNSPOUT EQUAL EQUAL 2' -h" i � STAIN OR PAINT AS REQ' D ; i BY Mr-P.. PROJECT M6R. TYP, MANSARD .ROOF f CONSTRUCTION } ,� 1 -6" SEE SECT. 6/A4 T/BLK ' 6 ® PARAPET T\BLK' 6. ® PARAPEToc i EL V. + 16' -I I " ELEV. + 16' - 11 " } rLu - B/50FFIT O ELEV. + 10' -0" N S � T/WINDOW ELEV. +8' -O" i TIGHT KNOT G QAR Al FTJ FASCIA AND TRIM GEDAR CLAPBOARD 5 DING w TYP I GAL' . 4" TO WEATHER ( T� .) w i ? STAIN OR PAINT A15 REQ D \ \ LNBY .McD. PROJECT M R. - a T/SILL 6 uj T ELEV. +4' -0" T/SILL O c, " LEV. +2 ' -0" r INISH FLOOR FIN. FLR. r ELEV. +0' -0" ELEV. +0' -0" •. r dl A4 A4 4 4 AT WALL 8 � I " I N5UL. 6LA55 SET IN A-1 . A A5 AN 'ANOD. ALUM. THERMAL FREEZER/COOLER SLAB d FOUNDATION Ab TIGHT KNOT CEDAR TRIM ® - BREAK WINDOW . THE "T" DENOTES TEMPERED BY G. G. STRUCTURE BY OTHERS BLD6. CORNERS AND AROUND d GLAZ I N6 ( TYPICAL) 1±'I N I SH d COLOR OF PANELS PER DOORS/WINDOWS ( TYP. ) . MGDONALD' S PROJECTS MANAGER �� FRONT ELEVATION REAR ELEVATION .. A2 1/4" = 1 '-0" A2 1/4' = V -0" • t 2 -6 o a w N GEDAR CLAPBOARD S I D I N6 `" RAIN D I VERTERS. SEE. NOTES 4" TO WEATHER ( TYP. ) o z 1 d 2 THIS SHEET STAIN OR PAINT A5 REQ D BY Mc D. PROJECT M6R. �w uw a gL T/BLK'6. ® PARAPET I—a N w ' ELEV. + 16' - W. v TYP. MANSARD ROOF GONST. 2 Q ~-'~ T A4 FREEZER/COOLER ROOF N �- SEE SEG 6/ AS " 0--- T TIGHT KNOT CEDAR GAP BY K. E. S. x Lu TRIM ( TYP. (L ) 1111 11 11 IT II IIMJHyb�� I III 1"ll, 1' ul-j:<- { T/WINDOWS I EXTERIOR ACCESS ROOF LADDER zLz z ELEV. + q 2 5EE SECTION 8/A5 - F-F- O u� Lu — o° w°' N r T/SILL w7 � � Q^ z..�..aw , ELEV. + 2' -0" T >a aw uu- ®0 Lu°v� " FINISH FLOOR x �aw ELEV. + 0' -0" j d v t� z F-�5 EQUAL EQUAL Y u_ ►�O 6 I " I N5UL . GLASS SET I N 1 $w AN ANOD. ALUM. THERMAL I J<n Lu RIGHT 5I DE ELEVATION BREAK WINDOW FRAME b U)Q<�w ir« - A2 I/4" = 1 '-0' 1 /4" TEMPERED GLA55 I N z a-u_ Ab a`�d 7• 'fie. t ALUM. DOOR FRAME. ( TYP. w 1 ® ALL ENTRY; DOORS) < lu w► i T/BLK'6. 0 PARAPET u- ELEV. + W - 1 1 " o w 2 DRIVE THRU OVERHANG A5 z SEE SECTION 7/A6 N w _ zlu �1 p — a o 3 I o A5 BTM. /OVERHANG B/SOFFIT ELEV. + 10' -0" j ELEV. + 10' -0" TM I NDOW +. ELEV. + el' -O" 20 20 ' S6 ® -- W { %Jnam T/DRIVE TWRU SILL ELEV. + 3"-0„ _ T Q , k` NOTES : Z 1 Q t ti 1 . EXTEND 6ALV. MTL. RAIN DIVERTER5 1 ' -0" Q N ' FINISH FLOOR0'-0" LE MINIMUM BEYOND OPENINGS IN WALL. SLOPE O ELEV. + O r-O x + DIVERTER IN DIRECTION OF 1 ' -0" EXTENSION O a 7" EQUAL QUAL 6 BELOW AT LOCATIONS SHOWN. CD o T DENOTES TEMPERED I IN5UL. GLASS SET INCk 1 AN ANOD. ALUM. THERMAL -� v PIPE BOLLARD, SEE FLOOR GLAZING. ( TYPICAL) P5 2. WATER I5 TO BE DIVERTED FROM Q Q PLAN FOR NOTES. BREAK WINDOW FRAME DRIPPING ONTO 5IDEWALK5 AT CUSTOMER w TIGHT KNOT CEDAR TRIM ® ENTRYWAYS. DIVERTER MUST EXTEND �_ � D LEFT 5 I DE ELEVATION HOPONALD'S WALL LOCO BLD6. CORNERS AND AROUND 1 ' -0" MIN. BEYOND CURB ONTO LANDSCAPED UNDER SEPARATE PERMIT DOORS/WINDOWS (TYP. ) . AREA OR DRIVEWAY. RAIN DIVERTER A2 1/4" = 1 '-0' • TO BE 5"x 3" H 1 CGH 24 GA. PAINTED TO MATCH SH I N65LES ( TYP.) . A:2 ELEVATIONS PLOT 5CALr-, 1/4-_1 - Flelw-cum 1 � � 1 /2" 6YP. BD. ON 5/8" PLYWD. s F. R. P. 'OVER 5/5" FIRE GORIAN SILL W/ ON 2x6 STUDS ® 16" O.G. W/ m TRT' D PLYN? (SEE BACK-UP RADIUS CORNER KRAFT FACED BATT INSUL. SUPPORT PLAN) ON 2x6 STUDS BETWEEN III ® .16" O.G.IW/5 1 /2" KRAFT WOOD SHIM 8 fill] 11111 [1 2x BLK' G. II k E06E BEAD d SEALANT FACED BAT-? INSUL. BETWEEN SEALANT KITCHEN GEILIN6 • : LINE OF 6YP. BD, BELOW SILL ` LINE OF 6YP. BD. GUST. 5 RVIGE GL6. ELEV. = +8' -4" .fl DBL 2X6 NAILED TOGETHER d 11 , t BELOW SILL � ELEV. = �Q -O -I Z �• SUSPENDED FROM JOIST. �+ � GL6. SURFACE m { PROVIDE F. R. P. ELEV. =V. I . F. _ KITCHEN GEILIN6 T/ WALL FINISH ON ALL _ Z � m ELEV. = +8' -4° 'IVB/ VAL�NGE ELEV. _ +6' -8" SURFAGES OF WALL. co � � ELEV. +6' -8" = - - - - - - - - - - - - --11 D__ ' PROVIDE F. R. P. 5/4" DIA. THREADED 1x OAK SILL FINISH ON KITCHEN II r - - - - - -_ - II ROD DRILLED BETWEEN ] PREFIN. ALUM. FLASHING AND TR M. SIDE. 1 /2" GYPSUM BD. I ) I I II DBL. 2X6; PROVIDE Q ' BELOW WINDOW SILL 1 ON 2x4 WOOD STUDS C1 � ( 1 � I] DBL NUT d OVER- OT SLIDING D/T WINDOW T/ WALE. AT 16" O.G. II II SIZED STL. WASHER LINE UP XT. WOOD SHIM d CONT. SILICONE NOTE TO ANCHOR SILL LLOPLATE U I I I I Li PROJEBELOWGGERODN6 TOIN. FAGS OF INDOW SEALANT ® PERIh�1. OF WINDOW ELEV. +3' -8" SYST. W/ EXT. FACE PREFIN. ALUM. FLASH. LINE UP EXT. FRAME 1 /2 6YP5UM BD. N OF PLY D BELOW WINDOW SILL FACE OF WINDOW ; ON 2x4 NOOD STUDS I I I I RECEIVE P.O. S. y SYST. W/EXT. FACE lx4 TIGHT KNOT CEDAR - AT 16" O.G. I - _ - - I E MONITOR ( ROD BY G.G.) OF PLYWOOD TRIM. LAP WINDOW FRAME TYP. EXT CONSTR. ix4 TIGHT KNOT CEDAR j ANCHOR SILL PLATE L - - - __ - - - J J .SEE SHEE A6 TRIM LAP WINDOW FRAME TYP. EXT. WALL CONSER. ! TO GONG. FLOOR: SEE SHEET A6 I NOTE: w 2 3 E T I ON 4 SECT I ON 5 DETAIL SEE K 1 SHEET FOR LOGAT I ONtD I DETAIL �� DETA I L S G ��— Ln " _ N A3 1 1/2" = I ' -0" A3 1U = 1 ' -0" Ill O l TYP• EXT. WALL CONSTR. 1 /4" SHIM d 1x4 TIGHT KNOT A SEE SHEET A6 SEALANT TYFf'. 1 ' -O 3/4" B 3 1 /4 CEDAR TRIM 2x ' S SPANNING too I -JOISTS s SIMPSON PTO S ix4 TIGHT KNOT CEDAR -1x4 TIGHT KNOT CEDAR ; BOTTOM CHORD OF SIMP. PTO " TRIM. LAP WINDOW FRAME TRIM, LAP DOOR FRAME TS 4x8 FURR OUT w/ I -JOISTS Ix8' S A�.�• REQUIRED ® 4' -0" O.G. { y Ix8 FOR BACKUP OF WDOD SHIM d CONT. HOLLOW METAL DOOR FRAME l SILICONE SEALANT ( PAINT) SEE DOOR SGHD. PLYWOOD SHEATHING 7 ! 4 0; ALUM. THRESHOLD nl STEP T/WALL USING 1 " MIN. GAP ;t T/WALL ELEV. _ ? WOOD I JOIST J I _ BELOW � ADDITIONAL TOP PLATES J } — TO MAINTAIN I "MIN. GAP + 10' -3" V. I . F. Z � F LAE T/WALL VARIES + 10' -0" _ TO + 1 O' -4 1 /2" tD 7 - 2x STUDS - - ® I6" O. G. 2x4 STUDS ® - Ix4 TIGHT KNOT CEDAR 16" O.G. 2x6 FRAMING ® 16" O.C. 1 /2" GYP. BD. ON TRIM, LAP WINDOW F. R. P. ON 5/8" PLYWOOD. 1 /2" GYP. BD. ~z p o 2x6 STUDS AS SHOWN w/ FRAME, TYPICAL SUSP. VINYL-ROC o` < ANODIZED ALUM. BATT INSU . , CORNER ENTRY DOOR d FRAME d EDGE BEADS, ATTACH SUSP. VINYL-ROC GL_G; ® 8' -4" H -" e MTL. ED6E BEAD ® 6YP. TO GOLUMW w/THREADED GLG. ® It BOARD RETURN FINISH FASTENERS WELDED TO z w w < MTL. ED6E •BEAD d CORNER OFF TO DOCK FRAME W/ COLUMN BEAD @ RETURN. FINISH OFF T FRAME W/ CONT. SILICONE SEALANT ~� O O DOOR I I ANOD. ALUM. r COW. SILICONE SEALANT LINE OF C P. BD. II WINDOW FRAME w/ KITCHEN STORAGE 2x4 BLK' G. 2x6 WOOD STUDS BELOW S I TYP. I I 1 I NSUL. 6LAS5 Y . 112" 6YP. BD. 1 /2 DRYWALL 1 /4" SHIM d 2x BLOCKING "� N J COR I AN S LL TYP. - SEALANT TYP. Z� 0.W b DETA I L �� DETA I L L �{ DETAIL �� SECTION 10 SECT I ON W a o { " I N A3 11 _ I N A3 N _ 1 _ " a L 0 Q 1 1/2 - 1 -0 11/2 - 1 0 1 112' = 1 '-0" A3 1 I/2 = 1 -0 0 �� LINE OF 6YP. BD. ANOD. ALUM. I x4 T I 6HT KNOT EXT. WA N T W2 a z°_z<� B CEDAR TRIM TYP. E LL GO 5 o Q _J Lu BELOW 5 LL WINDOW FRAME W/ 2 MIN. 1 INSUL. 6LA55. J � a �QN # ; �� ANOD. ALUM. FILLER SEE SHEET A P I EGE TO MATCH SEALANT ( TYP. ) -1 S �= w U- it 4" MAX. ANOD. ALUM. B 1 /2" EXT. PLYWD. GORI AN ILL TYP. I 1 /4" SHIM d WINDOW d DOOR FRAME FACE OF MULLION z;`�a� SEALANT �./� DOOR d FRAME � ALIGNS w/EXT. �°v � PLACE R I 6 I D BP. INSUL. L I NE OF 6YP. BP. "v 1 ' -0" WIDE ALL AROUND 1 /2"PLYWD. ANODIZED ALUM. FAGS OF PLYWOOD Z 3w DOOR PEN I N6 - BAIT INSUL. BELOW SILL. TUBE GO SEE STRUCT, i x 1 0 TIGHT KNOT m a z a - CEDAR TRIM, LAP ENTRY DOOR d FRAME BELOW D Y o o ' MTL. CLOSURE GORIAN SILL TYP, w • WINDOW FRAME W SET I N SEALANT � o� �� _ BY K. E. S. , BATT IN UL. � W v lt►rr a�! H u 1 /2"6YP. BD. W/ Ul P% AINT TO MATCH It i�w (11� CORNER BEADS ON -"-- N a 4 w O 5/8" PLYWD. BACK -- _ _ - - = - % I 2 w a UP SUPPORT. RADIUS ILL ° u� ¢• CORNER YP. N Q O Q W ' m 1 /2" 6YP. BD. ON ►- (n _ ANOD. ALUM. WINDOW 5/8" PLYWOOD cl 112" 6YP. BD. ON 1 CORIAN SILL__ 1 11 1 /4 2x6 5TUD5 A5 SHOWN I I I FRAME w/ 1 " INSUL. BACK-UP SUPPORT w/CORNER d EDGE BPS. 4,1 ANOD. ALUM. DOOR I I GLASS $p zo Z j FREE ER/COOLER 3 1 / _ d FRAME PR F N. ALUM. J w ' WALL I ' - 1 1 1 /4" `p CLOSURE PIECE TO FLASH N E OW 1 /2" PLYWOOD ALUMINUM GL05URE RADIUS SILL LINE OF GYP. I 6 B L t +:r P I EGE 3 SIDES OF DOORWAY CORNER TYP. MATCH DOOR FRAME BD. BELOW WINDOW SILL. a p CONT. SEALANT 3 SIDES 1 /2" EXT. PLYWQ. WALL HP. FREEZER/COOLER RIGID BD. INSUL. a H w ' SUPPLIED BY K. E.5 ix O T,IGHT KNOT Wq 1 ' -01 WIDE .. w 1 HALL GEAR TRIM, LAP. SHEATH. W I'NDDW FRAME 3 1 /4" BELOW AROUND EDGESo �-0)�w z wo2ocZ� . ANODIZED ALUM. 3/4 N 11 �J I WINDOW FRAME w/ 1 /4" SHIM d I /2 6YP. BD. ON w I, " INSUL. GLASS SEALANT 2x6 STUDS AS SHOWN d w w/CORNER d EDGE BPS. N DETAIL �12 DETA I L �13 DETA I L 14 DETAILri5 DETAIL °wcl ' I I/2ui " = 1 ' -0" 1 i/2" = 1 ' -0' 1 1/2 - 1 -0 A3 1 1/2 - 1 -0 1 1/2" - 1 0' z � W tv p 3ya V ` W �f W .— z ., r 2' -6" COUNTER TOP BY o o o i OPERATOR - VERIFY f4 cv WI TH McDONALD'S LINE ABOVE COUNTER TO PROFILE.D HALL SEEUT MANAGER WH I GH _ TOP ABOVE • m TYPE OF COUNTER � SECTION. TOP WILL BE USED y _ _ _ _ _ _ — — _ — — — — — — — — — t• I 1 — —I ; 2' DIA. ` SLEEVE -�—FINISH cv FW- W ' AS PER _ I Z C 0 CONT. 2x4 - _ DECOR NOTE: UNDER 2" DIA SLEEVE -�� O COUNTER SUPPORT _� J 2x4 FRAMI N6 I w - - WALL FURNISHED V - v O 1/2' DRYWALL d INSTALLED -- - - - - - - - - - - - - - - - - Q ° `' • ', BY G.G. ry 2x8 ® 24"O.G. , 4' -2 1 /2" 4' -2 I /2" 211 N GUT TO PROFILE ' -► ,/4" I F T 1 LE I S USED 1 ;' PROVIDE "HYDROMENT 3 1 /2"D f " ' PFRP OVER L WOOD ON SEALER, ULTRA 'SET LATEX J L J KITCHEN 51DE SEALER, G -2 COUNTER LENGTH OO � v QUARRY TILE #� 1/2" PLYWOOD TYP. CA o {r, ' FLOOR d BASE w .— O (y r > A3 1!1 O N f , r 1 +`, 3 1/2" < ,-, 18 DETAIL la DETAIL 20 DETA I L _ ►b SECT I ON �� DETAIL t 1/2 = 1 0 :. 1/2• - t :_o. A3 o'd - A I " - 1 '-0' A3 In = I '-O" N I ": DETAI LS i, - R - - a } F 5 1 /2" 4 1 /2" 24 6AAE 6ALV. GAP }' k LIGHT BEAM MOUNT BRACKET FLASHI 6 SNAPPED OVER 24 6A. 6ALV MTL. 2 1 /2"x2 1 /2"x3/lb" AN6LE, m ? 1 vv CONT. qTL. CLEAT ® FRONT FLASHING INTO LAG BOLTED TO 2xb HEADER A41 l " IN L. GLASS ROOFING d SEALED AND WELDED TO TUBE WITH -- R= 1q INSULATION ; IN AN .AWM, FRAME SEALANT ( TYP, ) L16HT BEAM UNDER d NAIL D AT BACK, 5EPERATE PERMIT SLOPE TOWARD ROOF FOR P05. 2-2x6 PLATE AROUND THE TUBE. 3/16" CONT. WELD.' CEDAR CLAPBOARD 1 /2" GYPSUM BOARD j PREFI ISHED ALUM. GORIAN SILL DRAINA6E, 4" EXPOSURE SIDIN6 ON 1 /2" ! ! .; FLASHI 6 UNDER 24 GA, GALV.MTL. FLA5HIN6 ON FROT FAGS TYP, L16HT BEAM BEYOND EXT, GRADE PLYWD. 2x STUDS ® 16" O.G FRAME TYP. MANSARD ROOF CONSTR. � 2x6 BLOCKING T P OF PLATE SEE SECT. 6/A4 2"x2"x1 /4" TUBE I-jh E EV. +2 O T/2A6 PLATE ( 2 REQ' D. ) 12' -0" QUARRY TILE FLOOR „ _ APART FOR SIGN. Z, ► �� .#+ ELEV'. + i b - 1 1 - 8 COVED BASE 1 x4 T 6HT KNOT tt `� N �` CEDAR TRIM GONG. WALK 1--' 1/2" GYPSUM BD. TOP OF 2x4 �j ELEV. + 16' -11 " — 2xb CONT. EALANT WOOD HIM d GONT, 1/2" EXT. PLYWD. N TYP. 6ALV. RIPPED ix8 TIGHT p Ijj 51LI NE SEALANT R= 1G INSULATION KNOT G PAR TRIML p D 20 6A, 6ALV. MTL. FLASHIN6 MTL. FLASH II OVER STUDS, LAP DOWN OVER 1 TYPE T HALL ON TR. TYP. EX . WALL GONSTR, TYP, ROOFIN6 2x6 HEADERS FASTENED II Z 1 SEE T.Ab MANSARD TRUSS SEE SH ET A6 FNDTN. WHERE FIN, 6RADE IS AT PARAPET 24 6A. 6ALV. BETWEEN TRUSSES WITH o O ; ; 2x6 STUD WALL SEE DETAIL I/A5 MTL. VALLEY JOIST HAN6ER5. > II 2 OR LESS BELOW FIN. FLOOR t FLASH I NO, OUTSIDE W L 1 /2 JOINT II ! FILLER NOT LINE UP EXT, FACE OF 1 META I L WINDOW SYST, w/EXT. META I L 3 DETAIL �� DETAIL 5 DETAIL > FACE OF PLYWOOD _ 4 1 1/2" = 1 '-0" BELOW TYP. A4 1 1/2" = 1 '-0" A4 1 1/2" = 1 ' -0' A4 I " = 1 ' -0" 3 - I 0 A4 '� Z�� 3 B 2 A4 OP OF 2X4 A4 TOP OF 2 4 T/2x6 ® PARAPET { y . + - 1 ELEV. + 1 ' -11 " � ELEV, + 16' -11 " tr / 4 �) A4 I6N 1 /2" EXT. 6RADE PLYWOOD t 5I6N ON BACKSIDE OF PARAPET TYPICAL WALL CONSTRUCTION , 2 SEE SECTION b/Ab I / .• A4 CRICKET/PARAPET BRACING 5/8" PLYWOOD SEE 5TRU6T. DW65. FOR N�fl N P GA MANSARD R CONSTR., SEE DETAIL 6 FOR DETAILS z 4" CANT( TYP. ) TOP/PLATE ® BRACE ELEV. TYP, MA 5ARD ROOF GONST. NOTES IN THIS ARE ELF 5EAL1N6 ASPHALT ROOF SHINGLES € N 15#ROOF FELT ON 5/6" EXT, GRADE 5/8" PLYWD. SHEATHIN6 SEE SEC, , 6/A4 / VARIES + 14' -0" TO + 15' -0" TYPICAL FLAT ROOF CONSTRUCTION -- ' ON ROOF JOISTS GLASS "A" GRANULATED GAP SHEET o..� ' EATHIN6 ON MANSARD ROOF TRUSSES® ► / ® 32 0. G. OVER 3 PLY BUILT-UP ROOF ON 5/8 w w a f 2 0.G. LIGHT B AM 4 EXT. 6RADE SHEATH I N6 ON WOOD TYP- ROOF CONSTR, 16HT BEAM SEE SECTION 8/A4 I -JOISTS SEE STRUCTURAL DRAWINGS A4 � � z u•, OP OF ROOF DECK ®H. P, F A H N H N TR M LEV. + 12' -6° BOARD d ONTO SHEATH I N6 W WOOD I -JO I ST w ►- d SELF TAPP I N6 5GREW5 w/ d o R-30 BAIT INSUL. R-WIETN I NSUL. NEOPRENE WASHERS ® 12" o z t W/GH I GKET WIREO. C. FASTEN THRU CONT. — S v w W/ WIRE o a o { SYSTEM. SP. SYSTEM. BEAD OF SEALANT BET. BOTT. /TR SS ROOF SECTION d o Q -.J . + - ELEV -2 � �Sa�Waw TT. /TRUSS GOUNTERFLA5HIN6 � �J ° - HOOD I -JOIST GONT. 2x 4 PLATE ® z Q I TOP OF FRAME. AGE T N o v b_ 2 STANDING SEAM ALUM, #, r TT, /HEADER t BOTT, /HE PER BACK ® 32" O.C.O.G. ROOF SECTIONS FURNISHED tY , — d INSTALLED BY KE5 VARIES 5' -0" MIN, @ , , Qo a�N ►., 41:LEV. +q ' -2" ELEV. +q -2 TO 5' -0" MAX. � S o CONT. 2�6 PLATE O N +- NT. SGREENED I v t • ALUM. SOFFIT VENT w w ~ ► CONT. 2x6 PLATE TOP d BOTTOM SUSPENDED o R=30 BATT INSULATION � �w 6 uLL. w/2x6 BLOCK I N6 1 GE I L I N6 w/GH I GKEN WIRE SUSP. ®o o ;I° 1 -1 1 SOFFIT ON S I M. „ SYSTEM a w I lx4 FURRING I A5 G -O A. F. F. J�� 1, AS VINYL COVERED GYP. LAY I N -- U_uj 6LULAM BEAM GE I L I N6 PANELS " ~ w a NE LAYER OFP1112" 6YPANBDRD a g 14` P. SEE STRUGT, DW65. I iu PPL 1 ED TO FACE OF OUTR I 66ER 4 INSUL. PANELS Q 1 TYP. FIRESTOPPIN6 ® MANSARD FURNISHED d INSTALLED FULL DEPTH BLOGKIN6 AT WALL INTERVALS NOT TO EXCEED z o Z ti O' -0" 0. ONE FULL PERIMETER ONE LAYER OF 1 /2 GYP. BD. BY KE5 SHEATH I N6 PANEL JOINTS AND a a w 1 APPLIED TO FACE OF OU R 166ER AT GE I L I NG ( TYPICAL) a ` 1 F BUILDIN6 0 OVERHANG, ® INTERVALS NOT TO EXCEED ` �-o INTE6RITY OF FIRE5TOPPIN6 TO E GONTINUOU5LY MAINTAINED k 20' -0" O.C. , FULL PERIIMETER `"� lu " ANOD. ALUM, WINDOW F.R. P. ON 1 /2 GYP. BD. ON �i w u� 11 FRAME w/ I " INSUL. 6LAS5 IN BUILDING ® OVERRAN , 5/5" PLYWOOD ON 2x6 WOOD ' I NTE6R I TY OF F I RESTOP I N6 TO �� EXT. FACE OF FRAME BE CONTINUOUSLY MAINTAINED - STUDS ® I6 O. G, i TO BE FLUSH w/EXT. 1 x; FIN. i � w z ; FACE OF MATL. ANOD. ALUM. WINDOW 2x6 PRESSURE TREATED SILL PLATE S Q FRAME w/1 " INSUL. 6LA55 o REAR WALL, ANCHOR TO FOUNDATION o w EXT. FACE OF FRAME I WALL w/ 1 /2" D I A. x 12" LONG A. B. 0 6 m tt • " TO BE FLUSH w/EXT. w/3" HOOK ® 4&" O.G. m w i o 6 j A4 ,I t FACE OF FIN. MATL. 2 MIN. z N ,, .` . IMAX. �n = 4 F. R. P. ED6E MOULD I N6 ON 9 A4 ! OAK TRIM TOP OF 4 VINYL BASE �! in QUARRY TILE FLOOR FINISH I f• n TOP OF LTE ANGLE SECURED TO HALL . ; OP OF PLATE + TYPICAL FLOOR SLAB CONSTR. ELEV. -O" QUARRY TILE 1 x, SEE STRUGT. DW65. FLOOR FINISH TYPICAL FLOOR SLAB CONSTR. " ` 5 4"GONG. FLOOR SLAB W/FIBERME5H € A4 5 5 1 /2" 5 1 /2" REINF. OVER 6 MIL POLY.VAPOR A4 3' - 11 1 /4" 1 ' -5 1 /4" TYP. FRZR, /COOLER BARRIER ON 6"GOMPAGTED STONE BASE I SLAB W LANDSCAPE AREA LAND5GA+ AREA SEE STRUGT. DV165. Q OR SIDEWALK OR SIDEWALK Q N 1 w TOP OF SLAB TOP OF LAB d o e F ELEV. O -O \ t o d. II. a � e' d a d b e II p `•' ' � II.' ♦ ° e d d 4 d a d . } 000 go 80 80 080 8O °080 80 080 80 80 80 080 8O 00%0 $O O °0%0 $O °o o8 °0 ° e Ii e o°0 80 80 80 080 080 00%o o8 80 Z 4 O O O 0 08 O °$ o8 O 08 O II j 00 o80 0 08 O 08 o8 OI 08 O o8 O o8 O O o Og �80 8 0 08 O o8 O i 1 � 08 08 6" MIN. ABOVE a� a b" MIN. ABOVE Q d ; ALA FINISH GRADE F I N I SH DE O °0 0 8o a J Q 08 08 ;: . . 1; TYP, GONGRETE FOUNDATION TYP FOUNDATION $ r SEE STRUCTURAL DRW65. SEE 5TR GT, DW65. ° J o NOTE ► �� ► TYP. CONCRETE FOUNDATION Q Q ; 2" P161P INSULATION FROM NOT 2" R161 INSUL. FROM OUTSIDE FACE OF STUD WALL SHALL w ALI6N W/OUTSIDE FACE OF FDN. WALL SEE STRUCTURAL DRW65. ! TOP OF FOUNDATION TO BOT• , OUTSIDE FACE OF 5TUD WALL SHALL TOP OF NDTN. TO BOT. Q cxv ,� t OF FOOTIN6 0 PERIMETER AL16N W/OUTSIDE FACE OF FDN. WALL OF FOOT NG ® PERIMETER 2" RIGID INSULATION FROM # TOP OF FOUNDATION TO T. ` FRONT �ALL 5EGT I ON -7 5EGT I ON ® VE5T I BULE �� REAR WALL SECTION ® F/G of FooT1N6 ® PERIMETER 3/4 - I -0 t:' A4 A4 3/4 1 -0 2 N SECTIONS , C1P -VOR • I, } a EXT, 5IDIN6 - A SEE EXT. m 1 /2" EXT. PLYHOOP ELEVATIONS CEDAR CLAPBOARD SIDING • WRAP FELT ' ON 2x6 WOOD STUDS PAPER UP BEHIND GON1. SEALANT 16" O.G. N/lz=lcl MANSARD R F GLULAM BEAM FLASHING BATT. IN5UL BETWEEN 'TRUSS SEE STRUGT. 24 GAUGE 6ALV. MTL. FLASHING 6ALV. MTL . LASHING W/ 6ROMMETED GONT. WHERE SIDING FASTENERS MEETS TRIM B/TRUSS ROOF " ELEV. 1 O' -2 �— SHINGLES 1x12 TIGHT II;NOT CEDAR TRIM CONT. p 'T1 - 11 51PI146LZ }- .PANEL SOFFIT �- INSTALL ON `- 1x FURRINGa t. W 1.x12 TIGHT KNOT 2x6 BLOCKINGCl CEDAR TRIMS SEE STRUGT. - BOTTOM OF IM ELEV. +q , - w i ` B/HEADS ROOF FRM' 6. N PER STRUGT. ELEV. + ' -2" 5U5P. CEILING ® G ' -O" w t 1 TAIL 72 � FLASH I NCB DETAIL 3 TRII M DETA I L 4 5 Z g 1I/2" = 1 '-0" AS 3" = 1 '-0" 3" • z W Q � 3 4 2 A4 I • A4 � TOP OF 4 T/2x6 ® PARAPET ELEV. + 1 ' - 11 " ELEV. + 16' -11 " , T/2x6 ® PARAPET ELEV. + 16' - 11 "IL N A It 4 TYP. ROOFING @ PARAPET / GRANULATED GAP SHEET OVER LIGHT BE 5/8" PLYhIOOD ' 2 PLY BASE SHEET ON 1 /2" PLYWD. 1 "x2" IIGA. STEEL EXTEND GAP SHEET DOWN OVER / CANT $ ONTO SURFACE. TUBE LADDER FRAME. 5/8" PLYWD. SHEATHING ON ROOF J015T5 GRICKET/PARAPET BRACING TYPICAL MANSARD ROOF N T " N0ZQ'Np ® 32 O. G. 4 SOLID FIBER CANT SEE STRUGT. DWGS. FOR v z p H w Q < ON SEE SECT. 6/A4 / lo DETA I LS _ W_ z ul I 4" SOLID FIBER GANTo -. az ( TYPICAL) 2"x2"x5/ 16"STEEL ANGLE TYPICAL FLAT ROOF GONST o TYP I GAL FLAT ROOF CONSTRUCT I ON PLATFORM S PPORT FRAME SEE SECT. 8/A4 w Q TYP. FLAT ROOF GONST • SEE SECT. 8/A4 W/ #3 EXP. GRATE FLOOR. N w SEE SECT. 8/A4 SEE PET. 3 A7 FOR CONN, } TO BU I L D I N ,A Lu `n T/ROOF GK i 3 ELEV. = AR I ESui • �L. Qa T/ROOF DECK ELEV. = VARIES — — — — ~ �z I 3 TOP/ROOF DE K i ELEV. =+ 1 1 ' - " "a � u w WOOD I -JOI5T . x •:' BOTTOM O TRUSS ` ELEV. + 1 ' -2" fl- R-30 BATT I NSUL. — — — — — — — J L a a W/CHICKEN WIRE SUSP. IL 8 x8 24 GA GUTTER w. WITH COUNTS FLA5H 6 a t- - SYSTEM. AND 6"x " D WNSPOU T LU- o ' 2 SEE ROOFPL N AND ELEV. 01tY_ w FOR LENGTH. cn : z o" 1`, 1 R=30 BATTINSULATION u p S 5Y5TEM • w/GH I GKEN IRE SUSP. p w w N N r 'CONY, 5GR NED , _ ALUM. SOFFIT VENT w _ � w 4 � R=30 BATT INSULATION >6 a • Q0 o w w/CHICKEN WIRE SUSP. 3/4" DIA. x1 VINYL-ROC SUSP. T1-11 50FF T ON p�tUaW� r 1x4 FURRI 1 SYSTEM N SIM. RUN6ST®. 1LA PER CEILING PANELS � a z �� p O.G. MAX. - u � « V p I GE I L 1 NG PANELS FULL DEPTH BLOCKING AT WALL "?a TYP F R PP N6 ®GYP.MAN5A SHEATHING PANEL JOINTS CLG v r ONE LAYER 1 /2 GYP. BD. ; TYPICAL WALL GON5T GT ON Z -� APPLIED T FACE OF OUTRI66ER AND AT LADDER SUPPORTS. �a w S SU OR 5. TYP. a w� ' SEE SECT. 6/A6 FULL DEPTH BLOCKING AT WALL o w ' •® INTERVAL NOT TO EXCEED i 20' -O" O.-C , FULL PERIMETER SHEATHING PANEL JOINTS AND = 1 /2" GYP. BD. ON 2x6 a w OF BU I LP I ® OVERHANG, AT GE I L I NG ( TYPICAL)I GAL) WOOD STUDS ® 16" O.C. Q nu a i� INTEGRITY F FIRESTOPPIN6 TOQ w+-� N t ANOD. ALUM. WINDOW "ROKAH W`"o BE GONT I NU USLY MA I NTA I NED FRAME w/1 " I NSUL. GLA55 7"x3"x 1 /4" STL. ANGLE WELD TO LADDER EA. 5I DE TOP d BOT. ? -. F. R. P. " SECURITY GATE: ATTACH TO WALL W/2-3/4" PIA. o a EXT. FACE OF FRAME ON 5/8 FIRE TREATED PROVIDE HAS FOR x5" L6: LAG BOLTS. TO BE FLUSH w/EXT. O PLYWOOD ON 2x6 WOOD STUDS • FACE OF FIN. MATL. ' ® 16" O. G. SEE BACKUP PADLOCK d 3 HIN -S. t�i� 1lLp cr SUPPORT PLAN ON SHT. A8 = I " CHANNEL FRAM N S a i N `E O SIDES 8 FOR EXTENTS m GATE W/ 1 1 /2" #q FLAT a w o i EXPANDED METAL. ro w o >wju z r A4 F. R. P. EDGE MOULDING ON w w F.R. P. EDGE MOULDING ON TOP OF QUARRY TILE BASE a N z A a o TOP OF QUARRY TILE BASEJUL I p 1 /2" COMPR i ` �t - QUARRY TILE FLOOR FINISH — QUARRY TILE FLOOR FINISH QUARRY TILE FLOOR FINISH 51BLE JNT. ILL R • TYPICAL FLOOR SLAB CON5TR. TOP OF P TE TYPICAL FLOOR SLAB CONSTR. TYPICAL- FLOOR SLAB GONSTR. SEE STRUGT. DW ELEV. +2' O" SEE STRUGT. DWGS. SEE STRUGT. DW65. • 65. i 5 5 TYP. CONCRETE FOUNDATION A4 A4 SEE STRUCTURAL DRW65. LANDSCAPE AREA u.l !.. ii OR SIDEWALK 2" RIGID INSULATION FROM Q N 1 ;. TOP OF FOUNDATION TO WT. _N : TOP OF S B TOP OF SLAB OF FOOTING 0 PERIMETER v w ELEV. +Q� a ELEV. +0' -0' e a d e '. TOP OF SLAB Q O tun) �) 0,0 8o 8o 080 8o W o 84 �� ° o°0 80 80 8o ELEV. +O' -O" a a . d 0 80080000 80 o80 08 080 08 O O O O o 08 %O o80 080 °O$O o8 80 a ° 80 ° a O ° . 0 80 80.d • 80 o Z `� .� a • 08 08 08 O o° O ° o 08 08 o O o8 °0 0 80 0 0$ 0 °O o%0 08 0$0 08 g0 Q 6, MIN. ABOVE a a � 08 0 ° Q °080 � � 80 0 ° 1 FINISH GRADE J Q e f•-� O `l J J V TYP. CONCRETE FOUNDATION � TYP. GONGRETEIFOUNDATION p IL I SEE STRUCTURAL DRWGS. 5EE 5TRUGTUR DRW65. (n NOT R a. Q � Qk 2" RIGID INSULATION FROM OUTSIDE FACE OF STUD WALL SHALL a 2" I6ID INSU ATION FROM 4, 3"x5"xl /4" STL. PLATE Q ALIGN W/OUTSIDE FACE OF FDN• WALL TOP OF FOUNDA ION TO BOT. NOTE a N TOP OF `FOUNDATION TO BOY. NOT W/ 2-3/4" DIA. x 3"L6.OF FOOTING ® PERIMETER OF FOOTING ERIMETER OUTSIDE FACE OF STUD WALL SHALL v- i OUTSIDE FACE OF STUD WALL SHALL ANCHOR BOLTS EA. LEG. ALIGN W/OUTSIDE FAGS OF FDN. WALL ALIGN W/OUTSIDE FACE OF FDN. WALL 6 5 DE YVALL SECT"I ON 51 DE INAL SECT I ON 8 5ECT I ON LADDER - 3/4" = 1 '-0" -- 3/4" - 1 '-0' w 3/4. 1 '-0' ' A5 N PLAN _ - - 24 GA. GALV. - GONT. SEALANT AROUND PLATEw` ING THRU BOLTS - FLASH1 GALV. METAL I FLASHING 1f <D STEEL ROD SEAL ALL BOLT r PROTRUSIONS THREADED ® BOTH 5/8" STEEL PLATE THRU f 6 ENDS (6" MIN. = BOLTED SEE VIEW ® LEFT PAINTED. SEE # i 3"R STRUCTURAL BUILT-UP ROOF ON • 5/8" EXT. PLYWD. r TAPERED CANT ON RIPPED 2x8' S. 1 f SEE ROOF PLAN SEE STRUGT. FOR FURTHER DETAILS. 1 ELASTOMERIG SEALANT IN GLAV. 2x8 LEDGER Fr MTL, PITGH POCKET _ 0~ PROVIDE 2x BLK' G I "(P STEEL ROD cv . THREADED ® BOTH O O I - EACH SIDE OF 2 ` ENDS 6" MIN. W i CONT. SOFFIT VENT. PAINTED 3" B/SOFFIT ' NOTE: j R2" Off ELEV + 10' -0" B/SOFFIT SEE SECTION -7/A6 ; w Ix BLOCKING 1 ELEV. + 10' -O" AND STRUGT. DWGS. } BOLT TO RIPPED DBL. 2x8 . FOR CONNECTION 2x6 SEE STRUGT. DWGS. • -r 1�1 PLYWD. SOFFIT DETAILS _ f c lY3 RIPPED DOUBLE 2x8 2x12 5 1 /2" � ! SEE STRUGT, DWGS. 1x12 TIGHT KNOT • FASCIA CEDAR TRIM T1 - 11 SOFFIT i 1 DETAIL DETAIL s3 DETAIL DETAIL • i Ab 1 1/2" - 1 '-0' 1 1/2" - 1 '-0" P6 1 1/2" I ' -0" A6 1 • l� A4 A4 T/2x6 @ PARAPET 1 v T/2x6 ® PARAPEToL 1 ELEV. +16' — I1 " • ELEV. + I(b I I " 3 ! Ab 1� � ,,.. TYPICAL WALL GONSTRUGTION , CEDAR CLAPBOARD SIDING ON S "� TYP. ROOFING ® PARAPET TYVEK AIR INFI TRATION TYP. ROOFING ® PARAPET SEE SECTION -I/A5 BARRIER ON 1 / " EXT. GRADE SEE SECTION 1/A5 s . PLYWOOD ON 2x6 WALL STUDS ® 16" O.G. w/ 5 1 /2" KRAFT FACED BAIT IN40L. BETWEEN CRICKET/PARAPET BRACING t s = SEE STRUGT. DWGS. FOR , . DETAILS 4" SOL I D F I BER CANT Z ~ <. - ENTER OF PLATE ® BRACE O A d 1L ON `r ELEV, + 1 4' -O" TYP I GAL FLAT ROOF GONSTRUGT I ON r w T SEE SECTION 8/A4 <� r TYP I GAL FLAT ROOF CON5TRUGT I ON o ` SEE SECTION 8/A4 N w w Q T aNLu z OIL Q _ T/ROOF DECK i No ELEV. VAR I E5 0 o �ZH # N �!: i � ao�sw� — — — - - — — to oI1 JQQ~ZJO B/SOFFIT i J t Cb Q + ELEV. 10 -0 U4 , I v� Q QQOL �z BOTTOM OF TRIM VARIES 3 -O MIN, maz ELEV. +cl ' -2" R=30 BATT INSULATION 2 -O Cc:° g�o Q � 4 w TO 5 -0 MAX. c /CHICKEN WIRE SUSPle� . ' SYSTEM 1 ' 2 Lo � � _F SOFFIT LIGHT w — ��Y�� ? A6 SECUR I TY L I 6 I NG �' L >u- a �o OL RESTROOM GEILING _ o , 2 ELEV. +8' -q° "- MODEL 851 - 1 H R=30 BATT WCH I GKEN HIRE LSUSPN Q® w Q 5 DETAIL � � • y SYSTEM � � ��j a w F 1 " INSULATED LA55 a� Y p VINYL-ROC SUSP. Y v 1 /2 GYP. BD. CEILING ON LITE BY OTHERS ��-U- $ Z ^ 2x6' 5 ® 16" O.G. IN CEILING PANELS ..RC4 TOILET ROOMS ( TYPICAL) J Q TYPICAL WALL G0N5TRUCTION GEDAR CLAPBOARD ,SIDING ON LINTEL SEE STRUGT. DWGS. Q OM w z TYVEK AIR INFILTRATION o w� ; BARRIER ON 1 /2 EXT. GRADE WOMEN' 5 ROOM DRIVE-THRU W NDOW, a o N PLYWOOD ON 2x6 WALL STUDS _ ® 16" O.G. w/ 5 1/2" KRAFT SEE SHEET Al NOTES• f5 w FACED BATT I NSUL. BETWEEN , FOR SPECS. F. R. P. ON 1 /2" GYP. BD. ON F.R. P. ON 1 /2 GYP. BD. ON 2x6 WOOD STUDS ® 16" O.G. wazz ; 2x6 WOOD STUDS ® 16" O.G. - 33 iu u- � BQ� s N dO a Q 06 m w w N i w = T/DRIVE THRU SILL F. R. P. EDGE MOULDING ON 01 � ; F. R. P. EDGE MOULDING ON TOP OF ARRY TILE BASE ELEV. +3' -O" TOP OF QUARRY TILE BASE A o 0 O QU L «f f — QUARRY TILE FLOOR FINISH 1x4 TIGHT KN T QUARRY TILE FLOOR FINISH � - CEDAR TRIM 1 TYPICAL FLOOR SLAB CONSTR. ' TYPICAL FLOOR SLAB CONSTR. 1' S SEE 5TRUGT. DWGS. 5 SEE STRUGT. DWGS. A4 A4 $�} • W • _ N Zf , ) ) a, TOP OF SLAB V W OIL TOP OF SLAB: °IIN Q N 't ELEV. +O' -O" . . ° 4. ELEV +O' _O" a ° I I a c o .� e ae o e C II 000 8o 80 080 8° o gp Q °0 80 80 0 80 °O ° 80 ° O O O 0$O0- 01 if $O o80 080 o8 O $O ° ° 0 o80 08 08 0 08 g0 °$ 08 O o8 Z ' 8 080p °� O o$ O o8000° O LU,..+- ` TYP CONCRETE FOUNDATION ° o LL Ei ' SEE 5TRU6TURAL DRWGS. a ,: (� V w cot, NOTE TYP. CONCRETE FOUNDATION y ` Q " NOT i u► l 2 RI6ID; INSULATION FROM OUTSIDE FACE OF STUD HAL SHALL SEE STRUCTURAL DRWGS. �. 0 , � TOP OF 56UNDATION TO WT. OUTSIDE FACE OF STUD WALL SHALL ALIGN W/OUTSIDE FACE OF DN. WALL cv , } OF FOOTING 0 PERIMETER ALIGN W/OUTSIDE FACE OF FDN. WALL �- .' 2 RIGID INSULATION FROM !, TOP OF FOUNDATION TO DOT. I 1 ' OF FOOTING ® PERIMETER till ` 6 5 I DEY�IALL SECTION DRIVE THRU SECTION 8 DETA I L g 4; 3/4' = I '-0`s 3/4' = 1 ' -0" w N 5EGT I f PLOT �,.. _ , E , • 6UTTER OPN6. 5IDE WALL5 2"x2"x5/16"x3" L6. CLIP m f 2-2X12 BETWEEN ROOF JOISTS ANGLE WELDED TO LADDER LADDER FRAME ® 4' -0" O. G. ALONG LENGTH WEB 5TIFFNER ® ROOF JOI5�, 5 TYPICAL ROOF FRAME d BOLTED TO SUPPORT d PLATFORM TYPICAL OOF OF VALANCE. TYPICAL ALONG LENGTH OF CONSTRUCTION ANGLE. SEE SECT. 8/A5 CON TRUG I N ".. SEE 5EG ON AS VALENCE. ' SEE SECTION A5 FOR FURTHER II 2-2x6' S NAILED T06ETHER W/ 3"x3"x5/ 16"x3' -4"L6. NOTES. + SUPPORT ANGLE W/A z zf BETWEEN 2x12' 5 W/ SIMP, HANGERS. 3 x3 xl /4" PLATE 3/8" PLYWD. BETWEEN. SPAN LA6 BOLTED TO SIDE WALLS. — — — > — 1 2-2x6'S NAILED T06ETHER W/ ROOF DECK Z HP. JOI TS ® 32" O.G. 3/8" PLYWD. BETWEEN. SPAN BETWEEN JOISTS. TYPICAL LINE OF PARAPET ALONG LENGTH OF VALANCE WALL BEYOND � ! A 3' -4" NTS , CONT. 2x4 NAILER ! d 2X4 ATTACHED BETWEEN JOISTS 2x4 VERTIGAL STRUT a 24"O. C. Ck l 2x 4 VERf I GAL STRUT ® 48"O. G. W/ CONT .. 2X4 NAILER. TYPICAL I GAL BEHIND MENU BOARD. X I E W A-A Z ® 24 O G. 2x4 DIA6. BRACE ? Q p r 2x4 DIA6. BRACE ® 48"O. G. ® 48" O. G. 2x2 LAYIN A60UST 11 ' -0" MIN.GEILIN6 ® cl ' -O" A. F• F. A _ - dJ O W yF C 5/8" THREADED ROD W/ t p4 LOGKNUT5 ® 52" O. G. — — — 3/8"(P THREADED ROD Wi F. R. P. ABOVE MENU z 1, LOGKNUTS ®48"O. C. BOARD (8" HIGH) t; LAPIN VINYL ROG ` 1} 2x2 LA IN ACOUST GL6 ® 8' -4" A. F. F. GEILIN ® cl ' -O" A. F. F. I I z ui > ' 5/8" SHEATHING ON STUDS. LAPIN VINYL-ROG } TYPIGAL ALONG LENGTH GL6 ® 8' -4" A. F. F. OF VALENCE EXTEND 1 " 1 /2" j P5UM BD. F. R. P. FINISH ON 1 /2' Y ABOVE GL6 LINE 6YP, BD. TYPIGAL ALONG F.R.P. OVER 5/8 PL W # LENGTH OF VALANCE, EXTEND I -• MENU BOARD 1x8 WOOD NAILER t' GONT. .DBL. 2x4 1 " ABOVE GL6. LINE. ® GUTTER OPENING : 0 BOT OM CONT, DBL. 2x4 r ® BOTTOM I BOTT/PLYWOOD ® VALANCE ,r COUNT R51NK LOGKNUT — — — BOTT/PLYWOOD ® VALANCE J ELEV +6' -8" WITH COUNTER FLA5HR6 a • SEE ROOF d ELEVATION S ELEV +6' -8" COUNTERSINK LOGKNUT AND 6"x6" DOWNSPOUT � 5ECT I ON THRU VALANG 2 • 5ECT I ON TH U VALANCE 3 FOR LENGTHig SECTION � LADDER/C�UTT TYP. WALL CONNT. 1 " = 1 '-0" 1 112" = 1 ' -0" SEE SECT, 6/A6 ' t f �►-owNW 3 N �'• 1 TOP 2x6 PLATE A4 1" ELEV. + 16' - 11 " oZv ROOFFDSEGT I ONS FURNISHED w 4 d INSTALLED BY KE5 �� Q W y. TYP. ROOFING ® PARAPET w 1 SEE SECTION I/A5 F -- # T/FREEZER/COOLER/PNL Q y t } ELEV +8' -6" N o TYPICAL FLAT ROOF CONSTRUCT I ON I 4 I NSUL. F/G`PANELS SEE SECTION 8/A4 _ ��{... '0{ I FURNISHED& INSTALLED BY KE5 TYPICAL WALL GO STRUGTION � � #, INSTALL FLUSH W/ OUTSIDE SEE SECTION 6/A p i ► E06E OF 5LAB. PROVIDE CLEARANCE ® BU I LD I N6, GONT. 2x6 LEDGER o ��w I x SEE PET. 1 1 /A3 d 15/A3. N o �� ! � ? az U i CONTINUOUS SEALANT C a ~Z� CONT. 2x6 PLATE FREEZER c FLOOR PANELS TOP/LEDGER ® BRA E ELEV. S a F a w z�N¢H� . BY KE5 SUPPLIER VARIES +14' -0" T + 15 ' -0" 1 /2" PLYWD. ON 2x4 1 I' 24 6A. 6ALV. METAL STUDS e 16" O. G. o FLASHING, FURNISHED PROVIDE 4 GON SLOT d INSTALLED BY 6.0. . <o S o�N ' FOR VENT I N6 AT 1 BRAG I N6 PAINTED TO MATCH TOP OF F/G FLOOR LOCATIONS, SEE EXTERIOR Y FREEZER TRIM :� p � w ELEV. -0' -3 1 /8" ELEVATIONS FOR LOCATIONS N a° OF VENTS ® BAG OF •t _ W a p o ° PARAPET WALLS I y Lu ui-1 LL 00. R-30 BATT IH5U�. w/ w CHICKEN WIRE SUSP• a z HOLD GRADE MIN. 6" BELOW v CONCRETE FDUNDAT I ON WALL SYSTEM ,, Y Q o z SLAB L I NE d SLOPE AWAY SEE SHEET 5-1 FOR SIZE, FROM BLD6. TYP. @ PER I M. RE I NFORG I N6, ETC. W n �= T/ROOF DECK ® L P. N J UJ Q ._ . ELEV. 1 1 ' -0" l Q i w a° i r., zo) M {Qwm ZaLu ± �, *} VARIES 3' -0" MIN. (� �zz11 TO 5' -0" MAX. �✓ �wOw 4 womza rr 5EGT I ON �� 5EGT I ON @ BRAG I NG �� DETA I L w _ 1 a x ,� ° A 1 Q i 1 -0 WOOD I -JO I 5T5 2x6 BLOCK I N6 4 } Q ' I n� x g< l BETWEEN JOISTS w ' Q � � � Q 6 � d- w , m � is r z (V w (F Q � ry Viz. I � Q ° w _ Q N t' 10 fir•• .•• _ . . _ .. J Q {f ,n ►.-+ O J 1 Lu a. s k. ' 01 Ln � x tN a DETA L 8 DETA I g 0 DETAIL A7 _ Al A7 w i Lu SECT I f ! i c } i - r { to a N {r REGE55EDMULTI-ROLLw • `_-..._._.::__..::..:�..�..�_:.___.:._ .._ FRP ON WALLS ( ) WA ER LOSET F US CONTROL , .. . _._ s.._..,....._.-.__._._..._._......__.__ _._:a TOTBEoOGATEDLONHTHE WIDE TOILET TISSUE DISPENSER } •' TYP 5IDE OF HANDIGAP STALL KITH BACK-UP 5UPPORT5 a Ra a FIXTURE a , R y .2 r 24"X36"X1 /4" THICK 6" 1 p L-WL —' — A8 \ W/ALUM. EDGE FRAME ! 3 -b MIN_ 12 1 s ,' rV PLATE 6LAS5 MIRROR 3 -0" MIN. , .1� NOMEN � 5 _ CENTERED OVER LAV. ELECTRIC HAND g •,, GRAB BAR W/— 6RA13 BAR W/ ,s _.... 1102 J f DRYER SUPPORTS 5UPPORT5 t N 1 ► w v n - 1 ' -0" a p t p o -+— ALL LAVATORIES MUST HAVE IL PROVIDE BATT INSUL. A COMBINATION FAUCET CAPABLE ! . ' IN TOILET ROOM WALLS `O — — ' ,• OF SUPPLYING WARM WATER z o \ / WHERE SHOWN. FOR MIN. OF 1O SECONDS 'aS x r 1 8 112" 3 1 /2" 3 112" 3 1 /2" ...,.._.._._�, z Z < 1.- 32" MIN. - 3' - 1 " 4' -1 1 /2" c� - : �; — F1 INSULATE HOT WATER If I -011 P I P I N6 U R VANITIES ! O!6 1121 , - .... .... ». ..... . _.... _.. _-- -- 9 11 11 os _._.._......_......_--.._..___..._..........., w } .......................... . ... ..... ... ...... .......... .......... . TYPICAL LAVA TYP A HA ' • ..... .... .... .. ...............,. .... ......... ... ....._.._.._...»....___,.._................,...,_,_..., p LAVATORY URINAL/HAND I N L/ Nl� DRYER- TYP . HANDIGAP. aTALL . DETAILS _.. 1/ 1 *-0' 1 2x - 1 '-0" I OI' . 1/2 - I - s SCALE: 2 = - 56 LE - : 1 Z \ SEE SHEET A] FOR DOOR • ' 5GHEDULE ' • \ ; GENERAL NOTES 12 - 10 112 -' MEN ' S 1 . WHERE COLUMN 06GUR5, GUT BACK-UP, HOLD TI6HT • ' TO COLUMN AND CONTINUE TO SPECIFIED LEN6TH. 0� -- 2. ALL BAGK-UP SUPPORTS SHALL BE FURNI5HED d14 INSTALLED BY 6ENERAL CONTRACTOR. at 3. BACK-UP SUPPORT MAT' L TO MATCH WALL STUD MAT'L ( i . e. MTL BACK-UP SUPPORTS IN MTL STUD WALL5 d 18 1/2" 3 i /2 ® 3 1 /2 \ / WOOD BACK-UP SUPPORTS IN WOOD STUD WALLS) ; 32" MIN. _ 3' -1 " �' T_112" 3 112" 4. ALL NON-PLYWD. BACKUP SUPPORTS SHALL BE GUT BETWEEN 5TUD5 SO THAT FACE OF SUPPORT I5 FLUSH w/FAGE OF STUD. DO NOT NOTGH STUDS "'_ I r� •' 112" _ I FOR BACKUP SUPPORTS. t�'o[N ci � N �ZQ) `I 6 p I A FRONT r GOl NT�R Q a u N N ° 0 2x1O x 3' -O" LON6 a 32" A. F. F• TO CENTER OF N SUPPORT. HIM 0 0 O o 4-VAT FRY d 6R I LL STATIONS AND OVERHEAD FREEZER t B 4' X 8'SHEETS OF 5/8" F 1 RE TREATED 'PLYWOOD. ENTIRE WALL START ® 1=I N I SH FLOOR SPAN THE m LEN6TH BETWEEN BOOTH d WINDOW. "! g HA��NK �� i�.. f f I G SUPPORT2' -D" LONG ® 32" A. F. F. TO CENTER OF , X u- } OFFICE OVERHEAD CABINET AND WORK C42 NTER TOP. RE�TROOM FLOOR PLAN E J D 1 1 �� . # O 4 x8 SHEETS OF 5/8 PLYWOOD START ® F I N I 5H < �= � y 5GALE: 112" = 1 '-0" �•� FLOOR. SPAN THE ENTIRE LENGTH OF WALL. w a 3-60MPARTMENT SINK O 2 w I I O 1 1 N wI' I I 4 x8 SHEETS OF 5/8 PLYWOOD START ® FINISH a 1 G I II FLOOR. SPAN THE ENTIRE LENGTH OF WALL. I I I I .p I MOP SINK RACK O a a .. TOILET ROOT BACK-UP SUPPORTS TOILET/KITCHEN AGGE55ORIE5 . 50HEDULE I F I I O 2x 1 O X 2' -U" LONG ® 60" A. F. F. TO CENTER OF ? o zd Q ' — _J' ITEM MODEL # SUPPLIER G I_ _ i SUPPORT. �• I � O TOOL SHARPENER, TRASH LINER SHELF d SHELV I N6 ABOVE z TE: ALL BACK UP SUPPORTS SHALL BE GUT BETWEEN STUDS x ( II 4' x8' SHEETS OF 5/5" PLYWOOD START ® FINISH 1C � GRAB BAR ( 1 - 1 /4 8 12-OD 1 -42 UNIVERSAL MFG. I FLOOR. SPAN THE ENTIRE LEN6TH OF WALL. - v 50 THAT FACE OF =SUPPORT 15 FLUSH W/WALL STUD o MAX. OUTSIDE 4) D H 800-821 - 1 41 4 }I SHELV I NC,, ON BACK OF VALANG� a•• - -. a. o 12 -O LON6 X 2' -O H I 6H 5/8 PLYWOOD 80 1 11 N N 11 L s r -I I A. F. F. TO BOTTOM EDGE OF PLYNC)OD. p w N`� F ' 1 ( 1 ) 2x6' S 4' -O ' LON6 MOUNTED @ 33" A. F. F. 2 RECESSED TOILET B-4388 BOBRIGK I J o TO CENTER OF SUPPORT (GRAB BARS) o I SLUE DISPENSER 60q-151 -2g00 I -r� I FOOD PREP AREA, VE6 SINK, HS d SHELV I N6 ABOVE --w 4' x8' SHEETS OF 5/8" PLYWOOD START ® FINISH �wi � ,�• • " ; I I FLOOR. SPAN THE ENTIRE LEN6TH OF WALL. " -•, 2 (2) 2X4" FAST(<NED BETWEEN VERT I GP,L STUDS I I SUCH THAT 1 I - 1%4" H I 6H ROUGH OPEN J N6 BETWEEN _ I J - ®O Lou o 3 ANGLE FRAME MIRROR 24"x36" UNIVERSAL MF6, o �� R01M �_ Y T M t z�" BE CENTERED ® �' -O" A.F. F. O J— — — _ — — — _ 4' x8' 5HEEATSTN 5N8" PL_YW)OD STAR T o F I N I 5Ha� ;• , x `' „ - B — T — — — — — FLOOR. SPAN E E I� LE 7TH OF WALL. (y o O ( 2) 2x6 2 -6 LON6 ( 1) MOUNTED ® 1 O A. F. F. AND ( 1) MOUNT ® 30" A. F. F. TO CENTER OF• HAND DRYER (GOLORS �" OTHER THAN WHITE #RA-5 g w ~ SUPPORT ( URINAL) 4 UNIVERSAL MF6. v o j �anw§ t AT ADDITIONAL COST) � 4 ( 1 ) 2x6. 3' -1" }MOUNTED 0 30" A.F. F. - .._..• o a w��' ' O TO CENTER OF SUPPORT ( CANS) w�Q A.— s _ 5 BABY GHAN6 I N6 TABLE - J. D. J. I NDUSTR I E5 A oQ��a A. F. F. 612-4q0-1535 � --z��o� r " 5 ( 1 ) 2x 1 O 1 ' -4"'� -LONG MOUNTED ® 48" .. w ~` TO CENTER OF SUPPORT ( ELECTRIC, HAND DRYERS) o w COUNTER MOUNTED 6304168 o O FLI ( 1 ) 2x6 2' -0" LONG MOUNTED 50 THAT TOP © SOAP DISPENSER UNIVERSAL MF6. #. OF CHANG I N6 SUFAGE 15 MAX 34" A.F. F. (6" SPOUT) w O Z ( BABY GHAN6 I NG TABLE) O TOWEL DISPENSER B-2621 BOBR I GK BACK-UP SU PPORT5 LAYOUT _ bOq-151 -2g00 p 1— x 8 SOAP D 15PENSEt� 6304168 BOBR I GK m w A 1/4 = 1 0 } o � ro � O60q-151 -2g00 z X N ,r CEILING GORIAN B/ROOF DECK - BAGK5PLASH a +q ' -O" EL. + 11 ' -3" VIF N A Q • F. R. P. ON 1 /2 GYP. BD. 11 MIN - • BACK-UP 1 P. O.P. F. R. P. ON 1 /2" ON 2x4 5TUD5 ® 16" O.G. `t SUPPORT — DISPLAY GYP. BD. ON "' r (SEE NOTE #5) 2x4 STUDS ® 16" ' _ N O. G. . EXTEND TO ' F. R. P, Ix OAK 51 LL GE I L I G o ® � ® � BOT. OF PECK. i 112" DUROGK ON • d TRIM FL. +8' _411 WATER@ 2-LAYERS 5/8" X i 3/4 HEATER 1 /2" DUROGK ON GLUED TOGETHER. a 2x4 11 /� PLYWD. SCREWED d I { FRAMING — — — 2-LAYER5 5/8" W J SOLID GORE LINE OF FRP PLYWD.SEE SECT. a IL GORIAN DOOR 1+ BEYOND B/PLATFORM 5/A8. O N ► ;< VANITY TOP Z _ LL EL. +6' -0" Q v Q I I p H.M. DOOR MOP HOLDER B/PLATFORM + - Q 1 /8" FRP ' FRAME PANELIN6 Q- DRYWALL TAPED „ 0 AND SANDED - - F. R. P. ALL 1 %2" GYP. BD. p 3 , i COVERING AS 5 Z Ia ry (ALL GYP. BD. TO ty - �p SURFACES PER DECOR WA511LR Z I " >,s BE HELD 112" Z _ — _ NICHE F. R. P. ON a .- ' ABOVE SLAB f u COVED OUARRY `� UNDERSIDE AND '—� Q = TILE BASE ry I + LINE OF FRONT FAUCET EDGE OF PLYWD. lu MOP SINK O _ ' COUNTER BEYOND 1 11 .• t t f d EL. +2 -2 m LL A„ l :.. . ADA CLEARANCE LINE. _2 NOTE: � `ti � ,� I MOP SINK � Q !r 6" MAX. N SEE PLUMB. PIPES d SINK BOWL , PIPES UNDER QUARRY TILE w O 10 SHALL NOT PROJECTS VANITIES TO BE FLOOR d BASE DWGS. FIN. FLR. BEYOND THIS LINE;- BOXED' OR WRAPPED P EL. +O' -O" �- • f>ETA I L � 5EGT I ON 3 V I E1N 4 1N s o _ V I E 1 . SECTION , A8 . N 3" 1 ' —0" A8 a A8 3 g :� AS RE, OOM " r i 5 ' -0" CLEAR MINIMUM • DIRECTION OF DISCHARGE EXTERIOR WALL MOUNTED— L16HTIN6.SEE EXT, r � ELEVATIONS AND ELECTRICAL • J # +i DRAWIN65. TYPICAL t' § T/BRACE EL=+15'-0" rs ' _._ _ _ _ _ _ _ 5 _O. . 12" HI6H INSUL. RE5EXHTAu9TT 5 EXH. FAN CURB. d 'r FAN TYP. WALL GONST. 4 BUILD CRICKET/BRACE FREE ZEr/ R l AT LOCATIONS 5HOHN ® � I SEE SECTION 6/A6 Aq R VIA FOR POSITIVE DRAINAGE. 1 SEE ARCH. a STRUGT, 1 WALL SECTIONS. ' T/BRACE EL=+15'—O' ROOF TOP I } I 5' O'fi T/BRACE EL=+14'-D' HVAG UNIT T/CURB MIN. 18"�D1 I • • - 1 ABOVE ROOF LINE l 1 _ 3" MIN, 12" MAX. 4 Aq _o. ROOF TOP ROOF SLOPE L CLEARANCE EACH SIDE WOOD I -JD I ST ROOF z HVAG UNIT 1/4 ER Fool I FRAM I N6, SEE STRUGT. O s r MAc-� "K 1 OF DUCT. ( TYPICAL) FRAMIN6 N6 PLAN N UNIT 2 I I 1 A5 T/BRACE TOP OF DECK ELEV. ( MIN. M I ti m - +t 2'-h' o.GRo55 2 LAYERS 5/8' TYPE EL=+14 -O" FRONT OF BLP6, I 1 1211 12' ! I J z ROOF 6UTTER a _o. — --1 "X" GYP. BP. ON MAX. MA j' DOWN5POU7 UNDER WATER 6RI LL FRYER r 3 ,5/5" MTL. 5TUD5 i LADDER SEE HEATER EXHAUST Q � EXHAUST -� [� c 16" O. G. . ATTACH SECT. 8/A5 FLUE FAN FAN RUNNER TO STUD WALL - TOP OF DECK ELEV. I -- I 1 6LULAM BEAM Z J T/BRACE EL=+1 s'-o" -o• ACRosS I 1 I 1 HR. RATED ACCESS Q j +{ REAR of BLD6. — •-� / 1- ' 1� f .. L — DOOR. "MILGOR" O g — — — — — 16 6A. HIGH CARBON 12"X12" OR EQUAL( BEYOND) 1 ROOF SCUPPER 1 1 1 I STL, DUCT( 1 1 1 /2" PIA. ARROWS INDICATE SLOPE. MIN. 1/4" A9 A9 — — — — — — ® 6' -0" GRILL AND PER FOOT. SEE sl M, G 1 /4" D I A. ® 3-VAT GLEAN OUT PORT ' �/ 1 FRYER) WITH ALL JNTS. 5 AS REQ' D. ( BEYOND) 1 CONTINUOUSLY WELDED 3" ( GREASE T I 6HT) SLOPE MIN 0 0 0 o Aq S I M. 1 MIN. 1 /4" PER FOOT KITGH. GL6. 1: TOWARD HOOD BY K. E.5. EL. = +8' -4' _ ! 1 5/8" TYPE "X" FIRECODE # , 2-LAYERS 5/8 GYP. BD. EA. 51DE OF ; 6YP5UM BOARD ON 8 3 5/8 MET. STUDS TYP, ; 2x6 WOOD STUDS Aq 1 HOUR FIRE RATING NOTES: — — AROUND SHAFT. TYP, ® 16" O.G. BEHIND DUCT ONLY 1 . FOR EXACT L06AT I ON �F 5'. PLUMB I N6 GONTRACTOR TO FLOURE5GENT FIXTURE N °w N I41;•' FAN AND HVAG SEE STRUG. INCREASE GUTTER 8 DOWNSPOUTS 16 GAUGE SST. DUCT z O F r TO MEET LOGAL RAIN FALL 4 v N U P FROM EXH HOOP, 3 MIN. 1 6 6A. S. S. DUCT ENCLOSURE 3 S I DES, ~ �U 2. SEE MEGHAN I GAL SC.HE FOR GOND I T I ONS AS REQUIRED. FROM TOP/HOOD TO GE I L I NG CONT. o� d . EXHAUST FAN AND HVAG TYPES I}1 AND GFM REQUIREMEHTP. SEALED TO WALL 8 SHAFT ENCLOSURE. u < I 6. ALL PLUMB I N6 VENT5 TO 6 -8 ( BY K. E. S. ) ►u w a } 5. CRICKETS MUST BE UStD AT BE A MINIMUM OF 1 O' -O" ALL HVAG UN I TS, FAN AND AWAY FROM ALL HVAG •N Wkn COMPRESSOR RAILS: BY 6. G. AIR INTAKES. _ • NOT w�~�-1� ftO� PLAN 4 TOLBEOOP USED PRESSUREOTR.EObEDDEGK —� HATCHED AREAS I ND I GATE t1 o _ THAT PORTION OF SHAFT } f l /g I -0 1 EXHAUST SHAFT SECTION i WH I GH MUST BE INSTALLED a t AFTER DUCTWORK IS IN PLACE W Q Q ( �cf 3/4�� _ 1 I _oi: 6 �ww� 1 zoa , In z''�$ : GAL.V, 5RT MTL HOOP. k z a z v i 2-2x4 5 24 6A 6ALV. FOAM SEAL AROUND 246A 6ALV SHT MTL _ o Q �?J � �a a SHT MTL FLSH 6 ALL PENETRATIONS 2x 1 2 ® 1 6"O. G. HOOD BEYOND NOTE: �. r w SEE SECT. 1 /Aq z z N Q { 24 6A 6ALV. 5HT MTL CONDUITS, REFR I 6. LINES, I FOR FURTHER DETAILS COVER ON I/2" EXT. GRADE FTC. FOAM SEAL AROUND EXHAUST# FANIn °y • x 12 ®. PLYhi00D SHEATH I N6. ALL PENETRATIONS. ROOF SHEATH I N6 2 LAYERSCD tL v PER STRUGT. DW65. 5/5" TYPE s z p .� 2x 12 CURB AT PERI M. 6ALV 24 6A SHT MTL COVER 12"H 1614 ROOF X ' 6YP. BD. Qp a.NN 1 OF UNIT. RIP A5 REQ'D ON 1 /2" EXT 6R. PLYWOOD. CURB GOOF TOP (n p p w w R=30 INSULATION V TO MAINTAIN LEVEL EQU I PM NT) �+ BUILT-UP ROOF I N6 1 N v F I BER CANT TYP 1 GAL YV/ 1 SEE SPECS. w ��w Q SOLID SHIM >w Q 2x 12 ® PER I M OF PLATFORM, 3 w ° ►L F 1 BER GR1 GKET g H I61-I RIPPED AS REQ' D TO SIDE OF BUILT-UP U IRB. MAINTAIN LEVEL , F I BER CANT ® S Q W� ! z�'� � lx8 d x8 RIPPED — BOTH SIDES Ii a I �- 1 2x8 FRAM I N6 2 q O I . LEVEL I 6 BLOCK OF SHAFT SEE o lx8 RE D ® THIS STRUGT. DW65. SIDE O LY. N JQa,w� F I BER GANT CAONT I N. ® a > i NTS DBL 2x8 ® ED6E5 OF UNIT PER I M. PROVIDE F I BER - z N w z ` HAN6 FROM ,JOISTS N/ MTL. 4'-0' NTS CRICKET ALONG H I 6H 2-LAVE 5 5/8" TYPE "X" a°w i� X, , HANGERS 4 hE6 STIFFENERS SIDE OF PLATFORM GYP. B ON ROOF BEAM I I I I Q N i SEE ST UGT. FOR ROOF SHEATHING 5UPPL I ED BY MF6R. S I ZE. I I I w • _ UKJ WOOD -JOISTS DBL 2x8 HEADERS. HANG FROM - SEE S RUCT, NOTE: HEADERS W/ MTL HANGERS VERIFY MFR OF MAC I UNIT I I I I w 0 Q • ' W/KES PRIOR TO BUILDIN6 -- 3 MT T Q IL° WOOD ROOF JOIST 5T I I I 1 1 5/8 L. SUDS ® �a= w w � PLATFORM TO INSURE W/WEB STIFFENERS I I ! S Q za N ' 3 5/8" MTL. STUD 3" MIN. 16 O. G. SLOPED BACK �J' EGT I ON PENETRATIONS ARE PLACED 3 SECTION SEE STRUGT. 4 1 DETAIL ,� I I TO HEADER BEYOND ° ON THE CORRECT SIDE OF FRAMING ®ib O. G. I I 12 MAX. I o d m ; �t w 1 1 - 1 -0 Aq 3/4" = 1 � _�� Aci 1 1 /2" = 11 -0" W/1 LAYER 5/8" THE PLATFORM. TYPE "X" GYP. BD, I I I I m w w l EAGH SIDE. UP I I I I Z _ T I 6HT TO ROOF I I w p Iu 1 1 1 /2" PIA H I 6H ° CARBON STEEL DUCT ° 3 5/5" NAILER W/2 LAYERS ! ° . II II 5/8" TYPE "X" GYP. BD. ON EACH SIDE OF SHAFT i II 5 3 - PRE-ASSEMBLED 3 5/8" I+ Acl MTL. STUD FRAMIN6 W/ I I I I LAYER 5/8" TYPE "X" I I I I $ GYP. BD. EACH FACE 3 5/5" NAILER W ' BOTH SIDES Q i OF SHAFT TYP. Q N = w s= 1 , 3 5/8" MTL. STUD 5/8" TYPE (� ; • FRAMIN6 ®16"O.C. "X" GYP. BD. J (� W/1 LAYER 5/8" FINISH •TYP. �-• Q JAr i ys TYPE "X" GYP. BD. NOTE: ° a '• 1 C DUCT SHAFT FRAMING EACH SIDE HATCHED AREA INDICATE f THAT PORTION WHIGH MUST J v o a WITH 1 LAYER 5/8" Q a � TYPE "X" GYP. BD. BE INSTALLED AFTER g EACH FACE i s. DUCTWORK '— I5 IN PLACE. Ln 0 x # t i L NOT HATCHED AREA INDICATES DATA I L THAT PORTION WH I GH MUST DETAIL DETAIL SECTION THRU EXHAUST SHAFT g 1 BE INSTALLED AFTER ; A41 - 3 - 1 -�� DUCTWORK IS 'IN PLACE AG 1 �2:: _ 1 - -0" AG 1 /2�� = 1 _0�: Aq 1 1 /2" = i -0 r W ROOF PLAN t PLOT SCALE. 1/4 t -0 MWOVA ` 1 Rt 1 5' ,♦ �_ _ ,fit A B GENERAL NOTE5 : } >. g " DE5 I GN AN 66 -0 m f p LOADING 4' -2" THE STRUCTURAL DESIGN OF TH15 BUILDIN6 �WA5 BA5ED -ON THE i ? 3 REQUIREMENT5 OF THE MASSACHU5ETT5 STATE BUILDIN6 CODE 18' -0" 23' - 11 1/2" 4 23' -q 3/4" 2 5/4" 5TH EDITION FOR THE FOLLOWIN6 COMBINATIONS: 1 • ROOF LIVE LOADS = 25 PSF, 30 PSF, 35 PSF, 40 P5F 1 ' - i1 1/2" l _ n ALL WITH CONSIDERATION FOR DRIFTING. 1 -4 16 -8 4 4 1q -4 3 -4 1q O 1 /2 a 2. REF, WIND PRESSURES = 12 P5F, . 1-7 PSF, AND 21 P5F ( PLUS APPLICABLE FACTORS, EXPOSURE ' G' TO BE USED T(P.) . 3. SEISMIC DE5I6N PER MASSACHUSETTS BLD6. CODE ART. 1115.0 , T/WALL ®EL. ( -O' -8") FOUNDATION NOTES 1ill THE FOUNDATION PE5I6N OF THI5 BUILDIN6 WAS BASED ON 0 STOREFRONT A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 51 SHEAR WALL B SHEAR WALL G 51 j 51 51 PSF. SOIL BORIN65 SHOULD BE TAKEN PRIOR TO z + nt CONSTRUCTION TO VERIFY THE ACTUAL ALLOWABLE SOIL _J BEARIN6 PRESSURE. FOUNDATIONS INDICATED WILL HAVE TO + — — — — — — —� — — — — BE MODIFIED IF THE ACTUAL ALLOWABLE- SOIL BEARING , . ' ♦ — — — — — _ — _ I PRESSURE IS LESS THAN 2000 PSF OR SOIL CONDITIONS Z r WARRANT THE USE OF A DEEP FOUNDATION SYSTEM. O r - - - - - '- - "' — ANY FILL REQUIRED BELOW SLABS ON 6RADE OR FOOTINGS SHALL BE COMPACTED AS REQU I RED BY THE BUILDIN6 SITE 50 I L REPORT. T/WALK' ®EL. of �5A + HF2 BOTTOM OF EXT. FOOTINGS SHALL EXTEND A MIN• OF 4' -0" BELOW y ` • ( -O' -8,") I S1 FIN, GRADE OR TO A DEPTH REQ' D TO ACHIEVE ALLOWABLE BEARIN6 PEPRE55 T/WALL I 1 FREEZER CANNOT BE SHIMMED 8"® DOORS TYP. w THE CONTRACTOR SHALL NOTIFY THE ARCHITECT � r: I THEREFORE THE CONCRETE ( SEE 2-51 FOR IMMEDIATELY IN THE EVENT THAT THE SOILS CONDITIONS '` ' ISLABI DETAILS. O I ( ( BE LEVEL IW I TH AREA SHALL LL I - _ \ ENCOUNTERED VARY FROM THOSE 5HOWN ON THE BOR I N6 LO65. Z TOLERANCE. OTHERWISE THE I I I ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY A N SLAB WILL BE REPLACED _ AT THE EXPENSE OF THE 6.0. I. I 3 m SOILS TESTING LABORATORY PRIOR TO PLACEMENT OF o , 4 I O� 4" GONCRETE SLAB 51 O ' CONCRETE. r .: 1 W/F I BERME5H OR ' C.ONGRETE AND RE I NFORG I NG " }51 I 5 I - bx6-NI . 4xKI .4 WWF I I SHEAR WALL D I I I 51 OVER 4 COMPACTED ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE "AMERICAN GRANULAR BASE COURSE. I I CONCRETE INSTITUTE BUILDIN6 CODE" ( AGI 318) AND WITH °' i I T/SLAB ®EL. O' -O" U.N.O. "5PEGIFICATIONS FOR 5TRUGTURAL CONCRETE FOR BUILDIN65" 4 ; — — — ---I = (AGI 301) LATEST EDITIONS. ' ` ( 54 I F2 f ALL NORMAL WEI6HT CONCRETE ( 145 PCF) SHALL OBTAIN A MINIMUMit 28 DAY COMPRESSIVE 5TREN6TH OF 3000 PSI , (3500 P5 I FOR SLABS) . # <I w ALL CONCRETE SUBJECT TO EXTERIOR EXPOSURE SHALL BE A • y; ; 2 AIR ENTRAINED AS RECOMMENDED BY AGI 318. f m 2 I TEST CYLINDERS SHALL BE MADE AND TESTED A5 OUTLINED Y �•': 3 IN CHAPTER 16 OF AGI -301 . " I I I RE I NFORG I N6 BARS SHALL BE DEFORMED BAR5 OF NEW Q v 4 F1 ( - 1 ' -O") I BILLET STEEL CONFORMING TO A5TM A-615, GRADE 60. -�� r I CONTROL JOINT I WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. ALL REINFORGIN6 AND ACCESSORIES SHALL BE DETAILED AND PLACED SEE 6-54 FOR 3 3 I N AGGORDANGE WITH AGI STANDARD 315-SO AND 315R-80. w w a DETAILS. I 51 SHE WALL A 54 PROVIDE ALL ACCESSORIES NECE55ARY TO SUPPORT REINFORCEMENT :.'lu — J = AT POSITIONS SHOWN ON THE PLANS AND DETAILS. PLANTIG COATED ACCESSORIES SHALL BE USED IN ALL EXPOSED CONCRETE WORK. ~ v►- THE GENERAL CONTRACTOR SHALL CHECK WITH ARCHITECTURAL, --J _i ►' MECHANICAL AND ELECTRICAL DRAWIN65 AND THE 5UB-CONTRACTOR5 T/WALL ®E FOR OPEN I N65, SLEEVES, ANCHORS, HAN6ER5, I NSERT5, SLAB (O' -O") I DEPRESSIONS AND OTHER ITEMS RELATED TO THE CONCRETE WORK N TYP. U. N. 3 AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOGAT I ON I b LONG. PAD $ 51 5TRUGTURAL 5TEEL - k, UNDER ELECTRICAL z 5W I TGH GEAR. 5TRUGTURAL STEEL SHALL BE DETAILED, FABRICATED I GATED AND ERECTED g a z S w�' u J I IN ACCORDANCE WITH THE A I 5C "SPECIFICATION FOR THE DES I 6N, O - FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BU I LD I N65 fl �. w jjgggg ' a _tL AND THE AISG GODE OF STANDARD PRACTICE" . o � t-a STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOW I N6 A5TM ~ w' t tit �� 4 SPECIFICATIONS: U. _oi� — — — — -- — -- __. �- — ' I I ._ ._ _ _ STRUCTURAL 5HAPE5 AND PLATES A-36 v z�" t STRUCTURAL TUB I N6 A-500 GRADE B • ap � NW A� 1 ' -O"x 2' -0" FT6. 1 I L J ( m ALL WELDING ELECTRODES SHALL BE EIO-XX. ALL SHOP AND 0 ,N Z B/FT6 ® EL. ( -4' -O) F2 FIELD WELD I N6 SHALL BE MADE IN ACCORDANCE WITH A. H.S. D 1 . 1 -8 I '-' a BELOW FIN. GRADE 51 L _ — — _ "GODE FOR WELD I N6 IN BU I LD I NG CONSTRUCTION" AND SHALL BE o s TYPICAL U. N.O. — — 3 MADE BY CERTIFIED WELDERS. tu tl ' ® STOREFRONT w p E SHEAR WALL E 51. SAWN LUMBER a (n 1 +" I ALL 6RADE5 OF LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK v� o x ' OF AN APPROVED LUMBER GRADING OR INSPECTION AGENCY. ALL �� a 1 /2" i '7' _4" 10' -8 1 / " STRUCTURAL TIMBER MEMBERS SHALL BE DE5I6NED, FABRICATED d � 1, ? INSTALLED IN AGGORDANGE W/THE NFoPA "NATIONAL DE5I 6N SPEC I F I GAT I ON FOR WOOD CONSTRUCTION" . LUMBER 6RADE5 SHALL BE � w 4 -8 AS FOLLOWS, WITH A MAXIMUM MO I 5TURE CONTENT OF 1 q%: z N w 1 * ' SPRUCE-P-I NE-FIR (5-P-F) NO. 2 OR BETTER• OTHER 6RADE5 a z MUST BE PRE-APPROVED BY EN6I NEER. BOLT HEADS AND NUTS BEARIN6 ON WOOD SHALL BE PROVIDED WITH o STANDARD GUT• WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. I� p Fq- f, . +s WOxz r a SCALE: 1 /4" = 1 ' -O" MINIMUM NAILED CONNECTIONS FOR WOOD FRAM I N6 MEMBERS SHALL a +"' ' '• +_ NOTES: BE IN ACCORDANCE WITH THE LOCAL BUILDIN6 CODE, MANUFACTURER, a OR TABLE 23-I -0 OF THE 1gg4 UNIFORM BUILDIN6 CODE, 1gg4 ED. , 1 . BOTTOM OF* FOOTING SHALL BE ® MIN. -4 -0 BELOW FIN♦ GRADE AS ` REQ' D BY 'CODE, OR AS TO ATTAIN ALLOWABLE SOIL BEARING CAPACITY. IF NO OTHER CRITERIA IS GIVEN. } o X °w,, 2. SEE SHEET 54 FOR FOOTING AND COLUMN SCHEDULE m ` F CONNECTOR5 SHOWN ON THE DETAILS ARE MANUFACTURED BY SIMPSON. aj p *� WRITTEN APPROVAL BY ENGINEER REQUIRED FOR SUBSTITUTIONS. z j �iN � zj �n 'u PLYHOOD SHEATHING S 2x6 STUDS 0I6"O.G. W/ 9 LYWOOD SHEATHING T/ DBL PLATE SEE 1 -51 .. � .. 4 1; SEE ARCH VRNI65 GONT. 2x6 PLATE W/ 2x6 STUD I � OT SHOWN ELEV. +2' -0" FREEZER/COOLER FLOOR IN FOR DETAILS in � n a 5/8"DIA.xI ' -O" +3"HK. WALL BEYOND OR CLAIRTY ENCLOSURE FREEZER ONLY +d SHEAR WALL �t I I FREEZER/COOLER I ANCHOR BOLTS ® 48'.'O.0. #4 DOWELS x . I I ®18"O.G. ° PA23 PURL I N ENCLOSURE 1 /2 COMPRESSIBLE FOR DETAILS U.N.O. SEE SHEAR WALL ANCHOR a 48"O.C. JOINT FILLER CONT. SGHED 5HT 54 FOR ADDN' L I I ®DOORS TYP. iv PAHD42" HOEDOWN `s FINISHED 5I WALK NCHOR ® 46"O.C. FINISHED FLOOR IN ® PERIMETER OF SLAB 1 BOLT REQUIREMENTS 4"CONCRETE SLAB 6RADE OR a1 5E5ITE I SEE 1 -51 FOR DETAILS 6RADE OR FREEZER ONLY t! PAVEMENT A5 1' 4"CONCRETE SLAB ; PLAN FOR 1 1 /2" 4" CONCRETE SLAB OVIDE DOUBLE PAVEMENT AS 4"CONCRETE SLAB tit APPLICABLE T/ SLAB DETAILS T A xb STUDS al APPLICABLE - - - - - - - - - _TeH - - - - - l SL B NGHOR LOCATIONS T SLAB AB EL. T/ SLAB + / / T/ SLAB = ELEV. O' -O" ELEV. O Oma ELEV. O O = -O O - ° ° ELEV. O' -O" W i. �I IEM ° , ME ° T/ WALL - 'NN z � N , v W J V — e � O Q Q � J J � � ELEV. O 8 ►- (y "J „\ e o 0 4 Q m lQ• + —2 RIGID INSULATION 2 R I G I D INSULATION W 2 RIGID INSULATION W " # FROM TOP OF FOUNDATION FROM TOP OF FOUNDATION ' 2-#5 GONT. 2 RIGID INSULATION g d -H W W I{ FROM TOP OF FOUNDATION 2- 5 ® ALL p 6 ' ' � _ ® TOP AND FROM TOP OF FOUNDATION Z � t ti W Z Q -� p ' a TO BOTTOM OF FOOT I N6 TO BOTTOM OF FOOT I N6 TO BOTTOM OF FOOTING #5 GONT. TO BOTTOM OF FOOTING 8" ,_„ ry � � :l ,,. �,- " DOORS. EXTEND „ ,� „ ly 2-#5 GONT• �� , BOTTOM 2- •. .-. o 8 8 8 ® PERIMETER 8 8 ® PERIMETER O ® TOP AND 8 8" 8" ® PERIMETER p 8" 8" 8" ®' PERIMETER Q In +� V p 2 -O PAST i 4 iB z F . EACH END W BOTTOM W, J •. . N 2-#S GONT. e #4 DOWELS ~ J J r p . O J� l �� up, ® TOP AND _ ®18"O.G• 4 � 1 UJ m p = W ° O ° BOTTOM ° e O l9 SECT'. 5A J p # tp G1 _t W - u.1 ° °i ONLY r Nm � JV � 1 e v 8 ° . a $ W ° 8 W ► a - _# 8 _' Q a F".'�p ;Y Q p d B/ FOOTING e B/ FOOT ING N • . e B/ FOOTING .ip B/ FOOT ING 2 6 GONT. a e ° w Q � z ® SEG . 5A FO T I NG ,^ - y .— L SEE PLAN T B/ O x „ SEE PLAN , ,- 2-#5 ,GONT. ® 2� -O" 2X4 KEY O SEE PLAN SEE PLAN ONLY. ,; • 2 -O 2' -O" 2� _O�� 2 -O, SEE PLAN � •- � � �,� , TOP, AND BOT 2X4 KEY 2X4 KEY 2X4 KEY 2X4 KEY _ r SEC"1" I ON 2 SECT i ON �� SECTION SECTION 5 5A ' SECTION ' ' } t 51. 3/4" •1 ' —O". 51 _ _ .- _ _ II I _ II II _ II Lu 4 4 3/4 - 1 0 3/4 - 1 - A 3/ 1 ' 0" � 51 3/ II _ 1 I .I 51 51 .51 0 ;' y ,FOUND T 4CAL . , , v• a • I j '_8 a ' GENERAL NOTE5 : lag -0 23 -i 1 112 23 -q 3/4 2 3/4 MANSARD WOOD TRU55E5 } 10 MANSARD ROOF TRU55 SHOP DRAWIN65 AND CALCULATIONS :+ 4' -4 1 /4" 5 EQ. SPACES ® 32"O.G. 3' -4 1 /4" BEARIN6 A RE6I5TERED PROFE55IONAL/5TRUGTURAL ENGINEER'S 01 CERTIFICATION IN THE STATE OF MA55AGHU5ETT5 SHALL BE 1 ' -6" 1 ' -6" 2x8 FASCIA BOARD SUBMITTED FOR REVIEW AND SHALL CONTAIN THE FOLLOWING , J . INFORMATION FOR EACH TRU55 TO BE PROVIDED: SEE ARCH DRW65 *' + 2 FOR RETAILS. * TA F TRU55 H MEMBERS.DETAIL O U55 5 OWIN6 5IZE OF ME BE S. 53 '► SPECIES AND WORKIN6 5TRE55 OF LUMBER USED. 1 I " LOADING CONDITIONS USED IN DE5I6N. " ' _ * CALCULATED FORGES IN EACH MEMBER. T/PARAPET SHEAR WALL G 4 N_ �mcz — '— �' " CONNECTOR SIZES, CAPACITIES d LEGATIONS. OUT5 I DE FACE IN, H I OF FOUNDATION TRU55E5 AND TRU55 PLATE CONNECTIONS SHALL BE DE5I6NED IN t2ACCORDANCE WITH THE DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES" , TRUSS PLATE INSTITUTE, P153 N d FOR THE LOAD5 AS INDICATED ON THE PLANS. H1 - 1 4 + ' - I „ m G ju WOOD ROOF TRUSS TOP CHORDS SHALL BE ,DF-1 OR SP-1 OR BETTER. 1 TRUSSES CAN BE 5IN6LE OR DOUBLE AS REQUIRED. DOUBLE TRUSSES T/DBL IE ® EL. I — — —� SHALL BE SHOP CONNECTED TO PERFORM AS A MONOLITHIC UNIT. #Ffi, N WOOD ROOF TRUSSES SHALL HAVE 2X6 MINIMUM TOP CHORDS, t 2xb B O KING UNDER Ti - CONNECTIONS SHALL BE DESIGNED FOR 155% OF THE s SHEAR WALL B BUILT P CRICKET. SEE N DOUBLE JOIST p CALCULATED REQUIRED FORGES. J 5/55 F R DETAIL5. 'I T1 I TRU55 HANDLING: TEMPORARY SHORING AND BRAGIN6 OF TRUSSES SEE All FOR EXTENT. N DURIN6 ERECTION IS THE RE5PO5IBILITY OF THE CONTRACTOR. �; �.. 2x12 ® 16" O.G. 5 ; PLATFORM FOR 53 2x6 FR i MIN6 SUPPORT OF MAG--7 AROUND f ALL \ cV 1NOOD N I �� JO 15T5 I _ k - UNIT, SEE ARCH. t DW65. FOR EXTENT CONTINUE 2x6 OPNbs. TYR. DOUBLE MEGH T D1 Tl N aj LEDGER FROM PROVI DOUBLE 2x6 WOOD I JOISTS. SHALL BE MANUFACTURED WITH LAMINATED VENEER .' SHEAR WALL D JOIST NT, =1 # I " th FLANGES TOP AND BOTTOM, ORIENTED STRAND BOARD OR PLYWOOD o. O WEBS, AND ASSEMBLED WITH WATERPROOF ADHESIVE, i HEADER U.N.O. BELOW - � � SHEAR WALL D TO DOUBLE N + ALL EQ IPMENT GURB5. 4 HEADER ® = 1 SEE 4 FOR DETAILS + m T1 - ALL LVL SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: T/PARAPET MEGH UNIT. T- ( + 53 FASTEN 5I M N r- v I 6 I TO 1 -54. 4' - 11 " 12' -8" m _ _ MODULUS OF ELASTICITY E = 2.Ox1O PSI FLEXURAL 5TRE55 Fb = 2&00 PSI - DOUBLE N O T1 HORIZONTAL SHEAR PERP, TO 6RAIN Fvl = 285 PSI _ JOIST � m w N I i J� '• CF3 WOOD " I " JOISTS SHALL BE MANUFACTURED BY: • N r �t _ 'L T1 I _ TRU5 JOIST MACMILLAN SERIES - TJI/350, TJI/550 . DOUBLE MEGH I T K 1 lf1 10 } LOUI5IANA PACIFIC SERIES - LPI36a, LPI56a c0 _ �. JO I 5T HT. - 1 O# X%,) W v - m 2 x ¢ . { s` _ 6 G GLE R N O I ANY 5UB5TITUTION5 MUST BE APPROVED IN WRITING BY ENGINEER " tt # r Q! - p - - - _ - �1 OR ARCHITECT OF RECORD. m N q ►nQAE m p x Lu J = W COLUMN G 1 ® PROVIDE 2 1 /2" MINI MUM BEARIN6 OR AS SPECIFIED ON PLANS. N , SHEAR WA1�L A I W MAG 1 UNIT r V = u1 ® -• w � 91 4 ( 5H I M AS REQU I RED TO PROVIDE FULL BEARIN6 AND LEVEL SUPPORT. Q I J WT 1200 LBS. N ^ m � w N Z - w I W FASTEN BOTTOM FLANGE TO SUPPORTS WITH 2-8d NAILS UNLESS -- • DOUBLE _ 2 �j jj ,- v Z T 1 OTHERWISE SHOWN ON PLANS TO MINIMIZE SPL I TT I N6, NA I L5 SHALL -• _ - JOIST _ _ el BE LOCATED 1 1 /2 FROM FLANGE ED6ES. A.. WNW 0) W N I DO NOT GUT FLANGES, OPEN I N65 SHALL BE PERMITTED THROUGH WEBS = p I T1 = ONLY AS AUTHORIZED BY MANUFACTURES SPECIFICATIONS. _ + „ OLy = HED LINE _ ��qV 3 a it - 10 11 - 0 1 /2 ' I � N ALL J015T HAN6ER5 AND FRAMIN6 CONNECTORS SHOWN ARE MANUF. ..� LEAK W Z NOTES---�i _ BY 5 I MPSON 5TRON6 TIE. ANY SUBST I TUT I ON5 MUST BE APPROVED IN ~ -j T/DBL 1L 0 EL. N J I— ( +1O' - 1 l/2") dJ W m AB5 SLOPED Q- 0 Z TSARp F T1 I _ WRITING BY ENGINEER OR ARCHITECT OF RECORD. 2x6 BLO I N6 UNDER rL = = 2x6 BLOCK I N6 W F r REFER TO PLANS FOR WEB STIFFENER AND CONCENTRATED LOAD BUILT U CRICKET. SEE _ `� ®24"O.G. FOR W N m N I m REQUIREMENTS. 5/53 FO DETAILS. SUPPORT OF j _ ►- ! SEE 5HT q FOR EXTENT. 2-2x 1 O N 2-2x 1 O PLYWOOD. T 1 I REFER TO MANUFACTURERS INSTALLATION 6U I DE FOR JOIST BRAG I NG ► �,«s t -• 2 4 X N 4 O I DURIN6 ERECTION. R R. DOUBLE JOIST T1 _ _ 2-2x 1 O G 2-2x 1 o LAMINATED VENEER LUMBER ( LVL) " `} P I UO ALL BEAMS SHALL BE MANUFACTURED WITH LAMINATED WOOD VENEERStit 4 + 'Y AND WATERPROOF ADHESIVES. z N Q B4 ( 12rE5112 - 4 ALL LVL SHALL HAVE THE FOLLOW I N6 MINIMUM PROPERTIES:I E5: 0 v .. 2-2 _ co a {I / H 1 H 1 .� \ T2 I — = MODULUS OF ELASTICITY E = 2. Ox 10 P5I Y o FLEXURAL STRE55 Fb = 2800 PSI o o Nkn m _ HORIZONTAL SHEAR PERP. TO GRAIN Fv = 285 P9 I N►- +. $: 4 4 i I I = v 7— u S3 53 Lu OUT5 I DE FAGS LVL BEAMS SHALL BE MANUFACTURED BY: w ' SEE` PARTIAL 2x6 BUILT UP T/PARAPET — I H 1 I — 1 ? Q A z - 1 PLAN 7-54 53 POST P 1 . SEE ( + i 6' - 1 I ") � �• OF FOUNDATION � - w p a I I — — TRU5 JO I 5T MAGM I LLAN SERIES - PARALLAM OR M I CROLLAM ® ' w ' FOR DRIVE 1 -54 SIMILAR FOR �� T� LOU I S I ANA PAC I F I G SER I ES - GANG-LAM ��q w� �{ THRU CANOPY CONNECTION OF I I I I DA5HED LINES BOISE GASGADE SERIES - VERSA-LAM OR VERSA-LAM PLU Q 1. FRAMIN6. STRAP PATI 2x6 SHEAR WALL E H � � 2 DENOTE CARPENTER 6EOR6IA PACIFIC SERIES - 6-P LAM Y BEAM I BUILT FRAMIN6 AT o �_ Z. LEDGER ( 5 THUS) . CONTINUE 2x6 —I �- — I--- J- 53 CORNERS, ( TYR.) ANY SUBSTITUTIONS I TUT I ONS MUST BE APPROVED I N WRITIN6 BY ENGINEER Z Q F' : LEDGER FROM OR ARCH I TEGT OF RECORD. ..j SOLID 2ic3 WOOD OF OPN6. BEAM B4 TO OF OP 6. T/DBL fp aQ EL NOTE: STRAP EACH END OF DBL. 2x8 TO X—BRAGIN6 NAILED 3 SECURELY BETWEEN P05T P1 . SEE ( +12' 5 1 /2") DIMEN5ION5 STUD WALL BELOW WITH ' SIMPSON' PROVIDE 3" MINIMUM BEARIN6 OR A5 SPECIFIED ON PLANS. 0 z 3-55 FOR DETAILS. 53 SHOWN ARE STRAP TIES MST148. WRAP STRAP f Q JOISTS WHERE SHOWN REFER TO PLANS FOR FA5TENIN6 OF MULTIPLE PIECE BEAM5.� Q t' TO C OF OVER TOP OF 2x8' 5 8 TWIST A5 MANSARD REQ"D TO ATTACH TO INSIDE FACE PLYWOOD ROOF 5HEATHI 24 8 13 1 1 -4 1 /4 2 EQUAL 4 1 /4 TRUSSES. -4 1 /4 OF WALL STUDS. N� ` ROOF AND MANSARD SHEATHIN6 SHALL BE MINIMUM 5/5" ( NOMINAL) SPACES ARA RATED 40/20 TONGUE-AND-GROOVE ED6E SEALED PANELS. w z < Jam_ T 1� 1 I I LAY UP WITH MINIMUM 1 /8" CLEAR BETWEEN PANELS TO ALLOW x �../ .. � 1 I _ I, L..,. I �I, FOR EXPANS I ON. b 4 SCALE: 1 /4" = 1 ' -0" MANSARD AND FLAT ROOF SHEATHING SHALL BE FASTENED TO F- 4<• SUPPORTIN6 MEMBERS W/10d NAILS a 6" O.G. AT PANEL EDGES, AND o `r 1 , SEE SHEET 54 FOR SHEAR WALL SCHEDULE. { 2. SEE SHEET 54 FOR COLUMN AND BEAM SCHEDULE. t 12 O. G. AT INTERMEDIATE SUPPOPRTS. Z wcv ok NOTE: NAILING FOR FLAT ROOFS AT 21 P5F REF. WIND PRESSURE o .. k. LOADING SHALL REQUIRE FLAT 2x4 BLOCKING BETWEEN J015T5 AT ALL , l ' =q t /2" � ' —q 1 /2" 10' -11 1 /2" PANEL ED6,E5 a SHALL EXTEND FOR A DISTANCE OF 8' FROM ALL WALL _ . Q ------------- DES 16N REQU I REMENT5 HEADER 50H E DU L E ED6E5. FASTEN SHEATH I N6 TO BLOCK I N6 W/ 1 Od NA I L5 0 6" O.C. '�I 8' -O" 2' -11 1 /2" . , 01 TRUSS MANUFACTURER TO M I 56ELLANEOUS 1 E DESIGN MANSARD WOOD MARK MEMBER SHAPE BR&. REMARK5 TRUSSES FOR APPLICABLE ALL DIMEN5ION5 ON STRUCTURAL DRAWIN65 TO BE CHECKED A6AIN5T I' p DESIGN LOADS A5 SHOWN ON 3- 2x8' S + 2- 1 /2" ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWIN65 BY THE f1 cV ! tV SHEET 51 , ALONG WITH THE H1 PLYWOOD FILLERS ® 1 1 /2 6ENERAL CONTRACTOR AND ANY DISCREPANCIES ARE TO BE � REQUIREMENTS AS NOTED ON REPORTED TO THE ARCHITECT IMMEDIATELY, SHEET 52. THE FOLLOWING 3- 2x10 5 + 2- 1 /2 „ 2x6 TOP CHOP]? 2x6 TOP CHORD 2x6 TOP G ORD H2 PLYWOOD FILLERS 1 1 /2 W cV cv cv D I A6RAM REPRESENTS t t MINIMUM MINIMUM MINIMUM SUPPORT RENDITIONS FOR THE CONTRACTOR SHALL A55UME RESPONSIBILITY, UNRELIEVED BY Q ' m m m MANSARD TRU55 DESIGN: REVIEW OF SHOP DRAWIN65 OR PERIODIC OBSERVATION OF v► � CONSTRUCTION, FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS, vi < FOR FABRICATION PROCESSES AND CONSTRUCTION TECHNIQUES, AND 0 .. N; - FOR SAFE CONDITIONS ON THE JOB SITE. \ o i N = _ DO NOT SCALE THE DRAWIN65. Z t I I k ► �t FIELD OUT �t FIELD GUT v 3-20d NAILS LEG AS -� LEG AS Q TO EA. 2x HEADER -1 O m m REQ' D.. J I '• ` t11 p q 1 4' -6" , 3' -3 1 /2" 4' -6" 3' -3 1 /2" 6' -4 3/8" 4' --7 1 /8" o HEADER w O i, 2-2x6 FULL HEI6HT P 2x6 CRIPPLE SPIKE T06ETHER W/ ► t TRUSS TRU55 T2 TRU55 T3 NOTE SEE SECTIONS ON SPIKE TO STUDS 8d NAILS o 16" O.G. SHEET 53 FOR ACTUAL W/ 8d NAILS SUPPORT LOCATIONS. ® 16" O.G. �s MAN5ARD HOOD TRU55E5 � 5:2 � � � t , - „ • 56ALE: 3/8 = 1 -O FRAMIN6 '. 4. i> { a ° GONT. 2x4 PLATE GONT. 2x4 PLATE B 1 GONT. 2x PLATE m 1 /2" PLYWOOD T/MANS D 5/8 PLYWOOD 4 SHEATHING ,t , - SHEATHING T/MANSARD ±q`' 5/8" PLYWOOD T/MANSARD I ' ® EL. ,ib 1I @ EL. + 16' -11 " SHEATHIN6 @ EL. +ib' -- 1I ." CONT. 2x4 2x6 STUD WALL BUILT 5/8" PLYWOOD I PLATE W/8d TO ALI6N W/ PARAPET ' NAILS ® 6" O. G. 5/8" PLYWOOD t, WALL BEYOND. SCAB TO INTO PLYWOOD SHEATHING 5/8 PLYWOOD SHEATHING MANSARD TRUS5E5 SHEATHING AS REQ'D. ISIMPSON' FIELD GUT LEG 5T2115 STRAP FIELD GUT LEG SIMPSON "A35" FRAMIN6 TIE EACH TRUSS „ t, FITMANSARD TO OF MANSARD TO SIMP50N A35 FRAMIN 5IMP50N "A35" FRAMIN6 FIT ANCHORS (3) PER TRU55 I ANGHOR5 (5) PER TRUS$ ANCHORS (3) PER TRUSS O_ • ( TYPICAL) 2x6 BLOCKING ' (TYPICAL) I (TYP I GAL) 'S I MPSON' 5T21 15 1- BTWN. JOISTS GONT. 2x4 PLATE STRAP TIE EA. TRUSS Q- W/8d NAILS ® ►-• rY- 5/5" PLYWOOD MANSARD WOOD TRUSSES , 6" O.G. INTO JOIST MANSARD WOOD TRUSSES wv 5HEATHIN6 AT 32" O.G. SEE ; BELOW AT 52" O.G. SEE GONT. 2x4 PLATE V1 MANSARD WOOD TRUSSES SHT. 52 FOR Wed NAILS ® W SHT. 52 FOR 6" O.G. INTO FRAMIN6 C� AT 32" O.G. TRUSSES TRUSS DETAILS TRUSS DETAILS TO ALIGN W/I JOISTS. SLOPE JOIST 5/8" PLYWOOD BELOW SEE SHT. 52 FOR TRUSS DETAILS PER FT. I SHEATHING Z O T/BEAM i T/DOUBLE PLATE 5/8" PLYWOOD N @ EL. + 12' -5 1 /2" @ EL. +12' -5 1 /2't SHEATHING i� T/DECK T/DECK ' WOOD I JOIST 1 PROVIDE 5/8" VARIES t� VARIES `�BLOCKING ( TYP.) PLYWOOD SHIM PROVIDE 5/8 PLYWOOD SHIM , T/BEAM BELOW TRUSS BELOW TRUSS BEARING® EL. 1 /2" 1 / �' PLYWOOD BEARING 2x6 BLOCKING 11 ' - i ,THING DOUBLE 16" • SEE PLAN FOR ( WOOD " I " JOIST LOCATION. • 16" I JOIST WEB. STIFFENER SEE PLAN FOR � H B/TRU ® 32" O. G. SEE JOIST SGHED B/TRU55 ' LOCATION. GONT. 2x6 LEDGER ® EL. 10' -2" SEE PLAN ON SHEET 54 FOR ® EL. + 10' -2" B/TRUSS (SLOPED) W/2-ibd 2x8 JOIST w/ FOR LOCATION DETAILS. ® EL. +10 -2 NAILS ® EA. STUD. 2x6 LEDGER CONT. t, LVL, BEAM SEE SHT. GONT. 2x6 LE06ER ISIMPSON' FHA30 2-2x6 BLK'6 FROM BEAM 54 52 POR DETAILS (SLOPED) W/2-10d STRAP ANCHOR EA, B/HEA R BEAM SEE SHT. NAILS @ 6" O. G. TRUSS, TWIST AS ® CLIP. TYP, 2-2x8' 5 LOCATED ® EL. G ' -2" 52 FOR DETAILS STAGGERED REQ'D TO MAKE DIRECTLY BELOW ATTACHMENTS AS MANSARD TRUSS. r 1 /2" 4 SHOWN 1/2 PLYWOOD 2x6 STUDS 1 /2" PLYWOOD 5HEATHIN6 ® SHEATHING01 1 /2"—,jr2 3/4" x GONT. 2x6 PLATE SJ f SEE ARCH. DW65. FOR TOP 4 BOTTOM SEE AR DW65. FOR SEE ARCH. DWGS. FOR 1 FASCIA BD. d SOFFIT W/2x6 BLOCKING. FA5GIA D. d SOFFIT FASCIA BD. d SOFFIT • ON SECT. 1 /53 ONLY. 1 DD NOT PROVIDE AT 1 SECTION 2 _ SECTION Q SECTION - - SECT. is/53. - 53 3/4" = 1 ' -0" If I -oil N GONT. DBL. GONT. DBL. GONT. DBL. ' .. 2x6 PLATE 2x6 PLATE 2xb PLATE OIL T/PARAPET T/PARAPET ELEV. + 16' - 1 1 " TRIPLE 2x6 BUILT p T/PAR PET .� T/PARAPET @ EL. +16' - 11 „ ® EL. +ib' - 11 " @ EL. +16' -11 " ■�■ � 5/8" HANGER BRACKET UP POST LOCATED ,-•w 1 /2" PLYWOOD SHEATHIN6 d 1 /4" CONNECTION R ® CL OF HANGER 1 /2" PLY D 5HEATH I N6 F 1 . SEE ARCH. DW65. FOR BRACKET. ,r J CONT. 2x LEDGER W/2-16d ry'_ DIMS. Ak GONT. 2x6 LEDGER W/2-lbd NAILS @ A. STUD NAILS ® EA. STUD T/LEPOER VARIE5 T/LEDGER VARIES A 1 /2" PLYWOOD SHEATHING @ EL. + 14' -0" TO 15' -0" ® EL. +.14' -O" TO 15 ' -O" PROVIDE 3/4" BOLT W - Q FOR ATTACHMENT OF cv ' 3/4 (P THRU BOLT ,� w Q S I MPSON "A35" ' S I MP50N "A35" GLEV I S TO PLATE — /�TOP d BOTTOM w/ 2x4 BLOCKING FOR FRAMIN6 ANCHOR FRAMIN6 ANCHOR 2x4 STUDS ® 16" O G. Qo 2"d)x i /4" WASHERS. o EDGE SUPPORT OF 2x4 STU ® 16" O. G. CENTER OF PLATE ® BRACE +� - 'tt N- z TYP. ® TOP d � TYP. ® TOP 8 PLYWOOD SHEATHING BOTT OF BRACE. PLY D SHEATHIN6 O 6/8 PLYWOOD BOTT OF BRACE. 5/8 PLYWOOD SEE 5-53 (3 CA s SEE EAR WALL FASTEN PLYWOOD TO HEATHIN6. SHEATHING. ELEV. + 14' -O" FOR DETAILS � Lz z 2x6 PLATE ONTO. TSHEATHIN6 GONT. SHEATHING 1 "0 HANGER ROD q U SIDE FACE 2x6 PLATE TO OUTSIDE FACE w/6" THREADS d _SGHE SHT. 54 BLOCKING W/lOd NAILS _OF WALL #3 GLEVI 5 EA. END z FOR TAIL5 ® 6" O.G. SLOPE JO I ST a w _ 5/8" PLYWOOD ~1/4"PER FT. WALL I /4" HANGER PLATE z a 5HEATH I N6 i. SLOPE JD I ST - p v i BETWEEN DOUBLE 2x8 .. p SEE SHEAR WALL SEE SHEAR WALL 1 /4 PER FT, tY— LL _ T/PLYWOOD SEE ARCH. DRW6. FOR �p SCHEDULE FOR SCHEDULE FOR I DIMS. �i FRAM WO G ANCHOR VAR I E5 �c p D_-- I FASTEN I N6 OF FASTENING OF Q p N FOR ATTACHMENT PLYWOOD SHEATHIN6 WOOD " I " JO I ST PLYWOOD SHEATHING N�- SIMP5ON ' LU OF B GKI . TO 16" I J0I5T JOIST HANGER 2-3/4" w Qj TO BLOCK I N6 BLOCK I N6 TYP. TO BLOCK I N6 gLOGK I N6 (TYP. ).r) ' � � I WALL TUD. SEE PLAN ALTE ATE ANCHORS FOR LOCATION CONT. 2x6 PLATE THRU BOLTS �ita.4 ASS WN BETWEEN T/DBL. PLATE FASTEN TO T/DBL. PLATE GONT I NUOUS 2x 12 8 STUD BAYS. ® EL. +1O - 1 1 /2 - � " FRAMIN6 BELOW @ EL. +1 O' - 1 1121. GONT. 2x6 PLATE FASG I A BOARD 11 We) I JOIST FASTEN TO ¢ 16" I JOIST s W/2- tbd NAILS ,t w/2x6 LEDGER. 2x8 LOGKIN6 CONT. 2xb LEDGER ® 32" D.G. MIN. EACH JOIST FRAMING BELOW — v BET EN 2x6 (SLOPED) W/2- 16d ® 32" O. G. o f NAILS 0 EA. STUD GONT. DOUBLE SEE PLAN SEE PLAN W/2-1bd NAILS u w < STUD FASTEN NOTE, I F LEDGER 2x6 TOP PLATE 2x6 BLOCK I N6 GONT. DOUBLE MIN. EACH J01 ST I o o •-• A ff 2x6 TOP PLATE _ B/SOFFIT v �' BLOC ING TO I5 TO BE SPLICED, VARIES 3' -0" MIN. D BTWN. JO VARIES 3' -O" MIN. — — - - J 2x6 EDGER W/ ELEV. + 10' 0" 2x6 BLOCKING irm `�<� w - USE S I MPSON "MST I 36" 'S ' -O" MAX. ! 5' -O" MAX. - 4 �J BTWN. JOISTS . 1Od AILS ® 3" p� 6" O G. SEE STRAP T I E A ALL PLYWOOD 5HEATH I N6 I WEB STIFFENER FFENER PLYWOOD 5HEATH I NG 1614 WOOD " I " Q p w 5PL I GE LOCATIONS.ONS. SOFFIT, SEE ARCH: JO I 5T ON SKEW. z ' SHEA WALL SIGHED. SEE SHEAR WALL SEE JD I ST SGHED SEE SHEAR WALL WEB 5T I FFENER DW65. FOR DETAILS. d FOR . ASTENIN6 SGHED. SHT. 54 ON SHEET 54 FOR SGHED. SHT. 54 2xb STUDS SEE JOIST SGHED SIMPSDN "LU" .. �� OF P YWOOD FOR DETAILS 2x6 STUDS DETAILS. FOR DETAILS ® 16 O.G. DOUBLE RIPPED 2x8 JOIST HANGER _ . SHEA H I NG TO 2x6 STUDS ® 16 O.G. " N BLOC IN6. ® ib O. G. RAFTER. FOR DETAILS o ON SHEET 54 FOR SEE 4-53 ~t- z DETAILS. GONT. 2x8 LEDGERAk z w/3- 16d NAILS .r: EACH STUD. d � .:•' © , SECTION 5EGT ION a Q 4 5EGT I ON _r5� SECTION m " — � n n , n n , m 53 3/4 - 1 —0 53 3/4 = 1 —0 53 3/4 - 1 —0" 53 3/4„ = 1 , _0„ ziu cv Ni OUTS I DE FACE ., N Z A 3 SEE SECTION 1 /53 " 2 5/8 PLYWOOD OF SHEATH 1 5/8" PLYWOOD A o BEAM FOR TYP. I -JOIST SHEATHING 4 O.H. BLOCKING BETWEEN 51MPSON "MSTI26" SHEATHIN6 STRAP TIE 4 1 /2" 8" PLYWOOD s. WEB STIFFENERS 1 ' O" JOISTS (NOT SHOWN) CENTERED ON BEAMS 5/8 PLYWOOD WEB STIFFENERS ib WOOD I -JOIST 1 /2 1 EATHIN6 q SEE JOIST SGHED. 5HEATHIN6 SEE JOIST SGHED. 5/8" PLYWOOD ® 32" D. G. SEE jk T/BEAM SHT, 54 FOR SHT. 54 FOR SHEATHIN6 PLAN SHEET 52 ELEV. +12' -5 1/2" DETAILS I DETAILS 4 1 /2" 4 1 /2" I FOR LOCATION. 5IMP50N "HL55" ib" I -JOIST i ANGLE w/8-5/8"� SLOPE„ T 5T5 SLOPE' JOISTS SEE PLAN 5HT. LA6 BOLTS 52 FOR LOCATION T/BEAM T/BEAM N T/BEAM T/BEAM T/BEAM (� N ' ELEV. +I '-I1 1/2' ELEV. +1I ' -5 1/2" � _ " - N • ELEV,. +11 11 1/2 ELEV. +11 ' -1 1/2" ELEV. +11 ' -1 1/2" • 6 ® I ( ® ® ® U PLATE w/6- 1 " '� x p - THRU BOLTS. BEAM � r,, I I I 3/8" U PLATE w/ d 3/8"x14"x2' -2" TO F1T SNUG. SEE ® Z 4 5/4"0 THRU U PLATE w/6- 1 "� SCHED. SHEET S4 — — — — c, =- 11 -7/8" I -JOIST I I BOLTS. BEAM TO I I THRU BOLTS. BEAM FOR BEAM WIDTH. -� Q r N w• � " „ ' ib LVL ONE J_ / 16 01 WOOD I -JO'iST " ,t I I I FIT 5NU6. I I I TO FIT SNUG. SEE 4 1 -b VL BEAM Y ' @ 32" O. G. ® 32 O.G. ), ®632WDODCX -JOIST I I I I SGHED. SHEET 54 FULL I I SEEPIECSHEETM52 p LL` � E 5HT. 52 LVL BEAM ib" LVL ONE FOR BEAM WIDTH. PEN o g:. � ' .'. JOIST HANGER I I I I I I 3 SIDES FOR DETAILS. \ v: ° s OR DETAILS ?; LVL BEAM J015T HAN6ER SEE SHEET PIECE BEAM SEE 4 tip E SEE JOIST SGHED. T5 COLUMN"C1 I I w — Q SEE 5HT. 52 SEE JOIST" SGHED. 52 FOR DE AILS SHEET 52 FOR TS 8X4 COLUMN TS 8X4 COLUMN I I Y„ SH7. 54 FOR FOR DETAILS SHT, 54 FOR SEE SGHED. SHEET DETAILS. I I "G2" SEE SGHED. "C2" SEE SGHED. I ( ' 2 3/\4: I}, DETAILS DETAILS 54 FOR DETAILS SHEET 54 FOR SHEET 54 FOR n DETAILS. DETAIL5. F I SECT I ON 5EGT I ON t o SECT I ON t 1 SECTION t 2 5EGT I ON p 4 } i y 53 3/4° 1 ' 0 53 3/4" = 1 _o„ ° 1,53 3�4 = _o., 53 H - ui 4 ` 53 3/4 i _0 w SECT I tt Al e: WIW ¢ 1 /4" ISOLATION � COLUMN "G2" 1 , ? ¢ COLUMN 8 FOOTING }" Ti JOINT d FOOTINGIMP50N "5A36" /5 ABa - T 'L FAGS OF OPENING RAP ,TIE8" P Y O TS LUMN "Cl " °. ea _ EL. O -O 5. 4 F.S. 5IMP5ON JOINT HANGER 5/8 L WO D = • ' SIMP50N "MSTI26"STRAP ON ,iiI /4" 'SETTING R FROM BEAM TO POST LU526_2 FOR 2_2x6 SHEATHING ON'6/4" NON SHRINK I I SEE 3-54 FOR 1 Y ��LU528 2" "FOR 2 2x8 6RCIUT w/4-3/4"m I ( I 1 /4 I50LATION JOINT SETTING DETAIL FOOTING 4 COLUMN SCHEDULE 5/8" PLYWOOD LU5214-2 FOR 2-2x12 x 1 ' -2„ +3" HOOK I I s SHEATHING A501 A. B. 4" BOLT ' I I 12 P5F 1'7 P'SF 21 PSF 1 1 T/BEAM I I 4" BOLT PROJECTION PROJECTION MARK REF. WIND REF. WIND REF. WIND REMARKS F 24 LEDGERIJ + 12' -5 112 ( I L M I C J N PRESSURE PRESSURE PRESSURE • ( OPED) COAT COLUMN v t 1 n 4 -0 x4 -0 x i -0 4'-0'x4 -0 x I -0 4 -0"x4'-0 x I -0 SEE 3-54 FOR DETA I L5 T/BEAM I I I I T/SLAB 6 6 BASE R $ A.B. O F 1 -#5 E. .B. -#5 E.N.B. 4-#5 E.N.B. d EL. 0' 0" w/A5PHALTIG WN +11 ' -11 1 /2" ® " i I PAINT TYP. 20"x 14° GONG. 1011 1 O" BELOW GRADE. Wry m 4'-0'x4'-0'x 1'-D 4'-0"x5'-0'x I'-0 4'-0"xb'-0'x i'-D SEE 4-54 FOR DETAILS Q. ; SEEP SGHED. - PIER w/6-#6 dJ N ® F2 #5 ® 12" O.G #5 ® 12" O.G #5 o 12' O.G lY DOUBLE 2x F010 RE I NF. VERT 4 #3 1 1 /2" CLEAR E.N.B. E.N.B. E.N.B. LVL BEAM SEE TIES A HEADER, SEE S I ° I a SHOWN. ../ T/TFG. T5 4x4x 1/4 TS 4x4x I/4 TS 4x4x 1/4 SEE 3-54 FOR BASE R ' 5HT. 52 FOR PLAN FOR SIZE 1 I i W W NT. 2x6 LEDGER DETAILS Uj I v ° a SEE PLAN G i BASE R 4 BASE R 4 BASE rt': DETA t LS /2x8 BLbGK I NG ° - W W 3/4"x 12"x 1 '-0" 3/4"x i 2"x I '-0' 3/4"x 12'x 1 '-0" .` 2x6 LEDGER PROVIDE WEB W 2 TWN WALL STUDS 16" WOOD I -JOIST O SEE 4-53 FOR DOUBLE 2x6 STIFFENERS N.S. SEE PLAN ° L lh T5 Sx4x 1/4 TS 8x4x5/I b TS 5x4x3/8 SEE 4-54 FOR BASER ETA I LS. POST BELOW es 4 F.5. AT ALL 4„ 4„ —� ° G2 BASE f1'_4 BASE 1E, BASE R: DETA I L5 N BEAM BEARING HEADERS. SEE 3 GLR. 1 "xiO"xi ' -4" 1 "xl0"xl ' -4" 1 1/4"x10'x1'-4' 8-54 FOR DETAILS. 3" GLR. 41 VL BEAM SEE BUILT UP 2x6 P05T f ` HT, 52 FOR BELOW BEAM TYP. 5EE SCHEDULE SEE SCHEDULE ) 'ETA ILS. FASTEN TOGETHER 8d NAILS ® 16" O.G. { , �� SECTION 3 5EGT I O 2 tt 4 5EGT I ON s FOOTING � _COLUMN SCHEDULE 5EGT ON 54 54 3/4„ . _ 1 ' -0 54 3/4" _ 1 , _0,4 54 3/4" i , -p„ . { 0 FILL W/MA5TIG n u t Y�tOOD I —JOI 5T SCHEDULE BEAM SCHEDULE H.1N•F. 4 ALIGN DOUBLE 2x8 RAFTER (3) 2x6 BUILT UP *_ 25 30,35 a 40 WITH TRIPLE 2x6 BUILT POST AT EACH EACH L I yE MA1�l1F• e END HANGER JOIST MANUFACTURERS' SERIES MARK IVE LOAD REMARKS ' rt UP P05T AT EACH END OF END OF OPENING. SEE LOAD DEPTH SERIES t; m W OPENING. TYP I CAL. HEADER 50HED. SHEET S I N&LE DOUBLE B t (3) 13/4'x i b' L.V.L. +� N 52 FOR DETAIL5. „ „ i 11 I/8" G MIT11 -2 51412-2 G TRUS JDIST MAGMILLAN TJI/35G ► 4' O 25 LOU IANA PACIFIC "LPI 3bA" 3) 13/4'xlb' L.V.L. PENING IS B2 P ° ° ► .► - BELOW 16" A H5516 WP3516-2 J 3, ► 0 0 .o o ,o o .o TRU5 JO I 5T MAGMILLAN "TJI/55G" B3 (1)5 1/4'x 1 b' L.Y.L. ONE PIECE BEAM 0 0 0 • o 0 0 0 • o o • o 0 1 1 -1/8 G MITI 1-2 B1412-2 OB 0 0 0 0 0 0 3O LOUISIANA PACIFIC "LPI 36A" MIT416•' HP1416-2"` B4 (3) 13/4'xlb' L.V.L. ' N3516"' NP3516-2" ` 2 8 LE06 1.1 MIT1 1 -2 B1412-2 O TRUS JOIST MAGMILLAN „TJI/55GH F grj" (2) 13/4'xib' L.V.L. SAWGUT MAX. NEXT H 3� LOU 15 i ANA PACIFIC I F 1 G LPI 56A MORN I N6 AFTER 5/ " PLY D Q J i 6 G M I T416 WP I 416-2 J v 4 ~ ' SLAB 15 CASTAd EATH I = CL LAMINATED VENEER LUMBER (L.V.L.) AS MANUFAGTURED BY: �u 11 1/8" G MIT1I -2 WP1412-2 ` SAW GUT NT = N x x 40 TRU5 JO I 5T MAGMILLAN PARALLAM OR M I GROL.LAM o `�I 1 X d) N � N 16 G M I T416 WP 1416-2 LOU I 5I ANA PAG I F I G GANG-LAM 'w w N N N N N N N 13015E CASCADE VER5A-LAM OR VER5A-LAM PLUS l•. , A5 MANUFACTURED BY 5IMP50N STRONG-TIE CONNECTORS FOR USE WITH TJI/55G 5ER I E5 JO I 5T5 1 /8" MINIMUM GAP 6EOR61 A PAG I F I G G-P LAM , w r > TOOLED JOINT 18" LAP FOR U5E WITH LPI 36A SERIES JOISTS ,` �i WOOD " I -JOIST" 1 1 /2" MAXIMUM GAP H" 2x6 SEE JOIST SCHEDULE . FOR MANUF. 4 SERIES 04 - 2x12 — — — — — — L WEB STIFFENERS HEADER d JO 1ST N.5. d F.5. I ty Q ; o° ° ► ► ° e _ HANGER SEE PLAN �• O � Q e � 3 EQ. SPACES = ° °O ► °. >° ► • °.° NOTE: O 3 1 /2 ° 2x8 5 SHALL BE FASTEN MULTIPLE o° o ° • °o •° • ° moo •°oo •° • ° 0oo •° _ ± RIPPED FROM 7 1 /4" — — -' — — — �- — JOIST HANGER 6 1 3/4 8d NAILS FOR MEMBER BEAMS w/ O 111211 w AT BUILDING TO 5 1/2° PLYWOOD, 05B OR OR BEAM. SEE VZ �- # - 5AWN LUMBER WEB SECTIONS M NA -j JOIST TYPE A4 B I 'I 3 ROW5 OF 16d41-z 4 { ® CANOPY EDGE. TYP. JOIST I #1 ®12" OWGREOR NAILS J Q-j Q ` *71 5T I FFENER N.5. y k 2x4 KEY LONbs WIDTHIOF ' I 1 = 2 ROWS 1 /2"0 THRU „1- N H STIFFENER FFENER TO AL 16N USE SAME NA I L I N6 I BOLTS ® 12" O.G. Q v . - 1 /8" MINIMUM GAP REQUIREMENTS A5 ' CONSTRUCTION JOINT 1 WITH " I -JOIST" 1 1 /2" MAXIMUM GAP CONCENTRATED LOA FLANGE. I I WOOD " I -JO I 5T" c o l SEE SCHEDULE FOR O 1- WEB STIFFENER AT I I CONCENTRATED LOADS I I F d MANU 5ERIE5 6 5LAB'' ON GRADE DETAILSri CANOPY FRAM I NG PLAN �� BEAM d JO I 5T SCHEDULES 3 OR 2 PIECE L . V. L . BEAM �� o - NEB STIFFENER AT END w�� + 54 3/4 = 1 ' -0" 54 1 /2" = 1 ' -p" 54 ? BEARING ( TYP. @ ALL JO I 5T5) ®o Q k ROOF D I APHRA6M I J SEE 5EG-rioNs- SHEAR NALL 50HEDULE SHEAR WALL SCHEDULE z • Q W REFERENCE HIND PRESSURE = 12 P5F REFERENCE WIND PRE55URE = 21 P5F 4� #, th ' SHEATH I N6 5FEATHIN6 NAIL' HOLDOWNs ANCHOR SHEATH 1 N6 SFfATHINb NAIL" HOEDOWN' '�NGHOR REMARKS 2x4 BLOCKING ® MAK SHEATH I N6 NAIL 5I ZE 5P1 ' �°`NG�� DOLTREMARKS MARK SHEATH 1 N6I L 51 ZE ��i ' BOLT �. .. ALL PLYWOOD PANEL PANEL ED�6ES SPAG I N6 PANEL ED6E5 SPAG I N6 w ; . JOINT5. PROVIDE DOUBLE 1/2' 8d b' HD2A 48° A 1/2" 8d 4" HD2A 48" ' i< 2x6 STUDS ® ALL ° 1-1/2" LAYER PROVIDE 5HEATHIN6 1-1/2" LAYER PROVIDE SHEATHING } HOEDOWN LOGAT I DNS 2x6 STUDS ® 1 6" O.G. EA. 5I DE Sd 3• 2-HDSA 16" ON BOTH S I DES OF HALL B EA. 51 DE i Od ""2" 2-HDBA 12' ON BOTH 5I DES OF HALL �- o m t1 f4 ' t - " " • 1/2, 8d 4" HD2A 36" e DOUBLE HOEDOWN t/.2 ad b H12A 48" C Z ; .' ANCHORS FOR WALL B ONLY. 1/2" 8d b' HD2A 46" D i/2' ad 6" HD2A 48" 1- t x 7 ; 1/2" 8d b' HD2A 48" E 1/2" 8d 4" HD2A 36" WASHER d NUT GONT. 2x6 PLATE 1 • WIND LOADS GOVERN OVER SEISMIC LOADS UNLESS ! r WASHER 4 NUT SHEAR NALL 5CHEDULE A5 NOTED IN THE REMARKS COLUMN. 2. ALL MEMBERS TO BE S-P-F NO. 2 OR BETTER, U. N.O. �;• (TYP_) Q N r a " REFERENCE K I ND PRE55URE = ' 11 P5F 3 NAIL ALL SHEATH I N6 TO INTERMEDIATE SUPPORTS ® 1 2" O.C. v r \ * - Lu NAIL SHEATHING TO ROOF DIAPHRAM CHORD d TO EACH . \ SHEATHING NAIL' HOLDONN.�, ANCHOR A MEMBER/WALL VERT I GAL CHORD ® THIS SPAG I N6. 4 # , T/SLAB SHEATH I N6 SHEATH I N6 rS"PACI N6 0 BOLT y' EL +O' -O" MARK NAIL SIZE PANEL ED6E�' AIRS REMARKS ** - AS MF6R. BY S I MPSON. Z F • , I I I I SPAG I N6 *"* - USE DOUBLE 2x6 STUDS AT ALL PANEL EDGES. Q : i II 5/8"m x 1 ' -6" ANCHOR 1/2" 8d b" HD2A 45" J Q � N BOLTS SEE 50HED FOR PROVIDE ATHIN6 -I SPAG I NG 5HE o t t B 1- A. SIDE 8d ;■■2" 2-HDBA 12" ON BOTH SIDES OF HALL . _ s 4„ 4" " " \ � " i + _SEE SHEET 51 1/2 8d b HD2A 48 w -- QO � 1»1 Ink 4 1� N S t_ 17 1/2" 8d 6" HD2A 8" + ' P £; E b• 48" i# 1/2' 8d HD2A NOTE: PLYWOOD PANELS MAY BE LAID UP I • �✓'HEAR YVALLLu HORIZONTALLY OR VERTICALLY ` 54 DETAIy i i1 7° ; a J-BOX ON_ INSIDE FACE OF PARAPET MOUNTED , 611 BELOW TOP OF PARAPET WITH PHOTOCELL # FURNISHED AND INSTALLED BY EC � O O WALL MOUNTED LI6HT FIXTURE OVER DOOR - - - - - - - - - - - - - - - - - - - - - - - - I p J . � � 36 I • TO AP-2:36 TO LP:31 SEE NOTE 5 TO LP:8, 1O, 36 { 8 12' Hl6H CURB 10 J w 12' H16H CURB 8 { I 23" X 16" SHEET METAL 6AS ENTRY (UP THRU CURB 'n SUPPLY DUCT DOWN (TYP I GAL) . I AND SHUT-OFF VALVE ( TYPICAL) . Lu 23" x 20" SHEET METAL {� y I CONTROL WIRIN6 ENTRY (TYPICAL) . p La SEE DETAIL BELOW. RETURN DUCT DOWN (TYPICAL) . r/� � y • J POWER WIR1N6 ENTRY (TYPICAL) . ECONOMIZER OUTSIDE AIR I SEE DETAILS BELOW. ` INTAKE (TYP I GAL) . 44 ELECTRICAL DISCONNECT SWITCH, , e FURN 1 SHED W 1 TH UNIT (TYP 1 GAL) . • i I " GOND. TO FREEZE a AND COOLER. VERIFY I PORK 10 TON HVAG UNIT L - - O WALL MOUNTE LI6HT 4 WITH 12" H16H CURB AND FIXTURE R DOOR LJ QUANTITY AND 5 I ZE r �I K-1 -1 lei WIRE5 WITH K. E.S. �/J ECCONOMIZER OUT51DE AIR 1 /2"C-2# 12 YORK 10 TON HVAG UNIT I F TO ICE MACHINE � (STANDARD TEMP) OR I • % 12 1/2 TON UNIT I u 7 ( EXTREME TEMP) WITH I N~ a 12" H I 6H CURB AND I _j a IL� ECONOMIZER OUTSIDE AIR INTAKE. o� 1 /2" GOND. 4-#12'5 TO I u 12" H16H CURB J-BOX ABO GEILIN6 �ww < TO AP-2: ( 21, 2q, 31 ) I o 1 " CONDUIT WITH 4#8' 5 SEE SHEET 4. ( TYP, F� '� w f SEE NOTE 1 FOR ALL E AU5T FANS EXCEPT E4)' 5EE NOTE 4. SEE NOTE 7. INSTALL KITCHEN EXHAUST FANS TO OPEN 1 I E-1 E-3 G OQ � I N THE D I RECT I ON OF ARROW (TYP I GAL) . 8 I �iaE N T -#1 12' H16H CURB 12' H 16H CURB 1 /2 GO DUI 3 2 5 TO OPTIONAL LIGHTING CONTROL PANEL. 1, N L / 36 I a ZZ � - - - - - - - - - - - - I � � z�Na� . f QN + 1 F � J-BOX ON INSIDE FACE OF I � �� < � i PARAPET MOUNTED 6 BELOW TOP OF PARAPET E LL t FOR OPT. LI6HTIN6H CONTROL PANEL (PHOTOCELL FURNISHED B OTHERS AND INSTALLED BY E. G.) j < R 0 F PLAN Q � _ Lu /4" _J� w a� w o l pprr +; STANDARD EXTREME EQUIPMENT 5GHEPU L E +- -- 5 HVAG UNIT SGHEI7ULE W�� _ NOTE: NO SUBSTITUTIONS ARE PERMITTED Q ' ELECTRICAL PLUMBING NOTES : 12 1/2 YORK 15oN2OO25M /F M6I NW 1 AND HEATIN6 ER WPOWER UNITS IES REL i EF 6' CLAM SHELL/FLAT 6RI LL FAN, 1255 GFM �► w1 . ELEGTRIGAL CONTRACT SHALL FURNI5H AND 1NSrTALL A WATERY16HT J-BOX AND e TON C00L 1 N6 GAPAC 1 TY= 145,000 BTU-6.5 EER - PENN:MGD-2000, 1/2 H.P. , 5.'7 F.L.A, to N; 3/4" CONDUIT TO J-BOX 3/4" GO I T TO J-BOX NECESSARY W l R I N6 TO HOOKUP COMPLETE REMOTE GONPEN5I N6 UNI T. HEATING GAPAGI TY:245 MBH - -iq� EFF 1 G1 ENGY " E I ENH�,K,(,UBE 14056MD, 1/2 H.P. , 5. F.L.A. o ABOVE IN6. 6REY "MF" EVAP. BLOWER NOMINAL GFM 5000-EXTERNAL STATIC O.q4 120V/1/60 CYCLE 4 } IC 71 ABOVE GE I L I NG. 6REY IC 71 BO E GE I L 2. ALL J-BOXE5 AND RE PTACLES SHOY�U�1 ON TH 15 PLAN SHALL BE WATERPROOF. MOTOR H P.5 - DRIVE TYPE:BELT lz y CABLE FURNISHED BY HVA y GABLE FURNISHED BY HVAG FULL LOAD AMPS: 74.7(206/23O/60/3) ,3q.-7(460/60/3) 3' CLAM SHELL/FLAT 6R1 LL FAN, 580 GFM m w I � N SUPPLIER. SEE SHEET E4. I••- SUPPLIER. SEE SHEET E4. 3. ALL 6A5 AND ELEGTR1 AL HVAG UNITS ARE FURN15HEP W1TH A DISCONNECT SWITCH. 6AS CONNECTION (F.P.T.) ,3/4" PENN:MCD-2000, 1/2 H.P. , 5.1 F.L.A. z r/� # ELEGTR1CAL CONTRACT SHALL WIRE 3 PHASE TO MAIN LU65. UNIT WEIOHT: 1 ,552 LB5. CURB WEI6HT: 155 LB5. E-1A 6REENHECK=CUBE 14056MD, 1/2 H.P. , 5.7 F.L.A. y� �_ u7 = y � ��• J lu 4. WEATHERPROOF D1 CT SWITCH AND J-BOX PROVIDED BY FAN MANUFACTURER. YORK ROOFTOP COOLIN6 AND HEATIN6 UNITS SERIES 120V/1/60 CYCLE d o ry a z a y FACTORY WIRED AND M NTED TO FAN BASE EXTENSION. CONNECTION TO BE MADE ON 10 D G6120N20025MD/ME WITH ECONOMIZER 2-BATTERY FRYER FAN, 585 GFM 1 N5I DE OF CURB TO .E I M I NATE CONDUIT PENETRAT 1 ON OF ROOF I N6. K-1 D-t TON �_I N6 GAPAG I TY: 1 18,000 BTU-q.O EER PENN=MCD-2000, 112 H.P. , 5.1 F.L.A. HEATING GAPAGITY:245 MBH - 7q,5% EFFICIENCY E-2 6REENHEGK=CUBE 10056MD, 1/2 H.P. , 5.'1 F.L.A. 5 DISCONNECT AND J-BO PROVIDED AND MOUNTED INSIDE MOTOR COMPARTMENT BY 'MD" "ME" EVAP. BLOWER NOMINAL CFM 4000-EXTERNAL STATIC 1 .3'7" 120V/1/60 CYCLE r MANUFACTURER. ELE RICAL CONTRACTOR SHALL STUB-UP THRU RACEWAY IN CURB MOTOR H.P.3 - DRIVE TYPE=BELT AND FAN TO ELIMINATE CONDUIT PENETRATION OF ROOF I N6. D_1 FULL LOAD AMPS:52.-1(208/230/60/3) ,2q.O(4bO/&O/3) 3-BATTERY FRYER FAN, 840 GFM FOR 6AS HEAT: 1 "G-3#6 FOR 6AS HEAT: 1 -1 /4"G-3#2 6. EXHAUST FAN5 MUST HINGED AS SHONN TO PROVIDE PROPER MAINTENANCE. 6A5 CONNECTION (F.P.T.) :3/4" PENN:MGD-2000, 1/2 H.P. , 5.1 F.L.A. YORK HV G UNIT TO PANELBEAT: PORK HVAG UNIT TO 6AS HEAT: "ME" UN I T HE 16HT: 1 ,512 LB5. CURB HE 16HT: 155 LB5. E-3 6REENHECK I WBE 10056MD, 1/2 H.P. , 5.'1 F.L.A. WITH GU B AND FOR ELEG. HEAT: WITH CURB AND FOR ELEC. HEAT: • -i. WATER HEATER VENT ( IF 6AS) . ALL PLUMBIN6 VENTS THRU ROOF SHALL BE MINIMUM 12OV/1/60 CYCLE t EGONOMI ER HOOD " ECONOMIZER HOOD {{ 10' -O" AWAY FROM HVAG UNIT OUTSIDE AIR INTAKES. YORK ROOFTOP COOLING AND HEATING UNJTS SERIES ( 2'l KW) : 1 -1/4 G-3#2 (2.7 KW) : 1 -1 /4 C-3#2 7 1/2 PWC4 gON16525MB WITH EC.ONIOMIZER 4-BATTERY FRYER FAN, 1 145 GFM TO PANELBOARD. ( 41 KW) : 2"G-4#2/0 TON COOL IN6 CAPAGI TY.q�,000 BTU-8.q EER PENN=MGD-2000, 1/2 H.P. , 5."i F.L.A. , 1 2 TON 12 1 /2 TON TO PANELBOARD. C HEATING CAPACITY:204 MBH - 61% EFFICIENCY E-3M 6REENHEGK=CUBE 14o56MD, 1/2 H.P. , 5."1 F.L.A. , W MEGHAN I GAL OT1.�5 • EVAP. BLOWER NOMINAL GFM 3000-EXTERNAL STATIC 1 .08 120V/I/60 CYCLE Q • MOTOR H.P.2 - DRIVE TYPE,BELT Q N 1 YORK HVAG EQU l PMENT MUST BE ORDERED BY CONTACT I N6 JEFF NI EMAN OR FULL LOAD AMPS:38.q(205/230/60/3) , 15.6(460/60/3) TOILET EXHAUST d JANITOR'S CLOSET EX]HAU5T FAN DI CK BORCHERDI N6 AT 500/'T75-g6'75 (EXCEPT ILL 1 NOI S) 6AS GONNEGTi ON (F.P.T.) =3/4" PENN:AB-20, 550 CFM 0 1 " S.P. , 1/3 H.P. 4 }. '108/2-iq-0050 ( l N I LL I NO I 5) UN 1 T WE 16HT= 1 , 151 LB5. CURB WE 16HT: 155 LB5. O -- k 6ROUND E-4 6REENHECK:6B-80-4, 550 CFM O 1 S.P. 1/4 H.P. Q J BUSHING (FAX)"i08/833-3113 5 YORK ROOFTOP GOOLIN6 AND HEATIN6 UNITS SERIE5 120/1/60 CYCLE 5.q F.L.A. Z 1 „i 2. YORK HVAG EQUIPMENT FURNISHED W1TH: 3/4" CONDUIT T TO J-BOX DISCONNECT" W1 TH EC.ONOM1 ZER COMPLETE W/ B1 RDSGREEN AND BAGKDRAFT DAMPERi gg - FACTORY IN5TALLE ELECTRICAL DISCONNECT TON COOLING CAPAGITY=5q,000 BTU-q.4 EER =-+ t \ ; 1 : ABOVE GEILIN6. 6REY " HEATING CAPACITY: 125 MBH - 801K EFFICIENCY MULTI-PURPOSE OVEN EXHAUST FAN Q a - METAL FILTER FRA 5 WH1GH ACCEPT 1 THICK REPLACEABLE MEDIA EVAP. BLOWER NOMINAL GFM 3000-EXTERNAL STATIC, 0.31 " GABLE FURNISHED BY HVAG - LOW LIMIT. D I THERMOSTAT d GOMPRE550R LOCKOUT MOTOR H.P. 1 - DRIVE TYPE=D I REGT PENN=AB-20, 500 GFM e 1/2" S.P. , " 1/3 H.P. J Q E-4P 6REENHECK=6B-80-4, 500 GFM O 1/2 S.P. 1/4 HP w J ir . SUPPLIER. SEE SHEET E4. CONDUIT< < • . r ( "H I 6H HEAT" , D I IN6 AREA UN 1 TS ONLY) FULL LOAD AMPS:2q.8(208/230/60/3) , 16.1(460/60/3) 120/1/bO CYCLE 5.q F.L.A. a _ 6AS CONNECT ION (F.P.T.) : 1/2" / GROUND - 6A5 SHUT-OFF VAL AND ENTRY P I P I N6 (6A5 HEAT UNITS ONLY) UN 1 T trE 16HT='730 LB5. CURB WE 16HT:q2 LB5. COMPLETE WITH B I RDSGREEN a f STRAP 3. CONDENSATE DRA I N T AP FOR HVAG UN 1 T5 TO BE FURNISHED BY PORK AND PORK ROOFTOP COOL 1 N6 AND HEAT I N6 UN I T5 SER 1 ES VERT I GAL WARE HR EXHAUST FAN 1/3 H H.P. P. Cl INSTALLED BY PLUMB N6 CONTRACTOR. " 3 PE AB 20, ' tFwCW36N08225MB W/MANUAL O.A. INTAKE. # r 4. 1 NSTALL I N6, MEGHAN I AL CONTRACTOR 15 RESPONSIBLE FOR ASSEMBLING AND TON COOL 1 N6 GAPAG I TY=40,000 BTU-q.3 EER E-4D 6REE►�I-1EGK=68-80-4, 500 GFM O 1/2" S.P. 1/4 HP 0 � t I NSTAL L I N6 EGOPIOM I ER AND F 1 XED OUTDOOR AIR HOODS AND (ON 6AS UN I T5) HEAT I N6 GAPAC I TY: I OO MBH - 81!K EFF I G 1 ENGY " 120/1/60 CYCLE 5.q F.L.A. 0 N , A T d OUTLET EVAP. BLOWER NOMINAL GFM 1200-EXTERNAL STATIC 0.80 COMPLETE WITH BIRDSCREEN AND BAFC.KDRAFT DAMPER I NSTALL I N6 COMBUSTON AIR INLET OU HOODS. MOTOR H.P. 0.5 - DRIVE TYPE:D 1 RECT I~OR GAS HEAT: 1 "C-3#6 . 5. ELECTRICAL AND PL MBING CONTRACTORS TO PROVIDE A HATERT16HT SEAL FULL LOAD AMP5:24,3(208/230/60/3) , 12.5(460/60/3) MARKEL RECESSED GEILIN6 MOUNTED ELECTRIC ' 4EE UN 1 T BOTTOM PANEL 6AS CONNECT I ON (F.P.T.) = 1/2` GH HEATER, REFER TO SCHEDULE WV WALL STAT,8 LOW 4 r '. `CO PANELBOARD. OF HVAG UNIT (TYPICAL) AROUND ALL CONDUIT AND PIPES PENETRATING BASE PAN AND EXTERIOR a AND FOR ELEC. HEAT: UNIT WEIGHT=625 LB5. CURB WEI6HT:q2 LB5. 1 VOLTAGE RELAY t ,r R HOOD +Y 41 KW) : 2"C-4#2/o HVAG GROUNDING I7E TA DETAIL PANELS of HVAG UNI 5. W O PANELBOARD. 6. SEE YORK I NSTALLA ON I NSTRUCT l ONS FOR EXACT LOCATIONS OF CONTROL NOTE: ALL OF THE ABOVE TECHN I CAL DATA 15 BASED ON 6AS UN I TS AND 15 w {a i N NOT TO SCALE WIRING, POWER WIRI AND 6AS PIPING STUB-UPS TO HVAG UNITS. TAKEN FROM THE MANUFACTURER'S SPECIFICATIONS FOR "HIGH HEAT" NOTE: ABOVE FANS AND HEATERS FURNISHED BY MtoDONALD'S ROOD PLAAK ,F y; 16" X 23" SHEET METAL SUPPLY DUCT .' ` GENERAL NOTES : RUNNING BETWEEN STRUCTURAL ELEMENTS. �p .. 20" X 23" SHEET METAL RETURN DUCT 16" X 23" SHEET METAL SUPPLY DUCT 1 . INSTALLIN6 MECHANICAL CONTRACTOR TO INSTALL NYLON WEB RUNNIN6 BETWEEN STRUCTURAL ELEMENTS. RUNNING BETWEEN STRUCTURAL ELEMENTS. HAN6ERS TO SUPPORT FLEXIBLE DUCTWORK WHERE IT PASSES v THROU6H OR UNDER TRU55E5 AND JO15T5. NOTE, HONEYWELL ,REMOTE TEMPERATURE 23° X 20" SHEET METAL RETURN DUCT 20" X 23" SHEET METAL RETURN DUCT, " x 5E 5 MUST BE INSTALLED EXACTLY UP TO HVAC UNIT K-1 ( 10 TON) . RUINING BETWEEN STRUCTURAL ELEMENTS. 2.THE HVAG INSTALLER I5 RESPONSIBLE FOR WHERE SHOWN ON SHEET M1 . FAILURE PROVIDIN6 ALL SHEET METAL DUCTWORK AND PLENUMS AND TO DO 50 WILL RESULT IN TEMPERATURE 23" X 16" SHEETIMETAL SUPPLY DUCT 23" X 16" SHEET METAL SUPPLY DUCT INSULATION FOR SAME, t CONTROL PROBLEMS. UP TO HVAC UN I T I K-1 ( 10 TON) . UP TO HVAC, UN IT D-1 ( 10 TON) . 3.5HEET METAL DUCTWORK TO BE CONSTRUCTED AND SUPPORTED 16" X 23" SHEET METAL SUPPLY DUCT 23" X 20" SHEET METAL RETURN DUCT PER "SMACNA" STANDARDS, WITH 1 1/2" EXTERNAL INSULATION `.ts.. RUNNING BETWEEN STRUCTURAL ELEMENTS. UP TO HVAC UNIT D-1 ( 10 TON) . WITH VAPOR BARRIER. . ;. 12" 12" SHEET METAL PLENUM UP TO 16" X 23" SHEET METAL SUPPLY DUCT 4. REFER TO SHEET E3 FOR EXACT T-BAR CEILING DIMENSIONIN6. _ � TOIL T EXHAUST FAN. SEE DETAIL ON q-4 RUNNING BETWEEN STRUCTURAL ELEMENTS. IF THE T-BAR GEILIN6 15 NOT INSTALLED AS 5HOWN ON SHEET }- SHEE M2 FOR INSTALLATION OF BAGKDRAFT E3 IT WILL BE IMP0551BLE TO PROPERLY CONNECT FLEXIBLE Q DAMP R, - DUCT TO THE DIFFUSER OR 6RILLE SHEET METAL BOOTS. , - S.THE HVAG PACKAGE INCLUDES THE FOLLOWING= (FURNISHED �� BY MGDONALD'S) � . 12° A 2-AIR GONDITIONIN 6 UNITS W ITH 1$ GAUGE INSULATED +` STEEL CURBS B. 3-EXHAU5T FAN STEEL CURBS. ALL 12" H16H, 12" G. 2-HONEYWELL T7300C1001 THERM05TAT5: 2-HONEYWELL N q00 6 T704761000 REMOTE AVERAGING TEMPERATURE SENSORS . : 100 ( 1 PAIR) ; 1 -HONEYWELL T104101025 REMOTE TEMPERATURE $ G G SENSOR; 2-HONEYWELL 07300A101$ 5UB-BASES J zi D. 2-MARKEL CEILING HEATERS (OPTIONAL) E. INSULATED AIR CONDITIONING DUCTWORK (FLEXIBLE) w � H 0" 12 12" F. ALL ACCESSORIES AS NOTED, INCLUDING DRAWBANDS, 5TARTIN6 150 &" COLLARS, FITTINGS, BOOT5, NYLON WEB HANGERS, ETC. 6. DIFFUSERS d GRILLES AS SHOWN F A Inn H. 3-WOOD MOUNTIN6 BLOCKS FOR TEMPERATURE SENSORS. lsL W 500 14" I . LOW VOLTAGE CONTROL WIRE I-.- " J. 12 MONTH SUPPLY OF FILTER MEDIA FOR EACH HVAC UNIT �_ 4 & (ONE CHANGE PER UNIT PER MONTH FOR THE FIRST YEAR O HONEYWELL T104161000 REMOTE AVERA6IN6 OF OPERATION) k ' 14" 14" $" TEMPERATURE 5ENS R (WITH WOOD MOUNTING 6 BLOCK) FOR HVAC UNIT D-i , CONNECT TO B 100 B HONEYWELL T7300 THERMOSTAT IN MANAGER'S 6.ALL HVAG EQUIPMENT, FLEXIBLE DUCTWORK, CONTROLS, ETC. q00 ARE TO BE IN ACCORDANCE WITH MGDONALD'5 HVAC 5Y5TEM 14 14' 14° OFFICE. SEE SHEET M2 FOR MOUNTING DETAIL. SPEGIFIGATIONS; NO 5UB5T1TUTIONS ARE PERMITTED. 14" H 14" a D-1 -I,THE GENERAL CONTRACTOR TO PROVIDE THE FOLLOWING: -i5 525 B A. ROOF OPEN I N6 AS 1 ND I GATED 15 7 $" $" B. SET LEVEL AND SECURE A/C AND EXHAUST FAN STEEL CURBS. '. r q00 12 A-1 q00 B C. DOOR 6RI LLLE5. e q008, El D. FRAME N DIFFUSERS.1 I USERS. a� E. INSURE THAT T-BAR CEILING I5 INSTALLED EXACTLY AS c5 12" A-2 fI ATE SHOWN ON SHEET E3. t ' 400 12" 7B &.ELECTRICAL CONTRACTOR SHALL INSTALL ALL LOW VOLTAGE A-2 t4" WIRING, FURNISH a INSTALL ALL LINE VOLTAGE HIRIN6, 12" 120 14" 12" A-0 400TT]q f7 7 1 � 200 I NGLUD I N6 FINAL CONNECT 1 ONS, AND INSTALL ALL HONEYWELL THERMOSTATS d REMOTE TEMPERATURE SENSORS. o a�AK-1 A-2f q.ELEGTRIGAL CONTRACTOR TO COMPLETELY STUFF J-BOXES FOR �� REMOTE TEMPERATURE SENSORS WITH SCRAP PIECES OF FIBER- o GLASS 1 NSULAT I ON. ALL SEN�..,OR�.� MUST BE MOUNTED ON THE � �w w °�� 1 � 500 „ 6-D " A-2 A-2 A-2 2{ _4 { { _0{{ WOOD BASE WH 1 GH HAS BEEN PROVIDED IN THE HVAG PACKAGE. 10 " 100 I 0 450 450 450 RID GR I D ° ~� �n I 8 12 SEE SENSOR MOUNTING DETAILS ON SHEET M2. w 1 1 5TA ! " 1 O. 1 F F 1 RE 5TAT5 AND/OR SMOKE DETECTORS ARE REQU 1 RED, T 12 1 " 14 INSTALLATION HILL BE THE RESPONS I BL I TY OF THE :1 . .1 2" 1 2 t ELEGTR 1 GAL CONTRACTOR. �- 6-D ° p p G 1 1 .WHEN W I R I N6 FOR THERM05TAT5 AND REMOTE SENSORS 15 NOT IN . z w 300 $ i •- Q 525 A GONDU 1 T, THE W I R I N6 SHALL BE RUN TO THE UNDERSIDE � _ < e N " 'v N OF THE ROOF PECK. NONE OF THE W 1 R I N6 SHALL BE ROUTED O 56011 A-2 A-2 12A " OVER FLUORESCENT BALLASTS, POWER BOXES OR IN A CONDUIT 450 450 450 12 WITH LINE VOLTAGE W I R 1 N6 'A5 ELECTRICAL INTERFERENCE d HILL CAUSE ERRAT I G CONTROL OPERAT 1 ON, N -4J o GFI T A-2 O a o 500 12.PLUMB I N6 CONTRACTOR SHALL INSTALL CONDENSATE DRA i N P-TRAP ? o Q F z g ?: e (PROVIDED BY YORK) ON ALL HVAC UNITS AND PROVIDE AND , si TA � L � a , (OPT I ANAL) T 1 NS LL ALL 6A5 P I P I N6 (EXCEPT SHUT OFF AND F I TT 1 N65 S w ',,,,► I- PROV I DED W 1 TH HVAG UNITS) AND MAKE ALL FINAL CONNECTIONS. ; 1 GA5 PIP 1 N6 SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH p v THERM05TAl' (FURN I SHED WITH - I- BANDED MALABLE IRON F I TT I NG5. ..w HEATER) 5";�&" A.F.F. - 1V m Q Z v 13.DO NOT PRESSURE CHECK 6A5 L I NE5 WHEN HOOKED UP TO HVAC S GH UNITS. (EXCESSIVE PRESSURE WILL DAMA6E 6A5 VALVES) p o w(7� q 1/4 PIA. BLACK IRON e E-3 EXHAUST DUCT SERV I N6 (OPT I OVAL) w Q , &40 3-VAT FRYER. (FURNISHED }�_ a G AND INSTALLED BY K.E.S.) THE TAT (FURNISHED W1TH p o HEATER) 5' -&° A.F.F. o �c • (2) HONEYWELL T7300G 1001 THERM05TAT5 - - � � � a w � � ( • WITH 01300AI015 SUB-BASES. SEE SHEETS 11 1/2" DIA, BLACK IRON Al AND E4 FOR MOUNT I N6 AND W I R I N6 Y EXHAUST DUCT SERVING E-i U_�- " REQUIREMENT5. `' 6' 6RILL. (FURNISHED 1255 1 AND INSTALLED BY K. E,`5.) � w 1t, TITUS DIFFUSER AND 6RILLE SCHEDULE MARKEL HEATER 5ELEGTION 50HEDULE o HONEYWELL T-130001025 REMOTE TEMPERATURE NOTE= NO 5UBT 1 TUT I ON5 ARE PERMITTED NOTE: NO 5UB5T 1 TUT I ON5 ARE PERMITTED Q SENSOR (WITH WOOD MOUNTING BLOCK) FOR GE I L I tJ6 ' HVAC UNIT K-1 . CONNECT TO HONEYWELL T7300 OUTSIDE WINTER TEMPERATURE SYMBOL MODEL NO. BOOT NECK CEILIN6 OPENING QUANTITY I` „ THERMOSTAT IN MANAGER'5 OFFICE, REF• PER ASHRAE 6U I DE HEATER SIZE VOLTAGE AVA I LABLE TYPE REQUIRED .. 1 x ��i SEE SHEET M2 FOR MOUNT I N6 DETA 1 L5. p. 8" I w $ a f ' ' 25 DE6. F AND ABOVE 2 KW0 VOLT S E PHA A 1 . 1 O' T-BAR 23 1/2' X O DEG. F THROUGH 24 DEG. F 3 KW N E PHA E MG PAS " 2. 12 x23 1/2a 4 ' MECHANI CAL FLOOR PLAN i O DEG.F AND BELOW 4 KW 3. 14' X a .� ° L ` HEATERS MAY BE DELETED ABOVE 40 DE6. WINTER DESIGN TEMPERATURE ° 6 m ,w� # ' 1/4" 1 ' -0" ;' - NOTE: SEE ELECTRICAL SHEET E-3 FOR CIRCUIT BREAKERS, CONDUIT B lq"xiq" T-BAR w ° Ul 6 MG 50-A SEE SHEET MI 23 i/2' �i AND WIRE SIZES. _ FOR ROUND DUCT x 23 1/2" 6 � a N i � _ �j • ; NECK SIZES. ° .. � � Z i s 15"x15" Q ° z G SEE SHEET MI T-BAR #. i 1NST L SHEET METAL DUCT5; �' MG TOO 4WAY FOR NROUND ECK S ZEUCT 23 1/2" " 4� + 1 T/qpq� v�rr] x23 1/2 1 I1 T LLATI IT UNOBSTRUCTED 14"TDDA• }, MEGHAN I GAL SYMBOLS 1 s"x I5" ! { + (MAX MUM) STARTING DOLLARS D SEE SHEET Mi T-BAR MG TOG 3WAY 23 1/2 X 1 FOR LEXIBLE DUCTS. (TYPICAL) K-1 A/C UNIT NUMBER FOR ROUND DUCT ' " NECK SIZE5. x23 1/2 , EXHAUST FAN NUMBER 15"xI5" Z. ui E A1G TM 2WAY SEE SHEET M1 T-BAR 23 1/2' X soo DIFFUSER AND BOOT TYPE ® CORNER FOR ROUND DUCT x23 1/2" N , n INDICATES GFM QUANTITY NECK SIZES. 'e w a a JJ W Y V . C' -o -1 X T FAN NUMBER AlA BALANCE SCHEDULE E HAus U BER 15`l15" o A 1�0 INDICATES GFM QUANTITY - T/ KIT N SEE SHEET M1 T-BAR ° — s �. • .TO --}- F MG TDG 1 WAY FOR ROUND DUCT 23 1/2 X IV t y UNIT O.A. I R.A. S.A. E.A. PRESSURE PLENUM W/5TARTIN6 COLLAR WITH, VOLUME CONTROL 1 ® x23 /2 s DAMPER (SUPPLY AIR) NECK SIZES. Z 1 4" PIA. START I N6' 12" PIA. START I N6 K-1 1300 2�00 4000 +1300 I , LLAR W1TH DAMPER. COLLAR WITH DAMPER. O HONEYWELL TEMPERATURE SENSOR,; OR 6 MG 300 1O"xIO" -BAR 2 Q �_ '.; : D-1 1300 2'100 4000 +1300 MARKEL HEATER THERMOSTAT, 5' -&" A.F.F. SEE SHEET M1 -OR- ` t l r = " N " . ' s SMOKE DETECTOR MOUNTED IN RETURN A I R DUCT MG 271 L5 F NECK 5 ZE�SCT L 1 O x 1 O 3 --� O J 20 W 1 DE 134i, 23 H 16H 16 W I DE BY 23 H I 6H O OF HYAG UNIT 6-D W/FN6 DMPR ° RETURN AIR,DUCT WITH SUPPLY AIR DUCT WITH E-1 1255 -I255 " C� ° i , . EXTERNAL INSULATION. EXTERNAL INSULATION. �'J�fn PLENUM W/STARTING COLLAR WITH VOLUME CONTROL ' 10 x1O T-BAR \ o v i H W-1 350 SEE SHEET M 1 (RETURN AIR) ® (EXHAUST) FOR ROUND DUCT -OR- PAMPER 1 O"x 1 O' 3 Q� �. fi E-3 840 -840 BLACK IRON EXHAUST DUCT BY K.E.S. NECK SIZE5. BOARD DRYWALL w oc 1 � ® 0 1 15"x l5" � E-4 50O _300 SHEET METAL "T" FOR FLEX DUCTWORK J MG TM 2 E F SEE T M iT T-BAR 23 I/2' SHEET METAL DUCT INSTALLAT I ON ® NECK SIZES. o OPPOSITE OR DUG x23 1/2 X FLEXIBLE DUCT 5TARTIN6 COLLAR WITH VOLUME # ,. CONTROL DAMPER " 23 1/2' w MG TDG 3WAY 18' X 6 ~ K ® W/24 X 12 WITH 8 OVAL T-BAR " �., FLEXIBLE DUCT WITH INSULATION MODULE FACE DUCT NECK X12' �" 5TANDARD 'TEWP.' Le I X * } j' TOTAL 2000 5400 8000 23g5 + 05 owl NUMBER DENOTES INSIDE DIAMETER n s• : _ _ i t DI5GHAR6E FLEX DUCT GONNEGT I ON TO DIFFUSER , STAINED COLORED WOOD BLOCK (BY 5L I N6 _ 6R I LLES AND SHEETMETAL PLENUM GOLLARS 1p HVAG SUPPLIER) O 1' . PULL OUTER INSULATION JACKET BACK AND SLIDE INNER C:0C�] NOT SEE MG DONDALD S HVAG SYSTEM SPREADER BARS OUTLET 1 HOOD 1/2" DONDU I TT TCHE K-OUT START-UP AND AIR BALANCE MUST BE USED LINER OVER SHEETMETAL DOLLAR. 1/2" CONDU M FROM ' ABOVE To 2x4 "J° MAN AL" FOR COMPLETE INFORMATION ON TOOLS (NP• 2) BOX STUFFED WITH ECONOMIZER AND FORMS REQUIRED. OUTER INSULATED INSULATION FIBERGLASS HOOD SHEETMETAL t JACKET INSULATION (DEPLOYED BOOT COLLAR INSIDE A. EQUI ENT SET-UP BY HVAG JUNCTION BOX 1 . ILLS INSTALLER) JUNCTION BOX A. REAR CLOSURE PLATES MUST BE INSTALLED ON CLAMSHELL INNER DUCT LINER Z 6RILL5. THERMOSTAT B. FLUE BOX 6ASKETIN6 MUST BE IN PLACE ON 6A5 GRILLS. O (BY HVAG HONEYWELL REMOTE FLUE RESTRICTORS OPEN 1 " FOR 6A5 GRILLS. SUPPLY DIFFUSER OR = -� TEMPERATURE // � RETURN AIR GRILLE _ � �. �• . SUPPLIER) SENSOR (BY HVAG FOR ALL-ELECTRIC GRILLS, FLUE. BOX_OPENING BLANKED SUPPLIER) L ® A � � CA G. 6RILL5 HELD FIOFF, NOFLUE RMLY IUNDER HOOD BY T¢HREADED LOCKING / \ � • �� STUD WALL RODS \ 2. TAPE INNER-LINER TO SHEETMETAL COLLAR WITH SILVER W 51PE VIEW DUCT TAPE. DUGT TAPE SHOULD BE WRAPPED AROUND Q D. �6R1LL CANS IN PLACE AND PUSHED ALL THE WAY 1N. � t NOTE: E. FILTER 6REA5E CHANNEL AND COLLEGTIN6 CUP INSTALLED. SHEET METAL GOLLAR TWO FULL TURNS, y ii MOUNT WOOD BLOCK BEHIND T-7041G 1025 T-704-161000 F. I ALL 6REA5E FILTERS INSTALLED. AN VIEW REMOTE 5EN50R TO INSULATE OUTER INSULATED N IT FROM HALL, PACK S I N6LE SENSOR- AVERA6 I N6 SENSOR- 2• F� ER5 / ( , SHEETMETAL F I BER6LASS I NSULAT 1 ON USED WITH USED W I TH JACKET . WALL MQS,JNTIN6 INTO JUNCTION BOX. A. � SEALIN6 BAR PROPERLY INSTALLED CREATING AIR SEAL 1300T COLLAR ,1 KITCHEN TGHEN HVAG UNIT . D I N I N6 HVAG UNITS. # BETWEEN BACK OF FRYER AND HOOD APRON. MUST BE USED IN B. HANG 1 Nb FLUE BAFFLE IN PLACE AND SEAL I NG A6A I N5T 1 ONEYNELL REMOTE SENSOR BACKER BLOCK TOP E06E OF FRYER. 1 INNER DUCT L I NER LU PAIR51 C. GAPPING PIECE DOWN AND FLAT ACROSS TOP OF VATS ! HOLDIN6 VATS UNDER HOOD. I COMBU5TION AIR SUPPLY DIFFUSER OR DUCT TAPE • ' S T To SCALE SEE SHEET E-4 FOR W I R I N6 D I A6RAM. D P. i F I LTER GREASE CHANNEL AND COLLECT I N6 GUP INSTALLED. CONTROL INLET HOOD RETURN AIR GRILLE - � - E. ALL GREASE FILTERS INSTALLED. WIRING ENTRY ° W 6A5 ENTRY 3. EXHAUST FANS RETURN AIRH N YW LL T1300 THERMOSTAT GONFI6URATION A/c CURB � o A. •,VENTURI INLET OF FAN SEALINcS A6AINST 6A5KET PLENUM 3. PULL OUTER INSULATED JACKET OVER SHEETMETAL DOLLAR O ON ADAPTER PLATE. A K T AT P1M AIR AND PLACE A METAL DRAWBAND OVER THE OUTER INSULATED B. ; FAN ROTATION CORRECT. 6 S E LOCATION JACKET BELOW THE SHEETMETAL COLLAR BEAD. C. FAN TURNS FREELY, NO BINDING ON VENTURI . MUST BE FIELD POWER WIRING D. CHECK FOR LUBR 1 GAT I ON OF FAN SHAFT BEAR I N65. Ate-I ED ENTRY 1 SHEETMETAL OUTER INSULATED 1 rum aar L000 0000000 B. TAK N6 FILTER. FACE READ 1 N65. 2 , 1 O 12 2 TON UNIT BOOT COLLAR ' JACKET N f * - - 1 . AD I N65 CAN BE TAKEN WITH ALL ROOFTOP UN 1 TS RUNN I N6 HO 15T I N6 DETAIL F ®a F ALL OUTSIDE AIR DAMPERS ARE OPENED TO 1 3/8" MIN, r'!: ~� IF ROOFTOP UNITS ARE NOT RUNNING, NOT TO SCALE g DOOR, ROOF HATCH AND DRIVE-THRU WITHNDOWSTMUUSTSTO R _ INNER •DUGT LINER ] :I I 4EFT OPEN. PREPARATION AND HOISTIN6 PROCEDURES FOR ` 5ETTIN6 ROOFTOP PACKAGED UNITS SUPPLY DIFFUSER OR METAL DRAWBAND A" 2. F`tEAPINC95 MUST BE TAKEN WITH EITHER A 4' TAYLOR OR RETURN AIR GRILLE Cl O pAV1S ANEMOMETER. 1 . IN5TALL SUPPLY/RETURN PLENUMS BEFORE 5ETTIN6 \\\ SWITCH 1 : °ON" 3. THE FOLLOWING PROCEDURE5 MUST BE FOLLOWED WHEN TAKIN6 UNIT ON CURB. 5W I TCH 2: "ON HE READ 1 N65. 4. GUT EXCESS METAL DRAWBAND OFF AND WRAP METAL N r • \ (SETS THERMOSTAT 'TO TO CONTROL A. THE DIAL OF THE ANEMOMETER SHOULD REST L 16HTLY ON 2•DRIVE SCREW TOP OF BOTH SUPPLY AND RETURN PLENUMS DRAWBAND WITH S 1 LVER DUCT TAPE, o �' �- TO CURB. TH I 5 WILL PREVENT AIR LEAKS BETWEEN PLENUMS C �_ 1 ILL TRATED SETT 1 N65� c � Z TWO STA6ES OF HEAT I N6 AND I i TO I SURFACE OF THE FILTER, AND BE KEPT PARALLEL AND GE I L I N6 SPACE. z MH - '-' TWO STAGES OF COOLINb.)SWITCH 3: 'ON' oN B. 1 THE BODY OF THE ANEMOMETER SHOULD ONLY PASS OVER 3.MAKE SURE ALL BEARIN6SURFACES ON CURB ARE FULLY ( "BL GK" I ND I GATES (SETS THERMOSTAT FOR PROPER THE FACE OF THE FILTER, AND NOT OVER THE F I LTER SHEETMETAL OUTER INSULATED w 4 YV I MPEtt[OI!^@NX N OF M6A5KETED, A5 SHOWN I N HEAVY BLACK ON THE HOIST 1 NG " 1 HOUR, AM/PM TIME TEMPERTURE CONTROL L06IG.) FRAME. DETAILS. THIS WILL PREVENT AIR AND WATER LEAKS. BOOT DOLLAR - JACKET ' TIUR, A SUPPLY FAN 5WITGH 4: ON z , C. ! DO NOT LET YOUR 'HAND, OR ANYTHING ELSE, OB5TRUGT 4 K R N6 SHACKLES THR HOLE N L1FT1 UGS INNER DUCT LINER (SETS THERMOSTAT FOR PROPER THE AIRFLOW TO HE ANEMOMETER. HOO IGGI 5 AG OU6H S I N6 L ERAT I ON IN "OCGUP 1 ED" o cv OPERATION OF THE SUPPLY FAN.) D. START EACH F I LTER READ I N6 AT THE 5 I DE OF THE F I LTER OR BRACKETS AS SHOWN IN DETAILS. 1 v r K YBOARD CAN BE USED TO 5W I TGH 5: "OFF" FURTHEST FROM THE CENTER OF THE HOOD. AN6E TEMPERATURE SETTINGS 5.U5E SPREADER BARS AGRO55 THE TOP OF THE UNIT TO �- _ - (SETS THERMOSTAT TO USE REMOTE E. LET THE FAN BLADE GET UP TO FULL SPEED BEFORE � DUCT TAPE TIME PROGRAMS TEMPERATURE SENSOR. THIS MUST BE TURN I N6 THE ANEMOMETER NON" . PREVENT CRUSH 1 N6 THE UNIT FRAME AND PANELS. SUPPLY DIFFUSER OR WRAPPED OVER ; W SET AT TIME OF I N5TALLAT I ON 1 1 1 1 ! F. START YOUR STOP WATCH, OR YOUR CLOCK T I M 1 N6, AT THE RETURN AIR 6RILLE METAL DRAWBAND SAME MOMENT YOU TURN THE ANEMOMETER 'ONE , AND 6.REMOVE DUCT COVERS IN BOTTOM OF UNIT FOR DOWN 'UNIT ON CURB. THERMOSTAT GONE 16URAT I ON SW I TGHES SUBBASE GONF 16URAT I ON SW I TGHES IMMEDIATELY BE61 N YOUR TRAVERSE OF THE FILTER. xH / TURN DUCT CONNECT 1 ONS BEFORE SETT 1 N6 15000-01 2 6. M05T IMPORTANTLY, THE- ANEMOMETER MUST BE MOVED AT A VERY EVEN PAGE TO 61 VE EQUAL EXPOSURE TO ALL AREAS __ OF THE F 1 LTER. THIS 15 BEST ACCOMPL I SHED BY .AFTER UNIT HA5 BEEN SET, CHECK AL I 6NMENT OF UNIT T AND TAPE 1 NNER LINERS SHEET MTL SPL I GE ,: ` MON I TOR I N6 THE TIME AS THE ANEMOMETER MOVES OVER GASKET I N6 TO 1 NSURE A I RT I 6HT SEALS. TOGETHER W/DUGT TAPE CONNECTOR a 4 r Z THE FILTER. WE RECOMMEND AONE-HALF MINUTE TOTAL 1i ROLL BACK " B.HVAG INSTALLER TO DEPLOY ECONOMIZER RAIN HOOD AND READ I N6 ON EACH FILTER. ONCE YOU HAVE BE6UN THE INSULATION L TRAVERSE, YOU SHOULD BE AT THE EXACT CENTER OF THE INSTALL COMBUSTION AIR INLET AND VENT AIR OUTLET •-•5 ....� HOODS ON THE UNIT. INLET d OUTLET HOODS WILL BE N MG DO�IALD S K I TGHEN EXHAUST SYSTEM INFORMATION OF THE F I LTER IN 15 SECONDS, AND AT THE OPP05I TE SHIPPED IN THE BLONER COMPARTMENT ALONG WITH 6AS °v 1 5 I DE IN 30 SECONDS, WHERE YOU IMMEDIATELY SHUT THE P I P I N6 KIT. ECONOM I ZERER HOOD PLASTIC INNER DUCT L I NER PULL BACK F< IS SHIPPED 5EPARATELY IN A WOODEN GRATE. A CARDBOARD ma t� ANEMOMETER 'OFF" . (SEE FIGURE 1 .) OUTER LINER H. THIS READING SHOULD BE DOUBLED TO GET THE AND WRAP c ' MINUTE COVER WHICH PROTECTS THE CONDEN50R SHOULD ONLY BE KITH p .. PPL I ANGE 6 6R I LL 4 VAT FRYER 3 VAT FRYER 2 VA7� FRYER ONE I NU E READ I N6. REMOVED BY THE HVAG SUPPL 1 ER START UP TEHEN I C I AN. SEAM 1 Q p N 1 . TH 1.5 SAME METHOD 15 TO BE USED, FOR EACH F I LTER IN 51 LVER DUCT ` r Q r XHAU5T HOOD MODEL No . 6EH 1 7 4EH 15 4EH 1 5 4EH 14 THE' HOOD. TO 6ET THE AVERAGE FOR EACH HOOD, ADD q. ELEGTR I GAL d PLUMB I N6 CONTRACTORS ARE RESPONSIBLE FOR TAPE THE I ND I V I DUAL FPM NUMBERS FOR EACH FILTER IN THE PROV I D I N6 WATER-T 16HT SEAL AROUND ALL CONDUIT AND w ` • PLACE A METAL DRAWBAND ON SHEETMETAL >� ,� HOOD AND THEN DIVIDE BY THE TOTAL NUMBER OF FILTERS PIPING PENETRATIONS THROU6H BOTTOM OF HVAG UNITS. EACH SIDE OFSPLIGE AND TIbHTEN• CONNECTION U_ XHAUST HOOD LENGTH 7q 13/16" 65 3/ 16" 4q 7/ 16" 33 15/16" IN THE HOOD. J ADD OR SUBTRACT THE ANEMOMETER CORRECTION FACTOR TO FLEXIBLE DUCT 5PL I G I N6 DETAIL UMBER OF FILTERS Four Four Three Two THIS AVERAGE READING TO GET THE CORRECTED AVERAGE NOT TO SCALE Y o Z READING. MORTITE WHEATHERSTRIPPIN6 - - - ►_ $ Z , . 1 .0 K THE CORRECTED AVERAGE READING 15 THEN COMPARED TO � •} I ZE OF FILTERS (Ac t u a 1 ) q 1 /2" x 1 q 1 /2" q 1 /2" X 1 5 1 /2" q 1 /2" x 1 5 1 /2" q 1 /2" >C 1 5 1 /2" THE REQU I RED FPM EXHAUST VELOC I TY NUMBER SHOWN FOR _ TO BE INSTALLED ON NOTE: r THAT SPEC 1 F 1 G APPL I ANGE. (SEE "MIGDONALD'S K I TGHEN INSIDE d OUT51 DE ED6E OF I .ALL SHEETMETAL ° r { '` EXHAUST SYSTEM• INFORMATION" ON TH I 5 SHEET, OR START 1 N6 COLLAR FLANGE F I TT I N65 AND Z CL u� ; ET FILTER AREA ( Each) 127 . 5 Sq.. I n , a7 . 5 5q. I n , q7 . 5 Sod. In , q7 . 5 Sq,. I n . 'CERTIFICATION OF ALR BALANCE" FORM. GOLLAR5 MUST °z (NOTE= THE EXHAUST VELOCITY SHOULD NEVER BE SET STARTIN6 COLLAR BE COMPLETELY Q n w LOWER THAN THE VALUE SHOWN OR GREATER THAN 105% INSULATED. ° r. L . REG?' D. EXH . ( Min . ) Sbq GFM 101 GFM 556 GFM 3qq GFM OF THE VALUE 5HOWN.) DRAM BAN 2.5HEETMETAL TEE �<� 11^ (5) HOLES I N FLANGE FOR Ck INSTALLATION OF COLLAR _ MUST BE 1 ACTUAL EXHAUST 1255 GFM 1 145 GFM 840 GFM 585 GFM C.. A JUST 1 N6 FAN RPM'5 NYLON WEB SUPPORTED W I TH WITH S.M. SGREW5 TO N 1 RA R THE EXHAUST FAN RPM' T THE HAN6ER ( TYP. DUCT A NYLON WEB 15E OR LONE E EXH US S O ACHIEVE EVE E PLENUM (TYP) OF THREE) - TAPE A w . L . L I 5T I NG No . ( YYGW) MH 12755( N) MH 1 2755( N) MH 12755( N) MH 1 2-155( N) REQU I RED EXHAUST VELOG I TY VALUES SHOWN ON THE FLAN6E H N6ER AT EACH �, w CERTIFICATION OF AIR BALANCE FORM. NOTE: CONNECTION PT. X w U. _ 1 2. AFTER THE FINAL FAN EXHAUST FAN RPM SETT I N6 HAS BEEN I F COLLAR 15 TO BE a ° 1 ''• ' , A. B. O. L I 5T I N6 No . NER-320 NER-320 NER-320 NER-320 MADE: ( 1) CHECK AND ALIGN FAN AND MOTER SHAFTS, AND OVALED, REMOVE FLANGE SHEETMETAL TEE INSULATION DETAIL • °i (2) SET FAN PULLEY AND MOTOR PULLEY ON SAME A5 REQUIRED NOT TO SCALE 15000-03 m m HORIZONTAL PLANE. w I o , FILTER VELOCITY (6a5/Hot) 365 FPM 2qO FPM 325 FPM 335 FPM _ �- 3. RECORD DATE, FINAL FAN RPM AND MOTOR AMP DRAW ON .-. . FILTER VELOCITY ( Elect/Hot) 335 FPM 355 FPM 350 FPM 365 FPM I N5I DE OF EXHAUST FAN MOTOR DOME US I N6 INDELIBLE NOTE BLACK MARKER. RECORD SAME DATA ON CERTIFICATION FLEX DUCTS TO RUN BELOW Q a � . OF AIR BALANCE" FORM. BOTTOM OF JOIST r o ° i DUCT SIZE 11 1 /2" D i a . 10 112" D i o . q 1 /4" D i a : 7 3/4° D i o . 4• SECURE MOTOR DOME TO FAN•MAK I N6 SURE DOME SEALS OUT RESTROOM EXHAUST FAN WATER AND HOT/GREASY EXHAUST AIR FROM MOTOR FIELD OUT HOLE IN PLENUM I , DUCT MATERIAL Gar bon St ee I Car bon Steel Carbon 5t ee I Car bon Steel COMPARTMENT• AND INSTALL START I N6 COLLAR BACKDRAFT DAMPER 12" H 16H METAL CURB ! a 5. COMPLETE ADJUSTMENTS OF ALL HOOD EXHAUST FANS BEFORE WITH WEATHERSTRIPPIN6 TO BE 5GREWED TO BY HVAG SUPPLIER SETTIN6 OUTSIDE AIR QUANTITIES. AND (5) 5.M. SCREWS FLANGES IN PLENUM LEVELED d INSTALLED n DUCT 6AU6E # 16 M56 # 16 M56 # 16 M56 # 16 M56 \\ (PAMPER FURN I SHED BY BY 6.C. ' FAN MANUFACTURER.) DUCT VELOCITY i 1822 FPM IbbO FPM 2055 FPM 2024 FPM END' ( 30 SECONDS) W 1 t SHEET METAL PLENUM •Q ., i� d ` PENN EXHAUST FANS -- r IF START I N6 COLLAR O FLANGE I5 TOO WIDE FOR PLENUM, TRIM AS 'Q o ; EXH . FAN MODEL t40 . MGD-2000 MGD-2000 MGD-2000 MOD-2000 REQU I RED 12"x 12" TO LET % ' A EXHAUST PLENUM Z cv U . L . LISTING No .. ( YZHW) MH10654 MH10684 MH10654 MH10654 # . a� 10"DIA. FLEX DUCT Q ; 1 SHEET METAL PLENUM ___I 0 " �.r I u f C FOR COLLARS' I NSTALLED 6REENHEGK EXHAU T FANS 15 SE NDSI 5IDE-BY-51DE, TRIM 'L J FLAMES AS REQU I REEXH., FAN MODEL 1�0. CUBE 14056MD CUBE 14056MP CUBE 10056MD CUBE 10056MD L L 1O"DIA. FLEX DUCT PRAWBANP No R: ( YZHW) • MH 1 1 -745 MH 1 1745 MH 1 1745 MH 1 1745 START 1 N6 COLLAR O r START i . 1 ` EXHAUST t GT RE5TROOM EXHAUST FAN DETAIL ' STARTER COLLAR DETAIL `er 11 NOT TO SCALE 15 -05 T t 5000-06 ►- x F I6URE 1 I LTER TRAV� E NO TO SCALE 1 W DETAIL'S •" 1 {){) r i [• r t I r. SEE SITE PLAN FOR CONTINUATION LEGEND - (5ENERAL. NOTES FROM WATER MAIN 2" GOLD WATER UP TO GREASE INTERCEPTOR FEE SITE PLAN 1 . SEE PLUMBING RISER DIA6RAM ON P2 FOR. PIPE SIZES. SEE 5ITE PLAN FOR CONTINUATION WASTE PIPIN6 GATE VALVE SEE 6A5 PIPIN6 PLAN ON SHEET P3 FOR 6A5 PIPE 51ZE5. FOR CONTINUATION OMIT 6A5 PIPIN6 IF EQUIPMENT IS ALL ELECTRIC. • UNION - VENT PIPE 2. ALL WATER AND 6A5 ROU6H-IN5 TO BE TERMINATED WITH - WATER METER - GOLD WATER PIPIN6 SHUT OFF VALVES BEFORE CONNECTION TO EQUIPMENT +4 WATER SERVICE AND FIXTURES. I 5EE DETAIL THIS SHEET - - 100° HOT HATER PIPIN6 PLU66ED TEE FOR 3. ALL DIMENSIONS SHOWN ARE FROM FINISHED FLOORS. -- Plo MS PRE55URE TE5TING 140° HOT WATER PIPIN6 MAKE NECE55ARY DIMENSIONAL ALLOWANCES. � • UNION' ZO 4. PURGE ALL WATER AND 6A5 LINES BEFORE CONNECTION. SLEEVE IN OR BELOW SLAB STRAINER - - - --- - OVERHEAD L 5. ALL CONTINUOUS SLEEVES TO HAVE 30" LON6 SWEEP ELBOWS. 1NE5 SLEEVE SHOULD BE ATTACHED 5ECURLY TO ROOF STRUCTURE GATE VALVE BY P.G. SEE DETAIL 2 ON P2. Q PIPE OR SLEEVE THRU SLAB P I P 1 P2 m MS 2 GOLD WATER DOWN U1 GF GF ' P4 6. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL, • PI - ® FLOOR DRAIN STATE AND HEALTH CODES. is T Z 1„1 o GLEAN OUT 1, EXAMINE CONNECTION D I A6RAM5 BEFORE PROCEED I N6 � l 2 WITH ANY ROU6H-IN WORK. N - - - - - - - _� ® FLOOR SINK Tb' i RA P3 0 6A5 PIPE 5. EXTEND ALL CONDENSATE AND INDIRECT DRAINS ON I I KITCHEN EQUIPMENT T F A O FLOOR DRAINS IN BUILDING. Yq TER SERV I GE ENTRANCE DETA I L { I P2 q. ALL SLEEVES PENETRATIN6 HEATED TO NON-HEATED AREAS 41 1 /2" I 24 15450 " 04- � SHALL BE PROPERLY INSULATED AND SEALED TO PREVENT GF I HEAT LOSS AND 5EEPA6E. 1 RA 10. ALL WATER LINES ABOVE FLOOR ARE TO BE INSULA e N P1 P12 GOLD WATER LINES FOR CONDENSATION CONTROL. HOD Zul \ I - WATER LINES TO PREVENT HEAT LOSS. PROVIDE INSULATION Q MS RA RA ' Pt RINGS ON ALL RISERS TO PREVENT BONDING OF SLAB TO o m P1 P1 P2 P3 PIPE AND ALLOW MOVEMENT. i --_---- _ I1 . SEE RISER DIAGRAM ON SHEET P2 FOR VENT PIPIN6. SEE DETAIL OF i \. '' 50DA SYSTEM AREA P4 I r-� RA 12. VACUUM BREAKERS SHALL COMPLY WITH LOCAL CODES.' i P4 ON THIS SHEET. - RA RR RR RR ALL HO5E CONNEGTION5 AND OTHER POSSIBLE POINTS OF 5A �► 12 \ .I P2 P3 P 1 GROSS CONTAMINATION SHALL BE PROTECTED IN .p P2 COMPLIANCE W1TH LOCAL CODES. i 2�� - 1 " 4' -O" 12 ' -2" RA t 13. WHERE FLOOR SOIL CONDITIONS EX15T OR WHERE SUB- , 1 P5 \- .0 1 1 1 1 STANT I AL SETTLEMENT OF EITHER THE PIPIN6, THE BU I LD I N6J OR ADJACENT WALK5, PLANTERS, ETC. , MAY OCCUR, THE -____-- pj 5A SA RA RA I 1 i �j ' - ��1 1 CONTRACTOR SHALL PROVIDE ADEQUATE UNDER5LAB � P3 I P4 P 13 PS SA 12 1 1 1 2 1/2 1 �--------- P5 STAINLESS STEEL PIPE HAN6ER5 OR OTHER SUPPORT. IRA SPA P14 \ 1ro pq P3 RA 14. IT WILL BE THE RESPONSIBILITY OF THE PLUMBING �7� CONTRACTOR TO INSTALL GONDENSTATE TRAPS ON ALL HVAG UNITS.T5. ALL CONDENSATE TRAPS ARE FURNISHED SHED Zt-Zq N - - - - - -li �� WITH THE HVAC UNITS.P--)7 F 2 o J Q u N ' \ 1 Gl 11 JW !�1_. PS F- �-� - - - PI 2 1 O' -1 " 1 b" 3' 18 1 P2 1 IF 11 ]5. 80 PSI ERPLPUMB 1 N6GONTRAGTORALL TURN 15H ANDGEEDS ozz " I ' RA \ 1 1 1 P 1 -r � w INSTALL A PRESSURE REDUGIN6 VALVE SET TO 50 P5I AT R Pb FP 1 ' 1 1 p A THE I NCOM I N6 SERV I GE. �.� P3 \ FP FP 5A 1i ---� 1 1 m \ P2 P1 P5 11 = F i P 1 \ (OPTIONAL 16. DO NOT EXTEND OVERHEAD 6A5 PIPIN6 DOWN UNTIL KITCHEN �n - 1 � • EQUIPMENT 15 IN PLACE. OMIT 6A5 PIPIN6 IF GOOK I N6 \ PER GORE) ii EQUIPMENT 15 ALL ELECTRIC. } P t 1 L---------- ----__- r ' ~� - - 1�A 1 1'1, A MINIMUM N I MUM of 20 I S REQUIRED BETWEEN ANY TWO ITEMS �w - ----- p�- - PENETRAT I N6 THE ROOF PECK. _ \ 15. MOP SINK, FIAT MODEL M5B-2424 WITH SERVICE FAUCET MODEL �? ilLL r i- � • 1 fi�A 630-AA WITH VACUUM BREAKER. H05E AND H05E BRACKET. I 1 �PO . I o RA 1 q. BAGKFLOW PREVENTOR TO BE INSTALLED ONLY I F AND N - j �.. - = p�1 INSTALLED, THEN A THERMAL EXPANSION TANK MUST ALSO BE A5 REQUIRED BY LOCAL CODES. 1 F BAGKFLOW PREVENTION 15 � z a Cl i DT N m INSTALLED. SEE SHEET P2 � as z 121 -1011 i Pt _ 1 ' -O" 20. SCHEDULE 40 PVG SHALL BE USED FOR ALL DRA1 N, WASTE �S F_ AND VENT L I NE5 I F ALLOWED BY CODE. WHERE GORE DOES a ~ `GL' GII UNFINISHED NOT ALLOW PVC, USE TYPE DWV COPPER OR CAST IRON. `v GOW05ION RE5I5TANT IRON ALLOY 15 ALLOWED A5 AN � V�1A L OPERATOR EXTRA. m _�-6° 24' -6 1 /2" 13' -11 " 6' -1O" ' 4' -4 1 /2" 18" 4" �? ' op c Qo Hui 21 . DE516N 15 BASED ON NATIONAL 5TANDARD PLUMB I N6 CODE. [ o w F D D i M5 DT MODIFY A5 REQUIRED TO 5U I T LOCAL CODES. P t P2 22. INSTALL CLEANOUT5 AT FIXTURES AND OTHER LOCAT I ON5 6 ' � W� a . ' A5 REQUIRED BY LOCAL CODES. cc 23. INSTALL TRAP PRIME F Ok °O T- ° � G NOTE 1 PRIMERS ON FLOOR DRA I N5 AS REQUIRED RED o a ii BY LOCAL CODES. ALL D I MEN51 ON5 SOWN Y SODA SYSTEM DETAIL �� cn ARE TAKEN TO FACE OF $w� �- WALL STUD. � Z r NO 5GALE Z LUMB I NCB ROUGH - I N PLAN 212 uj 1/4" - 1 . -0" ` � >' I `W ROUGH- IN IDENTIFICATION - 1NORK OY CONTR ACTOR GTOR Y�IORK BY OTHERS '� o w OF - COOLER / FREEZER " M5 - M I 5G LLANEOU5 RA-Pb - DOMESTIC WATER HEATER. EXTEND WATER HEATER � a " " VT-P2 - 2 FLOOR DRAIN W 1 TR FUNNEL. THROUGH WALL TO MOP 51 NK. 1 A - 5INK AREAS OF-PI � 3 ,4 CONDENSATE DRAIN LINE WITH RETURN BEND AND SEE SHEET P2 R15ER DIAGRAM FOR DETAILS. att T AP BY REFRIGERATION CONTRACTOR. M5-P1 - 4 GLEANOU�I'. SA-PI - 3" WASTE a 2" VENT IN WALL FOR 3-COMPARTMENT 5INK WITH m ILIT o Q FP - FOOD PREP AREA Ms-P2 - 3/4" G.W. O H05E BIBB AT FRONT OF STORE. VERIFY RA-Pq - THERMAL EXPAN51 ON TANK. SEE SHEET P2 R15ER VERTICAL 'Y" CONNECTOR FOR WAREWASHER, GAP IF NOT USED. N ! GF-P2 ONIN6 FOR 3/4" CONDENSATE DRAIN LINE SEALED LOCATION I FIELD. INSTALL INSIDE SHUTOFF VALVE 1 1 w = DIAGRAM FOR DETAILS. - T 6HT BY 6.G. 5A-P2 INTERGONNEGTIN6 DRAINS ABOVE FLOOR PER LOCAL CODE. N `"IN AGGESSI E LOCATION. FP-PI - 1,,,"2" G.W. 0 1 ' -10" AFF. SEE NOTE 2. RA-P]O - 6-1/2" WIDE X 15N HI6H X 4' DEEP SERVICE FILL BOX FOR GF-P3 FRI6ERATIOAI LINES FURNISHED, INSTALLED AND - a a I LATED FULL LENGTH OF RUN BY`REFRI6ERATION FP-P2 - 31 FLOOR SINK WITH 2" VENT UP. SEE DETAIL 1/P2. MS-P3 - 3/4" G.W. TO F05E BIBB 1N TRASH CORRAL. VERIFY BULK COKE d BULK CO2 0 ] ' -1 ] " AFF TO CENTER OF BOX SA-P3 - 3/4" H. W, ( 140°F) 0 1 ' -6' AFF. PROVIDE TEE d H05E BIBB BY 6C TERMINATION FOR WAREWASHER, GAP TEE IF NOT USED. NTRACTOR. LOCATION IN FIELD. INSTALL INSIDE SHUTOFF VALVE SA-P4 - 3/4" G.W. O 10" AFF. FP-P3 FILTERED GOLD WATER LINE FROM SODA FACTORY DOWN IN ACCESSIBLE LOCATION. RA-P11 �( GLEAN IN PLACE PANEL o b' -O' AFF FOR BULK COKE. CONDUIT IN WALL FOR FILET STEAMER. LINE FURNISHED G I CENTER Y 5LAND AREA AND INSTALLED BY SODA SYSTEM INSTALLER. M5-P4 - 3/4" G.W. TO HOSE BIBB AT REAR OF STORE. VERIFY MAX TO FARTHEST BULK COKE TANK, 5A-P5 - 1/2" H.W. ( too°F) O 1 ' -10' AFF AND 1 -1/2m wASYE ® 1 ' -3' �/ G LOCATION N FIELD. INSTALL INSIDE SHUTOFF VALVE BY SODA SYSTEM SUPPLIER AFF WITH 1 -1/4" VENT UP (SECOND HAND SINK IF 6I -P1 - b DIA. SLEEVE ABOVE DROP CEILING. FOR F� -- FRY JTAT I ON AREA IN AGGC-�{� BLE LOCATION. RA-P12 - 1%2" G.W. WITH HOSE BIBB TERMINATION a 2' -b" AFF TO SQUIRED PER LOCAL CODES) . B RA6E �L•••-'INES FROM CHASE G1/P2 TO CHASE DT/P1 OPTIONAL C. I .P. PANEL. GAP IF NOT USED. SA-Pb - 3/4' H.W. ( 140°F) d 3/4" G.W. O 2' -8' AFF. 3 WASTE E NOTE 5 AND DETAIL 2/P2. F5-C1 - 5TAINLE55 STEEL CHASE BY K.E.S. CONTAINS= " 1 -1/2" GAS SUPPLY DOWN CHASE. SEE NOTE 16. RA - REA AREA RA-P13 * ICE MACHINE REFRIGERATION LINES DOWN CHASE FURNISHED, DOWN WITH 1 -1/2 VENT UP FOR MOP SINK. SEE NOTE #16. LLJ GI -P2 CHASE BY K.E.5. AT CENTER 15LAND CONTAINS: NOT REQUIRED FOR ELECTRIC COOKING EQUIPMENT. INSTALLED AND INSULATED FULL LENGTH BY REFRI6 CONTR. " SA-P7 - 3/4' GW TO H05E BIBB ON ROOF. INSTALL IN51DE SHUTOFF 5 P AND G02 LINES FOR 500A TOWERS RA-PI - 6 DIA. Sit.EEVE .ABOVE DROP CEILIN6. FOR 3 ' AIR LINE BY K.E.S. OVERHEAD FROM GOMPRE55OR BEVERAGE INES FROM BACK ROOM BEVERAGE TO CHASE Cl/P2. RA-P14 * TREATED GW LINES DOWN CHASE TO ICE MACHINE. VALVE IN ACCESSIBLE LOCATION. w µ _ . F TERED COLD WATER FOO COFFEE MAKER AND OJ DOWN CHASE TO OPTIONAL ARCH FRY DISPENSER SEE NOTE AND DETAIL 2/P2. EXTEND FROM FILTER ON 50DA FACTORY. < o M INE FROM 13AGKROOM DA SYSTEM. BY SODA SYSTEM SUPPLIER. (v A FS-Dl EXHAUST DUCT BY K.E.S. SEE SHEET M1 FOR DETAILS. RA-P2 - 1 G.W.o ' -b' AFF FOR SODA FACTORY, TERMINATE WITH Z F T SODA AND FILTERED LLD WATER LINES ABOVE 3/4' FEM PIPE THREAD. SEE NOTE 2. RR - RESTRooMG IL1N6 AND CONTINUE Tp DRIVE-THRU. 65 R TAT J Q T - G I DDL E 5 I ON AREA RA-P3 F I LTERED D WATER RUN OVERHEAD TO F I LET STEAMER. -1 Q N W 'ji.... RR-PI - 1 " G.W. SUPPLY, 2" SOIL DOhW WITH 1 -1/2- VENT UP G1 -P3 - " FLOOR DRAIN 1NITH FUNNEL. EXTEND F FILTER ON SODA FACTORY, BY SODA SYSTEM 65-G1 - STAINLESS STEEL CHASE BY K.E.S. CONTAINS: SUPPLIER. FOR URINAL. O ' C 1 -1/2' 6A5 SUPPLY DOWN CHASE. SEE NOTE 16. " CD o PT DRIVE-THRU AREA NOT REQUIRED FOR ELECTRIC COOKIN6 EQUIPMENT. RA-P4 TREATED D WATER RUN OVERHEAD TO ICE MACHINE. EXTEND RR-P2 - 1 -1/2 G.W. SUPPLY, 3 'SOIL DOW WITH 2 VENT UP \ � FOR WATER CLOSET. O 5 FROM F I L R ON SODA FACTORY. BY SODA SYSTEM SUPPLIER. Q 65-D1 EXHAUST DUCT BY K.E.S. SEE SHEET M1 FOR DETAILS. RR-P3 - 1/2 G.W. AND 1/2 H.W, ( 100 F) SUPPLY 1 -1/2 WASTE *DT-P 1 CHASE BY K.E.5. AT DRIVE-THRU GAB I NET GONTA I N5: RA-P5 - 2" FLOOR IN WITH FUNNEL. (3-LOGAT I ONS) " DOWN WITH 1 -1/4 VENT UP FOR HAND SINK. r' 5Y P AND CO2 LINES FOR�50DA TOWERS RA-Pb - 2' WASTE 4' -O" WITH 1 -1/2" VENT d 3/4' H.W,( 140°F) RR - 2' FLOOR DRAIN. '- FI TERED GOLD WATER 'FORCOFFEE MAKER d 3/4" CO. O 4' -O" . IN SPACE SAVER BOX BY GUY GRAY ' FRO CENTER ISLAND, � �� RA-P7 � OPT I OVAL AIR L'I NE OVERHEAD .FROM OPT I OVAL GOMPRESSOF2 4 . DOWN TO OPT. ARCH FRY DISPENSER. BY ARCH FRY w t 5YSTEM PPLIER. ' • ,�ELEG. d 6A5 UT I L. 4 4 !-, ", MWA Y f t, I M t 18 ER R I AG RAM NOTE5 ... �. RISER D VOMEST I C AATER R I SER 0 I A&RARM - HOSE BIBB ON ROOF ( )i WA t NOT TO 5GALE' v ' 11 OZ PIPE PENETRATION THRU BUILDING STRUCTURE. PROVIDE PIPE i 3/4' 11 SLEEVE AS REQUIRED. • O IF BACKFLOW PREVENTER 15 INSTALLED ON INCOMING WATER #$. RR —.42T —�•— 3/4 3/4 2 1 -1/2 i 1 1 3/4 SERVICE, INSTALL THERMAL EXPANSION TANK: AMTROL 5T-12 f 1 - - - - �_�• - - - - 1 - - --I�— - - -- - 1 . _ T - - - - "-� �� OR EQUAL. ' T r DHW( 1 OOF) } -1/2'1 1/2" F DH 140F) - - �' t - 1 'I /4"L3/4" 1/2- 1 RR 4 EXTEND DHW HEATER DRAINS THRU WALL TO NEAREST FLOOR DRAIN. Z 9--2" 3/4" 1 " „t/2" 3/4" 1 • O 3/4 1 3/4" I I S DHW HEATER PRESSURE/TEMPERATURE RELIEF VALVE. 1- r CL I 3 A WATER HEATER: TAT - F -1 LOW PROFILE COMMERCIAL7 • � 1 � 6 5 ER5 E 5B 30 50NE OF 3/4" WATER HEATER. RECOVERY RATE 140 6PH A 100"F W/F1R5T HOUR I -I q r2" IRECOVERY OF 161 6PH. STORAGE CAPACITY OF 30 GAL. HEIGHT wTO TOP OF FLUE/DIVERTER 47-1/2 . WEIGHT-530 LB5 jv 3/'4 TRIG WATER HEATERI SEE SPECIFICATIONS. i ELECTRIC " " w I I " 1 -1/2" d " 1 " -i N/A r : SEE DETAIL 3/4 4 1 -1/2 I 14 3/ 1/2 WARE 1/2 1/2 3/ 1 1 a- 1 WASHER 4 1 1 1/2 a� ^} /2 1 M ON SHEET P 1 I 1 �3/4 1 1 K I TGHE � I 1 - 4 5 I NK (OPTIONAL) WA 1 ' 1 • 12 I 8 12 RR.. 2 M- 12 r " ' — w w 5 � q ROOFVAND PROVIDENT TYPE UREQUSREDNROOFTFLAS�HIN6FT HOOD. EXTEND THRU 2: I H05E BIBB H05E BIBB W.G. C. I .P, 50PA b GREW - W G• FOOD GREW URINAL A RR SEE SHEET MEP1 FOR FLUE LOCATION ON ROOF. "� AT REAR IN TRASH HAND SINK SYSTEM - HAND SINK H05E BIBB wASHIN MOP SINK HAND SINK 3/4 PREP. HAND 5INK AT FRONT 10 TEMPERIN6 VALVE: WATT5 N110L OR LEONARD 11OAF. IN5TALL PER FROM WATER MAIN ` OF STORE CORRAL 14 MACH1 ( 4 }--av (OPT.) OF STORE MANUFACTURER'S INSTRUCT 1ONS. SET AT 100°F. ' SEE SITE PLAN �J 1 rn _ • r FOR CONTINUATION �t LOCATE HYDRANT SHUTOFF VALVE IN A CONVENIENT AND lLt ACCESSIBLE LOCATION. VERIFY WITH OWNER'S REPRESENTATIVE I- EXACT LOCATION. o p i ' ROOF ROOF ROOF 12 FREEZE PROOF HYDRANT. VERIFY EXACT LOCATION WITH OWNER'S HASTE AND VENT R I SER V I A&RAt�t � REPRESENTATIVE. 11J NOT TO SCALE 3" VTR 3" VTR 3" VTR 13 WA 4 1 1 1 t4 1/2" G.W. SUPPLY TO G. I .P. PANEL. GAP IF NOT USED. 15 3/4" DOW E DHW ( 140+F) FOR OPTIONAL WARE WASHER. VALVED AND GAPPED IF NOT USED. 2. 2- 2w 2.. 2r 2" 2r s 2" 2" 2■ 2w 2r 2r 2" �! .-� - - - .�- - -.� - - ..� --� ••� - --� - - --� i$ 7 . "�' "� I -1 "� �' T T 2• 16 HOSE BIBB ON ROOF. PROVIDE ROOF FLASH I N6. 1 -1/2' �}-1 -1/2" 1 -1/2' 1 -1/2' t-t 1/4" DRAIN FROM ROOF HYDRANT. EXTEND DRAIN TO MOP SINK. # ' 1 -1/2" 1 -1/2 1 „ 1 =1/2" 1 -1/2" 1 I f" � 2-4 f INSTALL DRAIN VALVE NEAR MOP SINK. VERIFY WITH OWNER'S �. r I " 11/2 REPRESENTATIVE EXACT LOCATION. lt i I 2 2 w � # - 1 I I I 1 1 -1/2 4 r 1 1 1 � 2w L2w I I I I I I # � 7 I �'T• 18 ROOF HOSE BIBB, VERIFY EXACT LOCATION ON 1 N THE FIELD. I + GREW GREW WASH I N6 < n� HAND + HAND HAND 1 HAND ( MACHINE I 1 SINK 1 1 SINK ( ( KITCHEN SINK I 1 SINK 10 1 I FLOOR 1 2" AT. D. 1 I 2" T.D. I 2" AT F. P. URINAL ( 2" AT P. 1 2" AT P. 1 SANK 1 2" AT.D. 1 I 2" AT. D. 1_u 4" G.O. 4" G.O. FREEZER/ WOMEN'S MEN'S I w SODA ICE FOOD CENTER SINPK " DRIVE w ~� + INDOOR INDOOR COOLER W G. W.G. TO I LET TO I LET 4 G.O. FACTORY MACHINE 3. PREP 1 -1/2" 1`�-AND 1 -1/2' 2' 4 G.O. THRU 4 G.0. • I FLOOR LINE �-"►' ¢ ,: 2 GREASE ~; SEE 51TEPLAN � 1NTERGEPTOR w r r" 3 3 4 3 � FOR ,GONT I NUAT I ON _ w r 1 w e ' r w • 4" 4 4 4 TO OUT 4 4 4 4 4 ►- L SEE SITE PLAN r 4"" 46 40 4• 4" 4" 4r 1 5E 4r 4' � Y NT R PT µ } FOR CONTINUATION (L FLOOR ;'SINK GRATE ' s NOTE 1 IQ }!1 4' 6" 1 ' -0" 6" LON6 SWEEP PVC ELBOW: 6.625" OUTSIDE VIA. , SEE STRUCT. DWGS. 6" IN51DE DIA. , 30" RADIL5. (ELECTRIC FOR SLAB THK. SUPPLY HOUSE 15 SOURCE) ,.. � 1 /2" QUARRY 6 TILE SLOPE I I " sj 1 /2 PER I I 6 PVC SLEEVE. SUPPORT FROM ROOF STRUCTURE. .10j e" P2 SLOPE SLOPE - o o v� - O © t zz COMPACTED SAND Q zi 3" PIPE 5ECT I ON A A ►- PLAN - - - - - - � � � FLOOR 5INK DETAIL �2 ELBON SECTION t , COLL P2 1 1 /2" = 1 - _0,' P2 3/4" - 1 ' -4° Z o Q i r LL �.' DETA I L5 , n Y • 1 • r�. -;r 6A5 REQU I RED KITCHEN NAME OF APPLIANCE BTUH DEMAND WATER HEATER 150,000 x t' FLAT 6RI LL q0,000 ' :r THREE FRY VATS 240,000 .f 44 +f F 6AS/ELEG. CLAM 60,000 4 r` TOTAL DEMAND (BTUH) 540,000 O STANDARD , r t ' HVAG NAME- TUH EACH TOTAL DEMAND 0 TYPE NO. YORK YORK a 2.5 TON 245, 000 - o wf N iU 10 TON 2 245,000 4gO,000 7.5 TON - 205,OW - .j 5 TON - 125, TOTAL DEMAND 4gO,000Lj j { TOTAL F TOTAL DEMAND Q " TYPE YORK TOTAL KITCHEN DEMAND 540,000 4 r.•�,. — — —-- TOTAL HVAG DEMAND 4q0,000 i I r TOTAL 6AS REQU I RED 1 ,030, Q Stir•' ; EXTREME Si r I I4 HVAG -+ r1 TYPE NO. NAME-BTUH EACH TOTAL DEMAND i I. YORK YORK ..",.Ii ;,,o.` I I I 2.5 TD 1 245,000 245,000 n 1 -1/2 I 1 -i/2 10 TON 1 245,000 245,000 2" 2•2' .5 TON 205,000 f I II I 5 TON - 125,000 - o.-v r a' II it uw Q� i' E 3/4" I I — I TOTAL DEMAND 4q0,000 �..,� ~ 1 -1/2° I "i H I I TOTAL f TOTAL DEMAND ►='" J 4'r• I I TYPE a t �•. ti i p p ( I YORK N LL -------- r TOTAL KITCHEN DEMAND 549,000 TOTAL HVAC DEMAND 4gO,000 lu ~z TOTAL 6AS REQUIRED RED 1 ,030,000 a ;, � o ? ~ _j a Jo i 1 Q ui i .. �._ ui _ �V U- ;. maz ~ .» GON5TRUGT ON NOTES : 6 N°6ul ckoz 1 - 1/2" 6A5 FOR �-VAT FRYER o§WCw ; (n z it O N/A v O 1 -1/2" 6AS FOR COMBINATION 6AS/ELECTRIC CLAM 6R1 LL a 0' AND FLAT GRI LL 0-j Q w(7y� DO 1 -1/2m 6A5 DOWN tL NUJ EO 5/4" 6A5 DOWN FbR WATER HEATER. QLu CD 1<1 f ' - r ' O 1 -1/2" 6AS UP TO HVAG UNIT ON 'ROOF. bO SLEEVE THRU WALE 12" ABOVE GE 1 L I N6. w t- • •• - O GAS METER, RE6jLATOR, ETG• GAS I P I NCB PLAN CO N/A ! 1/4" = 1 ' -�O° r &ENERAL NOTE 1 -1/2• 1 -1/2" — ri a K-1 i 1 . THIS SYSTEM 15 DES16NED FOR A MIN. 6A5 PRESSURE OF 7. NO 6AS PIPING SHALL PENETRATE ANY FIRE CHASE OR AG UNI AG UNIT O i b" WATER COLUMN AND A MAX. 6AS PRESSURE OF 10.5" HVAG PLENUM OR DUCT WORK. ON ON HATE COLUMN ON HE BUILDIN6 51DE OF THE METER. THE �/v " C� s PRESSURE DROP FROM THE METER TO ANY APPLIANCE 5. HATER HEATER FLUE VENT FURNISHED AND INSTALLED BY 245MBH 2 2 245MBH �G » ` SHOULD NOT ,EXCEED 0.3" HATER COLUMN. PLUMBIN6 CONTRACTOR. 0 bPb .� 2. 'THE PLUMBIN6 CONTRACTOR SHALL MEASURE AND VERIFY q. PLUMBIN6 CONTRACTOR SHALL INSTALL HVAG UNIT CONDENSATE 2 2 a�0� W z �_ THE FOLLOWING CORRECT 6AS PRE55URE AT EACH COOKING DRAIN AND FURNI5H d INSTALL ALL 6AS PIPIN6 INGLUDIN6 1 -1/2" 1 -1/2" v Q v► a APPLIANCE AND ;)WAC UNIT WHEN ALL APPLIANCES AND FINAL CONNECTIONS. 6AS PIPING SHALL BE SCHEDULE 40 C)Y) O N . ; HVAC UNITS ARE' FIRIN6. BLACK STEEL PIPE d MALLEABLE IRON FITTIN65. WOLF GRILL: 5." N. NATURAL, 10" N.C. FRYMASTER, 3 ,1/2 W.G. NATURAL, b 1/4' W.G. L-.P. 10. DO NOT PRESSURE CHECK 6AS LINES HHEN HOOKED UP TO Q k VULGAN HART FRYER: 3. -l' H.G. NATURAL, 10" W.G. L.P. COOKING EQUIPMENT OR HVAG UNITS. (EXCESSIVE PRESSURE 3/4° o HVAC UNIT, 5" W.G. NATURAL, 11 " H.C• L.P. WILL DAMA6E OAS VALVES PRE55URE REGULATORS AND IF A PRESSURELOWER THAN THESE MINIMUMS 15 MEASURED, MANUAL SHUTOFF VALVES.) FINAL LEAK TESTING FROM 4—FFFF(D IT 15 TO BE IMMEDIATLY REPORTED TO THE McDONALD'S SHUTOFF TO EQUIPMENT TO BE DONE UNDER NORMAL 2" �b bP 1 Q = PROJECT MANAGER. PRE55URE WITH SOAP/HATER SOLUTION AFTER 6AS PIPING ti y � �� NOTE ._.I t s DHW HEATERv I5 CONNECTED. 3-VAT FRYER 0 3. N/A s FLAT 6RIDDLE PLUMBER MUST PROVIDE r , 3 150 MBH AND 6A5/ELEG. CLAM 240 MBH P 1 P I N6 UP THROUGH 6AS t a 150 MBH ENTRY OF UNIT• 4. 6A5 HATER HEATER VENT MU5T BE 10' -Ow (MIN.) AWAY FROM 2. lO 6A5 GOOK CA ALL FRESH AIINTAKES. M PIPE PENETRATION THRU BUILD 1 N6 STRUCTURE. ln w `x �' O � Xt N 5. ALL 6AS LINE5FOR KITCHEN EQUIPMENT WILL TERMINATE 6A5 DEMAND QQ PROVIDE PIPE SLEEVE AS REQUIRED. ABOVE CEILING UNTIL AFTER THE ,-EQUIPMENT 15 INSTALLED THEN EXTENDS iDOHN FOR FINAL 6AS METER/REGULATOR CONNECTION. , i ¢, 1 030 MBH r t CONTRACTOR T PROVIDE DIRT LE65 1 N 6AS P 1 P I N6 AT 6A5 R I 5E R DIAGRAM 6AS P I P i N6 UP THRv THE ROOF, coORD 1 NATE YORK '&A5 P I P I NCB DE TA I L HVAC UNITS AN COOKING APPLIANCES. A - PIPE ROOF PENETRATION WITH AG w NOT TO SCALE NOT TO SCALELu UNIT LOCATION IN THE FIELD. PIPINb ASt; s t' �z ,# PLOT - - • ; :, I lip 9 a GENERAL NOTE5 : i LE6END 1, 1 . N/A a J a DISCONNECT SKITGH p• PULL BOX �- TQ 2. PROVIDE r STUB TIMER SWITCH EMPTY 3/4"0 UP TO ATTIC FOR TELEPHONE GABLE. IT � SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR QJ JUNCTION BOX (JB) CONDUIT TO CONTACT THE LOCAL TELEPHONE COMPANY REPRESENTATIVE AND INCORPORATE ALL REQUIREMENTS FOR A COMPLETE SYSTEM. DUPLEX RECEPTACLE 1I-- SHORT HASHMARK DENOTES "HOT" CONDUCTOR. s LONG HASHMARK DENOTES °NEUTRAL" CONDUCTOR. 3• POWER AND CONTROL CORDS FURNISHED WITH KITCHEN APPLIANCES. R ELECTRICAL CONTRACTOR TO CONNECT CORD SETS TO APPLIANCES e- SINGLE RECEPTACLE "X" DENOTES ISOLATED GROUND WIRE. AS REQUIRED. .RJNGTION BOX WITH (2) D.G.O. 'S CONDUIT HOMERUN 4• CONDUIT RUNS MAY BE COMBINED EXCEPT WHERE ISOLATED € s GROUNDS ARE USED. DERATE CONDUCTOR AMPACITIE5 AND ® FLOOR RECEPTACLE EC ELECTRICAL CONTRACTOR INCREASE CONDUIT AND WIRE SIZE AS REQUIRED BY NATIONAL r 3 ELECTRICAL CODE. TELEPHONE JACK KES KITCHEN EQUIPMENT SUPPLIER 1 5. CONDUIT TO HAVE A MAXIMUM OF 4 BEN95 TO PREVENT DAMAGE TO _ DCO DUPLEX CONVENIENCE OUTLET n , � E�3 N � RR � ® SPECIAL PURPOSE RECEPTACLE GABLE DURING PULLING. ELECTRICAL CONTRACTOR TO PIGTAIL Et HUBBELL 5362-I OR EQUAL #12 PULL WIRE AT EACH END FOR INSTALLER TO PULL GABLE. _ ' -b 1 /2 '. -O" `1 ® BUZZER BUTTON ]6 ISOLATED 6ROUND 6. ALL ELECTRICAL ROU6H-INS SHOWN ON THIS PLAN SHALL INCLUDE AN INSULATED COPPER EQUIPMENT 6ROUNDIN6 CONDUCTOR , 1 6 � © BUZZER CONTAINED WITHIN THE SAME CONDUIT A5 THE CIRCUIT � N J - 2 N � CONDUCTORS, SIZED PER NATIONAL ELECTRIC GODS TABLE 250-q5. { J Et INSULATED EQUIPMENT 6ROUNDIN6 CONDUCTOR SHALL BE PROPERLY TERMINATED ON ONE END AT THE EQUIPMENT 6ROUND BUSS IN J 1 THE CORRESPONDIN6 CIRCUIT BREAKER PANEL, , AND ON THE OTHER ti _ END AT THE 6ROUNDIN6 CONTACT OF A 6ROUNDIN6 RECEPTACLE OR w 1 TO AN EQUIPMENT CABINET, AS APPLICABLE. ISOLATED 6ROUND 3 SHALL BE INSTALLED WHERE INDICATED ON PLAN AND SHALL RUN FROM RECEPTACLE TO ISOLATED GROUND BUS, IN PANEL AP-2. :n E3 SEE DETAIL SHEET E4. RR -7. ROUGH-INS FOR OPTIONAL EQUIPMENT ARE SHOWN ON THIS SHEET. Et PMENT I5 TO BE INCLUDED ON EACH _ VERIFY WHICH OPTIONAL EQUI f , RA JOB AND INSTALL OPTIONAL ROU6H-INS ONLY AS REQUIRED. m 6. MINIMUM WIRE 51ZE SHALL BE #12 AW6 UNLESS OTHERWISE i • -- - r _" - - _ Et STATED. MINIMUM CONDUIT SIZE SHALL BE 1/20 UNLESS „ PA ` - J _ g • E3 2 - 110' -10 1 /2" 3' -b" 6 2' -1O" E3 OTHERWISE STATED. - -1 1 292 q. ELECTRICAL CONTRACTOR' MUST I N5TALL -DROP CORDS 50 THAT { TOP OF CONNECTOR IS 66" AFF: E2 m 10. COORDINATE WITH KITCHEN EQUIPMENT SUPPLIER, MEC PA a Et E4 ° - TRACTOR AND GENERAL CONTRACTOR FOR FINAL �IGAL E 1 SUB GON J E 1 °�. { ' s.' PA I EG51 I tv 22 AND ECT I ONPRLOGATRMEENNT5 BEFORE INSTALLATION OF GONDU I T t N _ PA 8 _ -1 G E1 PA mo 2-7 3 -7 4' -1 011 _q�� I GI & 1 1 \ - _ Ttp tg E4 • _ 11 . RACEWAYS SHALL BE ANY OF THE FOLLOWING MATERIALS, PA { L FP FP FP FP Fp i- fin _ I E3 I) VERIFY IN FIELD) INSTALLED IN ACCORDANCE W1TH ANY APPLIGABLEaGORES: E5 �- - - 4" 3' -1 1 " 4" Eab E4 E 7 E2 Eb E i PA 1 I Ci I I _ PA 2 1 . METALL I G RACEWAYS: EMT, I MC, HEAVY-WALL GONDU I T JpLM = E2 - E23 2. R161P NON-METALLIC CONDUIT 4 _ B FEPS E8 3 �g I I 24 -T I N 3. ELECTRICAL 1 GAL NON-METALL]G TUB 1 N6 0 OPT I ONL v RA J 2O E i I I I I I ^p 12, GE I L I N6 MOUNTED OVERHEAD ELECTRICAL PULLBOX (O.E.P.) J w 3RD BOOTH �C v E'1 cv B I I I I ( FURNISHED BY MGDONALD'S, INSTALLED BY E.G. CORD AND a i J ti _ , W PLUG SET FURNISHED BY KE5 INSTALLED BY EG. u h- B PA I I I PA =w �W r PA 1 EXTEND CONDUIT AND CONDUCTORS DOWN CHASE OR WALL TO1- y.. Wrr - ;._; . W � EtQ Et ib N I I I L d E2t Z 3. k m Ir I N � • y TERMINAL BLOCK MOUNTED ON EQUIPMENT AND MAKE FINAL -•w RA LP a 11 m PA CONNECT I ONS. N 9 ;l► Eb PANEL 1 I °{ FACE OF II I i w 14. ECLTOIMA E1NECESSARY DIMENSIONAL RALLOWANCES.WALL STUDS. N } 5' -0 1 /2" _ > < a N EXACT GREW I I Et - - - - i 5. ALL J-BOXES DCO 5, z -� PA R LAYOUT AND L J - - - N 1 NT�D DTTORBELREGE55EP MOUNTED NTO - a 25 ROOM - - - _ N ON TH 15 PLA ARE ] ENDE O ' ROUGH-I N5 TO PA O A WALL, FLOOR OR CEILIN6 UNLESS SPECIFICALLY NOTED PA BE VER]F I ED 3' - 1 Eta PT " PA yes E8 LOCALLY 01 E t r OTHERWISE. c 3 4 G TO REMOTE E3 pA i 6. HOLES I N FRONT COUNTER FOR P05 C.ORD5 AND GABLES TO BE o z F ,. CONTRACTOR. ECTOR LOOP. 26 J LOCATED BY OWNER AND DRILLED BY GENERAL t E NOTE #5, 5 TE PLAN AND E4 E sTti 4 (boll _ PA Is L i TE DETAILS. PA t 3 J a 12 �" 12' -O 1 /2° c.J 4' -1 3' -10" 5' -1 1 " 16" 2' -10" PA j- `+s "N r 4 2 5 J crr �� Q � E2 6� LU ~ a P 4 E5 E E2 G1 6,. PT u �w.» IOU) E i Pao q" 1q., 2,,, 4, _-1„ opw ; . TEGTOR LOOP 1 • ( -1/2" PVC CONDUIT) " E� E3 E PA NON E SITE DETAILS. 2 G TO ° � � a MENU BOARD. ELECTR I GAL ROUGH - I N PLAN PA PA ® � Q a � '... SEE NOTE #5, t O t SITE PLAN AND 5ITE DETAILS. 1/4" = 1 ' -0" a w D r . R UGH- I N IDENTIFICATION >- PA-E4 6X12X4 PULL BOX O 10"AFF. 2-1/2"C TO PA/E-7 ( IF USED) , PA-E23 - 164100 0 2' -6" AFF IN WALL FOR POS. 1/2"C-2#12+I 6 <�Q F - COOLER / FREEZER PT-E3 - NEMA 14-20R OR POO 0 1 ' -4" AFF FOR COFFEE MAKER - 6R I DDLE STATION 3/4"G TO REMOTE DETECTOR LOOP. 2-i/2"C ,TO PA/E8, 1/2"G TO AP-2: 23. ~o OR WARMER. 1/2"G-2 OR 3#12 TO AP-2: 16 OR ( 16, 18) TO PA/El AND 2-1/2 C FOR DETECTOR LOOP AT TH 15 WINDOW. " # -EI - JB o CEILING FOR LIGHT5 AND DOOR HEATERS INSIDE COOLER - 1 - STAINLESS STEEL CHASE CONTAINS: PA-E24 - 1/2 C-2 12+IG BETWEEN ALL 164�00 5 PA/E22 d PA/E23 AND FREEZER. 1/2'C-2#12 TO AP-2: 2. 1120/60/1 -20AI 1120 OR 120-206/60/1 -20AI 1/2"C-2#12 TO AP-1 : 1O FOR TIMERS AND MEAT FREEZER. PA-E5 - JB O 5' -O" AFF FOR ]NTERGOM SYSTEM. EXTEND INC ABOVE FLUSH MOUNTED IN COUNTER WALL AND OVER TO PA/E6. wt' 112016011 -20AI SEE NOTE 13': GEILIN6. (2-LOCATION5 OR 3 W/ 3RD BOOTH) " s;1 FP - FOOD PREP PA-E25 - STAND ALONE VEHICLE DETECTION BOXES O "i -q AFF. w u_ CI:-E2 - JB O CE1L1N6 FOR CONTROL WIRES FROM ROOF MOUNTED 3/4"C-3#10 TO AP-1 :(31,3q, 41) FOR 6A5/ELEC CLAM GRILL PA-Eb - (2) I64�00 DGO O 18 AFF. 1/2 C-2#12+16 TO AP-2: 24. FURNISHED AND INSTALLED BY AUDIO SYSTEM SUPPLIER. ' COMPRESSOR. 1 "G-VERIFY SIZE AND NUMBER OF WIRES WITH KE5. FP-E1 - DGO 0 .1 ' -O"AFF FOR FOOD PREP TABLE. 1/2°G-2#12 TO 1208/60/3-30AI I120/60/1 -20AI PA-E26 - (2) VOWS AT '1' -q" AFF. 1/2"C-2#12 TO AP-2: 12 °id `� MAKE FINAL CONNECTIONS INSIDE FREEZER AND COOLER. AP-1 :22. 1120/60/i -20AI { PA-E7 - ( IF USED) &X12X4 PULL BOX O 10"AFF. . 2- 1/2"G TO PA/E4 FOR VEHICLE DETECTION BOX OR WIRELESS AUDIO ' v AND 1/2 G TO PA/El . PA-E2'1 - 60 MINUTE TIMER SWITCH AND RELAY A b O AFF. EXT. 3/4 C o m 4 > G -E3 - EC TO FURNISH, INSTALL CONDUIT, WIRE FOR LIGHT FIXT. 11/2'C FOR EXHAUST FAN INTERLOCK. 1120/60/1 -20AI PA-E8 - 6X6X4 PULL BOX o l' -q" AFF FOR AUDIO BOX. 2-1/2' C. FROM JB IN WALL TO ABOVE CEILING. SEE DETAIL ON SHEET E4 w w o FP-E2 - 4-3/4 X 4-3/4 X .2- 1/8 JB O 1 ' -O" AFF FOR � ' - SEE DETAIL SHEET E4.6RILL PRINTER CONTROL GABLE AND OTHER DEVICES INSIDE FREEZER/COOLER. AN UN5WITCHED BISCUIT OVEN. 1/2"G-3#10 TO AP-2:(3� 3q 41) . RECEPTACLE FROM PA/E4 AND EXTEND 2-1/2"G ABOVE CEILING. PA-E28 - 4X4X4 J-BOX O 5' -4' AFF FOR GRILL PRINTER CONTROL _ 1 { FURNISHED AND INSTALLED BY POS SUPPLIER. .. i _ _ lul L16HT FIXTURE MUST BE PROVIDED IN BOTH FREEZER AND COOLER FURNISHED BY KE5, INSTALLED BY E.G. 1205/60/3-30AI 65- 1 - POWER OUTLET BOX MODEL OE-6 AT CEILING. SEE NOTES q, 12 PA-Eq - I64�10 0 5' -6" AFF FOR GRILL PRINTER. 1/2"C-2#12 GABLE. 2-1/2 G EXTENDED ABOVE CEILING. N , 5EGTIONS. VERIFY 'LOGATION5 IN FIELD. (3-LOCATION5) "C-b#12 TO AP-1 FOR: +I6 TO AP-2: 24. { 120/60/1 -20AI (2-LOCATIONS) PA-E2q - 2-1/2 G FROM FRONT COUNTER PA/E21 TO ABOVE CEILING. o { FP-E3 - 4-3/4'X4-3/4'X2-1/8' J-BOX 01 -0' AFF FOR OPT. HOTCAKE ( " PA-E30 - DCO O 5' -6" AFF FOR INTERCOM SYSTEM. 1/2"C-2#12 -CHICK CABINET 120/60/1 -20A YELLOW TO AP- I CENTER I`SLAND HOTPLATE. 1/2"G�-3#1 TO AP-2:(38 40,42) RECEPTACLE FURN1 SHED -5TA61 N6 GAB I NET 120/60/1 -20A YELLO1 TO AP-1 :36 PA-E 1 O - bXl 2X4 PULL BOX O 1 O AFF. 2-1/2 G TO PA/E 15 AND PA/E2 Oi i -i12"0 TO PA/E11 . TO AP-2:35. 1120/60/i -20AIk BY KE5, INSTALLED BY EC. 1208/60/3-3OA1 SEE NOTE "1. -BISCUIT HOLDING CABINET 1120-208/60/1 -20AI ORANGE 1 -E1 - NEMA LIO-30R A 1 ' -0" AFF FOR TRANSFER BIN. 1/2"C-3#10 TO AP-1 : (40, 42) PA-EII - 4X4X4 JB o 2' -b' AFF FOR PARK SERVE GABLE. _ " _ # 4" -4#1 T AP-1 FOR: " TO AP-1 :( 12, 14) { i 20-208/60/1 30AI P-E4 - NEMA 5-20R O 2 -b AFF FOR FILET STEAMER. 1/2 G 2 12 3/ G 2 O i -1/2 G TO PANE 1 O. RA - REAR AREA ' TO AP-1 :24. { i20/60/1 -20AI -(2) Q-1N6 OVENS 1208/60/1 -20AI BLUE TO AP-1 :(q, 11) A I-E2 - NEMA 14-20R 0 3' -4° AFF FOR COFFEE MAKER. ( 13, 15) PA-E12 - JB o 6' -2"AFF FOR DRIVE THRU WINDOW. 1/2"C-2#12 TO � • 1/2"6-3#12 TO AP-1 :(4,6) 1120-208/60/1 -20A, IA-E1 -( 2) DC05 AT 5' -4" AFF FOR TGP UNIT, AIR COMPRESSOR, P-ESA- JB o 2' -6" AFF. EXTEND INC" ABOVE CEILiN6 FOR LETTERS B.O.Y. INDICATE P05TION OF CORD BY COLOR. AP-2: 1 . 1120/60/1 -20AI (2-LOCATION5 OR 3 K/ 3RD BOOTH) AND GARBONATORS AdB. 1/2"G-3#12 TO AP-2: 13 15. 1 " PA-E13 - I64710 o 6' -0" AFF FOR VIDEO MONITOR. 1/2"C-2#12 ✓; I -E3 - DCO 0 1 ' -O" AFF FOR SODA TOWER 1/2 C-2#12 TO AP-2:4. ALTERED C.N. LINE TO FILET STEAMER. 0 - MANA6ER 5 OFF I CE +16 TO AP-2:24. 1 120/60/1 -20AI (2) 1 120/60/1 -20AI 1120/60/1 -20AI . } P-Eb - HUBBELL 2510-A 0 2' -0" AFF FOR MARINATOR. MO+1E1 - DCO o 2' -O° AFF FOR MODEM. 1/2"C-2#12 TO AP-2:8. _ # T TH RA-E2 - ,DGO AT 2' -O" AFF FOR OPTIONAL AIR COMPRESSOR. W N y - I -E4 - DCO o 1 ' -0" AFF FOR ORAN6E JUICE DISPENSER. 1/2"C-2#12 TO AP-1 :26. 1120/60/1 -20AI PA-E14 - DCO o 3 6 AFF. 1/2:G 2 12 TO LP:33. NO E 15 DGO cl r 1120/60/1 -20AI 1/2"G-2#12 TO AP-2:34. 1120/60/1 -20AI SEE NOTE '1, 1/2"6-2#12 TO AP-1 : 18. 1120/60/1 -20AI FP-E1 - HUBBELL 420R12W O 2' -6" AFF FOR UNIVERSAL TOASTER. MO4E2 - TELEPHONE HANDYBOX WITH RJ-110 JACK AT 2' -O" AFF. AND THE OUTSIDE MENU BOARD MUST BE POWERED BY THE SAME GKT. O " PA-E15 - 4X4X4 J-BOX O 6' -O° AFF FOR PARK/SERVE/ROTATE BUTTON. �`-E3 - DGO AT 6' -O" AFF FOR OPTIONAL GLEAN IN-PLACE PANEL. # AP-1 : i 120-208/60/1 -2 RECEPTACLE " 1/2 C-2#12 TO AP-2:21 . 1120/60/1 -20AI SEE NOTE 1. 1-E5 - DCO O 4' -O', FOR SALAD DISPLAY. 1/2 C-2# 12 TO 1/2 C 3 12 TO (2 , 23) 1 OI SEE NOTE 2. ' TO AP-2:25. { 120/60/1 -20AI FURNISHED BY KE5, INSTALLED BY EC. MO E3 - (2) DGO O 3' -6' AFF FOR L16HT AND ADDING MACHINE 2-1/2"G FROM PA/E10. EXTEND 2-1/2 G. ABOVE CEILING. FP-E8 - HUBBELL 330R&W O 2' -6" AFF FOR MUFFIN TOASTER. ]N OFFICE DESK AREA. 1/2'G-2#12 TO AP-2:8. 1120/60/1 -20AI ITCH AND FACEPLATE FURNISHED AND INSTALLED BY P05 A-E4 -• .� AT 4' -b" AFF FOR ICE MACHINE. ' 1/2"G-3#12 TO 0 111 ,• ' AP-2:(l,q, 1 1) . 1 20M5013-20A.I. 1/2 C-2#10 TO AP-1 :( 11, 1q) . 1208/60/1 -30AI RECEPTACLE MO E4 - TELEPHONE HANDYBOX WITH RJ-110 JACK 0 3' -4" AFF. SYSTEM INSTALLER. RA_� _ ,,� AT 4' -b" AFF. 1/2"C-2#12 TO ROOF Z �_ �k 5 OU5TOMER 5ERV I CE FURNISHED BY KE5, INSTALLED BY EC. PA-E i b - I 64"11 O ON BACK SIDE OF VALANCE FOR V 1 DEO MONITOR. •-' 1 1 " t1'u FS FRY STATION � SEE NOTE 2. " MOUNTED COMPRESSOR. 5-E1 - NEMA L14-3OR 0 1 O AFF FOR OPT. BREAKFAST BUFFET. - MOtE5 - (2) I6 4-700 OUTLETS O i ' -&" AFF FOR T. I . TERMINAL, 1/2 G-2#12+16 TO AP-2: 24. I120/60/1 -20AI Q # RA-Eb - MO AT 4' -O" AFF FOR WASHING MACHINE: 1/2"G-2#12 TO < y " 1/2"C-3#12 TO AP-�2:-( 1�, 1 q) . 1 120-20516011 -30AI SEE NOTE '1 F PRINTER, MON I TOR, VIDEO SWITCH, I SP AND PG P05. PA-Ell - 4X4X4 JB O 4' -O' AFF FOR TUMBLER PR06RAMM I N6 SWITCH. AP-2: 21 . � 1 120/60/1 -20AI J *•° S-E2 - DCO IN FLOOR OOR COFFEE REFILL CENTER. 1/2'0-2#12 F5-GI - STAINLESS STEEL CHASE CONTAINS: TO AP-1 :34. 1120/60/1 -20AI 120/60/1 -20A FOR EXHAUST FAN INTERLOCK. 1/2"G-2#12+I6 TO AP-2:6. { 120/60/1 -20AI 2°G TO DRIVE-THRU MENU BOARD. RA-El - JB O b' -0' AFF WITH 1/2" SEALTITE TO ENCLOSURE ON KATE �- ' t - SEE DETAIL SHEET E4. SEE NOTE 13. E6 DOOR BUZZER O 8' -3" AFF, CONNECT TO BUZZER PA-E18 4X4X4 JB 0 2' -0" AFF FOR P05 AND TIME RECORDER GABLE HEATER, FOR ELECTRIC 16NITION. 1/2".6-2#12 TO AP-1 :20 5-E3 - DCO o 1 ' -8" AFF. FOR COFFEE WARMER. 1/2"0-2#12 TO BUTTON AT REAR DOOR. CONNECT TRANSFORMER TO LP, 1. TO 15P. EXTEND 2-1/2"G ABOVE CEILING. { 120/60/1 -20AI AP-2:32. VERIFY, EXACT LOCATION IN FIELD. 1120/60/1 -20AI Q -- A P . O . 5 .. / AUDIO PA-E 1 q - 164'11 O O 4' -O° AFF FOR TIME RECORDER. 1/2"G-2#12+I 6 RR - RESTROOMS p a' r FS-E1 - JB 0 4' -O' AFF FOR FRY STATION. 1/2"G-2#12 TO TO AP-2: w T - DR I VE--T -IRU - q _ - 5• RR-E1 JB FOR HAND DRYERS WITH 1/2'G-2#12 TO i-' Ili O AP-i :8. 1120/60/1 20AI -E1 JB O 2' -2" AFF CENTERED ON WINDOW FOR PA-E20 - 4X4X4 J-BOX O 4'-O" AFF FOR GABLE FROM RECORDER TO AP-2:28 (WOMENS) AND 1/2"G-2#12 TO AP-2:30 (HENS) .'►= r ! a� § ' T-E1 4-3/4 X 4-3/4 X. 2-1/8 JB 0 1 ' -0" AFF FOR COMBINATION MICROPHONE (USED WITH OPTIONAL WIRELESS AUDIO SYSTEM) . " _ # _ FS-E2 - DGO O 2' -0" AFF FOR OPT ARCH FRY SYSTEM DISPENSER. 1/2' G TO PA/E4 (OR PA/E1-IF USED) . EXTEND 1/2"G FROM T. I . TERMINAL. 2-1/2°G FROM PANEIO. EXTEND 2-1/2rG VERIFY LOCATION IN FIELD. 1120/60/1 -20AI (2-LOCATIONS) r SHAKE/SUNDAE INE. 1 G 3 b TO AP 1 :(28,30,32) . , i/2"G-2#12 TO AP-2:33. 1120/60/1 -20AI SEE NOTE 7. THRU OUTSIDE WALL O 4' =8` AFF GAP STUB IF NOT USED. ABOVE CEILING. " •. RECEPTACLE FURN I ED BY KES AND 1 NSTALLED BY EC. _ SK - SGU L L ERY 5 I NK n -E2 - (2) ]64'100 MO O 1 O AFF FOR P05. ,, 1/2 C ,:2#12+16 PA E21 - 2-1/2 PVC CONDUIT TO PA/E2q ; .. 1 208/60/3-45A.I ;' F5-E3 - DGO O '7' -O° AFF FOR OVERHEAD FREEZER. 1/2"G-2#12 TO AP-2:24. 1 120/60/1,-20AI `( 1 -LOGAT ON OR 2 W/ 3RD BOOTH} 5K-E1 - .,� AT i ' -3' AFF FOR OPTIONAL WAREWASHER. , k �' _ � " 1 "G-3#6 TO AP-2:(20,22) . RECEPTACLE FURNISHED. BY KE5,. .: t _ ' j T 1 2"G-2#12 TO AP-1 :2. TO AP-i : 1 b. 1 120/60/1 -20AI _ " PA-E22 (2) ]64�00 . ]N WALL O :2 O AFF FOR P05. f. t, DT-E2 DGO O 1 O AFF FOR SODA OWER / -E3 DCO O 1 3 AFF FOR !`.O I N D I C►F'ENSER `AND I NTERGOM 5Y5 _ 1, _ } 1/2'G-2#12+]6 TO AP-2:23. 1120/60/1 20AI INSTALLED BY EC IF USED. # 120-208/60/l -SoAI SEE NOTE 7 6A�✓- .tJT1LI ; 1 120/60/1 =20A1 • f r 1/2 C-2#12 ;TO AP-2:3.:., 1 120/60/1 -20A (2 `LOGAT.t31�D�BOOTH) _ N RAL NOTES : �. GE E m TO GROUND BUS IN PANEL PP (OR IN SERVICE DISCONNECT IF MODULAR 5WITGH6EAR I5 USED) 1 . ALL BREAKERS SHALL BE THE BOLT-ON TYPE. SIZE PER NEC ARTICLE 250 2. PROVIDE THREE 3/4" EMPTY CONDUITS FROM PANELS LP, AP-1 d AP-2 UP TO RUN THIS ISOLATED 6ROUND CONDUCTOR THE ATTIC SPACE AND GAPPED FOR FUTURE • UNBROKEN AND UNSPLIGED TO GROUND BUS IN SERVICE DISCONNECT 3. ALL CONDUIT TO BE 1/2" UNLESS OTHERWIS NOTED. CONDUIT TO PANEL PP ( IF MODULAR 4. MAIN INCOMIN6 SERVICE CABINET AND SHITGH MUST BE BRACED FOR THE 5WITGH6EAR I5 NOT USED) HI6HE5T AVAILABLE SHORT CIRCUIT GURREN BUT NOT LE55 THAN NEMA E SYMMETRICAL RM5 OF 42,000 AMPS. TOTAL GENERAL SERVICE BUILDING POWER Zp #10 GROUNDING CONDUCTOR TABULATION 20bY1120V, 3 PHASE, 4 WIRE 6ROU D TERMINAL 5. BRANCH BREAKE OF 2P AND 3P GONFI6URA ION TO HAVE A COMMON TRIP. Y STRI BONDED TO ISOLATED 6ROUND TERMINAL STRIP CONNECTED KW DEMAND KW Q. PANELBOARD 6. BRANCH BREAKERS IN DISTRIBUTION PANELS LP, AP-1 , d AP-2 TO HAVE A ENGL05URE ELECTRICALLY I50LATED FROM NEMA SYMMETRICAL RMS RATING OF 10,004 kMPS. BREAKERS IN PP PANEL TO PANELBOARD ENCLOSURE HAVE A NEMA SYMMETRICAL RMS RATING OF 8,000 AMPS OR THE MAXIMUM L16HTIN6 22 22 V' 1 ll] � 1 AVAILABLE FAULT CURRENT AT THE MAIN 5E 16E DISCONNECT WHICHEVER 15 Ck RAGE 6ROUNDIN6 GREATER. ALSO, ALL CIRCUIT BREAKERS 1 PANELS LP, AP-1 , d AP-2 GONDU OR5. . BOND ISOLATED 6ROUNDIN6 CONDUCTORS. SHALL BE 5ERIE5 RATED WITH THE CIRCUIT BREAKERS 1N PANEL PP SO THAT KITCHEN 115 15 ` TO JU TION BOXES TERMINATE ON 6ROUNDIN6 SCREW ALL CIRCUIT BREAKERS IN ALL PANELS ARE PROTECTED A6AIN5T THE MAXIMUM APPLIANCES AT EAU RECEPTACLE TERMINAL ON RECEPTACLE AVAILABLE RAULT CURRENT AT THE MAIN 5E ICE DISCONNECT. N LOCATIONt r "1. ELECTRICAL CONTRACTOR SHALL ARRAN6E W1 H THE ELECTRIC, AND TELEPHONE H.V.A.G. 41 4cl ! UTILITY COMPANIES FOR INCOMIN6 5ERVIGE REQUIRMENT5 AND INCLUDE ALL EGVIPMENT C05T5 IN BASE BID. 8. ALL 61RGUIT BREAKERS USED TO SWITCH LI T FIXTURES SHALL BE APPROVED TOTAL KW = 184 146 PANEL AP-2 I 50LATED GROUND I NCB DETAIL FOR THE PURPOSE AND MARKED NSW". 146 X 2.-78 = 40(6 DEMAND AMPS rn NOT TO SCALE q. ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR THE PROPER IDENTIFICATION ARID LABELING OF ALL CIRCUIT BREAKERS. E PANEL WILL BE PROVIDED WITH A " IW- , TYPEWRITTEN CIRCUIT DIRECTORY. o p 1; 225 AMP 208Y/12OV, SEE NOTE ON SHEET 10. ALL PANELS W1LL BE PROVIDED WITH A KE LOCK AND LATCH. EACH , 3. PHA5E 4 WIRE NOTE: THE FOLLOWING CIRCUITS E3 FOR ROAD 516N PANEL SHALL HAVE TWO KEYS WITH ALL P L5 KEYED ALIKE. '9 SOLID UTRAL MAIN TO HAVE LOCK ON G 1 RCU I T M 50LI Y FLUSH MOUNTED BREAKER HANDLEr 31 d 42 CIRCUIT REQUIREMENT 11 . INGOMIN6 SERVICE SHALL BE 208Y/12OV, PHASE, 4 WIRE. ANY OTHER (•SEE NO 6) KIND OF SERVICE SHALL NOT BE PERMITTE UNLESS APPROVED IN WRITING 5N1 B DON Y MGALD'S CORPORATION. j KITCHEN 20A-IP 2 12. ALL ELECTRICAL MATERIAL USED ON THIS RROJECT MUST BE "UL" LI5TED t SPARE 3 -1 4 �— ROAD 516N AND LABELED. OFF1 REAR AREAS 5 - -1 b FASCIA 516N _ T T SHALL BE ONSIBLE FOR BALANGIN6 THE LOADS d., 1 NIGHT LIGHTS .7 -1 - 8 13. ELECTRICAL SUB GON RAG OR g � q -1 - 10 �— ROOF BEAMS ON ALL PANELS. ti DININ6 AREA • -� jl -1 -1 12 14. ELECTRICAL CONTRACTOR SHALL MARK GLEA Y d LEGIBLY ON THE DOORS. OF , t Y' RESTROOM5 t3 -1 -1 14 EXTERIOR WALL LI6HT5 PANELS PP, LP, AP-1 , AND AP-2, "GAUTI - SERIES RATED SYSTEM 1 ' 15 -1 -1 tb -------A. AVAILABLE. IDENTIFIED RE ACEMENT COMPONENT REQUIRED" . 1-1 -1 -1 < 18 `-'OFF 1 T L 16HT5 N�o No ovv� 1q A-1 - 20 , SPARES �— SPARES I J - r 21 -tP 2OA-IP 22a = f ' 23 -1P ] p 24 25 20A-1p 26 FLAG POLE --� 2-1 20A-2P 20A_1 28 LOT L I 6HT5 ROAD 5 6N BASE D.G.O. 2q 20A-1 2OA-1P 30 R T / ALARM 31 -1 -1 32 NOTE: USE 20A-2P BREAKERS 5ECU 1 L DR. +A • 1F LOT LIGHTS ARE 208 VOLT OUT MENU BOARD 33 -1 -1 34 4-VAT RYER INTERLOCK 35 -tP 20A-IP 36 ROOF RECEPTACLE CLAM ILL INTERLOCK 31 20A-1 P -1P 38 SPARE (OPT. L 16t IT I N6 CONTR. PNL) SPARE 3q -1 -1 40 SPARE UU SPARE 41 -1 F 42 EMER6ENCY/EX 1 T L l 6HT5 i' LP AN E L METER / CURRENT TRANSF••ORMER5 VERIFY LOCATION AND ALL i REQU I REMENT5 IN THE FIELD 4#1/0+6RD. -2"C ° z . � TABLE ON SHEET E3 ( � � ° a~?g� 225 A P5, 208Y/120V, NOTE: THE FOLLOWIN6 01RCUITS SEE _j ° r 3 PHA. E, 4#1/0 THHN 4 WIRE TO HAVE LOCK ON CIRCUIT RGU I T #1/0+6RD. -2'G +2 6RO5. -2 G z N a SOLID NEUTRAL MAIN BREAKER HANDLE: NONE LU65 NLY SURFACE MOUNTED (SEE TE 6) w u CA . 1 -1 2 SODA TOWER (DRIVE-THRU) i w � F- D/ CEILING HEATER 3 4 1 PANEL PANEL PANEL 20A-2P �— COFFEE MAKER , PANEL w Q 5 6 PP AP- 1 AP-2 LP wcr ��-j j t D/ GE I L I NG HEATER --� .7 . -1 8 FRY STATION HEAT LAMPS 6 a S, q - 1 O TIMERS/MEAT FREEZER ® o • � ; Q-I N6r O1/EN ---C 1 1 20A-2P t 2 ; 3OA-2P �— TRANSFER BIN 14 J b � 0-1 N6 OVEN --C, 15 2OA-2P -1 1 b • OVERHEAD FREEZER � u. T ASTER 11 30A-2P -1 18 O. J. DISPENSER ..� C �v MUFFINO —C 1q -1 20 WATER HEATER IGNITION 20Aw 1VER5AL TOASTER - 21 20A-2P -1 22 FOOD PREP TABLE 23 -1 24 F I LET STEAMER — — —� < w s, _t SEE NOTE # l ' 3 25 -1 26 MARINATOR SPARE 21 20A-1P 28 ! .6b A 120/2ObV, 3 m, 4W < -1 P 45A-3P 30 UNDERGROUND SERV I GE 2q 20A COMBO SHAKE/SUNDAE MACHINE i ENTRANCE FROM 31 - 32 1 TRANSFORMER. SEE a # N. �,,,,•PA� 33 20A- IP -1 34 COFFEE REFILL CENTER NOTE � BELO . 35 OA-t - 36 5TA61N6 CABINET 1 3� -t 38 CHICKEN HOLD I N6 CABINET Hid CLAM &RILL 3q 3OA-3P 40 1 1 20A-2P 42 �— BISCUIT HOLD IN6 CABINET . M1 � a 4 J m � w � CA. . AP,- 1 PANEL 225 MP5, 206Y/120V, NOTE: THE FOLLOWING CIRCUITS NOTE: THE LOADS POWERED BY 3 5E, 4 WIRE TO HAVE LOCK ON CIRCUIT CIRCUITS 5,6, 23,AND 24 MUST SOLI NEUTRAL MAIN ALL BE ON THE SAME PHASE 1F : BREAKER HANDLE: NONE , LU65 ONLY SURFACE MOUNTED 61RGUIT5 ARE REARRAN6ED i (SEE TE 6) SIN6LE LINE RISER V I A6RAM ` IVE-THRU WINDOW 1 -1 -1 2 WALK-IN FREEZER/COOLER NOT TO SCALE } COIN DISPENSER 3 -1 SODA TOWER 1 150A-3P 150A-3P 2 AP-1 x t TIME RECORDER 5 -1 -1 b T. I . TERMINAL, ISP, P05 LP PANEL W '1 -1 6 OFFICE RECEPTACLES _ ICE MACHINE q 20A-3P - 10 MENU BOARD UNIT K-1 3 '� 15OA-3P 4 AP-2 v N L_:r 11 - 12 DRIVE-THRu AUDIO NOTES • .� o OPT AIR COMP. d TOP 13 -1 -1 14 GREW ROOM g SPACE b lD Z , ARBONATOR5 A d B �---- 15 -1 - 16 �— OPT. COFFEE- WARMER/MAKER UNIT D-1 S'� 1 • CONNECT 6ROUNDIN6 ELECTRODE CONDUCTOR TO DRIVEN ROD 1N VICINITY 6. ALUMINUM CONDUCTORS MAY BE USED A5 SERVICE CONDUCTORS PROVIDED THEY Z 11 - 18 OF SERVICE DISCONNECT. ENTIRE 6ROUNDIN6 ELECTRODE SYSTEM ARE TERMINATED AS FOLLOWS: EXPOSED ALUMINUM CONDUCTOR 5TRAND5 MUST OPT. BREAKFAST BUFFET —� 30A-2P INCLUDIN6 SIZE OF CONDUCTOR SHALL COMPLY WITH NECARTICLE 250. iq 20 BE COATED WITH AN ANTI -OXIDANT IMMEDIATELY AFTER INSULATION 15 Q SOA-2P OPT. WAREWA5HER OPT. IP / NASH. MACH. __._ 21 - 22 � 2. THE CONTRACTOR SHALL OBTAIN AVAILABLE SHORT CIRCUIT CURRENT FROM STRIPPED AWAY. A COMPRESSION LU6 MUST BE PROPERLY INSTALLED ONTO _ THE LOCAL UTJLITY COMPANY. THE CONTRACTOR SHALL ADV15E MGDONALD'S THE EXP05ED ALUMINUM CONDUCTOR STRANDS, AND THAT COMPRESSION LU6 POS.----.- 23 -1 24 P� TION 1N WRITING THE AVAILABLE AMOUNT OF FAULT CURRENT. MUST THEN BE BOLTED TO THE TRANSFORMER TAPS AND 5WITGH6EAR BUS SALAD D I SPLAY---� 25 -1 26 SPARE (SEE TE #6) CORPORA � U5IN6 PROPERLY SIZED BOLTS, NUTS AND WASHERS. MERELY INSERTING i21 - 28 HAND DRYER MAIN LU65 YONLY, 3 PHASE 4 W I RE 3. N/A ALUM I NUM STRANDS UNDER A SCREW LU6 15 NOT ACCEPTABLE. \ ° v ;� * RE CONDEN51 N6 UN IT 2q 40A-3P _ 30 HAND DRYER SURFACE MOUNTED; Q �_ 31 32 GdFFEE WARMER Y "1. 2-5ET5 OF 4#350 MGM (CU) IN 3" CONDUIT MINIMUM TO UTILITY 0 ,p TO DETERMINE SIZES HVAG UNIT CIRCUIT BREAKERS, .4. CONTRACTOR SHALL VERIFY EXACT METHODS AND REQUIRMENTS FOR TRANSFORMER. CONTRACTOR TO COORDINATE WITH LOCAL UTILITY COMPANY x _ OPT, CH FRY SY5/DISP 33 - - 34 OPT. AIR FIRST DETERMINE SIZE OF EACH HVAG UNIT FROM SHEET MEP1 . ` �'- ELECTRICAL SERVICES WITH LOCAL UTILITY COMPANY. IF POSSIBLE, FOR EXACT LOCATION OF TRANSFORMER. PROVIDE TRANSFORMER CONCRETE ►= "'- ' INTERGOM-5Y5TEM ---=- . 35 - - 36 RESTROOM EXHAUST FAN CIRCUIT BREAKERS FOR EACH 51,ZE UNIT ARE A5 FOLLOWS: CURRENT TRANSFORMERS ARE TO BE INSTALLED OUTSIDE RESTAURANT. PAD IF TRANSFORMER I5 LOCATED ON 6RADE AND PRIMARY SERVICE AS PER _ 5- 38 5. SKITG*NSEAR///PANELBOARD SUPPLIER:(PURCHASED BY MGDONALD'S) LOCAL UTILITY REQUIRMENTS. r BISCUIT OVEN :} 3q 3OA-3P 3OA-3P 40 OPT. HOTCAKE HOTPLATE Y 5IORK E1IEN5 ENERGY AND AUTOMATION, INC. 41 42 12 1 /2 ON-IOOA-3P 2880 SUNRISE BLVD - SUITE 136 I, ;r 10 ON- 60A-3P RANCHO CORDOVA, GALIFORNIA g5"142 A 2 PANEL PP PANEL , 1 /2 ON- soA-3P qIb-631 -g433 M5. BETTIE LEES ' „ . PANELS-6�A5 S if r' KNOX BOX (MODEL 3200R) J-BOX ABOVE GEILIN6 FOR MENU BOARD AND P.O.P. DISPLAY. MOUNT 6' ABOVE 6RADE. 1/2"G-2#12 TO AP-2: 10. MENU BOARD AND P.O.P. DISPLAY FIRE ALARM COTE f (A5 REQUIRED) INSTALLED BY KES. PROVIDE A GLASS 'A' FIRE ALARM SYSTEM AS REQUIRED BY CODE. 5Y5TEM SHALL BE "6AMEWELL" + LP: 16 OR "FC1 " . PULL STATIONS SHALL BE DOUBLE ACTION, KEY RESF-TA13LE WITH STOMPER II COVER, + }` DETEX DOOR ALARM PROVIDE HORN 4. 5TRO13E (ADA) 5I6NAL5 A5 5HOWN. PROVIDE DUCT SMOKE. DETECTORS AT EACH ROOFTOP FLUSH MOUNTED r UNIT SUPPLY PLENUM, WITH REMOTE TEST, PROPERLY LABELED ON GEILIN6 AND UNIT SHUT DOWN FOR HVAG ;. 1 SYSTEMS - 2000 GFM OR LARGER• PROVIDE A ZONE FOR HOOD FIRE SUPRE55ION SYSTEM ACTIVATION, a1 , ' LP: 12 PROVIDE A FOUR ZONE FIRE CONTROL PANEL W1TH LE6END. ZONES ARE TO BE AS LISTED BELOW: 1 TO PHOTOCELL ON ROOF F Fb „ :• F5 F5 ZONE 1 : MANUAL STATIONS, SMOKE DETECTORS d HEAT DETECTORS SEE SHEET MEP1I ZONE 2: DUCT SMOKE DETECTORS ZONE 3: HOOD SUPRESSION SYSTEM # Y5N0 HORN ACP 4F I ZONE 4: RE5TROOM5 d HEAT DETECTORS H T + TO ADA HORN 1"i' m AGP F1 F1 FSTROBE 17 (AS REO' D)FI J1 J" BOX FOR FA5GIA 5I6N VERIFY LOGATION IN FIELD. SEE NOTE 1I .LP: 13 IL r Z O z_ r�LyA ROBE NO HORN I SEE NOTES 6, 15, 16 I7 , F 1 F1 F 1 LP:6 TYP I GAL (5) �. 1 I F1 w- .a I F 5 11 1 LP: 11 t1 1 1 I + LP: -7 LP:q t TO PHOTOCELL ON ROOF ,, LLEJ ® , SEE SHEET MEP 1 ± } T . F5 I F1 F 9 NL I F1 F1 F1 i ' o '1 8 TO FI P : , 1 LP:31 r FI FT 5 q q q o a r O I Z DETEX DOOR ALARM NL 0It I A .. FLUSH MOUNTED 4F 5 O 7 O 1 I I q SEE NOTE 2 TO H7 F1 LP: 1 I NUI F I O F 1 F F =5 x A VA F COI-22 ; • � RID 6RI F1 F1 I TART 5TA I q �- LP: 18 SEETO ATABLESFOR F I F I F I F 1 I P.O. Q LP: 5 O O1011 - �� CONDUIT 8 WIRE 5 I ZE g 1 1 1 I D I S AY - F- q q cv w Q-- , ' 0.1 5 I Fb (L LEGEND �'- zLz°° uj T O I 5D SMOKE DETECTOR J Q a H z a r T Fi I + _ W ElFIRE ALARM PULL STATION O W v is LP: 14 6� d F i F 1 RE ALARM HORN d STROBE (ADA) i I F AN5UL PULL STATION W O F=-WIQU >B- c' UA , ON W } RE F L ECTE P CE I L IN& PLAN ANSUL PULLS TO BE TO AP-1 : ( 1 , �) v �F� <� Z s LOCATED IN ACCORDANCE 5EE TABLE FOR "� SCALE: 1/4' = 1 ' -O" W\ REOU I REMENTS OF LOCAL CONDUIT d WIRE 5I ZE ~fx' $w z F 1 RE PREVENTION A6ENCY �a > ° i� i �a W t W � ENERAL NOTES : MARKEL CEILING HEATER ° f 10. L16HTING FIXTURES AND LAMPS HAVE BEEN CHOSEN TO 16. WHEN WIR1N6 FOR PR06RAMMABLE THERMOSTATS AND a d i i . ELEGTR 1 GAL CONTRACTOR SHALL FIELD vER I FY ALL ACH I EVE MAX 1 MUM ENERGY CONSERVATION WHILE MA 1 NTA 1 N I N6 REMOTE SENSORS 15 NOT 1141 A CONDO 1 T, THE W I R I N6 SHALL T L I �H T N G SG H E D L E m ° � � � ADEQUATE LEVEL OF ILLUMINATION. LAMP SPECIFICATIONS BE RUN TO THE UNDERSIDE"OF THE ROOF DECK, NONE OF ELEG R I GAL RECU I REMENTS I U w ° ' FIXTURE DIMENSIONS SHOWN ON THIS PLAN TO VERIFY THAT I SEE 'M' SHEETS FOR ACTUAL UNIT TO BE USED. Z _ J• THESE FIXTURES DO NOT OBSTRUCT OR CONFLICT WITH THE MUST BE STRICTLY FOLLOWED. . ANY DEVIATION FROM LAMP THE WIRING SHOULD BE ROWTED OVER FLUORESCENT 5PECIFICATION5 MUST BE APPROVED IN WRITING BY BALLASTS, POWER BOXES O� IN A CONDUIT WITH LINE CONDUIT CIRCUIT LAMP INSTALLATION ° cV WORK OF THE OTHER TRADES. IF A DISCREPANCY 15 HEATER VOLTA6E L16HT FIXTURE MaPONALD'5 CORPORATION. VOLTA6E WIRING AS ELEG ICAL INTERFERENCE (NO ISE) • AND WIRE BREAKER MARK TYPE DIFFUSER FOUND, THE EL&TRICAL CONTRACTOR SHALL IMMEDIATELY 4 SIZE AVAILABLE WATTA6E ORDER NO. GEILIN6 MOUNTING LOCATION SPECIFICATIONS NOTIFY THE GENERAL CONTRACTOR BEFORE THE WILL CAUSE ERRATIC CON OPERATION. SIZE SIZE INSTALLATION OF 5UGH FIXTURE(5) . 11 . PROVIDE A WEATHERPROOF JUNCTION BOX IN PARAPET FOR 205, 240 VOLT, 2 X 4 PRISMATIC KITCHEN ' FASCIA 516N. FINAL CONNECTION 6Y OTHERS. 1-1. THE USE OF 'BX' OR 'MC' GABLE WHERE PERMITTED BY 2 KW 1/2' , 2-#12 20A-2P SIN6LE PHASE F1 FLUORESCENT ACRYLIC, 4-32 F32T8/4100K LAY-IN RECESSED d DININ6 SEE NOTE #1 BELOW IF P0-P05 GASH REGISTER SYSTEM 15 INSTALLED, LOCAL CODES WILL BE AL D FOR ALL WIRING TO RELOCATE THESE FIXTURES TOWARD THE FRONT OF THE THE L16HT FIXTURES. EX' IS NOT ACCEPTABLE. 208, 240 VOLT, 1 X 4 PRISMATIC STORE TO AVOID 6LARE ON THE GASH RESISTER SCREENS. 3 KW 1/2', 2-#12 20A-2P SIN6LE PHASE P2 FLUORESCENT ACRYLIC 2-52 F32T8/41OOK �►�-L REC-55ED RE5TRO0M 5EE NOTE #1 BELOW INSTALL GABLE WHIP TO FIXTURE 50 THAT FIXTURE CAN BE 12. GEILIN6 TILE INSTALLER SHOULD LEAVE OUT GEILIN6 TILE IN RELOCATED FOUR FEET CLOSER TO FRONT OF STORE WITHOUT AREAS OF THE KITCHEN REFRI6ERATJON LINES AND 206, 240 VOLT, DISC(NNECTIN6 GABLE WHIP. 4 KW 1/2' 2-#10 30A-2P 1 EQUIPMENT PENETRAT IONS UNTIL THE L 1 NE5 HAVE BEEN ` , SIN6LE PHASE # ' INSTALLED. THE GE 1 L 1 N6 TILE INSTALLER 15 TO RETURN AND A Y E RA�7E INITIAL w 3. INSTALL ALL 50FFIT 'LI6HT FIXTURES (F6,F-0 2' -10' INSTALL THE TILES AFTER THE REFR16ERATION LINES HAVE AWAY FROM BUILDIN6 'WALL. LOCATE FIXTURES TO AVOID BEEN INSTALLED AND TESTED. FOOTGANflLE SCHEDULE ° 1. INTERFERENCE WITH STRUCTURAL MEMBERS ABOVE SOFFIT. i0O WALL TEMPERED WALL EXTERIOR GURITY LIGHTING - 5EE NOTE 2 BELOW U1 � 3 4. CONNECT ALL EXIT 5(6N5 AND EMERGENCY L16HT5 TO ONE 13. USE 2 X 4 METAL GRID AND 2 X 4 VINYLROCK GEILIN6 TILE F5 SCONCE 6LAS5TIDE u- MOUNTED WALL WB 2000-IOOMH WITH LAMP8 oo CIRCUIT BREAKER. INSTALL LOCK .ON CIRCUIT BREAKER' _ "7 r IN STORAGE AREA ONLY. # DINING AREA q0 FOOTGANDLES TEMPERED 1 MA50NITE RHAN6 HANDLE. ELECTRICAL; CONTRACTOR SHALL VERIFY ALL F& RECZ-95ED GLASS HALIDE PANELING REC-95ED SOFFIT SECURITY L16HTIN6 852-]OOMH-FTP � < O - REQUIREMENTS AND LOCATIONS WITH LOCAL AUTHORITIES 14• ELECTRICAL CONTRACTOR SHALL coORDINATE LOCATION of 5 I GNAGE Y�II R I NG KITCHEN 160 FOOTCANDLE5 100 INCLUDE ALL COSTS INTO BASE BID. TEMPERED MASONITE CANOPY 1. ALL EXTERIOR LI6HT5 (F5,FbdF-I) WITH McDONALD 5 PROJECT F••1 REC c p METAL c p SECURITY L16HTIN6 851-1OOMH-FTP Z 6LA`SS HALIDE. N/A MAIdA6ER TO AVOID INTERFERENCE WITH ANY CORBELS, MGDONALD'S FASCIA SIGN: PANELING SOFFIT ►-+ r � TRUSSES, BEAMS OR OTHER SPECIAL EXTERIOR TREATMENTS. ( 1) 20 AMP 120 VOLT GI IT TO LP:b STORAGE 50 FOOTGANDLES Q Q ff^ INSTALL LI6HT FIXTURES WITH CORRECT ORIENTATION PER r 6. REMOTE TEMPERATURE-- SENSORS: ELECTRICAL CONTRACTOR INSTRUCTIONS PAGKA6ED WITH THE FIXTURE. MGDONALD'S ROAD 516N: CU5TOMER SERVICE AREA 200 FOOTGANDLES NOTES : ►-+ Q MUST PROVIDE 1/2" CONDUIT FROM JUNCTION BOX ABOVE Q ( l) 30 AMP 120/208 1 CIRCUIT #8 WIRE FROM 1 . FLUORESCENT L16HT FIXTURE PERFORMANCE SPECIFICATION: 2. SPECIFY COLOR GEILIN6 DOWN TO 5EN90R MOUNTED AT 5 8 A.F.F. 15. ELECTRICAL CONTRACTOR TO COMPLETELY STUFF J-BOXES LP:(2,4) TO ALL 516N5 PT EXPANDED CABINET. FOR RESTROOM�� FOOTGANDLES ELECTRICAL CONTRACTOR MAY SELECT LIGHT FIXTURES p i + FOR REMOTE TEMPERATURE SENSORS WITH SGRAP' PIECES q0-200 EXPANDED CA51 , ( 1) 60 AMP 120/205 1 P,MASE � SITE L16HTIN6: SECURITY L16HTIN6 � MEET I N6 SITE FOLLOW 1 N6 REQL1 I RMENTS: A5B SER 1 ES (SEE 51 TE PLAN) O ~' '1. GEILIN6 TILES 1N AREAS WHERE KITCHEN EQUIPMENT OF FIBERGLASS INSULATION. ALL TEMPERATURE 5E>`15OR5 CIRCUIT #6 WIRE. ( 1 SE WIRE SIZE AND CONDUIT . PENETRATES THE GE I tr 1 NG SHOULD BE LEFT OUT UNTIL AFTER MUST BE MOUNTED ON THE WOOD BASE WH I GH HAS BEEN SIZE AS RECOMMENDED B 516N MANUFACTURER TO SATISFY E ME RG E NGY/EXIT . LIGHTING A A. SHEET METAL SHALL BE MINIMUM 22 6A6E STEEL. Q THE INSTALLATION OF THE KITCHEN EQUIPMENT. PR N TH HV P M F # DENOTES FIXTURE TYPE OVIDED 1 E AG AGKAGE. 5EE SHEET 2 OR NOTE 8) � WHITE ENAMEL PAINTED. � • EXIT L 16HT: S I LTRON MODEL APL-SP-1 R-W-1-S (WALL SENSOR MOUNTIN6 DETAIL. LOCATION OF WALL MOUNTED B. PLASTIC LENSES SHALL BE PRISMATIC ACRYLIC. 8. ELECTRICAL GONTRACTOR TO VERIFY THAT NOT MORE 1 PERq-N I5 SFICri^�1 ON SHEET M1 . !F MOUNT) OR APL-SP-1R-W-I-G (CE1LIN6 MOUNT) . FOR DENOTES NI6HT L16HT ( 1) 20 AMP 208 VOLT G RGUIT, ELECTRICAL CONTRACTOR GREEN LEGEND, GHA1`f6E 'R' IN MODEL NUMBER TO "6' . Al2 PATTERN, i + THAN 5% VOLTA6E DROP EXISTS FROM L16HTIN6 PANEL D150REPANCY EXISTS BETWEEN 5EN50R LOCATIONS, AS TO WIRE 2-#12 TO 208 OLT FLAG FLOODL16HT5. TO ANY EXTERIOR 0 6HT 1 NG FIXTURE OR 516NA6E LAMP. %4OW ON THIS SHEET AND M I , FOLLOW SHEET M I . EXIT L16HT: ASTRAL I TE MODEL XULSP I RWSVAA (UN I VERS G. LAY-I N FIXTURES SHALL HAVE H 1 N6ED, 6ASKETED NL,. DENOTES C I RCU I T NO. . MOUNT) . FOR GREEN LEGEND, 04AN6E "R' IN MODEL DROP DOWN DOOR FRAMES. 1 s' ( 1) 20 AMP 120 VOLT G RGUIT (LP:2q) TO D.G.O. IN NUMBER TO '6' . D.f BALLASTS SHALL BE: w q. N/A ROAD 516N BASE IF RE IRED. EMER6ENGY L16HT: LITHONIA MODEL ELM-2 WALL MOUNTS MA61dETEK: B432I120L/82321120� OR LLI w z OR ELR3N1212 CEILING MOUNTED. " A17VANCE:REL-4P32-RH-TP/REL-2P32-RH-TPi . L16t�TIN6 { EXHAUST FAN 5-WIRE , CORD GAP NEMA#L21 -20P V t Z :+ I M T O GABLE FROM DETECTOR BOX 5-WIRE FURNISHED AND INSTALLED H F CONTROL IL . BY AUDIO SYSTEM SUPPLIER x CORD W/ PLUG m I ABOVE GEILI Q N6 ' J-PDX IN ,WALL 1 TH 1/2" FURNISHED BY AUDIO SYSTEM SUPPLIER TO LPt35 OR 31 BLK O INSTALLED BY ELECTRICAL CONTRACTOR I I Z N ui CONDUIT STUB GEILIN6. LLl F- FURNISHED AND N5TALLED tDj BY ELECTRICALrRAOTOR N 1 I w Q o -- Lu of � wLn I iP 2P 3P N I I I p • _ I I - O 1NTERMATIC F060M S1N6LE-POLE RELAY PRE-WARNIN6 BELL SPRIN6-WOUND I MEGH,ANICAL TIMER • I I I I I i • � I I � f . NO • � GOM NG FACTORY mini AN5UL PRESSURE 5WITGH I N WIRED TO FACTORY WIRED TO TERMINAL I I i 1 CONTROL STRIP AS SHOWN I �\ I APPLIANCE KITCHEN EOUIPMENT OR 1NALL GOOKIN& APPLIANCE �g MOUNTED POWER OUTLET BOX pN WW 4� W ~ N - =v_ EXHAUST FAN ANP COOK IN& EOU I PMENT "�� T I MER SN I TCH P I ARAM I NTERLOCK A I R I N6 P I A6RAM NOT '1�0 SCALE � NOT TO 50ALE o TYP I GAL ORK HVA0 UN I T NOTES : J t J HVAC SYSTEM SUPPLIER WILL PROVIDE: 1 2 1 .5 TON 1 . HONEYWELL T13000 1 00 1 THERMOSTATS v Q 2. HONEYWELL 01300A1018 SUB-BASE5 SOU~-- R Al 6 1 Y2 W 1 W2 A2 B 3. HONEYWELL T104'161000 d T�104101025 QVE o ��N V REMOTE 5EN5OR5. p o' w w o Y ck 4. ALL LOW VOLTA6E GABLES I ND I GATED ON THIS SHEET. �- �' 0 . 5. WOOD BASE d qV ALKALINE BATTERY FOR EACH w THERM05TAT. ?6 W ! 6. ELECTRIC DISCONNECT 5WITGH ON ROOF E TOP UNITS, FACTORY MOUNTED AND WIRED. ®o Lou w r � �a o Ll NOTE: ELECTRICAL CONTRACTOR W I L L: v o z REMOVE JUMPER U-F-0 o g� J3 (A 1 -A2) 1 . INSTALL LOW VOLTAGE GABLES w� 2. SUPPLY AND INSTALL ALL CONDUIT � w I Q 1 3. A55EMBLE AND INSTALL T1300C I O01 o Q w ri GREY GABLE THERMOSTAT, 07300A1018 SUB BASE z w �. W/ q #1 8' S 4. MOUNT T-104�1 REMOTE 5ENSORS z►� FURNISHED BY ON,WOOD BASE AND I N5TALL. u a N HVAG SYSTEM 5. MAKE ALL FINAL CONNECT I ON5 .. °l SUPPLIER, kn INSTALLED o z BY E. G. woz 1 NOTE: N Q w — — — SOME THERM05TAT5 MUST HAVE AVERA61 N6 REMOTE 5EN5OR5 CONNECTED TO THEM 1N 5ERIE5 A5 SHOWS. SEE SHEET M1 FOR TH05E LOCATIONS WHERE } od m X 't w I I AVERA6IN6 REMOTE 5EN5OR5 ARE REQUIRED. m w o w � . w 2 CONDUGTOR z N �? GABLE JUNCTION _ o BOX JUNGTIO I 2 ABOVE GEILIN6 BOX I CONDUCTOR ABOVE _ J JUMPER RC-RH GABLE • q CONDUCTOR GEILIN6 GABLE AND 2 GABLES IN FIELD INSTALLED CONDUCTOR GABLE 3/4" CONDUIT BY E.G. TYPICAL IN 3/4" CONDUIT ALL THERMOSTATS JUMPER RG-RH Lu FIELD INSTALLED BY E.G. TYPICAL Q ALL THERMOSTATS 1f w S3 i o -- �1 0 6T T (� ►.. i k Q � � � � mom T _1 Q � T O O O O OFo O O 1010101 O T ci J v Al A2 6 X W1 rr2 Y1 Y2 RC RH T T REMOTE 5EN50R REMOTE SENSOR ` it T T-1300 THERMOSTAT T-104161000 T�104+161000 W o " � O O O O 101010101010101 Al A2 6 X 1 N2 Y 1 Y2 RC RH T T i T'1 THERMOSTAT 1� TH A " �0 I . YE RA6 I N& REMOTE REMOTE SENSORS N I R I N6 01 A6RAM 5EN50R ,q. W T" 50 THERMOSTAT , C NOT To SCALE T10410 1 025 DETAILS N INSTALLATION REQUIREMENTS AND REMARKS FOR SELECTED EQUIPMENT m 1) -5) FRONT COUNTER, UNDER COUNTER ASSEMBLY,CASH DRAWER SHELF- SEE ELEVATION TH15 SHEET. 1 4) KEY 5TAT10N5 d PRINTERS - MANUFACTURER TO SUPPLY (2) PR 1 NTERS ( 1) O PRE5ENTER5 BOOTH ( 1) O BIN. f 5) VALANCE SHELVIN6 - (6) UNIT5= #1 O VALANCE 12'L. 06' -8' AFF, #2 a #3 ( 1) O TOILET WALL 12' L. O 6' -O" AFF a ( 1) 5' L. ABOVE FOOD PREP, d VE6. SINK O 5' -0' AFF, #4 d #5 ( 1) ABOVE BULK 602 a DOORWAY 5' -O" L. O 7' -4" a -#5 (2) ABOVE TANKS 3' -O" L. EA. O b' -O" •AFF d #6 O BUN WALL z 11 1 /2" 16' -4 1 /2" 2" ( 2) 5' -0" L. EA. O b' -8" AFF. (o) MENU BOARD - ( 1) ROLL-O-MAT I C, ( 1) STAT I G W/O 6R I D AND ( 1) STAT 1 C W/6R I D MOUNTED ON VALANCE. AND ( 1) P.O. P. N MOUNTED ABOVE COUNTER BY KES. E.G. TO CONNECT L16HT BOXES. 7) BEVERAGE CHASE (6X10) - SODA FACTORY SUPPLIER TO MAKE ALL \ - I ITTR 1�, - CONNECTIONS. KES INSTALLER TO MAKE ALL NECESSARY FIELD W - ERV CE 4 -O"x x b 7 x. IY "o w �4 Ot 1 AJUSTMENTS FOR F I N 15H I N6 1 NSTALLAT I ON. 11 ' -6" " W FLOOR RACK OOW t _ _ _ o w ' .. t " = 2 - q) COFFEE MAKER- 1 AT CENTER 15LAND - PG TO CONNECT 01 -1 65 II FILTERED GOLD WATER LINE TO MAN I FOLD.66 p 12) ORAN6E JU I GE DISPENSER-PG TO CONNECT TO GOLD WATER LINE. N tV ® -� OW x` W xOW '13 2'-2" X \ LL o.. I O I 5 -4" I 13) COMBINATION SHAKE/SUNDAE MACHINE PLU65 INTO WALL MOUNTED PIN d SLEEVE RECEPTACLE. BY KE5. f O COOLER n O m~ Oi ~ ' to~ 4 TIER • `f �p FREEZE m`� 5 14) P.O.5. MON 1 TOR- 1 STANDARD AT DRIVE-THRU, 1 OPT 1 ONAL a 2' -2" X AT SANDWICH BIN. MONITOR SUPPORTS ARE ORDERED BY OWNER 1 164' - 1/ 5'-4' `� AND INSTALLED BY 6.C. SEE ARCHITECTURAL DETAILS. 1 CV 12'-(6 1/2' 1 I , . r V ( 4 TIER I0 1 CM [�I _ 17) TRANSFER BIN/BASE UNIT-EG TO MAKE FINAL CONNECTIONS.REMOTE + 1 In WHPRE5 R I I _' r H 2'-2" X 1 q) BEVERA6E CHASE ((oX1 O) - SODA FACTORY SUPPL 1 ER TO MAKE ALL W 2'-o•x4'-6• I I m 4 TIER CONNECTIONS. KES INSTALLER TO MAKE ALL NECESSARY FIELD Q FLOOR _ 1 ' -6"x - x O AJUSTMENTS FOR FINI5HIN6 INSTALLATION.. - 1 " 2' -6" t 2'-2" x 21) FRONT DRAW SODA TOWER-SODA FACTORY SUPPLIER TO MAKE N 4 [ b R 4 Tl ER 4 T1 ER �5 5' -4" ALL FINAL GONNEGT I ON5. KE5 INSTALLER TO COMPLETE INSTALL. - - - I 5 TIER I 22) 3 VAT STATION-SUPPLIED W/ OVERHEAD UTILITY CHASE. EC TO CONNECT POWER TO PRE-WIRED JB ON EQUIPMENT. �OEFm 23) 3 VAT FRYER- UNIT PLUGS INTO PRE-W 1 RED STAT I ON-TO BE 15 b 4ell .fl 3 TIER FUTURE I SUPPLIED BY KE5. KES WILL SUPPLY ALL POWER AND 1� II -7 - I INTERLOCK CORD SETS. 0 '76 tr 1 -a" x LE , 1PMENT EC, d PG TO MAKE ALL FINAL CONNECT10N5 PER LOCAL CODES. , I I I 5,-4" • I I �qA 5-1 _ 4 TIER a 27) 6R I DDLE STAT I ON-SUPPLIED W/ OVERHEAD UTILITY CHASE. A " .1 , -5„ 4" 4, _3„ �qB _ o _ EC TO CONNECT POWER TO PRE-WIRED JB ON EQU 1 PMENT, 5 .1 ' 2 N 45 50 it 5 I 12 I -7q5 i 2q) CLAMSHELL GRILL -PLUGS INTO PRE-WIRED STATION- 16 0 �- - - - - - _ 2 -7qA lV TO BE SUPPLIED BY KES. KE5 WILL SUPPLY ALL POWER AND L- '- BUNtsS b� 44 4 1 2 INTERLOCK CORDS SETS. ,. �----- - - u �� 40 46 N © r I i m 1 I EC d PG TO MAKE ALL FINAL CONNECTIONS PER LOCAL CODES. II ® 51MC 4-7 ,� ry cV o 30) FLAT GRILL-PLU65 INTO PRE-WIRED STATION-TO BE SUPPLIED BY ' -2 1 /2 ' 3' -3" 3' -6" 26" - BY KES. KES HILL SUPPLY ALL POWER AND INTERLOCK CORD SETS. v 4 v % 1 MOP SINK -� 6.G• 13 -2 t " q 3 I I EC a PG TO MAKE ALL F 1 NAL CONNECT 1 ON5 PER LOCAL CODES. s� N �V T H AR PAD BY 6.G. S 52 54 4 0 i I 1 N I 32) Q-I N6 OVEN- 2 STANDARD. UN 1 TS PLUG INTO O. E.P. PIN d Q _ S I G GE E FND. PLAN 5U5PENMP 4' -4" 3� 3 1 I 1 j b SLEEVE RECEPTACLES SUPPLIED BY KES. w W HEATER - � 53 ® ® I I �© L I-- 34) NU66ET HOLD 1 N6 GAB INET- UN 1 T PLUG 1 NTO O. E. P. P 1 N d o BY 6G I . 1 32 32 = - J 1 SLEEVE RECEPTACLES 5UPPL I ED BY KE5. w , _ „I I , - 55) BISCUIT HOLD1N6 CABINET- UNIT PLUG INTO O. E.P. PIN d - 2 6 3ql 1 / 5 O 1 2 2 -6 SLEEVE RECEPTACLES SUPPLIED BY KE5. I'FIFFIFFIF .. _.- 34 35 _ O ~.-F�9 ' - 10 112' m I ' 35) BUN 5TA61N6 CABINET- SAUCE GUN HOLDERS ARE TO BE } p ® ® t 3' -O" ' -O 1 /2" cn MOUNTED TO S 1 DE OF GAB 1 NET SUPPLIED l ED BY KE5. m _ _ _ 40) UNIVERSAL TOASTER- UNIT PLU65 INTO WALL MOUNTED PIN d e 4q 28 42 O 23 - - - - - - - - - SLEEVE RECEPTACLE BOX SUPPLIED BY KES. v - ,� 0000 45) B 15CU I T OVEN- UNIT PLU65 INTO WALL MOUNTED PIN d SLEEVE ►ten w Q /s = i 3 RECEPTACLE BOX BY KE5. ?z IL a 26 ° 0 0 0 0 0 46) BISCUIT SCU I T OVEN WITH HOTGAKE HOTPLATE - UNIT PLUGS INTO WALL E �i o Z a 16 55 27FO� 41 I 00000o d m MOUNTED WITH PIN d SLEEVE RECEPTACLE BOX BY KES. 48) FILET STEAMER- PG TO CONNECT FILTERED GOLD WATER, O a z° w 3 ° Ne r m 21 50) MAR I NATOR- UNIT PLU65 INTO TWIST-LOCK REGEPTAGLE Qa~?� 2 1 /2" 18" 6' -8" 2' -5" ' -1 " ' - 1 " 18" 4' - 1 1 /2" IL t4 SUPPLIED BY KE5. � J ` Q �Q c 4 10 K TGHEN 51) I 5P STAND PLUS - WITH CCU PG O 1 .5A. , .S N a =OLG MONITOR O 1 .5A. 5 1 /2") DMIOq REPORT PRINTER O .35A. , MODEM O . 25A. , VIDEO SWITCH O . 25A. AND UN I NTERRUPT 1 BLE POWER SUUPPLY O 2.25A. = b. 1 A. 16 1q EOU I PMENT T T P m6z2v 40 _8„ 54) TIME RECORDER- CONNECTED O 15 . S _ 56) WAREWA5HER-P0 a EC TO MAKE FINAL CONNECT I ON5 PER p° w 0 SCALE, 1/4" = 1 ' -0" LOCAL CODE. RECEPTACLE SUPPL I ED BY KE5. f- v =�W� Q 68) COMB 1 NAT I ON COOLER/FREEZER BOX- EC TO CONNECT ALL POWER �- 2 2' -(0' TO UNIT. PG TO C 74NECT CONDENSATE DRA 1 N L I NE5. 6 Q w G -70) G. EVAPORATOR FANS -POWERED BY REMOTE GONDEN51 N6 UNIT ®o..w o w ' NOTES: ( ITEM #bq) LOCATED ON ROOF POWER G 1 RCU I T NOT REW I RED. �.��4 W I drop ce i I t ng tv 7 • F. EVAPORATOR FANS -POWERED BY REMOTE GONDENS I N6 UNIT Z e ' II ' 1) EV ORA OR Y _ o v 4' -5 1 /2 18 _ {.�.�1.�1 1) ALL DIMENSIONS ARE TO F I N I SHED WALLS. 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E416g5 7 1 i TOP (q'-2 LONG) 5 I D15PE1LSER DETP_RMIME (DOUBLE WIDE) REMOTE f �►+• •• KES - 1ttTERGOM BY OWNER LEP- •22 32.5 1 OVERHEAD WALL 1:E5 W30-4 I20/1 10.0 �s � 55 1 ROOM LOGKL°R D�yTOR PLAN _-_ _-- --- _-_ bq t 11" MAC,-76 206-?30/5 24.5 L15T� G? 2 Y q4 SERIES Tl_-32 -__ --- --" ? ib ? SYSTEM (AIPHOPEI 3M 120/1 1• -_- - (19.EG) j-'/3 E Ed40SO 4 '4t FREEZER [SIN6LEJ 94 5ERlC5T2 LOT [BY OWNm GOIVEN51N6 UNIT TAYLOR r; GASH --- -__ 4'-O' CENTER KE5 I GLAMSM£u. BRILL •15 ' 23.6 A6,A 4 42 1 PRY B Dr7ra1 q4 SERIES TLPS-4 KES --_ --- __- ? 1 MrIJ2EWA51ER JACK M-24DF° 120-206/I 5b.0 P_Sg56 5 10 I EVAPORATOR DofN 1p21 lob-230/1 O,q SA1525 02 - 3 3 KES 1SHib -" 2 17 1 15LATD. q4 St!R11`5 G1-� --- -__ -_^ 2 OAS/ELBC.) /3 U614-2 TABLE (COOLER) AN1.4 I pro- IT TO DE 4.4 El16405 t 5'-0' TRANSFER KEEa TB-56-4 120-?Ob/1 1bA Egg016 2 815 /g 33.4 �,4050 4 3 1 VEOETABLL" � 44SKOS -_- --- -_- ? 3 GOFPARTMENT KES �_4 _-_ ___ --- ? 11 1 EVAPORATOR BOHN I�1 206-250/1 1S.'1 5A1S?S 02 4 SY5 REG. PR1 R BY OWNER IUD 120/1 T�� E2041O 2 1 8 BIN q4 5ER125 (ELEG) SINK q4 SERIES 51 I SING q4 SERIES (FREEZER) -HTR. I11 OV GASH DRNER y� , I FLAT GRILL TAYLOR f I BACK ROOM '1� E-REDLINE CARB•• 120/1 NOTE E52ISS 1b N `b HALL V 12' WIDE CUP DISP ICES •14 f?O/1 5.O b14-1J1 �16ERATlD - PT41 120/1 5.5 Sr126S1 / NO IIT" 72 1 5 LOTS Itab IM'ERhETRO 4.5,a '6. '-- -_- ___ ? 1q 1 f.AA1NET W CHASE 44 SERIES By-i?-4 --- --- _-- ? (bAs) 4 44 1 pip TABLE AIR 4CO6 7 58 SYSTEM • 75 .�\ . MGD2000 PLORIPA --- _-- _ 1 SM+ARTWALL 1NTEIRrETRO f y4bPOCl _-- --- --- --- 3 2 BULK COKE GRYO6ENIGS HIVE- = H b 1 MEIU SER 1 ES 120/1 C1.6 461 1-2 --- 20 1 REP 1 bt'_RATM BASE �-P I ELD 406 120/1 S. L I STEP •7 31 I STATION ON q4 SER I P_S bTL4b -- 2 45 B 1 SGU I T OVEN � WELLS t 44?Op-3 2Ob/3 ?1.b �f0 4 5q 1 SYSTEM 2)3bw I bH �-� -_- ,Q -PLAST I G5 MENU/POP` --- --- i b BISCUIT OVEN WITH 2O6/3 ?t.b -- 1S 4 1 BULK CO2 MVE- '5 d 12' KE5 PRONT-DRAW -REDL I PE M1G2000 /1 1 q.? 40456 Nl TH 1 NOT HO'TPLAT'E WAS BCC-1 E6010 60 1 TOOL SHARPENER CASTLE Z ' 1 ' •UNIT W/ q4 SERIE'S OV12-4 --- --- --- 2 2 1 2 SODA TOMER COLDPLATE 2406 120/1 ?. IISIbS 1b 32 2 Q-1W6 oV�+ AMAN, MPP EACH SEAL 206/3 �, 4 164 --- --- - GRY06ENIG5 1606 , Z Y 19 DRIVE- PAGE q4 SERIES - 3-VAT PRY KES 120/1 20/1 15 , �I�1" 2 33 NO ITEM 1 1 mmrIN TOASTER Aug �T 120/1 24.0 E4g4O'F 4 61 I SILL TOOL K� g5H10 --- --- - - 75 1 GLEAN-IN-PLAGE Mom- � I 6 2 TO-FACE STAND INTE1aETRO, DT30-4 --- --- -- 2 BAf+bIN6 STATION P98V-4 2 UP. N 120/1 0.1 WA 16 Q I 2;2 1 q4 SERIES 1?-APS SHARPENER 9FlL.P PANEL CRYO6ENIGS TA. K T ___I Q 111 HOOO4 M,BGH. CHASE SEE I TEM23 _j J ; 5q.o NV6GET M10L.D1 NG MIENNY E4g4O7 672 t TRASH L 1 N R --- -- 2 7 1 A 1 R DO OR RAMGENTER THOMAS 120/1 4.0 L I STEP G2 LR 163' (ELEC,) B1M•6142 206/3 E4457t 4 34 1 W,-q34 1 /1 1 IF STEAMER AMTf11ME5 FD6-q0 120/1 14.2 b KES gSHI l _-- - I q t BLOOMPIE_D 011ie 120-200/1 16.2 52b6b �,{ RG5D VAT CABINET PENNY 112b DISPENSER SHELP i 6.S E304g5 4 '� �y•� 23 1 5 VAT PRYER G PRYMASTER ODI 22 120/I 7.0 AWL- 4 I BISCUIT HOLDING DABC t (2 TIER IN'TER1lTM 6.1L22 - _-_ Wf514ER SERVICE �_ g71gS8 ___ -_- d " 1 10 1 BLOOM'I�D b 70b 12p/1 2.O EsgN 3 165 (6r� RC 5P 1 35 GAB I NET HELLS 1 PSP 1 200/1 4.b S5 y 4 APPL I AWE STAND --- 2 63 1 (BY OWNPJ� SPEED Qu1 71 eA2o?o 120/1 Z.O E I o065 12 11 I F 1 LL BOX GRYOOEN1 G9 -"- n J f _ _q --- L-1 F- E2gI34 UNIVERSAL t 1GE MACHINE e�TS N MGM-146? SA1647 W •- O f I ICED BLOOM'I�D "00 --- --- --- 163/ 24 1 PORTAd_E KE5 4TL24 STAG1N& GARTER- 1 WELLS "CM- 120/1 12.5 E6010 4 INTERMTRO 4TL2q 1 1 PRY RACK q4 SERIES --- --- -- 2 36 1 CABINET HOFFMAN MD10 20/1 11.3 1q 4 MwRIwATOR 1 PARTS CART --- --_ --_ ? 78 1100 LB. �B_gO0 206-?30/5 14.7 (� 1?` J O ry 4 F- _ Q ARCH FRY RAM 1511 ? SIDED KES TO BE E20410 t SH.7 V 1 N6 DENVOR/ 1 FIRE (2)W --- -244 a MEETS H ✓ ORANGE ICE APP200 1 }. 140'155 16 1 TLDb-4 -- --- --- 2 1 1 MODLM+ V 9N TGH BY OMER 120/1 6.1 C11 2 65 S020-4 -_- -- --- 2 7q Ai'1�� --- 11-PILE i 12 1 D, WILSHIRE MDJ-1A 120/I g.O 5A40b6 1b 2S 1 DISPENSER CENTER 20/1 3 MAKEUP TABLE q4 SERIES a e DETERMINED E106 lAT (DRY STORAGE) 1MTERMEM LOT Ex71Mj6UISH� (2)ABC, OOT P.x 1210 DUN 5TAb1 __- OKESPPIG! 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'��.6e"f �.,.! . / , t . ! 1 I ( A- ,h j..' - � '� i •'s, i� - - C�J �W E.,t t !•.`t C..a __ •�'�.'r. J b `t -1 �ua�.''`—.t �4:f..i, :� � a" t; �± - b f� - '� _ --- -- .�,Sc`,r Q tp S= al L�A • •r�-' " r S 7:---r i / r - ��. ,- ... ±_:: ��s ,. . F,�yz. „ ! a4 ,. ' 4•--1 f" `r f.:.f c... � -!^`r r, "'--- �, to ti"�t- �.;s ...R e--• . !.r •.t...-"' t4- •i i t _a .Yt cx : L TO , s T - - • I {: r �,.,:VLA:xt::t*.¢_t.4....e....-::.:_ �. .;:::,:...,,.. .a..-.-..:.:..e-.�.,:>:c1=..�t-:.:uw�sasaaEm�e.F..,..,±+•v.,::.�.m--.:_...-u+:.,,.:w,-::, ,, . r , , .a..,newx.�:�>�sa<Y .r-..,-•.. =x--,<:LL:.-.,,«c'. •..:.....,,,,.a ,Weo-•-cu�•'n-�:�,a,.....•.s.. ,�n:. .,......:.gsr�-. �' "f r - ,,,- ' � * ..:b::„.:w,<s•a.,:rara,,t,uayysfi 6 _ v l TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION L VA C /� Map 30 Parcel 7r Application T Health Division �n ^� Date Issued 1� Conservation Division Application Fe 6 Planning Dept. Permit Fee C3f-) Date Definitive Plan Approved by Planning Board �� Z -Zo " Historic - OKH _ Preservation/ Hyannis Project Street Address Idle Village �1A� S Owner !�"►� Address�% Telephone �� % p u 3(, e (o ,3,7`/ Permit Request /✓ aye1( 04�0 �4)j� "I-ejA14-9f/ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuati " ddo(AA) Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stoves❑Yea ❑ No o Detached garage: ❑existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: isting tYhew2jize_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ "�new size _ Other: 9 o Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ 54 Commercial ❑Yes ❑ No If yes, site plan review# Current Use AWr cldl' Proposed Use APPLICANT INFORMATION j (BUILDER OR HOMEOWNER) Name �� "l�r �i.614� Telephone Number -7 15 t' 38 360 Address `� . �� Tl��- �2� License # _ /Z,oL,-TorJ4 ti( ®/ 7` 0 Home Improvement Contractor# Worker's Compensation # W(f 3-?OILS ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Aw4t SIGNATURE DATE t FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. i ADDRESS VILLAGE s OWNER DATE OF INSPECTION: FOUNDATION r FRAME INSULATION y FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r .JAI FINAL BUILDING w DATE CLOSED OUT ASSOCIATION PLAN NO. ;i The Commonwealth ofAfassachusetts E Department of Industrial Accidents t Via Office of Investigations i 600 Washington Street _ { Boston,AM 02111 :.1 n lvw mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Eiectricians/P'lumbers Applicant Information Please Print Legibly Name(Bcsinc:ss�Oreanizationrindividual): r _\ i `>il�c$1 SF� �. k � �•' tj�,it '-�5 f 4�i�Y t �' ,..1�; 1 Address: Ci i, Cit ;State/Zi ' 1 E �.•, ,6ja Y p: � �.:�- �':��i, Phone,- ��,-,��,� Are you an employer?Check the appropriate box: �- Type of project(required): 1 1. I am a employer with ro 4. (� 1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. 0 New construction 2. 1 am a sole proprietor or partner- listed on the attached sheet. r. ❑ Remodeling ship and have no employees These sub-contractors have 8. j Demolition working for me in any capacity. employees and have workers` in 9. ❑Building addition [No workers comp.insurance core p. surance.+ required.] ❑ �'e are a corporation and.its 10. Electrical repairs or additions 1� 3. I am a homeowner doing all%vo*k officers have exercised their 11.® Plumbing repairs or additions myself.(No workers'comp. right of exemption per MGL 1,) 17 Roof repairs insurance required.j` c. 152 §.l(4),and we have no =. employees,[�`o workers' I3. comp.insurance required:] :Any aa cheeks piicant that box rus tits but must also out the.seetion below shoeing their workers':compensation,policy information. s Hnm:on Hers who submit this ailidayit.indicating they are doing all wort:and then hire outside contractors must submit a new affidavit indicating such. %Contrt tors that check this box must attached an additional sheet showing the name of the sub•conttactors.and state whether or not those entities hat e emplo}ee=. if the sub-contractors have r*lcyces they must provide their:workers':wrnp.pobey number-am an employer that is providing workers.'compe isatton tnsurance for rn} employees. Below is the policy and job.site information Insurance Company.. aloe:..: L t'- Ni e` c,i Policy T or Self-ins..Lic =.' c1 ? Expiration Date: Job.Site Address: � � ,�/o✓sr[n � �t'�- Cityi tateE 1 s zp. �I,�id Attach a copv:of the'workers'compensation polls dectaration page(shovting.the policy number and expiration date). Failure to secure coverage as ri quired:under Section 2 :�of:vlGL c:132 can lead to cute imposition of criminal penalties of a fineup to S 1,500.00.and/or one-year imprisontoent,as:well;as civil penalties in the form of a STOP AIORK ORDER and a fire of up:to S250.00 a day.agaitist the violator Be adutsec€.that a:copy of this statement may be forwarded to the Office of Investigations of the DLK for insuranc;e.covera --7777-77 geyerification. 1 do hereby certify under the pains and penalties ofperjury.tha ,he in f Provided rovided aboye4s true and correct t . h Si hire: ice- -t t r f Date: ry � Phon : fV. s Ofi-cial-use only-. Do not write buthis area;io'he rompleted.b city or town official City or T.o�m Perniit/License a Issuing Authority'.(circle one): : I.Board of Iieattti 2,Building:Department 3.fi tylI0- Clerk 4.Electrical Inspector- 5..Plum bing Inspector 6.Other i Contact Person: Phone:#: r COSTR-1 OP 10:SC CERTIFICATE OF LIABILITY INSU NCE DATE(MMIDD,YYYY, THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.)THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR'PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,Certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER 51 t3 781-9000 Newbridge Coverage Corp. NAM£: 1666 Newbridge Road 516-781-9172 PHo North Bellmore,NY 11710 Newbridge Coverage Corp. DDRESS: TO RAFFORDING COVERAGE NAIL A INSURMA:Libe Insurance Underwriters 19917 rrlsuRw Management INsuRERa-Scottsdale IndemnityCOmpany {558b Management Inc 250 Moonachie Rd vsURERc:COMMERCE&INDUSTRY Moonachie,NJ 07074 wUPEso:Utica National.Assurance.Co . 1375 INSURERE:AlterraAmerica Ins Co. 41296 JNSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDTION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CON0ITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TR TYPE OFQLSURANCE OENERALLIABlL1TY POLICY NUMBER LIMITS A X coMMERaaLGENERALuaBlUTY X X 0E0 0 1263 6-01 EACHOCCURRENCE $ 11000.0 OWZ4112 07124113 Pa s Ea occurrenCa $ 501 CLAIMS.MADE ®OCCUR MED E7G'(Any 6l a parson E} S xciuded PERSONAL&ADV INJURY S 1,000,0 GENERAL AGGREGATE S 2,000,00 GENLL AGGREGATE LIMIT APPLIES PER: POUCY X T LOC PRODUCTS.COMPIOPAGG S 2,000, AUr0MO8ILELrAE;LrTY mp Ben_ f 1,000, NED ING!ELMI, D X ANY AUrO BAC4466794 tEa aecisen! - S 1,000,00 AUTOS yE SCHEDULED 09101/13 BODILY IN.ti1RY(Par person) S AUTOS HIRED AUTOS AUTOS BODILY INJURY APsracdaenti S Peaauider¢ S . X UMBRELLA LIAR X OCCUR j B EXCESS UA6 C1AMS rRADE L1Dt104T95 EACH OCCURRENCE S 10,000; 0712An2 07/24f13 AGGREGATE s {0,00ti3O CEO RETENTION WOI6(ERs eOdPENsAnow S AND EMPLOYERS,UASarTY X C S i }I_ C ANYPROPRIEIORIPARTNIERIDECU'rIVE YIN x C993T015 09/05H2 09l05113 CFRC RryEM8ER° UDC? NIA EL.EACH ACCIDENT 5 t�el Z n NHI E.L.DISEASE_EA EMPLOYEE S 1,000,00 If Yes,R1 ON under DESCRIPTION OF CPcRATIOVS bolow ' E Equipment Floater E.L.DISEASE-POLICY UMIT S 1,ON, AXA61f60048176 07/02/12 07f0?!13 Leased' 1,OOD,00 Equipment DES;W ION OF OPERATIONSI LOCATIONS f VEHCLES{ARaah ACORD tor,Adamal ROnWks Schestwo,It mom spa"Iarequ,MCD The Alpine Tower Company and Metro PCS are named Additional Insured in respect to subzr�oggation is included1intf favor of24etroas required bPCS with res written �pec�to Generat. Waiverl Una and Workers Compensation as required by written contract. CERTIFICATE HOLDER CANCELLATION METR011 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Metro PCS THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELW6tED IN 5 Skyline Drive A�RDANCEWITH THEPOUCY PROVISIONS. Hawthorne,NY 10532 AU[HORITED REPRES@rTATIVE 01988.2010 ACORD CORPORATION. All Tights reserved, ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Public Safety d One Ashburton Place, Room 1301 Boston, Massachusetts 02108-1618 Phone (617) 727-3200 Fax (617) 727-5732 CONSTRUCTION CONTROL DOCUMENT Project Title: HYN0013A(181 North Street Hyannis) Date: Feb 15,2013 Project Location: 181 North Street,Hyannis,MA Scope of Project: -Installation of microwave antennas,and related appurtenances,within existing building. In accordance with SECTION 107.6 of the Massachusetts State Building Code,780 CMR 8th edition,I,Marc R.Chretien,Mass. Registration Number 40313 being a registered professional Engineer hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [X] Entire Project [ ] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other(specify) for the above named project and that to the best of my knowledge,such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code 8th Edition,all acceptable engineering practices and all applicable laws for the proposed project. Furthermore,I understand and agree that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the building permit and shall be responsible for the following as specified in section 107.6.2.2:** 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit,and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine,in general, if the work is being performed in a manner consistent with the construction documents.** **Requires timely notification of construction commencement by the contractor of record and timely notification(min.of 48 hours)of critical construction milestones by the contractor of record. If not notified by the contractor of record of these events,this office assumes no responsibility for the construction of the project. I shall submit periodically, in a form acceptable to the building official,a progress report together with pertinent comments. Upon completion of the work,I shall submit to the building official a final report as to the satisfactory completion and readiness of the project for occupancy. Signature and S registered professional: �p�ZN Uq,T$Q�yG�� c� MARC R. CHRETIEN a' CIVIL No.40313 9gAISTEaE® @ 9��FS31AaAl E�®� Massachusetts-Department of Public Safety; Board of Building Regulations and Standards Construction Supen bmr License:CS-069611 ° SHANE P MC(SWAN.- %r 12 POWDER ML RD BOLTON M} 0Mo r pqq . _o'er •i,� �._ 'rti4c,a Expiration Commissioner 12/31/2013 :.: �et�us�rrs ;O s � . i DRI E VSktCENSE' { NUMBER -sm� :. :p f } S49324694 '� y.�y X12 NO1212-31-197 1ST`r RE :IIGT SEX Y.,�1 As SYN . SHANE P�V j 12 POWDER HILL RD, +� BOLTON,MA �� t y, 017401083 -77 NS �t. "� �9 '+ � RI —,.M—M, _ x A cc February 3,2013 Bad;n5table BuIId;r zg Dena.rtineiit, his letter is to ver fv thama Sha-ne MMce3Owan.. Gen er al NlaiTc`gee for thr'2 Neur E nglan(I reOlh ) is ittll Ll]?it' employee,of Costrotta Construction Vir1na £'ili e?C 33C. lCC•�I 1. f ll nk you':fit a�you need rii v' f3t er irfo.tviation please j,t njee know. Vice President LCivI t i y - ,�,:.-,•''t�carc< e...�:.C,._�.Y:� _.. ., @.... !`,"Cr''T331.,._ ..._'�s. t� .., �a.a,�.,j:" i PC � Communications; Inc. February 14, 2013 Via Certified Mail Return Receipt Requested William Street Corporation 100 North front Street. New Bedford;MA 02740 Attn: Paul Bishins Re Acknowledgement and Consent Letter for Upgrade &Modification of Wireless Facilities Lease./License Date: ..12/4/2009 Lessor/Licensor William Street Corporation MetroPCS Site No: HYN0013A - Site Address: 181 North:Street Hyannis ear Mr. Bishi:ns: Metro CS Massachusetts,. LLC, a Delaware limited liability cariipany (`'MetroPCS") plans to upgrade its wireless communications facilities at the above-referenced.property in accordance with the above-referenced agreement: Landlord consent is required prior to the niodif cation of the wireless facilities. This ,lette:r is to notify you that MetroPCS will be performing modifications to the wireless facilities located on the premises by installing Two:.(2) Microwave dish antennas. within. the existing lease/license area. These modifications will.not affect any utilities at the Property, p rty, other than those servicing MetroPCS' equipment:This letter will also serve as:authorization to file for and permits required. by the town of Barnstable. Our; Site Developrn6nt Department will contact you or your: .; representative prior to:installation to schedule access. This letter shall authorize Costrotta Construction Managen ent to perform the construction installation at :181 North Street. - In accordance with the Lease/License A reement� Please signify Your : consent to the modifications by signing; dating, :and returning one. (1) original copy to Gerry Squires, Site Acquisition Specrahst.,Should:you have airy questions lease contact Gerry S uires at 781-3G3- �p Y q . 63314 or gsquires@lleecorisulting.net. Than k yoti 1br your. cooperation.in this matte . Sincerel ? y Acknowledged,Accepted and Agreed- Landlord: - Samuel Simons . Director.- Site Development By. Town of Barnstable 'THE 200 Main Street,Hyannis,.Massachusetts ROOM O rn NI-STABLE ° BAPNSTAB�• ' t� Growth Management Department WnQ f_ JoAnn?'., xti Interim Director bUM. der 1639. p�� 367 Main Street,Hyannis,Massachusetts 02601 FD Phone(508)862-4785 Fax(508)862-4725 www.town.barnstable.ma.us December 15, 2009 Metro PCS c/o Brian Sullivan, Agent 753 Forest Street, Suite 110 Marlborough, MA 01752 Reference: Site Plan Review#034-09 - Metro PCS 181 North Street,Hyannis,MA Map 308,Parcel 075 Proposal: Install six(6) antennas within existing chase/chimney-like structure which will not visible from the exterior of the building. Ground equipment to be located in the basement of the existing building. No exterior changes proposed. Dear Sir/Madam: Please be advised that the above-referenced proposal received an administrative approval on December 15, 2009, subject to the following: • Approval is based upon site plan review package submitted and dated December 8, 2009 with plans entitled"metro PCS HYN0013A, 181 North Street, Hyannis,MA, Crown 875052"consisting of 10 sheets, dated September 2, 2009 prepared by Marc Chretien, Civil Eng. of E G Advanced Engineering Group, P.C. of East Providence, RI for MetroPCS. • Applicant must obtain and comply with all other applicable permits, licenses and approvals required if applicable. • Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification,made upon knowledge and belief in accordance with professional standards that all work.has been done in substantial compliance with the approved site plan(Zoning Section 240-104 (G)). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, Ellen M. Swiniarski, SPR Coordinator CC: Tom Perry,Building Commissioner SPR File r� o�e�� aet yP�,oF1H E t ,l,� Town of Barnstable , g 5 Barnstable H1sforlcal Commisslon BARNSTABLE, 200 Main Street,Hyannis,Massachusetts 02601 �00 b q. ��01 (508) 862-4786 Fax(508) 8, 62 4�Z2 ATFOMA'lA wmv.town.barnstable.ma.us -� d September 15, 2009 Robert Linn EBE Consulting 2 1 B Street, Burlington MA 01803 Re: Section 106 Review,National Historic Preservation Act, 1966 HYN0013A/1$1ENorth.St;,Hy_annis Barnstable, EBE Project#61094970 telecommunications antenna Dear Mr. Linn We are in receipt of your notice to Barnstable Historical Commission dated September 9, 2009. We note that there are no historic resources on this site, however the First Baptist Church across High School Road is a significant historical building built in 1802 and eligible for listing on the National Register of Historic Places, and the building at.181 North Street is located within the Hyannis Main St. Waterfront District. While the material submitted does not clearly indicate whether there are changes to the exterior of the building housing the telecommunication equipment and antennae, please be aware that if there are any such changes to the exterior of any building or structure, application must be made for a Certificate of Appropriateness from the local historic district. Thank you for the.opportunity to comment. Sincerely Barbara Flinn, Chairman, Barnstable Historical Commission cc: George Jessop,AIA Emeritus, Hyannis Main Street Waterfront Historic District Brona Simon,Director,Massachusetts Historical Commission Jo Anne Miller Buntich,Interim Director,Growth Management, Town of Barnstable Thomas Perry,Building Commissioner,town of Barnstable Growth Management Department 200 Main Street, Hyannis, MA 02601 (o)508-862-4786(f)508-862-4784 367 Main Street, Hyannis,MA 02601 (o)508-862-4678(f)508-862-4782 l - - - V i 1 � �� 1 � s � � � r i 1 { �' R I � �, ii __ I ��E TOWN OF BARNSTABLE Building Application Ref: 201005366 BAAN$TABLE, Issue Date: 10/12/10 Permit 9 MASS 039• Applicant: PURINGTON,KYLE Permit Number: B 20102160 Ark p�,i a Proposed Use: GENERAL OFFICE BUILDING Expiration Date: 04/11/11 [Location 1047 FALMOUTH ROAD/RTE 28Zoning District RD-1 Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 250004 Permit Fee$ 327.60 Contractor PURINGTON,KYLE Village ' HYANNIS App Fee$ 100.00 License Num Est Construction Cost$ 36,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND METRO PCS LOCATION ANTENNAS AND RELATED GROUND THIS CARD MUST BE KEPT POSTED UNTIL FINAL EQUIPMENT ON AND NEXT TO AN EXISTING TOWER INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: RELD CORP BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1047 FALMOUTH RD INSPECTION HAS BEEN MADE. HYANNIS,MA 02601 Application Entered by: PC Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT:TO OCCUPY ANY STREET,ALLY OR,SIDEWALK OR ANY"PART THEREOF;EITHER TEMPORA Y OR PEiMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY.PERMITTED UNDER THE BUILDING CODE,MUST,BE APPROVED BY THE JURISDICTION. STREET ORALLY.GRADES AS WELL AS DEPTH AND.LOCATION OF PUBLIC SEWERS MAYBE"OBTAINED FROM THE DEPARTMENT,OFT UBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE,APPLICANT FROM THECONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME_WSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). Rw � r ► w e Q g al BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health WWI a Na T jj 4ARN, STAK b yaqap � — YJ • _ . ' +x�w{�"� .. �#��:��t�'� 4 ' �',5�' �`Sitt�F�tti(iSiV .,� 1 ��+�{(�9p°� ��#� ,��'k��f ,�� ' �. y ' i`i;� •-�,fri'Mk•�.'i1, - �,�`y�a`�.,•t�'i. .. - fE7�i � 7.�41'iE$�'I+k l�s!'� ,� L � �� '�; � � � .c�'. fe� `' 5. t . " #4�#I�I��k�k-I�'�I� �''��F#A!�'�#��till�•�.� �tP'� � �� . �� it'1' r Af lit r,k !ijwv jiv9 '�*+tr"�;6" . 4h:'; .! ;gat ""44i 1.J:1l it } t d4i} c� i1�i4154° ii y !l 4i � ,-: *r + a ` � 'f; y,�- �" `` •�• 'w."�t'; "4�A�'�•�*� 'kl' � `�*.�?I,.�'�,��"i` �`5��iJ�.+dl%��'�"t�i'�'�'� '�1",� r I '1� h' ^`� .r i';' t � . I t a� P+��t. r�Js@�"•i'��.' :�.`�k'f".�. � "�'t7�t'i�7'�•,4) .�'� �4 .#' '+ti* — �A�ix � :,i.�} d"tT�7'*#:"x?� ta �a�4' li$ 7tltl >t + +r L�•p w 4,, w,C .kA „ w w.'t•rh i}�r�ts `t�� ;;t��y Wit 4r y r•. ''�L•t.�6 u�..11,". # 3`�~4 �r O o °�. A "a. `rl «�'Ps�` T Ykif'�€ +4 Y'� "G'47 :E} L+1Rw1-: d'��6�ii,�!`,eY`�' . �:�,�r^p$Rx":.i.K.�A4'��..,5">#.�_: 4� 'F+i::"$SPie�� ••#,11� � �'�.i�"�u"`'C"k9?',61ui#J.�� .1`�7f3+;i.4Pj.i'Ydista� ,it7'i f"C i:' t �q` '•}r. � �t H t �. ',� ~' T1 'Lltt'/'i.N'p td 14 )+ +.a '��..y�� µ•��L� . yq.. * y{��Tj-y I'lj'��-# ` • - .�' gy�yk, 'Otto'J�fio. , .r ., S }}7� -. �' .. . -- ". a i� 4 •; '��i. J #l.by q;l;Y�, 1 z t a fir .. 04 s g #� �ySl�yrt,81^N�.-x+4.�s•y..-Mi ....tart,.i:,�y� F�^4. ,> �, �♦ ��.��i � iYk'Rh�j, �i]),�-- '�'�"�«y��-� �i{` � '"�'Ff`':•..,ill r '� 1' � ,. e' ,��" 4 `,.�.. .m =� �� . r ,.a��s`� s .�.an �5:.°j. '�.r��hs�'� .' f�'�a�-4'•�'sN t {� 00_ f 4114 « ' l; �.. .r. t ,: ,A e ,F +s _k k5 S e z .r r i IV a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ® Parcel Application Wa� Health Division Date Issued a Conservation Division Application Fee ®� Planning Dept. A1 Permit Fee S Date Definitive Plan Approve y Planning Board Historic - OKH MI Preservation/Hyannis IA- Project B ` I �,�/✓d �o/rho Street Address 1 Q /`� �-� ��. AA/� t S Village 14 VS - RIA-AA0 V, 0410-d 9"1146'S S Owner W M tA-M 5kg'T C&00 Address /00 Telephone a t4 l rW 13 LZ Ayu YU4 6 2 7 4 O Permit Request /ri si-A l II W10 i lu 4aLf Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Lf V Flood Plain Groundwater Overlay Project Valuation 2-1, d Construction Type to i vc44-1 cam,{ Lot Size 3 -1 -1 mae-s Grandfathered: ❑Yes Klo If yes, attach supporting documentation. ' /4-Dwelling Type: Single Family." ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ANo On Old King's Highway: ❑Yes ,KNo Basement Type: �d Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) M A- Basement Unfinished Area (sq.ft)_ It, Number of Baths: Full: existing At A new Half: existing new Number of Bedrooms: YVA existing —new Total Room Count (not including baths): existing t4 A- new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other A- /4l't Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: 0 existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ �hAttached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of A peals Authorization ❑ Appeal # /A- Recorded ❑ Ln Commercial Yes ❑ No If yes, site plan review# -:r I'. Current Use 0_a un yw,tA9-e e A f Proposed Use N►6 t rl- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ''Name Telephone Number ��t'�� c°7S_ 1-7VL Address /o Kl n-,_—O�+ (2 t License # Home Improvement Contractor# AJ,4 Worker's Compensation # Z 0_? ®9°22 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �� wit, �. 6 �0 SIGNATURE `' DATE FOR OFFICIAL USE ONLY - APPLICATION# DATE ISSUED t � WAP/PARCEL NO. ` ADDRESS VILLAGE , OWNER - r , DATE OF INSPECTION: T FOUNDATION-, E FRAME INSULATION i FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS ROUGH : - FINAL FINAL BUILDING ;DATE CLOSED OUT ASSOCIATION PLAN NO. F .. z The Commonwealth of Massachusetts ' Department of Industrial Accidents fi Office of Investigations 600 Washington Street ' `' Boston, MA 02111 F www mass. ov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name usin s/ rganization/Individual): )IJV,3GC'� Address City/State/Zip: CAI96GV-VU&-4+ Phone#: 7 v t -7 71-2- Are you an employer? Check the appropriate box: Type of project(required): 1.[@ I am a employer with <b 4• ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in an ca acit employees and have workers' Y P Y 9. ❑ Building addition [No workers' comp. insurance comp. insurance.= required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions off h exercised icers have exercise ter 1 1. 3.❑ I am a homeowner doing all work ❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]' c�152, §1(4),and we have no employees. [No workers'' 13.❑ Other comp. insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their wprkers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: r; - -� Policy#or Self-ins.Lic.#: ��`�7 09 -7 7 Expiration Date: Job Site Address: City/State/Zip: 11 BMO.�M. Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereb e n r the pains and penalties of perjury that the information provided above is true and correct. Si afar ;�a li A-r4$�i�k few -" -, 'Date: a Phone#•' -7 9( —7-7 1 -z 3� 7 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: ' CllentM 56697 JLEEASSO DATE(MMIDDIYYYY) ACQRM CERTIFICATE OF LIABILITY LNSUIRANCE 41291201.0 PRODUCER.' THIS CERTIFICATE-IS ISSUED AS A.MATTER OF INFORMATION'S STARKWEATHER.&SHEPLEY(MIA) ONLY AND CONFERS NO RIGHTS UPON THECERTIFICATE 400 Blue Hill Drlve HOLDER.THIS CERTIFICATE DOESNOT AMEND,EXTEND OR :ALTER THE;COVERAGE AFFORDED BY THE POLICIES:BELOW. Suite 188 WestWooli,MA 02090-2167, INSURERS AFFORDING COVERAGE NAIL#- INSURED J.Lee Associates Inc. INSURERA;:Scottsdale Insurance Company: 41.297- , INSURER B:'G,hartis 753 Forest Street INSURER c: Travelers Insurance Company 25674. Suite 110. INSURER Dr Marlborough,MA 0,1752 INSURER E:, COVERAGES. THE POLICIES OF INSURANCE LISTED BELOW HAVE BEENISSUED TQTHE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED:NOTWITHSTANDING ANY REQUIREMENT;TERM OR CONDITION OF:ANY CONTRACT OR'OTHER DOCUMENT.WI,TH RESPECT TO WHICH THIS CERTIFICATE'MAY'BE ISSUED ORS MAY PERTAIN,THE.INSURANCE AFFORDED BY THE POLICIES DESCRIBED.HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF.SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS'.- �POLICYEFFECTIVE. POLiCYECPIRATiON LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MMIDD D E MfDD LIMITS' A- GENERAL LIABILITY BCS0021996 04128110 U4/28111 EACH OCCURRENCE 51 000 000 X 'COMMERCIA'L GENERAL LIABILITY DAMAGE TO RENTED s100 000 CLAIMS MADE 51OCCUR IAAED EXP(Arty one person) SO X BIJPD Ded:5,000 PERSONAL&ADV INJURY S1,000,000 `GENERALAGGREGATE. s2000 000 GEN°L AGGREGATE L141T APPLIES Ptk. PROD 1.UCTS-COMP/OPAGG ;s2-000000 POLICY PRO•. J C. LOO C' AUTOMOBILE LIABILITY BA8768988 '04128/1.0 04128111 �COMBINED SINGLE LIMB X. ANY AUTO (EaecGdenQ: �s1 r000 000 r .ALL OWNED AUTO§ -BODIL'YINJURK .5 SCHEDULED AUTOS - X HIRED AUTOS BODILv INJURY. - IPeracrJdeni)" S - X. NON-0WNEDAUTOS ,PROPERTY DAMAGE (Per accident)` GARAGE LIABILITY AUTO ONLY'-EA ACCIDENT t _ ANY AUTO EA ACC S' OTHERTHAN =AUTO ONLY% AGG 5' A EkEssin ELLA LiAwbfY' XLS0066664 '04128110. 04128111 EACH OCCURRENCE 'S5 000 000 X OCCUR CLAIMS MADE' 'AGGREGATE; S5,000 000. 5. DEDUCTIBLE RETENTION S1 5 B WORKER_POMPENSATION.A;ND. - 207O922T O4H,5J1O 02@6J,.1:1 WGSTATU-, DPR TI+ .EMPLOYERS'LIABILITY �E.L EACH:ACCIDENT. -51 OOO'OOO. ANY PROPRIETORMARTNERIEXECUTIVE- 'OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA'EMPLOYEE-$1,000,000 .. If E C s,desQlbe Oder SIAL PROVISIONS below El.DISEASE'-POLICY LIMIT 51,000,000 OTHER. DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS J.Lee Associates Is named as Ad@tional"lnsured r CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment SHOULD"ANY OF THE ABOVE DESCRIBEO POLICIES BE CANCELLED BEFORE'THE EXPIRA Ti ON I Lee Associates) DATETHEREOF:THE ISSUING INSURER WILL ENDEAVOR TO MAIL,, .an ,-DAYS WRITTEN 753'Forest S4,SUlte 11 O NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT.BUT FAILURE`T0.00 SO SHALL: MaribOrough;MA,01752 IMPOSE NO OBIJGATION.OR LIABILITY OF ANY KIND.UPON THE;INSURER,RS AGENTS'OR REPRESENTATIVES. AUT ORIZED REPRESENTATIVE ACORD 25(2001108 . 11 of 2 #5263551/M263482'. CPC © ACORD C.ORRORATION•1988 J1. � Board of Building Regulatio sand Standards Construction Supervisor License Lictse: CS 98919 E �rtpi ='' (/2011 Tr# 98919 GEOFFREY FOR .;?.'i:=_,.::..::1 10 WESCROFT READING,MA 01867~''= `` Commissioner 00-35,000 cf enclosed space 1A-Masonry only 1G-1 2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. , f J. Lee Associates, Inc. EE 753 Forest Street, Suite 110 ASSOCIATES Marlborough, MA 01752 October 15, 2010 Town of Barnstable Attn: Building Department 200 Main Street Hyannis, MA 02601 RE: 181 North Street, Hyannis MA -Metro PCS site#HYNO013A To whom it may Concern: The purpose of this letter is to notify the Town of Barnstable that Geoffrey Forse (Construction Supervisor license#CS 98910) is an employee of JLee Associates, Inc and is authorized to file for Building Permits and to supervise construction of sites under JLee Associates,Inc. Please don't hesitate to call if you have any questions or if I can be any further assistance. Sincerely, Ja es VanSicklin President J Lee Associates, Inc. Cell: (781) 771-2367 753 Forest St.,Suite 110 s Marlborough,MA 01752 Phone 508.597.1330 * Fax 508.597.1335 I' I �p THE Tp� HARNSTABLE, q sAs� Town of Bar. sta 1 Regulatory Services Thomas p, Geiler, Di ector Building Divi ' n Thomns Perry, CBQ Building Commissic ner 200 Main Street, Hyannis,PIA 0260 www.town.barnsta ble n n•us Office: 508-862-4038 Fax: 508- 0-6230 Property Owner M Ist Complete and Sign Thi Sect' Xf Using A Build I, e ine 0147M ; ' •, as Owner of the s i ject I rcprrty fir, hereby authorize 4WOCIALL to act o n y behalf, in all matters relative to work authorized by this building permit apphca for: (Address of Job) lob /O Signature of Owner Date Print Name If property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. :11>.'PFILESIFORMSIbuiWing permit formslEXPRESS.doc evised 072110 Town of Barnstable 200 Main Street, 14yannis,Massachusetts 02601 • B^R'sT^H . ' Growth Management Department JoAnne Buntich, Interm`Director' MAE.% 367 Main Street, Hyannis, Massachusetts: 0260.1` Phonc:(508)86274785 Fax(508)862-4725%v%vwAown.bamstable.ma.us December 15,2009 Metro.RCS c/o Brian Sullivan,Agent 755'Forest Street, Suite 110 Marlborough,.MA 01752 Reference: Site Plan Review#034-09 Metro PCS 181 North Street;Hyannis,MA _ Map 308;Parcel 075 Proposal: Install six(6) antennas within existing chase/chimney-like structure which will not visible.from the exterior of the building. Ground equipment to be located in the basement of the existing building. No exterior changes Proposed. Dear Sir/Madam: Please be advised that the above-referenced proposal received. an.administrative:approval:bri December 15, 2009,subject to tile-following: • Approval is based upon site plan review package submitted and dated December 8;2009 w ith plans entitled"metro PCS HYN0013A, 181 North Street,Hyannis, MA,Crown 875052"consisting of 10 sheets, dated September 2,2009 prepared by Marc Chretien Civil.Eng. of E-G Advanced Engineering Group,P.C. of East Providence,RI'for MetroPCS.. • Applicant must obtain and comply with all other applicable permits,,licenses and approvals required if applicable. • Upon completion of all,work; a registered.engineer or lartd surveyor shall submit a letter of.certification,made,upon knowledge and belief in accordance with professional standards that all work has been done in substantial.compliance with the,approved site plan (Zoning Section 240-10.4(G)). This document shall be submitted prior to the issuance of the final certificate of occupancy: Sincerely, f E11en M..Swiniarski,,SPR.Coordinator. CC; 'Tom Perry,::Building.Commissioner SPR File TOWN OF BARNSTABLE BUILDING PERMIT.APPLICATION.. Map a Parcel V`' Application G L Health Division �� `Date Issued 1 O`1 s —— Conservation Division Application Fee o- Planning,Dept: Permit Fee Date Definitive Plan Approved by Planning Board Historic OKH. _ Preservation / Hyannis Project Street Address ArQ A"TT-f Village Owner Address AL Telephone Oa-�r o Permit Request /0 r ' 0 u - >93-Y7 Square feet: 1 st floor: existing proposed .4/A .2nd floor: existing proposed Total new 0 Zoning District. Flood Plain Groundwater Overlay Project Valuation -0 000 Construction Type , o Lot Size 3-/7A C Grandfathered: ❑Yes 3 No If yes, attach sub rting doh me tion Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) M rh t Age of Existing Structure O Historic House: ❑Yes CWNo On Old King's I ig way: �'es 440 Basement Type: mull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) �.r+ Number of Baths: Full: existing' AVA new Half: existing new _Number of Bedrooms: ,,VA existing —new Total Room Count (not including baths): existing A,A new First Floor Room Count Heat Type and Fuel: Cd!Gas ❑Oil ❑ Electric ❑ Other Central Air: 3 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Flo Detached garage: ❑existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ _- Commercial EYes ❑ No If yes, site plan review# Current Use ` Proposed Use C E i APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name PAU I bi Sh'JnS ��W he�/ Telephone Number k:�O;) 9903030 Address /W N /'/_0,07- 5-C7 License# �V M/ Home Improvement Contractor# 047'�O Worker's Compensation # WSW COO PAl ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO� ina Snm fJ18 n 4 SIGNATURE DATE 2/3/A C/ y ti k FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED - MAP/PARCEL NO. } ADDRESS VILLAGE OWNER DATE OF INSPECTION: t FOUNDATION 5� 1 FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH 'FINAL GAS: ROUGH FINAL•~ z FINAL BUILDING DATE CLOSED OUT ` K ASSOCIATION PLAN NO. �t l { 1 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 �� s�• www.mass.gov/dia Workers' Coinpensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information (`` Please Print Legibly Name(Business/Organizati FWon/Individual): /LL../A ]M � -r, on 9= Address: W7f U' City/State/Zip: W &D F-0 �jQ Phone.#:� Axe you an employer? Check the appropriate box: Type of project(required): 1.LrJ I am a employer with .c;L" 4• ❑ 1 am a general contractor and I employees(full and/or part-tim.e).* have hired the sub-contractors 6. ❑New construction ..2.❑ I am a•sole proprietor or'partner-• listed on the'attached sheet. T. Remodeling ship and have no employees These sub-contractors have g,•❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'.comp. insurance comp. insurance.$ required.] S. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. 1f the sub"contitactors have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name: -) U R r 4�� Policy#or Self-ins.Lic.#: W 1W l,OO Va ` V Expiration Date: Job Site Address: City/State/Zip: A.)1J Attach a copy of the workers' compensation policy declaration page(showing the policy num er and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine. of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA.for insurance coverage verification. I do hereby certi tumd'Afthe sins and penalties ofperjury that the information provided above is true and correct t/�Si afore: � Date: .3 � Phone#' Sag qge 3baD Official use.only. Do not write in this area, to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of health 1.Building Department 3.City/Town Clerk 4.EIectrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and. Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their.employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or tiustee of an individual,partnership,association or other legal entity,employing employees. However the p owner of a dwelli ng house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or Iocal licensing agency shall withhold the issuance or a license or permit to operate a business or to construct buildings in the commonwealth for any renewal of p applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the Commonwealth nor any of its political subdivisions shall . li enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance . requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractorm s)nae(s),.address(es)and.phone number(s) along with their certificate(s)of insurance. Limited Liability Companies.(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete"and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit(license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" I.he applicant should write"all locations in (city or town).".A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavrt is on file for future permits or licenses. Anew affidavit must be filled ou t each year.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to.thank you in advance for your cooperation and should you have any questions, Please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigatians- 600 Washington Street Boston,MA 0211.1 it • TO. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia EIDDY Ft472009CERTIFICATE OF LIABILITY INSURANCEY ,ER (�08) 995-4553 FAX: (508) 995-4525 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION is & Company Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR JO Faunce Corner Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. , Building 100 Suite 120 Dartmouth MA 02747 INSURERS AFFORDING COVERAGE NAIC# INSURED NorGuard INSURER A: William Street Corporation INSURER B: 100 N. Front Street INSURERC: INSURER D: New Bed ord MA 02740 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OFSUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD. POLICY EFFECTIVE POLICY EXPIRATION E POLICYNUMBER p p LIMITS GENERAL LIABILITY EACH OCCURRENCE $ DAMAGET COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS MADE DOCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO-JECT LOC AUTOMOBILE LIABILITY •. COMBINED SINGLE LIMIT - ANY AUTO . (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS Per person) HIRED AUTOS - , Ma U ridgysks � F5)I BODILY INJURY 1$� �tl m�W3x�1+'as"t"^ NON-OWNED AUTOS {Per acclde�l)4, �s rfs a�R #7+Ib (��}j�g}' PROPERTY,DAMAGE' (Per,accldent) AUTO ONLY EA ACCIDENT Y$I 3 'K I� ,r' 'p� k3 GARAGE LIABILITY �+� �Y �t ANY AUTO OTHER THAN EA ACC '$ " AUTO ONLY: 7 AGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN QR ANY PROPRIETORIPARTNERIEXECUTIVE❑ EA EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) Kxwc905648 4/25/200 4/25/2010 E I DISEASE-EA EMPLOYEE $ 100,000 Des describe under L.DISEASE-POLICY LIMIT $ 500,000 SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANYOF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION EACORD2 m Street Corporation DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN N. Front Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL {4dford, MA 02740 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Linda Patistea/LP /u/r�� lil — 5(2009101) ©1988-2009 ACORD CORPORATION. All rights reserved INS025(200901) The ACORD name and logo are registered marks of ACORD an;hony p. d'onofrio, aia architects & planners 25 mann hill road po box 457 north Scituate, ma 02060 (781) 545-5404 fax (781) 545-8522 AFFIDAVIT ARCHITECTURAL PE51GN TO: The Town of Hyannis Building Commissioner: RE: Proposed Offices for the DMH, PMR, PTA & MRC, for the Williams Street Corporation, 500 Main Street, Hyannis, MA I hereby certify that I have prepared the architectural plans for the above named project and to the best of my knowledge and belief,the plans are in accordance with the requirements of the Massachusetts State Building Code and all applicable laws for the proposed project. The Architectural drawings include the following: Sheet T-1, A-1.1 thru A 1.3; A-2.1 thru A-2.3; A-3.1; A-4.1; A-5.1 thru A-5.5; E-1.1 thru E-1.2, and Structural Prawings 51.1 thru 51.2 all dated 08/31/09, Project No 01_2009 1 further certify that I shall perform the periodic site visits to determine that the construction has been done in conformance with the Permit and plans approved by the Building Department and with the requirements of the Massachusetts State Building Code and all applicable laws for the proposed project. Upon the completion of the work, I shall submit a Final Architectural Affidavit that the construction has been done in conformance with the Permit and plans approved by the Building Department and with the requirements of the Massachusetts State Building Code and all applicable laws for the proposed project. '`BRED ARCy�T ' Anthony P. D'Onofrio, AIA z No.2653 o Architect - Mass. Reg. No. MA-2653 � a g�,T°ATE' y 25 Mann Hill Road , North Scituate, MA 02066 !� MASS. J O VZ TH OF Subscribed and sworn to before me this lr NOTARY PUBLIC 2, ` c My Commission expires on U VIKKI SINDONE Notary Public Commonwealth of Massachusetts My CorTmission Expires March 14,2014 OUTLINE 5PECIFICATION5 E L E C NT I C A L E G E N LEGED A "T W 91 xc -67, A I,- NOTES A I — 1111 ALL-INI—It 11 It-1 Il =I IALI I A A I-R. A" It_ Ej A—iW a, 115T OF DRAMN65 L _W_A-T_-__ QH 1=�lEIT'IA III T�A,6 'A ....... .11, A IIELL I I I L I I I I �ICE I� 2. .1 uxe A CAII IIIILI W1, CAll. w I. I. It. A —1 A I I A - ELECTRICAL NOTE5 7� `AVA�t C T `15 erM• _A= �L�L LIA III A111 PROP05E,9 rENA1V7-F1rU,-F0R 7HEDEPARrAIEN7-OF 7'RAN51rIONAL A55157ANCE THE igEPAR7,1,iEvroFoErERA41lvArIoN THE DEPARTMENT 0FME1VrAL RETARDATION THE A4,455ACHL15E7T59EHA,51LIrArIONCCItMI55ION g, WIL L 1A M5 5 7kEE 7'CORPORA 71ON 500 MAIN STREET HYANN15,MA I I i ! i I t I I z l i I I i I i i ��• = -------—----—--------- -----———-- -- I i i i I ❑ ® I ---- i I =_ I I I I I I I I I i I i i I I I I ! i I e I ! i .ro. - o 13 i i I I ! I I s..�x,.�E, ----- --------- ------- I I ow F--?� ---� I I I I I --d---------------- - ------I---------------I--------- ------- ----I ---- --- w o I I I I I I I I I I I I I I j I j I j I --------- ----- ._.—.—.—._I..—.—.—.—.-© x,z ! I I I I I I I I I ! I I I I I I I I ---4G» '--t --------- ----- -----I— -- -- — -- — — I— — ------ -------- --------�------- UT-1 I I II I I I I ------- I ___LI------------------FII----- - IF- ------IF------ --' iI_-----------I r I E%STING LOWER LEVEL PLAN ---'---}--'------- �-----------I----- --F--------- - -A A-1.1 ----------- io -------------- --- ----------- < - 4;2 --------------! IJI 4,rl ---------- ----------------- HH. H MH --to ------------ ----------- I�Q '1 Ijpex aLOGsroz-z I � ) j i � w � ---- ------- --------- _4---------- --------------- rill- ----------- --- --- --- --- -------------------- EXISTING&NEW LOWER LEVEL FLAN E5 FA-1.2 +NEw,BGOG 5,0,i Lu II. C= r im- ----------- ----—— --—------ I ----------- --------------- L--------------I ------------— 1 .. - 10, eL _i _1 2�. ------------------- 510'�E Im ti 37 ------------- t i ILI: CF111 - -------- -- ------- --------- ----------- ---- J ---------- tL L --------- - i L 1 i LOWER LEVEL POWER&REFLECTED CLCI FLAN moo I WORK NOTES s=1=Mr=Illl=Irl=ll=lll -------------- -------- Efl 210 oa �j IN ho I I F I I I-I I E3 ——— 0 76 W, —6 1 15 (D 51 -------- Ea FA 14 �z 251 G G ad I(DLL < —----- -----N — -------- -- Tr 0 (D EXISTING i NEWWORK UPPER LEVEL PLAN A rA-2.11 FF,; m tin -------- -------- ---F---------- --------- ---- - Fin-- ------- -------- ---------------------- - 14 --Jj 13 12 E-MG- -AOFFI E5 ---------- ----------- A EX15TNG NIW,,Og, 0. UPPER LEVEL PLAN lY/ lYJ u�rtvua z — — s h \� ; IEEE __ _ _ __ 2� m > m m m m > m , Ei�s ® - m m m m m > m --- --�, I i � � I — — — ao -- - -- - -- -- - _ 3 LL >- - --_ —— --.— I I I o - -- - _ - -- - -- - - - - - - - - - - - -- - - - -- I a I i i i I i i !-- — — a m v t..._......_....._.__...__... -.. I - --0 b O O © b 0^ m zy Gl_ z F' UPPER LEVEL LIGHTING&REFLECTED D CEILING PLANY7 anthon .d'onofrio,aia 1, PROP05ED OFFICES FOR DMH,DMR,DTAd MRL architects 6 planners -�i :LLIAM55TREETCORPORATION p �° _ g iyR °� A b�,unn AwE' la.15]'n.xNuu.me pLOao ��3� {f; JB134s3i0� fa.)81345b322 '.�� liy I I �g A a u z NORTH ELEVATION a 4 4 4 Q Q Q o O , ----------- o W w � r o N � ' Z O WE5T ELEVATION n n n ti 0 I I YI I I I I I I I I I I I r m +mco A-3.1 EAST ELEVATION __________________] ❑ � Ji ws —%1m ❑❑�❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑ m ❑C R •,CI b Y ,- #_ ❑❑❑ At NEW iI%ED AL WNDON FRAME AO � I W/INSUUiI GLASSttP OA11 F� © / \ Q NORTH ELEVATION € zi F I r. I II _ II II e O8 � 8 � N/EW=IX=D ALUM O D O O O WODW FRAMES D W NEW=1%ED ALU NDOW FRAMES ' W INSUTATING O W WI INSULATING LA55 TYP GLA55ttP p� w ~ LL � WE5T ELEVATION g —11 w NORTH ELEVATION(contd) 0 z I I I I I 1 I I I I I� �„ .,,,- r-1^o- •�,,: _Y .,s./_- I -T _+i-__fh- ❑.-tF=tt.,. 'z.,- . =..{t,,. :❑�.r :❑_�. `S.N z ,� �. ,5./r _ II II�II II II II� II II II I '.t_II II II II II II II II II II II II II II��I _1L �� II II � II II II II II 'll Il rll � II II II II II II II II' II II � II II' rll Ylf�� "�� EH;;E 11 .1 El i P i i i I i EAST ELEVATION I I FA-4.1 C m09 A &NEWFINGTOBEREMOVED 11 8 NEW FULLY ADHERED MEMBRANE ROOFING.FASCIAS, r - COPINGS d FLA5HING5 TO BE INS(AILED RELNOLI(ED JOIR( Exl SEE SiRULt DwG m ME EINIP AiTALDET O m E%ROOF JOISTS E%ROOF IS(5 NEW STUDS&E%JOIST 5EE 5(RUCT DwGS O d O E%5TRUCTE. EX15T 5TEEL BM B v E%51R11TURE SEE SIRUC(OwGS re'4� 45 4 A 9 I I m Lo 'cx MASONZY 5(RULNSE "j I' 6"206A STEEL II SEE STRULT GW65 ��:�xp^�°°�Oy`*�j, DOUBLE SiEEI ANGLE BRACE 6 BAi(INSUTAigN Ai EACH COLUMN SEE i`ef Yin./1 ETRUL(DWG5 '' I�' M—LLLIP85TEELD—NEL —.— — ATTAG}1ED(O EXCOL. 5EE SiRUCT PVGS SEALANT ___ LIGHTING FI%NSE `I � � m � � NEW SUSPE ED ACOUSTIC - a 3 TILE LEILIN _____EfONU _ '•`° ° Q} __.-_.-_.__ c NEW ALUM S.sH&FRAME ! NEW 5/B"GwB p ~£ WITH INSUL GU55 ENCl05UR'c Ai DOUBLE N=W 5U5PENDEDACOUSTIL 5TEELANGLEBRACE5 o TILE CEILING . Q I o � EX15i wl j w N NEW ALUM SASN6 FRAME N WI IN INSUL G155 o Q I, I j SB'• llrz RSSIUENr j Ln 3: CHANNELSNELs OtG'ac SEALANT O iHIt12"i FETWEEN SEnLANi INSUUTION BETWEEN NEW SIDING ON EgST �---.—.----------------�- FURRIrvG j N 5-CTTUURE 51850D, '(NJBONII/2 RE51LIEN! STEEL LNANNEI BOLTED wI(H 1W0 3 LHANNEL5 0 TIF a IWO E%RAN51ON BOLT5 EMBED —11/2"THICK RIGID IN GROUTED LELL5 BEE 5TRULT INSULATION BETWEEN DWG s r E%ISi MASONRY roREMAIN r E%15(LN.0 tvmi rrx NEW CARPET 50UA1E5 FLOORING E%ISICONLWALK ExlST LONG WALK ELEv 3]JO E%151CONC5LAB X ^ Ex Ism E%STEEL BM BEYGrvO E%LONG FDN i -- EX CONL EDN ry I 5ECTION THRU COLUMN LINE �A� 5ECTION THRU COLUMN LINE 11 s.olco • - A-5.1 x, L X j X fir \I ALI A� DE-IL 0 FOLDfNO DI—ER ILI,NGl , -1110 I Y PIN TER I I I A I I T ION Y"I IA .. O TYP RAMP HANOKAIL5 70 T'YF'5ECTION THPU RAMP ILI TYPICAL RAMP DETAILS _E 11W.1.Z =7-LEVER O w 2" 2" 2' 2" 6' 2" 2" 2" 2" U- �_- W U 9 w LL- 16 GI MTL PLATE C O 4"TEMP WEL GRIND AFETY 5M0 H BOTH LA55 51C)Ei OF FRAME Lu O J � � 0 W �- 0 o a DZ C�s PROGRE55 PRINTS N REV1510N5 PP 0&/17/09 PP 0&/2&/09 155UED FOR PERMITTI &BIDDING 08/31/09 FK] DOOR DETAILS SCALE 1/4"=1'-0" NORTH �� C troe sv oc.n+AK o 14 WOMEN 254 ITi O L y surrons zxE,. m ® O —�— 256 as s U � R � , gg l f l f�l fn"I N i s — ,xe U STOR O m n Is prowl srvunxG .SPACE ®'-d'=120" 257 16 witty eiw E I 1 AS] MEN PARTIAL ELEV SECTION 255 a O ® O 14 s ps TYPICAL SHELVING DETAILS TOILET ROOM PLAN CI i � w o� w � EaE.Eo r m LE ,oe LE cusm. < l s, y 11E I I III j. onmxsr.�eE.ea•..a x,e TYPICAL CHAIR RAIL DETAIL TYP MAIL SLOTS S T A F F 5 U P P O R T CASEWORK ELEVATION JZ O TYPICAL HANDICAPPED FIXTURE&ACCE550RIE5 MTG HEIGHTS f+a1 ,e.ewme,vEx�n�. saaEsu TYP HCT FIXTURE PLAN .ssrai.co TYP HCT STALL"A" TYP HCT STALL"B" RML A-5.4 TYPICAL HCT TOILET PLANS&FIXTURE&ACCE550RIE5 MTG HEIGHTS TYPICAL COUNTER DETAIL e HC z0. c -F N z L 0 ELEVATION w9W 2U IIIIIIIIA 2. ------- —----- A 2290 I—E .............................................. —--------—--------- ------------ ELEV"A" 13 —-------------L SECTION "N' SECTION 6 j � � oW 5W RECEPTION COUNTER PLAN a DETAILS ECE- NXT-11- ELEVATION 5ECrION "C" 210 111P DIKO?ENAR-A ---- -------------- --------------------- -r-ff T ------- --- ------ --------- ------UE Ej OO - ------------- LL —Z'l 11E% 739 - - - --- —-—-—-—------------———— ---——-- o o 17�1 OMIOPENAKEA! esm ism ne 12-5 1 1" L'y-w EXISTING NEWMKK UPPER LEVEL POWER PLAN m s ———— — 77 ----------- >= s z R w A i - I 0------ --- 0------ ----------- i � r�,ExE.xE i k b 2 m E ISTING REfA1L �.—.—-- 6 ------- .----------------- I.--- —.r� rEx,s„z (¢cvz W III OC O Ly. 13 a------ --- - ,Q, AR.A OFFICES I I w EN ---_ \� __ SEEsxE�� I I I I A \ I I E%ISi. ,y NEW KORC EXISTING UPPER LEVEL POSER ILAN h I U Oil o7T I NTLL F AME ROOF OPENING A FXIST,CHIMNEY WITH 2 v 6 AT fi O.C..ON HANGERS.BETWEEN EXIST.HEADER5.SHTATH WITH CDX. SHORE TIE Ex15 TING STRUCNRE,a5 1 REOUIRED.A UL IL THE Ew STEEL FRAMING NOTCON NECTIONS RE OMPLE TE. 1/4" T 24"O.C. (EXIST.W12) /A' (EXIST,w15) MC 6.20'B D N. 3'.3/3 WEB 51IFFENER.WELD ALL AROUND COL . ail SET COLUMN CAP TIGHT TO BEAR AND WELD ALL AROUND 6' I if I I i I I I II /6"AO_/5C SCHEDULE A COLUMN WIN 2 "WELDED CAP PLATE. I I i I EASE PLATE MAY BE OFFSET. MINIMUM DIMENSION TO EDGE OF ALL - 50 x OEDED BASE PLATE, DEAR ON 1 -SHRINK GROUT AND HIM PACKON SOUND CONCRETE ANCHOR , FOUR / EXP.BOLTS 'T FOUR WITH ER]3/ I I I I ' I (EMST.FOUNDATION WALL) G/9 SECTIONS EUGENE W.HAMILTON P.E. STRUCTURAL ENGINEER PROPOSED OFFICES FOR E.H.EMIR DTA AND MRC WILLIAM STREET CORP. zs- 5ECTION �-1.2 x^1B'"•'P 5-2 o.T� sc+LE TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map � Parcel `Application i Health Division Date Issued Conservation Division Application Fee -Planning Dept. Permit Fee' Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis (P_roject-Street i4_�_ddress 1 l�O l2 tN S l YeQZ-T Villages �� l c—wne-= � I S H(Ok S Address 100 Kl- EZOF' i S1 A` i2_rwz,t7 TTeIephone 60 - 9c�7 - 6 9 8 t Pe_rmit:Request-, rCao�.anY�[ erT Ova- - )0o CvN s`r t2oc-t'iat-4 4 ACocNcrCs 14E.At-tM CrLV1Ce CCN7_EiZ t-1 1'ArJN G s c Cfti-C�,zl Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family .❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone-Number 9 C1c17 --6-98 -�--- .. Address 100 N or2s`N r2otAl- SirrrtEET License# New13ERF:orb MA OZ740 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 3 4 FOR OFFICIAL USE ONLY x AOPLICATION# DATE ISSUED MAP/PARCEL NO. C - ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. EVE Town of Barnstable Regulatory Services BARNMBKASS.Lfi Thomas F.Geiler,Director iOrED MA'I�,� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, ?AV L i S k4 W S , as Owner of the subject property hereby authorize \ �. �S t►-�s �s to act on my behalf, in all matters relative to work authorized by this building permit application for. 181 ►4 o rrr�-I S-r ,VZcC-T , HYA N tit I S (Address of Job) 6 AS Leo10 Signature of Owner ate Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION r'. Town of Barnstable Regulatory Services iABNSTABI.E, Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license;provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work'yerformed under the building permit: (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. i Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILESTORMS\homeexempt.DOC anthony p. d'onofrio, aia architects & planners 25 mann hill road • po box 457 ni north Scituate, ma 02060 (781) 545-5404 • (781) 545-8322 • apd3@comcaet.net - May 20, 2010 PROJECT NO: 01_2009 Mr. haul Bishins Wiliams Street Corporation 100 North Front Street New Bedford, MA 02740-7327 RE: Df H Proposed Tenant Fit-up for the Department Of Social Services Cape & Island Offices for the Williams Street Corporation, 500 Main Street, Hyannis, MA To whom it may concern: I hereby certify,to the best of my knowledge and belief, that the construction for the above referenced project has been done in conformance with the architectural drawings prepared by the office of Anthony f. D'Onofrio, AIA, Architects and Planners, Project No 01_2009, dated 8131109, 5heete T-1, A-1.1, A-1.2, A-1.3, A-2.1, A-2.2, A-2.3, A3.1, A-4.1, A-5.1, A-5.2, A-5.3, A-5.4, A-5.5, E1.1 and E.1.2; as revised 11/25/09; with the requirements of the Sixth Edition of Massachusetts State Building Code. This applies to interior construction and excludes the exterior renovations still under construction. V.r /� Z /r +"J No. M Anthony P. D'Onofrio, AIA Architect - Mass. Reg. No. MA-2653 �F � 25 Mann Hill Road , Scituate, MA 02066 TOW N F BARN TAB E �tHE ® S dding . Application Ref: . 200904108' saRlvsrag>IE, Issue Date: 09/17/09 Permit 9 MASS ' �A 1639• Applicant: rF�Mph A � Permit Number: B 20091718 Proposed Use: RETAIL&SERVICE STORE SMALL Expiration Date: 03/17/10 Location 181 NORTH STREET Zoning.District HVB Permit Type: COMMERCIAL ADDITION ALTERATION r Map Parcel 308075 Permit Fee$ 5,005.00 Contractor PROPERTY OWNER . Village HYANNIS App Fee$ 100.00 License Num Est Construction Cost$ 550,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND INTERIOR BUILD OUT,2987.SF,4 DIFFERENT AGENCIES THIS CARD MUST BE KEPT POSTED UNTIL FINAL TENANTS REQUIRED TO OBTAIN CERTIFICATE OF OCCUPANCY'S INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH ' Owner on Record:. WLLLIAM STREET CORP BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 100 N. FRONT STREET INSPECTION HAS BEEN MADE. NEW BEDFORD, MA 02740 Application Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS NO.RIG[IT,TO OCCUPY ANY STREET,ALLY `OR SIDEWALK OR-ANY PART THEREOF,EITHER TEMPORARILY ORTERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY'PERMITTED UNDER THE BUILDING CODE,MUSTBE APPROVED BY THE JURISDICTION. STREET ORALLY GRADES AS WELT:AS DEPTH AND'LOCATION OF PUBLIC SEWERS IvIAY:BE OBTAINED FROM THE DEPARTIv1ENT OF PUBLIC;WORKS:. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE.TIIE APPLICANT FROM�THE CONDITIONS OF.ANY APPLICABLE SUBDIVISION RESTRICTIONS. . MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. (. FINAL INSPECTION BEFORE OCCUPANCY. ` WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND.MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL,c.142A). ^'.,r - 3', BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS ell 0 .-a 2 �V'� dr� . 2 '� 2• s 3 1 Heating Inspection Approvals Engineering Dept Fire Deptl ;2 '� P� QS Boa Hea h L! TOWN OF BARNSTABLE,BUILDING PERMIT.APPLICATION , Map Parcel . Application 3 . Health Division Date Issued , 3 Conservation Division VV :Application Fee Planning°Dept: Permit Fee Date Definitive Plan Approved by Planning Board $ (q 0q 0- Historic -;OKH Preservation/ Hyannis Project Street Address O 9T N S� Village � w Owner )6l18rpm L co Address 160 a 9z Pd ✓r� Telephone 5M u' Q o30,;�n MA Permit Request eyn 0 1 11� eS Square feet: 1 st floor: existing i proposed .2nd floor: existing �✓A proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 10ii Construction Type Lot Size Grandfathered: ❑Yes CAo If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family (# units) CGm M e rC t a Age of Existing Structure G 0 Historic House: ❑Yes 01No On Old King's Highway: ❑Yes U64o Basement Type: CfFull ❑Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.): Basement Unfinished Area (sq.ft) Number of Baths: Full: existing /✓� new Half: existing Number of Bedrooms: WA existing _new Total Room Count (not including baths): existing &A new First Floor,Room Cou+4 '77 Heat Type and Fuel: Urbas ❑ Oil ❑ Electric ❑ Other w= Central Air: 0'�es ❑ No Fireplaces: Existing New Existing wood/coal stye: ;VYes 3No Detached garage: ❑ existing ❑ new size Pool: ❑existing ❑ new size Barn: ❑ existing- ❑ n i 9 9 9 9 g t�uv size Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial Yes O No If yes, site plan review# Current Use Ae-JA Proposed Use y r p i C E ® / APPLICANT INFORMATION 0 (BUILDER OR HOMEOWNER) Name 1k�1 � )1.5k; Telephone Number Jr n q C1 3Q 3� Address 100 N /'�A t Sr- License# 61r,In/ Baz FoDD M,4 0�7�d Home Improvement Contractor# Worker's Compensation # W;tYY�M V�2 l In A L CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /i'I a 54J) it4- do SIGNATURE /T� DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED f I� MAP/PARCEL NO. 's ADDRESS VILLAGE OWNER L DATE OF INSPECTION: FOUNDATION FRAME INSULATION r ' FIREPLACE ELECTRICAL: ROUGH FINAL l PLUMBING: ROUGH FINAL GAS: ROUGH - � FINAL FINAL BUILDING DATE CLOSED,OUT ASSOCIATION PLAN NO. Y . y The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name(Business/Organization/Individual): O/Z Address: F(-Or)r— ISC. City/State/Zip: W _8&br'O Pb jM Phone.#: 5 0 S 9 40 3Q3 O Are you an employer? Check the appropriate box: Type of project(required): 1.WI am a employer with . a 4. 0 I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. ❑New construction ..2.0 I am a sole proprietor or'partner-' listed on the-attached sheet. T. [ cmodeling ship and have no employees These sub-contractors have 8. 'D Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition [No workers'.comp.-insurance comp. insurance. required.] 5. We are a corporation and its 10.�Electrical repairs or additions 3.El am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself.[No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 1311Other comp. insurance required.] 'Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: G U(*C $ G ro U p Policy#or Self-ins. Lic. M W-ZVV COD (0 Expiration Date: O Job Site Address: �. 9 L /V O R-n4 SL City/State/Zip: /� y,4h 0 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of crimifial penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine. of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the'Office of Investigations of the DIA for insurance coverage verification. I do hereby certify Orlin, r the pains and penalties ofperjury that the information provided abave is true and correct Signature: Date: 7 O Phone#: 50 P qq0 �5 0 30 Official use.only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Contact Person: Phone#: Information and Ins' ttnctions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their.employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, expressor implied,li oral or written." An employer is defined as"an individual,partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or tfustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable.evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the Commonwealth nor any of its political subdivisions shall . enter into any contract for,the performance of public work until acceptable evidence of compliance vizth the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-coutiactor(s)name(s),-addresses)and.phone number(s) along with their certificate(s)of insurance. Limited Liability Companies.(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter t6ir self-insurance license number on the appropriate line. City or Town Officials that the affidavit is co lete'and printed legibly. The Department has provided a space at the bottom Please be sure Pl mP P of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant 'should write"all locations in (city or town)..".A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Wlicre a home owner or citizen is obtaining a license or permit not related to any business orcommercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to.thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of Massachusetts Ddpartnaent of Industrial Accidents Office of Iavestigati.Qns, 600 Washington Street Boston,MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia l0 CERTIFICATE OF LIABILITY INSURANCE DADD/YYYY) 5/4/24/2009 ,flR (508) 995-4553 FAX: (508)995-4525 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION _via & Company Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR JO Faunce Corner Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Building 100 Suite 120 Dartmouth MA 02747 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:NOrGuard William Street Corporation INSURER B: 100 N. Front Street INsuRERc: INSURER D: ,New Bed Ord MA 02740 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OFSUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICYEFFECTIVE POLICY EXPIRATION LTR NSR0 TYPE OF INSURANCEPOLICYNUMBER LIMITS GENERAL LIABILITY EACH OCCURRENCE $ RENTED—— lj:—c:Olm MERCIAL GENERAL LIABILITY DA A PREMISES Ea occurrence) $ CLAIMS MADE � OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS=COMP/OP AGG .$ POLICY PRO- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) : $ l ALL OWNED AUTOS BODILY INJURY r (Per person) SCHEDULED AUTOS s s . HIRED AUTOS BODILY INJURY hip NON-OWNED AUTOS w ',: ,: it � (Per accident) ° 3 PROPERTY6AMAGE4 r �x�i4fi i (pW;'eciden 1 `AUTO ONLY;,EA ACCIDENT Z,$ ' � GARAGE LIABILITY +� IM ANY AUTO AA OTHER THAN AUTO ONLY:, . AGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION X WC STATUS RY LIMITS O R AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE a E. EACH ACCIDENT $ 100,000 . OFFICER/MEMBER EXCLUDED? (Mandatory in NH) IWC905648 4/25,/20O 4/25/2010 E .DISEASE-EA EMPLOYE $ 100,000 If as,describe under SPECIAL PROVISIONS below L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION William Street Corporation DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN 100 N. Front Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL LACORD ew Bedford, MA 02740 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE � Linda Patistea/LP /it�ilt� f setT�� ;1 5(2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved0901) The ACORD name and logo are registered marks of ACORD TOWN OF.,BARNSTABLE BUILDING PERMIT AP Parcel,':"-,`Mapcoo cation*# 114 CA%A(-. Vic Health-Division ate Issued , Conservation.Division Application Planning Dept, '.Permit Fee Date Definitive Plan Approved by Planning Board Historic OKH Preservation Hyannis Project Street Address Soo /V*//v :SO Village Add .4 t Alf r I IQM Cot- C Owne O Address /06 Telephone 0 b b Permit RequestC)U Square feet: 1 st floor: existing L9—HPI/roposed _dj bd floor: existing--AZL+proposed Total new Zoning District Flood Plain Groundwater Overlay Pr,pject Valuation 5:1000 -Construction Type Lot'Size 31 1 r7*C Grandfathered: Ll Yes Colo If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family U Multi-Family (# units) c6xme"Cla-0 Age of Existing Structure &0 Historic House: Ll Yes UKo On Old King's Highway: LJ Yes Ll No Basement Type: Cull 0 Crawl LJ Walkout LJ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing Alh new Half: existing new Number of Bedrooms: 111A — existing —new Total Room Count (not including baths): existing new First Floor Room Count -Heat Type and Fuel: 91�as LJ Oil Ll Electric LJ Other Central Air: &'�es LJ No Fireplaces: Existing /1/1* New Existing wood/coal stove: Ll Yes 3'Ko Detached garage: U existing U new size—Pool: Ll existing Ll new size Barn: LJ existing Ll new size Attached garage: L3 existing U.new size —Shed: LJ existing Ll new size Other: Zoning Board of Appeals Authorization Ll Appeal # Recorded LJ Commercial E(Yes LJ No If yes, site plan review# Current Use RGr,41'.- Proposed Use o,cr CC X) bVvt Co APPLICANT INFORMATION 0 (BUILDER OR HOMEOWNER) Name M _V/� S Telephone Number 50 P 9q 0 30 30 Address A/. rior,)r 5T License#_ 14EVV belro&-D IVIA C?;2*YQ Home improvement Contractor# Worker's Compensation # WIWCOO P-7-/G ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO A41-16D .V-4sre 56rl;/)ceS SIGNATURE X&I------- DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP PARCEL NO. ADDRESS VILLAGE OWNER _ DATE OF INSPECTION: FOUNDATION FRAME R _ INSULATION it FIREPLACE ELECTRICAL`' ROUGH FINAL PLUMBING:' ROUGH FINAL l-GAS `Y'} ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. < SC3 I y " • . The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information c Please Print Legibly Name(Business/Organization/Individual): V (7 r Address: 100 0 9: '"Frt9-(L-6 SC City/State/Zip: d6K) R)G D ET)LI) MA Phone.#: Are u an employer? Check the appropriate box: 'Type of project(required): 1.I+1J I am a employer with _ 4. ❑ 1 am a general contractor a.-td I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction .2.❑ I am a sole proprietor or partner-' listed on the attached sheet. 7.. Vemodeling ship and have no employees These sub-contractors have 8. ❑Demolition workingfor me in an capacity. employees and have workers' Y P ty $ 9. ❑Building addition [No workers'-comp. insurance comp. insurance. 10. Electrical repairs or additions required.] 5. ❑ We are a corporation and its ❑ P 3.❑ I am a homeowner doing all work officers have exercised their I I.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] "Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 07)0 Ira 1�:D S, f O LV? Policy#or Self-ins.Lic.#:W W C00 z �P Expiration Date: L4 l Z Job Site Address: 1 .Q I JV O R- -i �S( City/State/Zip: 14`t'A JJ A) IS . Wl C�at�O Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the ains and penalties of perjury that the information provided above is true and correct signafore: Date: 3O 0 Phone M cJ q ct C> 3 O O Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health '2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their.employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance' - requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contiactor(s)name(s),-address(es)and.phone number(s) along with their certificate(s)of insurance. Limited Liability Companies.(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit(license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under`Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to.thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents office of Investigations. 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22.06 www.mass.gQv/dia i CERTIFICATE DATE(MMIDD/YYYY) OF LIABILITY INSURANCE 5/4/2009 PRODUCER (508)995-4553 FAX: (508)995-4525 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION - Sylvia & Company Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 500 Faunce Corner Road HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Building 100 Suite 120 Dartmouth MA 02747 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:NorGuard William Street Corporation INSURER 8: 100 N. Front Street INSURERC: INSURER D: New Bed ord MA 02740 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OFSUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADD' POLICY EFFECTIVE POLICY EXPIRATION LTR N PE INSURANCE POLICY NUMBER DA E M/D D DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ CLAIMS MADE OCCUR MED EXP(Any one person) $ PERSONAL 8 AD V INJURY $ GENERAL AGGREGATE $ GE_N'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS , (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) i PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ + A WORKERS COMPENSATION X WCSTATU- OTH - AND EMPLOYERS'LIABILITY Y/N "' ER ANY PROMEMBER/EXCLUDR/EXECU".7❑ E.L.EACH ACCIDENT $ 10O 000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) WIWC905648 4/25/2009 4/25/2010 E.L.DISEASE-EA EMPLOYE $ 100 OOO If yes,descnbe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION William Street Corporation DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN 100 N. Front Street New Bedford, MA 02740 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE �,�p � � Linda Patistea/LP <7�- ACORD 25(2009101) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025(200901) The ACORD name and logo are registered marks of ACORD IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. { .ACORD 25(2009/01) INS025(200901) �^ Massachusetts Department of Environmental Protection Bureau of Waste Prevention . Air Quality 1100088044 Decal Number BWP AQ 06 Notification Prior to Construction or Demolition Important: A. Applicability When filling out pp y forms on the computer,use only the tab key A Construction or Demolition operation of an industrial, commercial, or institutional building, or to move your residential building with 20 or more units is regulated by the Department of Environmental Protection cursor-do not use the return (DEP), Bureau of Waste Prevention -Air Quality Control Regulations 310 CMR 7.09. Notification of key. Construction or Demolition operations is required under 310 CMR 7.09 (2)ten (10) days prior to any work being performed. The following information is required pursuant to 310 CMR 7.09. r�s B. General Project Description 1. a. Is this facility fee exempt-city, town, district, municipal housing authority, owner-occupied Instructions residence of four units or less? ❑Yes ❑✓ No 1.All sections of b. Provide blanket decal number if applicable: this form must be Blanket Decal Number completed in order to comply with the 2. Facility Information: Department of WILLIAM ST CORP Environmental Protection a.Name notification 1181 NORTH ST requirements of b.Address 310 CMR 7.09 HYANNIS MA 02601o. �— ICI City/Town d State e.Zi Code (508) 990-3030 1 1bsri00@comcast.net f.Tele hone Number area code and extension . E-mail Address(optional) 19,347 ri h.Size of Facility in Square Feet i. Number of Floors j. Was the facility built prior to 1980? ✓❑ Yes ❑ No k. Describe the current or prior use of the facility: RETAIL FURNITURE STORE I. Is the facility a residential facility? ❑ Yes ❑✓ No o m. If yes, how many units? Number of Units -° 3. Facility Owner: =N WILLIAM ST CORP .moo a.Name 0 100 NORTH r RONT ST b.Address ID NEW BEDFORD MA 02740� Ci S Z Code -o (508) 990-3030 bsr100@comcast.net f.Telephone Number(area.code and extension) .E-mail Address(optional). / JOHN CORRIEA Q h.Onsite Manager Name ag06.doc•10/02 BWP AQ 06-Page 1 of 3 Massachusetts Department of Environmental Protection _ ' Bureau of Waste Prevention . Air Quality 1100088044 (, BWP AQ 06 Decal Number Notification Prior to Construction or Demolition General Statement: If B. General project Description (cont.) asbestos is found during a Construction or 4. General Contractor: Demolition WILLIAM ST CORP operation,all responsible parties a.Name must comply with 100 NORTH FRONT ST 310 CMR 7.00, b.Address and 02740 Chapter Chapterer 21 E of the NEW BEDFORD MA General Laws of c.Cit /Town d.State e.....Zip Code the Commonwealth. (508) 990-3030 This would include, f.Telephone Number area code and extension .E-mail Address(optional) but would not be limited to,filing an IJOHN CORRIEA asbestos removal h.On-site Manager Name notification with the Department and/or a notice of releasefthreatof release of a C. General Construction or Demolition Description hazardous substance to the 1. Construction or demolition contractor: Department,if applicable. NA a. Name NA b.Address NA INA NA c.City/Town d.State e.Zip Code f.Telephone Number area code and extension . E-mail Address(optional) NA h.On-site Manager Name 2. On-Site Supervisor: NA On-Site Supervisor Name 3. Is the entire facility to be demolished? ❑- Yes [] No N 0 4. Describe the area(s) to be demolished: 0 INTERIOR REMOVAL OF CARPET, CEILING AND COUNTER N O — 10 5. If this is a construction project, describe the building(s) or addition(s) to be constructed: NA �0 ag06.doc-10/02 BWP AQ 06-Page 2 of 3 Massachusetts Department of Environmental Protection ' Bureau of Waste Prevention . Air Quality 100088044 BWP AQ 06 Decal Number Notification Prior to Construction or Demolition C. General Construction or Demolition Description (cont.) 6. a. If this is a demolition project, were the structure(s) surveyed for the presence of asbestos containing material (ACM)? ❑ Yes ❑✓ No If yes, who conducted the survey? b.Survevor Name c.Division of Occupational Safety Certification Number 7. Construction or Demolition: 05/19/2009 —� �06/18/20 19 a.Start Date(mm/dd/yyyy) b. End Date(mm/dd/yyyy) 8. a. For demolition and construction projects, indicate dust suppression techniques to be used: ❑ seeding ❑ paving ❑ wetting ❑ shrouding b. If other, please specify: ❑ covering ❑✓ other INTERIOR ONLY 9. For Emergency Demolition Operations, who is the DEP official who evaluated the emergency? a.Name of DEP Official b.Title c. Date mm/dd/ of Authorization d.DEP Waiver Number _ D. Certification I certify that I have examined the PAUL BISHINS o above and that to the best of my a.Print Name o knowledge it is true and complete. �— The signature below subjects the b.Authorized Signature N signer to the?eneral statutes IPARTNER �-0 regarding a false and misleading c.PositionTritle O statement(s). WILLIAM ST CORP d.Representing e.Date(mm/dd/yyyy) 9_�o Q ag06.doc•10/02 BWP AQ 06•Page 3 of 3 metroP . q' • 285 BILLERICA ROAD i S THIRD FLOOR )it .. CHELMSFORD, MA ('.. I 01824 TEL (978)'244-7200 L' FAX (978) 244-7240 ,Yv"u— Uhwl 1*1 it If HYNO013A N— ADVANCED ENGINEERING Development °GROUP, P.C. Civil E e mmo°ira0ons 181 N. STREET HYANNIS RT � °�°°" E,sr""DENCE•RI U914 PH:401-]54-I40° 181 NORTH STREET HYANNIS, MASSACHUSETTS 02601 it OF u4s �G BARNSTABLE COUNTY :a MARL R. CHRETIEN r CIVIL No.40313 SITE TYPE: BACKHAUL INSTALLATION WITHIN EXISTING STRUCTURE �9� sTEa r ENGI ER/LAND SURVEYOR IT IS A VIOLATION OF LAW FOR ANY PERSON, SITEINFORMATION VICINITY MAP APPROVALS UNLESS THEY ARE ACTING UNDER THE DIRECTION OE A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PROPERTY OWNER: WILLIAM STREET CORPORATION SCALE' NTS LANDLORD: 100 N.FRONT STREET REVISIONS NEW BEDFORD,MA 02740 .i'� 4 N FIELD CONST.MGR: TOWER OWNER: N/A • �'jp. ,k. •� RF ENGINEER: TOWER OWNER SITE ID: N/A - i -•;: Gp SITE ACQUISITION AGENT: Q• ��'APPLICANT: METRO PCS ARCHITECT/ENGINEER: ��, �. k :S�' �':� 285 BILLERICA ROAD - CHELMSFORD,MA 01824 .�•—^'' - f"s. (978)zaaa000 14 's . SHEET INDEX SITE ADDRESS: 181 NORTH STREET o 6 SL ``' DWG. DESCRIPTION REV. 0 02/12/13 ISSUED FOR REVIEW HYANNIS,MA02601 I e L -. REV. # DATE DESCRIPTION COUNTY: BARNSTABLE - `i.• ' �� `•� T-1 TITLE SHEET 0 PROJECT NO. DESIGNED BY: MRC SCALE. LATITUDE: N 41°39'06.0732" SITE. GN-1 GENERAL NOTES 0 Hreaol.0 DRAWN BY: BDJ as sFlowN LONGITUDE: W 70°17'17.75D4" CHECK'D BY: MRC ZONING CLASSIFICATION: HYANNIS VILLAGE BUSINESS,HVB - P• A-1 PLANS 0 ...` �+�J. A-2 ELEVATION AND RF SCHEDULE 0 SITE NAME: ZONING JURISDICTION: TOWN OF HYANNIS TAX ID PARCEL NUMBER: MAP:308 PARCEL:075 - J.fi A-3 CONSTRUCTION DETAILS 0 ��,�t HYNO013A ARCHITECT/ENGINEER: ADVANCED ENGINEERING GROUP,P.C. -a�P�r !� 1,i .% :' E-1 WIRING&GROUNDING DETAILS 0 - 500NORTH BROADWAY i�3 '"� 181 N. STREET EAST PROVIDENCE,RI 02914 - Cj` �• POWER COMPANY: NSTAR ELECTRIC(COMMONWEALTH) '•� � ` - - HYANNIS RT r ONE NSTAR WAY '• WESTWOOD,MA02090-9z3o < DO NOT SCALE DRAWINGS (888)633-3797 �:" c SITE ADDRESS: TELEPHONE COMPANY: VERIZON •, CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE 181 NORTH STREET 185 FRANKLIN STREET JOB SITE AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE IN BOSTON,MA 02107 Uf11' ' �` BARNSTABLE,MA 02M (800)941-9900 /,r 11ty' - ,. WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR .. ...../.�5 �. .:1� SAME. SITE ACQUISITION MANAGER: KELLIE DUNN - DRAWING TITLE: (978)244-7200 CONSTRUCTION MANAGER: DAVEBEAN DRIVING DIRECTIONS PROJECT DESCRIPTION (978)244-7200 TITLE SHEEP FROM BILLERICA ROAD TAKE RAMP RIGHT FOR US-3 SOUTH,TAKE RAMP FOR 1-95 NORTH T,AT EXIT 37A,TAKE RAMP 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE OPS CONTACT: MIKE WILBANKS RIGHT FOR 1-93 SOUTH TOWARD BOSTON,KEEP LEFT ONTO SR-3/PILGRIMS HIGHWAY SOUTH,KEEP STRAIGHT ONTO US-44 TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR (978)244-7280 SOUTH,STAY STRAIGHT ONTO SR-3 SOUTH,ROAD NAME CHANGES TO US-6/MID-CAPE-HIGHWAY,AT EXIT 6,TAKE RAMP SERVICE. RIGHT FOR RT-132 SOUTH TOWARD BARNSTABLE/HYANNIS,BEAR RIGHT ONTO SR-132/IYANNOUGH ROAD,BEAR RIGHT 2. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. DRAWING N0: ONTO BEARSES WAY,KEEP LEFT TO STAY ON BEARSES WAY,ROAD NAME CHANGES TO HIGH SCHOOL ROAD EXT.,TURN 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. RIGHT ONTO NORTH ST 4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. S. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. T_ 6. METRO PCS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF I ` ONE TRIP PER MONTH AT ONE HOUR PER VISIT. GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES: ELECTRICAL INSTALLATION NOTES: _ 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: - 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301. ACI 318, ACI 336, ASTM A184, 1. WIRING, RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS CONTRACTOR - METRO PCS ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. OF THE NEC AND TELCORDIA. - '� SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) - " .6 liffia dibselK OWNER - METROPCS MASSACHUSETTS, LLC 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RE AND OEM - ORIGINAL EQUIPMENT MANUFACTURER NOTED OTHERWISE. A HIGHER STRENGTH (40OPS1) MAY BE USED. ALL CONCRETE WORK SHALL BE IN TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO ACCORDANCE WITH THE ACI 381 CODE REQUIREMENTS CONTRACTOR FOR APPROVAL. 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE 285 BILLERICA ROAD TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60„DEFORMED UNLESS NOTED 3.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THIRD FLOOR ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC THE NEC AND TELCORDIA. CHELMSFORD, MA BROUGHT TO THE ATTENTION OF CONTRACTOR. UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD,UNO. 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. 01824 BE IN STRICT ACCORDANCE WITH ALL - 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL 5. EACH END OF EVERY POWER, GROUNDING,AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH TEL (978) 244 7200 APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV FAX (978) 244-7240 NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF SHOWN OTHERWISE ON DRAWINGS: ANY PUBLIC AUTHORITY REGARDING CONCRETE CAST AGAINST EARTH........3 IN. PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC& OSHA,AND MATCH THE PERFORMANCE OF THE WORK. .CONCRETE EXPOSED TO EARTH OR WEATHER: EXISTING INSTALLATION REQUIREMENTS. 6 AND LARGER ..........................2 IN. 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL 5 AND SMALLER & WO ............OR IN. A ORDINANCES AND APPLICABLE REGULATIONS. RAND ' INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION OR EQUAL. PHASE CONDUCTOR SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, CONCRETE NOT EXPOSED TO EARTH OR WEATHER TAPE (3M B ft ) OR NOT CAST AGAINST THE.CROUND: � COLOR CODES SHALL CONFORM WITH THE NLU & OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TU SHOW OUTLINE ONLY. SLAB AND WALL .........................../a IN. BEAMS AND COLUMNS ................1)¢ IN. i 7.ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS.ALL ADVANCED 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION,WIRE CONFIGURATION, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, LINO, IN ACCORDANCE POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E.. PANELBOARD AND CIRCUIT ID'S), ENGINEERING GROUP, P-C. DRAWINGS. WITH ACI 301 SECTION 4.2.4. 1 Civil Engineering-Site Development Surveying- 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE Telecommunications 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. soonomH13- MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN pPHTaiw M4-2�ionti RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S 9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. rue 4m-633-6354 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL 10. POWER, CONTROL,AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE STAINLESS STEEL OR HOT DIPPED (#34 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSFT/REDHEAD OR APPROVED EQUAL. FOR 90-C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. - UNLESS OTHERWISE SPECIFIED. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. 7. CONCRETE CYLINDER TEST IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. 50 CUBIC YARDS 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#6 AWG OR jM OF&4 1-0. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING (1BP6.2.3) IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE SUPPLIER; RATED FOR 90-C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM a AND STRUCTURES, ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE (A) RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE SUPPLIERS PLANT. USED, UNLESS OTHERWISE SPECIFIED. SATISFACTION OF THE OWNER. (8) CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. - C� MARC R. f FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE �+ CHRETIEN 4 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS CONDUCTOR #3 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED 8. AS AN ALTERNATIVE TO ITEM 7. TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR CIVIL SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. EVERY 50 YARDS OF CONCRETE FROM EACH DIFFERENT BATCH PLANT. 13. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR,TYPE TC 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 9. EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED, CABLE (b34 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE No.40313 UNLESS IT IS VERIFIED BY CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. RATED FOR 90-C (WET AND DRY) OPERATION;WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION 13. THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE USED, UNLESS OTHERWISE SPECIFIED. AEA` SUBCONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, STRUCTURAL STEEL NOTES: 14.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER WIRENUTS BY THOMAS AND SETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO ' t THE CONTRACT. - 1. ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE DRAWINGS AND METRO PCS SPECIFICATION 25252-000-3PS-GET-00001 UNLESS OTHERWISE NOTED. STRUCTURAL STEEL LESS THAN 75-C (90'C IF AVAILABLE). 14. SUBCONTRACTOR SHALL NOTIFY ADVANCED ENGINEERING GROUP, P.C.48 HOURS IN ADVANCE OF SHALL BE ASTM-A-36 UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS. STEEL DESIGN, 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH EN WEER/ D SURVEYOR POURING CONCRETE OR BACKFILLING TRENCHES, SEALING ROOF AND WALL PENETRATIONS & POST INSTALLATION AND BOLTING SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL DOWNS, FINISHING NEW WALLS OR FINAL ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW. CONSTRUCTION (AISC) "MANUAL OF STEEL CONSTRUCTION". NEMA, UL,ANSI/IEEE,AND NEC. IT IS A VIOLATION OF LAW FOR ANY PERSON, 15. CONSTRUCTION SHALL COMPLY WITH METRO PCS SITES. 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. UNLESS THEY ARE ACTING UNDER THE DIRECTION AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER 17. ELECTRICAL METALLIC TUBING(EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR OF A LICENSED PROFESSIONAL ENGINEER, 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 9TH EDITION. PAINTED SURFACES SHALL BE i0 ALTER THIS DOCUMENT. RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE TOUCHED UP. VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO INDOOR LOCATIONS. REVISIONS ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 3. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (/4"0) AND SHALL HAVE MINIMUM 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC 17. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY OF TWO BOLTS UNLESS NOTED OTHERWISE. CONDUIT(RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE Sie",DIA. ASTM A 307 BOLTS UNLESS - 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT(IMC) SHALL BE USED FOR OUTDOOR LOCATIONS EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO. WORK SHOULD BE SCHEDULED FOR AN NOTED OTHERWISE. ABOVE GRADE. APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. MUST BE TAKEN WHEN WORKING 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN 20. RIGID NONMETALLIC CONDUIT(I.E.. RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE 18. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONSREC AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. OMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO THE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN EQUIPMENT MUST SHOULD BE SHUTDOWN PRIOR TO MANUFACTURERS RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RE EXPOSURE REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. MONITORS ARE TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN 21. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT(LIQUID-TITE FLEX) SHALL BE USED INDOORS AND SITE WORK GENERAL NOTES: MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. STEEL OR HOT DIPPED GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF APPROVED EQUAL. 0 02/12/13 ISSUED FOR REVIEW LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. CONSTRUCTION. 6. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW & APPROVAL ON PROJECTS. REV. # DATE DESCRIPTION REQUIRING STRUCTURAL STEEL 23. CABINETS, BOXES,AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE WITH NEMA, UL, ANSI/IEEE, AND NEC. ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR PROJECT N0. DESIGNED BY: MRC SOALE 7. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. 24. CABINETS, BOXES,AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. HYNDDtaA DRAWN 8Y: BD1 AS SHOWN EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING SOIL COMPACTION NOTES FOR SLAB ON GRADE: I CHECK'D BY: MRC PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE 25. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN _ WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL);AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 313 SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. PLACE CRUSHED STONE AS REQUIRED. (OR BETTER) OUTDOORS. SITE NAME: 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE HYN0013A TECHNICIAN OR ENGINEER IS ACCEPTABLE. EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50,AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R(OR BETTER) OUTDOORS REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 3. AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION, THE "UNDISTURBED SOIL' BASE SHALL 181 N. STREET 5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS BE COMPACTED WITH "COMPACTION EQUIPMENT", LISTED BELOW, TO AT LEAST 90% MODIFIED PROCTOR 27. METAL RECEPTACLE, SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON- MAXIMUM DENSITY POER ASTM D 1557 METHOD C. CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) EQUIPMENT AND TOWER AREAS. HYANNIS RT FILL PLACED ON FROZEN GROUND. FROZEN MATERIALS, 4. COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED. PROVIDE 6"-MINIMUM CRUSHED STONE OR INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 6. NO FILL OR EMBANKMENT MATERIAL SHALL GRAVEL COMPACTED IN 3" LIFTS ABOVE COMPACTED SOIL. GRAVEL SHALL BE NATURAL OR CRUSHED WITH 28, NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;AND SNOW OR ICE SHALL NOT BE PLACED IN ANY FLL OR EMBANKMENT. 100% PASSING #1 SIEVE. RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS, 7. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO SITE ADDRESS: FINISHED SURFACE APPLICATION. 5. AS AN ALTERNATE TO ITEMS 2 AND 3, THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED 29.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR VIBRATORY PLATE COMPACTOR (SUCH AS BOMAG BPR 30/38) OR HAND-OPERATED SINGLE DRUM BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 181 NORTH STREET B. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE VIBRATORY ROLLER (SUCH AS BOMAG BW 55E). AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND BARNSTABLE,MA 026Q WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND COMPACTED AS STATED ABOVE.OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. WORK, SUBJECT TO THE APPROVAL OF ENGINEERING, OWNER AND/OR LOCAL UTILITIES. COMPACTION EQUIPMENT: DRAWING TITLE: 1. HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR JUMPING JACK 31.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC 9. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO COMPACTOR. AND ALL APPLICABLE LOCAL CODES. PREVENT EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. 32. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO GENERAL NOTES CONSTRUCTION NOTES: EQUIPMENT IS NOT BLOCKED. 10. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE 1. FIELD VERIFICATION: , -. WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, METRO PCS MONOPOLE PLATFORM LOCATION AND ANTENNAS TO BE REPLACED. 11. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE METRO PCS SPECIFICATION FOR SITE SIGNAGE. 2. COORDINATION,OF WORK: - DRAWING NO.' SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. GN 3. CABLE LADDER RACK: 'SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, AND CONDUIT ASREQUIREDTO SUPPORT CABLES TO THE NEW BTS LOCATION. HALF SIZLNOTEDSCALE 1'YtrOF��C . THIS DRAWINGLE s • *. AT HALF THE -'Unwhit-YOuftbiti 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA 01824 TEL (978) 244-7200 FAX (978) 244-7240 E)BUILDING (E)METROPCS EQUIPMENT ROOM AT - /� BASEMENT LEVEL.9'-0"05-0"(135 - SQ. FT.)LEASE AREA ADVANCED ENGINEERING GROUP, P.C. CMI Engineering-Silo Development Surveying- Telmommunicolons 500 N—BRI—Y E PRPNOENCE.RI 0-4 ' PH:wl-J5H-2NOJ PNf:w1-s5s-sss. (P)RADIO UNIT TO BE INSTALLED WITHIN (E)ERICSSON CABINET ---77 FO OF JI14,f. oaa MARC CHRETIEN r' I CIVIL I i No.4031 f0Is O EN NEER/LAND SURVEYOR �O IT 15 A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, -- 00 TO ALTER THIS DOCUMENT. (E)METROPCS PANEL ANTENNAS MOUNTED WITHIN (E)STRUCTURE BEHIND(E)FIBERGLASS SHEATHING(4 SECTORS, 2 PER 2 SECTORS&1 REVISIONS PER 2 SECTORS, TOTAL OF 6) (P)(2)3/8"0 CABLES TO FOLLOW(E)CABLE RUN 'gl<SH O-1 A LfH 0 02/12/13 ISSUED FOR REVIEW FIfffy REV. # DATE DESCRIPTION 4 PROJECT N0. DESIGNED BY: MRC SCALE: BDJ ® HYNO013A DRAWN BY: AS SHOWN 14 CHECK'D BY: MRC SITE NAME: SECTOR D AZ 0 O 00 cECTOR B .240' AZ HYNO013A TRUE NORTH 181 N. STREET PARTIAL ROOF PLAN - HYANNIS RT q_1 : 8 1'-0" / ®SCALE 3 '= � 0' 1' 4" 2• 8" 5' 4" 8' 0" _ _— rlsti SITE ADDRESS: 9 0 181 NORTH STREET 9�- BARNSTABLE,MA 02648 (E)METROPCS E911 GSM/GPS__z (P) MEDISH ANTENNA DISHBE MOUNTED ANTENNA D DRAWING TITLE: ANTENNA MOUNTED TO(E) (P)PIPE MOUNTS WITHIN (E)STRUCTURE STRUCTURE BEHIND(P)FIBERGLASS SHEATHING PLANS y RUE NORTH 2 ANTENNA PLAN LEGEND A 1 SCALE t'-1 DRAWING N0: (F)=FUTURE - A- 1 (E)=EK15R - 0' 1'-4" 2'-8" 5'-4" 8'-0" (P)=PROPOSED - (AGQ=ABOVE GROUND LEVEL HALF SIZE PRINT 1' THIS DRAWING IS SCALEABLE AT HALF THE NOTED SCALE metroPCS Unlimit Youfi rself: OF(E)ANTENNAS ELEV.=60.5't AGL. _ 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA 01824 TEL (978) 244-7200 FAX (978) 244-7240 r -�-- ' - - - - ------ CE OF(E)METROPCS PANEL ANTENNAS=47.5'1 AGL i, AADVANCED --� ENGINEERING GROUP, P.C. 1 1 CMI Engineering-She Development Surveying- ' - Tel —uniw6on9 500 NOHIH BROIDW4V FIST PROM-E "RI 02914 I l.1 T.• `H:q01-J54-340J (E)METROPCS PANEL ANTENNAS ' ' MOUNTED WITHIN(E)STRUCTURE BEHIND FIBERGLASSCL OF(P)DISH ANTENNAS ELEV=45.5't AGL E D(E) _ SHEATHING(4 SECTORS,1 PER lei- SECTOR, r TOTAL OF 4) ' � N OF N4s��G MARCR. CHRETIEN r CIVIL No.4 ' (P)(2)3/8"0 CABLES TO 9 �� ' I _1-- ------ -----L_ �___.-__ - - ---_----__-'LnJ-I ' FAND TO BE OLLOW(E)CABLE RUN,B 0� i- .._ (P) TY-WRAP '-0 ENGINE NA EN D ER/LAND SURVEYOR IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. III I I I al I I � II � REVISIONS x �5 (P)METROPCS( 1'DISH ANTENNA AND(1)2' 4•_D•t DISH ANTENNA 7(E) TO BE MOUNTED TO PIPE TOWER FRAMING 0 02/12/13 ISSUED FOR REVIEW MOUNTS WITHIN(E)STRUCTURE BEHIND D(P) \ \ \ \ \\\�\\\�\\\�\ \�\\\�� FIBERGLASS SHEATHING REV. DATE DESCRIPTION PROJECT 10. I DESIGNED BY: ARC SCALE: HYN00134 DRWN BY: CHECN'0 BY: MRC AS SHOWN \.\\\\ \\��\��\\��\\�\\\��\\��\\��\\��\\ SITE NAME: HYNO013A 181 N. STREET � � � HYANNIS RT GROUND ELEV.=0'-0"AGL \\\\\\\\\\��\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\�� \��\�\\�\\ --------------------------- SITE ADDRESS: 181 NORTH STREET (E)METROPCS EQUIPMENT ROOM AT BASEMENT��\ B,ARNSTABLE,NIA 02648 LEVEL,9'-0"05"-0"(135 SQ.FT.)LEASE AREA� I MICROWAVE DISH ANTENNA INFORMATION DRAWING TITLE: AZIMUTH LINK MICROWAVE RAD CTR, MFG MODEL RADIO MODEL CABLE COAX LENGTH ELEVATION AND RF SCHEDULE SIZE (FT) AGL 111.92' HYN0040 1'0 45.5't ERICSSON ANT2 0.3 28 HP (TR) TN28/2X 131T/16X-50 RC-8 100't PARTIAL ELEVATION LEGEND A_2 SCALE 174=1-0 DRAWING N0: 284.41' HYN0016 2'0 45.5't ERICSSON ANT2 0.6 28 HP (TR) TN28/2X 131T/16X-45 RG-8 100't (F)=FUTURE(E)=EXITING A-2 p' 2' p" 4'_0" g'_p" 12'_0" (P)=PROPOSROPOSED (AGL)=ABOVE ' GROUND LEVEL (P)1/2"0 U-BOLT WITH HEAVY (P)L3x3x1/4"ANGLE, TYP. HEX NUTS,HARD AND LOCK - i WASHERS, TYP. t \�/ - rc r�etroP V E)W4 HORIZONTAL PERIMETER BEAM _ ' OLT WITH WITHTIN(E)STRUCTURE,TYP. (P)L3x3xi/4"ANGLE HEAVY 2HEX ANUTS BAND LOCK .uhWhit Y6 ----ki e WASHERS, TYP. ® _ 285 BILLERICA ROAD PROP.Pizoto — — THIRD FLOOR 3 CHELM0SFO RD, MA FAX (978) 244-72440 9" 3 SECTION A-3 SCALE: 1-1/2"=1'-O" _ C CADVANCED P11 5.62 ENGINEERING GROUP, P.C. SIDE ELEVATION FRONT ELEVATIONV (P) 1/4"0 STEEL BOLTS, Tl Engineering-SlteDevelopmentSurvgng- Telecommmi.one l'—O"O.C.TYP. Rw e9aemre. FAR P-ENCE.RI D2914 PROP.PT2010 (P)2"0 I vuk:4401-.- MOUNTING PIPE o (P)3/4"THICK FIBERGLASS SHEATHING �OF N�scy G 26.1B" o�� MARC R. ISOMETRIC CHRE 1EN a/ PT2010 NOT SHOWN FOR CLARITY - BE 2'0 MICROWAVE ANTENNA, TO CIVIL BE MOUNTED TO 2"0 PIPE No.4, 13 3 �2' MICROWAVE ANTENNA DETAIL A-3 NTS (E)METROPCS PANEL ANTENNAS NGINEER ND SURVEYOR MOUNTED WITHIN(E)STRUCTURE Ll IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, SIDE VIEW TO ALTER THIS DOCUMENT. (P) 1/4"0 STEEL BOLTS, REVISIONS �2'0 MICROWAVE ANTENNA MOUNT 1'-0"G.C. TYP. A-3 SCALE: 1"=1'-0" (P) 1/4"0 STEEL BOLTS, 0' 0'-6" V-0" 2'-0' 3,_0' V-0"O.C. TYP. (E)3/4"THICK FIBERGLASS SHEATHING 4'-0"t (P)3/4"THICK FIBERGLASS ISOMETRIC SHEATHING PT2010 NOT SHOWN FOR CLARITY _ _ ---- 3 ® 0 02/12/13 ISSUED FOR REVIEW RDP.PT2010 A_3 REV. # DATE DESCRIPTION KJ TN0. DESIGNED BY: MRC SCALE: P 2-0 MICROWAVE IttNootaA : EASSHOWN ( ) CHECK'D BY: MRC " O ANTENNA,TO BE MOUNTEDTO 2"0 PIPE (P)1'0 MICROWAVE ANTENNA, TO PSITE NAME: BE MOUNTED TO 2"0 PIPE (P)3/4"THICK FIBERGLASS O HYNO013A :/ SHEATHING 15.D4'. 181 N. STREET SIDE ELEVATION FRONT ELEVATION HYANNIS RT (P)L3x3x1/4"ANGLE ANTENNA,1T0 MICROWAVE SITE ADDRESS: • ANTENNA, TO BE MOUNTED TO 2"0 PIPE 181 NORTH STREET PROP. PT2010 - - (P) 1/2"0 U-BOLT WITH HEAVY BARNSTABLE,MA 02648 HEX NUTS,HARD AND LOCK--Iu wnsHERs, TYP. DRAWING TITLE: 4.63" / SIDE VIEW CONSTRUCTION DETAILS _ ® 6 V0 MICROWAVE ANTENNA MOUNT 10.25" A-3 SCALE: 1-1/2"=1'-O" 17.28" DRAWING N0: V DISH ANTENNA DETAIL 4'-D^t (E)3/4" THICK FIBERGLASS 0' 0'-4" D'-8" V-4" 2'-0" A_3 NTS MICROWAVE ANTENNA MOUNT PLAN SHEATHING A-3 NTS ' U-limit-Yourself 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA (P)MICROWAVE ANTENNA MOUNTING 01824 (P)MICROWAVE ANTENNA PIPE TEL (978) 244-7200 GROUND #6 GROUND KIT AWGFROM ANTENNA CABLE FAX (978) 244-7240 II (P) #2 AWG TINNED SOLID COPPER GROUND LEADS a GROUND BAR ON WALL,FLOOR- - - OR ON ANTENNA TOWER N- ADVANCED ENGINEERING GROUP, P.C. (P)COAX CABLE GROUND CMI Englneedng;Slte Development Surveying- KIT(AS REO�D) Telecommunications O C O O O O 500.1-ECIIT 03911 UST P1- NE.RBRE.el V PI%:101-6]J-6]51 o(E)UPPER CIGBEo EXOTHERMIC WELD TO BE USE SWITH ER. #2 AWG BCW TO BUILDING '`tN N.ISS 0 0 0 0 0 0 \ SER.GROUND OR GROUND RING �{. 4, (E)#2 AWG GREEN INSULATED DOWNLEAD TO MGB .—GROUND BARS AT THE BOTTOM OF TOWERS/SELF SUPPORT TOWERS .4� MARC R. SHALL ONLY USE EXOTHERMIC WELDS. p CHRETIEN (P)RC-8 AND/OR DC CIVIL — — POWER/FIBER CABLES I .40311 — — — — — — — — — — — / 2 GROUND WIRE TO CIGBE DETAIL gEQi (E)GROUND BAT AT EQUIPMENT E-1 NITS (P)AMM UNIT TO BE o 0 0 0 0 0 o INSTALLED WITHIN(E) 000000 NGINEER 00 ERICSSDN CABINET /LAND SURVEYOR IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION (E)(2)#2 AWG TINNED SOLID OF A LICENSED PROFESSIONAL ENGINEER, DISH ANTENNA WIRING SCHEMATIC COPPER GROUND LEADS TO(E)MGB TO ALTER THIS DOCUMENT. E-1 NITS REVISIONS NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND 0 02/12/13 ISSUED FOR REVIEW ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. REV. # DATE DESCRIPTION 2 GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. PROJECT No. DESIGNED BY: MRc SEA WN0013A DRAWN BY: BDJ AS SHOWN 3. WEATHER PROOFING SHALL BE TWO—PART TAPE SUPPLIED CHECK'D BY: MRC WITH KIT.COLD SHRINK SHALL NOT BE USED. SITE NAME: 2 112"0 MAX. ,12"TO 24"r HYNO01 3A ANTENNA CABLE . 181 N. STREET TO EQUIPMENT HYAN N IS RT WEATHERPROOFING KIT - _ (SEE NOTE 3) CABLE GROUND KIT SITE ADDRESS: #6 AWG STRANDED COPPER - 181 NORTH STREET GROUND WIRE(GROUNDED TO BAARNSTABLE,MA02648 GROUND BAR)(SEE NOTE 1 &2) DRAWING TITLE: CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE WIRING &GROUNDING E-1 NTS DETAILS DRAWING N0: E- 1 rme _ F A im J�J t — I unlimit Yourself. 285 BILLERICA ROAD THIRD FLOOR CHE MSFORD 01824 ' MA TEL (978) 244-7200 FAX 978 244-7240 Untimit Youl-sl, HYNO013A N- ADVANCEDs x IENR/0'CME 3/TWARNE DOVE 181 N. STREET HYANNIS R� 181 NORTH STREET HYANNIS, MASSACHUSETTS 02601 BARNSTABLE COUNTY `"OF MAAC CHRETINN w OPAL ,rynNa10313 v SITE TYPE: COLOCATION WITHIN FISTING STRUCTURE ENGINEER/LAND SURVEYOR SITE INFORMATION: VICINITY MAP APPROVALS IT IS A VIOLATION of LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. R3 ALTER THE DOCUMENT. ROFEMOWF6t WLLIAW BTRtIETCORPOMTDN WALE NLT3 LANDLAID: 10DKFRWSIRW REVISIONS NN TI®FOFD,W W40 TOWER O MM WA i�D COW.NOIt WENWEIElt rs- IOWBI OWNBI BRE D WA BITE ACOIJI WMASIMP DEM APPL W1: METRDPCB ATICHIlDGBiB r/ 1 � �4h D,IMBLUM' w+ `` �°"5 `` �y SHEET INDEX � 'S I 0 ID9/02/091 ISSUED FOR REVIEW 811TEAD01IIIESS: 181 NOM STREET iy y i•' J IDM. DMIMPfION REV. WAWAMAOa01 y' /` REV. #I DATE I DESCRIPTION COUNTY. BARNSTABLE L LATInm N41•S1r08.018� 'T9( 1 T1 TITLE SHEET 0 FaaEcr Na DEsoRD ae MRc 4 e I 0N1 ( TIILNDTM 0 DRArm er ea AS srawN tDg81R1De W 7W IT 1T.780P L "}� r�Vy~ , 41^' PLDT PL/W 0 cxDDtD er MRc MWE CUMSS rJ1TDN HYANNL9 VLUJIBE B1 8.FIVE _ { '� 3, A 1 00WM D PLM MD EIMATION 0 mNIXII&IS801CTIDtt TITWNOFWANNR y $_ ' 8.1 T3L1 NSITPLAM�8LSRIONB.ANDDETNS 0 SITE NAME: TAXDPA MNUkOR MW..=PATLC�o76 k HYN0013A MTBONA W]MM K^&�68,MD OETAU 0 AFiCFSIB4/B181Mh ADVANC®BJBF LOIIOLP.PC MM MMOtNMS8 M&OEM 0 SITE � ��" �' q HEMOOMYDWM � � r � <- � � La` � � � rr1 aN�OwonAu�r+�eatArooETAss o 1 I CROWN8750 52 p QTADUNM AU 0 POMCMAW f ANNISN OC AQ Yd ECMNJL M0 $ ETt� . OIENSTARWAY WT 61WOOD,MAQEBD1M80 ("easNw 1, DO NOT SCALE DRAUUINGS � � �t �s TB�FIOFECOMPANY VBIImN , y f e SITE ADDRESS: IN FRAMON SWEETCONTRACTOR BFiN LVBIFYlIL1 PLANBAFD D861N0 08BN8gNBAFDCOFDT110NS ON THE JOB 811E 161 NIMM STFIR7 k e' AFD BFWL WAMT&Y NOIIFYTFE PRDJBCTMMM i�IEBEMATNE N WIitI W OF D�ANd� BOYM MAOM07 � HYAM�B,MA�D1 1 BB�OIEPROC�WRNTFEWOMORBEREWON88LEPORBM& BTreAceurenaN WwAme W U f ' ' ` K L'lj�+`s ' �r ar grRucTaN MM uA►vE rEAN �, � �• > >�p PROJECT DESCRIPTI D VI YpPiNi3 FIRE-ttEs uEPARTMd� �JBL47IIOD , x , s HO I.RDAD•TSHEEr OP80ONTACC MOEWILBMSE DRIVING DIRECTIONS 1. TN818ANLlYAW�MDRlET10C1®ACCEM8EMIS"IBNTAFOWaL.BEL BEDII' ITFE �YANN�Sy A �'� ON-= TI W18W8810NOFRIIDIDSO&&FORTHEPUO'08EOFPIIOVI0810PJ=C81"SOMI E FMMBt11EMMADTAIERAi ROff1011L9.180UR1,TAl0 RWMRFiBNONINT.ATEWV&TIYEWMLPRIBFWPORW88M TNISFACMVALLCONMMNOLDNEWER ES131M. TOYDIIDB0810N,F0�18TOMD8R01PlBIrIBFSBFMfAY80UR�F�BIAMBNTOMDUBM80UR18TAY8IRNf RON108R0 P. N0POUBLEWA7ffia PLYISTOBERgN=ATTHIBLDCATM DRAWING N0: SOMROADWAECHANM'rOF PEFSfO W.ATOSTQ�TAIO:RAlEWRFCRR-i329D 1NTOWAD a NOWAefE 06MUBLBEaBB1AT®ATTNIBLOCATFOFL BAANHfABiJFMAFNB,tE11 rAWOMO81M8RIMMW MFRQAD�tE1 FWffONIO WAY.FWL9FTTOSTAYON L NOBOLDWABIEWILLBEBENBUIM A LLYGAGTDN WAY.ROADNMEpWBEIBTOH8418FDOLROADFXT.TUWR1f01TON1ONORTNST 8. METRDPC8M118NIBIAFR"EGEW(FYPICIHLYOFE POW WLLW11EANAVBiKLECFOFETRPPER 6 MIMM AT ONE FIOLN PBLVIBTL T- 1 GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES: ELECTRICAL INSTALLATION NOTES: PCS. 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY: 1.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318.ACI 336,ASTM A184,ASTM A185 AND 1.WIRING, RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS CONTRACTOR- METRO PCS THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE OF THE NEC AND TELCORDIA. Uniimit Younw . SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) 2.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 30DO PSI AT 2B DAYS,UNLESS NOTED 2 SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND • OWNER-METRO PCS � ' OEM-ORIGINAL EQUIPMENT MANUFACTURER OTHERWISE A HIGHER STRENGTH(40OP51)MAY BE USED.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WTIN THE ACI TRANSPORT CABLING TO THE NEW BTS EQUIPMENT.SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO 285 BILLERICA ROAD 381 CODE REQUIREMENTS CONTRACTOR FOR APPROVALTHIRD FLOOR 2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE 3.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY CHELMSFORD. MA WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE 3.REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60.DEFORMED UNLESS NOTED OTHERWISE.WELDED 01824 CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE.SPLICES SHALL THE NEC AND LEL.CORDIA 3. ALL MATERIALS FURNISHED CLASS'B'AND ALL HOOKS SHALL BE STANDARD,UNO.FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, 4.CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLECABLE TRAY RUNGS. TEL (978) 244-7200FAX (978) 244-7240 REGULATIONS,AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, 4.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE 5.EACH END OF EVERY POWER,GROUNDING,AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH ORDINANCES, RULES, REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLJC AUTHORITY REGARDING ON DRAWINGS:THE PERFORMANCE OF THE WORK. CONCRETE CAST AGAINST EARTH 3 IN. COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH W ........ CONCRETE EXPOSED TO EARTH OR WEATHER: PROTECTION,OR EQUAL).THE IDENTRCATION METHOD SHALL CONFORM WITH NEC&OSHA,AND MATCH 4. ALL WORK CARRIED OUT SHALL.COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS #6 AND LARGER..........................2 IN. EXISTING INSTALLATION REQUIREMENTS. AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS. /5 AND SMALLER&WWF............IA IN.CONCRETE NOT EXPOSED TO EARTH OR WEATHER 6.POWER PHASE CONDUCTORS(I.E., HOTS)SHALL BE LABELED WITH COLOR-OODED INSULATION OR ELECTRICAL N- ADVANCED 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. OR NOT CAST AGAINST THE GROUND: TAPE(3M BRAND,M INCH PLASTIC ELECTRICAL TAPE WITH W PROTECTION,OR EQUAL).PHASE CONDUCTOR PAD AND WALL......................... IN. COLOR EXISTINGCODES SHALL CONFORM WITH THE NEC&OSHA AND MATCH STING INSTALLATION REQUIREMENTS S. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT.APPURTENANCES,AND Y.114 IN. LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. BEAMS AND COLUMNS................ 7.ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED IAMACOID PLASTIC CARETS.ALL ENGINEERING GROUP,P.C. 5.A CHAMFER Y4'SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,UNO,IN ACCORDANCE WITH ACI 301 EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING,PHASE CONFIGURATION,WIRE CONFIGURATION, prg�o-`p�. RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S � POWER OR AMPACITY RATING,AND BRANCH CIRCUIT ID NUMBERS(I.E., PANELBOARD AND CIRCUIT ID'S). 1� SECTION 4.2.4. x ww nw,rA 31 w � R`c t o usr wamq oaia � n- &PANELBOARDS(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS (CIRWIT ID NUMBERS)SMALL BE 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR SW111 6.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SWILL BE PER MANUFACTURER'S WRITTEN RECOMMENDED CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. PROCEDURE THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR _ EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL 9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING.TOOL TO REMOVE SHARP EDGES. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT,POWER AND T1 CABLES,GROUNDING CABLES AS WHEN DRILLING HOLES IN CONCRETE SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE STAINLESS SHOWN ON THE POWER,GROUNDING AND TELCO PLAN DRAWING.SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS STEEL OR HOT DIPPED GALVANIZED,EXPANSION BOLTS SHALL BE PROVIDED BY RAMSEI/REDHFAD OR APPROVED EQUAL 10. POWER,CONTROL,AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR AND/OR SHALL ADD NEW TRAYS AS NECESSARY.SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE (f34 AWG OR LARGER),600 V,OIL RESISTANT THHN OR THWN-2,CLASS B STRANDED COPPER CABLE RATED CONTRACTOR 7.CONCRETE CYLINDER TEST IS NOT REQUIRED FOR PAD ON GRADE WHEN CONCRETE IS LESS THAN 50CUBIC YARDS - FOR 90'C(WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, (IBC1905.6.2.3)IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLIER; UNLESS OTHERWISE SPECIFIED. 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMEMS,PAVEMENTS,CURBS,LANDSCAPING AND STRUCTURES. (A)RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE SUPPLIERS PLANT. - ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. (B)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. 11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR(J6 AWG OR �N FOR GREATER THAN 50 CUBIC YARDS THE CC SHALL PERFORM THE CONCRETE CYLINDER TEST. LARGER),600 V,OIL RESISTANT THHN OR TMVN-2 GREEN INSULATION,CLASS B STRANDED COPPER CABLE OF 11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND RATED FOR 90'C(WET AND DRY)OPERATION:LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM wr OTHER ITEMS REMOVED FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S B.AS AN ALTERNATIVE TO TIFN 7.TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR EMERY 50 YARDS USED,UNLESS OLHEtWISE SPECIFIED. CN§RQN OF CONCRETE FROM EACH DIFFERENT BATCH PLANT. DESIGNATED LOCATION. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS,OR BELOW GRADE,SHALL BE SINGLE Ra4os1a 12 SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 9. EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED,UNLESS IT IS VERIFIED CONDUCTOR/3 AWG SCUD TINNED COPPER CABLE,UNLESS OTHERWISE SPECIFIED. eq . - BY CYLINDER TESTS THAT COMPRESSIVE STRENGTH FINS BEEN ATTAINED. 13.THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE SUBCONTRACTOR SHALL 13. POWER AND CONTROL WIRING,NOT IN TUBING OR CONDUIT,SHALL BE MULTI-CONDUCTOR,TYPE TC BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES FOR STRUCTURAL STEEL NOTES: CABLE(134 AWG OR LARGER),600 V.OIL RESISTANT THHN OR THWN-2,CLASS B STRANDED COPPER CABLE COORDINATING ALL ALE.PORTIONS OF THE WORK UNDER THE CONTRACT. RATED FOR 90'C(WET AND DRY)OPERATION;WITH OUTER JACKET;LISTED OR LABELED FOR THE LOCATION 14.SUBCONTRACTOR SHALL NOTIFY ADVANCED ENGINEERING GROUP, P.C.48 HOURS IN ADVANCE OF POURING CONCRETE 1.ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE DRAWINGS AND METRO PCS USED,UNLESS OTHERWISE SPECIFIED. SPECIFICATION 25252-000-3PS-GET-00001 UNLESS OTHERWISE NOTED.STRUCTURAL STEEL SHALL BE ASTM-A-38 L BACAL CO TRENCHES,SEALING ROOF AND WALL PENETRATIONS&POST DOWNS,FINISHING NEW WALLS OR FINAL 14.ALL POWER AND GROUNDING CONNECTIONS SHALL CRIMP-STYLE,COMPRESSION WIRE LUGS AND ELEC TRICAL CONNECTIONS FOR ENGINEERING REVIEW. UNLESACCORDANCE OTHERWISE HOLED RI THE SITE TEOFSPECIFIC DRAWINGS. STEIUCTI.DESIGN,INSTALLATION AND BOLTING SHALL BE IN WIRENUTS BY THOMAS AND BETTS(OR EQUAL). LUGS AND VAR04M SWILL BE RATED FOR OPERATION AT NO ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(RISC) 'MANUAL OF STEM CONSTRUCTION'. ENGINEER/LAND SURVEYOR 15.CONSTRUCTION SHALL COMPLY WITH METRO PCS SITES. _ LESS THAN 76C(9(rC IF AVAILABLE). 2.ALL WELDING SHALL BE PERFORMED USING E70%X ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. IT IS A vaunoH OF LAW FOR ANY PERSON, 16.SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK.ALL WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SZE PER TABLE J2.4 IN THE AISC-MANUAL OF STEEL 15. RACEWAY AND CABLE TRAY SHALL BE LISTED.OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH TION DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED.SUBCONTRACTOR SHALL NOTIFY CONSTRUCTION',9TH EDITION. PAINTED SURFACES SHALL BE TOUCHED UP. NEMA,UL ANSVIEEE,AND NEC. - uNLfss UCHEY ARE ACTING uwoeA me NEDIRE. THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. - of A u PROFESSIONAL ENaNF}R, DOCUMENT 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 3. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(VO)AND SHALL HAVE MINIMUM OF TWO BOLTS 1b ALTER TM . 17.THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY. UNLESS NOTED OTHERWISE 17. ELECTRICAL METALLIC TUBING(EMT)OR RIGID NONMETALLIC CONDUIT Q.E.,RIGID PVC SCHEDULE 40.OR SUBCONTRACTOR SOUL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE)SHALL BE USED FOR EXPOSED REVISIONS COORDINATED WITH CONTRACTOR.ALSO,WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW 4.NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE%*DNA.ASTM A 307 BOLTS UNLESS NOTED OTIiERWNSE. INDOOR LOCATIONS USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 18 SINCE THE CELL STIR IS ACTIVE ALL SAFETY PRECAUTIONS MUSE BE TAKEN WHEN WORKING AROUND HX01 LEVELS 5.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED 18. ELECTRICAL METALLIC TUBING(BM, ELECTRICAL NONMETALLIC TUBING(ENT),OR RIGID NONMETALLIC OF ELECTROMAGNETIC SITE RAD IS CN. EQUIPMENT SAT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK HIGH COULD PROCEDURE THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO THE MANUFACTURERS RECOMMENDATION FOR CONDUIT(RIGID PVC,SCHEDULE 40)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. EXPOSE THE WORKERS TO DANGER.PERSONAL H EXPOSURE SHUTDOWN P ARE TO BE WORN TO ALERT OF ANY EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRUM HOLES IN CONCRETE SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE PERFORMED IN 19.GALVANIZED STEEL INTERMEDIATE METAWC CONDUIT(ING)SHALL BE USED FOR OUTDOOR LOCATIONS DANGEROUS EXPOSURE LEVELS. ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS ABOVE GRADE STEEL OR HOT DIPPED GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL 2p, RIGID NONMETALLIC CONDUIT(I.E.. RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SHALL BE 6.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW&APPROVAL ON PROJECTS REQUIRING STRUCTURAL USED UNDERGROUND;DIRECT BURIED,IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN SITE WORK GENERAL NOTES: STEEL REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 1.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 7•ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 21. LIQUID-TIGHT FLEXIBLE METALLIO CONDUIT(LIQUID-IRE FLEX)SHALL BE USED INDOORS AND OUTDOORS,WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 0 D9/02/091 ISSUED FOR REVIEW 2.ALL DUSTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SOIL COMPACTION NOTES FOR PAD ON GRADE: 22 CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE REV. # DATE DESCRIPTION SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE BE RELOCATED AS DIRECIED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND PLACE CRUSHED I PIOJEA.7 NO. g/: INI SG4E: EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR STONE AS REQUIRED.. 23.CABINETS,BOXES,AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE THE WORKING CREW.THIS WILL INCLUDE BUT NOT BE LIMITED TO A)FALL PROTECTION B)CONFINED SPACE C) WITH NEMA,UL ANSI/IEEE.AND NEC. - KYNDM3A ORAN71�'"• AS SIOwN ELECTRICAL SAFETY D)TRENCHING&EXCAVATION. 2.COMPACTION CERTIFICATION:AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL TECHNICIAN OR ENGINEER IS ACCEPTABLE 24. CABINETS,BOXES,AND WIREWAYS TO MATCH.THE EXISTING INSTALLATION WHERE POSSIBLE 3.ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS 25.WIREWAYS SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN SITE NAME: 3.AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION.THE UNDISTURBED SOIL'BASE SHALL BE COMPACTED 4. I NECESSARY,RUBBISH.STUMPS.DEEMS.STICKS.STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE WITH*COMPACTION EQUIPMENT.LISTED BELOW,TO AT LEAST 90%MODIFIED PROCTOR MAXIMUM DENSITY DOER ASTM D _ DOWNWARD;SHALL BE PANDUIT TYPE E(OR EQUAL);AND RATED NEMA 1 (OR BETTER)INDOORS,OR NEMA 3R SITE AND DISPOSED OF LEGALLY. 1557 METHOD C - (OR BETTER)OUTDOORS. Hmool IV 5.THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE ISIS EQUIPMENT AND TOWER 4.COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED.PROVIDE 6'MINIMUM CRUSHED STONE OR GRAVEL COMPACTED 26. EOUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES.AND PULL BOXES SHALL BE GALVANIZED OR CROWN 87 2 ARC' IN 3'LIFLS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURAL OR CRUSHED WITH IOOX PASSING/1 SIEVE EPDXY-COATED SHEET STEEL.SHALL MEET OR EXCEED UL 50,AND RATED NEMA 1 (OR BETTER)INDOORS, 6.NO FILL OR EMBANKMENT MATERIAL SHALL BE RACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW OR ICE OR NEMA 3R(OR BETTER)OUTDOORS ��'� SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 5.AS AN ALTERNATE TO ITEMS 2 AND 3,THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED VIBRATORY PLATE - 27. METAL RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COALED,OR NON- COMPACTOR(SUCH AS BOMAG BPR 30/38)OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER(SUCH AS BOMAG BW 7.THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED 55E).AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE-REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR CORRODING;SAL MEET OR EXCEED UL 514A AND NEMA OS 1;AND RATED NEMA 1 (OR BETTER) SURFACE APPLICATION. FILL AND COMPACTED AS STATED ABOVE - - INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. B.ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRICAND OTHER UTILITIES,WHICH INTERFERE WITH THE COMPACTION EQUIPMENT: 28. NONMETALLIC RECEPTACLE,SWITCH,.AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS Z AND SITE ADDRESS: EXECUTION OF THE WORK SHALL BE REMOVED AND/DR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POMIS - RATED NEMA 1 (OR BETTER)INDOORS,OR WEATHER PROTECTED(EDP OR BETTER)OUTDOORS. 1M MHSTFW WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF ENGINEERING, 1. HAND OPERATED DOUBLE DRUM,VIBRATORY ROLLER,VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. 29.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR OWNER AND/OR LOCAL UTILITIES. FKIWNB,mhmm BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS 9.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWS; EQUIPMENT CONSTRUCTION NOTES: - 30.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND _ OR DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE MID STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE DISTRIBUTION PANELS IN ACCORDANCE WITH THEAPPLICABLE CODES AND STANDARDS 1D SAFEGUARD DRAWING TITLE: PROJECT SPECIFICATIONS. FIEND VERIFICATION: AGAINST LIFE AND PROPERTY. SUBCONTRACTOR SHALL FEED VERIFY SCOPE OF WORK,METRO PCS ANTENNA PLATFORM LOCATION AND ANTENNAS TO 10.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL BE REPLACED. 31.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS,NEC MEASURES, IF REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR AND ALL APPLICABLE LOCAL CODES. EYYIIJJ��r�+.�7 EROSION AND SEDIMENT CONTROL 2.COORDINATION OF WORK: SUBCONTRACTOR SWILL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. - 32 CONDUIT ROUTINGS ARE SCHEMATIC.SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO 11.THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE METRO PCS SPECIFICATION FOR EQUIPMENT IS NOT BLOCKED. SITE SIGNAGE 3.CABLE LADDER RACK: SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK,CABLE TRAY,AND CONDUIT AS REQUIRED TO SUPPORT CABLES TO THE NEW BITS LOCATION. _ DRAWING NO, GN-1 GENERAL NOTES: ' - IF ASSUMED(E)CONDITIONS DIFFER FROM SHOWN, THE CONTRACTOR SFWl VERIFY ALL DIMENSIONS AND �'+ . ENGINEER MUST BE INFORMED OF ACTUAL FIELD CONOITION ELEVATIONS WHICH EFFECT THE CONTRACTOR'S WORK. 1. FlF1D SURVEY DATE: N/A /� 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1958 1`� se (MA—) Unllmlt Yourwil. 3. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983(NAD83) 4. SITE CONTROL POINT: CENTER OF EXISTING STRUCTURE MAP� H O M \ IATTII,DE:N 41'39'06.0732' 285 BILLERICA ROAD N,PARCEL 212 LONGTTUDE W 70' 17'17.7504" THIRD FLOOR Z� __ CHELMSFORD, MA S. PROPERTY OWNER 00 N.FRONT STREET RATION 01824 NEV BEDFORD.MA 02740 TEL (978)FAX (978) 244-7200 6. SITE NUMBER - HYNO0134 7. SITE ADDRESS: 181 NORTH STREET HYANNIS.MA 02601 8. APPLICANT: ICASSACHUSER LLD 285 BILLERICA ROAD.THIRD FLOOR CHELMSFORD,MA 01824 (978)244-7000 AA DVA CED MAP 309 9. JURISDICTION: TOWN OF HYMNS ENOINEERINO GROUP,P.C. PARCEL 227 `� 10. TAX ID: MAP 300 PARCEL 075 CNBs1rYa-s.Ow�op�t y. \ �o IT. DEED REFERENCE: BOOK/PAGE-C127869 7YHoaeo�p®1e 3 � 1�70•L W�! 12. PLAN REFERENCES: TOWN OF BARNSTPBLE/NYANNIS ASSESSORS vY MAPS&PLAN REFERENCES AS INDICATED MAP 309 PARCEL 260 5 S PARCEL 228-001 BELOW NN 13.MAP 309 ZONING JURISDICTION: HYANNIS VILLAGE BUSINESS,HVB 0 R 14. ALL UNDERGROUND UTILTY NFORMATION WAS DETERMINED FROM SURFACE \ �N 6}• INVESTIGATIONS AND EXISTING PLANS OF RECORD.THE CONTRACTOR SHALL .5,�4• \ LOCATE ALL UNDERGROUND UTILTIES IN THE FIELD PRIOR TO ANY SITE WORK. \ ® \ PCALL THE RIOR TO FOLLOWING FOR ALL PRE TION :-CONSTRUCTION NOTIFIKRN CAT 72-HOURS ANY\ DIG SAFE SYSTEM(MA,ME:NH.RI,VT): 1-808-344-7233 \N OF ® \ (P)METROPCS 10'WIDE \ CALL BEFORE YOU DIG(CT): 1-80D-922-4455 M c g ACCESS EASEMENT TO FOLLOW \� \\�• 15. PROPERTY LONE INFORMATION IS COMPILED FROM ASSESSORS PLAN AND RECORD pI�ER (E)ACCESS OPoVE;/FASDkNT _ DOCUMENTS AND IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE CIVIL \ FROM PUBLIC ROW TO(E) - y RESULT OF A FIELD BOUNDARY SURVEY,AND IS SUBJECT TO CHANGE AS AN N.40313 MAP 308 LURING ACCESS ACCURATE FIELD\\ y PERFORMED. SURVEY MAY DISCLOSE.A FULL BOUNDARY SURVEY WAS NOT PARCEL 078 MAP 308 TO. THE SITE IS LOCATED IN FLOOD HAZARD ZONE C(AREAS OF MINIMAL FLOODING) ' \\ PARCEL 076 S AS SHOWN ON FEMA FLOOD INSL"CE RATE MAP FOR THE TOWN OF HYANNIS. MA-BARNSTABLE COUNTY-COMMUNITY PANEL NUMBER 250001 0005 C y EFFECINE DATE:AUGUST 19, 1985. N/F \ / / p - OWNER:WILLIAM RPORKn�T / / < 17. BEARING SYSTEM OF THIS PLAN IS BASED ON TRUE NORTH.TRUE NORM WAS YAP 308 PARCEL 075 \ / / ESTABLISHED FROM EXISTING PLAN REFERENCE.IT1S HOT INTENDED TO BE AN ENGINEER/LAND SURVEYOR 181 NORTH STREET \\ / / - MAP 308 EXACT REPRESENTATION OF TRUE NORM. HYANNIS,MA 02601 O PARCEL 077 T IS A VIOLATION OF LAW FOR ANY PERSON, AREA-117 ACRES UNLESS THEY ARE ACING UNDER THE DIRECTION APPROX.PROPERTY LINE \ / / O LEGEND OF A LICENSED PROEMNAL ENGINEER' TO ALTER THIS DOCUMENT. t � � (E) 1 �� — PROPERTY LINE REVISIONS BUILDING P) METROPCS AMENNfS J (2 PER SECTOR,TOTAL OF ,. — — — — — — — — — ABUTTING PROPERTY LINE 6) MOUNTED WITH (E) 360 EXIST.CONTOUR STRUCTURE BEHIND(P) FIBERGLASS SHEATHING X X EXIST.CHAIN LINK FENCE m (P)METROPCS 10'—Tz16'-0- ` X X PROP.CHIN LINK FENCE -(160 SO. FT.)EQUIP. EXIST.TREE UNE ROOM/LEASE AREA BA E BASEMENT EXIST.STREET LAYOUT 1 � Y^^, MAP 308 PARCEL 074 ————————————————— EXIST.EASEMENT \\\� ate, Ohv EXIST OVERHEAD uoLrtHS 0 09/02/091 ISSUED FOR REVIEW GHWGHW PROP.OVERHEAD UTIUTIES REV. # DATE DESCRIPTION UOJE/T EXIST.UNDERGROUND UTILITIES PRQRLT N0. DOM"BY: L(LC SCALE: (E)BUILDING, _ ,y, UG/E/T PROP.UNDERGROUND UTILITIES. � Wu DRAWcHmN Y01 AS 5lfOWN RC MAP ':. — , —�- — EXIST ��POLE i� SITE NAME: PARCEL 262 � � rta ZONING BOUNDARY LINE RESIDENTIAL, RD-1 ZONING DISTRICT .,5 HYANNIS VILLAGE BUSINESS.HVB 181 N. STREET ZONING SUMMARY TABLE HYANNIS MAP 308 ZONING DISFRU: HYANNIS VILLAGE BUSINESS,HVB PARCEL 261 F,� ASSESSORS MAP: MAP 308 PARCEL 075 PROPOSED USE: WIRELESS COMMUNICATION FAIOLTY SITE ADDRESS: 5� DIMENSION: R INIMU M M PROVIDED 18I?wm 9mT V, LOT AREA 5000 SO FT 3.17 ACRES WAWMMAMM LOT FRONTAGE(NORM ST) 10 FT 354.6t FT DRAWING FRONT YARD SETBACK' 4 TT N/A TREE: �' \ SIDE YARD SETBACK• N/A N/A e p r"PLOT PLAN REAR YARD SETBACK* N/A N/A w C-1 SCAIE�40' •(P)EQUIPMENT WITHIN(E)BUILDING 40' 20' 0' 40' 80' 1lDIES DRAWING N0: 1.PLOT PLAN BASED MASSGIS ASSESSOR'S PARCEL MAPPING DATA AND TAX MAPS FROM THE :LEIGEN]D TOWN OF HYANN6.PROPERTY LINES ARE APPROXIMATE ONLY. _2.SETBACKS PRE TAKEN FROM THE CLOSEST POINT OF EQUIPMENT TO PROPERTY LINES.3.A METES AND BOUNDS SURVEY WAS NOT CONDUCTED BY ADVANCED ENGINEERING GROUP P.C.. 1, l • (P)METROPCS POWER,TELCO,AND GROUND ♦ 3 0TIO ° ELECTRIC AND WATER SERVICE E-' A-' (E)VENT,TYP. ANTENNA ORIENTATION K E Y eic �u�. —(E) STAIRS(DOWN TO 330' Unllmlt YoursM. r — — — r — �, ; —5:1=! (E) ROOF EI�ASMENr LEVEL FROM SECTOR A 60' .`. MOUNTED WAC /''� GROUND LEVEL). Na I '.i. .:'c UNIT 0 SECTOR B 285 BILLERICA ROAD THIRD FLOOR CH ELMSFORD. MA I LOCATION OF(E) 01824 WATER SERVU I I;•: EQUIPMENT ROOM O,;;p:I I IN BASEMENT }in -- TEL (978) 244-7200 (E) BASEMENr __ 240' �i' ;LEVII DETAIL z/A-i;,� ❑ o �__ FAX (978) 244-7240 SECTOR C I -- (P) METROPCS ANTENNAS (2 PER SECTOR TOTAL OF 6) MOUNTED WITH(E)STRUCTURE I;•: BEHIND(P)FIBERGLASSSHEATHING "— -"VANCED ENGINEERING GROUP,P.C. I SECTOR" �� I I I I I I I I SECTORS — °r s�° .° sM°o' I I i i i i I( BETA CENTER OF(E)ANTENNAS ELEV=59.50't AGL sx mosaw uac TURE I ' (P)METROPCS ROO L LL Ell LI — — — M — 31 tAo.ama oW+E MODNIED HVAG 240• FAST PW—.F N®10 NiIN 10f610w1 N®S iA!'..�-W-Ma _ I CONDENSERFol II I Pu s-2 S-2 MOUNTED WITH SECTOR,TOTAL OTA UCOF 6) I 4 BEHIND(P) FIBERGLASS APPROXIMATE LOCATION OF I I s-2 SHEATHING OF I i (E)TELCO MrC BAASEMENT.DEl1ARC IN i i (E)INTERIOR PARTITION CENTER OF P ANTENNAS 0.0 - 47.50'3 AGL I -~{-I CIIREfIEN XIMATE LOCATION OF WALL Na403/3 I I ((E)ELECT IC DEMARC INBAS DQ L_ J L _ J II ENGINEER/LAND SURVEYOR TRUE NORTH IT I5 A VIOLATION OF LAW FOR ANY PERSON, �/L� �L�� (H T STEEL AND WOOD UNLESS THEY ARE ACTING UNDER THE DIRECTION �e PARTIAL ROOF PLAN _ _ SHEATHED STRUCTURE OF A UCENSED PROFESSIONAL.ENGINEER, A-1 Sfeic t'�' TO ALTER THIS DOCUMENT. (E)EXTERIOR MASONRY5' 25' 0' 5' 10' � REVISIONS WALL P) EMERGENCY - UGHI AND EXIT (P)METROPCS ROOF MOUNTED . - SIGN - HVAC CONDENSER P)3'WIDE METROPCS s♦ s_ s_ t_ (P)�� (P)POWER \\ 1-HOUR FIRE RATED DOOR (P)VERTICAL CABLE RUN FRO PANEL PANEL is (P)EQUIPMENT ROOM ON BASEMENT LEVEL UP THROUGH(E) r---- CHASE TO(P)ANTENNAS ri----- 11 ! I• I • I \ 1 II(P) j i � 0 09/02/09 ISSUED FOR REVIEW FUTURE 1 0 BATTERY I I 'n REV. #I DATE I DESCRIPTION 0 CABINET I ,�[ Y� j;1! \\\\ Q\� \Q\\\\\\ \\\\\\\\\Q,\ \\\\\\\\\\\ \\\ P 2'xi'CEILING MOUNTED -0. I EA \��\�\\\\\\\.\\�\��\�\\\\��\�\��\�\�\��\�\�\�`\\\\�\��\�\\��\�\�\�\\��\�\Q\� PROJECT NO. � (Fl URESCENT LIGHTING UNIT \� (P)LIGHT SWITCH h VENTION B •� - \\\\\��\\\ \\\\\`\\\\\\\\\\\\\\i\\\\��\\\\\\\\\�\�\�\`�\�\�\\�\�\\\�\C\�\ I"N001� aoncD ar Inc AS SHOWN ��t S FIRE pRE I I I I ENMOSTAT Nw A1,,,I SCUT (P)MLTROPCS rj>\Il5 FIRE-RE U Rppp,EX•G ��\\�\\��\\��`��:��c��:��`�: SITE NAME: BA„ERY HYA GH SCH�� GOt (E)BUILDING- ��\�� CABINS gg Ht p OZ N�►s•M HYN0013A \��:��\\\��:�� CROWN 875052 ---- (P)GABLE ENTRY PORre \��\��\\�� \��:��\\��\�� HYANNIS (P) HEAT�DETECfOR I •• s-t - \�\\\�\�\ \ \�\\�\�\�\�\\�\�\\�\�\�\\\\`\ '�� ' � ♦ � � (P)METROPCS P)EQUIPMENT ROOM \\\��\ (P) METROPCS WALL I MOD CELL CABLE TRAY MOUNTED HVAC UNIT I .. a GRADE ELEV=0.0' \\\\\ \`\\\\\\ \,\\\\�t\\\\\\\\\\\\\\\\Q�\\ a \\�\�\�\\�\\\ SITE ADDRESS: t ~ �j y_t --- -rrTr P)METROPCS 10'-0.06'-0. 181 NORI STF� P==� a -- (160 SQ.FT.)EQUIP. t I I HYMNB,wam II °° RDOM/LEASE AREA WITHIN (E) s-t (P) METROPCS 10'-O'xt6'-0' (P)EQUIPMENT ROOM y0p BASENENf - (160 50. WIT EQUIP. I (P)MEMOPCS WALL II CF11 ROOM/LEASE AREA WITHIN(E) V MOUNTED HVAC UNIT ARAWING TITLE. G BASEMENT I I ��y��PLAN �� 5-t �� II .. 1/1 JIYIrtMv rL I'11� �° (b INTERIOR PARTITION WALL _ &8r1/AIM TRUE NORM I DRAWING N0: EQUIPMENT ROOM PLAN I I NORTH ELEVATION EQUIPMENT LEGEND SCALE 1 p_1 SCALE:1'-B' (F)-fliRILE 2' 1. W 2' 4' (E)-Dwm A- 8' 4' 0' 8' 16' B9•PROPOgD _ (AGu_AT10JE . GT1011IIIt Lflt1 TOP SOLAR SHIELD 3 8 P)6'x6'x1/2' 3/8 PLATEAIR FlLIf]i COVER - 3/4'0 J-BOLT WELDED TO(P)P1ATE ffnet n00000SOUND MUFFLE::t Unlimit Yourself00000 (P)TY-RAP,VALMONT P/N B255 ■ �g �`yg� 285 BILLERICA ROAD 6' 2'-•T8 EEPROM HATCH THIRD FLOOR (REAR ACCESS PANEL) W4 STEEL BEAM ' CHELMSFORD. MA (P)BUNDLEM COAXIAL CABLL14 01824 -� -SUPPORTED W/HOISTING GRIPS iv TEL (978) 244-7200 ---___ • li------ -�I * LATCH (CABLE WEIGHT=0.29 LB/FT EA.). i 4 FAX (978) 244-7240 ------------- r o c u a�oe a°Le (P) BATT. (F) BATT. II PLAN UNIT BACK-UP I; (REAR ACCESS PANEL) o ,�� UNR CABINET DIMENSIONS: I 89.2'Hz28.8'Wx28.6b _a ii= � , ' i n al �A1TV L,�.1��T�`1L'tD ` 1/2-OA325 BOLTS.TYP.of 4 ENOINEERIN�O OI�OIJp p C. MODCELL UNIT / iL . ' ii E)W4 STEEL BEAM a�o,i CABINET DIMENSIONS: /" EQUIPMENT CABINET DETAIL - TaYmrm�lati. °"'4"'°"' • 72.4'Hx35.4'Wx37.6b ' _; ,_yl 3-, SCALE:NIS - x Hao w ow st tno� mt,o -y NOTE:FTEERATED COAXIAL CABLE'CATW! n`�"e a�°m"a w�xm tw awe -- --- REAR =BE SPECK-OR06i®BY PFA= iA°�-'t°° EAc tm-0a,ma 1o'-o'x16'-to• 1/2' 6• 6. OWNER AND NBFNIED BY THE CONTRACIOFL LEASE AREA li , EXISTING FLOOR r �p-� — - - —- Ai T 1 PLAN AT EQUIPMENT ROOM ! I--2'- ~I IB BI IB BI SCALE.1/2' t-0' A' 5 L Fes—1-' ��'1 I I _1'- — I ( (P)VALMONT MK:ROFLECTf 81732L tNOF i.L (F)MOD i (P)MOD I i ,,�,,tttsss 0 1'-0' 2'-0' 4'-0' 6'-0. "' CELL 4.OB i CELL COB B (P)BATT. B � B (F)BATE. B HOISTING GRIPS wrc I `1 TV.(OR APPROVED EQUAL) CHaR y 11 I T_—-A T�-�T 1 Na40313 NOTES: � �- -- -� ---------------) � 1.MOUNT CABINETS TO CONCRETE PAD PER MANUFACTURER'S REQUIREMENTS. 5 EQUIPMENT FRAME PLAN FRONT NOTE` 2 PROVIDE 3'-0'MIN SERVICE ACCESS IN FRONT AND REAR OF ALL CABINETS S-t SPACE CABLE SUPPORT SCALE:3/4'-1'-0' 0 8' 1'-4' 7-8' 4'-O' ®8'-0' O.C. MAX (� JDlsrs ELEVATION 2'Tt1C0 KNoacOur VARIES (p VERTICAL CABLE SUPPORT DETAIL ENGINEER/LAND SURVEYOR 2'-� 6' 2'-6� 6' 2'-1>'�' 2'-11�- S_, SCALE:NIS FOR ANY PERSON, MODCELL UNIT (E) CEILING SYSTEM UNLESS THEYUARE TION CF LAW ACTD40 UNDER THE DIRECTION CABINET DIMENSIONS: OF A UCENSED PROSE MNAi ENGINEER. ----- 72.4'Hx35.4Wx37.8'D J_ TD AL,ETt 7lIS DOCUMENr. 0000000 � k`` 1/2.0 THREADED 3E3iiE , 13 Ea LR .: I. ROD W/ NUTS & REVISIONS I o o OVERSIZED WASHERS 10"t BATTERY BACK-UP UNIT o 0 0 0 0 o UNISTRUT CABLE LL II CABINEr DIMENSIONS: SUPPORT ® 4'-o"O.C. -� 9 o s7.010ELL �� I I 69.2Hx28.8Wx28.6'D T MAX. I ji MOUNT CABINETS PER o 0 0 0 0RUNRE BATIERY� BATTERYI MANUFACTURER'S BAOK-UP UMT BACK-UP UNIT [ RED, COAXIAL CABLE W/ . ►---------•+ GROUND WIRE W ANDREW SNAP IN ❑ EXISTING FLOORFiALFSTRAP FASTENER - CABLE HANGER A HORIZONTAL CABLE SUPPORT DETAIL 0 09/0P ISSUED FOR REVIEW t•-••; s t REV. DATE DESCRIPTION ' TABLE t 2'AC KNOCKOUT FRaecr ND. LU6IRLED Bt; LILO 1— SECTION Boor e e SECTION AT EQUIPMENT ROOM • O O O O , `" �� i ASSEMBLY LL VOIDS W/BATT °RAW"or i AS SHO" SCALE t 2-t-o 1/2'0 B1346A INSULATION CNBOCD W. MRC O O O O 7/BY BS37A (P) 18 CA DEFlECTIO —�(E)CEILING 0 t'-0' 2'-0' 4'-0' 6'-0' m i 1/4•0 ett52A TRACK O TOP--- SITE NAME: FUTURE GROWTH BATTERY CABINET: 1 5/8-0 B535A —j 1.�i��1Mi.A�-y (28,81Vx28.6'Dx692-H) TABLE 2 .� - ■■■ 00•3' ` . VALMONT CABLE (P)RC-1 RESIUEM P)VAPOR BARRIER TYP.ALL PROP,BATTERY CABINET: N.CABLES A B SIDES (28.8'Wx28.6bx69.2'H) • O O O om P. CHANNELS O 24•D.G. CROWN 875052 TYP. FASTENED TO I'IYANNIS PROP.MODCELL 4.OB . . - t 8574 s' S' JOIST P)(2)LAYERS OF 5/8' Sti CABINET: BOOT&CUSHION B Bt44B 23• 1 1/2' (2)5/8'THK G.W.B. THK.WATER-RESISTANT GWB; L . CATVR-RATED4AE LE TO ASSEMBLY,SEE 1 f(35.4'Wz37.8bx724H) FRONT.VIEW TABLE 1. B D57o 25 t/2' 17 1/2' FILL ALL JOINTS FOR A BE CENTEREDWITHINESTOP (P) 18 GAUGE 3 1/2 COMPLETE SEAL(ULC DES FUTURE GROWTH SYSTEM. COAXALL BE 12 BtttB 25 t/Y 23 i/2' SEE NOTE 2 METAL STUD 18'O.C., MODCELL 4.OB CABINET: RIGIDLY SUP BOTH TYP U301) SITE ADDRESS: b1 (35.4'Wx37.8Dx72.4"H) SIDES OF WALL/ ASSEMBLY NOTES: OFASTEN CABLE ENTRY TO CEILING W/ P 18 GA METAL INSULATION TYP. }'I• ° % ��r SEE NOTE 1 P)UNPAGED R-11 �BIH � %> },...^, STAINLESS STEEL SCREWS W/LEAD SHIELD STUD O BOTTOMm� m INSERTS INTO BRICK, MASONRY, CONC. USE ....,••�, - it TOGGLE BOLTS INTO STUD WALLS. (P)VINYL 4•COVE BSE •, j_.rc;,.,�y,. �A 2. DRILL HOLES 1/2'LARGER IN DIAMETER THAN DRAWING TITLE: ;...yti:`::: 1,•• �tt;�:;;. CABLES THROUGH CEILING TO MATCH HOLES IN TYP. EA SIDE . :;'.��•.• L,� THE CABLE ENTRY. yy�` �`y_,;".';±`:•^.=r;;?:^ + .• \� �.•�.,•: t 3. DETAIL BASED ON THE USE OF MIROFLECT (P) 12X12 VCT 11M1JIn,/FrG7 �•1�'�S.L is f. �•', �•','�•'•'� WALL OOR AND HILTI. CONTRACTOR MAY SUBSTITUTE (ARMSTRONG/52513) t ''i"' `�•'^ t'•A'' CORE HOL APPROVED EQUAL. A ••'•:s '.'.'2`•.�;• �;�::;'•.•' i S.. FLOOR COVETING WAN 'ti..., ••-`::1.-:t l�` i SHEETROCK ROVIDE CABLE ENTRY EQUIPMENT ROOM ..a• �'7'"':',1::^i)•1''°T�'%` r..I Ji F - WITH CAULK, FLUSH WITH SECTION PANEL ON EA SIDE OF ' •'••�'•[• �.':••,..; .': ,•.,+•r.::a BOTH SURFACES OF WALL WALL/FLOOR. SEE TABLE 2. t .,i,?:;.:•;F:' SEALANT: TREMCO INC, - DRAWING N0: EXISTING FLOOR TREMSTOP-WBM 53, EQUIPMENT LAYOUT DETAIL ~'`^'.', e COAX ENTRY PORT DETAIL WALL SECTION [� S_, srnLE:His S_, SCALE NIS J" SCALE:NIS RF SYSTEM SCHEDULE _ ANTENNA INFORMATION MAIN FEEDLINE TOP JUMPER BOTTOM JUMPER ��C�e / MECHANICAL _ v - SECTOR TYPE AZIMUTH OWNn pOWNTILT RAD CTR, AGL MAKE MODEL FEED CABLE MFG LENGTH COLOR SIZE LENGTH SIZE LENGTH i i R BOTTOM FXL-780 COMMSCOPE 80't 1 R )¢' 6. X, ,p. Unlimit Yourwff. Noe Tx/Rx 330' - - 47.5'f KATHREIN 800 10504 BOTTOM FXL-780 COMMSCOPE 80't II R Ye' 6' Xz" 10' 285 BILLERICA ROAD ALPHA FXL-780 COMMSCOPE 80't 1 Y Xt' 6' Xz' 10' THIRD FLOOR Tx/Rx 330' - - 47.5'f KATHREIN 800 10504 CHELMSFORD, MA BOTTOM FXL-780 COMMSCOPE 80't II Y Xt' 6' 10' 01824 BOTTOM FXL-780 COMMSCOPE 80't 1 81 14' 6' $" 10' TEL (978) 244-7200 Tx/Rx 60' - - 47.5't KATHREIN 800 10504 BOTTOM FXL-780 COMMSCOPE 80't II EllXt' 6' )¢" 10, FAX (978) 244-7240 DOWN TILT BRACKET \\\\ BETA \ \ BOTTOM FXL-780 COMMSCOPE 80't I W Xt' 6' Xt" 10' GPS Tx/Rx 60' - - 47.5't KATHREIN 800 10504 BOTTOM FX1-780 COMMSCOPE 80't II W Xt' 6' Xy" 10' ANTENNA DIMENSIONS: � \\\\\�y\,,. 5'H x 3.2b \ J BOTTOM FXL-780 COMMSCOPE 80't I Gr Xt' 6' Xt" 10' METROPCS SECTOR �� 0(i \' Tx/Rx 240' - - 47.5't KATHREIN 800 10504 BOTTOM FXL-780 COMMSCOPE 80't II Gr )¢' 6' Xt 10' ��, GAMMA )¢' 6' Xt' 10' ADVANCED Ad ANTENNA SECTOR 4 BOTTOM FXL-780 COMMSCOPE 80't I Vi PANEL ANTENNA DIMENSIONS: s-z Tx/Rx 240' - - 47.5't KATHREIN 800 10504 ENGINEERING GROUP,P.C. 54 H x 6'W x 3'D BOTTOM FXL-780 COMMSCOPE 80't 11 Vi Xt' 6' W 10' aB�ird>o-�D 1�1lu ly. (IYP.OF 6) - GPS - - - - - - - Xt" - 25't IY & ITY - - - - x HNNOW DIM 31 vnenorc DM FAST A9.lff]xi N—15 MRIX x16f0��N mIDt �!!0-]42-t� Nl el�-0011 iA{•C�31-T�F FAT.AOI�$N ME NORM eGPS AND ANTENNA DETAIL ANTENNA MOUNTING PLAN S_2 SCALE:Nf5 S-2 SCALE 3 18=1-0 - D 2'-8•1 5'-4" 10'-8• 16'-0" 4x4x1/4 ANGLE.TYP. OF 2 PER CONNECTION T&B 2'-0' 2'0 MOUNTING PIPE, OF L..� 5' 1/2'0A325 BOLTS.TYP.OF 4, PER 8'-0'LG TYP.OF 2, Nart� cNnw INECTION PER SECTOR No.40313 VERTICAL WT STEEL B GPS mow` ENGINEER/LAND SURVEYOR BY PM _ rt a A vaunoN of uw FOR un PERSON. UNLESS THEY ARE ACIDIC UNDER THE DIRECTION COLLAR BRACKET `' � I II of A ucwseD PRorTsssawa wdNEw, 1141, NOUN KIT u TO ALTER n0S DOCUMENT. �' 5" �" PLATE Y4x 4Y4 x 16Ys I I B REVISIONS 2�' 27�' 7A" L.G.GALV.(A-36) I I MIN SS OR GALV.IPIPE� (�W �i x 3�'SIDTIID I I TILT HOLES FOR - BEAM . HOLE FOR 1 D 0 PIPE �N I I ADJUSTMENT < �+ BRACKET PLATE � _ _ _ � �. � � I27ij" I I - U-BOLT(TYP) SEE DETAIL'A' 2/S-3). pp ?RACING, I;x 2%'SLATTED HOLE FOR PLATE 7♦'PflCK �7�" SIMILAR B n 2'0 PIP U 11 WASHERS WITH DOUBLE ICE BRIDGE SEE DETAIL'B'(3/S-3) u 0 09/02/09 ISSUED FOR REVIEW NUTS AND WASHERS(TYP.) SUPPORT POST MOUNTING BRACKET PLATE >4.0 CON(CABLE MINIMUM- REV. # DATE DESCRIPTION BENDING RADIUS PER _ MAXI NO. "GNED ar MRC MANUFACNRER'S STANDARD DRANN er. ow AS saw" GPS ANTENNA MOUNTING BRACKET HYN001S� CHWCD W. �D eGPS MOUNTING DETAIL SITE NAME: S-2 SCkE:ITSMETROPCS- M/�/�i�a 1. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1'-I)V DIAMETER GALVANIZED STEEL OR F"W•3 STAINLESS STEEL PIPE THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT -e CROWN 872 TO THE REQUIRED LENGTH USING A HAND OR ROTARY PIPE CUTLER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. o o e e e1 e" e THE CUT PIP END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED -----.�®."e ----- �1 TO THE ANTENNA MOUNT. - LJ�ANNIS 2. THE MOUNTING PLATE SHALL BE FASTENED AS SHOWN AND ATTACHED TO THE APPROPRIATE fl�7l ii//'1111�\1r SUPPORT STRUCTURE USING U-BOLTS. THE SUPPORT PIPE SHALL THEN BE ATTACHED TO THE K MOUNTING PLATE USING THE OVERSIZE U-BOLTS PROVIDED TO ALLOW ADJUSTMENT. IT IS CRITICALTHAT THE GPS ANTENNA IS MOUNTED WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THESITE ADDRESS: ANTENNA IS WITHIN 2 DEGREES OF LEVEL. (E'3/4'THICK PLYWOODTHING II i SHFA �jjj ��H�� • (E)3/4"THICK WAtMMAMI PLYWOOD SHEATHING n DRAWING TRLE 4'-5' 4--0- ry �� P 3/4-THICK FIBERGLASS SHEATHING (P) 3/4'THICK FIBERGLASS SHEATHING ANUO AMOl�1"RANT SECTORS B & C SECTOR A SgiEDULEL&DEfALS ANTENNA MOUNT DETAIL S-2 SCALE ,=i DRAWING N0: 1'-0. 6" 0 1'-0. 2'-0" S-2 (E)VERTICAL WT STEEL BEAM V-3' I/ P) EAM, 'L4x4x1/4 ANGLE,TYP.OF 2 - (P)FRP FIBERGLASS W4 WIDE FLANGE BEAM TO REPLACE (E)W4 Sltn PER CONNECTION,T&B ( THIS PORTION OF(E)W4 STEEL BEAM,(P)BEAM TO BE B 1 9 1/2" SECURED TO REMAINING PORTIONS(E)W4 STEEL BEAM BY 8 1/2' F PER aNGLE TYP. ufl1011fOt.YOYTS@if OF 2 PER CONNECTION, II (P) 1/2'0 FIBER BOLTS&(FRP)SPLICE PLATES T&e I I — — — — 285 BILLERICA ROAD (DEL _. _ - Q O O O O co O O co) THIRD FLOOR BEAM,TYP. ___ - I I — — — — — __ — — — CHELMSFORD. MA EE:t— : 24 () — I T= — — TEL (9 8)8244-7200 P)THROUGH BOLTS I( FAX (978) 244-7240 TO TO MATCH(E) — BOLTS IN SRE AND I I i 1/Y• . ' (P)3/B'0 U-BOLT,TYP.OF ---) SPACING.TYP. I '- <4) PER CONNECTION,T&8 6' 4 1/27 ,/2' ' C G ADVANCED (P)(FRP)SPLICE PLATES '° '/2' ENGINEERING GROUP,P.C. (P)2.0 MOUNTING PIPE, y P) (2)3/B'0 FIBER _ 8'-0'LG TYP.OF 2, BOLTS, 1'-0'O.C.TO BE 5� 1'-3 1/2' 34 H ORM DIRK �1 � FAST PWAMWS•OA10 - PER SECTOR DIM USED IN FRONT OF(P) � al-w-ftl•� ANTENNAS is gMFNSNINS ARE SYMMETRICAL ABOUT y CEMIIt LINE .. _ e DETAIL•A• 4� _ S-3 SCALE 1'-3 3' 1 1/2" 0 3' 6' - �N OF 9 1/2' 2'-6' MNIC v (P) FRP FIBERGLASS W4 WIDE FLANGE BEAM TO REPLACE G1a�EN -1 1 1/2' H � THIS PORTION OF(E)W4 STEEL BEAM,(P) BEAN TO BE Na40313 SECURED TO REMAINING PORTIONS(E)W4 STEEL BEAM BY (E)W4 STEEL (P) 1/2'0 FIBER BOLTS&(FRP)SPLICE PLATES BEAM,TYP. 7 �� t�� ENGINEER/LAND SURVEYOR BEAM T EL — — O — O_ O — O — — — — — — O — O O — O R IS A THEY RE of LAW FOR AH,'PERSON, _ UNLESS THEY ARE ACTING UNDER,HE DIRECTION — $ — OF A UCENSED PROFESSIONAL ENGINEEIR. 'T .._._ TO ALTER THIS DOCUMENT. - \-4')S6JCON SEALANT 0 SEAM REVISIONS 1 1/2' BEWRFN(E).PLYWOOD AND FIBERGLASS SHEATHING 6• a 1/2- DIMENSIONS ARE SYMMETRICAL ABOUT 7 1/2' (E)3/4'THICK PLYWOOD CENTER LINE 10 1/2" 4 SHEATHING _ (P)(FRP)SPLICE PLATES V-3 1/2' - e DETAIL•B• 0 09/02/09 ISSUED FOR REVIEW eME:I ANTENNA MOUNT SECTION S-3 ''' s_3 ; '-L'-a' REV. � DATE I DESCRIPTION 1'-0' 6' 0 1'-0' ' ' 1PROW N0. DLSI R•Y: MRC SOLE (P) 1/4"THK(FRP (P) 1/4'THK(FRP) HMDDI3A DRAWN RT: AS SHOWN . SPLICE PLATE x 12'LG, (E)W4 5TEEL SPLICE PLATE x 12'I.G. - CHBWD W. LAIC TYR OR(FRP)W4 TIP. BEYOND SITE NAME, (P) 1/2'0 FIBER BOLTS , TO BE USED IN FRONT OF(P)ANTENNAS H I NO013A ' (P) 1/4'THK(FRP) CROWN 875052 SPLICE PLATE x 12'TYR \ 'v HYANNIS i SITE ADDRESS: IIN1 NORIHMAU N1IMNMVAIMDI DRAWINGTTTLE 3' AN 1 C"IppYF\/DU/'YLA��EnnM SECTON aB e SECTION S-3 SCAIE 1'=1 1/2' DRAWING N0: ' 1 1/2'3/4' 0 1 1/2' 3" S-3 MANIA TRaNSPER rnlal metropcs. (P)Is,ROPaS N(RIN E A 1qcar u r — nllmit Yourself. Ma449 I �� — 285 BILLERICA ROAD 2P THIRD FLOOR GWI 15k P ( s� CHELMSFORD. MA 7E1t0 FIN 1) 01824 (3)/2 s tOrIP POSED MEIROPCS TEL (978) 244-7200 T FAX (978) 244-7240 (1a t00hTP I GENERATOR I M4KE ALL CONNECTIONS AS PER UTILITY COMPANYS t1EWRENENis EQUIPMENT BOON 100T-?P RE COL 4.OB NS TO MODCELL 4.OB —. (3)/1 &(1)Y8G-2'C I 1=0I J/ I 240Y, . - 27FL0 CONDUIT I 4.011 I (3)/2 h METER MILBAK 2272RL(OR FAVAL) (E) 1200A 3♦ MDP I ram,I I I I L_J IIII (POIR URtE) J I I eD W/200A 2P TENANT CIRCUIT EREAKFRNi L - APPRO)WTE MD LOCKABLE BREAKER DOOR 4 _ il- M RN .�u W- ADVANCED lI _ A. ENGINEERING GROUP.P.C. ELEC. TELCO I I I I = I f a ac� LL_JJ I O 4-m 4 g �FURkTt:�� Ort `�P�TNEINldY• (P)(3)3/0 s(0 12 (p)2'C PANEL PANEL I I MOOCELL I gt ciu l I 34 HDOOM CM 31 71140MO E NIK 25 PAIR 24 ANC SHELLED N 2'O ( I 4.OB I 4.6e II ( nuste ws wm11��1A®x PLIUSITENG IN 4'4C I I ❑ �uNRE BMW (I_®J f1) FM a-®r-7su nue a1-em m« 09 METROPCS 20M METER SD= I I I ssu I 1 I 3 3 0 I - man ■a■ I I BASEMENT LEVEL Ll ❑ , 12D0.Jr. I ( MMC DEMARC N I �sk]�NT (3)03/0 h(1)/2G IN 2'C N OF W �(E)2'TELCO CONDUIT t I- Na40313 ONE-LINE DIAGRAM POWER RISER DIAGRAM E_1 SCALE'MIS E-1 sCALE:Nis - ENGINEER/LAND SURVEYOR _ IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER.THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REVISIONS SQUARE D.TYPE PANEL SCHEDULE 22.000 A.I.C. SQUARE D.TYPE Q 200A.2P NEMA 1 CKT DESCRIPTION AMP AMP DESCRIPTION CKr _ y CONDUIT SECURED 0 09/02/09 ISSUED FOR REVIEW 3 MOD CELL 100 _ SPARE 4 W/CONDUIT 5 — SPARE s CLAMPS. TYP. REV. # DATE DESCRIPTION MOD CELL#2 (FUTURE) 100 1 5/8' GALV. .T, PROJECT NO. �• IEtC SGIE: 7 - SPARE 8 11-0*UNIS-r G GROUND HARE W 1•_0• NYWO0134 DRANK B!: ®T AS SHOWN 9 - SPARE 10 HALFSTRAPFASTENER O O O g1DO(D W. M C SPARE - � FASTENER 11 - SPARE 12 13 SPARE - - SPARE 14 3/8.0 HILTI KWIK BOLT II- SITE NAME: EXPANSION ANCHOR (1 5/8• 15 - SPARE 16 MIN. EMBED.), HIT HY 20 17 _ SPARE 18 ADHESIVE MASONRY SCREWS, - (E) WALL, (E) F i OO13A SPARE - - OR SELF TAPPING DRYWALL FLOOR, OR (E) ' 19 - - SPARE 20 SCREWS AS APPLICABLE. CEILING CROWN 87 2 21 10 TELCO FAN 22 �,J�/w w' �1 23 SUPPRESSER 20 15 GFl RECEPTACLE 24 �I i/'11\N'ft7 e e CONDUIT SUPPORT DETAIL SITE ADDRESS: SCALE Nf5 S PANEL SCHEDULE 181 NMsWT E_1 - g_1SCALE'NIS DRAWING/TREE VI�pC��p��ooE.II�P {A�r cV4 DRAWING NO: E- 1 - TD UPPER EGB I . , • AwREw ucearz P . ANDREW UGBg12 ,. .. 1.�w/p�e (. ANTENNA MOUNT ROUND ANTENNA MOUNT GROUND UNimit Ya��a�,5 COAX CABLE COAX CABLE��`( GROUNDING KITS m ® GROUNDING q15 J 285 BILLERICA ROAD THIRD FLOOR IF REQ. m m m m CHELMSFORD. MA 01824 CABLE 9 4 ' FAX (978) 244-7240 GROUND KIT E-2 E-2 I O) m - TEL ) 244-7200 CADWEID.TIP. CADWELD �YYT TO SOLD GROUNDING RID 1111 1I I I TINNED GCOPPER (TYP) TO LOWER EGB L I UPPER CIGBE - m LOWER m UPPER AAL�J A NC D ' TO MCB/E 2' w OINE�RI�Ot��ROUP,P.C. K� CABLE E_2 COAX ISOLATED GROUND BAR EXTERNAL(CIGBE)SCALE,NIS xr s H3@VW DIM 31 NNE I ne a�xa� IM NI -0ell LOWER 2 5 I , GPS iAc��-NYY r.0.01�� CIGBE E-2 -2 LL e ANTENNA GROUNDING •L •__JJ TO (P) MGB i _ {�6 AWG GREEN INS. FROM (WHEN SHOWN ON � 1 GROUNDING RISER DNGRAI COPPER (TYP) II I SPARES OF I • J L----------- ••GPS GROUND M BAR m NOTES DETAIL SAW roc INTX KITS 1.m ��INSTALL GROU D WINE DOWN TO GROUNDAEAR AND ALWAYS �w #6G AWG INSULATED GROUNDING HALO LOWER Cl PORT 2. GSUPPUED OR ROUNDING KIT SHALL BE TYPE AND PARE NUMBER AS (ATTACH W/NON-METALIC HANGERS)::� SEE DETAIL'A' m W�rCOD Cc) 3.:WEATHER PROOFINGRECOMMENDEDSHALL BE TWO-PART TAPE SUPPLIED WITH II COLD SHRINK SHALL NOT BE USED. . m HVAC MGB 2 1/2-0 MAX 12'TO 24' CABLE TRAY ENGINEER/LAND SURVEYOR G ANTENNA CABLE IT IS A VIOLATION OF LAW FOR ANY PERSON, CADWELD UNLESS THEY ARE ACTING UNDER THE DIRECTION G TO GROUND RING F OF A LICENSED PROFESSIONAL ENGINEER. G c AT GROUND ROD - TO EQUIPMENT TO ALTER TMIN DOCUMENT• G PATTERN DREW ANND STANDO INSULATORS NSULA EQUAL�LL _ WEATHERPROOFING KR REVISIONS (P)1/2 AWG SOLID AND MOUNTING BRACKETS AS SHOWN .(SEE NOTE 3) TINNED GND TO CAOWElD CABLE GROUND IOT COSTING WATER MAIN TO GROUND PoNC AT /6 AND STRANDED COPPER GROUND GROUND ROD METER AND WDff(GROUNDED TO GROUND BAR) POWER�� DISCONNECT PANEL PANEL (F) (P) (P)MOD (� O) (SEE NOTE I @ 2) EIATIERI' BATTERY CELL MOD . DOOR FRAME/DOOR UNIT UNIT 4.013 CELL GROUNDING JUMPER 4.011 200 e MASTER GROUND BAR(MGB)/EQUIPMENT(EGB) a TO CONNECTION OF CABLE GROUND I4T 40 goC;L\ E-2 SCALE Nrs E-2 ANTENNA CABLE L 2 AWG SOLID0 09/02/09 ISSUED FOR REVIEW TINNED COPPER(TYP) REV. #I DATE I DESCRIPTION TO EXIST. e GROUNDING RISER DIAGRAM GROUND ND PROJECT NO. DESONED LW: SCALE Nrs L1RAN'N I1Y: mj T� As sNwwn E-2 CONDUIT SIZE AS SHOWN ON DWG 1. DO NOT INSTALL CABLE ROUND KR AT A BEND AND ALWAYS HHb01.lA CHBCWD W. INC DIRECT ROUND WORE DOWN TO ANTENNA GROUND BAR. 16 AWG FROM ANTENNA INSULATED GROUNDING BUSHING Z SH RINK RS PROOFING HALL NOT SHALL CBE TWO-PART TAPE KIT.COLD SITE NAME: CABLE�D IQT 0-Z GEDNLH SIZE TO S //y�/�� Qe d•� TO ANTENNAS �W13A .v }6 AWG B 2 GROUND BAR ON WALL.FLOOR TXI RXI TX2 RX2 WEATHERPROOFING CROWN �N�5052 2 OR ON ANTENNA TOWER KIT�•) d ,v ODAX JUMPER(TYP.) ROUND IGT(TYP.) $2IN GREEN (SEE NOTE) INSULATED HUB SITE ADDRESS: 0 0 0 0 0 0 O STR QO O O O O O O O QO EG SIZE NO CONNECTOR TE I /6 AWG I I i I ANTENNA ROUND BAR, � ��) d. SIMDM TO DETAIL 2 WTIHOUT• AWQNA CABLE TO TITS BONDED DIRECTLY TO DRAWING TITTLE: BONDED DIRECTLY TO(Fa EQUIPMENT(TYP.) STEEL FRAMING OF E STRUCTURE D(OTHERMIC WELD TO BE lSED WITH �ry ry�� Q /2 AWG BCW TO BUILDING SER a HEAVY DUTY WATER TO ANTE PIPE �-------- -----��02 AWG MGB EDNDED GROUNDQVG DUAW GROUND OR GROUND RING . PIPE GROUND CLAMP BURNDY TYPE NSNT/NI+NT OR GAR-TC #-ROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES SIZE TO SUIT SHALL ONLY USE EXOTEINC WELDS. #2/0 AWG BCW DRAWING N0: 6 WATER MAIN GROUNDING CONNECTION OF GROUND WIRE TO 5 INSTALLATION OF GROUND WIRE E_2 SCALE,NTS E-2 GROUNDING BAR,TOWER/MONOPOLE E—z TO GROUND BAR SCALE:NTS , E-2 SCALE NIS i •' EQUIPMENT SPECIFICATIONS: HVAC EQUIPMENT SCHEDULE Part, -centrtral 1.0E System D incg n Pc e {I (E)WALL O at co YP•) AIR HANDLER: The rdmms System shot be o Mitsubishi Electric PK spit system series The eyetarn efndl tonal¢t of a e0m etlhouelte,wnpaot roll �..,��L i MANUFACTURER: MEISUBISHI ELECTRIC mounted�pordor Section with discharge,single a outdoor on wired owrd.System model number PKA-A36FAL These system model numbers Include the PU aeries horizontal tJrnlimit IV vYrt�fr 8. ■ r� r� r� (P)METROPCS (P)MEIROPCS z COOUNG(BTU/HR): 34.200 1.02 Quality Assurance 285 BILLERICA ROAD TELCO PANEL ELEC.PANEL' NOMINAL TONS: 3 A.The unite ehal be Ralnd by Electrical ldoratories(ETL)and bear the ETL label &All wiring shall be In accordance with the National Electrical Cods(NEC.). THIRD FLOOR ----- -T 1 AIR HANDIER MODEL' PKA-A36FA C.The unite Shall he rated in accordance with ARI Standard 210 and bear the Aid label. CHELMSFORD, MA R\ D.The units Shan be mandachsed In a facility registered to ISO 9001 and tSO14001 which le a act of Standards appying to 01824 i 1° I I anvimmenta,protection sal by the International Standard Organization(ISO). 1 I I VOLTAGE 208/230V/1 E A fun charge d R-22 for 100 fed d refrigerant tubing shall be provided in the condensing unit TEL (978) 244-7200 \ I 1(P)F�ul I FAX (978) 244-7240 \ 1 1 BATTERY F.A dry air hiding charge o dl r provided 0 the evaporator. G.System a(fklency shot meet a estaed 10.0 STIR. CABINET I - 1.03 Deanery,Storage and Handing . A Unit Shall be stored and handled according to the manufochrro nm re eamendation ` CONDENSER: &The wired controller shall be shipped inside the carton with the Indoor unit and able to withstand IDS F storage 11 1 MANUFACTURER: MITSUBISHI ELECTRIC temperatures and 95%%Z mMfive humldfty, 1 Part 2-Warranty COOLING(BTU/HR): 34,200 (P)ATTROPCS 2.0E The unite shall have a mandacheare warady for a period of one(1)year from date at installation The cmnpressor shall have a womanlyWADVANCED BATTERY NOMINAL TONS: 3 of six(6)years from date of Instalkdion.N,during this period,any port shaWd fa➢to function properly due to defects inworkmaalatP ar CABINET matmlal,it shall be replaced or repaired d the discretion ef the manufacturer. This warranty does nit include labor.2.02 Manufacturer Z. ENOINEERINO GROUP.P.C. CONDENSER MODEL PUY-A36NHA have fifteen yeas experience In the U.S.market. OiBSlredn•t1YDUSl�rrl g. VOLTAGE: 208/23GV/1 Part 3-Performance 34 TSYi�g�E MIS r31 TPAWBRIGE DOWk IS sass ns aosarx-®s rx ar�ar-0mr 3.0E Performance system nce halll perform In 6T FWce to the for t shown In the red below. nr eesar-ass px:ga�/.aNr ---- � 3.02 Perfornana shall be based m BT iWB,e0'FDB for the indoor unit and 95F1)8,757FWB for the outdoor unit. . I •• (P)MEIROPCS Part 4-Product. MOD CELL CONDENSATE PUMP: 4.01 Indoor Unit, A.General:, VENDOR: MITSUBISHI ELECTRIC The InIloor unit shag be factory a nembled,wired and nil tested.Contained within the un@ shall be all factory wiring,piping,control circuit board and fan motor.The wit shall have a self-diagnostic function,}minute time delay red arim,an auto recto t function,and a teal --- PUMP MODEL S11730-115 run Switch.Indoor unit and relr4orat pipes will be charged with dry air Instead of R22 before shipment from the factory. _ &Unit Cabinet , PUMP SYMBOL: CP-1 1.the tming shall have a white Nnida. -H OF II 2.Mufti directional drain and remgerant piping offering four(4)directions for refrigerant piping and two(2)dloctions for draining dl o be standard. MMAMR,C (P)METROPCS (P)CONDENSER UNIT 3.There shall be a separate back pate which secures the unit firmly to the rag. CHRETIEN ( II FUTURE MOD p"MOUNTED ON EQUIPMENT NOTES: C.Fan: p"L CELL - 1.The evaporator fan shall be an assembly with a Ene-flew fan direct driven by a single motor. No.40313 _ PVC SLEEPERS ON ROOF ly dynamically perm nmtly hLdated bearings R 2 The fan shall be static and cots balanced and run on a motor rlth a ABOVE AIR CONDITIONING SYSTEM (AC/ACCU): SPILT SYSTEM, 'MITSUBISHI". 3.A manual adjustable guide vas doll be provided with the abTty to clangs the kflaw from olds to side(IeR or rigid). PKA-A36FA DUCTLESS INDOOR UNIT(AC) 4.A motorized air sweep Row to rver Shall provide an automatic change in air6ow,by directing the air up and dome to provide fa smU«mvT- P METROPCS WALL air distribution. MOUNTED WAG UNIT MODEL PKA-A36FA. RATED AT 34.200 BTUH TOTAL COOLING CAPACITY, 990 5,The indoor fan Shall consist oftwo(2)speeds,High and low. CFM SUPPLY AIR , IISV-10,WITH INTELLIGENT REMOTE CONTROLLER, LOW D.Filter. AMBIANT OPERATION, AND CONDENSATE PUMP WITH A CAPACITY OF 1.45 GPH, 1.Retum air shall be fnRered by means of an Stagy removable washable Per. AT 16.4 FT OF HEAD, COMPLETE WITH INTEGRAL FLOAT SWITCH, MOTOR E Cott UQUID&SUCTION UNES I I ASSEMBLY AND RESERVOIR, 115-10. _ 1.The evaporator call shall be of adermia construction with Smooth plats fins on copper tubing. AND POWER TO EXTERIOR 2.The tubing shag have Inner grooves for High efficiency heat exchange. CONDENSING UNIT I I RUN A 1' PVC CONDENSATE LINE FROM THE INDOOR UNIT (AC)AS 3.All late joints Shall be brazed with p1moopser or s1w cloy. MANUFACTURER'S INSTRUCTIONS AND LOCAL CODES REQUIRE AND CONNECT TO 4.The calls Shall be pressure tested at the factory. ENGINEER/LAND SURVEi'OR CONDENSATE PUMP DISCHARGE TO - NEAREST DRAINAGE SYSTEM IN BUILDING. F.Electrical: IT pm and drab shall ha prodded undo the call. IT IS A VIOLATION OF LAW FOR ANY PERSON. DRAINAGE AREA CONDENSATE PUMP DISCHARGE PROVIDE SUPPORTS AS REQUIRED AND INSTALL AC UNIT AS SHOWN ON LLED 1.The unit abcbYaI power Shall be 115 vdbk 1 phase,60 hertz UNLESS THEY ARE ACTING UNDER THE DIRECTION LINE TO BE SIZED AND INSTA PER PUMP 2.The system Shag ofW be capable Satisfactory operon whin voltage e of 103 volts to 127 volt. MANUFACTURERS RECOMMENDATION DRAWINGS. 3.Th.Endow unit shall not have any supplemental electrical heal elements. OF A LICENSED PROFIESSIONAL ENGINEER, TO ALTER THIS DOCUMENT AIR COOLED CONDENSING UNIT (ACLU), LOCATED ON ROOF OF BUILDING, ON G.This wilt shall have a wired controller to perform Input functions necessary to operate the system. TRUE MGM PVC SLEEPERS, MODEL PU12EK. 209V-10. PROVIDE PRE-CHARGED 2.The controller shall consist of on On-OR ewnda,Cool/Dry-Fan selector,Thermostat Setting,Timer Mode,Hhdr-Loa fan speed,Auto Vans PRE-INSULATED REFRIGERANT LINE SETS (CONNECTING THE INDOOR AND selector.Ted Run Switchka and Chao)Mode Switching. REVISIONS e EQUIPMENT ROOM PLAN OUTDOOR UNITS) IN PROPER LENGTHS FOR APPLICATION (SEE SPECIFICATIONS). J.The a central changes anal be by 7F increments(2) is with a rage d 65-eTF. 4.The adrol syereran shall consist d bro(2)mlaroproassare interconnected M a.Ingle narpolar two wire ebb. M-1 SCALE 1'=2' S.WMng shall rem dired from the Indoor unit to the cadro0er with no Spikes. &Manufacturer shag pmvke 2 conductor 1B Go.stranded wine M connection to nemols controller. 7.The rtiaoprooaesor kaaled in the Indoor unit shall have the capability of sensing rebm air temperature and Indoor all temperature. 2' 1' 0' 2' 4' receiving and processing commode from the wired controller.providing emergency operation and o~ji the outdoor ant. &Normal operation of the remote controller provides individual system control In which one nomads controller and one indoor snit are Installed In the Sane room. 9.The cont;oliar Shall have the capability of ardraPag hq to a mandmum of fifty(50)systems at a madmum developed conbd cable distance of 1.650 fee! ,- ... 10.Tha central voltage from the controller to the Indoor unit shall be 12 volts,DC. 11.The control voltage I waen the Endoor unit and the outdoor wit Shall be 12 voids DC. 12 The System shag De capable of automatic restart when power is restored after power Interruption 13.The System shall Include eslt-diagnesUcs Including total ban of compressor run time 0 09/02/09 ISSUED FOR REVIEW 14.The mtaoprocess ti a within the well mounted remote controller Shall provide automatic cooling,display sal paid and mom tenperahre, 24 how on/oft timer so Ind autonxrtie operation function display.cl mode for memory of mod recent problem. REV. # DATE DESCRIPTION 15,Control System Shag bd con the continued operation of the air sweep lavers,as well as Provide on/alf and systown/ 1&The contrdrode ler shall have the capability to provide sequential Starting with up to f y seconds delay. PROJEI;E LID. DESIGNED eh Mc SML ` - „ """" " - 17.Two remote controllers an be used to antral one unit. ORANN Elf: LDd AS SHOWN HINDM34 4.02 Outdoor Unit CHM"W. we INDOOR WALL UNIT A ceserab The outdoor m@ is designed -;,0iaOy for use with PK series Indoor units. These units ore equipped with a ch bard that SITE NAME' 3 Interfaces,to the PK indoor unit and perform ad functions necessay for operaem. The unit must have a powder rented firdeh The LIQUID LINES, SUCTION LINES, f outdoor unit Shall be completely,factory assembled,piped and abed. Each unit must be nil tested at the factory. CONDENSATE DRAINS AND POWER - M-1 SCALE: N.T.S. B.Unit Cabinet TO BE CONNECTED PER _ 1.The casing shall be fabricated of galvanized Steel,badsrhed and finished with a powder coded baked enamel. . MANUFACTURER'S REQUIREMENTS PROPOSED AIR COOLED J C1 For: wit shall be fumisl with ef8=r one or two direct drive propeller typo to=. CROWN CONDENSER UNIT 2.The motor shag have Inherent profeeUm,be pennmmlly lubricated bearings GROWN 875052 MOUNT UNIT TO SLEEPERS ACCORDING 3.The fan motor C The fan ehdl beshall ha provided with a for operation.prevent TO MANUFACTURER'S REQUIREMENTS. S.The outdoor unit Shall have a horizontal discharge a'rfbw.co moving ports. /y�N'v MAINTAIN SUFFICIENT SPACE BETWEEN D.Con: TO ALLOW FOR PROPER -'� 1.Tha anda ser coil shall be ofnorh sous construction with lanced a corrugated plats fa=on capper tubing. UNITS A UNITS RO 2.The all hall be protected with an N d m d.tegretal goa , J.Ref Ieurt flow ham the tondenxr Shag be adreled by mans d o motoring orma. E.Carp_.. 1.The compressor shall be a high perforrtance rotary. SITE ADDRESS: WEATHERPROOF SERVICE 2.A crankcase heater shall be factory mounted on the outside of the compressor. DISCONNECT SWITCH AT 3.The outdoor unit shall haw an accumulator. ��) � T ® OUTDOOR CONDENSER UNIT - :^tea# t'""°v!i 4.The compressor will be equipped with an intemal thermal ovedood. wNwoo m 3 5.The compressor shall be a high performance rotary. 6.A crankcase heater shall be factory mounted on the outside of the compressor. 7.The outdoor unit shall have an accumulator. ® GFl RECEPTACLE IN &The compressor will be equipped with an internal thermal overload. DRAWING TITLE: o WEATHERPROOF BOX { 9.The outdoor unit shall have a high pressure Safety Switch. s!'' 10.The outdoor unit must have the ability to operate with a maximum height difference at 164 fed and hoe rvft%emd tubing �/��/�� ry �(p REFRIGERANT PIPING. INSTALL IN ACCORDANCE "'' '` . - leng81 of 184 fed between Indoor and outdoor units wtthaut the need for Ors du changes,trope or addAIonal tit. MECHANICAL RAN,NOTES a WITH MANUFACTURER'S RECOMMENDATION.INSTALL RA'� FILTER DRIER.INSULATE SUCRON LINE AND PAINT 11.The compressor shall be mounted to avoid the tranemiesion of vib DE ration. AI WITH'UV'INHIBITOR PAINT OR EQUAL 12.The outdoor unit shall be capable of operating at OF ambled temperabure w/o additional low ambient controls F.Electrical: a, * •41�y 1.The wit electrical power Shall be 208/230 voice,I phase,80 hertz. t. 2.The unit shall be capable of satlefactory operation within wNoge gaits of 198 volts to 253 volts. • PROPOSED PVC _• 3.The outdoor unit shall be controlled by the microprocessor located in ee Indoor unit DRAWING N0: SLEEPERS A The control voltage between the indoor unit and the outdoor unit Shall be 12 voids DC. OPTIONAL ROOF PAD. J 2 CONDENSER UNIT ADHERE TO SLEEPERS ONLY + REMOTE CONTROLLER 5 OUTDOOR CONDENSING UNIT 1 M-1 SCALE N.T.S. M-1 SCALE: N.T.S. M-1 SCALE: N.T.S. e e C 2099 THESE PI!AN5 ARE THE EXCLUSIVE PROPERTY OF RRC Engineering,LLC AND THE USE OR REUSE OF THESE PLANS WITHOUT HIS PERMISSION , I I I I 15 PROHIBITED. -- -- ---- - _ - _ -_ - _ — - - - - - - - - -- -- - - - - - - - i fco I I I co (E) W18 i _ _ — — — — — — — — — — — — — — — — — — — — — \� I I I = V vJ 'j I LoI I t2 o f 1 G -lz x I I I o s ' d "X11Y LVL(N) 1 I to 3 L N I i I 6 1 N 4-1M _ I 1 I I I I S3.1 5 I s (E) W18 - - - - - - - - — - - - - —�-- - - - - - - - - - - - - - - - I I I I I I 1 1 a I I P (N) 1-"X11Y" LVL I I p (E) FOUNDATION 9 I I ' (N) HSS8x3XY I I I WALL " 3 TYP. DETAIL s3, I I I 3 e 4 CONFIRM DIMENSIONS DETAIL s3.1 I IN FIELD WITH (E) I I 1 MASONRY OPENING I I x x I I I , (E) W18 ° N U _ . _. . D - - - - - - - - - - 1 - - 1 53.1- - - +- - - - - - - - Q I I I I C�3 O_ N HSS12x6 POST I I ( 4 I I I ( ) (�) ih NOTE: I I I DETAIL04 _ p I J ALL STEEL EXPOSED TO WEATHER I I I DETAIL Q 1 1 I `�' SHALL BE HOT-DIPPED GALVANIZED, , , TYPICAL, UNLESS NOTED OTHERWISE I I ( (N) 1'Y4-X11Y" LVL I Z p UJ w (E) W18 - - - - - - - - - - - - — - U— W ", U I N O 1-"X11Y" LVL I I ( O U- I 5 I I I i 06 S3.1 1 a 1 c CV I I I 6 o ] O f s3.1 'I � z i I W04 I I I N } ...p J � lG I 1 I I I CL _ � - (E) W18 �. _ _ _ _ _ - _ - _ _ _ _ _ - - _ - PROGRESS� _ PRINTS REVISIONS 1 I I s (N) 1-"X11Y" LVL I 1 I 03/05/10 CONST. I I I I a I I I II I I I 3 � CN I I I I I I — — — — — — — — — — — — —�- - — —� — - -�- - — — '�-- — — - — — — I 1 I I I I I I i cV 1 I I I I i NORTH — - - - - - - - - I I I - - - - - - 1 I I I I 1 1 I I I N or Mq s A5 NOTED 8 `s9 SCALE 11013E"R I I?. �'9 1 D 11 8 9 1 D 11 CHAF�1 RAND c'n RRC S If iUC I(J13nL =; DRAWN No-32109 0) R OF F��AMING PLAN UPPER LEVEL STRUCTURAL PLAN �. ,�`�� J0�NO ��oNA� N�'�� _ DATE 03105AO d c • - - 'az 1 1 78 South Street Wrentham, MA 02093 5� . 508 384-0163 www.rrcennineerinsa.com SHEET CO2010 GENERAL NOTES STRUCTURAL STEEL NOTES WOOD FRAMING THESE PLANS ARE THE EXCLUSIVE PROPERTY OF LC 1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, CIVIL, 1. LUMBER SHALL BE SPRUCE-PINE-FIR NO. 1 NO. 2 OR BETTER WITH THE FOLLOWING MINIMUM RRC Engineering, R 1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE THIRTEENTH EDITION OF / AND THE USE OR REUSE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS AND THE SPECIFICATIONS. THE CONTRACTOR AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "STEEL CONSTRUCTION MANUAL, ALLOWABLE PROPERTIES: OF THESE PLANS SHALL. VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO ITEMS TO BE PLACED OR SET IN STRESS DESIGN WITHOUT HIS PEKMI55ION THE STRUCTURAL WORK. ALLOWABLE BENDING STRESS Fb= 875 PSI 15 PROHIBITED. 2.STRUCTURAL STEEL FABRICATION AND ERECTION SHALL COMPLY WITH THE PROVISIONS OF AISC'S ALLOWABLE SHEAR STRESS Fv= 70 PSI 2.THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE SEVENTH "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, CURRENT EDITION. COMPRESSION Fc 1,100 PSI EDITION OF THE MASSACHUSETTS STATE BUILDING CODE. MODULUS OF ELASTICITY E= 1,400,000 PSI 3.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING REQUIRED TO ERECT AND 3.STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING: 2.PRESSURE TREATED LUMBER SHALL BE USED WHERE INDICATED ON PLANS, IN ALL EXTERIOR HOLD NEW STRUCTURES IN PROPER ALIGNMENT UN11L PERMANENT SUPPORTS AND LATERAL STRUCTURAL STEEL W-SHAPES - ASTM A992, Fy=50 KSI APPLICATIONS, AND IN APPLICATIONS WHERE THE LUMBER IS IN CONTACT WITH GROUND. PRESSURE BRACING ARE IN PLACE. OTHER STRUCTURAL STEEL SHAPES, PLATES, BARS - ASTM A36, Fy=36 KSI TREATED LUMBER SHALL BE SOUTHERN YELLOW PINE, NO. 1 GRADE. LUMBER SHALL BE TREATED WITH ALKALINE COPPER QUAT (ACQ) OR COPPER AZOLE (CBA) PRESERVATIVE. 4.THE CONTRACTOR IS RESPONSIBLE FOR SHORING AND BRACING THE EXISTING BUILDING RECTANGULAR HSS AND SQUARE HSS - ASTM A500 GR. B, Fy=46 KSI COMPONENTS PRIOR TO THE START OF DEMOLITION. ANCHOR BOLTS - ASTM F1554, GRADE 36, 55, OR 105 3.FRAMING CONNECTORS AND FASTENERS FOR USE WITH PRESSURE TREATED LUMBER SHALL BE 5.WHERE CONSTRUCTION OCCURS WITHIN OR ADJACENT TO EXISTING CONSTRUCTION, THE 4.UNLESS OTHERWISE NOTED, CONNECTIONS SHALL BE AISC TYPE 2 "STANDARD FRAMED BEAM STAINLESS STEEL. ALTERNATIVELY, BATCH/POST HOT-DIPPED GALVANIZED FASTENERS (ASTM A153) CONTRACTOR SHALL FIELD MEASURE THE EXISTING BUILDING DIMENSIONS AND COMPONENTS AND CONNECTIONS" WITH ASTM A325 BOLTS. UNLESS REACTIONS ARE INDICATED ON DRAWINGS, AND FRAMING CONNECTORS (ASTM A123) SHALL BE USED. COORDINATE CONSTRUCTION DETAILS WITH THE ACTUAL DIMENSIONS. CONNECTIONS SHALL BE DESIGNED FOR ONE HALF OF THE MAXIMUM TOTAL UNIFORM LOAD oN INDICATED IN TABLE 3-6 OF THE STEEL CONSTRUCTION MANUAL. 4.PLYWOOD WALL SHEATHING SHALL BE 15/32" OR %" THICK APA RATED SHEATHING, C-D, EXPOSURE 6.ALL CONSTRUCTION IS NEW UNLESS SPECIFICALLY NOTED AS EXISTING (E}. 1, 24/0 SPAN RATING. FACE GRAIN SHALL BE PLACED PERPENDICULAR TO SUPPORTS. JOINTS SHALL 5.HIGH STRENGTH BOLTS MAY BE TIGHTENED TO "SNUG TIGHT" CONDITION. BE STAGGERED. 0 7.THE STRUCTURE WAS DESIGNED FOR THE FOLLOWING LOADS: S. 6.WELDING SHALL BE IN ACCORDANCE WITH AWS 01.1 "STRUCTURAL WELDING CODE." WELD 5.FASTEN SHEATHING TO STUDS AND HORIZONTAL BLOCKING WITH 100 NAILS AT 6" CC AROUND THE O � ROOF SNOW LOADS ELECTRODES SHALL BE E70XX. PROVIDE A MINIMUM OF 3/16" CONTINUOUS FILLET WELD UNLESS PERIMETER OF INDIVIDUAL SHEETS AND 12" CC WITHIN THE FIELD. GROUND SNOW, Pg = 35 PSF OTHERWISE NOTED. ENGINEERED LUMBER r, FLAT ROOF SNOW, Pf = 27 PSF ADDITIONAL SNOW DRIFT ON CANOPY P = 85 PSF 7.ALL STEEL NOTED AS GALVANIZED SHALL BE HOT-DIPPED GALVANIZED. ALL ABRADED, WELDED, '� � '� OR OTHERWISE DAMAGED AREAS SHALL BE CLEANED AND PAINTED WITH TWO COATS OF 1. LVL BEAMS SHALL BE MANUFACTURED BY THE FOLLOWING, OR APPROVED EQUAL: In o COLD-GALVANIZING COMPOUND. s' WIND LOADS MICRO-LAM BY [-LEVEL 4UJ BASIC WIND SPEED, V 120 MPH 8.SEE CONCRETE GENERAL NOTES FOR COLUMN BASE PLATE GROUT MATERIAL. VERSA-LAM 2800 BY BOISE CASCADE � WIND IMPORTANT FACTOR, Iw 1.0 GP LAM 2.0E BY GEORGIA PACIFIC S '� BUILDING CATEGORY ENCLOSED 9.ASPHALT MASTIC PAINT SHALL BE APPLIED TO STRUCTURAL STEEL IN CONTACT WITH SOIL, SUCH O S WIND EXPOSURE B AS STEEL COLUMNS, BASE PLATES, AND ANCHOR BOLTS BELOW SLABS. ASPHALT MASTIC PAINT 2.LVL BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: 4-1 -� L 8.MECHANICAL UNIT WEIGHTS AND LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. THE SHALL BE KARNAK #220AF FIBERED EMULSION DAMPROOFING OR EQUIVALENT. CONTRACTOR SHALL VERIFY LOCATIONS AND WEIGHTS SHOWN AND REPORT DISCREPANCIES TO ALLOWABLE BENDING STRESS Fb= 2,600 PSI THE ARCHITECT. 10. SUBMIT THE FOLLOWING TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION OR ALLOWABLE SHEAR STRESS Fv= 285 PSI CONSTRUCTION: MODULUS OF ELASTICITY E= 1,900,000 PSI SHOP DRAWINGS FOR FABRICATION AND ERECTION 3.ENGINEERED LUMBER SHALL BE MANUFACTURED IN A PLANT EVALUATED FOR FABRICATION BY THE GOVERNING CODE EVALUATION SERVICE AND UNDER THE SUPERVISION OF A THIRD-PARTY INSPECTION AGENCY LISTED BY THE CORRESPONDING EVALUATION SERVICE. CONCRETE MASONRY NOTES STEEL DECK NOTES 4.ENGINEERED LUMBER MATERIALS, IF STORED PRIOR TO INSTALLATION, SHALL BE PROTECTED FROM 1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN CONCRETE THE WEATHER. THEY SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND ANY SHOP INSTUTE (ACI) "BUILDING CODE REQUREMENTS FOR CONCRETE MASONRY STRUCTURES" ACI 1. STEEL DECK SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN IRON AND STEEL DRAWINGS AND MANUFACTURERS INSTALLATION SUGGESTIONS. TEMPORARY CONSTRUCTION LOADS THAT 530-95 / ASCE 5-95. INSTITUTE (AISI) "SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL CAUSE STRESSES BEYOND DESIGN LIMITS ARE NOT PERMITTED. SAFETY BRACING IS TO BE PROVIDED MEMBERS" AND THE STEEL DECK INSTITUTE (SDI) "DESIGN MANUAL FOR COMPOSITE DECKS, FORM BY THE INSTALLER TO KEEP THE LVL BEAMS STRAIGHT AND PLUMB AS REQUIRED AND TO ENSURE 2.CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO THE "SPECIFICATIONS FOR CONCRETE DECKS, AND ROOF DECKS." ADEQUATE LATERAL SUPPORT FOR THE INDIVIDUAL LVL MEMBERS AND THE ENTIRE SYSTEM UNTIL THE MASONRY STRUCTURES" ACI 530.1-95 / ASCE 6-95. SHEATHING MATERIAL HAS BEEN APPLIED. 2.STEEL DECK UNITS SHALL COMPLY WITH THE FOLLOWING: 5.HOLES ARE NOT TO BE CUT IN BEAMS COLUMNS OR JOISTS UNLESS PREVIOUSLY APPROVED BY 3.THE COMPRESSIVE STRENGTH OF MASONRY, f'm, EXPRESSED AS FORCE PER UNIT OF NET CROSS-SECTIONAL AREA, SHALL BE 1,500 PSI AT 28 DAYS. ROOF DECK SHALL BE 1 %" DEEP X 18 GA GAGE GALVANIZED TYPE B DECK. UNLESS THE ENGINEER AND ONLY IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SPECIFICALLY NOTED ELSEWHERE ON DRAWINGS, ATTACH DECK TO STRUCTURAL STEEL FRAME 6.ALL ENGINEERED WOOD PRODUCTS SHALL BE IDENTIFIED BY A STAMP INDICATING THE PRODUCT TYPE 4.CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, TYPE 2 AND BE MADE WITH NORMAL WITH 5/8" DIAMETER PUDDLE WELDS IN A 36/4 PATTERN. SIDELAP FASTENERS SHALL BE #10 WEIGHT AGGREGATE. COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL COMPLY WITH SELF-TAPPING SCREWS AT 1 3 POINTS BETWEEN SUPPORTS. FASTEN EDGEMOST PANEL TO STEEL AND GRADE, NER, ICBO, ES OR CCMC EVALUATION REPORT NUMBER, MANUFACTURER'S NAME, PLANT THE FOLLOWING FRAMING WITH 5/8" DIAMETER PUDDLE WELDS AT THE SAME SPACING AS SIDELAP FASTENERS. NUMBER AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. < 1,900 PSI FOR f'm = 1,500 PSI 7.JOIST HANGERS AND FRAMING HARDWARE SHALL BE AS MANUFACTURED BY SIMPSON STRONG TIE cti 3.WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3 "STRUCTURAL WELDING CODE - SHEET COMPANY OR EQUAL. UNLESS SPECIFICALLY NOTED ON THE DRAWINGS, USE FRAMING HARDWARE 06 0 z 5.REINFORCING STEEL SHALL COMPLY WITH ASTM A 615, GRADE 60. SHOP-FABRICATE REINFORCING STEEL." FIELD WELDS SHALL BE WIRE BRUSHED AND PRIME PAINTED. SUITABLE FOR THE INTENDED APPLICATION. H BARS WHICH ARE SHOWN TO BE BENT OR HOOKED. 4.PERMANENT SUSPENDED LOADS SHALL NOT BE SUPPORTED BY METAL DECK. p N 6.HORIZONTAL JOINT REINFORCING SHALL CONFORM TO ASTM A951 AND BE HOT-DIPPED GALVANIZED. 5.SUBMIT THE FOLLOWING TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION OR QCONSTRUCTION: T GROUT SHALL COMPLY WITH ASTM C 476 AND SHALL BE PROPORTIONED TO OBTAIN THE PRODUCT DATE INCLUDING MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOLLOWING 28-DAY COMPRESSIVE STRENGTHS: SHOP DRAWINGS FOR FABRICATION AND ERECTION O 2,000 PSI FOR f'm = 1,500 PSI 8.MORTAR SHALL COMPLY WITH ASTM C 270, TYPE S OR M. AGGREGATE FOR MORTAR SHALL O COMPLY WITH ASTM C 144. USE TYPE M MORTAR BELOW GRADE AND TYPE S MORTAR ABOVE LL GRADE. W 9.ALL MASONRY CORES CONTAINING VERTICAL REINFORCING SHALL BE GROUTED SOLID. LL U LL LL 10. LAP REINFORCING BARS 48 X BAR DIAMETER AT ALL SPLICES. O 11. PROVIDE REBAR DOWELS FROM THE FOUNDATION OF THE SAME SIZE AND SPACING AS V w VERTICAL REINFORCING. DOWELS SHALL HAVE STANDARD ACI HOOKS. (� v `� 0 O � 12. ALL CMU CORES BELOW FINISHED GRADE SHALL BE GROUTED SOLID. O O ? 13. PROVIDE BAR POSITIONERS FOR ALL VERTICAL REINFORCING AT 200 X BAR DIAMETER a SPACING. < a 14. SUBMIT THE FOLLOWING TO THE ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION: 1.J.1 Z LEITER OF COMPLIANCE OF MASONRY UNITS WITH ASTM C90 LU GROUT MIX DESIGN AND TEST REPORTS FOR THE PROPOSED MIX REINFORCING STEEL SHOP DRAWINGS PROGRE55 PRINTS REVISIONS 03/05/10 CONST. NORTH IV AS NOTED OR Fi i R. SCALE C FiHAlli-RAND n SiI?UCIUHAI_ U `' RRC No. 321 f7S3 DRAWN 9 F:nF. 0NA EN JOB NO I DATE 03/05/10 r r d !u C 3 �-�2.1 78 South Street Wrentham,MA 02093 508 384-0163 www.rrcenaineerina.com SHEET C 2009 THESE PLANS ARE THE EXCLUSIVE PROPERTY OF RRC Engineering,LLC COL AND THE USE OR REUSE (E) 4-2X12 OF THESE PLANS WITHOUT HIS PERMISSION (E) WOOD ROOF 15 PROHIBITED. 11 DECK (N) 1401Y LVL SPAN BETWEEN (E) W18 BEAMS t (N) WINDOW , �` ;�.; ,.� ._��...�.._ ��..�._777=1 �. � � FASTEN LVL W/(3) ROWS OF SEE ARCH. DWG. :....._._ 16d GALV. NAILS 0 12" O.C. (E) FOUND. (N) "0 STAINLESS ,, s X WALL BELOW STEEL HAS ROD IN (N) 2x4 PLATE HIT HY150 EPDXY .... NOTE: (E) W12 + STL. ANGLE .—' MIN. 6- EMBED. k (N) 20 STUDS w O .INFORM ENGINEER OF RECORD IF I � 0 16" O.C. w i. REINFORCING ALREADY EXISTS Q 4� � (E) CMU WALL I REMOVE & PATCH (E) CMU WALL TO ALLOW (N) " PLYWOOD w � SHEATHING INSTALLATION OF HSS C� x — — & BASE PL. (E) W18 BEYOND DRILL HOLES IN (E) ANGLE a— (E) 12" CMU ' ' FOR Y2"0 BOLTS 0 24" O.C. (N) CONTIN. Q 0 x TO REMAIN k - INSTALL #6 0 6'-0" O.C. I RECESS HEAD hot INTO LVL J7 1-x11Y LVL DRILL & EPDXY INTO (E) MTN. (N) HSS12x6 � MIN. 9" EMBED. GROUT COREV $ SOLID W/REINF. ] 1 SECTION > ( I (N) Xx9x1'-1" S3.1 Y4" _ 1'-0" Q S o (E) SLAB—ON-GRADE BASE PLATE S L E a COL l'Q3 9" 4 SECTION ' (E) FOUND. S31 '" - 1'-0" $` WALL ( I I I I (N) HSS12X6 I BASE PLATE SECTION (E) SLAB—ON—GRADE (N) Y"0 STAINLESS STEEL HILTI HAS ROD IN HIT HY150 U EPDXY MIN. 6-" EMBED. < z (E) WOOD ROOF (E) 4-2X12 l DECK i O� (E) FOUND. p[ WALL O V BENT PLATE 9f6x3x8x8" Q Lll LG. EA. SIDE OF HSS12X6 LL I I � (E) W12 + STL. ANGLE LL. SECTION LL. e C S PLAN D SEE PLAN E SEE PLAN F SEE PLAN G M _. __._. I FACE OF WINDOW 53.1 -" SEE PLAN SEE MULLION—SEE ARCH. CONFIRM DIMENSIONS IN FIELD V i I I I W E MASONRY OPENING 1 i (E) W18 BEYOND � DWG. � / O o 3'-10" 3'-10" CL © z m, I I CUT 8" LONG SECTION OF NOTE: IaL M EXIST. ANGLE TO CLEAR I 5 ' ' (N) LVL (TYP.) ' HSS. CONNECT ANGLE TO GRIND ALL WELDS (N) 1,Y4x11Y LVL 1s 3.1 T.O. _ +14'-1Y" SEE PLAN NEW HSS W L3x3 CLIP SMOOTH (N) 1Y2" x 18 GA. z (TYP.) )I I / I GALV. ROOF DECK O I Y �— LIJ .. ....�.. {� ,—. — (E) W18 (E) ._ ._ (N) HSS8x3 � i� 7r I (N) HSS8X3 (TYP.) ;E ( ,) �, CANOPY STR TURE (GALV.) PROGRESS PRINTS REVISIONS II li9 'iE ( I i I I li i (N) HSS12x6 I (N) HSS8X3 (GALV.) (N) -"0 STAINLESS TYP. k N HSS 12x6 I TYP. Y E FOUND. 1 ( ) I (TYP.) 4y 3 2 5'-10" STEEL HAS ROD 6„.y: WALL BELOW 03/05/10 CONST. (N) HSS12x6 I I I I W I i (E) CMU WALL (E) PIPE COL REMOVE & PATCH (E) TO BE REINFORCED (TYP-) SEE DETAIL 4/S3.1 SEE DETAIL 4/53.1 CMU WALL TO ALLOW SEE DETAIL 3/S3.1 SEE DETAIL 3/S3.1 a € INSTALLATION OF HSS M � � & BASE PL. r5 SECTION ' rA ELEVATION (BA)SE PLATE—1" NORTH 3 SECTION AS NOTED SCALE CIIARTRAND m > S I uj c 1 U R A L :1 DRAWN RRC No ;3l_109 8/0NVAL ENcl JOB NO far DATE 03/05/10 c w 78 South Street Wrentham,llllA 02093 • 608 384-0163 www.rrcenaineerina.com SHEET