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0644 WEST MAIN STREET - Health
CAPE FISH & LOBSTER 644 WEST MAIN STREET A Y`S T y pia c THIS RENDERING IS DIAGRAMMATIC ONLY AND S I eC9 pre Nr N HYANNIS, MA IS NOT INTENDED TO CONVEY ANY F e i-I� -r � INFORMATION ABOUT THE DESIGN OR J -L L'}t--' CONS.RUCTION FOR THIS PROJECT. 1 I `y-' L H ', r i I I I l i i l j 4 �,.. BUILDING CODE COMPLIANCE,8TH EDITION ARCHITECT DOUGLAS SANFORD ASSOCIATES, INC. LIST OF DRAWINGS IBC 309.1 MERCANTILE GROUP M 22 CLAY HILL DRIVE PLYMOUTH,MA 02360 C-1 EXISTING CONDITIONS IBC TABLE 503 ALLOWABLE HEIGHT AND BUILDING AREAS C-2 LOTTING PLAN Height limitations shown as stories and feet above grade plane. CONTACT: DOUGLAS SAN FORD Area limitations as determined by the definition of"Area,building,"per floor. C-3 DEMOLITION USE GROUP M,TYPE 36 CONSTRUCTION,2 STORY 12,000 S.F. Actual area is 5,577 s.f. PHONE: (508)747-4300 C-4 DEVELOPED CONDITIONS FAX: (508)747-4300 C-5 PROPOSED SEWER CONNECTION IBC 504.2 AUTOMATIC SPRINKLER SYSTEM INCREASE.Where a building is equipped throughout with an a roved atomatics sprinkler system in accordance with Section 903.3.1.1,the values C-7 PROPOSED LANDSCAPING specified in Table 503 for C-6 PROPOSED GRADING&DRAINAGE pp p y p maximum buuilding height is increased by 20 feet(6096 mm)and the maximum number of stories is increased by one. C-8 CONSTRUCTION DETAILS These increases are permitted in addition to the building area increase in accordance with Sections 506.2 and 506.3. For Group R buildings equipped throughout with an approved automatic sprinkler system in accordance with Section Al BASEMENT PLAN 903.3.1.1,the value specified in Table 503 for maximum building height is Increased by 20 feet(6096 mm)and the A2 FIRST FLOOR PLAN maximum number of stories is increased by one,but shall not exceed 60 feet(18288 mm)or four stories, SITE STENBECK AND TAYLOR, INC. A3 SECOND FLOOR PLAN respectively. A4 EXTERIOR ELEVATIONS IBC TABLE 601 ENGINEERING 844 WEBSTER STREET,SUITE 3 AS EXTERIOR ELEVATIONS FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS(hours) MARSHFIELD,MA 02050 A6 SECTION A BUILDING ELEMENT TYPE 3B A7 SECTION B Structural frame Including columns,girders,trusses 0 CONTACT: AB SECTION C&D Bearing walls Exterior 2&Interior 0 PHONE: 781 834-8591 - Nonbearing walls and partitions Exterior See Table 602 ( ) A9 SECTION E Nonbearing walls and partitions Interior 0 FAX: (781)837-8238 A70 SECTION F&TOILET DETAILS Floor construction and secondary members 0 All DETAILS Roof construction and secondary members 0 Al2 DETAILS IBC TABLE 602 A13 SCHEDULES&DETAILS FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS ��I A14 BASEMENT CEILING PLAN FREES PARATIONDSTANCE(feet)00ATION =0 STRUCTURAL W. A. MCKINNON ASSOCIATES A16 FIRST FLOOR CEILING PLAN A16 SECOND FLOOR CEILING PLAN IBC 1004 OCCUPANT LOAD 278 WASHINGTON STREET A17 SPECIFICATIONS 1004.1 Design occupant load.In determining means of egress requirements,the number of occupants for whom WEYMOUTH,MA 02188 A18 SPECIFICATIONS means of egress facilities shall be provided shall be determined in accordance with this section.Where occupants S-1 FOUNDATION PLAN from accessory areas egress through a primary space,the calculated occupant load for the primary space shall CONTACT: MIKE SCHILLING include the total occupant load of the primary space plus the number of occupants egressing through It from the S-2 FIRST FLOOR FRAMING PLAN accessory area. PHONE: (781)331-5898 S-3 SECOND FLOOR FRAMING PLAN&DETAILS IBC TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT FAX: (781)331-2811 S-4 ROOF FRAMING PLAN&DETAILS S-5 MASONRY REINFORCING PLAN&DETAILS Mercantile S-6 FOUNDATION DETAILS Areas on other floors 60 gross,Second floor admin area 1,028 s.f+60=17 Occupants Basement and grade floor areas 30 gross,Retail area=1,139 s.f._30=38 Occupants S-7 COLUMN SCHEDULE&NOTES Storage,stock,shipping areas 300 gross,Basement 2,516 s.f.+First floor stock area 4,438 s.f.+Second floor stock S-8 DETAILS area 2,214 s.f.=9,168_300=31 Occupants INC. SP-1 SPRINKLER GENERAL NOTES,SYSTEM SCHEMATIC,LEGEND&DETAILS TABLE 1005.1 EGRESS WIDTH PER OCCUPANT SERVED FIRE PROTECTION MEA ENGINEERING ASSOC. CSP-2 BASEMENT FLOOR SPRINKLER LAYOUT OCCUPANCY WITH SPRINKLER SYSTEM PLUMBING SP-3 FIRST FLOOR SPRINKLER LAYOUT Stairways(inches per occupant)0.3,Greatest load from first floor 38 Occupants x 0.3"=11.4",actual width 36". HVAC 20 FELTON STREET SP-4 SECOND FLOOR SPRINKLER LAYOUT Other egress components(Inches per occupant)0.2,Greatest load is all occupants exiting single door=86 x 0.2= ELECTRICAL WALTHAM,MA 02453 P-1 PLUMBING GENERAL NOTES,LEGEND&FIXTURE SCHEDULE 17.2",actual minimum width is 36". P-2 BASEMENT WASTE&VENT PIPING LAYOUT IBC 1021 NUMBER OF EXITS AND CONTINUITY CONTACT: BILL KNOWLES P-3 GROUND LEVEL WASTE&VENT PIPING LAYOUT 1021.1 Exits from stories.All spaces within each story shall have access to the minimum number of approved PHONE: (781)894-6730 P-4 SECOND LEVEL WASTE&VENT PIPING LAYOUT independent exits as specified in Table 1021.1 based on the occupant load of the story.For the purposes of this P-5 BASEMENT WATER&GAS PIPING LAYOUT chapter,occupied roofs shall be provided with exits as required for stories. P-6 GROUND LEVEL WATER&GAS PIPING LAYOUT Exceptions: 1.As modified by Section 403.5.2. P-7 SECOND LEVEL WATER&GAS PIPING LAYOUT 2.As modified by Section 1021.2. P-8 FOOD SERVICE PLUMBING ROUGH-IN LAYOUT M-1 HVAC GENERAL NOTES&EQUIPMENT SCHEDULES IBC TABLE 1021.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD M-2 BASEMENT HVAC LAYOUT Persons per story 1-500,2 exits per story.1021.2 Single exits.Only one exit shall be required from Group R-3 KITCHEN EQUIPMENT DC P DESIGN M-3 GROUND FLOOR HVAC LAYOUT occupancy buildings or from stones of other buildings as Indicated in Table 1021.2.Occupancies shall be permitted to have a single exit in buildings otherwise required to have more than one exit if the areas served by the single exit 171 CHASE ROAD M-4 SECOND FLOOR HVAC LAYOUT do not exceed the limitations of Table 1021.2.Mixed occupancies shall be permitted to be served by single exits DARTMOUTH,MA 02747 E-1 ELECTRIC NOTES&LEGEND provided each individual occupancy complies with the applicable requirements of Table 1021.2 for that occupancy. E-2 ELECTRIC SCHEDULE&ANSUL RISER Where applicable,cumulative occupant loads from adjacent occupancies shall be considered in accordance with the CONTACT: DON PLANT provisions of Section 1004-1.Basements with a single exit shall not be located more than one story below grade E-3 ELECTRIC PANELS&SCHEDULE plane.Actual number of exits is 2 per story except the basement. PHONE: (508)993-7736 E-4 BASEMENT LEVEL POWER PLAN E-5 FIRST LEVEL POWER PLAN IBC TABLE 1021.2 STORIES WITH ONE EXIT E-6 SECOND LEVEL POWER PLAN Basement of Occupancy M,Maximum occupants per floor 49 and 75 feet travel distance.Basement has one exit, occupant load is 7 and travel distance is 55 feet. E-7 BASEMENT LEVEL LIGHTING PLAN E.8 FIRST LEVEL LIGHTING PLAN 1 IBC 1022 EXIT ENCLOSURES E-9 SECOND LEVEL LIGHTING PLAN f1022.1 Enclosures required.Interior exit stairways and interlor exit ramps shall be enclosed with fire barriers E-10 KITCHEN POWER PLAN constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 712,or OWNER'S COOLER- BRANCH RIVER PLASTICS INC. FA-1 FIRE ALARM NOTES,LEGEND&RISER both.Exit enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more and not less than 1 hour where connecting less than four stories.The number of stories connected by the exit FREEZER CONTRACTOR 15 THURBER'S BOULEVARD FA-2 BASEMENT LEVEL FIRE ALARM FLOOR PLAN enclosure shall include any basements but not any mezzanines.Exit enclosures shall have a fire-resistance rating FA-3 FIRST LEVEL FIRE ALARM FLOOR PLAN I not less than the floor assembly penetrated,but need not exceed 2 hours.Exit enclosures shall lead directly to the SMITHFIELD,RI 02917 FA-4 SECOND LEVEL FIRE ALARM FLOOR PLAN exterior of the building or shall be extended to the exterior of the building with an exit passageway conforming to the requirements of Section 1023,except as permitted in Section 1027.1.An exit enclosure shall not be used for any CONTACT: ROBERT MAYO �.�/f 1 SE-1 BASEMENT FLOOR SECURITY purpose other than means of egress.Exit stairways are 1 hour fire rated. PHONE: (401)232-0270 f "`YYY SE-2 FIRST FLOOR SECURITY I SE-3 SECOND FLOOR SECURITY FAX: (401)231-3434 K-1 EQUIPMENT PLAN&SCHEDULE K-2 PLUMBING CONNECTION PLAN - K-3 ELECTRICAL CONNECTION PLAN v n V PRk—./—L D SITE STENBECK _ PLAN CAPE FISH & LOJBSTER caY�oR; INC. Registered Professional Engineers&Land Surveyors - - _ 844 Webster Street .. - Suite 3 .. Marshfield, Ma. 02050 arcel Nos. 249 95, 249-133 & 249-132 9 Steeple St Fec 781_637_5238 9 Steeple Street . ., P.O. Box 630 - Mashpee Commons, Me. 02649 — — 508—W9 9300 Fax: 508-539 9301 Email: adminOetwb*.k ndtaylor.eom WEST MAIN S TREE T �.etenba�anata��.aam Applicant. John Cardarelll .111 Holden Lane - - - - W.Barnstable,Ms.02668 - R pp fi�rr..//-- 7„11/� 7� - - - - - Tel:608-726-1202 BG instable, M�• Owner Charles Rando Jr. V 1 r1GL 18 Rosemary Road Dedham,MA 02026 December 3, 2007 Revised a+E Dec 12, 2007, Jan 22,2008, Feb 28;2008, July 3,2008, May 28,2010 July 26;2011 Ro a �T ? �J PINE ST - - ` LOCUS =. ITI _ LOCUS MAP (NTS)r Table Of Contents y ri 1.3 Sheet 1:Cover Sheet/Locus Sheet 2:Existing Conditions Plan Sheet 3•Lotting Plan Sheet4:Demolition Plan Sheet 5:Developed Conditions Plan :._ z�S 44�R 3:r�;�-I t6 at:.ezE:`1i3,F_#��{-:*��-6.�.,:�y#-.s"•`.1��a_".te.,c....�H a s:� •,:,.. m$n^u . 4.- r�fit...`sus,.�, '..a_..��.,-ak e\:4� u:��d '`�.s, -T�"` �t._.�"=,"4i i,t.`�r�t l a.euj-R'd.� :Proposed Sewer Connection c. tion PtanSheet6 CAPE FISH A LOBSTER Sheet 7:. X Proposed Grading And Drainage a Plan Sheet S:Proposed Landscaping Plan 626 WEST MAIN ST Sheet 9:Con structionDetails Plan BARNSTABLE,MA 1.Dec 12,2007 Ravlsions due to GroMh Mgmt DepL Review Y RIIM an,a• t 2Jan 22,2008 No Change. ; p !' .•i,w�2 as ";sene _r(' .1�, ,T• t"`t*'rro. t. Att b_- ..e,..4+ Z l sMt.P Ji .�.1-:' "C'.'�, ��'I'. �k x 3.Feb 28,2008 No Change - +'�� 4.July 3 2008 No Change 6 May28 2010 NOChange S.July 26,2011 Revised Rain Garden,tool d,l Sheet C6 ►� pypW, +t -•r� d�r� a�1` I i .r15 �` 'c 8 REVISIONS REVISIONS rl, ?r; 0. ,l xat "'a e ".t,;- . x--;:, ! //- •r §. e mS, ''>` ar-,. ..xs'�^"�;.", ,.. �I ' 4fr - - 'ER hCEJ 9,s\� - I S fF ' 1 I'M BUT CHECKED-..WM 8 TIV DRAWN JM JOB M. 7294 - I Certify That The Accuracy Of The Locations Of The Buildings,Setbacks, DATE Decamber3,2007 SCALE As-Noted And All Other Required Dimensions,,Elevations;And Meas=rnents As - �'�'`" Shown On This Plan. - - MCGOVERN A-" �VOIIeI• 39fi82 /1 gh�S66VE\p0 - c..as/i - Sheet Re istered Land Surveyor. - .. DRAWING TITLE l� 4.1 '- DSte! Professional Civil Engineer - C_1 - ^ - DRAWING No. l`l _ - - - n V NOTES zST STENBECK 1. ZONING:HIGHWAY BUSINESS(He)3r RESIDENCE(RB) I N D PROPOSED USE: - y PARCEL 1270-20-2 - 8E41/IBEQ - '_ �,NIF DUNNS POND ROAD 55 Lot AExls -7-^ ��O^1 -IN . MARION F GAIDE - 2. MINIMUM LOT AREA. 40,O10, 43,560- 40,079 S.F. 70,0�44BS.F.. I H h+MINIMUM FRONTAGE' 20' 20' 778.35' - 135.09' MINIMUM WIDTH: - 160, - 100' 178.37' 125.90' Registered Professional Engineers&Land Surveyors - MINIMUM YARD SETBACKS: 644 Webster Street f: 60' 20' FRON 53T 640' SOite-3- -�-� SIDE 30, - 10' `3.4'(Hse) 39.8' Morehfleld Ma' 02050 ' 0 L1RrrE - AREA, 3OXREAR: 20'- 10' 79.4XHse) 2i.5 781-834-8591 Fata 781-137-8238 -1 M MUM UO�fNGSPACE BSX OR 50X BX 9 Steeple Street PARCEL POND 6 - _ - - TOTAL PAVEMENT TOTAL BUILDING COVERAAGE. 46.5X �I 1.4x 1.8z - - Mashpee Commons;Ma. 02649 ' VERAGE. P.O. Box 630 S7 DUNNS POND ROAD i - N/F PAUL.C MURRAY - TOTAL IMPERVIOUS COVERAGE- - 15%OR 50% '57.9X 4% 508-539-9300 Fax 508-539-9301 ._ PARCEL 127ND R,1 - - odminCetenbsekmtdtaylor,eam I 13 .38 DUNNS PO AD _ - ` -3'- I ZONE C.(AREA OF.MINIMAL FLOODING)AS SHOWN ON F.I.R. .MAR NO.250001 0005C ",ww orC01" . CBDH(FD) N/F JOHN F OAIDE DATED LOCUS AUGUST 19 885 oetenbedcendla Applicant John Cardarelii. '4..THE LOCUS IS LOCATED 1N THE GROUNDWATER PROTECTION OVERLAY DI51R(CT(GP) 111 Holden Lane N52Si'10tiY - W.Barnstable,Ms.02668 3oo.oe -Tel:508-726-1202 - - _ 5, THE LOCUS IS NOT LOG11ID IN WELLHEAD PROTECTION OVERLAY DISTRICT(WP) - - �Owner. Charles Rondo Jr. ( - 6. DEED REFERENCES LC CERT 156190 g DOC1104513 - - 18 Rosemary Road - Dedham,MA 02026 - t-<_. - 7.PLAN REFERENCES LC PLAN 11D614B, 10614E &PLAN BK 202 PG 77,-LC PLAN 110614U t - - 8. UTILITY INFORMA77ON SHOWN IS BASED ON BOTH A FIELD SURVEY AND THE LATEST PLANS OF RECORD. THE LOCATIONS - � Foar,t�a OF UNDERGROUND PIPES AND CONDUITS ARE APPROXIMATE ONLY. - . 1, 1 249-1J2 1 0 PARCEL-1270-21;2 - 11 t. " �• - 30 DUNNS POND ROAD N/F WELLS FARGO - F 4 0-1 -oG BANK NA. O Ir�.I17ERIAL PILE �A W b r eyl 028 M _ PINE Sr •:.. . - - LOCUS ch C7 N52.37'1l1"W - -.t t I 178,37 _ - - ... .. ,;t.. .. LOCUS MAP(NTS) • I - vide New Pole Light PARCEL 1270-21-1 - ` i rn � �opn2xIn ate Zanlna Line Zane RB. - - n 0K t Zone J44� - ---- GEORGE _ N52 31 10 W f FORMFI2 t nt L ME_ 20 DUNNS POND R _ N/F T COO Ex.t,ng ` Q.ONMPSTER W CAPE FISH $'LOBSTER (To bew ENCLOSURES -' POST " 626 WEST MAIN ST Razed) i a�Lot A- - �41 .BARNSTABLE MA 40;034 S.F. - vt osr °'. Pos r FORMER PARCEL i - - I 2449-95 I" - .. - - - 2.Jan zz,2003 No Change due I to Gmwlh M9nU-Capt.Review ( 1 _I ,. _ t,�"'� - 3.Feb 28,200 No Chang I ¢ �__ s( 'd-3a --.. n 4 I J 37 1Y �I - -N 01 i9 LF 15E zi LINE 008 so"' _ C� \ ` 6.5/(. IC,ADE �Q ved Lat Llnes And I� C 610 WESTPARCELAA?N95REET May28?2070NAdtlhd and CourtApp enFiD 63!N b m. _ - ''3.y 8 / N F - s Aaluatea Nola:end Added still L ugI b t R man_ ^Ex t r76 tr ii 1'I / JOHN F GAIDE ags Slob 54.8k 8.Juy 28,2011 No Changes to thls sheet. PARCEL 1249-94 F tsting 1644 '-' (To b Razed) - 744 WEST MAIN SREET 'i 1/2 Story W/F N/F TOWN OF BARNSTALE `Daily I oiler"RestOu_ront 3' t�Arl 2 BARNSTABLE HIGH_SCHOOL I • Porch - ExIstina Pole �...�'69,T' - _-[ { - PAR-13 � ... . fight To 73J. - Rem01n. :� I �. - - 1 I. REVISIONS RIGHT OF HAY or \e Fy` Mots WILl1AM e JaSEPH y �' C MCGayE{yN I - C 39992 CeDH FD i?9 35 �' 1 1105.00 i p- N48 12'30 209.44 208'(DEED) rs t$ Lonc coy J�qlk=_--`-.l_•.�,A J F _---- l� lam: T1 t 77 WEST'. MAIN STREET' ---.••_.�L" �- _ - I DISCONTINUED STATE PM BJT HIG14WAY'LAYOUT 60':WIDE l Chrrnn"ram ' F CHECKED WMs TN DRAWN JM e OIL D SSCALE 1'A4A - -, i ,:.".._....�.. ...:..,�, .,... e "�.,'""""...- .. .. ... .. DAT F-,Nov.BY 07 JOB No. 7294 : Tyler Nims, RE STENBECK&TAYLOR, INC. BENCHMARK: CONCRETE TP-1 51.7 TP-2 DATE December 3,2007 SCALE 1"=30• BOUND W/DRILL HOLE 1" STAR MARKEf e• 51.2 e, DSI�fD _ ELEVATION 53.09 M.S.L. - .ENTRANCE - 2t• r ts.7 L�SW �1 - 30• 4U SAW cotlnE Existing svo Conditions M• 4S7 - 7e• 45.2 72 41 - - CII41SE 78' N.D . - De• SM1D 4J.7 54A) DRAWING TRLE . - iBtE I00' 4107 - SAW - ME SCALE 1" = 30' SAND �_� 144 TER M.7JD.D 0 15 SO 60 90 120 - - DRAWING N. NOTES STENBECK STENBECK _ 1.ZONING:HIGHWAY BUSINESS(HIS)&RESIDENCE(RE!)PROPOSED USE, AND - E . .. - PARCEL 1 270-20-1 � I A Y L 0 R, INC. Lot A Lot e - - - 48 DUNNS POND ROAD 2. MINIMUM LOT AREA: 40,000e.1. 43,560o.f. 40,034 S.F. 70,044 S.F. T /-� - - - N/F MARION F GAIDE MINIMUM FRONTAGE - 20, 20' 179.35' 135.09' Engineers Registered g,Istered Professional fn 8 land Surveyors MINIMUM WIDTH: 160' - 100' 178.37' 125.90, - _ _ MINIMUM YARD SETBACKS - 844 Webster Street - FRONT.' 60, 20' 53.7' 67.0' Suite 3 - - SIDE 30' 10' 3.4'(Hee) „ 39.8' Marshfield, Ma:-02050- - REAR: 20' 10' 29.1'(Hae) 295.5' 781-834-8591 F= 781-537-OM 9 Steeple Street'. J. THE LOCUS IS LOCATED IN FLOOD ZONE C(AREA OF MINIMAL FLOODING)AS.SHOWN ON F.I.R.M. P.O. Box 630 PARCEL - MAP NO. 250001.0005 C DATED REVISED AUGUST 19, 1985 Mashpse Commons, Mo.02649 - - - - 51 DUNNS POONDND ROAD OAD - - - 4. THE LOCUS 15 LOCATED IN THE GROUNDWATER PROTECTION5GS-539-9300 Fax: 508-539-9301 OVERLAY DISTRICT(GP) -N/F PAUL C HURRAY Ema6: admi.Oetenbeckandtollor.- _ PARCEL;�"270-20-1_. 5, THE LOCUS IS NOT LOCATED IN IN WELLHEAD PROTECTION OVERLAY DISTRICT(WP) - - - - - - 38 DUNNS POND ROAD Applicant: John Cofdarelli - - ceDH(vD) N/F JOHN F GAIDE 6. DEED REFERENCES: LC CERT 156190,DOC1104513 - I I I Holden Lane N5300.081Y - - 7. PLAN REFERENCES:- LC PLAN 1106148 Ea f0614E,And PLAN BK. 202 PG. 77, LC PLAN 10614U TelW.: 508-26-1 Ma.02666 - - - -,30g.g8 _ / _ Tel:508-726-1202Jr - - B.PROPERTY LINES SHOWN ARE TAKEN FROM A PLAN FILED IN LAND COURT AS PLAN NO. 10614U TITLED Wner. Charles RyRoad . PLAN OF LAND IN BARNSTABL& MA (HYANNIS)SHOWING THE DIVISION OF ASSESSOR PARCELS 249-95, 18 Rosemary Road - _ 249-133, 249-132 A PORTION OF WHICH IS SHOWN AS LOT A,ON LAND COURT PLAN/' 10614E- Dedham;MA02028- . - - - APPLICANT:JOHN CARDAREW OWNER: CHARLES RANDO JR. SCALE 1" 30• - - DATED APRIL 6,2009 DRAWN BY STENBECK AND TAYLOR, INC. PROPERTY LINE NOTES FORMER - 1.ASSESSOR'S PARCELS 249-132 AND 249-133 MARE UP LAND COURT LOT A AS SHOWN ON LAND - PARCEL ZQg-i32 COURT REGISM477ON PLAN 10614 B DATED OCTOBER 23, 1934. - - - 20 2.ASSESSOR'S PARCEL 249-132 IS A PORTION OF LAND COURT LOT A AS SHOWN ON LAND COURT RD REGISTRATION PLAN 10614 B DATED OCTOBER 23, 1934. PARCEL J#270-21-2 FALMO � N - - - - - - 30 DUNNS POND ROAD J. PARCEL 249-132 IS BEING DIVIDED INTO NEW REGISTERED LOTS 126 AND 127 AS SHOWN. - N/F WELLS FARGO �o ^ 13ANK NA 4.ASSESSORS PARCEL 249-95 IS BEING DIVIDED INTO PARCELS Al &81 AS SHOWN. 'N THESE ARE UNREGISTERED PARCELS. z 5. REGISTERED LOT 127(FORMERLY A PORTION OF ASSESSOR'S PARCEL 249-132)IS TO BE - COMBINED IN OWNERSHIP WITH PARCEL Al (THE REMAINING PORTION OF ASSESOR'S PARCEL PINE S'f - -- - _ I- 249-95). PARCEL Al IS UNREGISTERED LAND. z G TOTAL LOT AREA WILL BE 32,550 S.F. + 7,467 S.F. a 40,017 S.F. .LOCUS to 6. REGISTERED LOT 126 (FORMERLY A PORTION OF ASSESSORS PARCEL 249-132)IS TO BE- 0i COMBINED IN OWNERSHIP WTH PARCEL 81 WHICH IS A PORTION OF PARCEL 249-93 AND O, _ b Also UNREGISTERED LAND. LOCUS MAP(NTS) TOTAL LOT AREAA WILL BES.F.72,833 S. +5,710 S.F. a 78,543 S.F.N52`31'10"W PARCEL 270-21-1 j w P dde New Pole Lighti.. Ri 20 DUNNS POND ROAD - zED � N F GEORGE T COOK proximate Zoning Line one RB___ - n - / Zone HB - -- --- - '3.4'_ .. .. N5231 _.._........ 10"W o CAPE FISH & LOBSTER Existing House .I ;, g _ - 626 WEST MAIN_ST - (To be w �, ag2ed) g; BARNSTABLE,MA Lot A W �, 40,034 S.F. of .. 1.Dec 12,200T RaNslans due to Growth Mgmt Dept ReWew FORMER 2.Jan 22,2008 Added Spaces to Pamal2 PAR EL 3. eb 249-95 I iymi ^[ F 28,2008 No Change t - 4.JNy 3,2008 N Cheep rn Freeier 31.3�"' N48 12 3U'1Y - PARCEL 6'269-4 - - S May 2s,PO10 R d Notes fUl 34 LEASE LINE. r 1 ♦ , �Q -- - �+"7 670 WEST MAIN SREET e.Juty26,2011 No changes to this sheet �.\e t well M,fd - 39 L3- - N/F JOHN F GAIDE. -- +- I In - a Slabs.54.8 PARCEL 1249-94 -- - Erlsting f644 fm (To.be Razed) - 744 WEST MAIN SREET - - 1-1/2 Story W/F 92 2. o N/F TOWN OF.BARNSTALE -'Dozy Paper"RestourontJ o ! FORMERjT BARNSTABLE HIGH SCHOOL - Porch o PARCEL _ ' V N i..6v(! Exletln Pole REVISIONS ehl TO a 'L Remain - - $I // It j-eo l�- O BIGHT .. 3'`'%u �G OF WAY - - �:///i &' ViItLi.M CagHrO . . 105.00 N48279335 209.44MH9 I. ! 'L-m•Oh .' ' _ �Ng SU (CALC) 208'(DEED) - - N. 12'30'W - '/L,2£AICF.IfNS/6r7.`� - PM. fVT WEST MAIN STREET DISCONTINUED STATE CHECKED WM s 7N DRAWN- JM HIGHWAY LAYOUT- 80'WIDE - JOB No, - 7294 DATE Decendb-3$2007 SCALE 1"v30' BENCHMARK:-CONCRETE - STAR MARKET BOUND W/DRILL HOLE -. - ENTRANCE ELEVATION 53.09 M.S.L - - - - - Lotting I CERTIFY THAT THE BUILDINGS SHOWN ON plan THIS PLAN IS BASED UPON AN INSTRUMENT SURVEY PERFORMED BY STENBECK & TAYLOR, INC. DRAWING TRLE SCALE .` 1 = 30' REGISTERED LAND SURVEYOR DATE C-3 0 15 30 60 90 120 DRAWING Na. `l v _ - -- -- NOTES ,,;S = ' STEN BECK PI 1. ZONING:HIGHWAY BUSINESS(HB)&RESIDENCE(RD) 1 .'.I - AND PROPOSED USE: REQUPARCEL 1270-20-2 NH S@'E T A Y L 0 R INC. II 48 DUNNS POND ROAD 2. MINIMUM LOT AREA 40,000a.T. 43,560 S.F. e .. N/F MARION F GAIDE MINIMUM FRONTAGE: 20' 20•MINIMUM WIDTH: 160' 100' Registered Professional Engineers&Land Surveyors --- - - - - MINIMUM YARD SETBACKS: 84-4 Webster Street - - FROM: 60' 20' Suite 3 ' SIDE: 30' 10, Marshfield,Mo. 02050 REAR: 20' 10, 781-834-8591 Fax: 781-937-8238 9 Steeple Street - PAYED,ORNE 3. THE LOCUS IS LOCATED IN FLOOD ZONE C(AREA OF MINIMAL FLOODING) P.O. Box 630 AS SHOWN ON ELR.M.MAP NO.250001 0005C DATED REVISED AUG. 19. 1985 Mashpee Commons, Mo. 02649 PARCEL1249-96 505-539-9300 Fax: 508-539-9301 51 DUNNS POND ROAD - ". - 4. THE LOCUS IS LOCATED IN THE GROUNDWATER PROTECTION OVERLAY DISTRICT(GP) Email: admin0stenbeckandta)1cr.com www.etenbeekandtallor.com - --- _ -- —. N/I`PAUL C MURRAY--- -- — -- - -- - - PARCEL-1270-20-1 - 5. THE LOCUS IS NOT LOCATED IN WELLHEAD PROTECTION OVERLAY DISTRICT(WP)38 DUNNS POND ROAD Applicant: John Cofdafelli CBDH(FD) - N/F JOHN F GAIDE 6. DEED REFERENCES: LC CERT 156190&DOC1104513 111 Holden Lane 91'fo1S ` W.Barnstable,Ms.02668 N52 7. PLAN REFERENCES: LC PLAN 1106148& 10614E,And PLAN SK. 202 PC. 77, LC PLAN 1108M TBI:50&726-1202 300.08 weer. Charles Rondo Jr. S.AREA OF PAVEMENT AND PAVERS TO BE REMOVED 18 Rosemary Road AND DISPOSED OF IN ACCORDANCE WNH ALL APPLICABLE REGULATIONS -Dedham,MA 02026 I� 9.ANYONE WHO EXCAVATES ON PUBLIC OR PRIVATE PROPERTY MUST NOTIFY UTILITY COMPANIES AT LEAST 72 HOURS PRIOR TO DIGGING,EXCEPT IN AN EMERGENCY. THE EXPENSE OF REPARING DAMAGED FACILITIES GOES TO THOSE RESPONSIBLE FOR DAMAGING THEY. NOTIFY DIG-SAFE AT 1-MB-344-7233 TO MARK FACILITIES OW THE -- _ - - GROUND PRIOR TO EXCAVATING. 10. UTILITY INFORMATION SHOWN IS BASED ON BOTH A FIELD SURVEY AND THE LATEST RTE.28 PLANS OF RECORD. THE LOCATIONS OF UNDERGROUND PIPES AND CONDUITS ARE _ - - APPROXIMATE ONLY. RD PARCEL 1270-21-2 - _ FALMO y,A OP d - 30 DUNNS POND ROAD R N/F WELLS FARGO Q n BANK NA ALAIL-RIAL PILE PINE 5T Y' I LOCUS - - - - - * - - LOCUS MAP (NTS) N52'31'101W -'I - • 0 176.37 Existing Shed y - T Be Razed - - - PARCEL 1270-21-1 - j v9de New !e Light -Q O 20 DUNNS POND ROAD N/F GEORGE T COOK ol �o.S=d CAPE FISH & LOBSTER ym D h U Exeling Dumreter 1 Po:vt \-& tsting Trees Poet rsZs WEST MAIN ST Existing Building FJId8a0res To Be o wExisting FencesTo Be Removed To Be Razed (� Removed To Be Removed BARNSTABLE MA I _ (.Ot A Existing Exfating Gas And Water Services To Be Pnat t 40 034 SA ost —Tree To c, pfec acted From BuildingAnd Stubbed T Remain n 7.Dec 12,2007 ReNsions due to Gmwlh MgmL Dept ReNew Rf Per Utility Company Requirements For Existing Septic Tooke 'f Existing Ih Future Connection To Proposed Building - ', 2.Jonz,zoos No Change To Be Pumped And g n - 3.Feb 28,2000 Nc Change Removed In Accordance �� 'Sewer z e With 31OCMR 15.354. Una To Be e _e w � = s Replae d 4 July 7,2008 Curbing To Be Removed in Fmnl oteafl I Existing Pavemeht Frerrer. "_ PARCEL 1269-4 S Toe Remolved dded 5eptic Tanks And Sower Line r ' as ( 610 WEST MAM SREET N To Be Removed e 6'St ckade See Note B. I rF i .1 - N/F JOHN F GAIDE 6.Jury 26,2011 No changes to this sheet. Ugnte I.Rar '--. t H Exising Building - ' I ! Fx7stin Fences To Be Razed .`2 11 ( 4644 i To Be emoved Existing 1626 PARCEL 1249-94 Existing 744 WEST MAIN SREET S. !-I/2 Sfnry W/F ll 3 PO &RAIL I 6\ N/F TOWN OF BARNSTALE r 'body Paper"Reslaurorit ---- _ BARNSTABLE HIGH SCHOOL C r Porch _ _ REVISIONS o oZ o FLTyBybt Tole % '69 i _ �—fin-° r- �\f� - Conc Walk dcI Remain /Q 'I Planter To Bd11 _ / JCy a6.o`L°!/ alsting 4u - Removed II II( I 1 -!_ Sloe Ta(Be Fjdstin Grosse Tro And Sewer 3 Rehr-- Fxlettnq Curb �A a Remo d l;/To Be Removed rri I �Exfeting Sewer Connection Cgnnetiions To Be Removed Existing C',:- r rc5 Existing Leaching Basin I t To Be Reconstructed -Sewer LIne To Be Stubbed At Street A1cG0 To Be Collapsed And FT In 1 5 I Line Manhole For Future Connection ,Vp .WV _ - 1 To Proposed Building C. Ir-i r9:35'-_-h• - .� 30 05 al, 105.00 C. N481230 209.44(CALC) j 208'(DEED) _ N48'1230•WG£ t,..: ExisBn Tree. 1 S y -rTo Rabii(mcin_..U —onc.1L'olh _ \ PM eJT WEST MAN STREETa Remain FxieUng Curb To Be Removed a Remain CHECKED WM d TN DRAWN JM r-. -_S ___ _,s ; „i __ ,DISCONTINUED 57AtE - - Jog No. 7294 HIGHWAY LAYOUT.- 80'WIDE '' Chlmr:v ` DATE Dc-edher8,2o07 SCALE 1'e30' k - - ( . BENCHMARK:CONCRETE � _ `"' '� ' STAR MARKET BOUND W/DRILL HOLE !' - ENTRANCE ELEVATION 53.09 M.S.L Demolition Plan DRAWINt TITLE SCALE : 1" = 30' C-4 0 15 30 60 90 120 DRAWING No. n NOTES ST STENBECK , , 1.ZONING:HIGHWAY BUSINESS(HB)&RESIDENCE(RB) ..mil A N D -� - PROPOSED USE !i:": PARCEL y270_20OAD Lot,ApROPOSED Let B TA YL0 R, INC. 4B DUNNS POND ROAD 2. MINIMUM LOT AREA 40,000 S.F. 43,560 S.F. 40,034 S.F. 78,541 S.F.N/F MARION F GAIDE MINIMUM FRONTAGE: 20, 20' 179.35' 135.09' Re istered Professional Engineers onan Land Surveyors MINIMUM WIDTH: ISO' 100' 178.3T 125.90' 9 9 Y / MINIMUM YARD SETBACKS: a"Webster Street FRONT: 60' 20' 53.7' 60.4' Suite 3 SIOE 30' 10, 31.3' 31a, Marshfield, Mo. 02050 REAR: 20' 10. 115.6, 213.1' 781-834-8591 Fox 781-837-8238 PAYED gRNE MAXIMUM BUILDING AREA 30X B.OX 7.Ox 9 Steeple Street MINIMUM OPEN SPACE 50X SOX 2&a% 74.0% P.O.Box 6tr TOTAL BUILDPAVE ENI COVERAGE 8.0% ZOX - Mashpee Commons, Ma. 02649 30 PARCEL 1249-96 TOTAL PAVEMINF COVERAGE 6Z5X 18.2X SOB-539-930p Fax: 508-539-9301 51 DUNNS POND ROAD TOTAL IMPERVIOUS COVERAGE 15X OR SOX 75.5X - 25.2X Email: 9-93 et Fax: 5DB-539-03 N/F PAUL C HURRAY - -PARCEL1270-20=7 - E-11:a sinnih eteribe k-d DUNNS POND.ROAD 3. THE LOCUS 1S LOGITED IN FLOOD ZONE C(AREA OF MINIMAL FLOODING)AS SHOWN ON F.1 R M MAP NO 25000t 000.5C - - CBDH(FD) _ NIP JOHN F GAIDE OA7ID REVISED AUGUST 19, 1985 _ Applicant: John Cfirdorelli 4. THE LOCUS IS LOCATED IN THE GROUNDWATER PROTECTION OVERPAY DISTRICT(GP) 111 Holden LaneW.Barnstable,Ms.02668 - 5. THE LOCUS IS NOT LOCATED IN WELLHEAD PROTECTION OVERLAY DISTRICT(WP) Tel:508-726-1202 Owner. Charles Rando Jr. 6. DEED REFERENCES: LC CERT 156190&DOCII04513 - 18 Rosemary Road Dedham,MA 02026 pl _ 7. PLAN REFERENCES LC PLAN 110614E& 10514&And PLAN 8K.202 PG. 77. LC PLAN 110614U 8.ANYONE WHO EXCAVATES ON PUBLIC OR PRrVATE PROPERTY MUST NOTIFY UTILITY COMPANIES AT LEAST 72 HOURS PRIOR TO DIGGING EXCEPT IN AN EMERGENCY. THE EXPENSE OF REPAIRING DAMAGED FACILITIES GOES TO THOSE RESpONSfBLE ' - - FOR DAMAGING THEM. NOTIFY 010-SAFE AT 1-888-J44-7233 TO MARK FACILITIES ON THE GROUND PRIOR TO EXCAVAI7NG Lot B 9•ALL OFF-STREET PARKING SHALL CONFORM TO ARTICLE W OF THE BARNSTABLE ZONING REGULATIONS yB 78,541 S.F. SECTION 240-56 SCHEDULE OF OFF-STREET PARKING REQUIREMENTS cc Fi INDUSTRY, WAREHOUSING, STORAGE, DISTRIBUTION, WHOLE SALE S o Water Quality- - PARCEL 270-21-2 1/700 S.F. GROSS FLOOR AREA OR T 1 /EVERY 1.3 EMPLOYEES ON MAXIMUM SHIFT, WHICHEVER IS GREATER, O See Spllllr Swale 30- a 30 DUNNS POND ROAD FALA10 /yam !c, ^ Slit 8 of 8 - See Do,%ry _ - N/F WELLS FARGO OFFICE, PROFESSIONAL,ADMINISTRA77VE; RANKS `�• 2� o A w heat 8 of 8 RANK NA 1/300 S.F. GROSS FLOOR AREA +1/SEPARATE SUITE. rB o- - rhkf PILE RESTAURANTS, LICENSED COMMON VICTUALER OR PURVEYOR OF FOOD READY TO BE CONSUMED ON OR OFF PREMISES - 2 •- Infiltration Trench PINE ST (To Be Removed) j I i/EVERY 3 SEATS+ 1/EVERY 2 EMPLOYEES+5/TAKE-OUF AREA. toI Sae Oefall Sht 8 of 8 LOT A PROPOSED USE:RESTAURANT- _ ---__ 95 SEATS/3 -32 PARKING SPACES REQUIRED _ � EMPLOYEES- 8/2 -4 PARKING SPACES REQUIRED LOCUS -------- - - \ 32 SPACES+ 4 SPACES+ 5 SPACES FOR TAKE-OUT: 41 TOTAL REQUIREDPARKING SPACES FOR LOT A 48 TOTAL SPACES PROVIDED- 7 SPACES FOR OT B 41 SPACES PROVIDED - - _ 1\ �•�- �% - LOT B PROPOSED USE WAREHOUSING/STORAGE, PURVEYOR OF FOOD READY TO BE CONSUMED OFF PREMISES AND LOCUS MAP(NTS) - _ \--- 178'37.W - - --- --- _ -- �•• _ - - - - OWAREHOUSING FFICE SPACE/STORAGE- 6,121 S.F. GROSS FLOOR AREA 6,121/700-9 SPACES REQUIRED Overflow Sthoat 6 of /----- -_ - ---- ---_I _ I-_- �..�fin FOOD PURVEYOR EMPLOYEES/2 -4 SPACES+5 SPACES FOR TAKE-OUT-9 SPACES P.£QU/RED See Defcll Sheet 6 of 8 - - ^\ ' 1 t. P vide New Pole Light ----J 'i7 - PARCEL 1270-21-1 OFFICE= 982 S.F.GROSS FLOOR AREA 982/300 4 SPACES REQUIRED 20 DUNNS POND ROAD 9 SPACES+ 9 SPACES+ 4 SPACES-22 TOTAL RE UIRED PARKING SPA-ES FOR LOT B Rain Garden 'B� --� �- --- --- - - ---- -- - - ::: Q (See Detall Sheet 8 of 8) I - Proximate Zonino Line Zone R8--__ ____ EQ- _ , o NIP CEORGE T COOK 15 TOTAL SPACES PROVIDED+ 7 epAGES FROM 07 A 2 SPACES PROVIDED EOP one - R' i QF I I Lot A d 10.ALL SIGNAGE SHALL CONFORM TO AR17CLE VII OF THE BARNSTABLE ZONING REGULATIONS. _ o IGarosnl 40 34 S.F"'f' m 4 Spacesred R 2 _D� aO 11.ALL EXTERIOR LIGHTING SHALL CONFORM TO THE BARNSTABLE ZONING'REGULATIONS. FREE STANDING LIGH17NC TO BE CAPE FISH & LOBSTER m I O' R=225' i - R-2z5' Dumpster .� DIRECTED AT BUILDING OR SHIELDED WITH CUT-OFF FIXTURES. as m Enefosuro 20'as / 1 D •20' ("ost r 12. TRASH DISPOSAL IS A 4 ON-SITE DUMPSTERS LOCATED AT THE REAR OF THE BUILDINGS AS SHOWN ON PLAN. PICKUP SCHEDULE TO BE PROVIDED BY JOHN CARDARELU(APPLICANT). PROVIDE NEW FENCING AND SCREENING FOR TRASH 626 WEST MAIN ST .r P 6 C. g ew Wall' DISPOSAL AREAS AS SHOWN ON PLANS. BARNSTABLE MA v 'o LOt w - Pak Lights` -- - Per - 13.ALL ROOF GUTTERS AND DOWNSPOUTS ON PROPOSED BUILDING SHALL BE PIPED ID DRY WELLS. ' 3 m R=5' o � 'ro Shown On' post co' F. o� n "T P< o E199c.Dwgs' L Overflow Structure A" 14, UTILITY INFORMATION SHOWN IS BASED ON BOTH A FIELD SURVEY AND THE LATEST PLANS OF RECORD. THE LOCATIONS t.Dee lz,zaoT ReWSlans due to GrawlhM E - a$• n o ro p See Detail Sheet 6 of 8 OF UNDERGROUND PIPES AND CONDUITS ARE APPROXIMATE ONLY. gmL Dept.Renew 8 `$ w n _ - �°�n i / Rain Gordon A' - _ z.Jan 22,2008 Corrected P,rk s _ 1 Slob 56.0, Sae Detail g paoa Totals P n R=5 - N R=4' Sheet B of 6 3.Feb 28,2008 Corrected Proposed H,Idlmpped Perking Space FroeX9r 0 ump or .. 3.Feb 28,2008 Added Reslrlping of Existing Handicapped Paddng ,n ¢. Enelo ro I PARCEL 269-4 3 .� 1 - 3 Feb 28,2008 Removed Rear Cwb Cut 0.6�'. 31.2 6t0 WEST MAIN SREET 4.Jury 3,2008 Added Rear Curb Cul,Removed Front Curb Cut m ��`\E t. B?.xea ',I o •4. BLDG s' N/F JOHN F CVDE a.giong Du.ms Pond Road,Reanangee Islands Alone W.Maln sc R� "r ' 25.33'PRBLDSED \ N % 4.Removed?Perking Spaces 6 Added R.I.Garden On Lof A PARCEL MAIN S 4 "-yF Ev sling 1644 Slab 62 56.0 O, 4.Revised All Notes for Changes,Add Roof Runoff Dry Wells NIF744 WEST MAIN SR£ET Ly - 1 1/2 Story W/F 'at"e o - In 2gc&Z;man 477�pp..,, "Doi !•l of R99taLrOrlf m 40.1i/ ,.1 5.May28,2010 Curbing Dlmanslare And Vadaus Notes AR TOWN OF BAR SCHOOL "" to b ')? >E BARNSTABLE HIGH SCHOOL y -H o Porch D- e.Jv 28,2011 Added Exist.8 Prop.Light Poles and Wall Ll ht Units LIBht To f e -y 69.1 - -- ---•-aenn,l __ n NC s0EwA1X BY.6C. P N yy REVISIONS Remoln '- T. I I✓. I o y - - /o// (/ ✓C?db oto r/ j� R=10' fA Of istin S aaes 17 Ei 9 P s Yi T" ce S a 3 � Rastnped R Nf0 Proposed P 7�- c wn.uue 9a • R-61.5' R-6 4 R_ • WL - = rkGovERN a r OCR - _ 3ase: -..-..CBOH ra "I 0' - � 0 a '•1r93 = � f '30 I f 8 1\ l iR-20' /MHB N48'12130 V 0g 4 CALC 208 DEED oNA t Su \ J 0. - Sign To( ) '. G• 24_ R 1s �.. Remoln . \ U1T Juno-Wolli ... _ __.. _ -� _.�. ..... R 8.5' _ -. . :: L!vi,a Iy-.i7. __ *^- -.- __._- - " PM OJT R=iJ.S'V.G.L. """'1 rs`T`l.U^ ` .._. r�' _ WEST MA(N STREET l I _ DISCONTINUED STATE. mofor To Ramp CHECKED Wi ll IN DRAWN Jill, fGHWAY.LAYOUT-80'WIDE Cont .. ;;.I .; - Sidewalk In Compliance -------. ., With Moos Highway Standards JOB No. 7294 -��" "�� - �--•- -��y� DATE 0eoember3 2007 SCALE 1--30- BENCHMARK. CONCRETE - STAR MARKET BOUND W/DRILL HOLE ./.' .... �l�\ :ENTRANCE - - EYEYATION 53.09 M.S.L. T`-\-\^ - Developed Conditions DRAWING TITLE SCALE : 1" = 30' C-C 0 15 30 60 90 120 - �i J DRAWING No. l`1 ' v CU Q� GENERAL NOTES sT th S TE N B E C K °'-- 1.ZONING:HIGHWAY BUSINESS(HB)k RESIDENCE(RB) "•,� A N D PROPOSED USE fia 2. MINIMUM LOT ARU, 40,000 S.F. 43,580 S.F. 40,034 S.F. 78,54f S.F. TAILOR, INC. MINIMUM FRONTAGE- SO' a,,20' t78,35' 125.9• Registered Professional Engineers&Land Surveyors MINIMUM WIDTH: 160' f00' 178.3Y f25.80' MINIMUM YARD 844 Webster Street 1�.. FRONT: 60' 20' 53.7' 60.4' Suite 3 Lot B - 30 t0 3t.3' 3f"2' Marahfleld, Mo. 02050 78,54 7 S.F. 1 REAR: 20' 10' f15.6, 213.V 781-834-8591 Fax 781-837-8238 1 3.THE LOCUS AS LOCATED IN FLODD ZONE C(AREA Or MINIMA.FLOOWNG)AS SHOWN ON F.LRM.MAP No.25D0a1 0005C 9 Steeple Street DATED REVISED AUGUST 19, IP85 P.O. Box 630 4.THE LOCUS IS LOCATED IN THE GROUNDWATER PROTECTION OVERLAY aIslRTcr(GP) Mashpee Commons, Mo. 02649- 508-539-9300 1-: 508-539-9301 1 Ema6: admIB0.tenbeckandta -e,*rn S 1 /� - S.THE LOCUS is NOT LOCATED IN WELLHEAD PROTECTION OVERLAY DISTRICT www.etenbackandtallo - _ P � '.1 . Water Quality -- - - -� _ (OUP) Swale - spillway 6.UTILITY INFORA141TON SHOWN IS BASED ON BOTH A FIELD SURVEY µD THE LATEST PUNS OF RECORD.THE LOCATIONS OF t, see Detail p °Y Applicant: John Cardarelli See Detail UNDERGROUND NO PIPES µD CONDUITS EXISTING ARE EWER CON E ONLY,PRIOR 1O REPORT ANY DISCI CONTRACTOR SHALL VERIFY ALL I I I Holden Lane Sht 8 of 8 -`� Sheet 8 of B LOCATIONS µ0 ELEVATIONS OF EXISTING SEWER CONNECTIONS µ0 REPORT ANY DISCRFPµC/E5 TO THE ENGINEER. '%'AIFR(41 PILF 2668 W.Barnstable,Ma 0 CONSTRUCTION NOTES Tel:508-72s 1202 (To Be Removed caner. Charles Rondo Jr. j- lnrilSet7on Tronch - f.CONSTRUCT SEWAGE CONNECTION AS DESIGNED IN ACCORDANCE WITH THE STATE ENVIRONMENTAL CODE-TIRE 5 µD 16 Rosemary Road ,V I_ See Defafl - THE RULES OF THE BOARD OF HEALTH µD DEPARTMENT OF PUBLIC WORKS. Sht 8 of B - i Dedham,MA 02026 t ��I 2,DISPOSAL FACILITIES MUST BE INSTALLED AT LEAST 10 FEET FROM AND 18 INCHES BELOW WATER SUPPLY LINES YMENEVER SEWER LINES MUST CROSS WATER SUPPLY LINES.BOTH SHALL HE i' O NT CAST IRON PIPE AND SHALL BE PRESSURE TESTED TO ASSURE TWWAATERTIGHTNESS.CONSTRUCTED OF MECHANICAL O 49 1 C7 3.PIPE LAYING:THE CONTRACTOR SFW REMOVE BY PUMPING OR OTHER MEANS ANY WATER ACCUMULATED IN THE 1 49 TRENCH DURING THE PIPE LAYING PERIOD µD KEEP THE TRENCH DRY UNTIL THE JOINTS ARE PROPERLY CONNECTED, Overflow Structure B' 1. 52 _ 4.BEFORE BEING LOWERED INTO THE TRENCH ALL PIPE SHALL BE CLEAN AND FREE FROM DEFECTS 7HE PIPE SHALL BE R1£28 See Detail Sheet 6 of B '. I WO 70 GRADES AND AUGNMENT INDICATED ON THE APPROVED PLAN,BUT SHALL MAINTAIN SELF-CLEANSING VELOCITIES OF 2.5 FEET PER SECOND.! 0 hf VELOCITIES AT THE HEAD OF�MIHAL SEWERS REQUIRE GREATER MINIMUM SLOPES BECAUSE OF THE LOW FLOWS µD Rain Garden �' ._ ,..... RO A TERMINAL LINE .I nr T •;, ' P8: �, ��-;; _ ,,.,•,.� .••-' 5.FOR SERVICE CONNECTIONS FROM THE MIN 7D 10 FEET FROM THE FOUNDATION.THE MINIMUM SLOPE SHAD BE 2X FAIldO P� (See Detail Sheet B of 8) �' - - _ -- - -_ o !F� Lot A DEPTH TOSWING TIES. E SNB AT THE PROPERTY LINE SHALL BE LOCATED ON AN AS-BULLY PLAN GIVING THE STATION, ``1THO 2 034 S,F. O 5. WHEN THE EXCAVATION FOR A SEWER EXPOSES OTHER URUTIES THE AREA SURROUNDING ALL PIPES SHALL BE FILLED 1 •' C. . 52 Dumpefer i IT UPPER CRUSTEDPIPE STONE FROM THE BOTTOM OF THE DEEPEST NEWLY EXCAVATED TRENCH TO ONE I(ONE)FOOT ABOVETHE pd - � I\ Encloauro ; i -I <. 1 D /r.:t COND17fS 7,THE SERVICE CONNECTION TEN FEET FROM THE FOUNDATION TO THE A41N SHOULD NOT HAVE AN ANGULAR DEVATION OF PINE ST ' \ 6Y.C.C.I 'c�j �y - e i UNITS MORE THAN 180 DEGREES.ALL DEFLECTIONS,WITH THE EXCEPTION OF PIPE JOINTS,SHALL BE IN THE FORM OF LONG ow Wall - / SWEEPS AND NOT SHORT ANGULAR FITTINGS. LOCUS' Pak Lights' B THE USE OF FIELD COUPLINGS TO JOIN ROUGH BARREL.PVC PIPE TO ROUGH BARREL PlC/AC IS DISCOURAGED µ0 t 3,500 GALLON Shown On LIMITED TO SPACINGS FOR WHICH THERE IS NO COMMERCIALLY AVAILABLE SHORT LENG7H OF PIPE WHEN USED.THE GREASE TRAP "�I , El C. Dwgs' I erflow Structuro A" INSIDE EDGE OF THE PIPE SHALL BE nUED SMOOTH. - see Deta71 Sheet 6 of 8 _ _LOCUS MAP(NTS) _ 1 a 1 9.NO CEMENTED JOINTS SHALL BE ALLOWED UNLESS IN CONJUNCTION WITH RUBBER SEALS AND APPROVED BY THE 3 I '•Slob = 56.0, TRA16960 A SVPER/NIENDENL - 53 [T PA9Seet 8 of B 10.OPEN ENDS OF SEWER PIPE AND C"OU'TS SHILL BE SEALED WITH GAPS OR PLUGS AS RECOMMENDED AHD FURNISHED \ _. Freezer• n I __ _ -Iu BY THE MANUFACTURER � q, C.O.0 O ® 11.FIFTY FEET FROM THE FOUNDATION TO THE MIN(WHERE SERVICE LEVIES THE FOUNDATION)CLEANOUTS SHALL BE IN THE `II�V-• FORM OF A W1'E'OR A TEE OF 6 INCH DIAMETER µD SHALL BE LOCATED AT THE PROPERTY LANE OF EACH SEWER \ \ ( IJ .Fxlfl17.9.'nl:�lrmlo 4 ui ( SERVICE IN ADDITION,CLEANOUTS SHALL BE LOCATED ON LONG SERVICE NOT MORE THAN too FEET APART, WHEN THE _ - ugnfs to R PROPOSED BY.C.C. DISTANCE BETWEEN EIS THE BUILDING µD THE AN too LANE IS MORE THAN 100 FEET,A CLEANOUi SFWl BE LOCATED AT o ' BLDG ONE HALF THE OISiµCE,BUT NOT MORE THAN f00 FEET APART. Existing644 '" z F7ro1}`626 �' CAPE FISH & LOBSTER I mea i86.0 72.(HERE IS TD BE A MINIMUM OF 4 FEET OF COVER OVER ALL INSTALLATIONS PERTAINING M SANITARY SEWERS BUILDING 1 1/2-Tory 4V/F �p PROPOSED 4`SCHEDULE 4D t In n®4eME 47.0 -� SEWERS,SEWER,PUBLIC SEWER. Do lfy Pape:`ftestourant I # PVC SEWER W 4'TO 6'INCREASER ) ``�� 5. 626 WEST MAIN ST I:. ( Porch H e iV' 13. FLOW A THE COMPLETED SEWAGE SEWAGE E CONNECTION. µD COMPLETE FINIAL GRADING SO THAT SURFACE"OFF'WILL ExVhPole - Ili�o, SIDEWALK - FLOW AWAY FROM THE HOUSE µD SEWAGE CONNEL710N. uRgmII TO I i -- I G• a j BARNSTABLE,MA CONDENUNITSER A e, ° ,.I SEWER INSTALLATION NOTES 1.Dec 12,2007 Revlslom due 10 GmvM Mgmt Dept Revlow PROPO I 55 - GREASE TRAP 1.SLOPE SEWER MAN-0.0022. SERVICE CONELTION- 1/4'PER FOOT(MIN.) 2.Jan 22,2WS Added Lot Oeslgm6,n U I uT SED WATER 5 ERVICES CLASS 150 55 2.PUCE 6'OF STONE UNDER 8'PIPE,SAND UNDER 4'PIPE 3.Feb 28,2MB Removed Rear Curb cut I 6'x 6"WYE BRANCH WITH /� ; "-i `GCB 3 .Juty 3,2008 Added Rear Curb CuL Removed Front Curb Cut G y CIFlJJOUT BROUGHT TO THE SURFACE . 1'OF SAND OR APPROVED GRAVEL TO BE PLACED OVER PIPE REMINDER OF TRENCH TO BE ENCKFILLED WITH SUITABLE Alon Dunes Pond Road,Reertanged Islands Ion W.MeIn SL G -1 .• ., MATERIAL(NO LARGE ROCKS) Aaa eARa m F 1 / - 5 _ e nGa en On LolA Revised ll Moles ar Cbenges ' \ - Revlsad Gralding Add Roof Runae Dry Wells I� G ' - _..___- 4.SEWER PIPE SHOULD BE INSTALLED UNDER Il OTHER SERVICES. 9/( G• 24 _ :�:, :.- 54 - 5.May 2e,201a Added Gas Semm Condenser Unes And Transformer _ _ I -- r_ Bii h tf•IIT- o fy/r -.-•r__ 5.CLEANOV73 SEWl BE PLACED AT ALL 90'BENDS Pad Added Crease Traps Edlletl Delall Added hewer CannectlonAM - L 11'!�_ _ Detail For Building e6A4 And Notes ';WEST MAIN STREET �L r T -"'€`...f GCC ' ' - 6.CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER µD DEPARTMENT OF PUBLIC WORKS µD DESIGN ENGINEER OF µY 6.Juty 26.2011 Revised grading al Leading Dort and east side door. DAMAGE CAUSED TO OTHER STRUCTURES SUCH AS WATER PIPES,STORM DRAINS,GAS MANS,ELECTRICAL CONDUITS,ETC... 1 DISCONTINUED STATE ,. _ o - - 3 -- - 5 - __ 7 4 MINIMUM COVER IN ROAD OR AS MUCH COVER AS POSSIBLE. HIGHWAY!LAYOUT-80'WIDE Chbm•sY� I PROPOSED 6'SDI?26 160) .. _„ 1/2' BYE l '� r EL.-a 4.88 PVC SEWER CONNEC110N B.ANY BELOW GRACE EXCAVATION MUST BE BACKFTILED WITH 3/4`STONE REVISIONS r ter-^-• .....� -.. 4 VIP N B (SUBJECT 1T1 PLUM3INC CODE) - r 9 'PIPE SHAD EXTEND BEYOND FOUNDATION WALL '.(SUBJ ODE y,/a r ��r a 6 a o i 10.ONLY APPROVED LUBRICANT SHOULD BE USED AT JOINTS. -- J _ T -• - \+ I I f' If-IT IS THE RESPONSIBILITY OF THE INSTALLING COMRACTOR TO NOTIFY THE LOCAL BOARD OF HEAL774 AND THE DESIGN s TERENC vnw4M�Oc --•a•-- IVI / ENGINEER TO CONDUCT THE FOLLOWING CONSTRUCTION INSPECTIONS: :SYSTEM AND D BOTTOM OF SYSTEM PRIOR TO SYSTEM INSTALATION r McGaVERN .,,C PROPOSED GAS CONNECTION .SYSTEM COMPONENTS INCLUDING INVERT ELEVATIONS PF"TO BACK FILLING SYSTEM. asa. SCALE 1" = 30' ----- - DEMAND 1,473 CF OUR 12.AN AS-BUILT'PLAN SHOWING TIES TO PIPES AT ROAD EDGE AND ALL CLEANOUTS AND BENDS MUST BE PITEPAIRED BY `tee,, DESIGN ENGINEER srla" 0 15 30 60 90 120 q� ��`�//,,,Ett(VFy/ I.SEWER MANHOLE COVERS SHALL BE LEBARON CAT NO.Lt246-000 LABELED$EWFJt•, EXISTING RESTURANT SEWER CONNECTION DETAIL Q vs f' ✓s a , PM BJT �'r�s q NOT TO SCALE Nate: .4 L �/�(- PROPOSED SEWER CONNECTION DETAIL See General Note #6 Installer Shall Provide 2 M(j Jt YY , CHECKED WM a TN DRAWN JM See Sewer Installation Note #13 Ties To Foundation. K/"""'�)I (1 ,n n NOT TO SCALE i WnQ� �`l 1Qi1� Pj /n � Y`��}� See General Note #6. T.O.F.= JOB He. 7294 <� FIn• Grade � , ^i"' cc See Sewer Installation Note #13 Note: 56.0 Grade Installer Shall Provide Fn G R 55.8 C \ \ ,\,\ .2DATE December 3,2007 SCALE 1-30' \�a 6W I' �� Ties To Foundation. i in 5 10'min.- C C - °m m Note: ALL CONSTRUCTION TO Note: ALL CONSTRUCTION TO c C` v v �� BE AS SPECIFIED AND APPROVED f� 0 7D'min. c d d Rim = 54.8 BY BARNSTABLE D.P.W. -q� -killI BE AS SPECIFIED AND APPROVED °m L° o co BY BARNSTABLE D.P.W. C r Proposed 5=0.02 M//� � 4 ° �) Rim = 54.07 Sewer Connection Existing 11JLEjIN E n SCH 1 _e �h'(JL/tP� o Inv. ® FND. 52.02 inv. ® END. 14 M o S=0,02 40 PVC PIPE Prop. Inv. �P - l �t INLQ 50.81 f MIN. OUTLET TEE Proposed Sewer Exisfin Sewer Line Prop' Inv' 6• SCN 40 PVMI PIPE 51 Prop. 4 Inv. TT \ OUTLET S to Inv, ® FND. 51.93 DRAWNG TITLE 10'MIN. Prop. Inv. Prop. inv. P g 50.3 _ 0.02 ` GREASE SANITARY 50.14 Manhole To Chimney EL. 44.8$ Existing S 10' MIN. LINE Sewer Line Existing Sewer PROVIDE 3500 GALLON 6" CRUSHED STONE Prop. Inv. 6" CRUSHED STONE PROVIDE 1000 GALLON LAB - 46'67 C-6 GREASE TRAP 45.67 Exist. Inv. 44.57 Manhole GREASE TRAP/� DRAWING No. l'J -_ n NOTES sT" STENBECK 1.ZONING:HIGHWAY BUSINESS(H8)do RESIDENCE(RJR) .t-,x t' -. A n I D PROPOSED USE: /"11 V PARCEL POND 0-2 2. MINIMUM LOT AREA: - 40,000aFIB�4a560 S.F. ,Rs F S�.' , S.F. TA YL 0 R, INC. -48 DUNNS POND ROAD N/F MARION F GAIDE MINIMUM FRONTAGE 20' 20' 179.35' 135.09' Registered Professional Engineers&Land Surveyors MINIMUM WIDTH: 160' 100' 179.35' 135.09' MINIMUM YARD SETBACKS _ 844 Webetar Street FRONT: 60 20 53.7' 60.4' Suite 3 SIDE 30' -10' 31.3 31.2' Marshfield, Mo. 02050 REAR: 20' 10' - 115.6' 219.7' 781-834-8591 Fax: 781-837-8238 ?A`rtD:DRIVE ' MAXIMUM BUILDING AREA JOX _ 8.0% 7.OX 9 Steeple Street MINIMUM OPEN SPACE 50% 5OX 24.5% 74.8X P.O. Box 630 PARCEL#249-96 TOTAL TOTAL PAILDING VEMENT COVERAGE.E.,E: fi 5X 18.ZX Moshpeer Commons, Mo. 02649 Ernall: olm 300 Fax: 508-539 com 51 DUNNS POND ROAD - - TOTAL IMPERVIOUS COVERAGE: 15%OR SOX 75.5X 25.2% FinaA: adminOetenbeckandtaJRor.can _ -9301 �F.PAUL C HURRAY_ __. _- PARCEL#270-20-1 - -- 3. 1NE LOCUS 1S tOCA7ED IN FLOOD ZONE C(AREA OF MINIMAL FLOODING}AS SHOWN N F.LR.M. MAP N0. 2500010005C rww'atenbed mdt.)4w-eom 38 DUNNS POND ROAD _ DATED RE14SED AUGUST 19, 1985 Applicant- John Cardcrelll cBDNtFO) N/F JOHN F GAIDE 111 Holden Lane N5771'fOW _ A i - 4.THE LOCUS 1S LOCATED W THE GROUNDWATER PROTECTION OVERLAY DISTRICT(GP) W.Barnstable,Ms.02668 Tel:508-726-1202 30o.0e 5. THE LOCUS IS NOT LOCATED IN WELLHEAD PROTECTION OVERLAY DISTRICT(WP) Owner. Charles Rando Jr. PUBLIC OR PRIVATE 18 Rosemary Road \A 6 TO DIGGING EXCEPT IN ANNEMERGANCY. THE EXPENSE PROPERTY EPAIRING DAMAGEMUST N077FY D FACILITIES(ES AT LEAST 72 HOURS GOES TO THOSE RESPONSIBROR LE Dedham,MA 02026 FOR DAMAGING THEM. NOTIFY DIG-SAFE AT T-BW-344-7233 TO MARK FACILITIES ON THE GROUND PRIOR TO EXCAVATING 7.ALL ROOF GUTTERS AND DOwNSPOU6 SHALL BE PIPED TO DRY WELLS. ' Lot B 1 78,541 S.F. Water Quality PARCEL 1Y270-21-2 - FALMO ?� n Swale Spillwa 30 DUNNS POND ROAD A *.I See Detail See Det y - N/F WELLS FA Sht 8 of 8 y RoofRunoffD ell Detail Sheet 8 of 8 BANK NA ryW �!ti N.T.S. Flo per Va ?y �� o I ,:• / Ar!r R!AL PILE - - OrortPw Plpe J2 Ih In8ltrotian Trench (I'o Be Removed) I P�N9e rover to w1Nin PINE ST See DetaB $y: P.abw s o RnIs. prude $ Sht 8 of 8 ` 1 m o' M•m n. p M1ra8 140n Fitt- 77 ¢ Fabdc or Equal LOCUS Shall surround the 1-1/2' washed crushed atone PP.-t Conc ate or LOCUS MAP(NTS) Overflow Structure V See Detail Sheet 6 of 8 P 0 0 0 Provide flapper valve and overflow p pe In the 20ADUNNS POND ROAD u� event drywall full or In (allure. Rain Gorden $' I. •T r- -_T •' ..;;�<a �8: _;. .. ,r_�.h EOP _� N/F GEORGE T COOK o•'e:c _r u r Maintain gutters and downspouts so ilevves, + 0 "ee o0 i (Sea Ratan Sheet 8of 8) .. u l EO=51 EOP one EOa •�- 10• I needles,debris do not enter pit or clog downspout 2 �Pt Al. P�5r.� gg'd 1 J 1 a n B.1-52.2 40,034 S.F. -D �� Notes: 1. Concrete - 5000 PSI O 28 Doge C. . 52 Dumpeter ; 2. Steel Reinforcement -ASTM A-615 Grade 60 CAPE FISH & LOBSTER o A n Eneloau - 3. Cover to Steel - 1'Mlnlmum 1 1•) c r s f5,1" B.C.=521 L6.si% D , � I 5: Da Cover 0 to 5 Feet 626 WEST MAIN ST t `,1 v�OG r sw CEO: •? 8. Construction Joint - Lapped BARNSTABLE MA •'.I 4a J ra I ew Wall- _ �.- ,qd�J Pak Lights' B.c.-S.e o r5 _ �5J.3 d _ l'L Shown On' P,• S B.C.- .e "�9'll Ei C. Dwga Overflow Structure A" � .h T I a I See Detail Sheet 6 Of 8 J /r A 221.Dec 12,2007 Revlslons due to GmvM Mgmt Dept Review -•� B.C.<53. �C,gJ•Jd j'gf" S $Ipb = 56.0 l - Rain Gorden ' ZJan ,2008 Added Lot Deslgnatlan See Detail 3.Feb 28,2008 Removed Rear Curb Cut d ExlsBng Parieng Lines Sheet 8 of 8 4.Juty 3,2008 Added Rear Curb Cut,Removed Front Curb CN Z� D" EnC108Ure - - 4 ` - PARCEL 1269-4 - 4.Along owns Pond Road Rearranged Islands Along W.Main SL 1 610 WEST MAIN SREET 3 4'TO 1-1 2' 4.Added Relit Garden On Let ARevised Nl Notes For Changes td 5 t1 o I N/F JOHN F GAIDE SHED sTo E :F,<54J :,y -IJght. to R a5 6'V PROPOSED Openir2ig 4.ReNsed Greding Add Roof Rwoe Cry Wells \ / 5.May282010 Added Tap Curb a Bottom Curb Gmdes 1 A ° r7626 PARCEL g249-94 t a. • Eristina,f644 0 Slab -56.0 e.Juw 26.2011 Revised mading al Loedlm Dock end east side door 744 WEST MAIN SREET 1 I 1-1/2 Stay W/F Iyf Basement 47.0 N/F TOWN OF BARNSIALE � I 'Daily I'aPar'Fcestau-iLt J ,..� f i a "aO' end downspouh to tlrywNla. r SI i lea"Ste BARNSTABLE HIGH SCHOOL t n•P ( Parch I Tp w / 5 -Bars 4'O.C. Ekiatfn Pole __ L-.Y:_'° 69 1 c~ ID �K. Q 2'x 2' REVISIONS ,/ /o o'Le Light TO I -- 1 �[�• TC=55.0 oao f/"� �o�fJ Cn Opening I I 2'X 2"REM ABLE Remain: B.C.eb4.5 {d - 4! '.Yf,.i O .STANCES$ L $!O r/ ✓L o2` 020/ I.� •fir , J 0 k ANGLE FRAME H c tx OF "\ 5 I r u1 a• �s p5p ..ram T 5 \ I V -•p�' OS ? t.C s54' 49 t J iy G l y JaSEPH • - @ B ' 6 55 7r1�� adl3Fi �1• M 3958VE2nN ,r: T e G' • *• Az' 6 - CB r -n 'GCB=•5 1�F�EC/- siF `S' - �°RSSgHP CBDN FD G• _. I Pf� ry 105.00 I /MHB .. 0 209.44(CALC) 208' (DEED) n - I 49 12 30 ti 4. _ (/ _ : TOP OF.SLAB f`6 HAGfiG N/Jj� w�_ l o u TOP OF DIKE RAIN GARDEN B 50.40 0 shin 2 I 2 REMOVABLE 999 ` 1• �.�' '�--- RAIN GARDEN A=EL.54.00 D g STAINLESS STEEL I ' RAIN GARDEN B=EL.52.00 PRECAST REINFORCED TOP ANGLE FRAME PM BJT WESTMAi N STREET ' STAB WITH'D RING I. DISCONTINUED STATE -% BOTTOM OF RAIN GARDEN s -5 - _.6 4 ... ., 5 -.. _ / ':L. _ - - RAIN GARDEN A e EL 53.25 - JM .fr.,.. ... N ASIDE = L 49.2 - ___ HIGHWAY LLIYOUT- 80'WIDE Chim,rev i _ CHECKED wM s TN DRAWN A ELEV. =52.2E JOB No. 7294 s••'��f""•-•.�•,^_ -``- _ _ _`^� LEACHING PR B ELEV. 48.90 PRECAST REINFORCED .,1 /" a .,Irn CONCRETE 5- 'Mo. - -3 4"TO 1-1/2' DATE Deaembar3,2007 SCA_r 1-30' -.� Stainless Steel CRUSHED STONE BENCHMARK:CONCRETE +. % x •. +, .. STAR A44RKET0 Bare 4"O.C. BOUND W/DRILL HOLE - ENTRANCE 3' 3' SURRotJND CRUSH ED STONE ELEVATION 53.09 M.S.L. /\'•\�\•• - - WITH MNTAR N40 FILTER FABRIC Proposed A ELEV. - 48.25 Grading 8 Drainage [r i B ELEV. = s4.90 a 1 of 12"LAT(,R OF 374'TO 1 1-1L/2-CRU51199EED STONE . T-A LLEV. = 47.25 DRAVANGTmE 1 V. =4,3.90 OVERFLOW STRUCTURE DE TB AELEIL SCALE : 1" = 30' NOT TO SCALE C-7 - 0 15 30 60 90 110 DRAWING No. O O �I V $ T STENBECK AND GENERAL NOTES: - r - PARCEL 1270-20 2 T/-A YL O R (N C. 48 DUNNS POND ROAD - - - 1. Refer to Civil En inset 8 Pro osed GradingPlan"for location and layout f _ N/F MARION F GAIDE - - - Of all proposed includin rassstri, sidewalks, curb cut Y p P g g P Registered Professional Engineers&Land Surveyors locations and septic systems. 844 Webster Street. �) 2. The Contractors shall familiarize themselves with an utilities above grade, Suite 3, MarshTleld, Ma. 02050 at grade, and underground, including pipes and structures. The 781-e34-a5e1 Fans 761-837-8238 pgivE - Contractor shall verify with the Utility Companies the locations of all 9 Steeple Street PAVED utilities prior to the start of construction. The.Contractor shall take P.O. Box 630 sole responsibility for the cost incurred due to damage and replacement Mashpee Commons, Mo. 02649 PARCEL 249-96 - - of all utilities on site. 50 a 5,39-t300 F be: 50 539-93 1 51 DUNNS POND ROAD - - N/F PAUL C MURRAY PARCEL jr270-20-1-- SITE PREPARATION NOTES:.- - --- -- - ewN.etenbeckandtaylorcom 38 DUNNS POND ROAD - Applicanti John Cardarelll C9DH(FD) N/F IOHN F GAIDE- - 1. See Civil Engineer's Drawings and Specifications for site preparation and 111 Holden Lane erosion control notes and details: - - W.Barnstable,Ms.02668 Tel:508-726-1202 2. No paint shall be applied to site elements or vegetation designated to Owner. Charles Rando Jr. - n A,.;; remain. The Contractor shall review the method of marking site ie Rosemary Road elements and vegetation with the Engineer prior to beginning Dedham,MA 02026 construction. 3. The Contractor shall be responsible for.visiting the site to determine the extent of demolition, preparation, and removals necessary (whether shown Proposed. on the Drawings or not) to construct the proposed site improvements. 8 Lot 8 The Contractor shall report in writing any discrepancies between the RTE Z existing and proposed work to the Landscape Architect and Owner prior Rp 78,541. S.F. to proceeding with construction. Failure to Inspect, notice or report these >` o Water Quality PARCEL270-21-2 - discrepancies prior to.construction shalt not relieve the Contractor.from Swale Spillway - - - 30 DUNNS POND ROAD - - Their responsibility to perform the.necessary operation for the successful FALMO See Detall see OefaJ! -N/F WELLS FARGO - - completion of the proposed improvements. Sht 8 of 8 .. - Sheet 8 of 8 - BANK NA - oa OG o LAYOUT NO / TES: A11 Tf.R1AL PILE Be Removed) - ('� InRltmt(on Trench n y - - 1._Use dimensional information given. - - PINE ST z See Detail m�� Do not scale drawings. ..}- - sat 8 0/8 - _ _ .. ____ �et 0 .. 2. Us The Contractor shall verify dimensions shown LOCUS - on the Drawings and notify the Engineer I T I Q of any discrepancies prior to the t / start of construction. The Contractor shall _ _ _ vie a obtain a approval f the final LOCUS MAP(NTS) review and In the ravel o _ __ -- - - - - - layout with-the Landscape Architect prior to -Overflow structure "B" ` - ------ --- ----� 1 ---------N(,� � - � - � - -� the start of construction. If requested by . See Detail Sheet 6 of 8 /_.---- -- e yhI -- l '� PARCEL 27o-21-t.- - - the Landscape Architect the Contractor shall. +f} P vide New Pole Light--'r---- --- 10 P -- t _ _-------- Q -20 pUNNs POND ROAD stake out proposed tree locations to did in - Rain Garden "B" 'c - - ,�proximote Zoninq irrie Zone RB_---_ ------- EOP N/F GEORGE T COOK � __ z the review of he final layout of the site � (See Detall Sheet 6 of 8) I I EDP one -———_—— q p - - - elements. _ 1 Proposed ° I Rain I Lot A ---D O 3. The Contractor shall refer any questions on o IGardenl 40, oumpster ; , '�.�. - materials, finishes, labor and/or products - CAPE FISH & LOBSTER --J not specified herein to the landscape D Jet c architect prior to ordering the materials 626 WEST MAIN SIT Wad Flower or starting the work. Seed UN 1 ew Wall., - - - - BARNSTABLE MA I Pak Lights' 4.All lines and dimensions are parallel or s o, i shown On Poste perpendicular to the lines from which q 2 1 Er c. Dwga Overnow Structure A' they are measured unless otherwise shown. 1.Deo 12,2a07 Revlslons due to Growth Mgmt.D<gt.Review See Detall Sheet 6 of 8 a 1 / I Raln Garden A' - - 2.Jan 22,loos Correct Limn of Ram Garden-a n i Slab=56.0, H71d FlSMrDetail - - - 3.Feb 28,2008 Removed Rear Curb CN 1 - i Seedspppt 8 of 8 - � � I umpster I ` - 4.Juy 3,2008 Added Rear Curb Cut Renloved Front Curb Cut Freezer 1LI D Enclosure` 1 l PARCEL.1269-4 ry N;a 4.Along Danns Pond Road,Reanangdllands Along W.Moln St 1ry U o 6w WEST MAIN SREET IF '' 1 O ` a¢,eoxm 4.AddedA Rain Garden On Lot AMA.Revised Notes For Changes we anM a 1 I_ N/F JOHN F GAIDE - - x�.,oeo Ughts to R."W-11 ..I,� 8'V.C.C. PROPOSED 1 r0� - '"""w-�'e"'° t ar� %sue 4.Revised Grading,Add Roof Runoff Dry Walls N - ITF'' Z •FIro626 I\ C� - P S.MaY28,2010 NOChange Eristina 044 PARCEL J249-94 L •3ktin 106,0 - - - , ra,.n,rcm ew�m r,�c 6.July 2Q 2011 Moved Planing DalelR fro.CamWcllon Detail Sheet. 744 WEST MAIN SREET _ 1 1/2 Story W/F to Basement 47.0 N/F TOWN OF BARNSTALE _ `Tla�'eer"Restaurant ,. ^ F BARNSTABLE HIGH SCHOOL Porch $IDEWAt1t Exlsffna Pole 69.7 , 6 .0 N N, a`""'e R011 u Lfgh[TO -— \ r r,-r�wa�r w,s "e sot m_ 1/e REVISIONS Remain - S O omm�o ...,R.. wn .aE..arm Y/ - dQG j'Lo nvnm nanc.,a ,o. � c<saw sascays - - 1� ; ,r Won— In ,atw" Rv ,r runm w+ma ua '„sun 491}N BF M,f., - ��ytH OF 41gs`q, �-i TERENCs. `TS o i EVERGREEN TREE PLANTING DECIDUOUS TREE PLANTING s ' In PROPOSED WATER cv.� - JDSErm � �. NOT TO SCALE - - FI CY rncGoveRN • ERhCE5 CLASS 150 - NOT TO SCALE �-t 09802 a .-i 'CCB ceDw(ro ��I G�•..-..._..1._.. _,.... 30 1- 'CB105.00 _ "aatt�•'.: I ✓ i.i{. /uRs N48'123 20944�C,4LC) 08' (DEED) w3' N48-1230"W * - -_.— —_._ auxvs a aau sore Va f}i(f v� 2 WEST MAIN STP,EETE'Is�.G�. VG PM e,T DISCONTINUED STATE - ° e `°'.'e. CHECKED WM 8 TN DRAWN JM HIGHWAY LAYOUT- 60' WIDE JOB No. 7294 ,�,��•-•--^' iw'a sue ewx ns omnen ' award.oa rmm,•enoa DATE DeOember$20a7 SCALE f^a 30' BENCHMARK: CONCRETE n /--- - n �. STAR MARKET Tree & Plant List - SHRUB PLANTING BOUND W/DRILL HOLE ���"•'�"" ^•^^�^^_--�_ - ENTRANCE Liu - - - NOT 70 SCALE ELEVATION 53.09 M.S.L. - -- .--- --- KEY BOTANICAL NAME COMMON NAME SPECIFICATIONS QTY. Proposed PC P rus Celle Ana Collery Pear Tree 3"cal. 8&B 9 Landscaping SM Platonus it acerifolia 'Bloodqood'I Sycamore Ma le Tree 3-cal. B&B 6 SC Prunus vargentil I Sargent Cherry3"cal. B&B 2 DaA�Nc nrLe O� PS Plilus Strobus Sheared White Pine 6' Height Sheared 6 TO Thuja Occidentalis I Dark American Arborvitae 6'Ht., B&B 12 �_� SCALE 1„ = 30' LL Syrtnga Microphylla Little Leaf Lilac 3 Gal. 8 0 15 30 60 90 120 ISP I Spirea Sop. I Snowmound Spirea 3 Got. I 9 DRAWING No. v � 3'BIT.CONCRETE PAVTMENT S TEN B E C K . 1-1/2"-3" - 1'WEAAING CWRSE Water Quality Swale Detail Washed Stone r eB DER couRSE (( S T r Haybales Siltation Fence Construction E1.51.50 lTlflltrat1011 TreT1Cl1 hI:T.S. 4hDeep Paved Parking Lot ` JI AND El.51.50 (� Staked In - Activity Earthen N.T.S. - - _ y 300 Yr.Stoini Elevation-51.01.. TA YL O R I N C. Place Berm 10 Yr.Stdtm Elevation=50.86 -- --�-� l Slope Spillway 50.5 �D Impervious Membrane ,.`Yu , t p 0 2 Yr.storm Elevation-50 76 .5,c�e 4 Registered Pro/essional Engineers&Land$Urveymrs 100 Yr.Storm Elevation-50.11 % s�o4 �s ' ,��ss 844 Webster Street L 97 rN �e EL 50.0 ' C4 ti GRAVEL BAamu 9 BGRACTTE Suite 3 10 Yr.Sto Elevation-49.41 d MN.3o NON-Ras sDscEvrAB E MATER Q Marshfield,Mo.02650 Toe In 6" sf�o e gs aQe 3 (MN. DENSE GRADED 781-634--8691 ram 76t-837-5238 e p 2 Yt.Storm Elevation-49.1l \ I 3' I COMPACTED SOBGRnDE MUSH STONE Depth TAN.30"NW-FROST SUSGEPTABIE YATERIA OR REPROCESSED PAVE 9 Steeple Street No7E, P.O.Box 630 12' me elnSE CDJASE SEE SITE PLAN FOR LOCATION Mashpae Commons, Mo.02649 El.49.0 508-539-9300 Fax- 508-539-9301 3'Peastone ---.Firer a - -- - - - -- -PARKING-PAVEMENT SECT-ON- -- �.Aenbe.kamlto`a,ta.�Pn - E1.47 0 NOT TO SCALE Applicant John Cardarelll I I Holden Lane - 24"of 1 1/2"-2 1/2" W.Barnstable,Me.02668 Washed Stone Tel:508-726-1202 Owner. Charles Rando Jr. 6 - - - - 18 Rosemary Road 4. - - i PARKING LOT ( SHEET FLOW STONE Dedham,MA 02026 BITUMINOUS 2•• 2'�j-- - - SURFACE COURSE I t11wy-Illlu.u-L _ SEED B MONouTH C POUR - Irv-•--• GRASS FILTER BITUMINOUS T 8 LOAM AND SIDEWA N BINDER 6" a PA„T rap aF mPe Y-W Tit i COURr 45 « 9MH eDe6 MOORAW-WSONOAIERIASQUARE ✓4 $TRP ,., Mm,eeoou . .. '. 8 .4 Msx - A7 wiwrs �- .. ..: , SAND NLAYER RD $O ,'. /V(R�4Me -' J Ir TMPERm ALUMINUM IIGNi PODSAREA(WLD "" y BIGRETENTION •;A: W FLOWER SEED MIX FAUlO MPACTED o, s "a"" . w"` / )ANULAR e",•r '4 a/r wANmt rT4-.9 - - + GRAVEL� SE -o ,. ;• 4.• _ -AD�,tn�BASE I T I tM. BOLT RCIE a 5/e P GROUND ROD - DRAINUR AN _ _ QJ�• o ••4 awPAcrEv sue E 1/.10 t/s'vAolanm - "SEEE10SITTE PLAN Huue.RccraEo J. - .• OVERFLOW - PINE ST S-1/2" ARE BASE PLATE OPENING X _ 1I EXPANSION JOINT B a - p _ BERM - - ^ ! p m1ne a STONE LOCUSo CONCRETE DROP g^ BACKER �- ,BawamaaNRra<ArHT - PARKING LOT CONCRETE FILL TO z o SHEET-FLoW `' ��� TOP EI.=54.0 _ PRonPc.cr a coxxmucnoN oxo Gxa.1N0 ROD ro ucHT STANDARD At, rC 6"-9"PONDING D.=5325 (2) NO. 3-BARS _ _ - ND-EACH RACEWAY MTN.fBW MIN PLAN VIEW _ - _I _S_ji,�`Yr 1�JJD7`1%%' . LOCUS MAP(NTS) LIMIT OF EXCAVATION BASE CON i 3°LOAM k SEED EL=53.0 - PLAN - CONSTRUCTION CONTROL JOINT C -SEE BOLT NEW PMR t'/ANCHOR BOLTS WiRI a HOOK 1.THESE DETAILS ARE PROVIDED FOR USE BY DEVELOPER CONTRACTOR AS A GUIDE - - //'BUNK THNEAas Acme sETnxc POLE. / - - - r/ BOLT TfMPUtE BY PD1E MANUFACNR•cx. ,� PLANTING SOIL TO THE MINIMUM REQUIREMENTS ACCEPTABLE. :e i fl -UT AFTER POLE IS SET AND PLUMBED. k • - ' CONCRETE WALKWAY WITH CONCRETE CURB ;o 2.THESE DETAILS ARE NOT TO BE INTERPRETED AS CONSTRUCTION DETAILS. 4 P TIES AT B•ON CENM(BY c.c.) >rG z 1 TOP OF STONE E ' - NOT TO SCALE r� / 6/8 VERTICAL TIES(BY C.C.) 'y �(� 3.THE DEVELOPER HAS THE RESPONSIBILITY To INSURE THAT ALL CONSTRUCTION - II _ -�-'`- 80T OF STONE SHALL CONFORM TO THE PREVAILING LOCAL, STATE AND FEDERAL REQUIREMENTS. iL MESTEEL CONDUIT EXTEND THEM RUN OUT OF PIER. CAPE FISH 8 LOBSTER USE SRII TO PM CONNECTDR.THEN RUN PVC TO WnHIN 10'aF NFM PIER PRECAST CONCRETE CURB +o " .o if=o-� Surround 2-,>� Double 7 washed crushed Stone 626 WEST MAIN ST NOT TO SCALE 6 1,aD STEEL Sa1mULE ea Pvc With M-111 N40 Filter Fabric NI.D STEEL-.W BARNSTABLE,MA MIN./MIN.COPPER CUD STEEL GROUND ROD RAIN GARDEN DETAIL VERTICAL GRANITE CURB - I MIN 2'MI.COPP BOTTOM ST PIER(BY E4) . WITH 6" REVEAL 4 H TIES AT 12'ON CENTER(BY 0.G) NOT TO SCALE to 1.Dec 12,2OD1 ReNlsions due Growth MgmL Dept Revrew 5" 6" - - -.2..len?2;2ooe misc.Changes TOP COURSE SIDEWALK - ANCHOR ROM(4 REOD) - -BASE PULE S.Feb 28,P008. Revised SLeII SDiplN DeUJI HEX NUTS(4 Pe D.) 4.July 3,2008 No Change S=2% MAX PLAIN WAWERS BINDER - ( REo'Dd 3 - - s.Mar 2e,z01D No cbange W.-, SECTION FlNISx cRAnE�� eJayzB.zon Added slaewaRDeaII Rd eaPianungoolaas NOTES: j .. PLAIN LUG;( E - n n To SheetC7 Landsmping 1.PAINT BASE SAFETY YELLOW (4 REa•D.) 1 i. CONCRETE To BE TYPE n, 4000 Psi OOL Ts SASE AND - - " CAPE CODE BERM DETAIL 15"-17" P uMBm - R« Not-Td-Scale 3BASE DESIGN TO BE BY A IDI NUTS LEVEL 12" cRass OR �• ''�,/ - �� LICENSED STRUCTURAL ENGINEER. (`.REo° BOLT .VIEW - - LANDSCAPE 6"LOAM • /'./ .PARKING REVISIONS y J� LIGHT POLE BASE TOP COURSE BINDER 2" ,p a O A'4 „DF ° NOT TO SCALE =III=III^I °= P RENCI Cry _ .-, MCGOVERN 98692 3 1/2"(MIN.) CEMENT CONCRETE SI B. CI t.` �aFEssDNe White lettering agalnat a blue sf�l�i-E'- No su CEMENT CONCRETE 13ACKFILL Cross Section 7 I background and bear the words Longitudinal Section 7 'HANDICAPPED PARKING,SPECIAL Nose meal TO BE PA N ALL PLATE REQUIRED,UNAUTHORIZED HArn(•''PPm�' -SEE PAVEMENT SECTION PARKING SUBJECT TO FINE AND- 13' Top of e• 4'R TONING AT OWNER'S EXPENSE* PIA B✓T 2" Top of Weir El. 50.5 S illwa El. 50.5 3:1 Sic e VERTICAL GRANITE CURB Top °f CHECKED INN B TN DRAWN JM #4,O 12" Ea h Wa - Dike EI: 51.50 NOT TO SCALE Flow WQ Swale JOB No. 7294 ' ✓qT4 to - -CVA Y:w t-y 3:1 Slope - - 3:1 Slope - - ' c 1L ��1��� � ' W 4 4 -•-e'DIA.STEEL PIPE,6'LONG - A� 4' 1897 DATE December 3,20OT SCALE As Noted slope N Slope YC P a a Yi°Ps 1 FINED+Y i'6.625 30o O.I iatETE ar, _ Or Len Or Lan - K j ;' - 1U �v'S 4 PAINim w/=R AND YELLOW PAINT Infiltration Trench .� �" - HP - { � S `' `C (4 ` JSP �-PAVEMENT �. d VAN `° � f 1 ; Construction `�y ��, � m`` „ ` Details ,`��Y N CONfXEEIE FOOTING Bottom of WdIl El. 46.50 ` PAINTED 8" Reinforced Concrete Wall:: Rip Rap.Spillway_ 12 .Wall Length - - ' (USED IN HANDICAPPED SPACES) DRAVANGTrtte 9•_O. s-o" I ,',�'_ '-�. -�. '�. �.-,. _ _ HANDICAP SYMBOL - u 1._e. STALL STRIPING Rip Rap iSfp111Way Detail NOT To SCALE Stone p be With " 1 f Min. C-9 9'-0" SPACE 16" Depth Wifh s" Of BOLLARD ti,/ NOT TO SCALE 314" - 1 112" Crushed Stone Base - Not To Scale - - NOT TO SCALE DRAWNG Na. CC. DouglasSanford C A Inc.2 11 V-6t 26'-2" cv-9" .1 s.- DOUGLAS SANFORD ASSOCIATES INC. 22 CLAY HILL DRIVE 6 72-0" 40W PLYMOUTH,MA 02360 PROVIDE SLEEVE PHONE TOACCOMMODATE8 L I "IV. E,EXACT P LOCATION To BE COORDINATED T-S* 5�6" WI LOBSTER TANK 6 TREADS @1111 CONTRACTOR O. zV1 I STD AIR 2 ELEcimc-aanm zv to UP D AS 7r/ F.E.a. C A-40BG COOLER SUB-SLAB UND 8 0 FREEZ COOLER ER ABOVE JG) UNEXCAY COOLER PANELS TYR d. !p -0 -ti- _ _ _ - - _ _ _ 10 ------- ---- --- - I QAQTER WATER RASEMM PITCH (D in -------------------- - ---------------- ---------------------------------------------------- 12T(-20.O0".BELOW 4S FL) Lm ' LL cnu F-D, I JL F.D. �` ( BAfiEfGEKI4 z 10" L C.I.P.CONCRETE z CIO R< 0. EL WL�I9V SVI CW ABOVE IS FLOOR)TYPICAL _j.Q. C6 T.O.S6EEL 4&� . LOW LLJ Lu Z m 0- z V\ Lu cm>- PITCH z 'Al Sanford associates------------- ------------------------------- ------ ----------------------- -------------------------------------------------------- -------------------------- ------ A6 AB 6> Al 5 REVISIONS 7.2611 PLAN REVISED TO REFLECT SMALLER BASEMENT (D q. E An SPRINKI ER ROOM F.D. o4504 pl�m P T v DRAWN DKS CHECKED DKS SCALE 1/4"=V- DATE MARCH$1,2011 TITLE BASEMENT PLAN SHEET F Al @ Copyright Douglas Sanford A B C D E F G H J L Associates,Inc.2011 ',Z. 2.5" a^ 1r-tr 10'-s" 3'-0" 1310° r-o• DOUGLASSANFORD ASSOCIATES INC. 22 CLAY HILL DRIVE PLYMOUTH,MA 02360 6'X V CONIC.PAD, ------------------- ------- PHONE FAX:(506)747-C300 SEE CIVIL DWGS. 4 EM41L:dc'3"'.eimn.tlR 0 I I I 6 TREADS @ 11" CHASE AREA FOR i M.D. O ELEC.CONDUITS I I m 24 I FFD o m •cTAI �•- O W O CLUING 13,000 LB 4 UP AS 1 12'HIGH CONCRETE CURB ta-5"x8'-6' _ 20 _ _ _ _ _ IN FREEZER AND COOLER, FD - - - FD U 2'-10' FD - TYPICAL WOMEN D O U FF0 i m TD 19'• 0" Fo 4'- SEE SHEET RCASH - A10FOR io E TOILET L e FR FE�Fa CDDLEB � U DETAILS I fo 13,000 LB aEG6rBi - — M.O. U BE'TAIL6REA FD _ _ _ FD O D E O SFF 1rr'SCALE I m HALLWAY PLAN-SHEETA12 y LL�l 10'-S'z8'-5' i is _ _ _ _ __ MEH 21 A10 m cc B 27 I W WTASLE FU FFD fiTelR 1 < 4'-8- 4'-10" A17 JANITOR M C W __-_ 8 v O O ______ _____ 19 O I— --- COOLER-FREEZER PROTECTION, FIRE EXTINGUISHER e b o. ---- Z TYPICAL I WALL BRACKET,TYP. 3A-4aBC I Ii F.E. LLT 25 /R i A-408C R FD q C; N Z I FD _ _ _ m O Z Q F FD e 11101 L76'-5:' 15 2" I C I Q 1G IS 4„ T-4^ 3'-4' - I = W F� oA D O D D it 72 A 8 B b U _ xy B - - N Z N QQ O m 5f 141 15 i W 4"SCH.40TUBE BOLLARD, 4'-0" 3'3' -8" 3'-0' (' N SEE 12/A11,TYPICAL FOR(S) M.O. M.O. 0 I Z V - 8'-0' 4'-B' OADINC PI ATFORM 34'-0° 3'-4' 2-8" S-0' 1 I M.O. M.O. M.O. M.O. 5 2" 2'• - T-8" 10 I O GFFICE7 m FD FD sanfud associates C A e SEE DETAIL 22/A71 _27!2" 41, 3'11" 4Ire AS A6 A 0 REVISIONS E2 F { O 7.26.11 _ STAIR 1 REVISED TO REFLECTSMALLER ri nS.1 LL ,LLOSFr 2 4-6 v BASEMENT,FUTURE LIFT _ REMOVED,DOOR 12 AND OUTSIDE STAIR RELOCATED, PARTITION TYPES m 6F 6 F3 CONCRETE PAD ADDED OUTSIDE DOOR 24 A 8°CMU WITH 1 HOUR FIRE RATING OFFlOE 2 B e"CMU,NO FIRE RATING m C e"CMU,NO FIRE RATING D 6'CMU WITH i HOUR FIRE RATING E 4°CMU,No FIRE RATING q O - �Yq FD F 2X4 WOOD STUDS 0 16"O.C.(BOTTOM SOLE PRESSURETFIEATEI 2 GYPSUM DRYWALL ON EACH UNFACED)FIBERGLASS INSULATION,TOP OF WALL TO In _ - N e�EP6KAq�yir FD UNDERSIDE OF WOOD DECK ABOVE . G 2X4 WOOD STUDS @ 16'O.C.,5/8"FIRE-CODE GYPSUM E ' $No 4506 8 DRYWALL ON EACH SIDE,TOP OF WALL TO UNDERSIDE OF ROOF DECK ABOVE,1 HOUR FIRE RATED. _ A9 <� plymouM H 2X4 WOOD STUDS @ IS'O.C.,t/2"GYPSUM DRYWALL ON 1 EACH SIDE(ROOM SIDE DRYWALL TO UNDERSIDE OF COLLAR TIES,STORAGESIDE DRYWALL TO UNDERSIDE OF ROOF FRAMING),,R13 UNFACED FIBERGLASS INSULATION,TOP OF WALL TO UNDERSIDE OF ROOF DECK ABOVE. ,0 - DRAWN DKS 2X4 WOOD STUDS @ 16"O.C.,10 GYPSUM DRYWALL ON EACH SIDE,R13 UNFACED FIBERGLASS INSULATION,TOP OF CHECKED DKS WALL 70 UNDERSIDE Of ROOF DECK ABOVE 5'-4" 4'-0' 15.4 4'-0" 6 4" SCALE 1/4'=1'-0' J 2X4 WOOD STUDS @ 16"O.C.,1/2"GYPSUM DRYWALL ON M.O. M.O. EACH SIDE,TOP OF WALL TO UNDERSIDE OF ROOF FRAMING, 13'-4" 20'-0' DATE MARCH 31,2011 K 2X6 WOOD STUDS @ 16"O.C,1PO GYPSUM DRYWALL ON EACH SIDE(ROOM SIDE DRYWALLTO UNDERSIDE OF COLLAR TITLE TIES,STORAGE SIDE DRYWALL TO UNDERSIDE OF ROOF 34'-0° 6'-0" FRAMING),,R13 UNFACED FIBERGLASS INSULATION,TOP OF WALL TO UNDERSIDE OF ROOF DECK ABOVE.L 2X4 WOOD STUDS FIRST FLOOR EACH SIDE,R13 UNFACED FIBERGLASS INSULATION, OP OF 1 WO,C.,10 GYPSUM DRYWALL ON1r-u" r-4" a-5 „'-0' PLAN WALL TO UNDERSIDE OF ROOF FRAMING. M 2X4 WOOD STUDS @ 18'O.C.,10 GYPSUM DRYWALL ON SHEET STORAGE SIDE ONLY,TOP OF WALL TO UNDERSIDE OF ROOF F G G H H FRAMING. N 12•CAST IN PLACE CONCRETE WITH 1 HOUR FIRE RATING D 12"CAST IN PLACE CONCRETE PAINTED ON INSIDE P 1 112"DOW THERMAX HEAVY DITTY PLUS INSULATION WITH DO W INTERLOCKING JOINT CLOSURE SYSTEM J L A2 ®Copyright Douglas Sanford Associates,Inc.2011 DOUGLAS SANFORD CL 17'-0" Sd-B° 101-4" 20E-0" L 2O'-0" ASSOCIATES INC. 22 CLAY HILL DRIVE OUTSIDE FACE OF STUD TO OUTSIDE FACE OF STUD TO OUTSIDE FACE OF STUD TO OUTSIDE FACE OF STUD TO PLYMOUTH,MA 02360 OUTSIDE FACE OF STUD OUTSIDE FACE OF STUD OUTSIDE FACE OF STUD OUTSIDE FACE OF STUD PHONE 8.FAX:(5oB 747-4300 17'-11/2" L43/4" I EMA I L I I-W 4'-10 1/2' V 4"'V-4" 12TREADS @ 11" R.O. go ...................... �................ .......... ............................................................................................................ ................ ....... .... °P Y Q DN L 4" _3'-2" 2'-6° 2'-B" 13'-8" 2'-B' 4" 2'B" 13'8" B" 4° 2,_0" STaIa 2R.O. R.O. . . R.O. R.O. R.O.OUTSIDE FACEfGTUD q _ F g!p' EfsT - 2C�6.3Z.eb.Y'9Y f AB { m° v , M --------------- ___..-: y T 1 g _______________ _______ _ 3A 40EC CLOSER Cl nccr2 4 1/2" N-0" �- 32 SHOWER OPERATIONS ACCOUNTING 33 CO R.O. G.C.TO COORDINATE -- 29 _ 3a WITH OWNER FOR IOILET r O OPENING IN FLOOR RODM FOR REEZE B DROP INTO -ice -----------------to ---------------- m FREEZER BELOW y O _ _ __ 11 A10 2° STAIR 1 ' Z 29'-1114" 411Z' 1d41/2" 6'-7" 2'-53/4'; 10'-7' o F.E AIS1D A'= W w ¢H O q Qj uj 36 HVAC J W UNfT �Mr 200 LB. I.L ___________________a , w 2 F- OO UNIT SITTING O 06 m ON 2ND FLOOR, LL m o TYPICAL T z to c4v HWH tq z V, r r VJ ma �z --------------- -------- ------------------------------- ---------------..-.-------.-"..-.-...--------------------------------------"---"----"--"---"--""---- -"- -- m w z = 3'-4" 4" 3'-4" HEIGHT ALONG THIS 4TH 7'-0" WALL3'.B"+/- ¢� sanford associates Z HVAC p V C UNrr A R 200 LB. 37 w> ne AS A7 .0 DUCT18"X 1 FLOOR REVISIONS 1 AKEU EXHAUST AIR FAN 200 LB. UNIT ��PEOH 500 Le. yy E $No 4504 7'-7' 9'-6" 3112" A9 6 py�Rry 7� Mp A ®� 44 •...................... 4 - __...._..........• DRAWN DKS 1'<"1'4• CHECKED DKS R.O. SCALE 1/4"=1'-0" DATE MARCH31,2011 TITLE SECOND FLOOR PLAN SHEET A 3 NOTE: ®Copyright Douglas Sanford Associates,Inc.2010 CONSTRUCT CUPOLA WITH HICK F 1f2"SHEATHING,AZEK 3/4'THICK A10 BEIM.SEEN FROM OUTSIDE WHEFINISH INTERIOR THAT N DOUGLASSANFORD INSIDE IS LIT.PAINT INSIDE ASSOCIATES INC. WHITE. 22 CLAY HILL DRIVE PLYMOUTH,MA 02360 DENNINGER F10 COPPER FISH PHONE&FAX:(508 747-4300 WEATHERVANE W/NSEW EMNL DIRECTIONALS,MOUNT WITH r12 HEADBLOCK&BRACE,PROVIDE 101 COPPER CAP,SEE 18/A71 ALL TRIM ON CUPOLA IS AZEK E AB ? 3. �m 4'-01 FIFIXED RIDGE VENT,TYPICAL N-10" ASPHALT SHINGLES,TYPICAL 1 1 , SIGN BY OWNER _ AZEK TRIM,TYPICAL 8 � CLAPBOARD SIDING,TYPICAL 4' B'-tl' 8'-tl' 8-0" 8'-0" 8'-0" 4" SECOND EL 6T•81/4" ALUMINUM 6'GUTTER,TYPICAL AZEKTRIM,TYPICAL D.S. C.J. D.S. C.J. C.J. COLOR W SMOOTH FACE CMU, TYPICAL BRACKET,SEE DET.14/A11 rrr� rrrrr ! rrt ' I ���� COLOR W SPLIT FACE SINGLE ui SCORE CMU,TYPICAL L 4050 4050 4050 4050 3"x4"ALUM.DOWNSPOUT,TYPICAL /r^ FIXED FIXED - FIXED FlXED AZEK TRIM,TYPICAL V WINDOW,TYPICAL COLOR'A'SMOOTH FACE CMU PRAIRE ae " - a. COLOR'B'SPLT FACE SINGLE _ FIRST FLOORwal `g O 5 SCORE CMU,TVPK:AL Lu awAl"glimEL.56'-0 W WINDOW BOX,TYPICAL FOR(4) m SEE DETAIL 23/A11 O ad P FRONT O = z z_ t_nS¢C¢ NOTE: Q 1 G G ALL DOWNSPOUTS TO BE lip CONNECTED TO UNDERGROUNDPIPING TO SEE S TEEADING DRAWI DRAWINGS FOR .7 W co CO LOCATIONS OF DRYWELLS. M LLI Z � Q ¢ 302 E W cjmt�- FIXED z RIDGE VENT,TYPICAL Sanford associates EXHAUST IN ENCLOSURE, 2X4 STUDS,WALL SHEATHING AND AZEK TRIM,TYPICAL REVISIONS 7.26.11 LOADING DOCK BRACKETS, FUTURE DFf REMOVED,AND KITCHEN EXHAUST FAN ENCLOSURE MODIFIED ON REAR ELEV. CEMENT LAP SIDING,4"EXPOSURE, TYPICAL SEC ®USS�Cy'r� BRACKET,SEE DET.14/A11 DRAWN 3458 DH 3458 DH CHECKED DKS ® l t- DATE- - Y24,2010 p TITLE FIRST T FLOOR _ Y E.... 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Enli■■■■■aal■aa■ta�■ nn■i■■■monn■■■nn■nNn; 1ME■■ENlnn■ . ■■amoo■onaaa N■onnnll moaNnmo■■OMME■■■MEamoENE■1 ■■■N■tmota/t moo■■N■monomoatt/l■on�lo■■oamoattomoo■■■■000■■■NN/WN tom■■■■■ntono■ooNN /o■o■■l■o■n■/no■o ■a■Naaan ■■■■amoo■aaalilaonttatol■aala■■■■■moo■nno■ttol tmomooao■oao■■tntlol■no■Nmoao■mot/l llmotWna000aoa■hall■noon■■o■Wmt■loamma moo■■■■omotmo■moNNttNnmomoo■■■moon■otomoomoo■■Imomo■ moll' ■■N■■■o■anOY7m000aootl laoaamonm0000■■n■■mo■mol tail.■■■■l■■mot.loon..N■a■ao■■n■:tan■Ntta/.moo■aNaa■■oa■a■■aotNanato■INattna■a■■moo.■■oomomoN tNtN■o■moaaa■nitNlmoo■1... :1'::::::::i::::::::::C::C:: mommoo:::C::i:i::::::ii�:::::::::':�:t::::monom:::::::mom ::::::::�::::::�:::::::::":::�:ME momm ::: ■■omoan■■E■..■.......1■mo.00■■non1110:0tt■1 mo■aoaN■■o■o■■aln■n■No■t■■■■■N■tOE■: moan:■■■a■■onittmon■■na000E■O■■■moamo■Ina■■ao■■■■■■tNmoaa::mo■ :■■■ ■E■tao.■...........1 ■■®and ::::::EM::�:::::::::::::::::::: :::::::::::�',:::::::::::::�:::E::moa:::::::::�::::::ENEM :::::a::::�::C::::�M:■N no E:o:■:E.:.:■■::�:::::�:::�:,■:moUSamol■N■moN■1 mono■■■■■NONE■NEN■MME� ■om■■■IENNNC Imoa■N■NOmo ------l�W■a■■■■N■mo■l■nnnmo■■■■mo_ �Imo■WWI::■■■n:o■■■::�::t.W:::o■■■�0■m:�o0�.■� taNW■�v�W��■�M■1 ■��a�nnnWW■N■NI NN_NW_ ■NW 1■moN■�■■�N�■�■�--���--�■��N■■�■��■��o�aN_■ --- ----- _----__-- ----- —__ ©Copyright Douglas Sanford Associates,Inc.2010 DOUGLASSANFORD ASSOCIATES INC. 22 CLAY HILL DRIVE PLYMOUTH,MA 02360 PHONE&FAX:(606 747-4300 ETkllLUsar#daswc 1 A11 HOT DIPPED GALV.STEEL ANGLE 4X4X7/4 W/BENT ROD ANCHOR @ 16"O.C. VERTICALLY,TYPICAL FOR INSIDE AND OUTSIDE CORNER AT(2)ROLLUP DOORS.ANGLES FULL HEIGHT OF DOOR. 1/A6 2X6 COLLAR TIE AT EACH RAFTER,TYPICAL 12 12 S� I6 2XI2 RAFTERS @ 16"O.C. _ W 7'-5 1/4" 6 A71 2 C/) 14"I JOIST —�43/6 vM+ W 0~ SECOND FLOOR —+,pL— W cc T.O.SUB FL EL 67'-81/4" OWN = Z 6 SIMILAR A11 COOLER&FREEZER CEILING PANELS rCID HUNG FROM SECOND FLOOR JOIST BY W OWNER'S CONTRACTOR LU ACOUSTICAL CEILING a Z _ = W Q �r SINGLE WYTHE 6"SPLIT FACE SINGLE wLoT SCORE CMU W/KORFIL INSULATION = _ - Z z bo w U Sanford associates 7 SYSTEM AIL 13/A11 FOR PROTECTION A11 INSULATION UNDER SLAB-ON-GRADE REVISIONS N FREEZER,INSULATION PROVIDED &INSTALLED BY OWNER'S FREEZER 2.23.11 CONTRACTOR DETAIL VA6 ADDED a0 7.26.11 FIRST FLOOR 0 -0:..: ..°:.: :.:0:. :.:0:._ .'�:0: :�:0. "�:0 - .:.;0 :.;0'.- BASEMEN REMOVED, T.O.SLAB EL.56'-0' p0p0_ 00 0 00 OD 6 0 OD 0 00 0 O� EXTERIOR BRACKETS 'i. a !a c'> °i�.b _'>�v a�' 'aa� d -- (JO-:a fie:. -q.: REMOVED,FALSE ATTIC 0 °�j� a 0`y y Ply 'o:': CEILING REMOVED 19 ° a a �a�+a a��'p c c< ca ca c x< .< a_`P•o-�a c< c! a ve va va ca va_cm v Pa ea'_�ca as xa•�a':ra vi c.ca k4�e ca ve- .va as e<_ A71 0.O0 a _ _ _ - A11 11 aO0: o: CONCRETE SLAB O: Cip0 :a.aQEO AACyi Q '.Q 12'FOUNDATION WALL a o� w o No 4504 PIGIII o.'. COMPACTED GRAVEL 0 DRAWN DKS CHECKED DKS SCALE 1/2"=1'-0' DATE DEC.23,2009 TITLE BA FL00R _ _ _ _ _ _ _ _ _ _ _ _ SECTION A T.O.SLAB SLAB EL.46'-8' SECTION SHEET A 6 ©Copyright Douglas Sanford As_tes,Inc.2009 DOUGLAS SANFORD ASSOCIATES INC. 22 CLAY HILL DRIVE PLYMOUTH,MA 02360 PHONE 8 FAX;(508 747-4300 EIVAA: ref SIM. A11 12 4 3/8 16 A11 2x12 RAFT AS®16'oO.C. T.0 PLATE - -- - EL 76'-41@' 2X6 COLLAR TIE AT EACH RAFTER,TYPICAL ACOUSTICAL CEILING 12 �B L 17 21 A11 T-5 114' A11 uj 12 2X6 EXTERIOR WALLS 12 !/� 4 3/8 8� W 14"1 JOIST O SECOND FLO FI W TO.SUB FL EL.67'-8 1/1 _j W cc cc _v N STEEL BEAM BSIMILAR Z All COOLER WALL AND CEILING BY — cn OWNER'S CONTRACTOR,TYPICAL W � aLLJZ �: SINGLE WYTHE 8"SPLIT FACE SINGLE a SCORE CMU W/KORFIL INSULATION Q z L) (D M 10'DEEP PRECAST PLANK W/3"TOPPING - PITCHED TO DRAINS Sanford aSSOCIACS 7 7 O.H. A11 A11 SEE DETAIL 13/A11 FOR PROTECTION REVISIONS SYSTEM 7.26.11 BASEMENT REMOVED, FIRST FLOOR EXTERIOR BRACKETS T.O.SLAB EL 6G-0" o p O p o'.'. o p;;o:.- o..p:;.p:'. o...pi.:a.' ED 4 "d= ea ed:e_d'- A F .Y.N e'.t A ea•r;'Y .d'a''F }d,' p. •:Y 'p'Y.d• F y'-:R'a=:A<:'F: 1d;pd-a ue Y.d a e.d e:F ea Y e.d' d• a Via:-a d''e'd• eo'A•'Kd e e a d'YC .pc M.d•- 'e R EMOV ::,:0. d•�d�•:a�d..a�1?R d _d itd�'A'�.d�:d�F-`tA Y`q.Hiea.e:,h-.e`f•d.`.A•-•.d.- yfn5��E'.a}:dt�d<�d��§"e"�F�KA-�bYf e`dykF�'d`•�".i�yaF�.R�1fFyYF��Pa�.d:�:a�ea�e�dyt'�eF'�Y�•Yd�Y� cd.tee �e r S Y�•a� P'.`e � t..FtiMR'PF�^,r�:'d :''d•'A .F.Y.a�e'.C'e'A�'`YM a-'d• 4 A 1 CONCRETE SLAB A11 h 2"XPS INSULATION ¢.. o.... �i . H O... 12"FOUNDATION WALL 9.% N.4504 g A O PVW�� DRAWN DKS CHECKED DKS SCALE 1/2"=V-0" DATE DEC.23,2009 TITLE SECTION B SHEET A � CCopydght Douglas Sanford Associates,Inc.2010 DOUGLAS SANFORD ASSOCIATES INC. 22 CLAY HILL DRIVE PLYMOUTH,MA 02360 PHONE&FAX:(508 747-4300 ENAIL 12 12 8� �8 1122 81 - - TO PI ATf -_ 5/8"FIRCODE GYPSk M DRWALL 58'FIRCODE GYPSUM DRWALL- ON WALLS AND CEILINGS OF ON WALLS AND CEILINGS OF STAIRS,1 HR.RATED,TYPICAL STAIRS,1 HR.RATED,TYPICAL <4"SPACE a TYPICAL SECOND FLOOR W EL.67'-81/� Cn��^ m m ...... O Lu Lu NOTES: -- •RAILINGS TO BE CONSTRUCTED W OF 1 1/4"SON.40 STEEL PIPE, I °....' BALL USTERS TO BE 3/4"SCH.40 STEEL PIPE,WELD ALL06 CONNECTIONS AND GRIND ' SMOOTH,SHOP PRIME,FIELD L PAINT.RAILINGS SHALL CONFORM T TO CURRENT REGULATIONS OF 780 F /R �a Z CPROVIDE HANDRAIL ON BOTH rn V SIDES OF STAIRS. m N Z STAIRS AND LANDINGS SHALL BE METAL PAN WITH CONCRETE FILL. ¢ 0 THEY SHALL COMPLY WITH i'u _ CURRENT REGULATIONS OF 780 J 1--N CMR.PROVIDE SHOP DRAWINGS " WITH ENGINEER'S STAMP. - m W CL Z i M 11'•0" t' 11'•0" 12 TREADS®11° 12 TREAD. 11' ® 1 Q d• 6" 3'5" 5'V' TREADS 11" 6 TREADS @ 11 FIRST FLOOR 73 o; r:..: ELBs'-o Y S1IIfC1l dSSCCldCCS REVISIONS ¢ 7.26.11 SECTION C:LOWEST FLIGHT OF STAIRS REMOVED, A 0 FOUNDATION MODIFIED NOT 0 GO TO BASEMENT LEVEL : o t.. o� QaQ: O.'V, ;C• AAA 7,-4„ ' :: ... FEA .:: a TREADS @ 11".. : /� 9: No 004 Pl em BASEMENT FLOOR >H0 i 8' : �..alp DRAWN DIGS CHECKED DKS SCALE 1/4"=Y-0" SECTION D SECTION C DATE DEC.23,20oS TITLE SECTION C&D SHEET A 8 ®Copyright Douglas Sanford Associates,Inc.2010 DOUGLAS SANFORD ASSOCIATES INC. 22 CLAY HILL DRIVE PLYMOUTH,MA 02360 PHONE&FAX:(5 -4300 f3vWL USE RIDGE CONNECTION DETAIL AS SHOWN ON SHEET S-4 WHERE COLLAR TIE IS NOT IN TOP 1f3 OF RAFTER,TYPICAL 12 12 3� �8 2X12 RAFTERS @ 16"o.c. uj A71 74'IJOIST O SECOND FLOOR T.O.SUB FL EL 67'-61/4 W 0 06 V ��f/�LL Z Cn ; Q ACOUSTICAL CEILING Q - n LING, ACOUSTICAL CEI TYP. MAKE-UP AIR DUCT J EXHAUST HOOD Ids W co Q SINGLE WYTHE 8"SPLIT FACE SINGLE I.I.I } SCORE CMU W/KORFIL INSULATION Z W= ib 10"DEEP PRECAST PLANK W/3"TOPPING PITCHED TO DRAINS sackrd associates 7 C.I.P.CURB W!RESINOUS FINISH Al REVISIONS ELEDO FIRST FLOOR AND BASE N RESINOUS FLOOR METAL DECK 8 SLAB O .2611 T.O.SLAB EL 68'-0" �....�.:..^.'.:a' :•..._,.:b_' ._- �..o 1ST M FLOOR CHANGED T O: a.. SIMILAAll R 8 -p�•' O:. tl0 6. : 0: '.O'p. -'p: 12'FOUNDATION WALLNo 4BD4 ?' 0 1 1W THERMAX HEAVY DUTY PLUS °� r . p; INSULATION SYSTEM,TYPICAL .o. DRAWN DKS 'a' i0c CHECKED DKS SCALE 1/2"=1'-D" v� 6 DATE DEC.23,2009 °a.,. TITLE BASEMENT FLOOR g.. I is A u SECTION E T.O.SLAB °.a..o- ;':N.:e:7,`i¢r .r- .�::�.k:rd?kr e`,ra�aa i.:ti-�ka:�ix'Tr«. �x�.�.�«e:d:'}�d ee!- e'aa t- •,n??.r x r..a-a ..a.:e'<.er4v..:t!a t?••'ar'x.; .r t r r ti`r=ai"td-"r. ra= .rese t ar•�x,'it«.�...�':: ..;•.. '>:.::h�5:9'.rA..:S.uSat�uS.ux�:'`rd"�::S.r,yst�d^«x3.cA.:r1 a4`�:S::4x.LJS..•:^..?.::S..:Srh.e'S.oS..?.:.r��et..;ts:.9,cA.:h.:'S.✓h..R6:L..S.:S..:..:4:,..:'S.,,S.aS:.'S.t`5..,�..5.,...... A 0 Copynght Douglas Sanford Associates,Inc.2010 DOUGLAS SANFORD ASSOCIATES INC. 22 CLAY HILL DRIVE PLYMOUTH,MA 02360 PHONE 8 FAX:(508)747-4301 ENJilL r>M WHERE COLLAR TIES ARE NOT PRESENT,USE RIDGE CONNECTION DETAIL SHOWN ON SHEET S-4,TYPICAL TOILET ROOM NOTES: GRAB BAR STRUCTURAL STRENGTH: 1.GRAB BARS SHALL BE MOUNTED 33'TO 36"ABOVE FLOOR.BARS STRUCTURAL STRENGTH OF GRAB BARS,SHOWER SEATS, SHALL BE 1 TWIN OUTSIDE DIAMETER X 3'-6"LONG AND HAVE A 1 VZ" FASTENERS AND MOUNTING DEVICES SHALL BE AS FOLLOWS: CLEARANCE BETWEEN THE BAR AND WALL.(2)STAINLESS STEEL A.BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE BARS THAT ARE ACID-ETCHED OR ROUGHENED ARE REQUIRED IN MAXIMUM BENDING MOMENT FROM THE EACH TOILET ROOM.SECURELY FASTEN TO BLOCKING TO APPLICATION OF 250 LBS.SHALL BE LESS THAN THE ALLOWABLE ACCOMMODATE A 250 POUND LOAD.SEE PLAN FOR LOCATIONS.THE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. GRAB BAR SHALL COMPLY WITH THE REQUIREMENTS FOR B.SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE STRUCTURAL STRENGTH. APPLICATION OF 250 LBS.SHALL BE LESS THAN THE 2-PLUMBING FIXTURES SHALL BE ADA COMPLIANT FIRST QUALITY, ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR NEW COMMERCIAL FIXTURES,COLOR WHITE.FITTINGS SHALL BE OR SEAT.IF THE CONNECTION BETWEEN THE GRAS BAR OR SEAT COMMERCIAL QUALITY CHROME PLATED BRASS. AND ITS MOUNTING BRACKET OR OTHER SUPPORTS IS CONSIDERED - - 3.TOILET SHALL BE 17'To 19"FROM THE TOP OF THE SEAT TO THE TO BE FULLY RESTRAINED,THEN DIRECT AND TORSIONAL SHEAR FLOOR.FLUSH CONTROLS SHALL BE HAND OPERATED OR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, AUTOMATIC AND SHALL BE OPERABLE WITH ONE HAND AND SHALL WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. NOT REQUIR 2X8 COLLAR TIE AT E TIGHT GRASPING,PINCHING,OR TWISTING OF THE C.SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE EACH RAFTER, AT WRIST.THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE FROM THE APPLICATION OF 250 LBS.SHALL BE LESS THAN THE NO GREATER THAN 5 LB.CONTROLS FOR FLUSH VALVES SHALL BE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR 12 MOUNTED ON THE WIDE SIDE OF WATER CLOSET NO MORE THAN 44 MOUNTING DEVICE OR THE SUPPORTING STRUCTURE,WHICHEVER INCHES ABOVE THE FLOOR. IS THE SMALLER ALLOWABLE LOAD. 4.LAVATORY SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 D.TENSILE FORCE INDUCED IN A FASTENER BY DIRECT TENSION INCHES ABOVE THE FINISH FLOOR AND SHALL ALSO EXTEND A FORCE OF 250 LBS.PLUS THE MAXIMUM MOMENT FROM THE MINIMUM OF 17 INCHES FROM THE WALL TO THE FRONT OF THE SINK APPLICATION OF 250 LBS.SHALL BE LESS THAN THE ALLOWABLE OR COUNTER. KNEE CLEARANCE SHALL BE PROVIDED UNDERNEATH WITHDRAWAL LOAD THE SINK WHICH IS 27 INCHES MINIMUM FROM THE FLOOR TO THE BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE UNDERSIDE OF THE SINK AND EXTENDS B INCHES MINIMUM E.GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. a MEASURED FROM THE FRONT EDGE UNDERNEATH THE SINK BACK TOWARDS THEWALL:IFA MINIMUM OF 9 INCHES OF TOE TOILET ROOM SIGNAGE NOTES: LrL CLEARANCE IS PROVIDED,A MAXIMUM OF 61NCHES OF THE 48 •AT EACH TOILET ROOM THERE SHALL BE A PERMANENT SIGN INCHES OF CLEAR FLOOR SPACE REQUIRED AT THE FIXTURE MAY INSTALLED CONFORMING TO ARCHITECTURAL ACCESS BOARD AND LU EXTEND INTO THE TOE SPACE.SEE FIG.304.SITK DEPTH SHALL NOT ADA REQUIREMENTS. EXCEED SIX AND W INCHES.RINK TRAPS AND DRAINS SHALL BE •SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LOCATED AS CLOSE TO REAR WALLS AS POSSIBLE.HOT WATER AND LATCH SIDE OF THE DOOR. DRAIN PIPES EXPOSED UNDER SINKS SHALL BE RECESSED, •MOUNTING HEIGHT SHALL BE 60"ABOVE FINISHED FLOOR TO THE INSULATED,OR GUARDED.THERE SHALL BE NO SHARP OR CENTERLINE OF THE SIGN. 5'-8" M ABRASIVE SURFACES UNDER SINKS.FAUCETS SHALL BE OPERABLE •LETTERS AND NUMBERS ON SIGNS SHALL HAVE A W WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:I,AND PINCHING,OF TWISTING OF THE WRIST.LEVER-OPERATED, STROKE-WIDTH-TO-HEIGHT RATIO BETWEEN I:5 AND 1:10. 12 PUSH-TYPE,TOUCH-TYPE,OR ELECTRONICALLY CONTROLLED •CHARACTERS AND NUMBER O MECHANISMS ARE ACCEPTABLE DESIGNS.IF SELF-CLOSING VALVES S ON SIGNS SHALL BE SIZED —�4 3!8 ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO J W ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST TEN SECOND FLOOR DS. BEHEAD. SECON --- - -- 5.THE TOP OF ANY SHELF AND OR BOTTOM OF ANY MIRROR THAT IS •THE MINIMUM HEIGHT OF SUSPENDED OR OVERHEAD T.O.SUB FL.EL 87'-e 1/4" PROVIDED ABOVE A SINK SHALL BE SET WITH THE BOTTOM EDGE OF USING AN UPPER CASE X. CHARACTERS IS THREE INCHES(3'=76MM)AND IS MEASURED THE REFLECTING SURFACE NO HIGHER THAN 40 INCHES ABOVE THE •LOWER CASE CHARACTERS ARE PERMITTED. O 0 FINISH FLOOR, 6.TOILET PAPER DISPENSERS SHALL BE LOCATED ON THE SIDE •RAISED AND BRAILLED CHARACTERS AND PICTORIAL SYMBOL U— Z WALL CLOSEST TO THE WATER CLOSET.THE CENTERLINE OF THE SIGNS SHALL COMPLY WITH THE FOLLOWING:LETTERS AND V ROLL SHALL BE SET ATA MINIMUM HEIGHT OF 24INCHES ABOVE THE NUMERALS SHALL BE RAISED ONE THIRTY-SECOND SIMPLE SEAN RIF FLOOR.DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT -LET ERSAN),UPPERCASE,SHALLBANS ACCOMPANIED F OR WFTYPE. PERMIT CONTINUOUS PAPER FLOW ARE NOT ALLOWED. •LETTERS AND/OR NUMERALS SHALL BE ACCOMPANIED WITH Z V J Q Q 7,THE PAPER TOWEL DISPENSER SHALL BE MOUNTED WITH THE GRADE 2 BRAILLE. CC TOWEL CENTERLINE 42"ABOVE THE FLOOR.SEE FIGURE 301. •RAISED CHARACTERS SHALL H S.LEAST 1l32 OF AN INCH HIGH, U G BUT NO HIGHER THAN TWO INCHES. INCHES A COAT HOOK SHALL BE PROVIDED ATA MAXIMUM HEIGHT OF 54 •PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT FOR BARACKET SEE J 9. NSTA�TION OF AV THE LLOFIX7URES,FITTINGS AND ACCESSORIES R. VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. DETAIL 10/A10 = w o THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE SIX INCHES V Uj SHALL CONFORM TO THE STATE ARCHITECTURAL BARRIERS LU Z REGULATIONS,IF THERE ARE ANY QUESTIONS,REQUEST (6'=152MM)C014TRAST HEIGHT. [Q /1 Z CLARIFICATION FROM THE ARCHITECT. FINISH AND CONTRAST THE CHARACTERS AND BACKGROUND OF a Lip 10.PLUMBER TO PROVIDE ALL MATERIALS AND LABOR FOR SIGNS SHALL BE EGGSHELL,MATTE,OR OTHER NON-GLARE FINISH. CHARACTERS E INTALLATION OF THE NEW TOILET ROOMS INCLUDING COMPLETE BACKGROUND:AND SYMBOLS SHALL CONTRAST WITH THEIR EITHER LIGHT CHARACTERS ON A DARK '? LU FIXTURES,FITTINGS,HOT WATER HEATER,DRAIN PAN,SUPPLY AND BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. r ' WASTE PIPING,AND VENTS.ALL WORK SHALL BE IN ACCORDANCE .SYMBOLS OF ACCESSIBILITY:THE TOILET ROOM SIGNS SHALL USE - Z V (D J WITH THE STATE PLUMBING CODE. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. '"Utud isscchics 6'-0'CLEAR mirror ,`` 3'-6^ L_ REVISIONS e" 7.26.11 BRADLEY 5234 ',I I w. gS LOWERED CEILING TOILET PAPER DISP. REMOVED,18T FLOOR i io O J,' 1t_ Jr w I FIRST FLOOR SLAB, R TANKS 8 T.O.SLAB EL 58'-0"- --. _ __ _ _ _ a SLAB,LOBSTER TANKS COAT O.K.H BRADLEY - �+ a' ADDED AT SECTION _ 9134 - - i A. GRAB BAR,BRADLEY zo Lisi _'p. 8SIMILAR 832-2,TYPICAL Slnk El.veOone ;().., A71 61 Flpr.3. �Aa; COOLER WALL PANEL BY OWNER'S D CONTRACTOR PAPER TOWEL DISPENSER .Oo t. tiyEOAq� PROVIDED BY OWNER _ L w— To el L-..I %D— _U,I..l K her^ 04 _— RROR 7 C:i NPory�45 BRADLEY 80-189 M® Flek "61 C Ir•I I DRAWN DKS CHECKED DKS 9 b;' SCALE tr2^=1'-a' SIGN D1.2•n•er Eleveclon, 0 DATE DEC.23,2009 0 Fl6 na�41 BASEMENT FLOOR 'p ;; TITLE T.O.SLAB EL.48'-e' — — :.::o;:.a: ;_:o;:.n;' a':::ai,.o:: " :::.a .o:: :.gro SECTION F& TOILET DETAILS p' tr TYPICAL TOILET ROOM PLAN SCALE:1/2'=V-0" D.Qo:Q o.o. .Qo: .p Q: Q°:Q.o°:°: °flo:°:°�°:�.o:°:.�:Q°Qo:�:>�,.�.°. :o.°:> SHEET ..S'a''�tw7u�?v'..?:�' J %..Al 0j ®Copyright Douglas Sanford RIDGE SHINGLES,TYPICAL Associates,Inc.2009 TYPICAL WINDOW FLASHING ::o ff' 6° CL 8' 10° 8" SEE STRUCTURAL COR-A-VENT X5,IV RIDGE IN WOOD FRAMED WALL ':: I I DRAWINGS FOR VENT,TYPICAL DOUGLAS SANFORD �n (FELLASMARTFLASHOR a� I I ADDITIONAL APPROVED EQUAL) REFER TO DETAIL 6 FOR INFORMATION ASPHALT SHINGLES ASSOCIATES INC. LA ROOF SHEATHING 22 CLAY HILL DRIVE 1.INSTALL SILL F SHING TYPICAL NOTES '�:o ROOFNDE SHEATHING PHONE&FAX:,MA 747-4300 2.MYMENT INSTALL WINDOW PER 0 PLYMOUTH,MA 747-4 3.INSTALL INSTRUCTIONS 'fl'. I JOIST yY y. 3.INSTALL JAMB FLASHING 'o EMdyL ,,¢®-nd OI 4.INSTALL HEAD FLASHING ".':�'. 4"$O.X 3/16'SCH.40 TUBE 6.INSTALL INSULATING FOAM ° FILLED W/CONCRETE,12" b AROUND PERIMETER AT SQ.X 114"WELDED BASE - CL I INSIDE ..0:4' PLATE BOLTED TO CONC. >, 1 1 PLANK,HOT DIP GALVANIZED ) Q. - 0 NOTE: - AT EXTERIOR BOLLARDS or AT c ELIMINATE BASE PLATE 0'4 AND EMBED IN CONCRETE o:Q SLAB a L ACOUSTICAL 0 CEILINGD o� 1X70 AZEK TRIM,TYP FOAM IN PLACE 0.0 INSULATION ` _ 1 X8 AZEK TRIM,TYP. .6?' 6" 5/4 AZEK TRIM,TYPICAL WOPO TRIM, O.:Q CONCRETE TOPPING CD ` CONCRETE PLANK CL I m UNPAGED R38c BAD TYP. FSK SHIELD CONT. j ..gild G PELLA IMPERVIA :. '' ; .O. VAPOR BARRIER,TYP i.0, WINDOW,TYPICAL "v 20 16 oD:o.::a o:�' oaa 12 9 5 @ 16"O CP TIYP. 1 PEL1A IMPERVIA ATTIC BAFFLE VENT, WINDOW,TYPICAL CONTINUOUS BETWEEN 8°SPLIT FACE CONTIN7777 UOUS.050 CONTINUOUS - SOFFIT AND RIDGE,TYP. MASONRY,TYPICAL PREFINISHED ALUMINUM 514 AZEK TRIM,TYPICAL 4X31/2X 1/4ANGLE R38 UNFACED FIBERGLASS KORFIL INSULATION, INSULATION W/FSK VAPOR TYPICAL E.P.D.M.FLASHING E.P.DM ROOF MEMBRANE BARRIER,TYPICAL �'�' E.P.D.M.ROOF MEMBRANE ::: NOTES; BLOK-NET,TYPICAL 12"UNDERLAY- p TYPICAL ROOF ' ••`�' WELDANDGRIN 1X3 STRAPPING - MENT,TYP. '::`': SMOOTH ALL o 2X72 RAFTER @ 16°O.C.,TYP. BLOK-FLASH,TYPICAL ....... .;.. ROOF SHEATHING CONNECTIONS ALUMINUM DRIP EDGE SUBFLOOR,TYP. •PROTECTION UNDERLAYMENT PLYWOOD ROOF SYSTEM TO BE HOT RCOF SHINGLES 24 GA-GALVANIZED SHEATHING,TYPICALDIPPED GALVANIZED ° ONTINUOUS CLEAT ALUM AFTER FABRICATION 6"SPDT FACE LINTEL .GUTTER NIT,U TYPICAL R30C BATTS,TYP. TYPICAL 2-4)- ,� SEALANT AT PERIMETER, W TYPICAL Y Y --------- JOIST HANGER 4"SO.POST,SEE DET. FSK SHIELD 12/A11 = P.T.BLOCKING,TYP. CIO 1 xio AZEK FASCIA 5/4 AZEK TRIM,TYPICAL FSK SHIELD TYPICAL M @ 2X6 STUD @ 24" AZEK SOFFIT,TYPICAL a t W O.C.,TYPICAL SILL SEALER, TYPICAL ASPHALT _ SOFFIT VENT,TYPICAL -p, FOAM INSULATION AT CONTINUOUS (' TYPICAL SHINGLE ROOF 5/8"GYP.DRYWALL 6 X 312 X 5116 ANGLE Yo HEAD&JAMBS,TYPICAL W 1 X4 P.T.CONT.BLOCKING,TYP. ANCHOR BOLT, WOOD TAINT,TYPICAL _ FLOOR SLAB TYPICAL Y : 1 X12 AZEK TRIM,TYPICAL ar'1�� FELLA IMPERVIA 21 17 ELEVATION SECTION 13 SMOOTH FACE BOND BEAM,TYP. /� WINDOW,TYPICAL 2 O N - Vh L zzz _ (naa FAILING TO BE SPRAY 1 WOOD TRIM,TYPICAL Q G PAINTED,COLOR AS SELECTED BY ARCHITECT P-T 43/t6" OUT ARCHFROM 0-2" 43/16- ' ! J 1 1N'SCH.40 ALUM.PIPE, /,y>A�A 'f, FELLA IMPERVIA ~N WELD AND GRIND SMOOTH _ i_ 4X4 4 WINDOW,TYPICAL •' W W Z ALLJOINTS -� w eh M Yn 3/4•SCH.40 ALUM.PIPE, .,_.,. h BLOK-NET,TYPICAL f STONE SILL,TYPICAL W Z 4-SPACEBEIWEEN ✓� '' ' -Y.-'I"`- - r- BALLUSTERS :a - CUT REINFORCING AROUND �' > a m REINFORCING AND APPLY WINDOW PAN L END STAI �� J2. �': 75/8' SEALANT,TYPICAL ✓ DAMS,TYPICAL W WITH N N BE C.I.P.CONC. t; ` ?. 24"R ;, Z U �_ WITH NON SLIP FINISH .� ^"'� 2�5 8°R ^-`4• 70° 4X 4 X 24 GROUND '''. FACE BELT COURSE, f TYPICAL 44•R ham., VOID r' 45" 6 X 4 X 16 STANDARD MASONRY 60 WC T RFILINSULATION ATION AT R INSERT ✓ :: FLOWER BOX,SEE 23/Al1 sanford associates m ✓ -rtrealad Rod 1 `� 45" (CUT INSULATION AT REINFORC- %' @ - `��\w.m m,n s wmnen 24"R 17"R @ ING ROD),TYPICAL ✓ .a-: 4 X 4 X 24 GROUND FACE 22 5° BELT COURSE,TYPICAL \� e"SPLIT FACE HI REVISIONS w $ t N SEE EEL DWGS. MASONRY,TYPICAL g KORFIL INSULATION,TYP. 7.26.11 LAG BOLT INTO WOOD DETAILS 4,S.11&15 1'-0" 1'-0" 1.q• `:372' BLOCKING r'31 TSPLIT FACE (' REVISED DUE TO REMOVAL OC Denrin CT GALVANIZED BOLT EMBEDDED MASONRY,TYPICAL OFPORTION OF BASEMENT, 5 IN MASONRY,TYPICAL FOR(2) ' DETAIL 10 DELETED,DETAIL 3'-0° 1"NOSING,TYP. 14 REVISED 3 TREADS @ 12" //� BRACKET TO BE MADE FROM OOD FRAMING TO BE PRESSURE TREATED. KORFIL INSULATION, 7 /{� 22 1 8 SOLID AZEK OR EQUAL 1 TYPICAL G ALL EXPOSED SURFACES OF THE BRACKET TO BE WRAPPED WITH 3/4"THICKAZEK N z: FREEZER/COOLER PANEL, - FREEZER/COOLER PANEL, H H TYPICAL TYPICAL STIFFENER(2)REO'D. - ,�EpEOAgp FLOWER BOX CONST- W SPDT FACE HI-R 4" 8• 4" C.I.P.CONCRETE CURB - - V SPLIT FACE 8"SPLIT FACE y K h✓, RUCED OF AZEK,TYP. MASONRY,TYPICAL MASONRY,TYPICAL MASONRY,TYPICAL ' &4y .^A W/(2)N4 HORIZONTAL FREEZER PANEL BEYOND .ri BARS CONT.BETWEEN _ KORFIL INSULATION, P^Andutn 4)FLOWEfl BOXES KORFIL INSULATION, .:o CONTROL JOINTS _ .� TYPICAL EOUIRED,ONE AT FREEZER/COOLER DOOR KORFIL INSULATION, TYPICAL C�o�,�;: a. o,-- 94 VERTICAL BARS @ 16• -_- TYPICAL PIOTCH TO DRAINS TYPICAL EACH WINDOW AT a a o- a O.C.,a"MIN.INTO SLAB V XPS AT DOOR vt o dOIdFMP`' FRONT ELEVATION REFER TO IS/A11 FOR yy�� CURB NOTES �O Q.V' C.I.P.CONCRETE - vqv� - 1•DIA.DRAINAGE HOLES BLOK-NET,TYPICAL p 6' o '0 SLAB e"INSULATION,TYPICAL THRESHOLD W/ BLOK-NET,TYPICAL BLOK-NET,TYPICAL DRAWN DKS @ 6^O.C. .o C�' Q-0 ¢., 6"INSULATION,TYPICAL HEATER WIRE (' 0°d, o POCH E DRA TOPPING, NCRETE ✓ ;. _ BLOK-FLASH CHECKED DKS TYPICAL LAB IN T L S °a' q .9 Q. / ' y SCALE t v2•=1'-0" D ,.o ,�.�, �, o. PITCH TO DRAIN 3/4" BLOK-FLASH �.. : .. .. :.. .;. - DEC.23,2009 eLOK-FLASH DATE D ., .: :: ... ... .... .. .. .... :. >:. .., .. .. .. :'..:::. ..._:",.:1 _.:'..n:` r ::::0(:�:0. ...:.0f : p.::0(:�xi::; 'D'.:. f_:.n. �::. 0.i.D:�� :: SECTION n.s t2 . 0. n... '.::=6. 1^xps,rwlcAL �:.:.. �.::..:.¢:.. >�..: :°.: �.:•;o.:: �::.:o.:- a.,:...:°:: �. .. o....- :•:+. :.:.d: .:....;d.'- -.:. .°.-: .....:.d:. a.,.., d... :.o. :d:: :.., o..:'Q. .:.a. ::¢. .d... o TITLE SCALE.1 i2'=t-0 C.I.P.CONCRETE SLAB. -:.. .. _,,, R•.,9; .:9../� 4':Q: ..,• ..o: ,:.' p;Q: ':+• Q: b' 'qo::9: ::• RD a' Cfl::g Rd_.: ;':q D U .y. o q: 4fl..Q; .;.. .. STIFFENER O o D hh D /� /� //�� //�� //�� PITCH TO DRAIN,TYPICAL o: '. af 9.':. ol D.af '.V.o'.: •,.�iY.O_ya V.6....p?:. .�o a�Vo�O;::a-.4-10� ;a:.. .�o� � V �" B MIL POLY SLIP SHE ° 9.a.' ..a:' .' 9;a: o n a :a: a0 DETAILS BY COOLER CONTR.,TYP. :o.e, o - 2"XPS,TVPICAL < o .d< !R?R' ATk °a xfa '0'. - PERT iICALIN ULATI i" <.REF�R ODETAIL I9/A77 °' a:., r :� .,Q¢d t?aet'• .a?ax•«A3.7 k hr a ..1 _ ^' fi k'FOR TVPICAL INSULATION';' FOR TYPICAL INSULATION'0".. .Q' '• 6"INSULATION BY COOLER .:.:. � a: :.•i1!. add ---------------------- - &VAPOR BARRIER NOTES:: 3VAPOR BARRIER NOTES, .o CONTRACTOR,TYPICAL .¢. q....p...:,:o_ e:S<�k ke-«..� `r fY'Q�.Q.'':: ',e.x. - d _< ° P ..$ xF4.dS•atirh ,e :h pati;a,. SHEET D _ _°.< a•_ad x>•t_aa 'ir.a-� e .�. 10 MIL VAPOR BARRIER (x Pd;>4, DAMPROOFING,TYPICAL Qo' LJ U• BY COOLER CONTR.TYP. -°csaO°.a'.o-o a .r o Qpa�;�o a1-a7'�p�aoOo:.�aj..�1O'a.' /M/P 00 I L :0 p D(/O Q °. b. D O D O D - 'D O D V O D .D'. D,...�Q,V':P;:.: .V .0'rll'.. X �] 00 O, d" ( N k k �.- k k k d'•dS O °O:D: a' O - ,O ELEVATION 2J Q° �.Qa S a k ?sue , k 1 5 d rtd k. d kd k k>« 'i�. 1 1 fl Q �+ Al 1 1 L scaLE:3/a"=1'-0^ ;d.o.'' 6:a n k «�kd'• -< a -,v« .t T<�•�•'� '�.- F� -'S!',a.'< 4 a: 6: '�.:;�`o:b'� '',: Q Qd. d.�«a-�, .ed:cw. ea-'l..d- .a;:a !F .h M°•ea.es..«�1d�1«'�•.d:'x, .::A'.�f' O Copyright Douglas Sanford Associates,Inc.2010 DOUGLAS SANFORD ASSOCIATES INC. 22 CLAY HILL DRIVE PLYMOUTH,MA 02360 PHONE&FAX:1608 747-4300 EMAILt�rtxdas9cc TILE ON THIS FACE r _7 jEDGE OF CERAMIC TILE CERAMIC TILE BASE 0" 3 1/'' ON ENTIRE PERIMETER OF TILE FLOOR C 2"R 2"R EDGE OF RESINOUS FLOOR a O NOTE: TILE ON FRONT OF COUNTER AND U 12 X 24 FIELD TILE,TYPICAL FLOOR SHALL BE DALTILE,CITY VIEW,JOINTS TO BE 10,TILE& III GROUT COLORS AS SELECTED BY 12 X 24 BORDER TIFFERENT ARCHITECT COLOR THAN FIELD CTR.TOP 71/8" PAINTED CMU COUNTER ELEVATION 1 SCALE:112"=1'-0" S ART WITH FULL WIDTH OF TILE 1 R a - W . �S fAI§ k_ SIGN BOARD BY OWNER :.: Lu ` CD 9 X 18 RANDOM LINEAR =�-�.-' 1 V4"THICK GRANITE TOP, 1" C IN ER JOINT ON DOORS Q U) TYPICAL � 2'-57l8" 71/8 -.4" i Z � QQ12 X 24 FIELD T z TLE,TYP. 4"CMU WALL,TYPICAL J - 0 3 X 12 FIELD TILE,TYP. I I[ L S-36C9T COVE BASE,TYP. I-7-='~•'+ 'J r /� COUNTER TOP,TYIP CAL - W N I, 6' CTR.TOP 7 7!8' w'z CENTERED ON TABLE 1 COUNTER ELEVATION 2 TILE ON THESE FACES W' SCALE:1/2°=,'-O" Z V (� I- [ - 1/2" sanford associates 6'-2" 6'-11 3/8" REVISIONS FRAME TO SUPPORT 2'R 0 2"PRESSURE TREATED G TOP CC RANITE TOP OPEN LEDGER ATTACHED TO OPEN OPEN OPEN OPEN SS'TABLE2 F WALL TO SUPPORT EDGE OF Y FLUSH GRANSTER ITE TOP 101-85181, 135° 2"R 4'-0" 2'-0" 7'-0 1!2" TOP TOP �aN 1"R � VOm O _ ¢ S�Es+Ppp A4ROH S.S.ACCESS DOOR 24°X 24" - g No 4504 0 S.S.FRAME TO SUPPORT MASONRY,COUNTER TOP& MA TANK ABOVE,BOTTOM SUPPORT LEG W! 4"ABOVE FLOOR,TYPICAL CTR.TOP 4 5!8" ADJ.FEET 1„R FOR(3) vn� SHELF .___ DRAWN DKS CHECKED DKS 2'PRESSURE TREATED SCALE 1/4"=1'-0" O LEDGER ATTACHEDT TO EDGE FRONT ELEVATION FRONT ELEVATION WALLTOSUPPORTEDGE DATE DEC.23,2009 OF LOBS TER TANK,TOP S.S.TABLE 1 S.S.TABLE 2 U 12'-65le" FLUSH WITH GRANITE TOP TITLE SCALE:1/2"=1'-0° SCALE:ill°=,'-0" DETAILS 0 SHEET RETAIL AREA COUNTER PLAN SCALE:1f2"=1'-0" Al 2 0 Copyright Douglas Sanford Associates,Inc.2011 DOUGLAS SANFORD ASSOCIATES INC. 22 CLAY HILL DRIVE PLYMOUTH,MA 02360 PHONE&FAX:(508 747.4300 FJVAA_ ROOM FINISH SCHEDULE FL ROOM NAME FLOOR BASE WALLS CEILING REMARKS STAIR 1 GONG. VINYL GWB.PT. GWB.PT. m ATTIC UNFINISHED NONE GWB.PT. UNFINISHED 00 OPERATIONS CARPET VINYL GWB.PT. ACT#1 LL ACCOUNTING CARPET VINYL GWB.PT. ACT#1 GWB.PT. z CLOSETI CARPET VINYL GWB.PT. ACT#1 GWB.PT. O CLOSET2 CARPET VINYL GWB.PT. ACT#1 GWB.PT. w m TOILETROOM - VINYL VINYL G .PT. - ACT#t STAIR2 GONG. VINYL GWB.PT. GWB.PT. HARDWARE SETS ALL HARDWARE TO HAVE SATIN CHROME OR SATIN S.S.FINISH STAIR 1 GONG. VINYL CMU PT. HW1 HW10 FREEZER GONG. NONE PREFINISHED PREFINISHED 1112 Pair butts-Stanley FBB19141/2"x 41/2' 1112 Pair butts-Stanley FBB19141/2"x 410 COOLER GONG. NONE PREFINISHED PREFINISHED I Passage set-Schlage,Athens ND10S 1 Locks".Schlage,Athens ND403 i Closer-LCN 4010 210c1,Plates-Ives 8400 S32D-12x34-CS CUTTING&PACKING ROOM GONG. NONE PREFINISHED PREFINISHED 2 Kick Plates-Ives 8400 S32D-12x34-CS 3 Silencers LOADING DOCK WORKING AREA GONG. NONE CMU PT. ACT#2 1 Stop-Ives FS13 HW8 3 Silencers 1 12 Pair butts-Stanley FBB191 412"x 4112' LOBSTER TANKS GONG, NONE PREFINISHED PREFINISHED 1Dummy Trim-Schlage,Athens ND170 JANITOR GONG. NONE CMU PT. ACT#2 HW2 1Exlra heavy Oury Magnetic Catchas 1 1/2 Pair butts-Stanley FBB191 411Z'x 412" 3 Silencers m MEN GONG. NONE CMU FT. ACT#2 1 Passage set-Schlage,Athens ND10S O 1 Closer-LCN 4010 HW9 O WOMEN GONG. NONE CMU PT. ACT#2 2 Kick Plates-Ives 8400 S32D-12x34-CS 1 12 Pair butts-Stanley F11%11 412"x 412' HALLWAY CONIC. NONE CMU PT. ACT#2 7 Slop-Ives WS402CVX 1 Lockset-Schlage,Athens ND10S,Tactile Warning H 3 Silencers 2 Kick Plates-Ives 8400 S32D-12x34-CS m STAIR 2 CONIC. VINYL CMU PT. 3 Silencers RETAILAREA RESINOUS/TILE EPDXY/TILE CMU PT. ACT#3 HW3 KITCHEN., RESINOUS EPDXY CMU PT. ACT#2 112 Pair butts-Stanley FBB19141/2"x412" HW1D 1 Lockset-Schlage,Athens ND80PD,Tactile Warning 1 12 Pair bugs-Stanley FBB791 41/2"x 412' OFFICE 1 GONG. VINYL CMU&GWB FT. ACT#2 1 Closer-LCN 4010 7 Lookset-Schlage,Athens ND403 OFFICE 2 CARPET VINYL CMU&GWB PT. ACT#2 i Stop-Ives WS402CVX 2 Kick Plates-Ives 8400 S32D-12X34-CS 3 Silencers 3 SilencersHW11 CLOSET 1 CARPET VINYL GWB PT. ACT#2 4 Pair butts-Stanley F88199 412"x 412"NRP,US320 CLOSET2 CARPET VINYL CMU&GWB PT. ACT#2 HW4 NOT USED 1 Pair Flush Bolts-Ives FB258N 1 Dust Proof Strike-Ives DPI FUTURE LIFT GONG. NONE HW5 1 Deadbolt_Schlage B860P 1 12 Pair butts-Stanley F88199 412"x 412"NRP,US320 2 Push/Pull-Ives 9103EZ30-0-US32D-NS 1 Lockset-Schlage,Athens ND, 2 Pull Plate-Ives 8303-O-US32D-4x16 STAIR 1 CONC. VINYL GONG.&CMU PT 1 DeadbolL Schlage B860P 2 Closer-LCN 4010 BASEMENT CONC. NONE GONG.&CMU PT. GONG.PT. 1 Closer-LCN 4010 1 Full perimeter weatherstripping including between doors 1 Full perimeter wealherstnpping 2 Botom sweep LOBSTER WATER TANK ROOM CONIC. NONE - GONG.&CMU PT GONG.PT. 1 Bottom sweep 1 Threshold 2 STAIR 2 GONG. VINYL GONG.&CMU PT.1 7 Threshold HW12 '^ y ELECTRIC ROOM GONG. NONE GONG.&CMU PT. GONG-PT. HW6 1 12 Pair butts-Stanley FBB191 412"x 412" ¢ 1 Padlock to fit Roll-up Door 1 Lockset-Schlage,Athens ND SOP O �y� m SPRINKLER ROOM GONG. NONE ONG.&CMU PT. CONC.FT. 1 Stop-Ives FS13 •.. HW7 3 Silencers 1 12 Pair butts-Stanley FB8191 4112"x 4 10 ' 1 Lockset-Schlage,Alhens ND50PD HW13 1 Stop-Ives W6402CCV 3 Pair butts-Stanley FBB191 412"x 412" ■ il.l 3 Silencers 2 Dummy Trim-Schlage,Athens N0170 J 2 Extra heavy Dury Magnetic Catches -. -_-'- HW8 2Silencers .....��"_ 112 Pair butts-Stanley FBB191412x412" �.. 1 Dummy Trim-Schlas.,Athens ND170 HWI4 NOT USED O cid F 1 Extra heavy Duty Magnetic Catches U) / 3 Silencers LL HW9 Z 1 12 Pair butts-Stanley FBB191 41/2"x 4 12^ DOOR AND BORROWED LIGHT SCHEDULE Lockset-Schlage,Athens NDtOS,Tactile Warning Z Q Q 2 Kick Plates-ties 8400 S32D42x34-0S Q C C 3 Silencers G G DOOR FRAME J /I— DOORNO. SIZE MAT. TYPE MAT. TYPE RATING HDWR. REMARKS = W to N 1 NOT USED _ �Q 2 5'-8" 7'x -6" D3 NONE 9 DOOR BY OWNER'S COOLER CONTR. 3 3'-0"x 7'-0"x 1 3/4" HM D7 HM F1 1 HR. 2 to 4 T-O"x T-O"x 13/4" HM D2 HM F1 3 ill 5 3'•0"x T-0"x 13/4" HM D2 1, HM F1 3 Z U ROLL-UP DOOR MODE LB OVER. NOT USED _ HEAD DOOR BRACKET 7 3'-0"x 8'-O'x 13/4" HM D2 HM F1 5 6 3'-0'x 6-WX 13/4" HM Of HM F1 1HR. 1 6° 6 9 &-O"x 6'-4" HM D4&D5 SEE DET. 6 ROLL-UP DOOR W1 STRIP CURTAIN 10 NOT USED _ sarkrd associates 11 8'-0"x B•4" HM D4&D5 SEE DEf. 6 ROLL-UP DOOR W/STRIP CURTAIN tv OORDINAT SIZE 00 0 ,. T IP OOR BY OF STRIP DOOR 12 3'•0"x8'-0'x13/4" HM D2 HM F1 6 OWNER'S WITH ROLL-UP DOOR 13 NOT USED - COO CONTRACTOR I ELIASON LOUVERS REVISIONS 14 T-O"x 6'-8'x 1 314" HM D2 MHM F1 7 CONTRACTOR SCP-4 _ 7.2611 15 BORROWED LITE FUTURE LIFT REMOVED P21 3'-O"x 6'-W x 130 COMPOSITE D2 Ft 7' SEE NOTE BELOW _ _ FROM ROOM FINISH SCHEDULE,DOORS 16.1 3'-0"x6'-8'x 130 COMPOSITE D2 F7 - - e' SEE NOTE BELOW 1Q DI E 32 AND 34 T-O"x 6'-8'x 131W COMPOSITE D2 F1 W SEE NOTE BELOW D1 D2 D3 D4 D5 D6 D7 D8 D9 DELDETED FROMRDOOR 37 T-0"x 8'-8"x 13/4" HM D2 F1 9 SCHEDULE NOT USED T-0"x8-8'x13/4" HM D2 HM F7 10 DOOR TYPES T-0"x6'-W x 1314" HM D2 HM F7 10 3'-0"x V-8'x 1 3/4" HM Of HM F7 1 HR. 2 24 3'-0"x V-0'x 1 3/4" HM D2 HM F1 5 W 25 PR T-O".6-8'x 13/4' D6 HM F3 ALL HARDWARE BY DOOR MANUF 2", 6'-0" 2" ,9��PEO4Rpy 26 NOT USED eJ 27 PR T-O'x 6-0"x 13/4* HM D8 HM F5 11 Z' 3`17 2" c.I 8'-O" 2" 2" 3'-0" 2" 2" 5-0 2 2' 3-6' 2" No45 28 3'-0"x 6'-8'x 13/4" HM Of HM FS 1 HR. 1 a Po 4504 29 V-0"x Vox 13/8" COMPOSITE D2 WOOD F6 12' SEE NOTE BELOW 4 30 NOT USED I 1{! 1{1 31 T-W x 616'x 130 COMPOSITE D2 WOOD F6 12' SEE NOTE BELOW m b ewe 32 PR 2'-W x 6-9"x 1 3W COMPOSITE D9 WOOD F7 13' SEE NOTE BELOW ¢ Z0 NO RABBET _ DRAWN DKS 33 T-6"x6'-rx13/4" HM D2 HM F9 7 > ON FRAME,TYP. CHECKED DKS 34 V-0"xV-e'x130 COMPOSITE D2 WOOD Fe 10' SEE NOTE BELOW STEEL SCALE 1/4'=i'-0' REINFORCING '`qv 35 V-0"x&-6'x 1 314" HM D7 HM FS 1 HR. 2 NOT USED TYPICAL NOT USED NOT USED DATE MARCH 31,2011 36 NOTUSED TITLE 37 NOT USED F1 F2 F3 F4 F5 F6 F7 F8 F9 SCHEDULES& FRAME TYPES DETAILS DOORS 130 THICK REQUIRE 2 OPTIONAL DOOR LEVER SPACERS PER DOOR,SCHLAGE XN12-012.DOORS SHALL BE SOLID CORE MOLDED FLUSH SHEET HARDBOARD WITH PRIMED FINISH,FRAMER SHALL BE WOOD DOUBLE RABBET NO FINGER JOINTS. Al 3 ©Copyrigtn Douglas Sanford Associates,Inc.2011 DOUGLAS SANFORD ASSOCIATES INC. 22 CLAY HILL DflIVE PLYMOUTH,MA O2360 PHONE&FAX:(504300 EMA� ret ;- STAIR 2 FI FCTRI(:ROOM UP IIN�GAVATEO ------ _ co _ _ _ _ _ Lu W I _V LL ------ I BASEMENT IORCT RWATER TANK ROOM z c/) a. 1° JaLz U N o = z � zVc= santcrd asscciates ps As A� REVISIONS 7.26.11 REVISED FOR REDUCED SIZE OF BASEMENT i�EF�$�KANOyT SRRINKI ER.... E $NO 4M4 g DRAWN D. CHECKED DKS SCALE 1/4^=1'-0^ DATE MARCH 31,2011 TITLE BASEMENT CEILING PLAN SHEET F G G H H A14 6 Copyright Douglas Sanford g A C D E F G H J L Associates,Inc.2011 DOUGLAS SANFORD ASSOCIATES INC. 22 CLAY HILL DRIVE PLYMOUTH,MA D2360 ^I POLE 8 FAX:(508 747-4300 EMAI 1'-6"1'-6' 16'-0" Y DN_�__._�_ STAIR UP 1KQ7dEN 1:=G-& 1 OBSTER TANKS PACKIN-ROOM _ _ Y FRF 7FR IARGF CGnI FR - RFTAII , F L L-1 MEN LU STAIR 1 - cn ____ ____ _ LU ---- ❑ ❑ " _ ____ __ _ L - :: , .. :..::: ... .... .. .. :: - - z ❑ F ¢ Zo °=° GW.Wz - -` - - w a zU �_ I OAOING PLATFORM RMAt r COOLER sanford associates 1 ��6W QUAD FLUORESCENT 2 Ae A6 A7 �........ 1 LAMPS OR SIMILAR FIXTURE LIGHTOLIER 1128T11102T26 W! REVISIONS 226W QUAD FLUORESCENT LAMPS OR SIMILAR FIXTURE - KITCHEN OFFICE 2 V� A�ty�a o --------- Oil-I- - ------- A9 <3b b1A w. DRAWN DKS CHECKED DKS SCALE I4'=1'-D" DATE MARCH 31,2011 TITLE FIRST FLOOR CEILING PLAN SHEET F G G H H Al 5 P Copyright Douglas Sanford Associates,Inc.2011 DOUGLAS SANFORD ASSOCIATES INC. 22 CLAY HILL DRIVE PLYMOUTH,MA 02360 Par .�(508 747-4300 --------------------------------- . ...................... ......................... .. .............................. ............. ............................................................................ ........ -:-.SLOPED DRYWALL!-:-,� CEILING 'lox OUT CEILING FRAMING AS REQ'D FOR ACCESS TO WALLLOUVER a L PEID ALL.• . -------- ------ ------- -------- -------- ------ CEILING r DOWN 'LOPED W. 0 SLOPED -s. ............. .......... CEILING z t 12 ..... ..... L DR 0 0 LUNG TYPICAL SHOWER QPERATI SISACCDIINUNG 00 ....... ............... ........... .......... X ................ ........... .......... .......... ........... ............. .......... ---------------------- I------ ---------- ------------------ ON SLOPE uj CLG c/) Q(5 Lu 3: z AMC 0 Q O� Lu Z. tD OWNLL z co L ina.LLj uj z .................. ........ ....................................................................................................................................................... ....... ------- ----------------------- Lu cm>- DN DOWN z C.) CD m: SLOPE SLOPED CLO CEILING HEIGHTALONG SCIPtOd CISSCIELACS THIS WALL 3'-8",/- REVISIONS 726.11 LOWERED ATTIC CEILING REMOVED BOX CUT CEILING FRAMING AS REQ'D R FOR DUCT K CONNECTI. 4SU WALL LOUVER E ABOVE A 'h, ...................... ................. DRAWN OKS CHECKED DKS SCALE 114"=1'-cl' DATE MARCH 31,2011 TITLE SECOND FLOOR CEILING PLAN SHEET A16 j I J ©CopyrlghI Douglas Sanford Assodates.Inc.2011 GENERAL NOTES CONCRETE CONT. PRECAST CONCRETE VOIDED PLANKS CONT. MASONRY MISCELLANEOUS METALS CONT. CAULKING AND DAMPROOFING INSULATION 1.The gen Vp.ro istons of the Contract apply to al work D.Form ties to be encased in concrete shall be so made 3-The consulting llrm shall Inspect the precast lant prior to 1.The general provisions of the Contract,including General c.ASTM-153•Specllimtons for Zlnc Coating(Hot-Dip) 1.The geneal provisions of the Contract inciutlin General 1 DOUGLAS SANFORD hereto s tied. v that after ilia removal of the roWdin p 9 .The General Provisions of the Contract,inducting the pact p g part of[he tie,there producton and issue a report,certified by a qualified and Sup-elementary Conditions and General Requirements on Iron and Steal Hardware(Weight of coating to be not and Sup-elementary Conditons and General Requirements, General Conditions apply to the work specified in this ASSOCIATES INC. 2.Perform all work in conformance with the State shall be rq metal nearer than one inch(1")to the face of the Registered Professional Engineer in the state in which the pply to the work s,eafied in this section. less than 1.25 oz.per sq.R) apdY to the work specified in this section. section. 22 CLAY HILL DRIVE Department of Public Safety"State Building Code",and all concrete,except where Ilia face will he permanenly point Is located,verifying that materials,methods,products, 2.Furnish labor,materials,equipment and services tl.1VOTF.All items to he galvanized shall be galvanized 2 Wmsh tabor,materlas,equipmeht and sere, 2.Fumish labor mate i PLYMOUTH MA 23 r as aril equipment necessary for 0 i30 applicable reference standards I using The Architectural covered vnth earth.Form be openings exposed to view, and quality control meet all the requirements of Ne necessary for properand complete Installation of masonry, after fabrication.All galvanizing steel shall be dipped trio necessary br proper and complete lnstailallon of ro er and com lete insisten on of wail floor andr of PHONE&FAX:((SOB))747-4300 Barriers Board Rules and Regulations'. weather or hydrostatic pressure shall utilize the cone specifications,drawings,and MNL-116.If the report Kprfil insulation and related accessories as shown on the 0.2 percent chromic aatl solution. water roofing,dam oofin and caulkin es shown on the insulation;and installation of va or barrier. o EM41titi @v.i®rut" 3.In order to facilitate coordination and integraion of washer type tle,such as,'Tyscm"as manufactured by indicates to the contrary,no protlucton shall occur until the Drawings and herein specified. 6.Quallry Assurance: drawing9s and as herein specified.Caulking of all items pf 3.Fiberglass Wall and Roof Insulation:Thickness and'R' various components,he Contadorshall preparea'Plan of Rich-mood Screw Anchor Ce.,or equal. plaMisda...cempliant with the above requirements. 3.Work tobepertormed shall include,but notbelimited to aJll ho[dipgalvanized material shall be mart<etl witha tlissimllarmaterial adjacent to bulldirg con-structon such es value ass echied on the drawin s.Provide Il in Operations and Progress Schedule"which shall show E.Welded Wire Mesh shall conform ki ASTM A185. a.Design calculations prepared or sup=d end sealed the following,All concrete masonry uniffi,factory installed stamp indicating the appropriate ASTM Designation and the between wpod and brick,arourW door and window lrames p 9 a auWton preasely the mannenn which work will bestaned and F.Vapor Barrier shall be6mq Olin PolyelhNerce as bye professional Enggineer registered in the project sate, Korti,I insulation,thru-wall flashing,mnfrol Joints,including number of ounces per squarefoo[of zinc coating,simllarto hollow metal frames andd all thresholds vents e r unfacetl unless otherwise noted.Cut and fit insulation executed,the inte%relallonship of the work under the manufactured by Olin Mathieson Chemical Corp or equal. load tables shall not be allowed. fillers,occurring in masonry,cuttin and alchin of new the Duncan stem rYw• Me Ior material around pipes,concurs,and oullet boxes as 9 P g p. and interior sides.Provide backup fillers as required for necessary and fit ail ends snugly to malntaln the integrity of various mntracs,times upon which tligerent phases of the G.Provide all necessary accessories to hob reinforcing b.Mill Test Certificates of prestressing steel&reinforcing masonry work,cleaning and pomting of new work of this b.Items of Work Requiring Galvanizing:Loose lintels for caulking: the InsNabon. work are to be started,and strategies ton advancing the securely is position.Minimum requirements shall be: steel when required for doseout. Division exposed to vle v and erection of sample masonry openings in exterior walls,all sleeves,hilts,nuts,and other 3.Subma samples of each pe of sealant and backu tiller 4.Va or barrier for wood home progress of the work in a timely fashwn.The Plan of htghc i ba S-6"on cellars;slab bolsters,3-8'on centers; c.Test results pf compression tests made at detensloning panels and submission of sam les,Installation of loose hardware im cen'unction with alvanized items of work,and p P exterior walls sheathed on O eretions zi M Pro ress Schedule shall be"wet had"to six i 9 proposed with manufacturers catalogs and test reports for inside with gypsum drywall shall be 6 mil polyethylene and s p g g pport bars for high chairs,no.5. and 28 days of cylinders taken from each pour,when steel angle lintels,sleeves a access panels,and buil4in all elver miscellaneous metals specifically noted on the each sealant. shall be installed with harder faring the warm(In winter) hedule each trade in yroportion to the entry project,both H.Floor Cond.,."ChemTec One"by ChemTec requested tar closeout. anchors,blocking,plates,etc.to be built into the masonry Drawings to be galvanized. 4.Colors:Manufacturer's standard best-ertormance cdor, side of the buildm Sta I va r barrier to inside face of physically and financially. International,low gloss finish,or equal approved by the d.Shop Drawings.Shop drawings showing mark number of and provided by other trades. 7.Pipe Railings except where exposed to view as indiratea by Architect. homing,lap all)olnis one from rig bay,lap wall and ceiling 4.Shop drawings and samples shall be submitted where Architect. members end location of prestressing strands,steel 4.Submit three full size units,indicating lull range o1 color a.Railings shall be rigid and able to withstand a 5.Coin atibili a Provide materials carefully selected for intersection by 6"and tape Joint with duct to e,cut barrier required by these specifcatons end where an alternate 4.Quallry consistency reinforcement,fabrication,located of o enin s,bearin and and texture variation,ton sac p p manufacturer of the item Is allowed b s ecification and the A.Concrete for buildm shall have an ultimate siren Ili of ancho p g g type of masonry unit exposed concentrated farce of 2001be.applied horizontallIyy, compatibility with each other and with substrates in each around outlets and protru5lons to fit tight. Y P 9 9 rage details,other pertinent details and erection to view.Colors to be selected by Architect ham b.Pipe rails shall be fabricated of standard weight steel pipe joint systom;conllrm with manufacturer.General 5.Vapor harrier for wood Tame exterior walls arxi roof enufacNrer specified is not being supplied.Submit 5 3000 pounds per square inch at 28 days and shall he in layout. manufacWrers sample box Sample Panels:Prior to Schedule 40(ASTM A-53)1-1/4'diameter(1.5"O.D.) Characteristics:Provide type,grade,class,hardness and framing wthout Interior gypsum drywall shall be FSK-25 as coppes to the Architect, accordance with ACI Specifications.Concrete for exterior 4.Special care shall be taken in handdg and storing commencement of masonry work,the Masan shall consWct except where other sA are Indicated.e the drawings, amllar characteristics of material as indicated or,where not manufactured b Johns Manville or roved a ua.Instal 5.Nfiere approved equal Is indicated in these walks and equipment pads shall have an ultimate strength precast prestressed mnaete planks to avoid damage. sample panels,4 feet by6 feet,of the type masonry Exterior pipe shall be fief-dipped galvanized after fahnca6on. Inds-sated,to com I with manufacturers recommendations with barrier facto the war ' q specifications,shall mean approved by the Arch%act. of 400D pounds per uare Inch at 28 days and shall be In Planks shall be onty handled,stored,W cketl with two point specked herein,at the project site,showing color of mortar, c.All dimensions for locations of i e six sha0 he field relative to ex os h y r i 9 m(in winter)side of he building. 6.Tha Contractor shall maintain tam era water,electric, accordance wdh ACI p P Ppons p_ u es,t offs,weather conditiorts and other Staple vapor banter to inside face of framing,lap all Joints p ry peciFications.The proportions of the suppport at each end and shall not be handled in an inverted bond,jointing and agowabie texture variations of concrete measured.Drawing dimensions shall be considered factors of the pint system for best possible overall one framing bay,lap wall and ceiling intersection by 6"and roilets,heal and telephone. concrete shall produce a mixture that call work reatllly into postlwn.Positively anchored lifting inserts cast in planks masonry units.Sample panels shall remain on the site far approximate arW actual field contlNons must be ascertained performance. tape jdnt with foil laps,cut harrier around outlets and 7.Upon completion and acceptance of the Contractor's the corners and angles of the forms and around should be used for handling.Use of grapple,slings and comparison with finished work.Panels shall be removed before fabrication of handrails. 6.Sealant for the following locations shall be a two protrusions to fit tight work by the Owner,the Contractor shall provide the Owner rein-forcement An air enhaining agent shall be used in all vacuum lifting devices is prohibited. from the ate when directed by the Architect d.Cut pipe square and accurately to lengths required for component polyurethane conforming to Fed.Spec. 6.Basement wall insulation:1 12"Dow Thermax Hea with all operating manuals and product information. concrete exposed to the elemerris to produce an air content 5.Technical Requirements.Precast.prestressed,concrete 5.All materials shall be delivered to site palletized or in standards and rats.Remove burrs.Form elbow bends and 7T-S-00227E,Type II,such es Vulkem 227 by Mameco Duty Plus Insulation with Dow Interlocking Joint Closure of 4 12%Io 5 12%. planks shall conform to the latest recommendabons of the manufacturers mntaners.Masonry units shall beeprolected wall returns to smooth radius,free from buckles and twists Intemabonal,DYmad.by Tremor Mfg.Co.,Senolastc NP I I System. PROJECT CLOSEOUT B.All concrete shall be controlled concrete,mixed and ACI Standard Building Code Requirements for Reinforced against wetting prior to use.Such units shall be h e from with finished surfaces smooth.Miter intersections of by Sonnebom,or an approved equal.NOTE:Use pour 7,Install foam baffle between rafters,from eave to rid e,to 1.Documents which must be delivered to the Architect for placed under the supervision of an approved concrete Concrete(ACI 318).All products shall be produced by a soil,Ice,act frost when laid in the wall. standards and rails accurate) and weld secure).Remove g Y Y grade for hor¢omal joirtts.Colors of sealant shall be maintain minimum of 1"clear air space. Vansmisslof to the Owner at the close of he project shall er�9lneer. Precast Concrete Institute certified plant or the eternal. 6.Cold weather prrotecton:High-early-strength Portland burrs and splatter. selected by the Archtect. 8.Install all insulation In accordance with manufacturers indutle the fallowing: C.The slump of the concrete shall be Ne minimum that Is option and In strict accordance with the PCI Manual for cement(Type III) hail be used in in _tars. If Type I or II e.Welds:Thoroughly fused without undercutting or overlap. A.Expansion and control Joints in masonry walls. written instructions. A.Certificate of Substantia Completion-AIA Ooc.G704 practicable.The recommended slumps are as follows: Quality Control MNL-118. - Portland cemem is used,the protection period shall be Gflfld exposed welds smooth. B.Expansion Joints in concrete and where horizontal B.Contractors Affidavit of Payment of Debts and Claims- Slab on grade 2" a.Design Conditions.Planks shall be designed to span the ncreased from 24 hours to 48 hours. Mortar temperatures f.Salting standards in sleeves:Clean dust and foreign concrete surfaces abut vertical surfaces. DOORS AND FRAMES AIA Doe G706 Footrgs 3" clear span shown on he drawings carrying design loads as shall be kept less than 120°F to avdd flash set.Alr matter from sleeves.Moisten inferior of hole and C,Perimeters of windows,doors and other openings 1.The general provisions of the Contract,Indutling General C.Contactors Affidavit of Release of Liens-AIA Doe Reinforced Walls 4" follows unless otherwise shown pn drawings: Temperature 40°F to 32°F:Sand or mixing water shaq be surrounding surface with clean water.Mix fast setting occurring to exterior walls,including Interior perimeterJoins and Sup-eplementary Conditions and General Requirements, G706A Grade Beams 4" Loads: heated to minimum o170°F and maximum of 160"F.Air cemem with water and stir untl a smooth,creamy of exterior opening where indicated. apply to Ilia work specfied in this section. D.Maimenarice and Operating Manuals as stipulated in 5.Tasting Self Load:Per Manufacturer Temperatures 32°F and below:Masonry units shall riot be consistency is produced.Pour mixture Into annular space D.Ail other exterior joints noted N receive•'sealanY or to be 2.Provide all materials and perform.1i work required es the various technical sectors of the specifimtons(as A.Slump Tests,Air Tests and fahrication of cylinders shall Topping Load:Per Drawing laid unless temporary heat is available.TenftS sh ll et until it overflows the hole.tape off excess,leaving a "caulked"which are not otherwise specified. follows:Exterior roll-up doors,Interior solid core wood flush hereinafter specified). he carried-out in the field,by a qualified testing company it Superimposed Dead Load:Per drawings units when laid shall not be less than 32°F.Sand or mixing build-up of approximately 1/6 inch. 7.Interior seasnC Acrylic-Emulsion:Emul"omrype doors fee rated and non-tire rated,interior and exeror E.Ail manufacturer's standard guarantees Ior materials equested by Archi-fed. Live Load:250 psi Loading Dock Working Area,Cutting& water shall be heated to minimum of 70°F and maximum of g.set standards plumb and aligned.Set rails horizontal or polymer of acrylic or acrylic-and-latex,permanently Ilexibie, hollow metal doors lire rated and non-fire rated,factory Incorporated in the work B.All tests shall he made at expense of the Owner.The Packing Room,end Lobster tank room;sit other areas 100 160°F.W rid breaks shall be employed when wind is In parallel N rake of steps.Support wall rails on brackets, non-staining,ran-bleeding. ftlinq of all doors to metal frames and factory preperetion if F.General Contactor's One-Year Guarantee. Contractor shall coominate to the extent of allowing hest p", excess of 15 mph. spaced not more than 6 feat on centers.Height of handrails 8.Back up filler.White,or Gray non-absorbent closed cell requited for hardware is included in this Section. 2.Prior to the time of turning over this Contract to the access to the work for the selection of samples. Lobster tanks:See Drawings 7.Project Requirements:Mean daily air temperature above shall be as indicated on the drawings foam polyethylene.Density 1.8 to 2.21b.per cubic toot 3.Submk door manufacturers product data,speclacatipns Owner for Use 8 Occupancy or substantial completion,the 6.Installation b.Under the design live load,the mid-span deflection shall 32°F:Masonry shall be completely covered for 24 hours. 8.Steal Stairs Ca Ile nil.Resilian 30%to 35,rebound.Tensile and installation instuctions for each P� rY, cY, type of door and name General Contractor shall secure and deliver tothe Owner a A.Concrete shall be kept moist at least 5 days after not exceed one-two hundred joint of the span length. Mean deity air temperature32F and be low:Masonry units a.Steel stairs shall be designed for the following minimum strength,20to391bs.per sq.in.Selects size that will required.Shop drawings shall be submitted for review which complete file containing approved operating act placement. Strength of precast units shall be checked Sall openings shall not be lad unless temporary heat is provided.Cover loads: cause a minimum of 30%mmpres"on.Example,1,,Int is Indicate elevations, au es of metal,hardware aintenance manuals,shop drawings,and other data as B.Vibrators snail be used to maintain consolidation. and pene[ratore. top of walls with non staining waterproof coverings at end of 1.Tread and piattortn live load 1001bs.per sq.ff. la select 3/e"backing.Jdnt backing shall be'Tremor reinforcement,marks gs quanbtes and complete follows: Segregation of materials in the mixture is to be prevented as c.Top surface pf plank shall be rake finished transversely each day or shutdown.Cover panlally completed walls with 2.Platform dead load:45 lbs.per sq.tt. Joint Backing"by Tremm,"Ethafoam SB°by Dow, anchorage details,supplemented by suitable schedules A.Operating manuals and operattg instructions for the we I as the collection of excess free water on the surface. wit amplitudes of one quarter inch minimum above and non staining waterprpof membrane when work is not in 3.Tread dead bad:35 lbs.per er fL "Minkel"b C various s stems. C.Ade uate y PR w approved equal. coverin doors and frames.Include an y Y q equipment shall be provided for healing below the plane to assu a long term composite action,where progress.Provide minimum 2 fL overhang d protective 4.Concentrated load at midspan of treads:30016s. 9.Masonry primer.•P-53"by Pecora Chemical Cory., be req ued to show compliance with specifedtlrequaements. 0.Catalog data sheets far each item of equipment actually concrete materi- sand protecting concrete during freezing a toppir5 is specified. covering on each side of wall,securely anchored. b.Provide all supporting steel shapes and connections "Hornfiex-1C Primer," by Grace Construction Materials,or 4.Solid core(lush wood doors shall be wood articleboard installed including rating data and parts lists. and near freezing tam-peratures.All reinforcement,forms, d.Plank core ends should be filled send for 16'with 8.Pertortn masonry work in accordance with ANSI A41.1 whether or not these are shown on the Drawings.Staus shall "No.211 Primer'by Presstite Product.Primers shall be core with birch veneer min 1 In with NWMAt.5.1-80 C.Catalog sheets,maintenance manuals,and approved fillers,andground with which the concrete Istominein non-shrink grout or be cast solid and the Mas-sachusetts State Building Cotle. be of welded constructlon using channel stingers and Irpm manufacturer of caulk trig.Use of primer as well as series andhardwoodlcompY g shop drawings of all equipment controls and faNres wdh aq contact shall be ireefrom snow and ice.All concrete placed e.Openings l0'x10"or larger should be cut or fabricated 9.Concrete Masonry Units shall mnfermto ASTM C90-75 framing members with fastenings concealed and flush with mixin and applicationaut be ldstrictaccordance with 5.Exterior metal doors shall be 747 Series as manufactu g ed etas s c early indicated, in forms shall have a temperature of 50 degrees F.or at manufacturing.The eerlmeter of the opening should have (Moisture ConWlled Units)Type N-1 far Hallow adjacent surfaces.All work shall be set to established lines manufacturer's recommendation. by Curries or approved equal.Doors are fo be D.Names,addresses and telephone numbers of repair higher after placement Adequate means shall be provided the core fitted with non-shook grout and ilia comers Load-Bearing Concrete Masonry Units,and ASTM 145-75 and elevations and rigidly fastened in place with suitable 10.Damproofm:Fi-ri trowel dam roofin shall conform anuf and service min antes Ior each of the ma or s tams for mainteinin this tam nature for three da 9 P 9 m actured of the finest quality 16 galvannealed steel. p 1 Ys g pe ys.The reinforced or cast solid and reinforced.No coring of openings (Moisture Controlled Units)Type N-1 for Solid Load-Bearing attachments to the constructlon of the building. to Federal Specilicado SS-C-153,Type 1. Size of doors as indicated on Drawings.Doors shall be r 'nstalled under the Contact. protection provided for proper curingg shall remain intact at shall be allowed wihout the permission of the manufacturer, Concrete Masonry Units,and Ilia following additional c.Steel,filler metal for welding,shop paint,cleaning and 11.Install.1I cauflung and tlamprooT according to reinforced,stiffened,insulated,and sound deadened with v/ 3.At compiucin of construction and Just prior to acceptance leasttwenty-four hours attar artitidal heating in d acceptable to the engineer. regwremenffi: fasteners shall be as here-in before specified.Unless manufacturer's written recommendabons. continuous 20 gauge vertlmi steal stiffeners spaced no[ or occupancy,do the following Geanmg: discontinued.The use pt salts or other atlmatures l0 1.When planks are used over water or humid environment a.All concrete blocks shall be type as indicated on the otherwise Indicated by code,steelpan-type treads and risers more than 6"apart.The at ener ends shall be welded A.Remove grease,dust,dirt,Gains,labels,fingerprints, prevent Ireezing is not allowed unless approved by the voids should be Illled with EPS Foam Insulation. drawings,and manufactured by Foster-Southeastern,Inc or shall be fabricated of 14 gauge sheet steel. MEMBRANE ROOFING AND FLASHING together at the top end hottom ends.All spaces between and other foreign materials,tom interior and exterior Architect.In cold weather Remmmendetl Practice for Cold g.Itlentfication.Each plank shall be listed in Ma schedule approved equal.Number of colors as Indicated on the 1.The general provisions of the Contract,including General stiffeners shall be Insulated with.75 pound density L� surfaces. Weather Concreting(ACI 306)shall be followed- shown on the menufacNrers erection plan and placed Drawings,color to be selected by Architect.Fire rated units ROUGH CARPENTRY and Sup-elementary Conditions and General Requrements, fiberglass insulation.Both the lock and hinge edge of each r a Repair,patch and touch-up marred surfaces to match D.In hot weather,suitahle precautions shalt be taken to legibly on each plank at lime of manufacture.Each plank shall have the required minimum equivalent thickness and 1.The General Provisions of the Contract,including the apply to ire work specified in this section. door shall be welded filled and round sine th seaMess O W adjacent finishes, avoid drying the concrete prior ki finishing operatipns, shall a provided with anchorage es detailed,per 1.O4.A required hourly rating for each type of masonry unit.Units General Conditions apply to the work specified in this section. 2.Furnish labor,materials,equipment and services the lull het fit of the door 747N9The lock atl a shall be ) C.Replace air handling equipment filters if units were Concrete deposited In hot weather shall not have a placing above. shall be free of chi s,cracks or other imperfectons.All 2 Install all rough carpentry work including but rrot limited ki necessary for proper and coin late installation of reinforced NII het fit a 14 au a continuow one ace _J o erated during consWoil. tempereNre that will cause dlBlculry from loss of slump, h.Dimensional Tolerances.The size of the members shall units shall be chased from a sin le manufacturer. floor hamin with I p g g g W p par g g p ywood suWlpor,wall framing with undedayment membrane roofing,flashing,and related work channel z extutled temPlating.Tha hinge edge shall be I. D.Clean ducts,blowers,and coils if mechanical units were flash set,or cold Ems.Concrete temperature shall be less be as shown on the drawings and as spedfied wit b.All exterior units shall be manufactured with integral sheathing,roof frammg with sheathing,interior antions and as shown on drawin s and s eafied herein. F 9 P reinforced NII height by a 12 gauge continuous one piece L opperated without filters during construction. than 90 degrees unless highertempare" is allowed by crass-section dimensional tolerances notto exceed plus or "Dry-Block"waterproofing as manufactured try W.R.Grace ceiling framing with strapping,exterior doors,windows, 3.Guarantee:The Rooting and Flashing Subcontractor channel,formed and top.d for hid es.To and bottom of r E.Maintain Gearing until the huilding,or portion thereof,is the Architect.In hot weather Recommended Practice for minus three-eighth Inch,overall length plus or minus &Co. blocking,hailers,grounds,fire stopping,elc.fora complete hereby guarantees that roofing and slashing will be free from the door shall be dosed m'th 16 gauge channels.Doors O ''n^ accepted by the Owner. Hot Weather Concreting(ACI 605)shall be followed. ens-half inch.The project may allow larger tolerances,If 10.time cement mortar for all masonry walls shall he Installation. defective materials and workmanship for a period of five shall have beveled 1/8"in 2"lock edge and square hinge v! E.Reinforcement shall a accurately placed armrding N shucturaI.acceptable prepared in accordance wish ASTM standard C270 for 3.Perform all cutting and naming as shown or required for years after the date of Substantial Completion.Upon edge.Dpors shall be thoroughly cleaned and receive an ton DEM170LITION the plans and adequately secured in position by concrete, 6.Materials Type'S°mixed in the folio 9 proportions by volume: the proper installation and fitting of he work for other trades. notfcation of an such defects wihin said uarantee Z 1.The General Provisions of the Contract.including the metal,or other approved chairs, Y 9 phosphate ireatrnent prior to receiving one coat of prime spacers,or ties.The a.Concrete shall be normal weight el.h PSI at l 8 days.b. 1 Part Penland Cement 4.Instep hlocking and plywood panels as required far electric period,the Roofing and Flastxng Subcontractor shall make paint.Minimum hardware reinforcement shall consist of the //� General Conditions apply to the work specified in this thickness of concrete over the rein-forcemant shall be as Prestressing Steel.Prestressing steel shall be high tensile 12 Part Hydrated Lime devices and controls. all necessary repairs and replacements at no coo or following:Closers-Ovemead Holders-Rim Panics,of Z V Q Q section. follows: strength,seven wire stand conforming to ASTM A416, i 12 Parts Band th Materials of rough carpentry,unless otherwise rated in expense to the Owner. gauge channels;Butts and Locks as previously specified CC ec 2 Perform all work necessary for demolition and removal of 1.Unformed surfaces In contact with ground or exposed to Grade 270 LOYax Provide integral water repeilent'Mortar Admixture"at the the drawings,shall conform to the following: 4.Single Pty Roofing System Wartanty:Upon completion of herein.Floor Closers and Pivots-7 gauge x template G G the building as required to accommodate me new the weather 3". c.Cement.PONand cement shall conform to ASTM ate sped-,,ad by W.R.Grace&Co.The use of anti-heeze A.Structural floor framing and wall headers:No.Y and 2 the fooling system work,the roofing materials manufacturer requirements. 0 consWcl.an as indicated on the plans. 2.Bottom surfacesof slabs on grade 3". Specificatlon G150,Typa Ill. liquids,calcium chloride,or other add mixturestolower the constructor grade Sproce-pine-fir,and Trus Joist as ShallNmish the Owner awarranry insuringawatertI Id roof 6.Interior metal doors shall be 707 Series as manufactured �_ 3.Perform all work in conformance with the state of 3.Formed surfaces in contact with ground or exposed to s Aggregate.Aggregate shall he normal weight aggregate, freezing point of the mortar is sticity prohibited.Mortar milt Q.n"the drawings. fora period of l5 years.The warranty shall cover all repairs b Curries era rovede ual.Basement and First floor Massachusetts department of public safety"State eullding the weamar: sand&stone. Color shall match the existing bclding. B.Studs:No.1 and 2 censtruction gads Spmce-pine-fir. necessary over the fifteen year period up to the original cost doors are o a proved equal.of the finest d Fi 16 r e ,,1 N Code",and all applicable local regulations. a.Bars#6 through#18-2` e.Reinfordng Steel.Mild Steel Reinforcing shall conform to 11.Provide masonry control pints by Dur-O-Wall Co.as C,Wall sheathing shall be ZIPS tam Wall Sheathin, of the original roofing contact. q ry g g = W 4.Conduct tlemolitlon operations and removal of debris to b.Bars#5 and smaller-1 12" ASTM A615. called for on the Drawin s. 7116"with to g galvannealed steel.Second floor doors are to be M W Z Insure minimum intarterence with atl scent ro erties. 4.Formed surfaces not ex 9 pe as manufacMed y Huber F�rgineeretl 5.Submit complete shop drawings to Include metal manufactured of the finest quality 16 gauge cold rolled W 1 p p posed to weather or in contact f.Admixture.Admixtures containing calcium chloride shall 12.Provide thin wall fleshing as called for on the Drawings. Woods. isshings,and other provisions necessary for thermal stretcher leveled Steel.Size of doors as Indicated on Z 5.Ensure safe passage of persons around area of with ground: not be used.Other admixtures per mix des)Bn. Flashing shall be Blok-Flash single wythe block wall D.Roof sheathing shall be ZIP System Roof Sheathing,5/8" expansion and mnlracbon.Shop drawings for sheet Drawin s.Doors shell b.reinforced stiffened insulated demolition.Conduct operations to prevent injury to Owner a.#71 bars or smaller-3/4` g,Bearing Slips.Bearing Slips shaq be high density drainage system.Install CMU cell flashing pans with builHn tongue and groove profile with tape as manufactured by membrane roofing shall be approved by the rooting and sound deadened with a solid i ere foam board � Q and Tenants and their property,and Politons of the building b.Bars larger than#11-1 72" platee,1/8 inch thick unless otherwise iwted. adjoining bridge made from recycled polypropylene with Huber Engineered Woods. manufacturer and shall mdude the following:Outline of the ermanenll � Q to remain. c.Beams act columns-1 12' 7,Fabrication chemald stabilizers taht prevent UV tle9gratlatron.Flashing E.Plywood opt exposed to view or weather:GD plugged roof and roof size,Location and ry of penetations, P Y bonded to the inside of each face skin.The W 0. 6,Use suitable methods to limit dust and dirt rising and 5.In all cases not less than the diameter of bars.Maximum a.The minimum compressive strength of the concrete used pans have a sloped design to direct molslurefo the int rat exterior fir 314"ton ue8 move for floors.All lock and hinge edge of each door shall be welded witha 1 N T 5 9 9 DNwootl Perimeter,roof penehatons,location of special details. centered hairline seam the full height of the door.The lock Z U (p= scattering in the air.Comp)y wdh governing regulations deviation from these requirements shall be:l/4"for sections for planks shallbe 5000 pa at 28 days and 3000 psi a[ weep spout.Designed to be built into mortar bed joins to subtloor shallbeglued.AdvanTech panels may he used In Manufacturer's product lisiature and color samples for atl eshall be reiMorced full het fit a14 auge pertaining to environmental pmtecton. 10Inches thick or less,add 12"br sedlons over 10 inches release,or per calculation whichever is higher. psi test expel moisture to the exterior of CMU walls.Drainage Ilea of plywood subfloor. fasting. continuous one piece channel x exruuded templatl .The 7.UNess otherwise noted,remove Irom the site debris, thick, cmyi�ndws shall betaken for each pow.Concrete Mattes and Bug Guards Included. F.Sill sealer:roll type 6"x 1"x 50%compressible with 6-Membrane shall be.060'hick EP.D,M.(Ethylene hide ed a shall be reinforced full het ht b a 14 a e rubbish,and other materials resulting Irom the demolition F.All reinforcement shall be inspected and approved by the pressive strength al_release shall be detertnmad from 13.Wall Reinforcement:Wall reinforcement shall be"l.adur polyethylene face. Propylene Dien Monomer mmPoundetl elastomer,on a g. g g y g g operations.Materials shall be dis osed of in accordance architect or his des'date before concrete is laced. two com ression test c alders cured under omits, T e°,as manufactured b Dur-O-Wall,or a roved continuous one piece channel,loomed and tapped far P P g P P YI YP Y pp equal. G.Exterior fasteners exposed to weather to be hot dipped mechanical)yy-fastened rig tl Insulation,as manufactured by hinges.Top and bottom of the door shall be closed mth 18 w h governing regulations. G.Where continuous bars are called for,they shall be run conditions as he planks in accordance with requiremens of Reinorcement shall be manufactured from cold drawn steel galvanized.Fasteners used with pressure treasd lumber Carlisle SynTec Inc.,Sure-Seal,Design°A"Adhered e.The electrical cordradpr shall make the space"SAFE"for continuously around comers and lapped at necessary ASTM C31 and C39,Design wimplessve strength shell be wire conforming to ASTM A-82,and shall consist of two No. shall be com stable the specific lumber bein used. Roofin tam or a rev gauge channels.Doors shall have beveled 1/8"in 2"lock demolition of existing electrical wiring and devices. splices,or hooked at dis-contnuous ends.Laps shall be 30 tested at 28 days with the remaining cylinders cured under 9gauge deformed side rods with butt weld connected No.9 H.Ail wood w=.1h with concrete ore g g PP ed equal.Install membrane in edge and square hinge edge.Doors shall be ttwroughty 9.All electrical devices and wiring not reused shall be bar diameters except where noted on drawings.Bar laps laboratory mndibons. eu a cross rods s aced 15"o-c..Out-to-out xposed to the exact accordance with menufacNrers directions so that,at cleaned and receive an Iron phosphate treatment,nor to sai)fal assCCiates Oismnneded by the electrical contractor. may be offset to avail contrd or con-sWction jams. b.All reintoran strands for g. g p sparing of weather shall be pressure treated. conclusion of job,manufacWrer will issue a 15 year Goltl receMng one coat of prime Dalnt.Minimum hardware g precast planks shall have a ode rods shall be approximately 2'less the nominal I.Subfloor Adhesive:Sta-Stuck SS400 mn"ruction Seal Total System Warranty.Walkway Rolls shall provide reinforcement shall conact of the followin Closers- 10.Scheduling of the tlemogtion operators shill be as H.Unless otherwise noted,provide at all four sides of an minimum of 1"concrete cover. thickness of he wall.peter to Drawing S-7 for additional adhesive as manufacfuretl by Specialty Chemicals Co.or access to all roof top equipment Overhead Holders-Rim Panicsl4 g directed by the general contactor. opening,1#5 top and bottom in slabs and 1#5 each face c.Minor chips and cracks shall be tolerated and repaired notes. approved equal. 7.Provide curbs,cuts and sleeves as re aired for other gau a channels;Butts of walls extending 2-O'beyond openin. aaording to PCI V.28 No I 14.Joint Filler.Closed cell Dolyvin chloride last.,soh J.Unit ant:1/2°A-C q and Locks as previously specified herein.Flpor Closers and y p yin p ywood pluggged with exterior trades to ensure aweather-bgnt fit for all roof penetrations. Pivoffi-7 gauge x template requirements. REVISIONS EARTHWORK I,At the dine concrete is placed,all rein orcement shall be 8.Erector grade.Joint Illler shall be installed m control Joins,and glue.Glue and screw lA 9"O.C.all underiayment under 8.Root underlaymenl snail be 1/2"isocyanurate toam 1.The General Provisions of the Contrad,includtngthe free from loose,thick rust mill scale,oil,or other coatings e.General.Theprecas[planks shaq be erected by between lops of all masonry walls and overhead memUideck ceramic Wefloom.Glueanddail09'O.C.all underlayment insulation,E'NRG'Y 2 wdh facto lam,rated fiber 7.Interior double tiding impact doors shall be Eliason senera Conditions apply to the work specified in this that will destroy or reduce bond. attachtn9 them to the preptired supporting system keeping and structural steel mem-bars.Thickness shall be 25% under carpet floors. reinforced facers by NRG Barriers,Inc.or tip roved equal. model SCP-4,3/4 inch anterior grode solid wood core;1 action. J.Tops of floor slabs shall be poured to a smooth,level the planks tight and at riggfit angles to the supporting larger than width of joint.Set back dimension of 3/4"far K.Window flashing shall be Pella SmartFlesh and wall Fasten inacmrdance with manufacturer's written inch total thickness,figh"a medium duty.Submit slarWartl 2.Perform all work necessary for excavator,backfill,and surface and finished with a steel trowel to result in no members.Planks shall b aligned and leveled as reception otback-up rod and sealant. louver(lashing shall be Vymr Pius or approved equal. recommendations. color samples for selector by the architect. finis'grading for the pproposed work.Refer to Drawings variation of more than l/4"in any 1a dimension.Tops of recommended b the plank manufacturer.Plank keyways L,Miweilanmus bolts and anchors that are not art of the 9.Install at membrane roofin and dshin a.Faan:Reinforcin metal plates. e tired b Stenbeck and Ta Ipr,Inc.for additions foundation wells shall be y P g g ascending to pr P Y Y poured smooth Within 12"of level. shall be grouted by a mixture of not less than one part MISCELLANEOUS METALS structural steel. manufacturers written re sling dd lashi a Io Fusa6n anodized finish 3boM sides,tie d alumsinum nfornatton. K.All bars shall he bent cold,and no bars partially cement to three parts fine sand.A backer rod shell be used 1.The general provisions of the Contract,induding General 8.Inssq wood blockin for all base and well cabinets to be y �9 3.All lines and grade work not p witty established ti the embedded in concrete shall be held bent except as shown in he keyways and care taken to see that the joins are filled. and Sup"ementary Celicit and General fastened to.Coordinate with Owner all locations of killer SHINGLE ROOFING 2.Base Plates:l2 inches high,18 gauge stainless steel. site shall be laid out in accordance with the Contract on plans or as sppecifically permitted by he Engineer. Any grout that may have seeped through to the ceiling below Requirements,aplyki the work specified in this section. accessories and install blockin for fastenin accessories. 1.The General Provisions of the Contract,includin the both sides. Documents. L.Exposed reinforcng bars intended for bantling with future shall be removed before it hardens. 2.Furnish labor,material,equipment and services 7.Trus Joists shall be installed in accords rice with written General Conditions apply to the work spedfied in this 3.W ndow Size:9 inches wide by 14 inches high. 4.Compacted fill under slabs and where"gravel"is extensions shell be p otixted tom corrosion. b.Planks shall be erected uang the positively anchored necessary forpraper and complete fabrication and spedficabons and details as illustrated in#2026 Specfiars section. 4.Wndow Molding.Black rubber molding. indicated on the drawings shall wnsist of well ggrailed sand M.All concrete shall be placed without horizontal lilting inserts cast in planks.Use d grapples,skngs,and installation of all rtuscellaneous and ornamental metal items Guide.All fastening,bracken,bearin,etc.shall bein 2.Fumish all labor materials and ui merit n 5.Glaring.Clear acrylic. and gavel containing no stone laiger than 4".Aii fill within construction II'oinls except where specificallyy called for. vacuum lifting shall be prohibited. as herein s ecified.Work shall include loose lintels,metal acco rdance with the S ecifiers Guide.Provide she eq p ecessary far 1:Hinges:Double Action Easy Swirg(r)proprietary hinges. ilia hu Itling limits shall be placad'n 6"lifs and compacted Vertical arW horzontal con-sWcton Joins In archltecNml c.Units shall be installed to comply wit the followin p F P P Proper and complete installation of all asphalt shingle to a minimum 96%d density. concrete shall only be made as shown on the molest instalation tolerances: g pan stairs,handrails and guards,bollards and cooler-freezer drawings far review and approval. roofing,gashing,gave vents,and ridge vents. Flnish:Zinc coated. protection systems. 8.Set wood frarttng accuately to required Ilnes and level. 3.Submit copies of product data sheets,detail drawings 8.Hollow metal door frames;basement add first fie& 5.All finish gladings all skip.awayfrom thebullding. document and no deviator will be allowed. 1,Variations from level or elevations:)/4 in 20'run;total not 3.Submit shop drawings for the metal pan stairs,handrails Frame openings as shown,or if not shown,comDlY with the and samples for each type of roofing redact. frames arefo be manNaduretl of the toast quairy gauge Establish grades and coordinate work with site documents N.All slabs on grade shall be placed in a checkerboard fo exceed f2. end guards.Stipp drawings shall amurately show remmmentlatlons of the"Manual for House Framing"of the 4.Snore all producs in accordance wit manufacturers galvannealed steel,second floor lrames are to be included in this set. pattern wit a maximum length os side rat to exceed 30'- 2.Vadetions tom theoretcel potion in plan:plus or minus coretructan,sizes,gauges,dimensions,assern�6ly,and all National Forest Products Asmdatlon.Do not s lice written inshuctons. manufactured of the finest uai mkt-rolled steel er EpEO Aq 6.All excavated material not to be reused shell be removed 0•.This however,mulctbeincreased if the coniracor 12'maximumaany locator. pertinentdata.The Contactor shall certify that all start swctwal members between suppers unless otherwise S.Providetohe owners Weather8topper�Sy"em Plus ASTM A366 andA568.Usti to gauge for single leaf c�S k 0"y? from the site and disposed of properly, places within the slab,amntrol strip which is indicated on 3.Beadsg as shown'a the drawings plus or minus l2".d. detailing has beard...untlerid.supervision ola detailed. Ltd Waranry for 120 mph high wind conditions. interior openings,l4 gauge for double leas interior openings ``� the drawings of the mntrad documents. Slabs shall be leveled accurately or set to uniform slope as Professions Engineer regisffired in the State of 9.install all materials in accordance with manufacturers 6.Shingles:Timberline®Prestique 30 High Definition and exterior o enmgs,i4 gauge ton rated openings.Formes °� CONCRETE O.All Intenor concrete floors remaining exposed in the Indicated.Set slab on sol'M,Ievei heart...,wtih bearing Massachusetts. written recommendations. Shin les,b GAF•Ik,or a roved p f g rywaq n upis; g No 4500 1.The general provisiore of the Contract,including General finished work shall be treated with floor hardener and sealer surface of slab units as shown on the drawings. 4.Materials 9 Y E pp equal.Color as selected shall be"eel knock-down w sin le door d pa 4 prya�a by Architect from manufacturers'full range.Hip and ridge fully welded for pairs of doors,doors with borrowed light n o "Aril and Sup-plernentary Conditions and General Requirements in accordance with the menufacNrers instructions. e.Installation of Other Work.Provisions shall be made for a.Steel Pipe:Shall contain to ASTM A-53 or A-120. FINISH CARPENTRY shingles shall match the apperance of the Presbque 30 High frames,and doors in masonry walls.Anchors shell be apply to Ilia worK specified in the section. the insemon of hangers.anchors,elechiml oWets and Specittcabons of AISC. 1.The general provisions of the Contract including the Definiton Shingles. provided at each jamb for each 2 reef 6lnches of door [ 2.Furnish iahor,materials,equipment and services PRECAST CONCRETE VOIDED PLANKS mnculs,rmf vensand other similarttemsspedfied to be b.Steel shapes shall conform with the requirements oftbe General Notes of the Specifications apply to the work 7.Provide all starterslri Bleak barrier shin le height orfraction thereol.Anchortypes shall be varied to H necessary for proper and complete fabrication,Installation, 1.The work of this sector includes all labor,materials, furnished and installed under other sectors of these American Society for Testing Materials Specifications for spedfied m this section. irnderle ant roof semen fasteners 9 rovide sitive fastenin to atl scent mnsWdion.Bucks owvQ° and removal of all formwork;concrete,mixing,placing, tools,equipment,accessories and appurtenances speafcatlons.Holes for hese items,not requiring cutting of "Steel for Bridges and Buildings"ASTM A36. 2.Install all finish mr ant work inciutlin but not limited to as re uiimetl b shin le m t 1 •and roof accessories shall bemonsad for and rovided with reinforcement for P ry 9 q y g Gnu acturer to meet 120 mph wind P flnrshtng and curing as indicated,except concrete work necessaryforthe complete fabricator and installation of prestress strand,shall be cut in the field by the other Lades c.Sheet steel shall conform with the requirements of the exterior running trim,exterior window trim,exterior cement waranry. all hardware.Reinforcement shall be at least as thick as the DRAWN DKS specifically included in another Sector.Installation of precast,prestressed,concrete planks as shown on the in accordance with the plank manufacturers Amerimn Sudety for Testing Materials Specifications for siding,interior doors,Interior hollow metal door frames, 8.Provide ridge vents as indicated on the Drawin s. diameter of screws used for securing the hardware.It shall midl,rdng steel anchor bolls,concrete joint fillers,vapor drewirgs and as specified harem. recommendations.Holes requiring cutting of prestress tight Gauge Struc,Ural Quahry Flat Rolled Carbon Steel iinerior woad tiro,prefinished basement wall 9.All materials shell he installed per manufacturerss written be offset so that the laces of the butts are gush with the face CHECKED OKS barters,hardeners,grout,admixaues,and all aher 2.Related Sections: stand shall be planned for in advance of installabpn as Shees"ASTM A246. Insulation,closetpales and shelf,etc.for a complete In"ructons. of the rabbet Reinkircemen(shali be welded in place at the necessary related items shown on Drawings or herein a.Cast 1.Place Concrete dictated by shuctural consider d-No prestress"rand 5.Paintsyy and Protective Coating:All ferrous metal herein Installation. factory and lapped for sl screws.Frames are he ne double SCALE NONE spedfied.Concrete footings,foundation walla,ikon slabs, b.Cat ng and Sesans shall be cut without approval of the Engineer end the spediletl(no[to be galvanized)shall ba topping on precast plank,and curbs in cooler and freezer, c.Grouting of Joints Manufacturer. and she rimed.Sho Properly cleaned 3.Materials of dish carpentry,unless otherwise noted st the GUTTERS AND DOWNSPOUTS rabbet.The fabricator shell inordinate fits work with the Cutting and patchi as necessa 3.Submit the followin In accordance with the revisions pf P P p prime mat shall be"1009 Gray citwings,shall mmkirm to the fallowing: 1.The General Provisions of the Contract,including the finish hardware supppIter for sizes and locations of buts, DATE MARCH 31,2011 3.Materials ry ilia General Conditions as six lamented:a.The etas[ Primer°as ma ufac�Nred by Tnemec Company or A Exterior siding shall be HardyPlank Lap Siding,Smooth, General Conditions a door closers,diameter of screws used to secure hardware, PP Pr a roved a us. pply to the work spedfied in this A Portland Cement shall be TYPE I conformin to ASTM concrete manufacturin larrtshall be certified b the PP q 51/4°width with 4"exposure,and Color Plus finish or section. and other hardware requirements. TITLE 9 9 P Y a,Rororwnra CfandaMc•Hpt-dip galVan'vJng for items of tipproved equal.Contactor to submit color samples for 2.Furnish all labor,materiels and ry p g C150,Aggregates shall conform to ASTM C33.Mhdng Prestressed Concrete stiMe's Plant Certifiptlon Program, work sped(etl in this Sector shall conform to the followin selectors b Architect. equpment necessa for 9.Roll-u doors shall he Overhead Door Rollin Service Betar shall be potable. prior to ha start of reduction. 9 Y proper and complete installation of all gutters and Door Series 625,with aluminum slay,bottom sensing edge, All concrete work shall mMorm to the latest edition of the b.Contra1 sI r if' In lieu of the above ualificalion,the American Siedety for Testing and Materials Standard B.Exedor trtn shall be Azek,size and profile as indicated downspouts. high windload option,weatherseal for interior side guide, SPEC�FfCAl7ONS ACI standards. manufacturer shall,at his q Specifications: on the drawings. 3.Submit copies of product data sheets for each type of lintel seal,galvanized"eel hottom bar angle guides,and egrense,meet the following b.ASTM-A123-Spedticatlons for zinc(hot-galvanized) C.Soffit vent:Cor-A-Vent S400. utter,downs Dirt,baskets and accdessories re aired son a powder coat finish. C.Reinfordng steel shall complv with the requirement of requirements: Coatings on Producs Fabricated from gelled,Pressed,and D,Interior wood trim:Po tar,clear. am fete Instapllation. q 20.Installation of ail doors and frames shall be accordin to ASTM A-30 Grade of with iseffnotedons conforming fo 1.Ratan an in dependent testng orconsulting firm. Forged Steel Shapes,Plates,Bers and Ship.(Weight of E.Closet 1 and 2 shall have poplar shdf,extra heavy duly 4.Manufacturer shall be Berger or approved equal.Gutters manufacturer's written remmmendatlons, g SHEET ASTM A-305,unless oth-erwise noted. 2.The bests of tes,ection shall be the Prestressed matng to be not less than 2.0 oz.per sq.tt) chrome steal clothes rod,and recess brackets and shaq be 6"x.040 aluminum,downs outs shall be 3"x 4" Concrete Insttutf P.Manua for Quality Control for Plants pp 'uY' alpp t"y and Production of 1 ecast and Prestressed Concrete bulnterkr trim shall be fastened in place with finish nails or aluminum, les shaq mlate_nctem�colohea sedl u%aI Y Products."MNL-116. Whit tiro head square recess fine screws.Tha heads of architect. which shah ea set tar putty and be sanded as necessary to 5.All materials shall be instagetl per manufacturers written remove irregularities and machine marks. instructions. ©Copyright Douglas Sanford Associates,Inc.2010 WINDOWS GYPSUM DRYWALL CONT. RESINOUS FLOORING CONT. CERAMIC TILE CONT. CARPET AND VINLY BASE CONT. ACOUSTIC TILE CONT. DOUG LAS SANFORD 1.The general provisions of the Contract,including General 4.Products b.Conditions of new concrete to be coated with b.Installer Qualifications:Company specializing and Sup.gementary Conditions and General Requirements, a.Fire-rated wallboard:Type X gypsum wallboard 5/8 cementitious urethane material.Concrete shall be moisture i Yin throughout. Carpet shall be installed using direct to minimize method 5.Delivery,acoustical and Handling ASSOCIATES INC. apply ro the work specified In this section. thick,48"wide with tapered edges,in lengths which will cured for a minimum of 7 des and have full performing the work of this section with minimum l0 years throughout.Use forged pieces available to minimize seams a-Deliver acoustical ceiling units to project site in original, 2 Perform all work required to complete the work of this result In a nunimum of end iota. Y y cured for 14 experience, and cross seams.Comply with manufacturer's Installation unopened packages and store them m a fully enclosed space 22 CLAY HILL DRIVE days in aworoancewl(h ACI308 prior to the application of a Single Source Responsibility:Obtain each type and color recommentlatlons,using manufacturers installation where they wilt be protected against demo a from moisture PLVMOUTH,MA 02360 section as indicated.Such work includes but lo not limited to b.Non•rated wallboard:1 "thick,48"wide with tapered the coating system pending moisture tests.Outside of of the from a single source.Obtain each type and color of procedures far dyed glue-down application.Adhesive must direct sunli tit sort ce g PHONE the following-Providing end installing fiberglass fixed and ed es,in le g a contaminafon,and other cause.. &FAX:(508 747A300 9: rig rg r9 gg lengths which will result in a minimum of end joints, these parameters manufacturer shall be consWled. mortar,adhesive and grout from the same source. be allowed to develop nornal tackhefore carpet is laid imo It b.Before installing acoustical ceiling units,permit them b EAMb: tlouble•hung windows. 5.OryvaB accessories Concrete shall have a Hat rubbed finish,float or Ight steel 5.Delivery,Storage,and Handling 9.No seams shall occur perpendicular to doorways and reach room temperature and a stabilized moisture content lu Shop Drawings:Submit manufacturer's shop drawings, a.Corner heads:Standard wall board corner bead 1 1/8" (rowel finish(a hard steel trowel finish is neither necessary a.Deliver and store products In manufacturers unopened entries.Seams parallel to doors shall be centered directly c.Hardie acoustical ceilin u ind'catmg dimensions,wnsWction,component connections x 1 1/8',with perforated flanges for ciinchan application to or desirable.Sealers and rxn 9 units carefully to avoid chipping mg agents should not[o be packaging until ready for inslaliation. under the door. edgBes or damaged units In any ay. and localons,anchorage methods and locations,hardware wall board.Multi-Flex tape be fore#emal corners less or used.Concrete surfaces on grade shall have been b.Protect adhesives and liquid additives from freezing or. 12.Carpet Cornractor shall make all necessary repairs 6.Pro"act Conditions:All ceilin r locations,and installation details.Submit manufacturer's greater then ninety degrees and expanded flange corner wnsWcted with a vapor banner to prated against the overheating In accordance vnth manufacturers main ctrons. including lilting and the compete relaying of any part or of 1 9 P oducts aM suspension product data,inducting installation instnotlons. bead-drywall type. effects of va or transmission and systems must be installed and maintained n accordance with 4.Deliver materials to site undamaged in manufacturers or b.Casln aM trim bead:Galvanlzetl steel,An le p possible dalaminatlon of o.Store file and setting materials on elevated platfomis, all carpet,tl required,after inifal installation.The lima of ArmWo written installation Instructions{or that product in g g Type, the system. undercover and in a dry location and protect from such work shall be when directed by the Owner,but within effect at the trine of Installation and hest industry practice. sales branch's origin.{,unopened wntalners and 200,fin-tetrad with joint compound, c.Safety Requirements:The Owner shall be responsible contamination,dampness,freezing or overheating. one(1)year after competion of nubal installabon. Prior to installation,the ceilin rodud must be kept dean packaging,with labels clearly IdentityAS manufacturer and c.Gypsum wallboard expansion joints:Vinyl extrusion for the removal of foodstuffs from the work area. 6.EnNronmental R 9 D, eD product name.Include installation instructions.Store whfte E-Z stri equirements 13.After installation is complete,dean up dirt debris and dry,in an environment that is between 32oF(Oo C)and P Non-related personnel In the work area shall be kept to a a.Do not install adhesives In an unverrolated environment and clean carpet of spots with proper spot remover. 120oF(490 C)and not subject to Abnormal Conditrons. materials in accordance with manufacturer's instructions. 6,Fasteners:All fasteners into gypsum wallboard on minimum. b.Maintain ambient and substrate temperature of 50 Remove loose threads with sharp scissors.Final clean with 7.Warranty 5.Windows shall be Pella Impervie factory assembled partitions and ceilings shall he spaced as follows: 9.Warranty de ess F 10 d fiber lass windows. gr ( egrees C)during installation of mortar broom and vacuum cleaner. a.Acoustice,Panel:Submit a written warranty executed by g provide tempered glass where required a.Cellings:12 o.c.,Partitions:16"o.c. a.Dur-A-Flex,Inc.warants that materfal shipped to buyers materials. the manufacturer,agreeing to repair or replace acoustical by code.Glazing shall he multi-layer Low-E coated with b.Wallboard N metal members:Type"$'screws,bugle ai the time of shipment substantially Tree from material 7.Manldecturers PAINTING ppaanels that tall within the wartanry period.Feiiures include, argon.Provide grilles between the glass as shown on the head,1"long. defects and will perform substantially to Dur-A-Flex,Inc. a.Acceptable Manufacturer.Daffile Corporafon,which is 7.The general provisions of the Contract,inducting the hW are not limited to: drawings.NII sae Insect screens,hardware to match color c.Wallboard to wood stud:Use 1 I"'annular ring nails published literature it used in accordance with the latest located It 7834 C.F.Hawn Fwy.P.O.Box 170730;Dallas, General Notes of the Spedliwbons apply to the work b.Acoustical Panels:Sa In and wa n as a result of of window,color to be white. at perimeter to hdd in place,complete fastening with type prescribed procedures and prior to the expiration date. TX 75217;Toll Free Te1:800-933-TILE;Tel 21 4 3 9 8-1 411 specified in this section. de/acts in materials or facgtgory workman�stup. 6.Provide Pella installation accessories including "W 1 1!4"bugle head screws throughoutfield of board. b.Dur-A-Flex,Inc.liability with respect fo this warranty is b.Product:DalUle City View.(Porcelain Body).Refer to 2.Furnish all labor,materials and equipment necessary for c.Grid System:Rustln and manufacturers defects SmartFlash,Deoce,Profiex Tripolymer sealant,Dow d.Joint reinfordrg-Perforated joint tape(ASTM C475). strictly limited ro the value of the material purchase. Derwin s for she as and saes.9 D proper and compie[e feld pamlrg aM finisNng of all interior d.Acoustical Panels wigth Bioelock Plus or designated as Chemical Great Stull door and window insulating foam e.Joint compouM-powder or ready mix. 10.Foorin9 C.Waterproofing membrane shall be Anti-Fracture and eMerlor ferrous metal;eMerior aluminum railings, Inherently resistive to the growth of micro-organisms Installed sealant,installation fin including fasteners,and sill adapter 7.Installation of gypsum wallboard a.Dur-A-Flex,Inc,Poly-Crete MDB(self leveling broadcast Wa[erprookng Membrane:AFM-WM as manufactured by exterior Azek him,interior concrete mason units,Interior with Armstiong susDens1,g s stems:Visible sa and x111 and jamb extensions. a.Gypwm wallboards shall be cut by scoring and breaking, quartz),Urethane topcoat seamless flooring system or Protedo Wrap Co.or approved equal. 'It,!n place concrete,interior s tlry�+all,wood and resist the growth of mold/mil yew and gram positive and gram 7.Integrate window system Installation wlh exterior or by sawing,workingg from the face sde.Where hoard approved equal. B.Examination stee doors and frames;and Interior wood Vim. negative odor and stern taus rig bacteria .water-resistant barter using Ilashing/sea,ant tape;Apply meets projecting surtaces,it shalt be Scribed neatly, b.System Materials:Topping:Dur-A-Flex,Inc,Poly-Crete a.Verify that wall surfaces are frees substarxes which 3.Submit paint manufacturers product data specifications e.Warren Period Humi ward: rid integrate flashing/sealant tape with_at.resislanl b.Gypsum wallboard shag be applied first to soffits and MD resin,hardener and aggregate.The a gr ate shall be would im air bontli ry 9 Acoustical panels:Ten(10) bonier using watershed prfnclples in accordance with ceilings,then to walls. Dur-A-Flex,Inc.Bimshot r a r ate TornaC within toerances of setting matenais,smooth and Ilat end installation instructions for each type of mating required, years Irom date of substantial wmplebon.Grid.Ten(10) window manufacturer's InSVuctions q g9 e9 P specified in ANSI A737.1,and are ready to 4.All materials shall be Sherwin Williams or approved equal years from date of substantial completion.Acoustical panels C.Boards of maximum practical length shall be used so that Dur-A-Flex,Inc.Poly-Crete OF resin,hardener and powder recelve file. and shall be of best quaiiry and grade for each type. end grid systems with HumiGuaro Plus n Ace uGuard Max 8.Install windows in accordance with manufacturer's an abso-lute minimum number d end joints occur. aggregate. b.Verity that sub-Boor surtaces are dust-tree,and free of Prepare surtace and metal,according to manulacturer's performance supplied by one source manuladurer is thirty Instructions. d.Wallboard joints at openings shall be located w that no c.Patch Materials:Shafow FBI and Patching:Use substances which would impair bonding of setfngg materiels recommendations (30)years from date of substantial coinpletlon.The Wananry end joint will align with edges of the opening. Dur-A-Flex,Inc.Poly-Crete MD.Deep Fill and Sloping to Sub-floor surtaces,and are smooth and flat within 5.The Architect will prepare a color schedule indicating the Shall not deprive the Owner of other rights the Owner may FINISH HARDWARE e.Corner beads shalt be Installed at ail horizontal and Material:Use Dur-A-Flex,Inc.Poly-Crete WR. tolerances speclllad m ANSI A137.1, color to he used in each space.The Retail Area will use 1 or have under other provisons of the ConVacl Documents and 1.The general provisions of the Contract,including the vertical exterior corners formed by gypsum wallboard. 17.Examination c.Verify Nat concrete sub-ibor surfaces are ready for file more accent colors.Most other spaces will use fairly neutral will be in addition to and run concurrent with other warranties Generei Notes a the n eciticalorts apply lo the work f.Casing beads shall be Instalietl where shown on a.Examine substrates,areas end conditions,with installation by teal {or moisture emission rate and Colors. made by the Contractor under the requirements of the specttled in this section. drawings and where gypsum wallboard abuts dissimilar Applicator present,far compliance with requirements for alkalinity;obtain instntttions if test results are not within 6.Painting Schedule Contras Documents. 2 Fumish all labor,materials and.equipment necessary for materials and the joint is exposed. maximum moisture content,Installation tolerances and other limits recommended by file manufacturer and setting A.Interior gypsum board:Egg-Shell/Sabo Finish.tat S.Products proper and w od" installation of ell finish hardware and g,Owbfii expansion control Points where indicated on conditons affecting flooding performance.Verity that materials manufacturer. C. S-W ProMar 200 Latex Primer,B28W8200(4 mBs a.Ceiling Panels:ACT#1 Medium Fissured Cortega elated aweswrles to Nlly equip every door shown on the drawings.Inter-Copt all steel Iramin9 be joint Install substrates and conditions are satisfactory for fbonng d.Verity that required floor-mounted utilfies are in correct wet,1.2 mils drryy).2nd Coat:S-W ProMar®200 Latex Second Look,2767 as manufactured by Armstron World drawings.Fumish all templates and schedules required by joints at 30'-0"o.c.max.located at both sides of door installation and comply with requirements specified. location. Eg-She,,B20VJ2200 Series.3rd Coat:S-W ProMar®200 Industries.ACT lt2 Grid:U Geanroy A m sum ceiling others so as to enable the manufacturers to make proper frames and as directed by Architect 12"rep.'aton 9.Preparation Latex E Shell 820W2200 Series ry panels,2'x 4',as manufactured by National Ss m.ACT#3 (4 mils wet,1.8 mils d psu prowsion in t air work to receive the finish hardware. e.Drywall finishing a.New and existing concrete surfaces shall be free of oil, a.Protect surrounding work from damage. per coat Clam Room Ullima 1937,as manufactured by Armstrong Com lete schedule of hardware for doors and frames shall a Apply treatment at g sum board joint(both directions)Yp grease,curing compounds,loose particles,moss,algae b.Remove any curing compounds or other contaminates. B.Interior concrete masonry units:,coat KEM Cali-Coat World Industries. also a lumish arto identity slxh templates and samples. ,flanges of trim accessories,penetrations,fasteners heads, growth,laitance,friable matter,dirt,and bituminous c.Vawum clean surtaces and damp clean. HS epoxy fl,ermealer and 2 coats of Macropoxy 646. b.Suspension Systems:ACT#1 Prelude XL 15/76"Exposed 3.Finish hardware schetlu as shall be submitted to the surface defects and elsewhere as required to prepare work products. d.Seal substrate surface cracks with filler.Level existing C.Exterior Azek trim:1 coat of Duration Exterior Ac is Tee,color white,as manufactured by Armstrong World p manufacturers approval.Tha schedule shall have the for decoration.PreBB open Joints and rounded or beveled b.Moisture Testing:Perform anhydrous calcium chloride substrate surfaces to acceptable flatness tolerances. Latex,satin finish. rN Industries.ACT#2 Gordon DS-20 asket seals tam.ACT menu/acturers numbers,keying types,sizes and I..Von for edges,using type of compound rec-ommended by test ASTM F 1889-98.Perform three tests for the first 1,000 e.Prepare substrate surfaces far adhesive Installation in D.Exterior and Interior hollow metal doors and frames: #3 Prelude XL 15/16"Exposed Tee color to be selected b all hardware and shall include any miscellaneous notes manufacturer, at and then one test per 1,000 sf after that accordance with adhesive manufacturers instructions. Semi-Glass Finish.,s[Coat:S-W Pro Irdustrlal Pro-CryI Architect as manufactured by Armstrong World Industries referred to on the schedule which may effect the hardware b.Apply joint(ape at Joints between gypsum boards,except Application will proceed only when the vapor/moisture 10.Installation-General Universal Primer,B66310 Series(5-10 mils wet,2-4 mils a Etlge Moldings and Trim:Metal or extruded aluminum of for a ggeven opening. where a trim accessory is indicated,Apply joint compound mission rates Irom the slab is less Nan and not higher than a.Install waterproofing membrane in accordance with dry).?t1tl Coale S-W Metalall,Acrylic Sami-Gloss,842 types and profiles Indicated or,If not indicated, cc 4.Submit samples W hardware upon request. in 3 coats(not including prefill of openings In base),and 12 lbs/1,000 sf/24 hrs.If the vapor drive exceeds 12 manuacurers written instructions and with Ne same Series.3rd Coat:S-W Metalatex Acrylic Semi-GIosR.2 manufacturer's standard moldings for edges and 5.Refers the drawings for hardware sets. sand between last 2 coats and after last coat Allow each Ibs/7,000 sf/24 hrs then the Owner arxUor Engineer shall be manufacturers adhesive,mastic and detail tape. Series(4 mils wet,1.5 mils dry pper coat). peneVatbns,Including light fixtures,Net fit a of etl e applicafon of compound to joints and screw heads to dry, notified and advised of additional cost for the possible b.Install Vle end grout in awomarue with applicable E,EA-11-r Aluminum Reifing:Semi-G,oss Finish.1st Coat: detail and sus erasion system Indicated.P vPde moldings GLASS AND GLAZING men saLU nd ff necessary.Caution shall be used to avoid installation of a vapor miciurarn system that has been requirements of ANSI A108.1 through A708.13, S-W Metalatez Acrylic Semi-Glass,642 Series.2nd Coat with exposed eange of the same width as exposed runner. 1.The general provisions of the Contract including General roughing of the wallboard paper.Scuffed hoard shall be approved by the manufacturer or other means to tower the manufacturer InsWctions,and TCA Handbook S-W Metalatex Acrylic Semi-Goss,842 Series(4 mils wet, 9.Installation and Sup-elementary Conditions and General Requirements, replaced.All wallboard and treated areas shay be smooth value to the acceptable limit. recommendations. 1.5 mils dry per coat). a.Install suspension system and panels in accordance with 'n apply to the work specified in this section. and left neatly for decoration Architect may require sponge c.Wherever a free edge will occur,including doorways, c.Lay the to pattern indicated.Arrange pattern so that a full F.Interior wood doors,frames and trim:Semi-Gloss the manufacturers instructions,and in cam fiance with ASTM V 2.Fumish labor,materials,equipment and services R ishfg if scubang is excessive, wall perimeter.,expansion Joints,columns,doorways, rile w,Joint is cantered on each wail and Nat no fie lass than Finish .1st Coat:S-W PrepRitet9 ProBlock Latex.851 C 638 and with he authorities havtn urisdipd'ion. necessary for proper extwnstail r ion of the following items: a Leave portions s wall at base smwh and prepared for drains and equipment pads,a 3/161nch wide keyways shall 1/2 width is used.Do not Intenupt lie pattern through Series(4 mils wet,1.4 cots drryy)2nd Coat S-W ProMalta b.Suspend main beam from overheeE construction with Glass and glazing of exterior and interior doors and installation of vinyl base. he cut in. openings. 200 Latex Semi-Glass,B31VJ2200 Series.3rd Coat 5-W hanger wires spaced 4-0 on center along the rangh of the co unframed mirrors. 9.Final acceptance 13.Application tl.Cut and fit file to penetrations through tile,leaving ProMar®200 Latex Semi-Gloss,631 W220D Series(4 mils main runner.Install hanger wires plumb and dralght. 3.Submittals a.Sheetrock bn,shing shall he accepted only after first coat a.General:The system shall be applied in three distinct _,antjdnt space.Form corners and bases neatly.Align wet,1.3 mils dry per coat) c.Install wail moldings at intersection of suspended ceiling O A.Shop Drawings shall indicate a schedule of glass types of ppaant has been applied. slops:(1)Substrate pneparafron,(2)Topping/overlay floor joints. 6.Paints and Coatings-General: and vertical surtaces. at comers where wall moldings W and bcalons,and glazing procedures for doors. 4.Repainfing of first-coated areas made necessary by appiicabon with quartz aggregate hroadcasl,and(3) e.Place rile joints unform in width,subject to variance in a.Unless otherwise indicated,provide factory-mixed intersect or instal,corner caps. B.Submit a ceNtietl aNidavit stating that the glazing sealant remedial work lo Ne wallboard installafon on awount of Topcoat application,with aanti-slip aggregate. tolerance allowed in file sae.Make joints watertight,without coatings.When required,mix coatings to corned tl.For reveal edge a oriels:Cut and reveal or rabbet edges of W and sealant used in the insulating glass are compatible unsaUSNactory appearance shall be Ne responslbiliry of the b.Immediately prior to Ne applicetwn of any component of voids,cracks,excess mortar,a excess grout consistency in accordance with manufacturers instructions ceiling panels at 6ortler areas and verliCal sudaces. g hen used in he same opening. drywall contractor. the system,the surtace shall be dry and any remaining dust f.Farm internal angles square and external angles before application.Do not reduce,thin,or dilute coatings or a,Install acoustical panels in coordination with suspended COcc Quality assurance or loose particles shall be removed using a vacuum or bullnosed. �(/ A.All lass shall meet or exceed the requirements of RESINOUS FLOORING add materials to coatings unless such Procedure is system,with ed es restth on fan es of main runner Intl Q w - Federal Specffi•cati.I D0.G-457C. q 1.The geneal provisions of the ConVad,includln General clean,dry,oil-free compressed air. g.Install ceramic acressore rigidly in prepared openings. specilIcally described in manuFacturers product fnstructiwI. ocr.tees.Cut sntl fit panels neatly against abutting 9 c.The handling,mixing and addition of components shall h.Install non-ceramictrim th accordance with b.Primers:Where the manufacturer oilers options on surtaces.Support edges by wall moldings. IL N B,Tempered glass shall be'5. tempered"and shall and Supplementary Condfions and General Requirements, be performed fin a safe manner Cl achieve the desired manufacturer's instructions. primers far a particular substrate,use primer categorized as f.When Griddone panels require cuts,sea,exposed core conform b ANSI Z97.1-1975.All glass shall be trade app,Y to the work specified in this section. results in accordance with the Manufacturer's I.Instal,thresholds where indicated. primers by the manufacturer. per manufacturers written recommendations. (/1�� X Z It to indicate compliance fin accordance with the Glass 2.Furnish labor,materials,equipment and services recommendations. L.Sound file after setting.Replace hollow sounding units. 7.Provide all primers,sealers,cleaning agents,cleaning er Install Gordon DS-20 recommendations rids rem per V Tempering Association and shall be percnanently labeled by necessary Is proper and complete installation OF Resinous d.The system shall follow the contour of the substrate k.Keep expansion joints tree of adhesive or grout Apply cloths,sanding materials,and Gean-up materials required, mg.anufasurers written recomentlat ohs. p Z CIO Q such means as etching,sanddastingI bring of ceramic 1loomg system as shown on the tlmwings and as herein unless Pitching or other leveling work has been specified by kea,ant to joints. per manufacturer's specctcatio,: T. Adjusting and Cleaning r_ Q material on the glass. specified he Architect. I.Allow the to set for a minimum of 46 hours prior to 8.Do not begin application of coatings unfit substrates have a.Replace damaged and broken panels. a g C.Insulating glass shall conform to the requirements of 3.The work shall consist of preparation of the substrate,the e.A neat finish with weltdefined boundaries and straight grouting. been properly prepared.Notify Architect of unsatisfactory b.Clean exposed surfaces of acoustical ceilin s,inclutlin SIGMA Spedfi-talon 65-7-2,which covers the performance furnishing and application of a cementitious urethane based edges shall be provided by the Applicator, m.Grout file joints.Use standard grout unless otherwise contlibws before proceedng. trim,edge mddings,and suspension members Comply wih LL J properties of pre-assembled permanently sealed insulating self-leveling seamless flooring system with flintshot quara f.The topping shell be applied as.self-leveling system as Indicated. a.If substrata p ry I"'lass units. aggregate broadcast Intl urethane topcoat s eclfled.Theta li preparation is the res onsibili of another manufacturers instructions for cleaning and touch up of minor �n(R p ppng s all be eppfed in one lift with a n.Apply sealant to junclon of Vie and dissimilar materials installer,noVfy Architect of unsafsfactory preparation before finish damage.Remove and replace work that cannot be v! .All glass shall meet or exceed the requirements of 4.The system shall have the color Intl texture as specified nominal thickness of 3/161nch.T e topping shall be and lurtclfon of dissimilar planes. proceeding. successfully cleaned and repaired to permanently eliminate Underwrflem'Laboratories,Inc. by the Architect with a nominal thickness of 114 inch.It shall comprised of three wmponents,a resin,hardener and Eller 11.Installation-Floors.Thin-set Methods b.Proceed with work only after conditions have been evidence 11 damage. m I:Z 5.Glass and glazing materials be applied to the prepared areas as defined in the plans as supplied by the Manufacturer. e.Over! concrete substrates,Install in socordanoe corrected and approved by ail parties,otherwise application a A.General:Glass shall be as manufactured by PPG .tnictiy in accordance with the Manufacturer's g.The hardener shall be added to the resin and thoroughly with TCA Handbook Method F113,dry-set or latex-porfand of coatings wilt be considered as an acceptance of surtace KITCHEN EQUIPMENT Z Industries,Ubbey-Owens-Ford Glass Company Mlsslssippi rewmmerdations.Cove base to be applied where rated on dispersed by suitably approved mechanical means. cement bond Croat,with standard grout unless otherwise conditions 1.The general provisions of the ConVacI,including the Q Glass Company,C.E.Glass-Combustion Engineerng, plans and per manufacturers standard details unless Aggregate shall Nen be added to the Catalyzed mixture and indicated. 9.Proper product selection,surface preparafon and General Notes of the Specifications apply N the work Inc.,AFC Industries,Inc.,Phifps Industries Inc Jfwin Pane otherwise noted. mixed In a manner to achieve a homogenous blend. b.Where waterproofin membrane Is Indicated,Install in a carton ales coati �{,� �,Division,Insu,•Thern Inc.,ore al. 5.Submit the latest edition of Manufacturers literature g pq! ng performance.Coating integrity and specified in this section.equal. h.The topping shall be applfetl over horizontal surtaces accordance with TCA Handbook Method F122,with service life will be reduced because all property prepared 2.Furnish a„labor,materials and equipment necessary for Z T B.Forwmenience,all glass is spedfied by a single Including performance data Intl installation procedures, using a pin rake,trowels Or other systems approved by the latex-Portland cement grout. surfaces.Selection and implementation of proper surtace proper and complete installation of all kitchen u merit i manufacturer.Glass manufactured by the other spedfied manufacturer's Material Safety Data Sheet(MSDS)(or each Manufacturer.Immediately upon placing,the topping shall c.Where epoxy bond coat and grout we Indicated,install in preparafion ensures weting adhesion to the substrate and Same kitchen equipment fs being supplied morn stalled by manufacturers will be acceptable. product being used,and sampes:A e inch square sample be degassed with a 75/16 inch spiked rdter.Quartz accordance wIN TCA Handbook Method F131. prolongs the seMce Ile of the coating system. he Owner,refer[o K series s drawings for schedule of C.Glass edgges which are concealed shall be clean cut of the resented a of ova Color,texture,and Nihad ss shall aggregate shall be broadcast to excess into the wet material d.Over wood substrates,install in acoordance with TCA 10.Apply all service and materials wl(h manufacture responsibfity for rovitlin and installn these items. (refer to TSR-tO4C)meeting[he requirements of PPG be representative of overall appearance of finished system. at the rate of 1 Ibs/sf.Allow material to fully cure.Vacuum, Handbook Mehotl F142,with standard grout,unless specifications in mind.Mix and thin coatin Internal Specification OC-O6-TXS-1.Exposed edges shall 6.Quality Assurance s ep and/s blow to remove all loose aggregate. otherwise indicated.Where a bond coat and Coatings according to 3.Pertortn all work in accordance with ell State Intl Local have TVS edge. a.The Manufacturer shall have a minimum of 5 years i.To poxy grout are manufacture recommendation. codes and regulations. pcoat The at. shall be mixed and applied per Indicated,Install in accordance vnth TCA Handbook Method a.Do not apply to wet or damp surfaces. 4.Installation of all kitchen equipment shall be according to D.Glass Types and Locations: exmerience in he productioq sales,and technical support of manuladurer recommended procedure.The topcoat shall Ft43. b.Wait at least 30 days before applying to new concrete or manufacturers written recommendations. SC'lllf0(d i3SSodcaCS 7.1/4"Clear Glass:7/4-inch thick,float,as manufactured enllcus urethane,polyurethane industrial flooring and be comprised of three components,a resin,hardener and 12.Installation-Wall Tile masonry.Or fallow manufacturers procedures b apply by any one of the Ilsted manufacturers.Where the Drawings related materials. filler as supplied by the manuladurer.The topcoat will be a.Over cementitious backer units on studs,install in appropriate coatings prior to 30 days. FIRE SUPPRESSION Ind dear glass and tempered Is required by Code, b.The Applicator shag have been approved by the flooring applied at the rates 70 sf per kit(0.85 gap.Nan-Skid is accordance with TCA Handbook Method W244,using c.Test new concrete for molSNfe content. 1.The general provisons of the Contract,Including the provide tempered glass. system manufacNral In all phases of surtace preparation broadcast at the rate of 1 Ib per WO sl and back rolled into membrane at toilet rooms. d.Wait until wood is fully dry after rain,tag or dew. General Notes of the Spedticati Co apply to the work 2.Tempeyed Glass:Clear tempered float glass equal to and applicafon of the product specified. the coafng.The finish floor will have a nominal thickness of b.Over interior concrete Intl masonry install in accordance e.Appy coatings using methods recommended by specified in this section, Pittsburgh Herculite',of the indicated thicknesses.Provide c.No requests for substitutions shall be considered that 114 inch. with TCA Handbook Method W202,thin-set with tl set or manufacturer. REVISIONS ate locations where re uired b Code,NOTE:To would than a the eneric �'' 2.Fumish all labor,materials and equipment necessary tar q y rig 9 g type of the specified System, d. 14.Tests,Inspection:The following tests shall be Conducted latex-ortiand cement bond coat f.Uniforms a i coaln without runs,rid s,or sa s,markings shall not be visible in glass otter glazed in System shall be in compliance with requirements of United by the Appicator: 13.Ceeaning:Clean[fie and grout sudaces. without brush ma�ks,and With consistent sheen. g ero�mand complete installation of all fire suppression 7 2611 openings. Slates Depanment of Agriculture(USDA),Food,Drug a.Temperature 1a.Protection of Finished Work g.AppplIy coatings at spreading rate required N achieve the 3 Perform all work in accordance wIN all Stale Intl Local ACOUSTIC TILE 3.Flee Rated Glass:Where tlmwings indicate provide Administration(FDA),Intl local Health Department. b.Air,substrate temperatures and,ff applicable,dew point. a.Do not permit traffic over finished floor surtace for 72 manufacurers recommended dry film thickness. codes and regulations. SPECIFICATIONS CHANGED 1/flinch Nick wire glass. e.A pre-installalon conference shall be heitl between C COverege Rates:Rates for all layers shall be monitored hours afar Installation. h.Regardless of number of coats s edfied,apply as many 'l Refer to Ne SP series of Drawin s for additional FOR ACT TYPES 2 AND 3, 4.In Glass: shall be comprised of two fifes of Applicator,General Contractor and the Owner N review gild b checkin p g SUSPENSION SYSTEM FOR glees with a desiccant sM between liters of lass.Units to clariffcalon of this s Y g quantity of material used against the area b.Cover Boors with krafl paper and protect from dirt and coats as necessary for complete hide,and uniform information.p g peciticafon,application procedure, covered. residue from other trades. appearance. TYPE 2 CHANGED. k.n be sealed.Manufacturer shall show proof that the Insulating quaiiry con I. inspection and acceptance criteria and 15.Cleaning and Protection c.Where floor will be exposed for prolonged periods cover PLUMBING glass units passed Class CBA test In accordance with 7.Product schedule. a.Cure/,coring material In compliance with manufacturer's with p,ywood or other similar type walkways ACOUSTIC TILE 1.The general provisions of the Contract,including he ASTM EBP3 dated Nov.19m Provide manufacturer's 7.Product Delivery,Staorage and Handling directions,taking care to prevent their contamination during 1.The general provisions of the Contract,including the General Notes of theions theons apply to the work h year guarantee for insulating glass.The various a.Packing end Shipping:All components of the system stages of application and prior to complefon of the curing CARPET AND VINLY BASE General Notes of the S tications a I to the work spedfied in this section. thicknesses and combinations of glass types shall be as shall be delivered to the site in the Manufacturers process. 1.The general provisions of the Contract,including the specifed in this 5ectionP� PP y 2.Furnish all labor,materials end equipment necessary for (allows: packaging,Beady Identilletl with the product type and batch b.Rertave masking.Perform detail deanfng at floor General Notes of Ire S ecificatlons a N the work 2 Furnish all labor,materials Intl a eery p er and complete installation of all pent n systems. P PPY quipmen(neces for rap a.Exterio111,rs:(1)7/4-inch Nick-eMerior,(2)1!2-inch bar. termination,to leave Cleanable surface for subsequent work spedfied in this secfon, proper and complete installation of all acoustic celing 3.Perform all work in accordance with all State Intl Local air space,(3)7/4-inch tltick clear That interior b.Storage and Protection:The Appiwtor shall be provided of other secfons. 2 Furnish labor,materials,equipment and services knishes Including Awustical ceifng panels,exposed grid codes and regulators. 15.Glass Minors:1l41nch thick,No.1 quality,Fed.Spec. with a dry storage area for all components.The area shall necessary for proper Intl wMol to insI I Ift,on of carpet, suspension system,wire hangers,fasteners,main runners, 4.Refer to the P series of Drawings for additional Information. DD-M-111,clear polished plate or foal glass,with ground be between 60 F and 85 F,dry,outoldrect sunlight and in CERAMIC TILE vinyl base and related accessories as shown on drawings cross tees,and wall angle moldings. a•e� polished edges,having layer of electrolyticelly deposited accordance with the Manufacturers recommendatlons and 1.The general provisions of the Contract Including the Intl as herein specified. 3.Submit manufacturers technical data for each typed HEATING,VENTILATING AND AIR-CONDITIONING EgEO ANC copper backing followed by two(2)coats protectve backing. relevant health and safety regulations.Copies of Material General Notes of the Specifications apply to the work 3.Contractor to Include an allowance of$15/S.Y.for acoustical cefing unit and suspension system required. 1.The general rovislons of the Contract Includin the 91 x tie Mirrors shall be guaranteed five(5)years against spoilage Safety Data Sheets(MSDS)for all components shall be specified in this section, matenal only,All labor to be included in base bid. a.Samples:Minimum 6 inch x 6 in samples s specified General Notes of this io edf the s a (o the work °"�d' `moo from fine e(Substamial Completion of the building, kept on site for review by the Architect or other personnel. 2.Furnish all labor,materials and equipment necessary for m Where vir1J4 base is indicated on the drawings provide acoustical panel;8 inch long samples of exposed wall specifed fin this secfionP apply a °y 16,installation of all glass Intl glazing shall be according to Wasfe Disposal:The Applicator shall be provided with proper and complete installation of all ceramic floor and wall Johnsomte,l high wall base.Color shall be as selected by mottling Intl suspension system,Including mom runner Intl 2.Fumish all labor,materials Intl equipment necessary for g No 4504 e manufacturers written recommendabons. adequate disposal facil'fee for non-hazardous waste (fte including waterproofing membrane. the Architect Inaftfir al shalt be fn.iris accordance w,th 4 foot Cross tees. 4 Prymo,fh San during installabon of the system proper and complete installation of all HVAC systems. Epp GYPSUM DRYWALL 8.Pro act Conditions 3.Shop Drawings:Indicate the layout patterns,color manufacturers recommendatlons.i h.Shop Drawings Layout and details of acoustical ceilings. 3.Pertortn all work N accordance with all State Intl Local I arrangement,perimeter conditions,junctions wih dissimilar 5.The Carpet Installer shall be experienced N Ne Show loaafiona of items which are to be coordinated with,or wiles and regulations. r 1.The general provisions of the Contras,including General a.Site Requirements:Appication may proceed while air, ma(enals,wntrol Intl expansion joints,thresholds,ceramic supervision of Carpet installation with at least five years sup orted by the ceilings, 4.Refer to the M series of Drawings for additional information_ of �� and Sup-lementary Conditions and General Requirements, material avid substrate temperatures are between 50 F and accessories,setln de{ails,wlae pp 9 >rv�s� p g rprwfmg membrane experience in this type of carpet The actual work shall be c.Cerlhcetions:Marv/acturer's certifications that oducts pplyto the work specified in Nis seclbn. es F providing the substrate temperature is above the dew details Intl installabon requirements. done by qualified and experenced mechanics working comply with specified requirements,includin9laboratory ELECTRICAL 2.Fumish labor,materials,equipment and seMcas point.Outside at this range,the Manufacturer shall he a.Selection S_Pres:Color charts illusVafing full range of under his supervision or under the supervision of an reports showing compliance with ape cifed tests and 1.The general provisions of the Contract mcludi Ne DRAWN DKS necessary for proper and complete installation of interior consulted.The relalve humidity in the specific location of colors and patterns. experiewed supemsor who has also been tldng this type standards.For acoustical performance,each carton of General Notes of the Specifications apply to the work gypsum drywall and related awessorles as shown on the application shell he less hen 85Y and the surtace b.Selection Samples:Sampes of actual Vles far selection. of work for al least five years, material must tarty an approved independent laboratory specified In Ws section. CHECKED DKS drawings and as herein spedfied, temperature shall beat Iea5l5 F above Ne dew point The c.Manufacturers Certificate:Gerrity that products meet or 6.Adjustment:During the one-year guarantee period aM classification of NRC,CAC,Intl AC. 2.Fumish all labor,materials and equipment necessary for 3.Quality assurance Applicator shall be supplied with adequate lighting9 equal to exceed specified requtrements.For each shipment,type within 15 days written notice from Owner,the contractor,in 4.Qualfry Assurance proper and complete installation of Ili electrical s stems. SCALE NONE S Unless otherwise IndicateQ gypsum drywall and the final Ilghling level during the preparation and Instaflation Intl composition of[ile provide a Master Grade Certificate the areas required b the Owner,shell re air seams and a Si le-Source Res nsibili Provide acousUpl a el 3.Clotm ail work in accordance with all State Intl Local accessories shall be he products of a d7jes manufacturer of the system. signed by the manufacturer end the installer certltying that ed q y P units and itl win ry panel DATE MAY 24,2010 and shall be as manufactured by National Gypsum Co., g gr ponents by a single manufacturer. codes and regulations. United States Gypsum Co.or equal. products meet or exceed the specified requirements of 7.Carpet shall be manufacturer and style as selected by b.Fire Performance CharaderisVcs:Identity awuslical 4.Refer to he E series of Drawings for additional information. TITLE ANSI A13.1. Owner.Contractor to include an allowance of$75/S.Y.for telling components with appropriate markings of applicable a co Roston procedures and workmanship shall be In d.Maintenance Data:Include recommended cleaning material only. tesln Intl in dance with GypSNI um W'Standard Backing Specifications for methods,cleaning materials,stain removal methods,Ind S.Seam sealer shall be a lied at he,e,el of Ne g Pectfng organiza(fon.e ul..Burning FIRE ALARM provisions of the Contract Induct the SPECIFICATIONS the Application of Gypsum Wallboard and Backing Boar4 pP primary Characterislcs:As follows,tested p r ASTM E 04 and 1.The general polishes and waxes. backing.The seam sealer ceemt he applied along the floor complying with ASTM E 1264 for Class A products.Flame General Notes of he Speclliwtlons appy to Ne work Inducting Fnishing°. 4.Quality Assurance and pushed up between the widths of carpet. Spread:25 or less.Smoke Developed:50 or lass. specified in this section.a Mc.aintain one copy each of all Referenced standards and 9.Awessories:Transition strips,reducers,accent strips c.Fir Resistance Ratings:As indicated by reference to 2.Furnish all labor,materials and equipment necessary for spe8 ication a on site.Include the TCA Handbook,ANSI and other related accessories shall be vinyl and shall be design designations in UL Fire Resistance Directory,for proper Intl complete installatlon of all fire alarm systems. A708 Series,on A718 Series ANSI A136.1 and ANSI provided at joint between carpet and adjacent material. types of assemblies in which awusfcal coifrgs function as 3.Perform all work fin accomance with all Slate end Local SHEET A137.1 and others as spedfied under paragraph Trace cutting method shall be used.The carpet shot ba a as protective membrane and tested per ASTM E 119. codes and regulations. References. Co.cW back approximately 6 to 10 rows on each side of the Prated lighting fixtures and air ducts N comply with 4.Refer to the FA series of Drawings for additional wild requirements indicated for rated assembly. Information. d.Handle acoustical ceiling units careful y to avoid chipping edges or damaged unts in any way. i A N B G E F G N J L TOP/FDN WALL a ¢e — —— —— ——— ——— —— _ — TOP/FOR i I I I I I EL.54'-3'SHELF — I - DENOTES STEP DN V TOP/FDN SHELF I IN FOOTING O E F L EL.55'-7' S•6 6'LONG.SLA9 W/ ! 6 � W�m 6x6-42AXW2.4 WWM ON FOOTING EINF.FOR FDN PIER - - d b COMPACTED GRAVEL TOP/SLAB EL.%'-0' I SEE PIER DETAIL°G' TOP/FDN gHEOpPING TO B 7t5's P @°o.c.EWB - TOP/FDN SHELF Z o w (SEE ARCHITECTURAL DWGS rl ON SNT S_B EL.5V-7' O - I FOR FREEZER SLAB INFO) EL.54'-3' Z* cF_7 I - 13'- 14' S z -1 a� W I TOP/FDN PIER —m Ci— - 3.4 F o I I I LI EL 54'-3° ad w I I 3 `-6'CO C.SLAB W/ 66- O/10 WWM ON TOP/FDN WALL I TOP/FDN SHELF 6"CO PACTED GRAVEL I EL.49'-4° I EL.54'-3' TOP/SLAB EL.46'-B' I TOP/FDN SHEL I EL.55'-T I I SEE PIER DETAIL"F, �- J — — I ON SHT.5-B I I - �- - - - - ---- --- -- ------- I I 2.i ZwLu — ——— — — ——— —— — —— — ———— —— ————— — _ 2 --- -�1L' Tap'154 J �m � 4 -- --J-- --- - ---- - -- -- ---- -- ER DEN TE5 5 P N Z---- ------ TOP/SLAB EL.40-2" IN F TING— I = T-Z IJELF - lL 7 T FDN 5E-7Oa lL Q �TOP/PIER 8 SHE FFOUNDATION PLAN! IEL 54'-3" USCALE:3/V° -0NOTE:FIRST FLOOR FRAME TO BE INSTALLED 8 DECK SLAB — TO BE POURED BEFORE F'DUNDATION CAN BE BACKFILLED _ ----- �� - - — — TOP/FDN K LL - EL.56'-0'U..0. Dpre+er MKS Wwo BY PM p 07/29/2011 K �o.. 09126 O N W C)O zN O ??Q W w w Q z � O U, � g L1 N W W 5HEET NO. �® 1 e E F G N T COL N55 5x5 I 10/10-NWI:xW�104 WWF ON 2'2VL121 MTL FLR DECK X TOP/STEEL E 1 —— — — EL.55'-7' WI4 WI4 m E 3 3 3 3 6 cn Z rn v 6'-5 • '-5 0-56w MAX.R=50, MAX.R=50k O Z co STIFFNER E z Wi4 x148 WlA i 40 4 N SLAB ON GRADE - SEE PIER DETAIL'0' Al BEARING R I$'xlo'x r-2' 3 4 BEAM— COL. CONN. DETAIL z w/z-V"m A.B.'s SCALE:I'=I'-0' r 4 x - � w 3 Q Q P 3 3 3 3 3 6'-5s. 6'_5;. 6'-55 6'_5 a Z WI4 z 48 WI4 x 48 W14 z 48 ,1 nLU l�L LU SEE PIER DETAIL'0'W/ 4L BEARING I x10'x I'-2' W/2-V"0 A.O.'s SEE ER D IL V w/ z 5'CONC.SLAB W/ BEARI G P IY4 x10 I'-2' Q z 10/10-WI.4xWl,4 WWF ON W/2-VO Al.'s 2"2VL12I METAL FLOOR DECK Q Q LL� �z z 1st FLOOR FRAMING PLAN O W STEEL SCALE: O a +TOP/STEEL EL.55'-7°U.N.O.(t) LL u N N MKS am BY: RM one: 07/25/2011 F G G N M25 seise: 5n6'.P-0" 0 n W N 0 0 a LL 0 L r cy �LL J UUU))) W � N SWEET NO. S -2 A B C E F G N J L LINTEL SCHEDULE 4a�sE"5~" MARK SIZE M.O. REMARKS LI (2)d 6 z 3�z 3'-4' NOTE L2 L2 (2)6 6 x 3&x 4'-0' NOTE 01 LI L3 2-I(2)4'LVL's V-4' NOTE 1_4 2-IV.14'LW. 5'-4' NOTE p] W/(2)d 6 x 3Y 2-Iv w LVI.b -' - W/(2)d 6 x 34 x k' a'-0' NOTE � H O E °' V] W W^ 14'GPI 65's @ Ib"o.c. 14'GPI 65's @ 16'a.c. (o C/] �j co /9/,'TdG PLY.SUB %'TdG PLY.SUBF r LINTELS TO BEAR 8"ON EACH 510E OF OPENING GLUED 6 NAILED GLUED 4 NAILED U2 U I z E Z+ E � 5 x z 2x12 RAFTERS @ 16"o.c. U W. I m 4. H8 SIMPSON HURRICANE TIE INSTALLED @ EVERY RAFTER 3 W/5-10d x V FASTENERS O .. LI W14 x 30 W14 z 74 W14 z 74 WI4 z 74 _ C, �+ mx 3 2-2X6 3.4 3 BONS 116 TNAILS @ 12' x� 3 14"GPI 65's @ 16'o.c l8g..STRAPS @ 16'o.c. tt5's @ 48"o.c. 2x8 P.T.NAILER _ W/V 9 A.B.'s @ 4'-0'o.c. X CONT.BOND BEAM z 3 W!2-tt5's 8"SPLIT-FACE Q 2.1 M kSONRY BLOCKLILI n n� x 2-d b x 3Yx Rs' w LI L5 LS LI L3 LI LI 2 z c1l L LINTEL DETAIL Q z omw LL= �Z �'10 2x12 RAFTERS @ 16"o.c. a - H8 SIMPSON HURRICANE TIE 2nd FLOOR FRAMING PLAN o INSTALLED @EVERY RAFTER Q >— a~' 2-2x61 PLATE,FASTENERS O L SCALE:3/I6'=1'-0' ��� +TOP/STEEL EL.67'4'U.N.O.(±) d' 2z NAILER 2-ft,'x 14"LVL's OLL 3 ROWS I6d NAILS @ 12'o.c. 14'GPI 65.@ 16,o.c. EACH SIDE SEE ARCH'S FOR LOCATION OF 28'xi6'DUCT C A5E WI4 x74 Mg..STRAPS @ 10 o.c. LI LI - 2z8 P.T.NAILER W8 x 28 W/ 0 A.B.'s @ 4'-0'o.c. _ _ - CONT.BOND BEAM W/2-Ws MKS - _ aao er: Rrt - H55 4 x 4_�I I 8'SPLIT-FACE 07/25/2011 1 F G N K MASONRY BLOCK o5123 2- L 6 x 3h x ' 3nB•-P-o° CO COL a LINTEL DETAIL 51 14'GPI 65's @ Ib"o.c. Iq'GPI 65's @ ib'o.c. SCALE 2x NAILER I W/TOP FLANGE HANGERS 2x NAILER w/TOP FLANGE HANGERS TOP/STEEL TOP/STEEL II II II II B- 67'-b° EL.67'-6' II II II II 11 W14 II II H14 II II II IE fie°xb"x 0-811 SSL L+h 2x NAILER 211 BLOCKING W14 CAP E sij xa' z 0-11' I CAP R °z8fz"x 0'-II' I 0- of HSS5z5 14555x6 N 2 SIMPSON STRONG-TIE STRAPS p LST149 SIMPSON STRONG-TIE W/32-IOd x Ike FASTENERS tt w BEAM- COL. CONN. DETAIL BEAM- JOIST DETAIL WOOD PLATE SPLICE CONN. DETAIL SCALE:1"-I'-0' SCALE d"-P-0' SCALE:1•-I'-0 SPEET N0. �JSEtrS 5 2-2xB's 2z12 RAFTERS @ 16"o.c. �€� y'°�;;, __ __ _ __ __ __ __ __ __ [flT T[-T[ __ IT SIMPSON HURRICANE TI— — —— — — — — — —— — — INSTALLED @ EVERY RAFTER W/5-I0d x It'FASTENERS I 2-2z6 PLATE I I d I 14'GPI 65's @ 16'o.c, U m w 18ga.STRAPS @ ib'o.c. 2x8 P,T.NAILER Q° a.7 _ W/%s 0 A.H.'s @ 4-0'o,c, E- U I z m I AM N5's @ 48'o.c. P PETRIMOETER wE/2-05's Z �1," w c �8"SPLIT-FACE Z* E rn 2-2z8's ° RIDGE,BOARI 1 1 2 LL a MASONRY BLOCK DUR-O-WAL REINF. Mx 14'LVL 3; @ Ib'o.c,VERT, m A ARC t W 2x12 RAFTERS @ I6°o.c. I RAFTER-WALL CONN. DETAIL H z V CDX PLY.SHEAT14IN SCALE JP I t� �\ LSTA12 SIMPSON TIE STRAPS RAFTER - RAFTER CONNECTION INSTA L DO@ EVER10dASRAFTER TENERS (Z (s) � Ii a l'Sp (j) � w II —� Q � ROOF FRAMING PLAN SEE ARCH'S LOCATION Z SCALE:3/104-0' OF 22 SQ.11 HAUST OPNG LL 13/41 x 14" LVL RIDGE BOARD LL W Lt- W 3 I O � RIDGE CONN. DETAIL I I I SCALE:1 1/2'=1'-0' t�v L------ ----- +REQUIRED INHERE COLLAR TIES ARE NOT PRESENT. 2-2x8 s R 9r: MKS wxb Br: RM 07/25/2011 2x8's @ Ib"o.c. w F— a 2x12 RAFTERS @ 10'o.c. 2-2z6 PLATE PROVIDE JOIST HANGERS 14'GPI 65's @ 16'o.c. 2xb's @ Ib'o.c. ——--— 18V.STRAPS @ 16'ox. ab P.T.NAILER W/VO A.S.'s @ 4-0"o.c. F CONT.BOND BEAM u_ #5s @ 45'a.c. @ PERIMETER W/2-#5's w 8'SPLIT-FACE ❑ MASONRY BLOCK u DUR-O-WAL REINF.iv @ 16'o.c.VERT. SHEET NO. SECTION @ ROOF OVERHANG SCALE:3/4'=1'-0' tt5's @ y o W E- C:) � � F zoo U �C � 1 E--' z a d a. Z Q @ � ww 16'o.c.. CJ CJ CJjJ CJ U W O W 4 MASONRY REINFORCING PLAN ❑ p Q z L SCALE:3/16'-1'-0' � ` y} Q MASONRY FRONT ELEVATION nU/ Z (j) Q SCALE:3/32'4-0' LL 0 w Q LLI J CJ W Dnw+ev: MKS CKK'D a RM 16' L MASONRY REAR ELEVATION D•,: 07/25/2011 — #5 CONT. OUR-O-WAL RAPID .as wo: 0912E CONTROL JOINT SCALE:3/i2'-I'-0' RAKE BACK JOINT 1/2' AND FILL W/SEALANT - - - w Q /4'TIES @ 16'O.C. I EA,SIDE OF OPENING ALTERNATE (24'ABOVE OPENING) C J C J C CONTROL JOINTS REINF. AT CORNERS REINF. AT WALL OPENINGS 36 CIA.LAP VERTICAAL@LAP'36CIA.MIN. MASONRY RIGHT SIDE ELEVATION SCALE:3/V-V-0' O 1' - tt5 CONT. p 2'INSIDE LAP MIN. DUR-O-WAL @ I6°O.C. C J C J C J C J C J C J (ttq SIDE WIRES) I/4°z I I/2' STEEL ANCHOR @ 32'O.C.MAX. F p 9 2' 2�p° '..', 5HEET NO. TYP. BOND BEAM AT CORNER TYP. WALL REINF. INTERSECTION TYPICAL MASONRY REINFORCING MASONRY LEFT SIDE ELEVATION SCALE:3/37-I'-0' 8'SPLJT-FACE tt5's @ 48"a.c, REINF.BARS NOT MASONRY WALL MASONRY BLOCK 8'SPLIT-FACE tt5's @ 48'o.c. seas 2°x 4'CONT.KEY TO EXTEND PAST JOINT BEYOND MASONRY BLOCK Fr 6 tt5's P 48°O.C. DUR-O-WAL REINF. 15's @ 48'o.c. DUR-0-WAL REINF. �s 30R� z b'-0"LONG @ 16'o.c.VERTICAL x 0'0°LONG _ 2 @ 10 o.c.VERTICAL b'CONC.SLAB W/ ��NOpnoo t 1-2bxb-W2.Axw2.4 WWM 10/10- "CONWIAX, LAB ON 2-tt5's CONT. 2'2VL121 METAL FLOOR DECK WWF REGLEi ON EXPOSED FACE 2-tt5's CONT. FIRST FLCbR SLAB TOP 6 BOTTOM I RST FLOOR SLAB TOP 8 BOTTOM 2°x 4 KE1E' FIEL.56'-0" � � TYP. EXPANSION JOINT -------------- w AT FOUNDATION WALLS +JOINTS NOTOCCUR 4 3 x 3 W/ANCHOR O) MORE THAN AN C. 50-0'APART. c - WELDED TO BEARING Q _ [/U E.. a14's @ 16'ox. >:4's P q'°.<. � w r m NOOK REINF.IF STAGGERED NOT PossIBLE SECTION TNRU DOOR OPENING 2x4 KEY WAY z to Cx..1 1 TO MAINTAIN 2'-0" SCALE:3/4=1'-0 - p Z-,4 � w 3-tt5's CONT. Z ar• F d 94's @ 12"oc. Z umro - - m m C w I z a o CONT.KEY < u4 s P 9 °c. w CORNER BAR OR _' r? DOWEL,SAME SIZE �A1 FDN CROSS SECTION - AS WALL REINF. - SCALE:3/4' =I'-0° ° tt4's @ q'o.c. #4's @ 10 ox. STAGGERED 7 (2)tt_F_ AT CORNER AT INTERSECTION EA.FACE - °PREMOLDED HORIZONTAL WALL REINFORCING JOINT FILLER ADDITIONAL REINF. 6°CONC.SLAB W/ bx6-10/10 WWM 1 AT WALL OPENINGS _ ,o, � _ BA5LTIENT FLOOR SLAB EL.46'-8° w +1),l'AM- AREA, -6"SQUARE 2x4 KEY WAY D SHAPE AREA ALL ADJACENT -tt5's CONT. w ARE IN PLACE 8'SPLIT-FACE tt5's @ 48'o.c. 7MASONRY BLOCK .QZ 96 s @ 48'o.c.x V-0"LONG DUR'o.c.V REINF. B FDN CROSS SECTIONUCTION JOINT � P 16'o.c.VERTICAL iSA -6 SCALE:3/4' =I�-0' 2'-0' 6"CONC.SLAB W/ Y V- 6x6-W2.4xW2.4 WWM Q w COLUMN CONSTRUCTION JOINT TYP. ELEVATION OF CONT. 2-ttS'B caul. Z 3 AT SLAB ON GRADE STEPPED WALL FOOTING FIRST FL�R SLAB TOP 4 BOTTOM O U EL 56'-0° x—+--- 8'SPLIT-FACE tt5's P 48°o.c. MASONRY BLACK - 05's @ 48"a.c. DUR-O-WAL REINF. SEE ARCH's FOR 7j'" qL" x 6'-0°LONG @ 16,C.C.VERTICAL INSULATION REQUIREMFNT5 5'CONC.SLAB W/ 10/10-WI.4xNIA WWF ON 11 2"2VL121 METAL FLOOR DECK 2_05'y CONT. FIRST FLOOR SLAB TOP 4 BOTTOM STAGGERED EL.56'-0' - ortxe+BY: MKS E —————————————— cxxb BY: RM 0 OntE, 07/25/2011 2x4 KEY WAY W14 0g128 mE, 3/10.0-0° 3-tt5's CONT. - BEARING Q i�j'x5'x I'-0' W/Y" x LEVELING R,fix°GROUT TOP/FDN WALL Q^o EL 49'-4° _ _ _N 2-tt5's TOP d BOTTOM tt4's @ 16"o.c. FDN CROSS SECTION STAGGERED w W SCALE:3/4'AC @H FACE E o.c. '�°PREMOLDED EAC TOP/BASEM T FLR SLAB JOINT FILLER EL.46'-8" —•—x— —,— 6"CONC.SLAB W/ N 6x6-10/10 WWM w - BASEMENT FLOOR SLAB TANK PIT t�w ERA 2x4 KEY WAY o N " • - 's CANT. II-stb's EWB a� I FDN CROSS SECTION SHEET NO. CROSS SECTION ��SCALE:3/4' =I'-0° GENERAL NOTES -- _ - ----- �I I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY C L U I I M IV 5 C t 1 L D U L E DISCREPANCY TO ENGINEER BEFORE PROCEEDING WITH THE WORK. zpcH°SETTS 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER AND RECEIVE HIS APPROVAL g _� BEFORE FABRICATION OF MATERIAL. � rz \1 B4 C4 E4 F3 F5 L-4.8 L-3.4 G2 J4 G4 H2 F-2.1 G'-I A4 F6 3. ALL WORK SHALL COMPLY WITH STATE BUILDING CODE. ; ay _ 4. FOUNDATIONS SHALL BE CARRIED TO A SOUND BEARING STRATA IN ACCORDANCE WITH THE 'd E GEOTECHNICAL ENGINEERING REPORT. 5, ROOF DESIGN LIVE LOAD 15 30 P.S.F. CONCRETE: _ I. ALL WORK SHALL BE'IN THE DRY'AND NO CONCRETE IS TO BE PLACED IN WATER. PIER TYPE D C C C E G 2. ALL CONCRETE WORK SHALL CONFORM WITH THE LATEST REQUIREMENTS OF THE AMERICA14 W CONCRETE INSTITUTE. 3. CONCRETE 54ALL HAVE AN ULTIMATE STRENGTH OF AT LEAST 3000 POUNDS PER SQUARE INCH. m 21d AT 2B DAYS. = 4. REINFORCING STEEL SHALL COMPLY WITH THE REQUIREMENTS OF A.S.T.M.SPEC.A-615, U GRADE 60,FOR DEFORMED BILLET STEEL AND A.S.T.M.SPEC.165 FOR WELDED WIRE MESH. O ai an an :n v v .n an v M W W 5. ALL CONCRETE TO BE A MIN.5%(3 1.5%)AIR ENTRAINED. 5t n r 6. MINIMUM CONCRETE COVER FOR REINFORCEMENT: U] FT7 V2 tO N N N N N N N N -11 P4 �. _ = z CAST AGAINST AND EXPOSED TO EARTH- 3" ,z E- U 1 EXPOSED TO EARTH OR WEATHER: d ,n an en O #6 THRU#18- 2" 2 w #5,W33 AND SMALLER= 1 1/2' d O cc N vT ) NOT EXPOSED TO WEATHER OR CONTACT Z u;^ rn Basement sqWITH GROUND,SLABS,WALLS f JOINTS: #11 AND SMALLER- 3/4' BEAMS,COLUMNS= 1 1/2" -+ d F m BASER E I"xil'x 0'-II" E 50 x6'x 0'-6' E I' xll"x 0-11" E�"xll"k 0-11' E 54"x8"x 0-10' E I"xll"x 0-11' E I'xll'x 0-I1' E 74,xll"x 0'-11" E%11 x6"x 0'-6" E 5/8"x8"x 0'-10, 1- x8'x V-Il" E se x5/z"x 0-542 MASONRY: � ELEV BOTT 1. PROVIDE DUR-O-WALL REINFORCING CONTINUOUS EVERY SECOND BLOCK COURSE. c��t PQ EL.54'-q" EL.54'-q" EL.54'-q" EL.54'-q' EL.55'-3' EL. 45'-q' EL.45'-9" EL.45'-9' EL. 55'-7" EL.55'-3" EL.54'-q' EL.54'-7" 2. PROVIDE ONE EXTRA ROW OF OUR-O-WALL ABOVE AND BELOW ALL MASONRY OPENINGS. W w BASE ry' 3. THE MINIMUM COMPRESSIVE STRENGTH Pm,BASED ON THE COMPRESSIVE STRENGTH OF ( z CONCRETE MASONRY UNITS AND TYPE S MORTAR,SHALL BE 1,500 PSI e-.7 e i u e i a n i a : a n i o e i n i u i e e " n a i a e : 4. AT WALL CORNERS,PROVIDE DUR-0-WALL PREFABRICATED CORNER SECTIONS. Q1 w FOOTING 4'-6"xl2'X4'-6 6-0 Xlb X6'-0. 5'-6 xlb x5-6 4-O'xl2 X4'-O 5-6 xtb x5-6 6-0"XI6 x6'-O" 4-6 XI2 x4'-6 3'-0 xl2"x3'-0 3-0 xl2 x3-0' 5. AT WALL INTERSECTIONS,PROVIDE DUR-O-WALL PREFABRICATED TEE SECTIONS,ALTERNATED WITH DUR-O-WALL AT W INTERVALS. 6. OUR WIRES ARE NOT TO CROSS CONTROL JOINTS. REINF 5-#5 EW 8- #5 EN 6- #5 EW 5-#5 EW 6- #5 EN 8- #5 EW 5-#5 EW 4- #5 EN 4-#5 EW 7. DUR-O-WALL AT SPLICES 15 TO BE LAPPED 6". S. TYPE'S'MORTAR AND FINE GROUT SPE SHALL BE USED,UNLESS HOED,AND BOTH SHALL BE IN CONFORMANCE W11H A.S.T.M.SPEC,C-476. STEEL: L STRUCTURAL STEEL SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE A.I.S.C. (J) I ALL MATERIAL SHALL CONFORM TO THE FOLLOWING A.S.T.M.SPECIFICATIONS: Lo j SHAPE A.S.T.M. F min. Fu min. W SHAPES Ag92 50 1 65 I LU M SHAPES A36 36 58 S SHAPES A36 36 58 w Q LU LU CHANNELS A36 36 58ANGLES A36 M PLATES A36 36 58 ^ Q STEEL PIPE A53 GR 8 35 60 L21 SQUARE H55 A500 GR B 46 58 w Q RECT.H55 A500 GR B 46 58 = rn -J Z 2. WELDING SHALL COMPLY WITH THE AMERICAN WELDING SOCIETY'S REQUIREMENTS. t ` Lu 3, SHOP PAINT STEEL NOT ENCASED IN CONCRETE,ONE COAT OF GREY OXIDE. OVA Q 4. STEEL JOISTS WALL BE DESIGNED,FABRICATED AND ERECTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE STEEL-015T INSTITUTE. 5. CONNECTIONS SHALL BE A.I.S.C.STANDARD,UNLE55 NOTED.SHOP CONNECTIONS SHALL BE O 7- WELDED,FIELD CONNECTIONS 514ALL BE MADE WITH 3/4'9 HIGH STRENGTH BOLTS,UNLESS NOTED. Z z W �-Q I 6. HIGH STRENGTH BOLT A.S.T.M.A-325 CONNECTIONS SHALL COMPLY WITH THE REQUIREMENTS L.L N OF THE RESEARCH COUNCIL ON RIVETED AND BOLTED STRUCTURAL JOINTS. LU = 1 J Q W 3 Lu U i S T R U C T U R A L L O A D S L11 � I DESCRIPTION MSBC DESIGN LOAD UNIFORM LIVE LOADS 1607.3 250 PSF ROOF LIVE LOAD 1607.11 30 PSF MKS SNOW LOAD 1604.10 30 PSF aKb.: RM FLAT ROOF SNOW LOAD 1604,10 30 PSF on,e 01/25/2011 Ogi25 PONDING 16N.5 N/A SME: AS NOTED I DRIFTING SNOW LOAD 1610.E N/A R BA51C WIND SPEED 1604.10 120 MPH a WIND EXPOSURE 1609.1 EXPOSURE B n 1 i WIND PRESSURE 1609.1 37 PSF j SEISMIC DESIGN CATEGoRr 9.4.2 GROUP B 0 SITE CLA55 q.4.1.2 D v I SDI 9.4.2 .0&64 SD, 9.4.2 .213 _ W. 1 STRUCTURAL SYSTEM 9.4.2 INTERMEDIATE REINFORCED SHEAR WALLS z j MODIFICATION FACTOR 0.4.2 3%2 w DEFLECTION FACTOR 9.4.2 2%4 ANALYSIS PROCEDURE 9.5 9.5 o m i 5HEET NO. i S-7 B 1 A 4-#7's �uS IPin S y3l 4"CONC.SLAB w/ 6x6-W2.4XK2.4 WWM ON H555x5x 6' I H55Sx 5x COMPACTED GRAVEL I - z�a= TOP/SLAB A, 4-#7's '�'awr,05 — —'—` EL. -e *13's @ 14'o.c. � 4-#7:s BASE L�s°x8°x d-10° W/4- I - FIRST FLOOR SLAB 0 o EL.56'-o' TOP/PIER DETAIL @ PIER 'A' ------------ EL. 4'-8° BOTT.BASE a �' SEE ARLH's FOR III rl SCALE INSULATION REQUIREf1ENT5 BASE a °�°zll'x 0'-II' 11 II wl4 - — #3C)'s @ 14'o.c. #3❑'s @ 14° y"LE'FLING e I W/4-54°A A.B.'s O F II it V] W W O W/ GROUt 4-#7 DOWELS e 3 In WCt'. I #312's @ 14°c.c. DETAIL @ PIER 'C' DETAIL @ PIER 'E' z o 4-#7's SCALE:3/4'=1'-0' SCALE 3/4=1'-0 #30" @ 14"ox. 4-VO A.B.'s 7 I A max . : J 6x PIER + + 0 #5's @ 48' PIER 'C' @ COL. G'-1 B°SPLIT-FACE w MASONRY BLOCK , .t BASE a II'x 01-11' HISS 5 z 5 x " (SEE COL.SCHEWLE SCALE:3/4'=I'-o' DUR-O-WAL REINF. FOR E THICKNE55) @ 16'o.c.VERTICAL 4° SLAB W/ U° 6x6-W2.4zw2A WWM ON BOTT FTG. s #5's @ 48'o.c. • EL. '-B' 055 5 x 5 BA E e /a Wx 0'-10' x 6'-0'LONG 6'COMPACTED GRAVEL o. 5-95's EWB 11" X 11 FIRST FLOOR 5LAB '_" T EL. BASE P DETAIL PIER 'A' @ COL. B4 SCALE:1 12=r-o uss 4 x a x H CAL. SCALE:3/4°=1'-0" BOTT.BEARING E 4_nt A-5/f9 A.B.'s EL.54'-9" oa— SEE ARCH's FOR BASE a 5'x6°x 0'-6' INSULATION REQUIREMENTS WELDED TO BEAM PIER 'C' I FIRST.FLOOR SLAB V/ BASE >� DETAIL 1 BASE e LEVELING o'-o' cy�-O" I I W/'�"LEVELING e 6 "GROUT J �/ _ ____---____ SCALE:I°=I'-0' ' 4-)4°m A.B.'s — w LU 4- 80TT.BASE e 0 Q I #7's #3O's @ 14" WIA x 30 1 4 #7's w BOTT.BEARING E EL.54'-3' 5TIFFNER e u _ FIRST FLOOR SLAB I ,\ �I 4 u4 B RING a 5/s'x8°x I'-2' „ _ EL 56'-0' u3d's @ W"o.c. BA5E a 5/5'Wx 1'-2' 1'-0'W ',z -- W/Y;LEVELING I-,5<4 GROUT WI4 PIER ' @ COL. A 1 w� Q N W/2- O A.B.'s W14x48 �Z 4-#7's _ 0 SCALE�3/4'=1'-0' — _ BOTT.BEARING e DETAIL @ PIER 'B' #s�'S @ 14'o.c. p-W i—d SCALE STIFFNER a EL 54'-3f = A z Ll- II I CO I'-O'WALL I r ll.': BEARING a 1''z10'x V-2° III 2-1° AB.'s ` � 3 W/Y�'LEVELING e,�'GROUT y w/2-VO A.B.'s I PIER 'C' @ COL. F-2.1 _ Q SCALE:3/4'=1'-0' PIER C BEARING ft' DETAIL BASE a xB°x o'-n° 4-#7'S T BA5 a 14'XIO'x I'-2' SCALE 4 8'PIER 1'-O'WALL N55 5 x 5 O PIER 'B' @ COL. L4, F4 4 SCALE PIER 'B' ortmsr: MKS 2M BEARING }� DETAIL aro o•: _ SCALE o.re 07/25/2011 .x>B xu 09120 AS NOTED F F o ���z a-#7's PIER 'D' � / BEARING R DETAIL a o NSS5x5x " 6 = SCALE:I I12=I'-0' 1, 4-#7's 6 FIRST FLOOR SLAB x I I H55 4 z 4 x „ EL.56'- ______________ 8"MASONRY BLOCK BEYOND I, #3 Q's @ 12°o.c. �7'=q" l ° W BASE a V x5Vx C'-A' N - z BOTf.BASE e 6 3 x 3 W/ANCHOR #30 WELDED TO BEAM 's @ 14'o.c. FIRST FLOOR SLAB 1 WELDED TO BEARING e PIER DETAIL < II I EL.56'-0" - SCALE:I'=f-d �I eorr.BASE e 1 J DETAIL @PIER 'D' w/y;LEVELING e t�i GROUT = CL #3CPs @ 14"o.c. SCALE:3/4=1'-0' m C I 2-VO A.B.'s ru �O s @ 14'a.c. 6° tt # 4-#7'S PIER 'D' @ COL. F5 $ F3 SCALE:3/4'4-0' PIER 'G' @ COL. FG SNEET N0. PIER DETAIL SCALE:3/4'=1'-d �r1 1——SCALE _4Y,OSETTS PLUMBING GENERAL NOTES 1 1. ALL PLUMBING INSTALLATION MATERIALS, TESTS, AND APPROVALS SHALL BE �w ,m PLUMBING FIXTURE SCHEDULE ABBREVIATION IN ACCORDANCE WITH THE STATE PLUMBING CODE AND LOCAL CODES AND '6 \ PLUMBING GENERAL LEGEND ORDINANCES. INCLUDE ALL COSTS FOR PERMITS AND TESTS AS REQUIRED BY TAG No. FIXTURE MANUFACTURER AND MODEL COLD HOT SAN VENT REMARKS AFT ABOVE FINISH FLOOR LOCAL AUTHORITIES. WATER WATER co CouT IRON E DavN 2. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL TWO NEW BACKFLOW PREVENTERS P-1 AOA WATER CLOSET ZURN MODEL Z-5660 1" _ q�� 2" PROVIDE Z-59555S-EL SEAT, a CAST IRON Z-6OOOAV-WS7 VALVE Hw HOT WATER ONE FOR THE NEW FIRE PROTECTION CW can WATER N SERVICE AND ONE FOR THE DOMESTIC WATER SERVICE. �j THE OUTLET OF THE FIRE PROTECTION BFP UNIT SHALL BE CAPPED FOR CONTINUATION CO CLEANWT ----- BY THE FIRE PROTECTION CONTRACTOR. z r E ZURN ONE-SYSTEM MODEL PACKAGE INCLUDES Z-5338 FIXTURE cour CONTINUED G CAS PIPING P-2 WALL HUNG ADA LAVATORY i/2" i/2" i-1/2" 1-1/2" Z-83184 FAUCET, Z-8746 DRAIN Z-5336.135.3.07.49.E P-TRAP SUPPLIES TRAP COVER CTE N ECT TO E,oSTWC - M LID t O P-3 ONE PIECE SHOWER STALL FLORESTONE MODEL 42-3W 1/2" 1/2" 2" 1-1/2" SHOWER VALVE, SHOWER HEAR PROVIDe ZURN T cw COLD WATER Eco ENO clrnuour 3. BELOW SLAB STORM, WASTE, AND VENT PIPING SHALL BE STANDARD WEIGHT CAST IRON p �. 42 36 NOMINAL STALL SIZE BRASS STRAINER CWr caO WATER FILTERED ® FD FLOOR oRaN WITH BELL AND SPIGOT FITTINGS. Ln N 0)M O P OVIDE TRAP. DRAIN WITH DN ooWN DO FD FLOOR DRAIN ZURN MODEL Z-415 - - 3" 2" STRAINER TRAP PRIMER FfRINGS �FCO Eco FLOOR ctEANouT 4• ABOVESLAS SANITARY, STORM, AND VENT PIPING SHALL BE STANDARD WEIGHT CAST IRON WITH Q N d'CO OILET DRAINS W PRIMER DWG DRAWING 0 FFD FLOOR MAIN WITH FUNNEL 4-BAND NO-HUB CLAMP FITTINGS. Q LLD rn FFD FUNNEL FLOOR DRAIN ZURN MODEL Z-400 - - 3" 2„ PROVIDE TRAP. DRAIN WITH Eco END aEAuour CD C� W U 'E' STRAINER WITH INTEGRAL FUNNEL 15 FS FLOOR SINK Z O ^ U FW.El. FINISH FLOOR ELEVATION 5. WATER PIPING SHALL BE TYPE 'L' COPPER WITH LEAD FREE SWEAT FITTINGS. E I� oO� REFRIGERATOR FLOOR PROVIDE TRAP. DRAIN WITH F11Y HOT WATER W SANITARY PROVIDE VALVES AT ALL BRANCHES AND AT EACH FIXTURE. w E FOR DRAIN ZURN MODEL Z-320 - - 3„ 2„ RECESSED HINGED GRATE W SANITARY BELOW FLOOR HOT WATER PIPING SHALL BE 1" INSULATED. COLD WATER PIPING SHALL BE 1/2" INSULATED. Z a Z`-' IW INDIRECT WASTE FS FLOOR SINK ZURN MODEL Z-1900 - - 3" 2" NOMINAL 12"X12"X6'WITH 1/2 —O IW CONDENSATE DRAIN O J GRATE, DOME STRAINER P� FIKIURE NUMBER VENT��FLOOR 6. GAS PIPING 2-1/2" SIZE AND SMALLER SHALL BE SCHEDULE 40 STEEL WITH THREADED FITTINGS. CD (V p W Z Q GAS PIPING 3" SIZE AND LARGER SHALL BE SCHEDULE 40 STEEL WITH WELDED FITTINGS. z 3 z PCO FLOCdt CLEANWT W O FCO FLOOR CLEANOUT ZURN MODEL Z-1400 - _ MATCH _ G NATURAL GAS V VENT BELOW FLOOR 7, CONTRACTOR SHALL PROVIDE TO OWNER ONE YEAR GUARANTEE ON ALL 2 Q PIPE OC GENERAL CONTRACTOR i WATER SERVICE BPLL VALVE MATERIALS AND WORKMANSHIP, W 0_Ll W INV INVERT w- BUTTERFLY VALVE W/MEMORY STOP $ THE PLUMBING CONTRACTOR SHALL BE HELD RESPONSIBLE TO HAVE VISITED 750,000 BTU HOUR INPUT, NOMINAL IW INDIRECT WASTE N CHECK VALVE THE SITE PRIOR TO SUBMITTING HIS ESTIMATE AND TO HAVE EXAMINED AND HWH-t WATER NEATER A.o. SMITH MODEL BTH-150 i" 1" - - 100 GALLON STORAGE.ISE 214 GAL/HR NTS NOT TO SCALE T GAS SERVICE BALL VALVE FAMILIARIZED HIMSELF WITH THE SITE CONDITIONS OF THE PROJECT. HE SHALL RECOV RY AT 100A R NIC N07 IN CONTRACT GATE VALVE COMPARE THE DRAWINGS AND SPECIFICATIONS WITH THE RESULTS OF HIS NOTE SAN SANITARY D CAPPED PIPE EXAMINATION OF THE SITE AND ASSURE HIMSELF THAT ALL REQUIREMENTS FOR A COMPLETE PLUMBING SYSTEM MAY BE FULFILLED. NO EXTRA PAYMENT WILL SD STORM DRAIN ELBOW UP OR RISE BE ALLOWED TO THE PLUMBING CONTRACTOR BECAUSE OF UNFAMILIARITY 1. ALL A.D.A. PLUMBING FIXTURES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE HANDICAP ACCESS CODE AS APPLICABLE. TYP TYPICAL > ELBOW DOWN OR DROP WITH THE SITE CONDITIONS. • 2. PROVIDE ALL CARRIERS AND SUPPORTS REQUIRED FOR THE INSTALLATION OF ALL PLUMBING FIXTURES. FIXTURE V R VENT THRU ROOF _ He HOSE BIBS 9. IT IS NOT INTENDED THAT THE DRAWINGS SHALL SHOW ALL DETAILS OF CON- CARRIERS AND SUPPORTS SHALL BE AS RECOMMENDED BY THE FIXTURE MANUFACTURERS V VT �• IT NO I HOWEVER, THE PLUMBING SUBCONTRACTOR SHALL BE REQUIRED TO 3. SUBSTITUTIONS WILL BE CONSIDERED AFTER OBTAINING WRITTEN APPROVAL FROM ARCHITECT FOR PROPOSED FIXTURES. STRAINER FURNISH AND INSTALL ALL MATERIALS NECESSARY TO COMPLETE THE REQUIRED T w/ vn H 1 4. ALL WATER, WASTE PIPING AND VALVES UNDER ADA USE SINKS SHALL BE COVERED WITH 'TRUEBRO' PRE-MOLDED WH NON—FREEZE WALL HYDRANT �I• UNION SYSTEM IN ACCORDANCE WITH THE BEST PRACTICE AND TO THE FULL EXTENT INSULATION WITH PVC JACKET OF THE DRAWINGS AND SPECIFICATIONS. THE PLUMBING SUBCONTRACTOR 5. CONTRACTOR SHALL BE RESPONSIBLE TO CONFIRM LEFT/RIGHT HAND CONFIGURATIONS FOR WATER CLOSETS, TUBS, ETC. SHALL FURNISH AND INSTALL ALL PARTS WHICH MAY BE REQUIRED BY THE 6. WATER HEATER SHALL BE PROVIDED WITH SAFETY PAN, VACUUM BREAKER, RELIEF VALVE, AND DRAIN VALVE. DRAWINGS AND OMITTED BY THE SPECIFICATIONS, OR VICE VERSA, JUST AS THOSE REQUIRED BY BOTH. SHOULD THERE APPEAR TO BE DISCREPANCIES --- OR.A QUESTION OF INTENT, THE PLUMBING CONTRACTOR SHALL REFER TO THE ARCHITECT/ENGINEER FOR DECISIONS, FURTHERMORE, HIS INTERPRETATION SHALL BE FINAL, CONCLUSIVE, AND BINDING. 10. WITH THE SUBMISSION OF BID, THE PLUMBING CONTRACTOR SHALL HAVE W (� AGREED TO HAVE INCLUDED THE COST OF ALL REQUIRED ITEMS IN HIS 1 PROPOSAL AND THAT HE WILL BE HELD RESPONSIBLE FOR THE APPROVED SATISFACTORY FUNCTIONING OF THE ENTIRE SYSTEM WITHOUT EXTRA Q m COMPENSATION. LL 11. CONTRACTOR SHALL FURNISH AND INSTALL MANUAL AIR VENTS AT SYSTEM HIGH 0 Z POINTS AND HOSE BIB DRAINS AT LOW POINTS. 0 J — ¢ I 12. ALL PIPING PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE FIRE CAULKED. Z 0d L C USE U.L. LISTED ASSEMBLIES AT PVC PIPE PENETRATIONS (3M OR EQUAL). Q G 13. ALL SANITARY LINES 3" AND SMALLER IN SIZE SHALL PITCH AT 1/4" PER FOOT. J ALL SANITARY LINES 4" AND LARGER IN SIZE SHALL PITCH AT 1/8" PER FOOT. m U) W Z 14. ALL PORTIONS OF THE WATER AND GAS PIPING SYSTEMS SHALL BE PRESSURE TESTED WITH W w Z COMPRESSED AIR FOR 2 HOURS AT 150 PSI. NO LOSS OF PRESSURE SHALL OCCUR. ALL DEFECTIVE FITTINGS AND PIPING SECTIONS SHALL BE REPLACED UNTIL PRESSURE TEST PASSES. 15. CONTRACTOR SHALL CONFIRM ALL PLUMBING CONNECTIONS AT FIXTURES BEFORE INSTALLING Z U ROUGH IN PIPING. 16. PRESSURE TESTING SHALL BE CONDUCTED BEFORE CEILING AND WALL FINISH LAYERS ARE INSTALLED. 17. CONTRACTOR SHALL FURNISH AND INSTALL A SAFETY PAN WITH SIDE OUTLET UNDER EACH HOT WATER HEATER, PIPE THE SIDE OUTLET TO JANITOR ROOM SERVICE SINK. TYPE 'L' COPPER FOR INDIRECT WASTE PIPING. REVISIONS 18. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL TYPE 'M' COPPER DRAIN LINES JULY 15,2011 FROM HVAC FAN COIL UNITS TO NEW SANITARY RECPTORS VIA AIR GAP FITTINGS. 19. PLUMBING CONNECTIONS TO FOOD SERVICE EQUIPMENT SHALL BE PER FOOD SERVICE CONSULTANTS PLUMBING ROUGHIN PLANS. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN THESE DRAWINGS PRIOR TO ROUGHING IN ANY PIPING. THE INFORMATION ON THESE DRAWINGS IS BASED ON THE LATEST AVAILABLE INFORMATION AT THE TIME OF DRAWING ISSUE, 20. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL A TRAP PRIMING SYSTEM FOR THE TOILET FLOOR DRAINS. 21. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL SCH 40 CPVC VENT AND COMBUSTION AIR INTAKE PIPING FOR ALL HVAC UNITS AND THE DOMESTIC HOT WATER HEATER. 22. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL TYPE 'M' COPPER DRAIN LINES FROM FOOD SERVICE EQUIPMENT INDIRECT WASTE CONNECTIONS TO FLOOR RECEPTORS VIA AIR GAPS. 23. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL TYPE 'M' COPPER DRAIN LINES FROM WALKIN COOLER AND FREEZER EVAPORATOR UNITS TO FLOOR RECEPTORS VIA AIR GAPS. INSULATE DRAIN LINES WITH 1" PIPE INSULATION WITH PVC JACKET. HEAT TRACE FREEZER EVAPORATOR DRAIN LINES. 4 24. THE PLUMBING CONTRACTOR SHALL PROVIDE A DRAIN PAN, VACUUM BREAKER, RELIEF VALVE DRAWN DRAIN VALVE, AND VENT TERMINAL KIT AT THE DOMESTIC WATER HEATER. CHECKED 1 SCALE AS NOTED DATE MAY 24,2010 m f TITLE PLUMBING GENERAL NOTES,LEGEND, AND FIXTURE SCHEDULE SHEET P-1 SHEET 1 OF 8 A us�TTS B C D E F H J 1 L, wpP z �NOW{i0 U � Z M E N U o —_—. OLO N- r7 �OJ a CO cm ;-o 0 r ZTAIR ELECTRIC ROOM Z r.U W N E v CO E \ UP �� j ji�•` Z o OZ N0ZZa --- Z-- --2O '---'--'-- 3" 3" 2 O Q 3„ \.J W CL Lai W �2" >ANEE<ZLIR 3" 0 84"SANITARY „ 2 •: INTO BUILDI I 3„ C C BY SITE q 4" 0 4 O Ut 2 O O 9 4" FOUNDATIO n 2" CO - O 4" 3„ � C I —_-- 2"PUMPED _ _ 1 I 3O 2" CO SANITARY DROP 1 AND CONNECT 2: q° BASEMENT LOBSTER WATER INTO VERTICA try 4" 11 2" TANK ROOM L GRAVITY ORO "� Lu 2" 2" 2"VENT OFFSET AT 2" 1D — W W UNEXCAVATED 2" BASEMENT CEILING Q �•••-• II \� O O m cn 0 3 D 3" Z Q Q 4 .6g.__.__..._ " 4" --...�..._ CC UP TO CO 4 UP TO CO 4 4' Q 0 L 3"FD _ 3" j cn (n 3„ [� L LI Z 3 W Q 2 __.._.—_..__ �yY} O 3" 4" N Z U CLl Z J 3" 3" 4" GREASE SANITARY REVISIONS 3" INTO BUILDING BY SITE 7.20-2011 ADDENWMtt1 KEYED NOTES THIS SHEET CONTRACTOR. INV 51.83' 1D 2"VENT UP 3" AT FOUNDATION Q2 2"GREASE SANITARY UP 2 I 4 C04" 03 3"GREASE SANITARY WITH TRAP UP TO FLOOR DRAIN O I 1 ® O 3`GREASE SANITARY WITH TRAP t„UP TO FLOOR SINK I� \ I 4" DUPLEX SEWAGE EJECTOR FOR BASEMENT FLOOR DRAINS. OS 3`GREASE SANITARY UP 30"DIA X 36"DEEP BASIN WITH © 3`GREASE SANITARY WITH TRAP UP TO COVER(GRAINGER STOCK#4RK42) TRENCH DRAIN FCO SUMP 1 DUPLEX ALTERNATING CONTROL O7 2"VENT RISE AND OFFSET AT NT PANEL"%asV VOLT- is-YHP BASEMENT CEILING 3" 3 4" 0DUAL TEEL YsHP SUBMERSIBLE ® 4"SANITARY UP © O R,N LE OM FEET HE DU EACHS(GRAINGER 0 GPM AT 20 STOCK Q9 2"SANITARY UP 4" 4"CO NUMBER y4NX05) CHECK VALVE WITH SHUTOFF ON ® 3"SANITARY WITH TRAP UP TO FLOOR DRAIN L — L-4— 4"FD EACH PUMP DISCHARGE, PROVIDE O $" — 2-- " FLOAT SWITCHES. 11 2"SANITARY NTH TRAP UP TO MOP BASIN — L —� DRAWN. © 2"BATTERY VENT UP —_-- —_---^--��-�--- VvX CHECKED:AEM SCALE 114%1•-0' DATE JAN 28.2011 V6,LL SLAB PENETRATION SHALL BE COORDINATED TH TITLE p E STRUCTURAL ENGINEER AND THE GENERAL BASEMENT WASTE j 1 J ONTRACTOR. LOCATIO SON PLAN BASED ON DES GN AND VENT PIPING HASE COORDINATION ONLY. LAYOUT / SHEET F G G H P-2 SHEET 2 OF 8 i I SceUSE � _ 32 A B C D E F '"nrao eel I I 1"I.W. DROP FROM ICEFLAKE --------- O K 1-1/4- D OFFSET RAN DROP T Z N p INTO FFD ON N N 't n _-_--- o O n(� 06,0 CO CO O m FFD D "' 7 "lw 1^Iw 3:°Iw _ I w 1� o o E co co co co "IW / Z 0-5 Z o J C N-6 L'i Z 3: Z 10'-5"z V-6" UP / I� TABLE w O X 14 3"FD 3"FD-_. .—.—. I TA 3"FD I 3 W Q.<w ® ®FD _�-.--- �.�_ -- FF0 ro OFFSET DRAIN FROM TR2"x 84• _ Ji I I SECOND FLOOR ICE FLAKER 12 x� 4. / FUTURE ABOVE COOLER BOX ® RepSTER '+ 3 9�3 F©® PAPER j - S-TE DISPLAY TABE 3"FD REGISTER OFFSET AND DROP 1" FD a INTO FUNNELLLFLOORINS DRAINS ---i 3"FD ® F-2' � 1a' sssFD 114ICE FLAKER ABOVE T DOWN 2" IN CHASE 1 O ? 3"FD I 3 FD ® O "I FFD 2 2" 2° 2„. TABLE - - - - J 2" ❑ ! y I n 2"VENT DO ❑ ❑ I S W W co REaSSTTER DRAINAGE BY OWNER E n O m co K O Z LOBSTER TAN --- z I, Z Q 3"®® 3"F�14 ®14 FD ®D - F03® FD �_ co � '^ FD FD FD FD ® 14 14 ! Z � ® mLL. w7 OFFSET AND DROP 1" 7-A—AGE LSTEAMER TANK DRAIN ---INTO I TANKDD n OrFFp�141 DBY OWNER N a ¢ wQ >- -- -- Z U 2 D D D ❑ ! j f t.7 - - 1 2" i, Ij 3'FD 3'FDR REVISIONS i ! FD Fq 7-26 011 ADDEMMM IM KEYED NOTES THIS SHEET I 1Q 3"VENT UP 1© 4"GREASE SANITARY DOWN FROM FLOOR SINK z� I 3'a"I.W. I / I Q2 2'VENT DOWN&RISE- COORD WITH CONC SLAB � 2"GREASE SANITARY DROP WITH TRAP AND C.O., 1-1/2" 1-1/2" 0 0 O3 2'VENT UP V. RISE, 2"GREASE SANITARY DOWN Yr�F— -1e 1 . ® 1-1/2"GREASE SANITARY DROP WITH TRAP AND C.O., 0 3"SANITARY DOWN FROM FLOOR DRAIN 1 37 1-1/2"V. RISE, 2'SAN DOWN 1® 2"SANITARY WITH TRAP UP p I " - L " - 05 1-1/2'SANITARY DROP WITH TRAP AND C.O.,1-1/2"V. RISE, 2 SAN DOWN 19 CONNECT 1-1/2'I.W.FROM STEAMER INTO TRENCH DRAIN 2 2 j " �. 1 © 2"SANITARY UP - I Q7 2"SANITARY DOWN- COORD WITH CONCRETE SLAB 3"FD t 2 ® (V.RISE, 2 SAN DOWN-COORDINATE WITH SHAFT 2)1-1/2"°SANITARY DROP WITH TRAP AND C.O., 1-1/2" ®' i�q® 3"FD 0g 4^SANITARY DOWN ©0 4"SANITARY UP DRAWN:WK ! I — - -- - it 3"SANITARY WITH TRAP UP 19 CHECKED:AEM © 3"SANITARY DOWN i�- 1 SCALE 1/4°=1'-0• ® (3)2"GREASE SANITARY DROPS WITH TRAP,FLOW `./ DATE JAN 28,2011 REGULATOR AND C.O.,2"V. OFFSET AND RISE,3"GREASE TITLE SANITARY DOWN GROUND LEVEL 1 IS 3"GREASE SANITARY DOWN FROM FLOOR DRAIN (OR FUNNEL FLOOR DRAIN) LL SLAB PENETRATION3 SHALL BE COORDINATED TH WASTE LAND VE AYOUT HE STRUCTURAL ENGINEER AND THE GENERAL PIP ONTRACTOR. LOCATIONS ON PLAN BASED ON DES GN SHEET RASE COORDINATION ONLY. - P-3 SHEET 3 OF 8 F G G H H I i `MUSE T P Z u, � uw z y V O Z pT E t` N p _u 7 U O d-T n 0 N y O 00 10 n ID Q !n _ ID _ Z O U v� O DN W u- 00�� Z N 0 Z O Q W O X =QI W D L2 L lop. ^2 DESK DESK CLOSET S� / 3AW LB& SHOWER j O o BENCH STORAGE � ACCOUNTING 2 Ll FDFILE Q UNIT 0O SHELF SHELF SHELF SHELF STAIR 1 O O O O N W o WW 1"I.W.DOWN STORAGE S GE 7 O m co 0 Z_ UNIT3"SCH 40 CPVC VE T AND COMBUSTION AIR Q Q INTAKE PIPING TO W TER HEATER. PIPING O Z SHALL TERMINATE T ROUGH ROOF VIA ONTDI LOOK 0 VENT/INTAKE TERMIN LS. TYPICAL ..I HWH m W Z d Q ZU = HEIGHT ALONG THIS WALL 3'.B'.r- REVISIONS � 3ULY 15,2011 MVAC KEYED NOTES THIS SHEET LB+a Q 3"VENT DOWN AND UP THROUGH ROOF DucrNEATt FLOORF-1 O2 2"VENT DOWN &RISE Q3 1-1/2'SANITARY DROP WITH TRAP AND C.O. 1-1/2 V. RISE, 2"SAN DOWN ® 4"SANITARY DOWN OS 2"SANITARY DOWN 1 © 1"I.W.DOWN FROM ICE MAKER PAN p THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL SCH 40 CPVC VENT PIPING MAKEUP AND COMBUSTION AIR PIPING FROM FURNACE TO ROOF. TERMINATE IN WITH NIIT CONCENTRIC VENT TERMINAL. COORDINATE 600 Ul REQUIREMENTS WITH THE HVAC CONTRACTOR DRAWN:WK ® THE PLUMBING CONTRACTOR SHALL FURNISH CHECKED:AEM AND INSTALL TYPE'M'COPPER DRAIN LINES FROM FURNACE DRIP CONNECTIONS AND SCALE V4•=1'A• EVAPORATOR COIL DRAIN CONNECTIONS DATE MAY 24,2010 PIPING SHALL DROP AND TERMINATE AT A FLOOR RECEPTOR AT THE FIRST FLOOR. — — _- —- TITLE SECOND LEVEL WASTE AND VENT PIPING LAYOUT SHEET P-4 SHEET 4 OF 8 �5 pSFTTS L 5p4o - Naf CJ O Z M 1T 0 N I Lrt ------- OC/) 004 -- — ----=1 V) O oOp Q in co a CD cm W O o STAIR ELECTRIC ROOM Z O r i-.11 2 W E N �60- W Li- O O z O Z Z Q O Q d La W W 1-2"CW UP z"cw SUB- NDER - - 0 AN EEZER OVE _ _ Q3 __-- HVAC UNR TCW N CF&IR "EXCAVATED � I +-1"G BASEMENT LOBSTER WATER TANK ROOM LL O -- — w W UNEXCAVATED o LL LL O Z --__ Z cQQ CL D co m � WZ Fh wa � � I I 2" W REVISIONS 7.2$-2D11 ADDENDUM%1 KEYED NOTES THIS SHEET i CAPPED 1`WITH BALL VALVE 1Q Yz"CW UP TO FROST PROOF SILL COCK FOR CONNECTION TO OWNERS 2 GAS LINE UP. SIZE AS NOTED I IRRIGATION SYSTEM t" REDURESSURE ZONE Q CONNECT GAS TO HVAC UNIT. PROVIDE UNION,REDUCING PRINCIPLE 9�CK QW PRE NTER CW NEW 2"REDUCED BUSHING, SHUTOFF VALVE,AND 6"THREADED DRIP LEG, \\ PRESSURE ZONE TYPE 1"METER FO IRRIGATION STEM BACKFLOW PREVENTER AND EITERIOR OSE COCKS NEW 4" OUBLE C NEW 1-1/2" WATER METER. PROVIDE BA FLOW PREVEN R BY REDUCERS AND UNIONS. PLUMBI CONTRACTOR. CAP OUTLE CONTINUATION FROM NEW 2"DOMESTIC WATER OUTL T BY FIRE PROT CVp,Q�.NKLE ROOM SERVICE INTO BUILDING BY CONTR CTUR: SITE CONTRACTOR. SPACE FOR FIRE PROTECTION PLUMBING CONTRACTOR EQUIPMENT(BY F.P.CONT'R) \ T^ — SHALL CONNECT NEW 2"CW L- / -�I l ----�� DRAWN:1ryK CHECKED:AEM SCALE lvatr-Cr i DATE JAN 28.2011 NEW 6"FIRE PROTECIION SERVICE INTO BUI ING BY SITE I TITLE CONTRACTOR. PLUMBING BASEMENT WATER � � ALL SLAB PENETRATIONS SHALL BE COORDINATED WITH CONTRACTOR SHALL CONNECT NEW s"NTH 6" a"REDUCER. AND GAS PIPING THE STRUCTURAL ENGI EER AND THE GENERAL LAYOUT CONTRACTOR. LOCATI NS ON PLAN BASED ON DESI N SHEET PHASE COORDINATION ONLY. UNLESS SPECIRE OTHERWISE ALL BRANCH WATER LINES SE VING INDIVIDUAL F C G H FIXTURES SHA NOMINAL Y2"SIZE. P—5 SHEET 5 OF 8 EM. MyOW no 0 H 'o, a.,ct Lo 0 00 0 2 < 0 r,—U FFD D� If—R3 :) j E < 6, 1 0 II TABLE LEI om<x t < 11 LLJ 0 FD Fb- ?5.—F�; m FFD cr, 1 III I lrx X1 W DROP TO PRME'T)4 PLUMBING_ p,,b 2=2 lulu�l - S TRAP UClT;..NE., )j*1401 .7, RARER PRIME OUTLET TOLEIt T! W, TOILET :-OOR DRAIN I CW UP TO ICE CURER (2)@ SECOND FLOOR TRAPS. E REGISTER W UP 2"CW DOWN L FD 0 0 FD x W-VCW -CW UP /2 HYX UP 4W go 1 49F H% FFDo I OZ7 )-F HW, Y2-HYR Lu F01 Uj LU 0 U) 1"G H 0==[: 4 u- m cf) 0 Z HVAC 0 'ISCFMR ........ Z �147- UNrr "G P 0 0 cl; H FD FD 0 �1�2 G 1-1/4-G FD F-2`G FO 0 F"---'- — al F FID D Lu Im w z 0 z 0 m 0 0 0 0 Fe \J ll."CN. 14o HW, 110 HW. V HWR ID 0 REVISIONS FD JULY 15,2011 7 7-26-2011 ADDENDUM#1 KEYED NOTES THIS SHEET @ GAS LINE UP. SIZE AS NOTED (D X"CW&X" 110-F HW DROP TO LAVATORY I I - E GAS LINE DOWN. SIZE AS NOTED V'CW TO FREEZEPROOF SILL COCK,)k"CW DROP B 2-1 2" 1 G )V'CW DROP TO SILL COCK iq A F L FS—T BUSHING,SHUTOFF VALVE, AND 6' THREADED DRIP LEG. VCW DROP AND SPLIT TO TWO SILL COCKS ,THE i N 0AS'SERVICE AND CONNECT GAS TO HVAC UNIT. PROVIDE UNION, REDUCING zci NEW UTILITY THREADED DRIP LEG A'BASE OF THE GAS DqROP PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL 1"CW DROP TO WATER CLOSET. FURNISH AND INSTALL COMPANY. CONNECTED A'HONEYWELL'MODEL E3SARC0 CARBON MONOXIDE MECHANICAL WATER HAMMER SHOCK ABSORBER "GAS MANIFOLD AT 1 2 GAS SENSOR/ALARM/CONTROLLER UNIT. THE ABOVE FLOOR DEMAND 1,473 CF/HOUR PLUMBING CONTRACTOR SHALL HIRE A LICENSED (g) VCW&V 140-F HW DROP TO FAUCET AT COMMERCIAL SINK EF ELECTRICICAN TO FURNISH AND INSTALL ALL REQUIRED 3"G DROP IN CHASE WALL LOW VOLTAGE WRING. CONNECT)�"HWR TO HOT WATER(110-F OR 1407)AT THIS POINT. I FD 0 AND CONNECT TO METER FURNISH AND INSTALL A NEW BALL VALVE IN THE HWR PIPE, —I LOW X"CW TO STEAMERS, FURNISH AND INSTALL A NEW NOMINAL V INS AL CA SE OR RECESSED IN REDUCED PRESSURE ZONE BACKFLOW PREVFNTER IN THE MAIN 10 FD WA A T. A JF FINAL LOCATION OF SUPPLY TO THE THREE UNITS. CO SEN . ', ":COORDINATED WITH THE AR! -, MINIMUM SIX FEET G )V'CW TO STEAMER CONNECTION. FURNISH AND INSTALL A FRC Yl C o H'o IIJE. MAXIMUM 20 IDRAWN:WK MECHANICAL WATER HAMMER ARRESTOR IN THE SUPPLY FEE I I M K14G LINE. CHECKED:AEM CONNECTION TO EACH STEAMER. SCALE 114"'-0' DATE JAN 28,2011 SYSTEM)AND 2-ELECTRIC GAS SHUTOFF VALVE(C.O.DETECTION). 2'MECHANICAL GAS SHUTOFF VALVE(HOOD SUPPRESSION FURNISH AND INSTALL IN DROP TO COOKING LINE WITH 2.5"X2" STEAMERS SHALI BE FITTED TITLE TRANSITIONS SHOWN IN HORIZONTAL FOR CLARITY, FURNISH AND Y, INSTALL A MANUAL SHUTOFF VALVE UPSTREAM. CONNECT NTH FACTOR MOUNTED 1 GROUND LEVEL CONTROL C WA I ER I ILTERS WATER AND GAS ABLE TO FIRE SUPRESSION CABINET AND ELECTRIC VALVE TO CARBON MONOXIDE,DETECTOR.. PIPING LAYOUT CONNECT COOKING APPLIANCE TO GAS MANIFOLD BEHIND FOOD ALL SLAB PENETRATION 3 SqALL BE COORDINATED NI]TH UNLESS SPECIFIE)OTHERWISE ALL BRANCH SHEET SERVICE EQUIPMENT. FURNISH AND INSTALL A REDUCING BUSHING, THE STRUCTURAL ENGI EEJOAND THE GENERAL WATER LINES SERVINGONDIVIDUAL SHUTOFF VALVE,AND U.L LISTED QUICK CONNECT HOSE AT EACH CONTRACTOR. LOCATIO S I N LAN BASED ON DE 3IGN FIXTURES SHALL BE NOMINAL Y2"SIZE. APPLIANCE. PHASE COORDINATION NIL . P-6 SHEET OF 8 ol r P��SETiS �y Z h E r N O U LIB I L U O N d'IM 75 V) NN I Q Ln o c0o r VU In Q CO C:2 Z O v�U O ON HVAC 2Q W W d O rOD E OF Z o J CO Nd WC, O W o x £ ¢ a L w W PRI 10"El"LAMO CLOSET £ oF�K DESK SAFE B.NNLN. O £ STORAGE SH BENCH ACCOUNTING P 00 £ U WAC UNIT TOILET FILE wCFMR P=1 ROOM F, FILE �i ni SHELF SHELF BHELF BHELF "Q ----- STAIRI �_ _ _ __ �_ LEFT TO RIGHT. vs 7 1"CW `"`—� 1-1/2"CW DOWN £ �y W Q "G 1 I I 1"110'F HW DOWN I LWL WN INLINE WATER FILTER J¢`BACKFLOW PREVENTER. STORAGE £ �I "HWR D STC GE ~ LL gCFM SUPPLIED BY OWNER REDUCED PRESSURE ZONE LEFT TO RIGHT: O N INSTALLED BY PLUMBING TYPE. PIPE RELIEF DOWN £ 140 1 HW 1"C11 1 £ co co CONTRACTOR. TO FFD WITH ICE FLAKER 140E-1 1" W 1 HW I Z 1,G DRAIN I $'a"HWR � J£ Lw £ £ 1-1/4"G 100 i CFJHRUNITSITT Z Q NG 5-GALLON POTABLE WATER II £ 2 ON 2NO FLOOR. EXPANSION TANK Q ttPICAL Q VALVES PROVIDE ISOLATIO TEMPERING I L 1—i/2"G 1-1/2. r„Y co {L W Z BALL VALVES ON E a� Lu �j Q P RT. h"CW LLI < �- 1-1/4"G Z U HOT WATER R CIRC PUMP. 5 GPM®1 FEET HEAT. P N AQUASTAT — - -- CONTROL WE INLINE WATER FILTER MAKER SUPP ED BY OWNER ST LED BY PLUMBING CO ACTOR. ------ REVISIONS JULY 15,2011 KEYED NOTES THIS SHEET WAO Q GAS LINE DOWN. SIZE AS NOTED aR 2 CONNECT GAS TO APPLIANCE. PROVIDE UNION, REDUCING 1 O O 78°X 78' J¢`R CKFL W PREVENTER. BUSHING,SHUTOFF VALVE, AND 6`THREADED DRIP LEG. OUOT NEAR FLDOR RED CED P ESSURE ZONE 0 1"CW DROP TO WATER CLOSET. FURNISH AND INSTALL TYP PIPE RELIEF DOWN MECHANICAL WATER HAMMER SHOCK ABSORBER TO F WTi ICE FLAKER ® V'CW&X7 110-F HW DROP TO LAVATORY DRAI QS V'CW&h"110F HW DROP TO SHOWER VALVE WAN RCTO 11 LTERFlMA EER CO PRO DE ISOLATION VALVE AND UNION NAKEW QUNIT 2D0 CFMR DRAWN:WK CHECKED:AEM SCALE 114"=1'-0" DATE MAY 24,2010 TITLE -- SECOND LEVEL WATER AND GAS PIPING LAYOUT UNLESS SPECIFIED OTHERWISE ALL BRANCH SHEET WATER LINES SERVING INDIVIDUAL FIXTURES SHALL BE NOMINAL V SIZE. P-7 SHEET 7 OF 8 ETTS I I U O Z 3 (V ID Up 3/4"CONDENSATE I II I`') O WASTE TO FFp VVX (n +,o ao > , IND W TO FFD iIIIII Z 0 _OIR 2 FED W1 Z <�__ _ UP wROM O XCUTTING Q10'-5'x 6-6 J 1 ID I , i FO FD TD 1/2'CW +24" a )1 12-z 84' (HOSE 818) 1/2"CW +I, WOMEN i (HOSE BIB) I _i f FD di O !I c FREEZER COOLER E- (3)t-t/2 IND w.FS ' LOBSTERS �®® I. 1 :1/2"Hw(Ia0)+76" � iI ;i RETAIL AREA I C Fs it • I f�p� FD® ® 10•-5"x 8•-5" I j ID I I�,) - PACKING ROOM E-> �5 - ( ) r I I Ilp FD® MEN FFD >IND W TO FFD 1 STAIR i VE F TO FFD ON FIRST FLOOR 'i I I.,`— 1 IL E_t ICE PLACER(SECOND FLOOR) I !' ( p VERIFY OF FCW SUPPLY AND ;. 'I 1/2'HW(140)+33" I O ; w , �3 WASTE /2'Cw+33" JANITOR i III ) ' L WN it FFD , IT I l.l- I 1 2 CW 24" �I 1=_ t/2'HW(,10I)+I6' O A/J i (NOSE BIB) I LT 1 I Z - --- ; ' I , Z I 13 Q " a FD FD FD FD FD FD IDI _ Il : I---- -- LOADING DOCK WORKING AREA I (t I m LL W Z : :- 1 FFDp Lrz I� I W Q } ----—----- - Z U CEO = 3/2:IND W TO FS ON FIRST FLOOR 0 0 I O 1/2'FCW SUPPLY(SECOND FLOOR) lls LOADING PLATFORM I 3� /� r•---------------------------------- REVISIONS m o OFFICE • / COOLE R E-n® a FD ! O FD ( , JULY 15,2041 - ... —O 3/4'CONDENSATE WASTE TO FS a1/2"CW+16" t/2'HW(110)+16"I I�' ;� O2 FCW SUPPLY(SECOND FLOOR) I : v 3/8"IND W TO RST FLOOR EQUIPMENT PLUMBING LEGEND FS -- 0— COLD WATER(C.W) O— N/A II i to I 1/2'HW(140)+18' 0-' FILTERED COLD WATER(F.C.W.) Bo--- N/A L E_4 ' (3)1-1/2'IND) (MANIFOLD)TO FS TO GREASE INTERCEPTOR O(+30'EQUIP CONK) i/4 FCW GENERATOR) i t/2-HW(140)+16" ■— HOT WATER(H.W.) J. N/A I a 3/a"GAS-236 KBTU I I o-e t I/4'F CONDENSER) ' O DIRECT WASTE INDIRECT WASTE(INDIR.W.) j I I • FLOOR DRAIN (FD.) ■ GAS O FLOOR DRAIN W/FUNNEL(FFD) — N/A I I 3/4'GAS KBTU I ! KITCHEN ® i O(VERIFY EQUIP CONN , 1 FLOOR SINK (FS.) +12" A80VE FINISHED FLOOR i OFFIGE2 TRENCH DRAIN 12'x Be I ®FD FM FLOOR TROUGH (FT) P.C. PLUMBING CONTRACTOR 11 3/4'GA$-144 KBTU 1/4' GENERATOR) PROGRESS O(VERIFY EQUIP CONN 1/4'FCW CONDENSER) A 1-1/2'IN TO FT 11/$/09 DRAWN:WK I /a'FCW(cENERAT j - CHECKED:AEM 1 11 3/4'GAS-144 KBTU I _ -- ; tt ;�''FCW CONDENSER) S`(,`A� 114'=1'-0' O(VERIFY EQUIP CONN /2"W W TO FT — L GENERAL NOTES II - ---�=-3-== _ _y_-,/2 +24-_- _ - _: _: ATE MAY 24,2010 1.REFER TO ARCHITECTURAL DOCUMENTS FOR FLOOR GRAIN LOCATIONS. (HOSE 819) - TLE 2.HEIGHTS SHOWN(+24")REFER TO HEIGHT OF STUB OUTS FROM WALLS. }'j//�`, 3.PLUMBING CONTRACTOR RESPONSIBLE FOR ALL VALVES,TRAPS,TAILPIECES. - ry A ` FOOD SERVICE FITTINGS.ETC NOT PROVIDED WITH EQUIPMENT. PLUMBING 4.PROVIDE SEPARATE SHUT-OFF VALVES AT EACH CONNECTION EVEN WHEN - ALL HAVE A COMMON SUPPLY LINE. 1 L ROUGH—IN LAYOUT 5.IF A CONFUCT OCCURS BETWEEN A FLOOR DRAIN AND ANOTHER OBJECT. CONTACT THE KITCHEN DESIGN CONSULTANT TO ALTER FLOOR DRAIN LOCATION `\f1 /�) SHEET WITH RESPECT TO EQUIPMENT LOCATIONS. 6.W ALL SPEC AND MATERIALS TO CONFORM TO LOCAL&STATE BUILDING 4 7 COYSULT WITH OWNERS CHEMICAL VENDOR/REPRESENTATNE TO VERIFY h _ P—8 COORDINATE REQUIREMENTS OF CLEANING CHEMICAL HOOKUPS&CONNECTION INSTALLATION. SHEET B OF 8 8.PLUMBING CONTRACTOR TO VERIFY ALL NEW AND EXISTING EQUIPMENT PLUMBING REQUIRMENTS. ELECTRIC HEAT SCHEDULE LABEL DESCRIPTION MODEL No. BTu/HOUR EL TRICAL DATA 29. CONDENSATE AND FURNACE DRAIN PIPING SHALL BE 1" TYPE "L" COPPER WITH "P" TRAPS. H.V.A.C. GENERAL NOTES i Kw v 7 P 1 COMMENTS ALL 90 DEGREE TURNS SHALL BE MADE WITH TEE-WYE FITTINGS CAPPED ON TEE SIDE SEtTs a EH-1 RECESSED WALL SRA-1512 5,120 1.5 120 1 SELF-CONTAINED THERMOSTAT, DISCONNECT SWITCH TO ALLOW FOR CLEANOUT. PROVIDE TRAP ON COIL CONDENSATE DRAIN CONNECTION. 1. THIS CONTRACTOR SHALL APPLY AND PAY FOR ALL NECESSARY PERMIT FEES HEATER EH-2 SURFA MTD FRA-2020 6,830 2.0 208 1 SELF-CONTAINED THERMOSTAT, DISCONNECT SWITCH,SURFACE MOUNT FRAME 30. THE FIRST 10 FEET OF SUPPLY AND RETURN AIR DUCTWORK SHALL BE ACOUSTICALLY AND INSPECTIONS REQUIRED BY ANY PUBLIC AUTHORITY HAVING JURISDICTION. WALL HEATER U ee EH-3 ECESSED FRC-2020 6,830 2.0 208 1 SELF-CONTAINED TAMPER RESISTANT THERMOSTAT, DISCONNECT SWITCH LINED UNLESS MORE IS INDICATED ON PLANS. 1" LINER (R-5). INCREASE SHEETMETAL 2. ALL WORK AND MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH ALL AIL I WAIL HEATER CODES INCLUDING STATE AND LOCAL ADMINISTRATIVE AUTHORITY. DIMENSIONS 2" TO MAINTAIN SIZE. b�M n 31. CONTRACTOR SHALL INSTALL ALL EQUIPMENT TO MAINTAIN A 10 FOOT MINIMUM SEPARATION 3. ALL CUTTING AND PATCHING OF GENERAL CONSTRUCTION WORK, IF REQUIREDTO SUIT H.V.A.C. WORK, SHALL BE DONE BY THE GENERAL CONTRACTOR. BETWEEN AIR INTAKES AND BUILDING EXHAUSTS.EQUIPMENT SHALL BE "BERKO" OR AN APPROVED EQUAL. 4. ALL PENETRATIONS OF WALLS, FLOORS, AND ROOF SHALL BE DONE BY USE OF - -32. ALL NEW DUCTWORK, PIPING, AND H.V.A.C. EQUIPMENT SHALL BE INSTALLED CONCEALED SLEEVES MANUFACTURED AND FABRICATED FOR THAT PURPOSE. ------- - - FROM VIEW FROM FLOOR, UNLESS SPECIFIED TO BE EXPOSED. 5. AS BUILT DRAWINGS SHOWING DIMENSIONS, LOCATIONS OF PIPES, DUCTS, AND U 33. HAVC FURNACES SHALL BE INSTALLED, DUCTED, AND VENTED IN ACCORDANCE EQUIPMENT SHALL BE SUBMITTED TO THE ARCHITECT, ENGINEER, AND OWNER. Z OM WITH MANUFACTURER'S PUBLISHED INSTRUCTIONS. SEE DETAILS 6. ALL MATERIALS AND EQUIPMENT PROVIDED AND/OR INSTALLED UNDER THIS ^N O i REGISTERS, GRILLES, & DIFFUSER SCHEDULE CONTRACTOR SHALL BE NEW AND GUARANTEED FOR THE PERIOD OF ONE YEAR Cj Lj Lo O 34. OUTDOOR AIR INTAKE DUCTWORK SHALL BE INSULATED WITH R-8 INSULATION. EXPOSED TO FROM THE DATE OF BENEFICIAL OCCUPANCY. ALSO, ANY DEFECTS IN MATERIALS O ad<t r}L7 p LABEL MODEL NO SIZE7 TYPE THROW DIRECTION .F.M.RANGE REMARKS VIEW O.A. DUCTWORK SHALL BE INTERNALLY LINED WITH NOMINAL 2" LINER. INCREASE AND/OR WORKMANSHIP OCCURRING DURING TIME PERIOD SHALL BE CONTRACTED (n a)"O7 O Q PDC-3 Wo CSD 4-WAY 101-200 24"X24"ACT FRAME,PERFORATED FACE,CURVED BACKING VANES SHEETMETAL SIZES 4" IN EACH DIMENSION TO MAINTAIN SPECIFIED INTERNAL DIMENSIONS. BY THIS CONTRACTOR AT NO COST TO THE OWNER. THIS CONTRACTOR SHALL DO (n O 00� PDC-3 to'e CSD 4-WAY 201-300 24"X24"ACT FRAME,PERFORATED FACE,CURVED BACKING VANES 35. THE HVAC CONTRACTOR SHALL CONTRACT WITH A LICENSED PLUMBER TO INSTALL PVC VENT CONTACT MANUFACTURER AND PROVIDE (5) FIVE MAINTENANCE MANUALS <t LID 0) ON AIR CONDITIONING EQUIPMENT. CO �g�c0 FO y © PDC-3 6"0 CSD 4-WAY 0-100 24"x24"ACT FRAME,PERFORATED FACE,CURVED BACKING VANES AND INTAKE PIPING AT HVAC UNITS. PIPING SHALL BE INCLUDED IN THE HVAC PRICE. 7. THE ARCHITECT/ENGINEER SHALL HAVE THE RIGHT TO ACCEPT AND/OR REJECTLOi MATERIALS, EQUIPMENT AND/OR, WORKMANSHIP AND SHALL ONLY DETERMINE W N � O SCD-31 12"0 CSD 4-WAY a00-soo 24"x2a"ACT FRAME,3-CONE LOUVERED FACE 36. THE HVAC CONTRACTOR SHALL FURNISH AND INSTALL DUCT MOUNTED SMOKE DETECTORS WHEN THE CONTRACTOR HAS COMPLIED WITH THE REQUIREMENTS. W U- O O v Q 530D-L 12"xt2" ER N/A o-aoo SURFACE MOUNT FRAME,FIXED 45'VANES,BALANCING DAMPER IN ALL SUPPLY AIR DUCT SYSTEMS GREATER THAN 2,000 CFM AIR FLOW. COORDINATE Z O Z , F B. WORKMANSHIP SHALL BE THEIR THE BEST QUALITY AND ONLY COMPETENT 0 CN O W O J ©Q 530o-L 1a"xt4" ER N/A a07-boo SURFACE MOUNT FRAME,FIXED a5'VANES,BALANCING DAMPER WITH THE FIRE ALARM CONTRACTOR TO CONFIRM COMPATIBILITY WITH THE NEW FIRE ALARM MECHANICS, SKILLED IN THEIR RESPECTED TRADES, SHALL BEEMPLO7ED. Z � Z Z Q SO 10"0 CSD 4-WAY 0-320 24"X24"ACT FRAME,3-CONE LOUVERED FACE SYSTEM BEFORE PURCHASING DEVICES. < 9. THIS CONTRACTOR SHALL REMOVE FROM THE PREMISES ALL UNUSED MATERIALS W O X Q 530-L 46"x22" RR N/A 0-s,00D 24"x46"ACT FRAME,FIXED 45'VANES AND DEBRIS RESULTING FROM THE PERFORMANCE OF THIS CONTRACT. S Q J 5200-5 12"X12" WSR 2-WAY 0-400 SURFACE MOUNT FRAME,ADJUSTABLE FRONT AND REAR VANES,BALANCING DAMPER 10. ALL WORK SHALL BE IN ACCORDANCE WITH "SMACNA" AND "ASHRAE" STANDARDS. W LL W O 520D-S 18"X6" WSR 2-WAY 0-320 SURFACE MOUNT FRAME,ADJUSTABLE FRONT AND REAR VANES,BALANCING DAMPER ADD.EQUIPMENT CONNECTIONS SHALL BE PER MANUFACTURER'S RECOMMENDATIONS, © 530-L 24"X24" RR N/A 0-1,500 SURFACE MOUNT FRAME,FIXED 45'VANES MUp MAKEUP AIR UNIT SHALL BE E7 CAPTIVEAIRE. UiuT SMALL BE A DIRECT FIRED INDOOR UN.T WITH AND SHOP DRAWINGS. Q HORIZONTAL AIRFLOW CONFIGURATION. MODEL NWABER At-D250. 10"X6" WSR 2-WAY 0-200 SURFACE MOUNT FRAME,ADJUSTABLE FRONT AND REAR VANES,BALANCING DAMPER t 12. THE OWNER RESERVES THE RIGHT TO ACCEPT AND/OR REJECT ANY OR ALL BIDS. 5200-5 UNIT SHALL BE RATED FOR 2.400 CFM AIRFLOW -T 1.0"ETERNAL STATIC PRESSURE. 2 HP BLOWER 13. THIS CONTRACTOR MUST BE REGISTERED, HAVE NECESSARY LICENSES, OBTAIN MOTOR WITH ADJUSTABLE BELT DRIVE. UNIT VOLTAGE 208-30. NECESSARY PERMITS, AND HAVE CONSENTS REQUIRED BY ALL GOVERMENTAL NOMINAL BURNER INPUT 250,000 STU,'HR MAXIMUM WITH 2O:1 TURNDOWN RATIkj AGENCIES TO CARRY OUT THE WORK OF THIS CONTRACT. I UNIT SHALL BE PROVIDED WITH THE FOLLOWING FACTORY FEATURES: REDU14DANIT GAS VALVES,E G-90 14. ALL LOW VOLTAGE HVAC CONTROLS AND CONTROL WIRING SHALL BE INCLUDED IN GALVANIZED CABINET, ALL ACCESS LEFT SIDE OF UNIT(FACING AIR, STREAM). ADJUSTABLE DRIV THE HVAC CONTRACT. CONTRACTOR SHALL HIRE A LICENSED ELECTRICIAN TO REGISTERS SHALL BE "METALAIRE" OR AN APPROVED EQUAL IN ALL RESPECTS. SHEAVES, INTERNAL MOTOR VIBRATION ISOLATICBV. INTERMITTENT SPARK PILOT, ELECTRONIC GAS TO INSTALL AND WIRE LOW VOLTAGE CONTROLS MODULATION(20.1 TURNDOWN RATIO), HIGH TEMPERATURE LIMIT, AIRFLOW PP.OI:ING SWITCH. SERVICE 15. A. H.V.A.C. CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL REGISTERS AND CSD=CEILING SUPPLY DIFFUSER, RAG=RETURN AIR GRILLE, ACT=ACOUSTICAL CEILING TILE, WSR=WALL SUPPLY REGISTER, CRG=CEILING DISCONNECT SWITCH,BURNER OBSERVATION PORT. DIFFUSERS WITH THE FINAL ELECTRICAL LIGHTING LAYOUT AND COORDINATE ' RETURN GRILLE, WSR=WALL SUPPLY REGISTER, CRR=CEILING RETURN REGISTER WITH COORDINATE WITH THE ARCHITECT IN THE FIELD. UNIT SHALL BE PROVIDED WITH THE FOLLOtMNG FACTORY FURNISHED/FIELD INSTALLED ACCESSORIES: B. COORDINATE ALL WORK UNDER HVAC CONTRACT WITH WORK OF ALL OTHER ROOM OVERRIDE THERMOSTAT,MOTORIZED INTAKE DAMPER,REMOTE CONTROL PANEL INCLUDING TRADES PRIOR TO INSTALLATION. SUMMER/WINTER SWITCH AND PILOT LIGHTS. C. CONTRACTOR SHALL VERIFY IF ANY SPECIAL COLORS AND/OR FINISHES ARE ------ - _- REQUIRED FOR AIR INLETS/OUTLETS WITH ARCHITECT AND/OR INTERIOR ULTRA-HIGH EFFICIENCY GAS FIRED H.V.A.C. FURNACE SCHEDULE DH UNIT HEATER SHALL 6E L RE A MODEL DECORATOR. PAINTING BY OTHERS. COMBUSTION HEATER SHALL BE A SEPARATED 16. HVAC CONTRACTOR SHALL INSTALL EXHAUST HOOD AND DUCTWORK. HOODS STATIC COOLIE C IL A M H ELECTRICAL DATA COMMENTS SHALL BE FURNISHED AND DELIVERERED TO SITE BY OTHERS. w W LABEL MODEL NO. CFM i DAS-45OIV UNIT. CC w PRESSURE MODEL NO. INPU OUTPU H. VOL PHASE AH-1 58MXB-040-08 800 0.5" WC CNPHP-24-17 40 37 1/5 120 1 SEE BELOW UNIT SHALL BE RATED FOR 37.4J0 BTU,'HR 17. THIS CONTRACTOR SHALL FURNISH AND INSTALL SUPPORTS REQUIRED TO INSTALL OUTPUT WITH 45,000 BTU/MR GAS 114PUT(82 ALL MATERIALS AND EQUIPMENT FURNISHED AND INSTALLED UNDER THIS CONTRACT. AH-2 58MXB-100-20 2,000 0.5" WC CNPHP-48-21 100 93 3/4 120 1 SEE BELOW EFFICIENCY). UNIT HEATER SHALL BE RATED 18 HVAC CONTRACTOR SHALL FURNISH AND INSTALL REFRIGERANT PIPING TO m U) FOR NGtJINAL 630 GM AIRFLOW WITH A // AH-3 58MXB-040-08 800 0.5" WC CNPHP-24-17 40 37 1/5 120 1 SEE BELOW FOR VOLT FAN. FOAM NSULATI ONC(UVITS. SUCTION N PIPING SHALL BE INSULATED WITH 1" BLACK n O Z UNIT SHALL BE PROVIDED WITH THE FOLLOWING C FACTORY FEATURES AND ACCESSORIES: 19. ROOF OPENINGS SHALL BE DETERMINED FROM APPROVED SHOP DRAWINGS OF ALL Z _j 0 c VERTICAL COMBUSTION AIR/VENT KIT WITH ROOFTOP EQUIPMENT. CONCENTRIC'ADAPTER, THERMOSTAT, VERTICAL LOUVERS. CEILING SUSPENSION NIT.SINGLE 20. THIS CONTRACTOR SHALL SUBMIT 6 SIX COPIES OF SHOP DRAWINGS TO ARCHITECT/ U) STAGE GAS VALVE, INTEGRAL DISCONECT ( ) - SWITCH, FULLY GASI,ETED DOOR PANEL WITH ENGINEER FOR APPROVAL PRIOR TO ORDERING EQUIPMENT OR MATERIALS. SUCH W I UNITS AH-1, AH-2, AND AH-3 SHALL BE "CARRIER" . EQUIPMENT SHALL BE PROVIDED WITH SEALED COMBUSTION CHAMBER SUITABLE FOR PVC PIPE VENTING. UNIT SHALL BE PROVIDED WITH SAFETY DOOR SWITCH. FULL FAN GUARD, SHOP DRAWINGS SHALL CLEARLY IDENTIFY WHAT IS SUBSTITUTING EQUIPMENT AND mLL MULTIPLE SPEED DIRECT DRIVE BLOWER MOTORS, NON-PROGRAMMABLE AUTOCHANGEOVER THERMOSTAT WITH LOCKING VENTILATED COVER, FILTER RACK WITH I" DISPOSABLE FILTERS, CONDENSATE CLEARLY IDENTIFY ALL PERTINENT DATA TO SUBSTANTIATE THE EQUALITY OF THE �j,J v TRAPS FOR FURNACE AND EVAPORATOR COIL, FURNACE CONDENSATE NEUTRALIZER KIT, MATCHED "CARRIER"CASED HORIZONTAL PURON (R-410A) REFRIGERANT COOLING COIL,CONCENTRIC VENTING PRODUCT. THIS CONTRACTOR SHALL SUBMIT 3/8" SCALE DUCTWORK SHOP DRAWINGS z TERMINAL FOR ROOF DISCHARGE. UH .UH UH , SAME AS UH-t TO THE ENGINEER. DUCTWORK SHALL BE FABRICATED FROM APPROVED SHEETMETAL W SHOP Q DRAWINGS. 4 UNITS AH-2 AND AH-3 SHALL BE PROVIDED WITH CONDENSATE DRAINAGE LINE HEAT TRACE KITS FOR FURNACE DRAIN AND EVAPORATOR DRAIN LINES. ', 2 3 4 j' z U �L I 21. AN INOEPENDANT AIR BALANCING CONTRACTOR SHALL PERFORM AIR BALANCE. AIR BALANCE SHALL BE PERFORMED AFTER ELECTRICAL CONTRACTOR COMPLETES POWER WIRING, H.V.A.0 CONTRACTOR SHALL START UNIT AND WILL BALANCE FLOWS �__.._..._ FIRST TO VALUE SPECIFIED ON DRAWINGS AND SUBSEQUENTLY RE-ADJUST BALANCE AIR COOLED CONDENSER SCHEDULE TO ACHIEVE MAXIMUM COMFORT CONDITIONS. LABEL MODEL NO. WEIGHT(LBS) NOMINAL ARI CAPACI R FRIG RANT LINES CONDENS R FAN _ELECTRICAL DATA COMMENTS 22. THE H.V.A.0 CONTRACTOR SHALL BE HELD RESPONSIBLE TO HAVE VISITED THE SITE ®95 F OUTDOOR TEMP. SUCTION LIQUID OUANITY HP VOLT PHASE M.C.A.M.O.C.P. PRIOR TO SUBMITTING HIS ESTIMATE AND TO HAVE EXAMINED AND FAMILIARIZED i---- -- - ACC-1 24ABB3-24 125 24,000 BTU/HR 5/8" 3/8" 1 1/12 208 1 17.6 1 25 SEE BELOW HIMSELF WITH ITS CONDITIONS. HE SHALL COMPARE THE DRAWINGS AND SPECIFICATIONS REVISIONS ACC-2 24ABB3-60 220 60,000 BRU/HR t-1/8" 3/8" 1 1/4 208 1 34.2 50 SEE BELOW WITH THE RESULTS OF HIS EXAMINATION OF HE SITE AND ASSURE HIMSELF THAT ALL 7-28-2011 ADOENDUM#I REQUIREMENTS FOR A COMPLETE H.V.A.C. MAY BE FULFILLED. NO EXTRA PAYMENTS WILL ACC-3 24ABB3-24 125 24.000 BTU/HR 5/8" 3/8" 1 1/12 208 1 17.6 25 SEE BELOW BE ALLOWED TO THE H.V.A.C. CONTRACTOR BECAUSE OF INFAMILIARITY WITH THE SITE CONDITIONS. SEE BELOW 23. ALL LOCAL AND STATE ORDINANCES, CODES, REGULATIONS, ETC., INCLUDING S.O.C.A. AND NFPA, ARE HEREBY MADE A PART OF THIS CONTRACT. ' 24. DUCTWORK SHALL NOT BE SUPPORTED FROM THE ROOF DECK,JOIST BRIDGING OR OTHER DUCTS. HANG DUCTS FROM BEAMS, JOISTS, OR SUPPLEMENTARY STRUCTURAL UNITS ACC-1, ACC-2, AND ACC-3 SHALL BE 'CARRIER'. UNITS SHALL BE PROVIDED WITH THE FOLLOWING OPTIONS AND/OR ACCESSORIES: BALL BEARING FAN MOTOR, COMPRESSOR START ASSIST MEMBERS PROVIDED BY MECHANICAL CONTRACTOR. CAPACITOR AND RELAY, CRANKCASE HEATER, EVAPORATOR FREEZE THERMOSTAT, HARD SHUTOFF TXV, LOW AMBIENT PRESSURE SWITCH, WINTER START CONTROL. 25. A. PROVIDE TURNING VANES AT ALL MITERED ELBOWS, OPPOSED BLADE BALANCING, WITH LOCKING QUADRANTS AT BRANCH DUCTS, VOLUME EXTRACTORS, SPUTTER DAMPERS, AND ANY OTHER APPLICABLE DEVICES NECESSARY FOR MINIMUM DUCT i RESISTANCE AND PROPER AIR BALANCING. ALL DAMPERS OR SPUTTERS SHALL BE SUFFICIENTLY STIFFENED TO PREVENT NOISE OR VIBRATION AND SHALL BE FITTED WITH ACCESSIBILITY LOCATED ADJUSTER. FAN SCHEDULE B. PROVIDE 90 DEGREE TURNING VANES PROPERLY SELECTED FOR DUCTWORK SIZE LABEL MODEL NO. SERVICE C.F.M.R.P.M.I x NAL TRIG L DATA AND AIR FLOW WHEREVER 90 DEGREE TURNS (INSIDE RADIUS EQUAL TO DUCT WIDTH) ATIC PRESSURE VOLTS PHAS REMARKS CANNOT BE ACHIEVED IN THE FIELD. ALSO, PROVIDE OPPOSED BLADE BALANCING EF-1 BSQ-120-5 CUTTING/PACKING 7,500 1,3000.5"WC 120 1 GREENHECK - TIMECLOCK CONTROL - SEE BELOW WITH LOCKING QUADRANTS AT BRANCH DUCTS, VOLUME EXTRACTORS, SPUTTER, DAMPERS, AND ANY OTHER APPLICABLE DEVICES NECESSARY FOR MINIMUM DUCT DRAWN:WK i *HF BItSCARM ExHAusT HOOD 2,s5o t,3oo2.0"we 208 3 CAPTIVEAIRE - CONTROL BY NEW HOOD CONTROL PANEL - SEE BELOW RESISTANCE AND PROPER AIR BALANCING. ALL DAMPERS OR SPLITTERS SHALL CHECKED:AEM SP-B110 TOILETS 100 950 0.25"WC 120 1 GREENHECK - WALL SWITCH CONTROL - SEE BELOW BE SUFFICIENTLY STIFFENED TO PREVENT NOISE OR VIBRATION AND SHALL BESCALE tlatit'a SP-050 JAN CLOSET 50 1,680 0.25"WC 120 1 GREENHECK - WALL SWITCH CONTROL - SEE BELOW FITTED WITH ACCESSIBILITY LOCATED ADJUSTER. DATE JAN26,2M1 AEF-i PRN-110 ATTIC vEN7. 900 1,550 0.25"WC 120 1 ACME - CENTRIMASTER - REVERSE ACTING LINE VOLTAGE THERMOSTAT CONTROL26. ALL DUCTWORK CONNECTED TO FAN OR VIBRATING EQUIPMENT SHALL BE FITTED WITHFLEXIBLE CONNECTIONS, WHICH WILL PROVIDE A MINIMUM OF ONE INCH SPACE BETWEEN TITLE A -2 PRN-110 ATTIC VENT. 900 1,550 o.25"wC t2o 1 ACME - CENTRIMASTER - REVERSE ACTING LINE VOLTAGE THERMOSTAT CONTROL THE EQUIPMENT AND THE DUCTWORK. FLEXIBLE CONNECTIONS SHALL BE SECURED HVAC GENERAL ATTIC vEN7. 900 t,ssoo.25"wc 120 1 ACME - CENTRIMASTER - REVERSE ACTING LINE VOLTAGE THERMOSTAT CONTROL IN PLACE. ALL TOILET FANS AND OTHER VIBRATING EQUIPMENT SHALL BE MOUNTED NOTES AND ON NEOPRENE RUBBER IN SHEAR VIBRATION ISOLATORS. EQUIPMENT FAN EF-1 SHALL BE PROVIDED WITH MOTORIZED DISCHARGE DAMPER, HANGING ISOLATOR KIT, TIMECLOCK CONTROL, SIDE ACCESS PANELS, BELT DRIVE, MOTOR COVER, DISCONNECT SWITCH (WIRED BY 27. FLEXIBLE DUCT SHALL BE ONE INCH INSULATED AND SIZE NOTED ON THE DRAWING. SCHEDULES E.C.) RUNS SHALL NOT EXCEED SIX(6) FEET, USE STEEL DUCT TO MAKE UP THE DIFFERENCE. SHEET FAN HEF-1 SHALL BE PROVIDED WITH ALL WELDED HOUSING, U.L. 762 LISTING, SERVICE DISCONNECT SWITCH, SCROLL CLEANOUT, SHAFT SEALS, HEAT SLINGERS. 28. ALL NEW SUPPLY DUCTWORK SHALL BE EXTERNALLY INSULATED WITH NOMINAL I FANS TEF-1 AND TEF-2 SHALL BE PROVIDED WITH INTEGRAL FACE GRILLE AND BACKDRAFT DAMPER. WIRED TO LIGHT SWITCH BY E.C. R=5 DUCTWRAP WITH FSK VAPOR BARRIER FACING. LINED DUCTWORK SHALL M-1 I NOT BE WRAPPED. SHEET 1 OF 4 IFANS AEF-1, AEF-2, AND AEF-3 SHALL BE PROVIDED WITH PITCHED ROOF CURB, MOTORIZED DAMPER, DISCONNECT SWITCH, DIRECT DRIVE, SPEED CONTROL I I H -J L FUSE P� rC9•+ f �W ao �z> c5 o I 0 0�rn I G EH N 2 N 1 STAIR ELECTRIC ROOM 2 W �� T I o O.� DP Z II \ C.D N�WOZQ I W Z 4-. VENT AND 4"0 COMBUSTION \ W CL W W AIR DUCT THROUGH ROOF TO i VENT TER 4111AL SUB- NDER AN EEZER OVE T ,n ) U LOBSTER TA REFRIGERANT PI ING UNEXCAVATED FURNISHED At D INSTALLED B OTHERS. SHOWN FOR COORD W ATI O - BASEMENT JbiTE? Tii.��..� ,Xv,LER RE-R, En�l-iT LOBSTER WAFER UtIE SET UP LOBSTE TA t K TANK ROOM EQUIPMENT -URNI H D AND INST LLED r OTHERS S OWN F F W W W UNEXCAVATED O m ( O Z� Tl�i P0.?Ili DEHJbL'DIFIERS. IL rn J GP AIN6ER STC•CN NUMBER 3H356 V i IV.C. 'a:,R; MCDEL GD55S) OR - Z c i EQUAL. :AP-CIT, 53 PINTS PER Q DAi EA- I=0 VOLTS 6.B AMPS 0 EACH. DPAIHAGE VIA HOSE INTO = L FLOOR ERAIN. CORRDINATE J_ LUC�TIO S wlATH PLUMBER FOR YFD FL--OR DRAW ACCESS. �O 00 00 W W ZF El I W zvj � I I REVISIONS 7-28-2011 ADDENDUM 41 i l I I I T EH S IN}CL ROOM ° II Il __--- DRAWN: I CHECKED:D:AEM SCALE 114•=1'-0• DATE:JAN 28,2011 TITLE BASEMENT HVAC LAYOUT SHEET F G G H H M_2 SHEET 2 OF 4 ! .i G�SSETTS, 5p I A B COOLER UNITS C D FURNISHED ANDw= 't I INSTALLED BY OTHERS � yolb SHOWN FOP. �� o COOROINATIONI. ryo COOLER UNITS LOBSTER. TANK UNITS iOF Cy 'aCC� i aC•`- nND DROREFIR-ERP,BETN EN NES SHALL TER RI E FURNISHED AFID 7-Z WALL AND COOLER,BGY. WALL (J p FURNISHED AND INSTALLED BY OTHERS 3 —J I / Z INSTALLED BY OTHERS COOLER AND ICE SHOWN FOR (T iROALI SHOWN FOR MACHINE REFP.IGERAI4T — E COORDINATION. COORDINATIONV. _ t`N PIPING FURNISHED M Cp O AND INSTALLED BY („j In ! U J LJ U OTHERS. SHOWN FOR COOP,DINA TION. - EH'` i O Ny y O if II _.___._— _— U C< !V . O ays Z O vr.U CF� 0 LLJJ W o 0 r E COOLER UNITS I j CD CV O W O J COOLER UNITS �l I Z Q FURNISHED AND INSTALLED BY OTHERS UP / raHEE OD D W O X INSTALLED BY OTHERS SHOWN fOR 400_Tm O =Q I SHOWN FOR COORDINATION. Ta.g%V.W CFM CFM Q 0_L�W COORDINATION. O O�___._ ._____.... __..__ _ _ ___..._.. .._._..._... _._._.... _.. ...___....___ 1 W _ v �. _._.._ _ .. EH FO %' FFD TD 9 1r.w - / f� FUTURE f COOLER D ICE I REasTER 1-2fMACHINER IGERANT '� 57Ap� PIPING F IISHED U"TS UP AND INSI ED BY •� I'__.i --_. :a.TT::::::::::. O OTHERS. WN FOR LGB ER TANK ! COORDp II ON. ..m 4"o REGISTER .A. UP r I rEFUR HED AND G (2) OP T TYPICAL BASEMENT IFlS LLEG'6kn / VD _ VD RS. SHl N OR I UM1IIT HEATER, i F x8'� VENT AND -- J CGO INATION. -TEF 4"a ^TAKE PIPES tt"x72^ �,I „XS',% VD I REFRIGERANT PIPING LY.AI TRUNK UP TO ICE FLAKER 1PDO NGSI E BEAM —. , TALE 101 R RIGERANT 400 W I ING DOWN CFM - W W 4"0 VENTAIR DUCTSAT�P.OUG'H ROOfSTOM I :. .. VENT TERMINAL - RECIER UH E 1 i ...o � 3 V --� 2.000 -- ZFD Q CFM G j FDO FDO FDO FD O F RI TURN AIR TRUNK CFM W a s ALONGSIDE BEAM ... IN o- i C�xl" A. UP 0 O 0 0 1 O ---- — 26 72" R. U z U (o X 3 _ ° A. 0 - D_0 0 O O NEW C PTI CONTR L P EL SUPPLIE O WITH F D :� EOUIP =.CKAGE. — I2FM MOU D ON END OF — --- - CFM Roo EVISIONS FD O HO D. CONTAINS ANSULO 7-2S-Zli ADDENDUM#H — S 7E BOTTLES, FAN FD I E 1 S R HEF-t III �- AND IMF^.1uF l_) U CON R L . O: G O O C (2) E COOLER/FREEZER CI S CONDENSER UNITS •-I SUPPLIED BY OWNER I OA AND INSTALLED BY 3 HVAC CONTRACTOR ! 200 i2"a 0" R.A. C CFM OFFSET 114 J I T I (')MUA D CTS UP 0 ATTIC. M TCH PLE UM .' vaELDED 16 C MNECTI SIZES �-UAGE EXHAUST I FD DUCT UP. SIZE SHALL MATCH �O 000 COLLAR I 3 0 DRAWN:WK I ®C CHECKED:AEM CFM ---- _---- — -- SCALE 1/4`1`0' DATE:JAN 28,2011 N W CAPTIVE.AIRE PSP MAKEUP =.I TITLE S PPLY PLENUM SUPPLIED WITH FOCL GROUND FLOOR S RVICE EOUIPMENT PACKAGE. IifS1Al.ED HVAC LAYOUT B HVAC CONTRACTOR i N W HC'+lD SUPPLIED WITH F OD SERVICE EQUIPMENT SHEET P CKAGE. HVAC CONTRACTOF ZL INSTALL HOOD. M-3 FISHEET 3 OF 4 I j £TT CUSTOM TPIANGULAR LOUVER'I!. i OF ROOF 48"WIDE AT BASE. -.-KNISH AND �'40 INSTALL INSULATED SHEETME IAL FLchUM ON REAR NTH BIRDSCREEN DEPTH 11170. ATTIC SPACE AS ADEQUATE FOP CONNECTION OF NEW ATTIC `.E^.TiLA.TL:Iti ------� RELIEF LOUVER Z M t`N M D' O 4"4 T AND 4"0 COMBUSTION U M F-AIR DUG THROUGH ROOF TO O N�I- kEFRIG, ✓EMT TERMiN In NC14 OT PIPING DN In O r y 3� T --- ¢ N Q.--.Jo CD 1 n;D T1 z CO� CO C71 11 DN 'L'H W L�O O E REFRIGERANT F;PIi,G - GO U'TI N ` W = z OFFSET ALONG SLOPE '➢'LIO iID STAIR2 / z O W O_J OF ROOF Lit IE F PI SH ^I ID INSTALL SCH 4 N /H �' O O z a C VC 'i Ni AIID INTAKE P'P!I--:;, EliO HEATER 36"X_4" RELIEF DAMPER. X � INTERLOCK. DAMPER'MTH = ATTIC VENTILATION FAN W a-C'a-W S7AkT UP. g PRI 1, 42'W4. TABLE L�F. � DESK CLOSET 9nFB 13) 5"m T.E. DUC UP TO I LBS. E AINALS STORAGE K J J 16">.10" SHO O BENCH is D tJ COOLER AND ICE �' OCCOUNT7NG O 0 >�.BASE M IT UNIT MACHIPIE REFRIGERANT 300 -8"� Y00 H R ENT MAIN INTAKE PIPIPIG FURNISHED OB GFM OFM E 0 I I SUP TC•ROOF AND INSTALLED BY REFRIC VD VD I TERMINALS AND DGW OTHERS. SHOWN FOR PIPING FILE COORDINATION. — — - qH 1 11. TE 100 S LET DOWN FILE 10"m 16"X10 p o t� I I C .- DOWN AND A^OFF FT AL NG BEAM AIR DUCTS THROUGH ROOF TO SHF1F SHE1F SHF3P SHELF ITj VENT TERMINAL STAIR AEF-1,-=. 3(T »_ CF,-•' '.EI•IT ANC•^IN TARE j�H . UH PIFINO TO FURNACE. F, d 1 i I-I;S" SUCTION qEr ICE FLAI<ER UNIT �� JE �2� ( FURNISHED AND qEF D f� C2 LIOU ' w WINSTALLED BY OTHERS (��-Ii�,SHOWN FOR STORAGE _ V� \ ST ET y COORDINATION. D OOIL � QGENERAL CONTRACTOR mVAt~ Z CTIiN a PROVIDE FULL 517E ACC �"LQUID PANELS FUR AH-_^SERV —' - l7NiT SNT1NG- ON 2ND FLOOR,- TPICAL '^FURNI H AND INSTALL SCH 40 C - U- zVENT AND INTAKE PIPINGWFURN CE. PIPING WITHIN UNHEA ,� W 5 6.EAV SPACE SHALL BE INSULA ',� R. DOWN AND WI H ONE INCH PIPE INSULATer, OFF ET AL NG BEAM i2)FULL RADIUS ELBOWS i�/IC�I Z v x OFF DISCHARGE. NO E.J11 SOLARE OR SMALL RADIUS ALLOWED. --- FURNSH AND INSTALL SCH 40 CPVC GENERAL CONTRACTOR 0 LENT AND INTAKE PIPING TO IF ROVIDE FULL SIZE AC ESS FURNACE PIPING WITHIN UNHEATEDAPIELS FOR AH-3 SERVICE EA'vE SPACE SH A�,4p T, HEIGHTALONGTHIS WITH ONE INCH PIPE'INSULATION. REFRIGERANT PIPING TO WPll3'-e'N- ACC-3. OFFSET ABOVE FIRST FLOOR CEI ING REVISIONS 7-26-2011 ADDENDUM#1 MAP.E UP AIR VD8',DROP TO UCT SMIIE D TEE.TCPITCHED VENTED CURB. CEILING DIFFUSERDUCTS DOWN TO URNISHAL4N MC•UL TED CONFIRM PITCH WITH HOOD MAKE UPWITH V.D. (TYP 4! AIR PLENUM OBD 1'HVAC. iVIR p B" IrEGENERAL COWTRACTOR LARM CCSVTRA.Tok 76"EXIT" EM GOOSENECK1_,•10" DROP _ WITH REMOVABLE BIRD AIID OFFSET IN _ SCREEN 16"DUCT " WELDED 2- 16 GUaGE E•nA_:ST FLOOR JOIST -� 8"STRAIGHT 1S" DUCT WITH Y FIRE-MASTER F:US - x UC7 OFF MUA-1 U.L.LISTED INSULATION. 76"X16' WELD 0 16 ,UAGE HOOD EXHAUST P FULL IZE ISCHARGE ST 40" THROUG RGO i0 DISCHARGE TERhII+ L� EXHADUCT )OWN OWN TO HO 16"X16" XHAU DT ©�— O NEW 2.400 CP To �\E LLA DIRECT FIRED I WI,,I/ MAKEUP AIR' U IIT 5 u %MUA 200,000 BTU! R SUSPEND UNIT ACCESS FROM JOISTS. i PANELS oT vi'^ NOT ON DECK AN FOR 16"X115" HEF\ '—\ - AH-3 'MU4. \ 3 SERVICE I I /ILINED .-c TURD, �17 \� FLEhUtS. Iv1-TiH t0-•a O•F+:,F T: DRAWN:WK 16"XI6" _. .I+LET T. 'N-3 -_ © MD Q�h:ITCHEI+ iciLil, Q:HECKED:AEM C \ Ho LE, _.cOG. r DIFFUSEK i _. .! �:'OO. 18";;1e" SCALE va^=r-o^ E'� UST FAN L'E,� DATE:JAN 28,2011 D --�-- — —._ TITLE _ -- --------- --------..-_._---� --I SECOND FLOOR — - --_ ----- ---------- CUSTOM TP.IAIVC•ULAk LOUVER IN PEAR. OF HVAC LAYOUT HOOD NEW CAF AI'R SUPARE PS; ROOF. 48- WIDE AT EASE. F!JRNISH AN, MOUNT FAN "P.T. MAKE!!P .VIP. SUPPLE=LEI:�M INSTALL INSULATED SHEETMETAL PLENUM ON 4"X4"P.T. ON REAR WITH BIRDSCREEN DEP7H INTO SHEET WOOD WITH SPRING ATTIC SPACE AS ADEOUATE FOR ALL ISOLATORS. OUTDOOR AIR INTAKE DUCT CONNECTIONS NEW HOOD M-4 SHEET 4 OF 4 ELECTRICAL GENERAL NOTES c��S4TTS ELECTRICAL GENERAL NOTES 27, EXACT LOCATIONS OF ALL CEILING MOUNTED EQUIPMENT LIGHTING FIXTURES, ETC. 1. CONDITIONS OF THE CONTRACT AND DIVISION 1 GENERAL REQUIREMENTS. APPLY SHALL BE DETERMINED BY THE ARCHITECTURAL REFLECTED CEILING PLAN. TO WORK OF THIS SECTION. EXAMINE DRAWINGS AND OTHER SPECIFICATIONS LL n FOR REQUIREMENTS THAT AFFECT WORK OF THIS SECTION. a. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO BEGINNING WORK. 28. INSTALL ALL FIXTURES & LAMPS, COMPLETE WITH ALL NECESSARY 2. PROVIDE ITEMS REFERRED TO IN SINGULAR NUMBER IN CONTRACT DOCUMENTS W� <i SUPPORTS, ETC., AS CALLED FOR ON THE FIXTURE SCHEDULE. ALL FIXTURES IN QUANTITIES NECESSARY TO COMPLETE WORK. b. FINAL CONNECTIONS TO EQUIPMENT SHALL BE PER MANUFACTURER'S APPROVED WIRING DIAGRAMS, SHALL BE SUPPORTED INDEPENDENTLY OF THE CLG. SYSTEM & ATTACHED DIRECTLY ++oW. DETAILS AND INSTRUCTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TO THE BUILDING STRUCTURE. 3. VISIT SITE AND EXAMINE CONDITIONS UNDER WHICH WORK MUST BE PERFORMED. COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. REPORT ADVERSE CONDITIONS IN WRITING TO ARCHITECT /ENGINEER. COMMENCE- PROVIDE MATERIALS AND EQUIPMENT COMPAc. CONTRACTOR SHALL VISIT JOB SITE PRIOR I BID AND VERIFY THAT CONDITIONS ARE AS 29. ALL 120V BRANCH CIRCUITS LONGER THAN 100 FEET AND 277V BRANCH CIRCUITS MENT OF WORK SHALL BE CONSTRUED AS COMPLETE ACCEPTANCE OF EXISTING INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID COSTS, THE REQUIREMENTS TO MAKE HIS LONGER THAN 175 FEET SHALL BE #10 AWG OR LARGER. CONDITIONS INCLUDING PREPARATORY WORK DONE BY OTHERS. WORK MEET THE EXISTING CONDITIONS. 30. BRANCH CIRCUIT WIRING MAY NOT BE SHOWN GRAPHICALLY ON DRAWINGS & MAY CONTRACTOR SHALL VISIT JOB SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS BE INDICATED BY CIRCUIT NUMBERS BESIDE FIXTURES, DEVICES AND EQUIPMENT. INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID COSTS, THE REQUIREMENTS TO MAKE HIS U O d.THIS IS A STANDARD LEGEND SHEET. SOME SYMBOLS OR ABBREVIATIONS MAY APPEAR ON THIS PROVIDE COMPLETE WIRING SYSTEM WHETHER OR NOT INDICATED GRAPHICALLY. WORK MEET THE EXISTING CONDITIONS. z 1 E SHEET AND NOT ON THE PLANS. 31, RUN CIRCUITRY CONCEALED UNLESS SHOWN OTHERWISE. e. PROVIDE AND MAINTAIN A CLEAR WORKING SPACE ABOUT ELECTRIC EQUIPMENT ppEE op q o IDE M 7 g S I O� o (SWITCHBOARDS,PAN ELBOAROS, ETC.)IN ACCORDANCE WITH NEC ARTICLES 110.26 AND 110.34. 32. RUN EXPOSED CIRCUITRY FLUSH TO STRUCTURE NEATLY AND RECTILINEARLY, 4' DRAWINGS.W000RDNt�ATERELECTRICALERWA�L�SKA�ID�ECWUOIPMENz OTHERODISCIPLINES. O a�� raj o PARALLEL OR PERPENDICULAR TO WALLS IN UNFINISHED SPACES. Fil( Or 0 Q)'t f. BOND RACEWAYS AND THE FRAMES AND ENCLOSURES OF MOTORS, BREAKERS, SWfTCHES, 33. PROVIDE EXPANSION FITTINGS FOR RACEWAYS THROUGH BUILDING EXPANSION 5. GIVE NOTICES, FILE PLANS, OBTAIN PERMITS AND LICENSES. PAY FEES AND V) W N I AND OTHER ELECTRICAL EQUIPMENT TO THE BUILDING GROUNDING SYSTEM. INSTALL AN INSULATED JOINTS. BACK CHARGES, AND OBTAIN NECESSARY APPROVALS FROM AUTHORITIES THAT n Lo EQUIPMENT GROUND CONDUCTOR IN EACH RACEWAY OR CONDUIT. SIZE EQUIPMENT GROUND 34. ALL NEW WIRING SHALL BE TYPE RHW OR MI RATED 90'C 600 VOLT. WET OR DRY HAVE JURISDICTION. Q Q^� �� CONDUCTOR IN ACCORDANCE WITH NEC TABLE 250.66. LOCATIONS, MINIMUM BRANCH CIRCUIT WIRING SHALL BE NO. 12 AWG . 6. PERFORM WORK AS REQUIRED BY CODES, REGULATIONS AND LAWS OF LOCAL, C7 35. ALL NEW WIRING CONCEALED ABOVE HUNG CEILINGS, IN FURRED WALLS, CEILING STATE AND FEDERAL GOVERNMENTS AND OTHER AUTHORITIES WITH LAWFUL Z_ 0 r, 0 SPACES, IN CONCRETE SLABS OR EXPOSED SHALL BE ELECTRIC METALLIC TUBING JURISDICTION. 00 h. ALL DATA/VOICE/COMMUNICATION/CAN/SAT. WIRING SHALL BE INSTALLED BY OTHERS. COORDINATE E E I o C H p LU 0 pv WITH THE RESPECTIVE INSTALLER. ELECTRICAL CONTRACTOR TO PROVIDE EMPTY CONDUIT WITH PULL OR METAL CLAD (MC) CABLE. 7' 7HECLAiQESTCRINANDTRARDEROF THE ELECTRICALLNATIONAL CODEORDANCE WITH W t Z STRING HUNG ABOVE CEILING. COORDINATE WITH ARCHITECT FOR EXACT LOCATION ON INSTALLING IN 36. SCUT OR DRILL ATISFACTORY HOLES REQUIRED PATCHING ELECTRICAL SHAL BE DONE N A BYTHE LOCAL AND STATE AUTHORITIES HAVING JURISDICTION AND TPE LOCAL UTILITY COMPANY. wp EACH PERPESTIVE LOCATION. 8. MATERIAL AND EQUIPMENT SHALL BE UL, ASME, AND AGA APPROVED FOR k. ELECTRICAL CONTRACTOR TO VERIFY ALL POWER CAPACITY WITH THE MECHANICAL/PLUMBING GENERAL CONTRACTOR. Z Z 37. ALL TOILET FANS SHALL BE WIRED TO A SEPERATE ON/OFF SWITCH EXCEPT AN NOTED. INTENDED SERVICE. MATERIALS AND INSTALLATION SHALL MEET REQUIREMENTS w p x I CONTRACTOR PRIOR TO WIRING. OF NATIONAL ELECTRICAL CODE (NEC). Q ¢_LL w L THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH SPRINKLER TRADES TO MAKE CERTAIN ALL 38. ALL WIRING IN A PLENUM CEILING SHALL BE UL LISTED PLENUM RATED CABLE. 9. THE COMPLETE ELECTRICAL INSTALLATION, INCLUDING MATERIALS SHALL BE w TAMPER SWITCH & FLOW SWITCH, ARE INCLUDED IN THE BIDS. 39. ALL ELECTRICAL OUTLETS LOCATED WITHIN 6' OF SINK SHALL BE GFCI TYPE. INSTALLED, WIRED AND GROUNDED IN ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE NATIONAL ELECTRICAL CODE, LOCAL ORDINANCES 40. ALL EBU'S & EXIT SIGNS SHALL BE FED FROM THE BRANCH CIRCUIT FEEDING THE AND LAWS. NORMAL LIGHTING IN THE AREA TO BE SERVED AS REQUIRED TO CONFIRM WITH 10. MAINTAIN RECORD DRAWINGS ON SITE. RECORD SET MUST BE COMPLETE AND NEC 700-12(F) (UNLESS OTHERWISE INDICATED) CURRENT AND AVAILABLE FOR INSPECTION WHEN REQUISITIONS FOR PAYMENT 41, EXIT SIGNS AND EMERGENCY LIGHTS SHALL HAVE THEIR OWN SELF- CONTAINED BATTERY POWER ARE SUBMITTED. SUPPLY. IF LOCAL CODES REQUIRE A DIRECT TAP BEFORE ANY CIRCUIT BREAKERS THEN INCORPORATE 11. GUARANTEE WORK REPAIR OR REPLACEE WRITING FOR ONE YEAR FROM DATE OF DEFECTIVE MATERIALS OR INSTALLATION OCCURRING WITHIN FINAL ACCEPTANCE. INTO GENERAL ELECTRIC RISER DIAGRAM. THE GUARANTEE PERIOD AT NO COST TO OWNER. 42. DO NOT CONNECT EMERGENCY LIGHTS OR EXIT SIGNS ANY OTHER LIGHT FIXTURE. PROVIDE ENTIRELY 12. SUBMIT GUARANTEE TO ARCHITECT BEFORE FINAL PAYMENT. SEPERATE RACEWAY SYSTEM. 13. STATEMENT OF GUARANTEE REQUIREMENTS SHALL NOT BE INTERPRETED TO LIMIT 43. E.0 SHALL INCLUDE A PRICE TO PROVIDE FURNISH AND INSTALL 6 ADDITIONAL EMERGENCY LIGHTS OWNER'S RIGHTS UNDER LAW AND THIS CONTRACT. AND 6 ADDITIONAL EXIT SIGNS. 14. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF 44. ALL RECEPTACLES SHALL HAVE TWO (2) REVOLUTIONS OF ELECTRICAL TAPE SYSTEMS. PROVIDE INFORMATION AND COMPONENTS NOT SHOWN ON RISER DIAGRAMS (SCOTCH 33+) OVER ALL THE TERMINALS, TO PREVENT ACCIDENTAL CONTACT WITH BUT SHOWN ON PLANS AND VICE VERSA, AS IF EXPRESSLY REQUIRED ON BOTH THE JUNCTION BOX OR OUTLET BOX. 15. IT IS NOT THE INTENTION OF THESE DRAWINGS THAT EVERY HANGER, WIRE OR DEVICE BE SHOWN. ALL SUCH ITEMS SHALL BE FURNISHED AND INSTALLED 45. DOWN STREAM OF THE AIR FILTERS AND AHEAD OF ANY BRANCH CONNECTION IN ALL AIR AS MAY BE NECESSARY TO COMPLETE THE ELECTRICAL SYSTEM AS USUALLY SUPPLY SYSTEMS HAVING A CAPACITY GREATER THAN 2000CFM DUCT SMOKE DETECTOR SHALL GIVEN TO THE TRADE AND TO THE SATISFACTION OF THE OWNER/ARCHITECT. SHALL BE FURNISHED BY THE FIRE ALARM CONTRACTOR AND INSTALLED BY MECHANICAL W CONTRACTOR & WIRE BY THE FIRE ALARM-CONTRACTOR, AND.CONNECTED TO FIRE ALARM SYSTEM. 16. THE ELECTRICAL CONTRACTOR IS TO OBTAIN A COMPLETE SET OF DRAWINGS RUN CONDUIT & WIRING FROM EACH UNIT, CONNECT TO TEST SWITCH/PILOT LIGHT. LOCATION AND SPECIFICATIONS PRIOR TO BIDDING, AND IS TO BECOME THOROUGHLY FAMILIAR SHALL BE DETERMINED BY ENGINEERING OR LOCAL FIRE DEPARTMENT. WITH THETHE ARCHITECTURAL STRUCTURAL, PLUMBING MECHANICAL FEATURES DUCT SMOKE DETECTORS INSTALLED ABOVE CEILING SHALL HAVE A R.T.S. MOUNTED BYCRIEVIEWINGLTLL ASTINGACONDITIONSGANDCVISITING'THE JOBSTtr THEF�fOR�PCT 8f� LL m (n ON THE CEILING TILE DIRECTLY BELOW LOCATION OF DUCT SMOKE DETECTOR. ALL EXIST CONDITION CAUSING INTERFERENCE WITH THIS CONTRACTOR WORK SHALL LL BE INDENTIFY AND SHALL NOTIFY THE ARCHITECT, PRIOR TO SUBMIT BID. Vr 0 Z DUCT SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER QUALIFY THE BID PRICE WITH THESE EXCEPTIONS. SPEC'S NFPA-72 AND NFPA-90 THEY SHALL BE RESETTABLE AT THE FIRE ALARM CONTROL Z Q Q OR OTHER LOCATION APPROVED BY THE LOCAL F.D. REMOTE DUCT SMOKE INDICATORS- SHUT DOWN 17 ADDRESS QUESTIONS TO ARCHITECT AND ENGINEER IN WRITING _ LATCHING SUPERVISORY SIGNALS FOR ALL REMOTE DUCT SMOKE INDICATOR SHALL REPORT TO A BEFORE AWARD OF CONTRACT. OTHERWISE, ARCH/ENG INTERPRETATION CENTRAL SUPERVISING STATION. THE CENTRAL STATION SHALL NOTIFY THE BUILDING OWNER OF MEANING AND INTENT OF DRAWINGS SHALL BE FINAL AND BINDING. 5 m 18. SUBMIT SHOP pp DRAWINGS AND PRODUCT DATA WITHIN 20 WORKING DAYS AFTER m V- W Z 45. INSTALL 20A WEATHERPROOF GFI RECEPTACLE AT EACH OUTSIDE CONDENDER UNIT FOR SERVICE. SUBMITTAESCBEF0 ETTRCANSMITTINTGMTO ARCHI7ECTW�HENGINJEERT INDICATE LLI d � Q 46. TIE-IN ANSUL SYSTEM OF HOOD INTO FIRE ALARM. DEVIATIONS FROM CONTRACT DOCUMENTS. 47. ALL ELECTRICAL CIRCUITS TO EQUIPMENT UNDER KITCHEN HOOD SHALL BE INTERLOCK 19. DEVIATIONS FROM CONTRACT DOCUMENTS OR PROPOSED SUBSTITUTION OF W Q N >- WITH SHUNT TRIP & FIRE ALARM. MATERIALS OR EQUIPMENT FOR THOSE SPECIFIED SHALL BE REQUESTED IN Z () m = SEPARATE LETTER, WHETHER DEVIATIONS ARE DUE TO FIELD CONDITIONS, 48. ALL ELECTRICAL REQUIREMENTS FOR WALK IN COOLER/FREEZER/ TO BE COORDINATED WITH STANDARD SHOP PRACTICE, OR OTHER CAUSES. MANUFACTURER SHOP DRAWINGS. 20. SCHEDULE AT LEAST TEN WORKING DAYS, EXCLUSIVE OF TRANSMITTAL TIME FOR a. E.0 SHALL FURNISH DISCONNECT AT REFRIGERATION CONDENSING UNIT(S), INTERNAL SUBMITTAL REVIEW. WIRING OF CONDENSING UNITL`S; AONLRGHTS I WIRING Of LIGEVAPORATOR TS AND WIRINGS' 21. TEMPORARY LIGHT AND POWER SHALL BE PROVIDED ON SITE, INSTALLED AND WIRING OF DRAIN RLINE�pHLLEAFtt��rcq� CpN 7pp�� WIRED BY THE ELECTRICAL CONTRACTOR. ENERGY COSTS SHALL BE PAID bIRF8ffsADT81TfONALSl4 MATION SEENEOTOFREEZER ELECTRICAL REQUIREMENTS FOR BY G.C. (ON PANEL SCHEDULE). 22. THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH HVAC TRADES TO MAKE CERTAIN ALL REVISIONS COMPRESSORS SHALL BE INSTALLED BY KITCHEN EQUIPMENT CONTRACTOR. FINAL POWER CIRCUITS, CONTROL CIRCUIT ARE INCLUDED IN THE BIDS. ALL HVAC EQUIPMENT IS TO CONNECTION SHALL BE BY THIS CONTRACTOR. ALL CIRCUITS SHALL BE ON LOCK-ON BE PROTECTED WITH FUSES (DUAL ELEMENT) SIZED EXACTLY IN ACCORDANCE WITH THE BREAKERS. LABELS. SPLIT SYSTEM AIR HANDLER AND CONDENSING UNITS ARE CONNECTED WITH CONTROL CIRCUITS. 49. ITS THIS ELECTRICAL CONTRACTOR RESPONSIBILITY TO COORDINATE WITH THE LINE VOLTAGE HVAC CONTROL COMPONENTS SHALL BE FURNISHED BY THE HVAC CONTRACTOR KITCHEN REPRESENTATIVE FOR ALL KITCHEN EQUIPMENT INSTALLATION CONFIGURATION AND INSTALLED/WIRED BY THE ELECTRICAL CONTRACTOR. BEFORE ROUGH-IN. a) ALL ELECTRIC HEATERS SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR AND INSTALLED & WIRED BY THE ELECTRICAL CONTRACTOR. 50.THE FIRST AND BASEMENT LEVEL SHALL BE FURNISH AND INSTALLED WITH NON METTALLIC 23. THE ELECTRICAL CONTRACTOR pISS TO COORDINATE WITH PLUMBING/SPRINKLER TRADES TO MAKE CERTAIN ALL /NONCORROSIVE TOGGLE SWITCH AND DUPLEX RECEPTACLE PER NEC. UL MARINE LISTED. POWERWIRE C TRACE B INTOUTHE EN THEIC ID PANEL RUN FEEDERS IN HEAVY DUTY PVC CONDUIT TAMPER SWITCH & FLOW SWITCH ARE TIE BACK TO THE FIRE ALARM CONTROL PANEL WIRE GAS OR ELECTRIC HOT WATER HEATER. 24. CONTACT THE LOCAL UTILITY COMPANY. COORDINATE AND ARRANGE FOR ELECTRIC SERVICE. FURNISH AND INSTALL ACCORDANCE WIITTH THEOSAMESPRNOJECTASLCONSTRIUCTION SAME AT THEOIUTILITY SERVICE YCRULESTAND IN REGULATIORVICE NS. FURNISH NNIS AND INSTALL ALL MATERIALS AND LA OR REQUIRED BY THE UTILITY COMPANY FOR THE CONTACT THE TELEPHONE COMPANY AND MAKE ARRANGEMENTS FOR THE TELEPHONE SERVICE INSTALLATION. THIS CONTRACTOR SHALL FURNISH AND INSTALL CABLE AND/OR CONDUIT RACEWAYS, AS REQUIRED BY THE TELEPHONE COMPANY TO ACCOMMODATE THEIR WORK AND PROVIDE A WORKING TELEPHONE SYSTEM TO THE OWNER. DRAWN C.P 25. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. RE-ARRANGE CIRCUITS PER FIELD CONDITIONS AND TO BALANCE THE CHECKED A.E.M LOADS AT THE PANELS PER SPECIFICATIONS. ELECTRICAL PONTRACTQR SSE N.TS $HALL DOCUMENT ALL AFFECTED CIRCUITS AND PROVIDE AS-BUILT PANEL DIRECTORIES AND DRAWINGS PER SPECIFICATIONS. DATE lrAwt 26. FURNISH AND INSTALL NAME PLATES ON ALL NEW ELECTRICAL EQUIPMENT (SCREW TITLE ON TYPE) AND PROVIDE TYPEWRITTEN SCHEDULE OF CIRCUITS IN ALL PANELBOARDS. ELECTRICAL NOTES AND LEGEND SHEET E-1 SHEET 1 OF 10 PLENUM PROTECTION - �p5ET1s , NOZZLE ELECTRICAL SYMBOL LEGEND �o NOZZLE RA DESCRIPTIONS SYMBOL DESCRIPTIONS a A REFERENCE TO LIGHTING FIXTURE SCHEDULE FLUSH MOUNTED PANELBOARD OR LOAD DECTECTOR 3 =LIGHTING PANEL CIRCUIT NUMBER DISTRIBUTION PANEL CENTER(SURFACE)= SWITCH ASSOCIATED WITH FIXTURE CONTROL 78"to top of enclosure 1'x 4' FLUORESCENT FIXTURE,SURFACE MOUNTED ---- LIGHTING AND BRANCH CIRCUIT PANEL TERMINAL CABINET,TYPE AS SPECIFIED FLUOR. FIXTURE,NIGHT LIGHT a MOTOR,NUMBER INDICATES HORSEPOWER ® FLUOR. FIXTURE,EMERGENCY LIGHT U O APPLIANCE PROTECTION / MOTOR,FRACTIONAL HORSEPOWER Z NOZZLE REMOTE MANUAL ❑ LUMINAIRE,CEILING MOUNTED(SURFACE) CABLE TELEVISION " r N O PULL STATION Cam}+ r7 O O ❑-1 LUMINAIRE,EXTERIOR WALL MOUNTED (SURFACE) THERMOSTAT ® LUMINAIRE,CEILING MOUNTED, (RECESSED) 4"SQ.JUNCTION BOX W 3 4"CONDUIT STUB-UP O� N M O 0 JUNCTION BOX ( / < _O REMOVABLE STAINLESS ABOVE CEILING OR OUT O WALL [\ OPTIONAL PRE-WIRED ELECTRICAL II STEEL SERVICE DOOR V FLOODLIGHT, MOUNTING AND WATTAGE AS SPECIFIED Q (n [O TERMINAL BOX WITH TERMINAL STRIPS + ❑ INTRUSION DETECTOR,INSTRUMENT, DEVICE AS NOTED Q 3-PHASE CONTACTORS AND OVERLOAJSS AGENT TANK C.D C t0 • LUMINAIRE,PENDANT MOUNTED, LAMP AS SPECIFIED (IF APPLICABLE) FAN AND LIGHT ER SHUNT TRIP CONTROL PANEL OEM RELEASES p FO EMERGENCY BATTERY UNIT REMOTE EMERGENCY Z O ^r BRACKET ASSEMBLY ISI W LIGHTS HEAD LIGHT HEADS WP NON-FUSED DISCONNECT SWITCH. "WP"=WEATHERPROOF � O E v� LU POWERED EMERGENCY EXIT SIGN 30 25� FUSED DISCONNECT SWITCH. 30 = DISCONNECT SIZE, W L, l3 O TYPICAL ANSUL R-102 SYSTEM LAYOUT '25" FUSE SIZE, 'WP"=WEATHERPROOF Z O Z V J A TEL/DATA. RECEPTACLE,3/4"HOME RUN U.O.N. O -SAME HEIGHT AS RECEPTACLES LC LIGHTING CONTACTOR CO NOW Z Q EQUIPMENT WIRING NOTES: Q TEL. RECEPTACLE,3/4"HOME RUN U.O.N. W O � A.EC.SHALL WIRE MAIN GAS SOLENOID VPLVE TO ANSUL CONTROL PANEL. - SAME HEIGHT AS RECEPTACLES MS MOTION SWITCH,ADJUSTABLE"ON"TIMER X B.E.C.SHALL PROVIDE WIRING FROM ANSUL CONTROL PANEL TO MAIN FIRE ALARM CONTROL PANEL. fOFFlCEI DUPL RECEPTACLE MT. H(,IGHT SHOWN WIRING NROgN SLASHES �tINDICATES 2#11I22& 1p012 GROUND gINg3//4"C w 0-Lai W C.E.C.SHALL PROVIDE A CONTACTOR WITH NUMBER OF POLES AS REQUIRED AND WIRE EQUIPMENT RECEPTACLES WALL MOUNTED 18 A.F.F. QFCCURBENTTCA�RRINY NCONDUCTORS WHEN MORE TH L2. UNDER HOOD VIA CONTACTOR. E.C. SHALL WIRE CONTACTOR CONTROL COIL i0 ANSUL WP GFC�I DUPLEX RECEPTACLE MT. HEIGHT SHOWN _, . CONTROL PANEL. ( - a 18 A.F.F.OR 6"ABOVE COUNTER UNLESS NOTED OTHERWISE ;µ D TO THE COFTROLIOCIRCUIIT D2�THEAK CHEN EXHAUSIT FAN ANMAKE-UP TAIRL UNIT WIRE EACH ONE �GFI DUPLEX RECEPTACLE,WEATHERPROOF, HP-1.3 OFR CURRE TA ELBOA D.C"p OF SLASH MARKS INDICATE NDUCTORS WHEN MORE THAN 2. GROUND FAULT TYPE 'HP"= PANEL, "1,3"= CIRCUIT NUMBERS. WHEN ANSUL SYSTEM ACTIVATES,THE FOLLOWING TAKES PLACE: TOGGLE SWITCH AA SIGNAL IS SENT TO THE MAIN FIRE ALARM CONTROL PANEL WHICH SENDS PANEL INTO ALARM MODE -E- EMERGENCY LIGHTING LOW VOLTAGE WIRING AND ALSO SENDS A SIGNAL TO THE FIRE DEPARTMENT. SPECIAL-RECEPTACLE AS NOTED VERIFY NEMA CONFIGURATION -h1f- CONDUIT SEAL B.SHUTS DOWN MAIN GAS LINE VALVE. C.SHUTS DOWN ELECTRICAL POWER FEEDING EQUIPMENT UNDER EXHAUST HOOD. tr 120V- 20A ISOLATED GROUND DUPLEX RECEPTACLE(ORANGE) !I! - CONDUIT UNION D.HOOD EXHAUST FAN CONTINUES TO RUN AND IS ALSO CONTROLLED BY'HOA"SWITCH AT MAIN FIRE ALARM CONTROL PANEL. @= LE WP DAMP AND WET DUPLEX RECEPTAC ,MT.HEIGHT SHOWN CONDUIT RUN INTERRUPTED E MAKE-UP AIR UNIT IS SHUT DOWN AND IS ALSO CONTROLLED BY"HOA"SWITCH AT MAIN FIRE ALARM CONTROL PANEL. WP DOUBLANDUWET RECEPTACLE UAD 18"A.F.. CONDUIT,TURNED UP,TOWARD VIEWER > CONDUIT,TURNED DOWN,AWAY FROM VIEWER CROSSHATCHING INDICATES COUNTS OF No. 12 CON- DUCTORS IF MORE THAN 3. NO CROSSHATCHING P© PHOTOCELL INDICATES 2 No. 12 AND t No. 12 GROUND. LONG HATCH IS A NEUTRAL AND/IS GROUND CONDUCTOR SECOND FLOOR $ SINGLE POLE SWITCH 48-A.F.F ELI TRANSFORMER $a THREE-WAY SWITCH 48"A.F.F COMBINATION FAN WITH LIGHT FIXTURELU $4 FOUR-WAY SWITCH 48"A.F.F Uj 208/O 2AOV/3® XFMRP $D DIMMER SWITCH 48"A.F.F EXTERIOR WALL PACK, PHOTO CELL, METAL HALIDE, 50 WATT �y 86 U) FIRST FLOOR GRADE LEVEL) FIRE PROTECTION FUT FUTURE BRANCH CIRCUIT FEEDER OR DUCT EXPOSED Q KNOCK BOX+ BEACON LIGHT OB 24 LT BELL ABOION -FT- FUTURE OR BELOWRANCHGRADE IRCUIT.FEEDER OR DUCT CONCEALED 0 ZCC SWITCH ® FLOOR PLAN GRAPHIC LAYOUT(COVER PLAXI GLASS) EXIST EXISTING BRANCH CIRCUITT FEEDER OR DUCT EXPOSED Z W C M) BOARD "PP1" "PP2" "KP7" ADDRESSABLE CT FA.C.P FIRE ALARM CONTROL PANEL 60hour battery hack up J �^ COMPT F.AR.A FIRE ALARM REMOTE ANNUNCIATOR _EXIST_ EXISTING BRANCH CIRCUIT, FEEDER OR DUCT co BASEMENT LEVEL CONCEALED OR BELOW GRADE m LL W Z R.I REMOTE ALARM INDICATOR LIGHT NEW BRANCH CIRCUIT FEEDER OR DUCT EXPOSED W �j Z ONE LINE RISER SCHEMATIC N,T.S ��11 FIRE ALARM ADA STROBE LIGHT 15/75 cd ___ NEW BRANCH CIRCUIT, FEEDER OR DUCT CONCEALED a (D Q Ell FIRE ALARM HORN AND ADA STROBE LIGHT 15/75 cd OR BELOW GRADE W Q " EXISTING EQUIPMENT,CONDUIT AND WIRING Z U co X I LIGHT FIXTURE SCHEDULE ❑F FIRE ALARM PULL STATION TO BE REMOVED i --® MOTORIZED DAMPER 120V FIXTURE MANUFACTURER'S CATALOG LAMPS Smoke Detector"denote D duct smoke detector" VOLTS MOUNTING REMARKS S Smoke Detector"Denote S interlocked with fire alarm system" PROVIDE PENDANT WHERE HUNG TYPE DESCRIPTION NUMBER Smoke Detector"denote R elevator recoil" C L�' p N0. TYPE 8'-6" T EXIT SIG R STRUCTURE EXCEEDS COMBINATION RATE OF RISE DETECTOR TO"140' '1 EXIT SIGN RECESSED PAINTED AFTER FAB. � FIXED TEMPERATURE HEAT DETECTOR B ELECTED BY ARCHITECT FURNISH AND INSTALLED ULWET LOCATION Q AUTOMATIC FIXED TEMPERATURE HEAT DETECTOR 81 BY THE E.0 RECESSED "190'"TO "200'" © FIRE ALARM AUDIOVISUAL DEVICES REVISIONS C COLUMBIA JT824-232GFA12-125-3E-4 F32T8 120 RECESSED .B.0 EMERGENCY BATTERY 2 syfflmurn f a, UNITS SHALL BE CONNECTED TO AREA minimum 96 minutes D COLUMBIA 4T822-23246FA72-E-U 2 FB31TS 120 RECESSED UNSWITCHED LIGHTING CIRCUIT. EX EXIT SIGNS SHALL BE CONNECTED TO AREA 4'-6" WALL TELEPHONES EVENUTE TLX-EM-RU Wall mounted 4'-0" ® e e e SWITCHES E - LED 120 SURFACE SELFCONTAINED e I UNSWITCHED LIGHTING CIRCUIT. Exit Signs FIRE ALARM PULL STATION G HHTE MANUFACTURER H24210-1/2-WGUOPAL-32M 1 CF32PLT 120 PENDANT C07CORD ADDRESSABLE MINI COLOR ADDRESSABLE MONITOR MODULE MM INPUT MODULE FLUORESCENT LAMP ® TELEPHONE H LIGHTOLIER 1128T/1102T26W 2 26W QUAD 120 RECESSED -- - - - - - -- - ® /DATA OUTLETS OR SIMILAR TYPE fT FIRE ALARM TERMINAL BOX 7, FIRE ALARM TERMINAL CABINET FINISHED FLOOR ❑ � RECEPTACLES I COLUMBIA W2-217-E-U 2 F17T8 120 WALL SURF. UL DAMP LOCATION CONTROL MODULE +M CONTROL AND MODULE 1� MOUNTING HEIGHTS SHALL BE MEASURED FROM FINISHED FLOOR TO CENTERLINE OF J COLUMBIA FW102-217GMW'EUDL 2 F17T8 120 RECESSED PAINTED AFTER FAB. DEVICE EXCEPT EXIT SIGNS. K COLUMBIA LUNG-232-4E-U 4 F32T8 120 SURFACE CEILING UL WET LOCATION ®T' REMOTE TEST STATION 2.DEVICES SHALL BE INSTALLED ON A COMMON VERTICAL CENTERUNE WHEREVER POSSIBLE FIBERGLASS HSG 3.ALL DEVICES SHALL BE INSTALLED AT MOUNTING HEIGHTS AS INDICATED ON THIS DETAIL UL WET LOCATION RA.I REMOTE ALARM INDICATOR UNLESS OTHERWISE NOTED. L COLUMBIA LUN4-232-4E-U 2 F32T8 120 SURFACE CEILING FIBERGLASS HSC M COLUMBIA BIL4-232-EP-4-EL 2 F32T8 120 SURFACE WALL RELAY FOR MUSIC SHUT DOWN TYPICAL DEVICE MOUNTING HEIGHTS DETAIL NTS EBU EVENUTE TLM2-W 2 5.5 MR16 120 SURFACE WALL FS FLOW SWITCH © TAMPER SWITCH DRAWN C.P S1 HILRE MANUFACTURER H60218-1/2-WGUOPAL-42M 1 CF42PLT 72p POLE/ARM COLOR BY OWNER CHECKED AE.M St ARM-4SM-HD8D610-5 SCALE N.T.S N COLUMBIA CS232-E-U-KHC 2 F32T8 120 CHAIN DATE 1I282071 WL EVENUTE WL6-AL-CT 2 15.5 XENON 120 SURFACE WALL UL WET LOCATION 20 r F,SELFCONTAINED TITLE ELECTRICAL LEGEND A ZOOM LIGHTING ZR-43WW-D-1-54TSHO-A-0-4-W-UNIV-DIM,LAMP GE F54T5/830 3000K,TYPICAL FOR(10) Z COLUMBIA LUN424HO-E-U-DR AND ANSUL RISER 2F48T12HO B BASELINE BHS12,COLOR TO BE SELECTED BY ARCHITECT,WHITE CORD, LAMP:ACCU SSL LED PAR 30 45' 2700K, LOCATED IN COOLER,FREEZER CUTTING ROOM,-20F SHEET _ 12W DIMMABLE,TYPICAL FOR(10) N LIGHTOUER 1013WH& t000P1 LAMP:ACCU SSL LED PAR 30 25'2700K 12W DIMMABLE TYPICAL FOR(4) 0 LIGHTOLIER 1029WH& 1000P1 LAMP:ACCU SSL LED PAR 30 45' 2700K 12W DIMMABLE TYPICAL FOR(4) P LIGHTOLIER 1001HWFHF& 100IF26U LAMP: 26W TRIPLE TUBE GX24Q-3 BASE SHEET 2 OF 10 ayP�H�SETTS ELECTRIC CIRCUIT BREAKER PANEL CAPE FISH AND LOBSTER ELECTRIC CIRCUIT BREAKER PANEL CAPE FISH AND LOBSTER EQUIPMENT SCHEDULE �� w .PP'. "KPI" `� o ITEM SEE NOTE GAS ELEC A LOAD CONNECTION EQUIP. n - q N0, qTY DESCRIPTION MfG AND MODEL U N INS UCORD/PLUG ��NDry `r LOAD _ _ EQUIP. EQUIP. " - �+ V gS EACH E- M E _ LOAD LOAD - E - E g LOAD EQUIP. + 8 1 WALK-IN COOLER _UH-5 1 20 1 2 20 2 BASEMENT ELECTRIC ROOM EH-2 SPARE 1 20 1 2 9 1 WIRE SHELVING 20 1 STEAMER 11 OU7DWR REFRIC ON R ACLU 3 30 3 4 ---- SPARE 1 20 3 4 20 1 STEAMER 11 10 1 RANGE GARLAND Z O --- -- -- 5 6 20 2 SPRINKLER ROOM EH-2 WALK-IN COOLER COMPRESSOR 2 20 5 6 20 1 STEAMER 71 _ ----- ---- 7 8 -- - ----- 11 1 STEAMER CLEVELAND RANGE I� - 7 8 20 1 KITCHEN SPARE RECEPTACLE N E ELECTRICAL ROOM SERVICE RECEPTACLE OUTLET 1 20 9 10 20 1 SPARE 8 FAN,UGHTS,REFRIG CONTROLS,TIMER. 2 20 9 10 2p KITCHEN CEILING DROP 12 1 MECHANDISER REF TURBO-AIR U LM CI't U ELECTRICAL ROOM SERVICE GFl RECEPTACLE OUTLET 1 20 11 12 20 1 STAIR 11 LIGHTING 14 -1- W GLASS DOORS O 0)2 1 M O RANGE HOOD LIGHT 1 -- 11 12 20 1 MECHANDISER REFRIGERATOR W/GLASS DOO S 72 13 i MECHANDISE.FREEZER TURBO-AIR NO I ¢ 0 1DOOR REFRIGERATION RE ACLE 13 14 20 1 STAIR 12 LIGHTING 14 KITCHEN HOOD ANSUL SYSTEM 1 -- 13 14 20 1 MECHANDISER FREEZER W/GL SS DOORS 13 W SS DOORS _ (aJ 15 16 20 1 BSMT STAIR RM LIGHTING E_12 t\ ICE MAKER COMPRESSOR. 2 30 15 16 14 EXHAUST HOOD(11'-5"x4' '7 Q LD Q^ _____ 18 20 1 EXTERIOR UGHTING(ON PHOTCEII) __ __ __ 17 18 - — 0 C 2 00 CO.) BASEMEM LI HI G 20 19 20 20 2 STAIR 2 EH-3 E-12 ICE MAKER COMPRESSOR. Z O v^U 2 30 19 20 REWOMEN F-1EH- __ 21 22 W E O 00 E 1 zo z1 22 __ _ 23 24 EXISTING EQUIPMENT SCHEDULE W WOMEN lEF-1 1 20 23 24 20 1 MEN lEF-1 Z O�Z v.. JANITOR TEF-2 1 20 25 26 0 1 SPARE 25 26 __ _ _ _ J PACKING/CUTTING RM EXHAUST FAN 2 20 27 28 2041 SPARE 27 28 - 3 ICE FIAI(ER CONDENSING UNIT E-20 ITEM SEE NOTE GAS ELEC U' N C7 W O N0. QTY DESCRIPTION MFG AND MODEL A LOAD CONNECTION Z ?r Z Z Q -''-- ---- 29 30 21 EXTERIOR SE C�_dfgCEP7ACLE 29 30---- __ s U N IN T BTU C CORD PLUG W O X ACC-1 2 30 31 32 20 1 31 32-- -- _____ _ BY EACH E - M =Q I UH-3 E-9 2 STEAMER EXIST p W a W W---" - -- 33 34 20 2 STAIR 1 EH-3 33 34-- 2 ICE FLAKER CONTROL E-20 _ ACC-2 2 50 35 36 -- - ----- E-10 1 I EXIST p 35 36-- - ---- ---- 37 3812012 FAN,LIGHTS,REFRIG CONTROLS,TIMER. 37 38 E-1 1 MAKEREXIST ACC-3 2 30 39 40 -- - --___ 39 40 EORNEUUS WCF-2200 ----- -- -- 41 4212011 SPARE 411421 SCALE EXIST D E-17 LOT SCALES EXIST 0 E-20 1 1 ICE FLAKER EKIST D RATED VOLTAGE ■ 120/208 AMP MAINS: 225A 3 PHASE 4 WIRE BRANCH POLES ■42 RATED VOLTAGE ■ 120/208 AMP MAINS: 225A 3 PHASE 4 WIRE BRANCH POLES ■42 HOWE +THE ELECTRICAL CONTRACTOR MUST VERIFY WITH THE pREPRESENTATIVE GENERIC CONTRACTOR E��K FO THE Uq ARiU�TdE GPRR AFaFF E�1D&Co%LERSE ICE MAKER E CONDENSERS AND EVAPS.BEFORE ROUGH IN 1.TO ELECTRICAL AND NCONFITRM EXACT POWER REQU REMFNT3SAND CORD/PLUG EQUIPMENT CONFIGURATIONS FOR PROPER ROUGH-IN CONFIGURATIONS.ALL NEW EQUIPMENT SHOULD BE TREATED IN THE SAME MANNER. ELECTRIC CIRCUIT BREAKER PANEL CAPE FISH AND LOBSTER ELECTRIC CIRCUIT BREAKER PANEL CAPE FISH AND LOBSTER 'PP2" 'PP3' EQUIP. m - _ m EgUIP, u q - _ m LOAD - E E n LOAD EOUIP. LOAD c E - E - LOAD EQUIP. n SECOND FLOOR IN-2 1 20 1 2 20 1 SECOND FLOOR RESTROOM EF-1 W ��,y(,� INTERIOR LOADING DOCK LIGHTING 1 20 1 20 1 MEN,LADIES,2 JANITOR UGHTING SECOND FLOOR. RESTROOY EH-1 1 20 3 4 20 1 UH-1 Uj LL. OFFICE AND KITCHEN UGHWNG 1 20 3 4 20 1 PACKING/LOBSTER ROOM DROP LIGHTING SALE AREA LIGHTING 1 20 5 6 20 1 PACKING/LOBSTER ROOM RECEPTACLE AH-2 - 1 20 5 6 20 1 HOT WATER HEATER O UI SALE AREA RECEPTACLE 1 20 7 B 20 1 LOBSTER TANK PUMP AH-3 1 20 7 8 2 2 MUA-1 U- O V/ SALE AREA RECEPTACLE 1 20 9 10 20 1 SUMP PUMP HEF-1 3 20 9 10 _ __ ----- 'n J Z SALE AREA RECEPTACLE 1 20 11 12 20 1 EXTERIOR LOADING DOCK PLATFORM -'-'- ---- 11 12 20 7 RESTROOM GFl RECEPTACLE V -- Q SALE AREA RECEPTACLE 1 20 13 14 201 1 13 14 20 1 AH-1 Z SALE AREA LIGHTING 1 20 15 16 20 1 STORAGE LIGHTING Q SATE AREA RECEPTACLE 1 20 15 16 20 3 POOL PUMP SERVICE RECEPTACLE 1 20 17 18 20 1 OPERATION/ACCOUNTING ROOM LIGHTING _J � OFFICE T AND OFFICE 2 RECEPTACLE: 1 20 17 18 ---- ----- OPERATION/ACCOUNTING ROOM RECEPTAC 1 20 19 211 20 1 RELIEF MOTORIZED DAMPER m 0 W Z SALE AREA LIGHTING 1 20 19 20 --__ ATTIC EXHAUST FAN 1 SALE AREA LIGHTING 1 20 21 22 20 3 POOL PUMP 1 20 21 22 20 1 W �j Z ATTIC EXHAUST FAN 2 1 PO 23 24 20 1 COMPRESSOR FOR CHILLER 3 20 23 24 ---- ----- _ ATTIC EXHAUST FAN 3 1 20 25 26 20 1 25 26 ____ _ ----- -- -- 27 28 20 3 AIR BLOWER 1 20 27 28 20 1 COOLER LIGHTING 1 20 29 30 ---- ----- 1 20 29 30 20 1 Z V FREEZER LIGHTING 1 20 31 --- ® 1 20 31 32 20 1 CUTTING ROOM LIGHTING 1 20 33 34 20 1 CARBON MONOXIDE 1 20 33 34 20 1 LOBTER TANK LIGHTING 1 20 35 3 20 1 1 20 35 36 20 1 COOLER UGHTING 1 20 37 38 20 1 MLO 20 BASEMENT DEHUMIDIFIERS 1 20 39 40 20 1 40 20 1BASEMENT DEHUMIDIFIERS 1 20 41 42 20 1 42 20 1 REVISIONS RATED VOLTAGE ■ 120/208 AMP MAINS:225A 3 PHASE 4 WIRE BRANCH POLES ■42 RATED VOLTAGE ■ 120/208 AMP MAINS: 225A 3 PHASE 4 WIRE BRANCH POLES 042 7-25-2011 ADDENDUM 1 FIRED H.V.A.C. FURNACE SCHEDULE ULTRA-HIGH EFFICIENCY GAS AIR COOLED CONDENSER SCHEDULE ELECTRIC HEAT SCHEDULE LABEL MODEL NO. CFM ELECTRICAL DATA LABEL MODEL NO, CONDENSER FAN ELECTRICAL DATA LABEL DESCRIPTION MODEL N0. L A A q H.P. VOLT PHASE H VOL PHASE M.C.A. M.O.C.P. RECESSED WALL W V HA COMMENTS AH-i 58MXB-040-08 800 1/5 120 1 ACC-1 24ABB3-24 1/12 208 1 17.6 25 EH-1 HEATER SRA_1512 3/4 1.5 120 1 SELF-CONTAINED THERMOSTAT, DISCONNECT SWITCH 58MXB-100-20 2.000 120 1 ACC-2 24A683-60 1/4 208 i 34.2 50 EH-2 SURFAC MTD FRA-2020 2.0 208 1 ELF-CONTAINED THERMOSTAT, DISCONNECT SWITCH,SURFACE MOUNT FRAME AH-2 WALL HEATER AH-3 58MXB-040-08 BOO 1/5 120 1 ACC-3 24ABB3-24 1/12 208 1 17.6 1 25 EH-3 WALL HEATER j FRC-2020 2.0 L208.1 1 ELF-CONTAINED TAMPER RESISTANT THERMOSTAT,DISCONNECT SWITCH AH-4 AWH-0550 1,000 3/4 208 1 ACC-4 POOLPAK PAC-42 1/Z 208 1 1 3.8 1 15 FAN SCHEDULE UH 1/16HP 120 VOLT FAN. LABEL MODEL NO. SERVICE C.F.M. H.P. REMARKS UNIT SHALL BE PROVIDED WTH THE FOLLOWING FACTORY EF-1 GB-161-10 CUTTING/PACKING 1,000 1 120 1 SEE BELOW FEATURES AND ACCESSORIES: INTEGRAL DISCCINECT HEF-1 NCA-16FA EXHAUST HOOD 2,650 1.5 208 3 CAPTN SWITCH, EAIRE UH UH UH UH TE I SE1-16-B TOILETS 100 FRAC 120 1 SEE BELOW SAME AS lRi-i DRAWN C.P CHECKED 3 4 5 2 AE.M TEF-2 SE7-15-6 JAN CLOSET 50 FRAC 120 1 SEE BELOW SCALE N.T.S FAN EF-1 SHALL BE PROVIDED WITH MOTORIZED DISCHARGE DAMPER,HANGING ISOLATOR KIT,TIMECLOCK CONTROL,SIDE ACCESS PANELS,BELT DRIVE,MOTOR COVER,DISCONNECT SWITCH(WIRED BY E.C.) DATE 1/2812011 FAN HEF-1 SHALL BE PROVIDED WITH PITCHED VENTILATED CURB(CONFIRM PITCH WITH G.C),SERVICE DISCONNECT SWITCH,GREASE DRAIN WIN COLLECTION BOX,BIRD SCREEN,BASE HINGE KIT(FIELD INSTALLED), MUA 2 HP BLOWER MOTOR UNIT VOLTAGE 208-30, TITLE INTERNAL VIBRATION ISOLATION 1 UNIT SHALL BE PROVIDED WITH THE FOLLOWING FACTORY FEATURES:DISCONNECT SWITCH, FANS TEF-1 AND TEF-2 SHALL BE PROVIDED WITH INTEGRAL FACE GRILLE AND BACKDRAFT DAMPER. N1RED i0 UCdIT$WITCH BY E.C. ELECTRICAL PANELS AND SCHEDULE SHEET E-3 SHEET 3 OF 10 \S T y P`�pSi 0 5 I I I owe f Z M N / PPl PP2 WP T ZH Q N Q i ( j PP1-9 STAIR 2I ELECTRIC ROOMi PPI-2,4 Zw U oo UPJA Z �"ZpZ- - - - — - - - —.—� W OX X ii l i PPl-Il Li d L� C � SUANDLF E ERABOVEER V PPl-1 LINE VOLT 6E WIRE ,�I�q{ UNEXCAVATED \C BY .G UH O I LOBSTER TANK J�<//IT;T PFAP FURNISHED BY OWNER i (` INSTALLED BY ¢OBSTER STANK MANUFACTURER AND WIRE 5 AND WIRE BY Tr�iIE E.0 I - -. .-. .-. --_-_-.-_ - - �J ❑ G E SWITCH P 1-I1 n� � N o N LOBSTER WATER to m BASEMENT ; TANK ROOM m ni ----------------------------- 1 iI I-------------------------------------------------- —_ — W ww UNEXCAVATED I I I o i 00Z — _--- Z WP - = F ppi-i I i = EL W a. - - --- - - - - - -O WQN -� -- ZUtC m i i REVISIONS 7-28-2011 ADDENDUM 1 BASEMENT LEVEL POWER FLOOR PLAN - I PP2 39 fl_1 10 11 WP PP2-41 I I WP PPp i r 4 ID EH l`-SUMP WP 2 FI F.D. PP1-11 PP1-6,8 .SPRINKLER ROOM DRAWN CI' -"-"-"" CHECKED AEM SCALE iK+fO DATE IrMMII TITLE BASEMENT LEVEL POWER PLAN SHEET E-4 G SHEET 4 OF 10 ��,M AA F CAL.CONTRACTOR MUST VERIFY WITH THE REPRESENTATIVE GENERAL CONTRACTOR '� SETTS THE EXACT BREAKERS•FEEDER SIZES REQUIREMENTS FOR THE CONDENSERSAND EVAPS.BEFORE ROUGH INLLOWING,CURING ROOM,FREEZER&COOLER,ICE MAKER, LATION SHALL COMPLY WITH THE MANUFACTURER RECOMMENDATION AND NEC ALL ALSO COORDINATE WRH G.0 FO EXACT LOCATION FOR CONDENSER AND EVAPS LOCATION. ICE MAKER (T• CONDENSER SUPPLIED Y 0 F (G ) H T L ��Novi 8Y OWNER AND INSTALLED BY HVAC COOLER/FREEZER CON TRATOR E.y NK CONDENSER UNITS WIRE BY E,C COOLINGTEM ' SUPPLIED BY OWNER COPPLIED PPI-39,41 PPI-35,37 PPS-31, 3 AND INSTALLED BY ND ........................ Q HVAC CONTRACTOR XF� M R INHVAC % ;C ------------------------------- --------- ZE WIRE BY E.0 R m P2- 23,25,27 'uWP ._tWpI I I I (j 11�N U WP G�L!- I �I LL E I I I CHASE AREA FOR U) .,�iO 03 g PPI-30 WP WP PPl-30 C7�� `� I EN ELEC.CONDUITS Z O ^�7 20� imF w FFIO PP1= 22' -_ W L� O 5 v E N I I _Z O+J Z Z N3 z LOBSTER TANK I l STAIR 2 I I W O Q CUTTING& I 13'000 LES I UP I 4 TABL i W D-Li 4J _IF ACKING ROOM I I � _ _ PP2-15 i _ FD 0 0 FD PPl-21 p F - TD '� cH �— FFD WP 12'x ea• I I WOMEN \ 1 - 1 i PP]I-23 REGISTER =.a r J i FREEZER COOLER I I .`� D I �, PAPER GFl L}Dj ' __ _ I LOBSTER TANK .—_—_ _—_— �• _---_---.__.._ _—.—� i 13,000 LES REGISTER I144 FD 0 I 0 FD TE -24 HALLWAY Fu 10-5 x 6-5 may-MEN --� STAIR 1 < �y O PP�-al FD O FFD0 �y W B'TABL PP2-1 _- eeyy W W + PPl-27,29 ❑ -- ti OU) F- IJANITOR _- wP - O ---- �Y��) O .—.—_ — .—____ Q 3H O I I REDISTE Z -X[ Q LOADING DOCK NG AREA CD 0 II m � WZ FD FD0 F➢0 I FDI I IO FD 0 I FD 0 a � Q EH �I�J� LINE VOLTAGE E,C WIRE Al I I /,I I I c_==== Z U CO T W s WP° � ° ° D WP � I WPI �'��' z '• PP2 --^) BPI-20 PPI-34,36 (jj1PP1-3,5,7 I ° O PPI-13,15,� 59i I eg e — — — ---- -- - "' PP2-17 PP2 1 LOADING PLATFORM <\ F I O o REVIS 7-26-2 11 ADDENDUM 1 _ OFFICE FDO ........................ ' FD FIRST LEVEL POWER_FLOOR PLAN CODLEr:FREEZER _ p -l7 P J CGNGEPI SER UNITS 0 o SUPPUEG BY OI+LIVER 1/4"-1'-0" ❑ AND liGTALLED BY CLOS.1 CLOSET HVAC COI•:TRACP.TO KITCHEN FS PPE-17 ❑ OFFICE2 FD 0 PP2-17 DRAVVN CP OFD CHECKED A.E.M SCALE 1/451'-W I DATE IM112D11 PP2-17 --- --- - 211 ---- - - --- -------� TITLE FIRST LEVEL POWER PLAN SHEET E-5 SHEET 5 OF 10 f -- �pSETTS Fp4 / ?fN0%f N PP3-20 _ -- U p Z M O N 04 d M O ON STAIR INE VOgITAC WIRE UH O I Q Q BN E.CI g 00_0 PP3-1 36"%24"RELIEF DAMPER. :3 ❑ INTERLOCI! GAMPER WITH I W L.l 0 O r P 3-19 PP3-19 I ATTIC VENTILATION FAIL. L Z v P 3-19 PP3-19 ryq /\J�\/\��\/ �(}��h D START UP. L.G pN O W Q PRINT J ( l W lJ Il I z }i z (`fl`7'//Tne E DESK �DJESK CLOSET I ¢LLj O Q W s / I w aL P 19 SA00 I � STORAGE PP3-19 w SHOWER PP3-V BENCH OPERATIONACCOUNTING Q w w f��� FILE I�\ 1 J L� u j TOILET /. ,`IY, ROOM i FILE G'.) -'-'-'---'-'-----' --,--.-.,-- ,-_.�..--_PP3-19 _ _ _ P3-14 PP3-2 ----FN-EFILE-WL-FILE.FIkEiV4E-F16EF16E _---5>FL SHELF - SHELF SHELF SHELF PP3-1 _ PP3-4 \ /• \ STAR I (IJ PP3-17 AEF-1,-'_,-3Y PP3-17 PP3-3 t-�7 / /• I \,\ o UH \�Q AEF IdD AEF\, "�./\I^�I�' D E.0 SHALL WIRE LINE VOLTAGE AU v UO STORAGE AEF=1,2,3 AND RELIEF DAMPER, 3 Z�J / STTAGE T PP3-21 PP3-23 PP3-2y I LI RE / I /AH //////- LL UNf,SRTMG O ON 2ND FLOOR, PP3-WATER HEATER W/RECIRC� PUMP I rPl `n OJ CZ + INOTE: (( � I PP3-5 I z � c 1.E.0 SHALL INTERLOCK EACH MOTORIZED J HWF,> DAMPER TO EACH FAN STARTER 1,2,3. i PP3-17 Ln ~ C i m LL W Z ----- - ----------- —� � aa.. to ¢ - - -- � .. W Q 04 PP3-37 F I — �\ ZUco2 ALONG THIS WALL T \ WALLTH_ B SECOND LEVEL POWER FLOOR PLAN I AH 3 i REVISIONS DIKT NEAR FLOOR PP3-7 PP3-9,11,11 � EXHAUST KEurAIR FAN 200 LB, I UNIT I1 00113. \ i i v PP3-8110 i SUSPEND UNIT FROM JOISTS. I PP3-1 IVOT ON DECK AH H'F /MUq I --.-- I I DRAWN C.P 3 1 L� J❑ SCALECHECKED AE.M SCALE DATE r TITLE _ SECOND LEVEL POWER PLAN H000 SHEET SECOND LEVEL ROOF DETAIL ELEVATION E-6 1/4"=1'-0" SHEET 6 OF 10 4�USETTS U O E N N., ELECTRIC RUCM STAIR 0, I, I UP 3 - -- -- -- - N— N '-------- - --- W O O E I PPI-16 � I Z 0.5 Z J Ii I ¢ Eli) —�� UN z $3 Z >i E.B.0 PP1-19 I i i W d Q W SU ND F_ E ABOVE Ii I P1-19 .—.—. l!-1 PP9 I I I ---.-- .—.—. I ---.—.----.— .-- _—_ _I� UNEXCAVATED I—.—.—. -- I N -- I N .-- -- BASEMENT N PPS 6 ` I I BSTER WATER TANK ROOM 1 N ---------- -—-—- — ' UNEXCAVATED O CD •� N N u- co co O Z �' I I N o = � � LL W Z N - -fl co PPI-19 PPI-19 ZUccoo = .......'---.- I N N . E.B.0 P1-19 REVISIONS BASEMENT LEVEL REFLECTED CEILING FLOO PLAN 7-26-2011 ADDENDUM 1 1/4"=1'-0" N PPI-19 PI-19 PP!-16 N• E.S.0 �I N N SPRINKLER ROUM - —'—� DRAWN C.P CHECKED A.E.M i SCALE va+ry DATE Ir2sm11 TITLE i BASEMENT LEVEL l+ LIGHTING PLAN SHEET E-7 SHEET 7 OF 10 O O O O O O U O O P GHATS H O PP1-141 / ¢PPI-le : Z E O. 1` PS 1 ,. ,❑ In +'L7N.t` - I .PPS-14 . .0 (dJ DN Q NQ�� FREEZER Z .. Z .. LOBSTER7ANK5 IA : H (7 C U Z 2.,. I�- PP2 5 B VI Z STAIR 2 LARGE COOLERZ 2-19 UP M, W LiL 0v Cj P2-2T z o. Z o N— ii? :i PACKINGR .__.___ __ ____ __.__ _ ___ ____ _ ____ ___ __ __ ____ __ ___ _. .. ........____--_ LJ CUTTINGS Q / W I LIGHT B a Q Q W Z P i .: H E.B.0 PP2- VIA �PPI-18 �LJ 1 n c: x -.PPl-1 P 2-4 N �: I LIGHTT E FURNISH AND $ALLED BY ELECTRICAL N .,,TOR : w LIGHT TO BE FURNISH JD INSTALLE BY THE ELECTRICAL CONTRACTOR Z "' " ---- _. .. .. .. - __ _.. Z Z :. .. Z : ___ .. --F... ..R♦rTAI AREA--�- --�. 41- Z.. Z.. — Z Z; Z: Z.. PP2- G Z 2 P. MEN STAIR 1 O JANIT - \ f:7- w P 2-29 B ¢ ...A1 PPl-IB PPl-12 - _ __ __-_ .. __.. ..... .. .. .. ... .. .. ... . _.._...__.._ P 2 2 _.__... PP2 1 P2 1 W --� PPI-18 �llll .... .......... •. a • H¢ 0mv� P2-1 IN DOCK Of;ICI G : _ NRE IGHT Z • L NRE IGHT PP2-1 Ex Z Q Q a ..:: ,q...::. ....:: .:-.:C:: ,.::: S PP2- .....E PP2- PP2- .... ... PP2-. _. .. PP2- _.L L PP2-1 ;:: L ::'^ —17 VIA: H (n ¢PPl-1B D � Lu L Z VAS E.B.U; _ m PPl-12 ; Ex a M P 1 A ..____�. _____ _ ___ .................................. _______ __ _ _ _________ _ _ _ _ N '^ H PP2;3 �../ PPI-12 H PP2 H�PP2-12 PP2-12 PP2-12 PP2-122 \ E.B. ; R -3 Z H¢PPS-18 • LOADING PLATFORM EM PP2 3 PP2-12 PP2-39 OFF CEI SMALL¢OGLER P _ I\\ A P2 3 REVISIONS PP 3 PP -3 Z 7-28-2011 ADDENDUM FIRST LEVEL REFLECTED CEILING PLAN FLOOR PLAN LIGHT TO BE FURNISH AND INSTALLED BY THE ELECTRICAL CONTRACTOR off A A_ P 2-3 E.S.0 PP2 3 KITC IEN NOTE: ✓-�,i^�, r-� A A A OF CE2 E.0 SHALL COORDINATE WITH SITE ENGINEERING FOR WALL PACK FINAL HEIGHT LOCATION L ' WALL PACK FURNISHED BY SITE ENGINEERING AND INSTALLED AND WIRE BY ELECTRICAL CONTRACTOR - . PP2-3 ' NOTE: t P2-3 PP 3 A A Al E.0 SHALL COORDINATE WRH SITE ENGINEERING FOR NEW POLE LIGHT BEING FURNISHED 0 NEW POLE LIGHT FURNISHED BY SITE ENGINEERING AND INSTALLED AND WIRE BY ELECTRICAL CONTRACTOR e / DRAWN C P N��_� ram' ....... ..................................{_.. _._------...__. _ ___ _ __ ...... _..--------.__.___.._......_._...._\�� P2 3_._. CHECKED SCALE 1!4'et'-0• IDATE 1128=11 TITLE FIRST LEVEL LIGHTING PLAN SHEET r- SHEET 8 OF 10 5`�VSFTTS 5 w o ¢do U O -- Z tM 04 O N d NM O U) O� I O i PI-14 w L, a0 0 F E PPI-14 I Z O:E Z J N Z N�Z Z Q w O X PPI-16 I =Q M M� i W EL L�Lv 1 � Pf 1-113 P 1-IB PPl PP,-" 3 EX N PP1-16 PPl-16 / i N < PPI-16 SHOWER i400 N / PPI-16 P 1-SB PP-18 / PPI 18 PP1 8 PP1-8 \ / __... ._..._....._ PPI-16 _ i' PPI-3 EX7 IN.. N N N N :. N., IN., N.: W - PPl-12 EX \ \ 1L,L' NW M •PPI16 E.B.0 q. N \ I W LL E.B.0 I ....PPI-16 v/ PPI-16 PPI-16 PPl-16 _ PPI-16 O O� PPI-16 ��� PPI-16 PP1-16 ��PPS-16 _ I NV I Z zg Q UNIT ❑ cn r m W N w 'yZ ------------- PP1-16 I w Q N 9" Z U co 2 PP1 12 --- - ----------------- -----------� ,-- -� N HEIGHTALONOTHI3 WALL 34r`P REVISIONS H. J UNIT 211U1, `\ j 78'X i8' DUCTNEAR FLOOR SECOND LEVEL REFLECTED CEILING FLOOR PLAN I 'PI-16 1/4"=1'-0" N MAKEUP EXHAUST AIR FAN 200 Le. UNIT Goole. DRAWN c.P CHECKED A.EM SCALE 11411'-T PPI-16 I DATE 1/2&2Ut1 TITLE L----- --.--_i SECOND LEVEL LIGHTING PLAN SHEET E-9 SHEET 9 OF 10 A H __ C ➢ E F �\\\ �O `OTE: S 1 BETTS ,`( I 7 Y lac E ELE TRICAL CONTRACTOR MUST VERIFY WITH THE REPRESENTATI GENERAL CONTRACTOR I µ w O CON"�p_�M THE EXACT BREAKERS,FEEDER SIZES REQUIREMENTS FOR THE CONDENSERS AND EVAPS.BEFORE ROUGH IN ( FOR THE;FOLLOWING,CUTTING ROOM,FREEZER&COOLER,ICE MAILER, THE IN ELATION SHALL COMPLY WITH THE MANUFACTURER RECOMMENDATION AND NEC I I ;I---------------------------- -.-I----'--_----------- +y/OR/ 0 O THE E.SHALL ALSO ARE COORDINATE WITH O.0 FOR EXACT LOCATION FOR CONDENSER ANO EVAP$LOCATON. I I I i 1 Il BREAKER,FEEDERS NOT PART OF BASE BID II I I I 10 120V/IPH. I-1/4HP-1I +64' KPI-14 11 120V/I N, li'=HP-10,54+84" ) II KPI-1 CU O Z .� E FFDO DIP P2 '�, DIP I - - -I -- O V d'F7 O P 2-6 ➢N I N L O ^V PP2-7 H I O Q DI (SPARE mI I Y/P(SPARE) 1r�7PH+48' +2G z UP ABL ` PP PP2- O_^WP 00 00 rl- _2-15 i�{�•�E F E)12OVIPH W70'-5'x 66 p4A { 5 ZU7U 11 21 7j7 Fu j I _ I I I �- I - N TO FFD -6 z Z 12' DRO ^PPP2� XYH TIMER- REFMO CONTROLS, FUTURE WW WQ a REGISTER L_ PAPER _ d N PP2 6 •PP- I I I 1 . 1 Pn (S NO QARE)120V/IPH _ f (SPARE) 120V/1FH+48" r (SPARE)F'f� 7PH+48" I OPP2-8 j V PI2-9 ❑ O FD k i I I r x r "F' NP/1PM(CEIUNG DROP) `,REFRI CONTROLS, 1FFDP (SPARE)120V/IPH .PP2-4 B' I_0'+/iPH T (SPARE) 12OV/IPH+48' PP2-,6 I +6e, GANG BOX)+24' WP PP2- (SPARE) 120Y/1 PH I L -J (GANG BOX)+24' ' I I .................... Lr --- -� [-20 CONDENSING UNIT-223OV/3pH PP WER 1? pH.LIGMTc(CEIUNG DR0F1 .- - -- -- -- - N 1„ 230v/IPH CONTROL I CASH WP LL. ui REGISTE -_Q-- I ICE FIAKER-230V/1pH CONTROL I120-2061%IPH(CEILING DROP) N SECOND FLO32 SEE NOTE AI fAN.UGHTS.REFRiG CONTROLS, - _ f-' ww I�MER. I I j O O CD 11 KPl-34.26 I PP1-38,40 FDO I FDO O FD Z FD I FDp I IO FD O F➢ O 7 (SPARE) 120V/IPH + !^ ��/) -- ❑ I I rJ -.. y� V� 'r PP2 7 PP2- �l'y NJ Z 208V/1 H.25a CIRCUIT- ?HP COMPR. W N T� vP I f-I SECOND FLOOP.LfjCATIUN-SEE NOTE�1 Z U CO O O KPI-19.21 a' KPl-8 i SFAREI 12GV/IPH+4S" 12fi-'_,3V;1Pn iCEIIIIJG DROP) o , + ' a FAN .LICnTS.-EFRIG CONTROLS. , KPI-9.11 FD 0 O ' p FD SEE NOTE 1 SHEET E-10 REVISIONS 7-26-2011 ADDENDUM 1 8 O O (SPARE)20SV/iph.25A CIRCUIT- 2HP COMP. ELECTRICAL ROUGH-IN PLAN i (SPARE, 12 /IPH+4S' SECOND FLOOR LOCATON-SEE NOTE#1 KPI-13,17 SCALE :1/4" = 1'-0" j `® KPl 2 I (SPARE) 12 (CEIUNG D KP,-IOC FD ll KP I FD GENERAL j GENERAL f"JUTEJ i (SPARE) 12C'.'.,,PH-48" FY ALL EMSTING AND OWNER LQ I P M E N T ELECTRICAL LEGEND 0 ELECTRICAL USfD AND CONFIRIA EXACT PO MUST IwER REQUIREMENTS AND CORD PLUG ED EQUIPMENT Pl CoNFIGVRATIONS fOR PROPER ROUGH IN CONFICURaT10NS.AlL NEW EQUIPMENT SHOULD __ PP2-34 Kp O CONDUIT STUB-UP(SEE PLAN FOR SIZE) 2.ALL WORK IN THE SAME LS TO R. - -- DRAWN C.P ,,LI, 2.ALL WORK AND MATERIAL$CT CONFORM TO LOCAL&STATE CODES. W 120V I PH,SINGLE RECEPTACLE 3.ALL RECEPTACLES AND JUNCTION BOXES TO BE FLUSH UNLESS NOTED. _ JJJJJJ��� CHECKED AE.M ALL NOTATIONSALL LOCATIONS ETC.)REFLECT HEIGHT MI RECEPTACLE HONE A S.P.O. E.0 SHALL INTERLOCK THE CAR MONOXIDE 120V t PH.DUPLEX RECEPTACLE 6.EC vERffr ALL LOCATIONS FOR COMPUTER TERMINALS,PHONE JACKS.P.O.S.(POINT DETECTOR i0 GAS VALVE RELA'r ND WIRE BA.CIir.` SCALE 1k'>•i'-0' 120V 1 PH.ISOLATED GROUND DUPLEX RECEPTACLE OF SALE)SYSTEMS INCLUDING PRINTER LOCATIONS,AUDIO/VIDEO,TV'S AND ALL OTHER - I I I DETECTOR W/PLUM ALL DATE 1/21/4-v ® 208/240V i PH.SINGLE RECEPTICLE SUPPORT EOUIPMENT WITH OWNER, 1 1' ® JUNCTION BOX TrrLE j I j j �^ a DISCONNECT SWITCH j KTICHEN POWER +72 AF.F. - ABOVE FINISHED FLOOR PLAN E.L. ELECTRICAL CONTRACTOR _ v TELEPHONE JACK - SHEET F G E 10 SHEET 10 OF 10 rs _LLLG SPRINKLER GENERAL NOTES 909 W FIG. ° FIG.909 ° ¢w SWNO-THREAD SWIVEL SWIVEL SWAY SWAY BRACE ATTACHMEN '� 1. THE ENTIRE SPRINKLER INSTALLATION SHALL MEET THE MINIMUM REQUIREMENTS i BRACE FITTING OF THE NATIONAL FIRE PROTECTION ASSOCIATION, COMMERCIAL RISK INSURES (I.S.O. ), THE OWNER'S INSURANCE UNDERWRITERS, THE LOCAL FIRE DEPARTMENT, BRACE PIPE AND THE LOCAL BUILDING DEPARTMENT. / 2. THE CONTRACTOR SHALL FILE FOR, SECURE AND PAY FOR ALL PERMITS, FLOW Z_ O BRACE PIPE / -FIG. 1000 TEST FEES, AND APPROVALS REQUIRED, INCLUDING THE APPROVAL OF THE " ^N O i0LC0 FIG. FAST CLAMP'® OWNER'S INSURANCE UNDERWRITER, AND THE LOCAL FIRE DEPARTMENT. M �' OU 909 (2) I SWAY BRACE ATTACHMENT U In I " f 3. THE SPRINKLER PIPING SHALL BE INSTALLED AND TESTED IN ACCORDANCE O0 ai N Obi M O TOLCO FIG. 1000, WITH APPLICABLE N.F,P.A, CODES, THE TESTS SHALL BE'WITNESSED BY THE Q N O GO n l 1 OWNER'S INSURANCE REPRESENTATIVE, WHO SHALL BE GIVEN SUFFICIENT Q -(to "FAST CLAMP"© TOLCO FIG. 907 FIG. 4A '- NOTICE OF THE TEST TIME AND DATE. U C:2 03 PIPE CLAMP 3'���FFF Z O .v� U FOR SWAY BRACE MAX 4. THE SPRINKLER CONTRACTOR SHALL BE HELD RESPONSIBLE TO HAVE VISITED Of E THE SITE PRIOR TO SUBMITTING HIS ESTIMATE AND TO HAVE EXAMINED AND LLJ U- 0 0 FAMILIARIZED HIMSELF WITH THE SITE CONDITIONS OF THE PROJECT. HE SHALL Z O Z v " COMPARE THE DRAWINGS AND THESE SPECIFICATIONS WITH THE RESULTS OF HIS Z N Z O Q �O�� LONGITUDINAL EARTHQUAKE BRACE O 4 WAY EARTHQUAKE BRACE O LATERAL EARTHQUAKE BRACE EXAMINATION OF THE SITE AND ASSURE HIMSELF THAT ALL REQUIREMENTS FOR A IRJLSQ�NON-THREADED BRACE PIPE LATERAL/LONGITUDINAL EARTHQUAKE BRACE 5To ( NON-THREADED BRACE PIPE COMPLETE SYSTEM ADDITION MAY BE FULFILLED. NO EXTRA PAYMENT WILL BE W U X — II ALLOWED TO THE SPRINKLER CONTRACTOR BECAUSE OF UNFAMILIARITY WITH Q a- W i THE SITE CONDITIONS OR REQUIREMENTS. W SPRINKLER LEGEND o-e•j EXISTING SPRINKLER PIPING 5. IF THERE ARE ITEMS NOT IDENTIFIED ON THE DRAWINGS WHICH SHALL AFFECT THE SPRINKLER INSTALLATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER n ESQ EXISTING UPRIGHT EXPOSED SPRINKLER TO REMAIN OF SUCH ITEMS IN WRITING. I � EX REMOVE EXISTING EXPOSED UPRIGHT HEAD. CONNECT NEW 1" PIPING PER PLANS 6. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL PIPING CUT DIMENSIONS NEW ' NEW EXPOSED UPRIGHT BRASS HEAD. QUICK RESPONSE AND FIELD VERIFICATION OF BUILDING DIMENSIONS K-5.6, 1/2"ORIFICE, 155F RATING. _ j; NEW 7. SUBMIT SIX (6)COPIES OF SHOP DRAWINGS AND EQUIPMENT"CUTS" TO THE • NEW CONCEALED PENDENT HEAD. QUICK RESPONSE ARCHITECT AND ENGINEERS FOR APPROVAL AFTER OBTAINING FIRE K-5.6, 1/2"ORIFICE, 155E RATING COVER PLATE FACTORY PAINTED TO MATCH CEILING. COORDINATE WITH ARCHITECT. - DEPARTMENT AND INSURANCE:UNDERWRITERS STAMPS OF APPROVAI. I ® k NEW DRY PENDENT HEAD FOR WALK-IN. QUICK RESPONSE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT ANY AND '? NEW K-5,6, 1/2"ORIFICE, 155E RATING. ALL CHANGES REQUIRED BY THE FIRE DEPARTMENT. SPRINKLER CONTRACTOR TYPICAL HANGER COORDINATE BARREL LENGTH WITH WALK-IN ROOF THICKNESS. SHALL BEAR FINANCIAL RESPONSIBILITY FOR THESE CHANGES IF CONTRACTOR _ NO SCALE / NEW EXTENDED COVERAGE SIDEWALL HEAD. QUICK RESPONSE FAILS TO OBTAIN FIRE DEPARTMENT APPROVAL OF SHOP DRAWINGS, Concealed Sprinkle NEW K-5.6, 1/2"ORIFICE, 155F RATING, CHROME ESCUTCHEON, PRIOR TO COMMENCING SPRINKLER WORK. i 1 -- All Thread Rod 1 NEW SPRINKLER PIPING B. MATERIALS SHALL BE U.L. LISTED AND FACTORY APPROVED. W I 1 -- Ring Typical Return Bend 1 -- HILTI Shield To Concealed Pendant A. PIPE: BLACK STEEL, SCHEDULE 40, 2" AND SMALLER �jJ �w�y SCHEDULE 10 2-1\2" OR LARGER PIPING. VICTAULIC PIPING SHALL BE LL ROLL GROOVED. RE NOT ALLOWED UNDER ERMITED. PLASTIC PIPING AND ANY CIRCUMSTANCES.IGHTWAL O CIDCn B. FITTINGS 125 LB. CAST IRON OR VICTAUUC AS APPLICABLE OF PIPING. V O Z C. SPRINKLERS 1/2" ORIFICE.K-5.6 PENDANTS. CONCEALED OR SEMIRECESSED AS _ Z_ Ca Q Q NOTED ON PLAN. WITH CHROME ESCUTCHEONS OR FACTORY PAINTED Q = 2 COVER PLATES AS APPROPRIATE FOR TYPE OF HEAD. COVER PLATES ,J FURNISH AND INSTALL TAMPER SHALL BE FACTORY PAINTED TO MATCH CEILING COLOR. m U) W Z SWITCHES ON GATE VALVES (TYP) 9. MAXIMUM SPACING SHALL BE 200 SO.. FT.. /HEAD. IN PUBLIC AREAS. 6" TO WET SYSTEM---,,, MAXIMUM SPACING SHALL BE 144 SQ.. FT.. /HEAD. IN SERVICE AREAS. a `4' CHECK VALVE 10. CONTRACTOR SHALL COORDINATE THE WORK WITH THAT OF OTHER TRADES. W < 0 ELECTRIC ALARM BELL (24 VOLT) 11. SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE EXACT Z U / 0 ONE FOR EACH SYSTEM LOCATION OF SPRINKLER HEADS WITH ARCHITECTURAL REFLECTED CEILING LOW VOLTAGE WIRING BY FF,P, PLAN, ELECTRICAL LIGHTING PLAN, AND MECHANICAL DIFFUSER LAYOUT PRIOR CONTRACTOR TO INSTALLATION. i 12. SPRINKLER CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HRS. NOTIFICATION (OR OTHER TIME AS REQUIRED)TO FIRE DEPARTMENT FOR EACH DOWN TIME REQUEST. CONTRACTOR SHALL INCLUDE THE COST OF A FIRE DEPARTMENT FIRE WATCH REVISIONS —FINAL I p I LOCATION AS DIRECT 13. RE DEPT CONNECTION DIRECTED IN HIS PRICE AS A SEPARATE LINE ITEM FROM THE MAIN PRICE. f BY FIRE DEPARTMENT 14. SPRINKLER CONTRACTOR SHALL INSTALL ALL NEW HEADS AND VERIFY FINAL SPRINKLER HEIGHT WITH ARCHITECT PRIOR TO INSTALLATION. 6' SERVICE 15. ALL SPRINKLER HEADS SHALL BE CENTERED IN CEILING.TILES WHEREVER APPLICABLE. TEST I 16. ALL NEW BRANCH PIPING&HEADS SHALL BE CONNECTED TO EXISTING SPRINKLER AV 6' ALARM VALVE GRID SPECIFIED ON DRAWINGS CONNECTION POINT SHALL BE TO A MINIMUM 2" SIZE MAIN. l 17. CONTRACTOR SHALL BE RESPONSIBLE TO DRAIN AND FILL SYSTEM. CONNECT! NEW 6' F,P, 6' SPRINKLER SERVICE AND 18. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE SPRINKLER SYSTEM TO OUTLET OF B,F,P, 6' BACKFL❑W PREVENTER TO ACTIVE STATUS AT THE END OF EACH WORK DAY OR PROVIDE A FIRE DEPARTMENT (BY PLUMBING CONTRACTOR) FIRE WATCH(CONTRACTOR OPTION). FURNISH AND INSTALL TAMPER 19. BEFORE FINAL FILL CONTRACTOR SHALL PRESSURE TEST PIPING AT 200 PSI FOR 2 HOURS. SWITCHES ON GATE VALVES 20. CONTRACTOR SHALL FURNISH AND INSTALL SEISMIC BRACING AS SPECIFIED AND RECOMMENDED BY N.F.P.A. 13. DRAWN:GL CHECKED:AEM SCALE 1/4'=T-0' DATE MNY 1%2DIO TITLE SPRINKLER.GENERAL NOTES, SYSTEM SCHEMATIC, LEGEND, AND DETAILS fl SHEET SP-1 SHEET 1 OF 4 I A B 0 O O M COS O U � Q^(D cn 0 AIR EL£C ROOM Z O fl.--.U i i N 00 E I I !' w o Ov / I z "�zOQ -- --- ---I -� w O x� Ld SUB— NDER AN EEZER OV E 1 _. q4' UNEXCAVATED 4° SPRINKLER RI E R UP BASEMENT L�ANKRRO0.Y IAIIR ,I ui �D —�/ W uj j H UNEXCAVATED ]�° af 0 m U) O Z Z Q J cj) H mLLWZ -_— W (< T� I 1„ ly, I f i — `C REVISIONS � 4' CHECK VALVE 7-26.2011 ADDENDUM N1 1" d" 4° 4° . i `O --4' UP TO FIRE 1, DEPT C❑NNECTI❑N 6' 6` j QQ BRASS UPRIGHT SPRINKLER sPd DER Rlca, I I iII AV � 6 ARM ALVE BI -� DRAWN:GL CHECKED:AEM I SCALE I14"=1W 1 DATE:JAN 28,2011 TITLE 6' SPRINKLER SE ICE AND BASEMENT 6' BACKFL❑W PR V NTER SPRINKLER LAYOUT (BY PLUMBING' CO T ACT❑R) SPRINKLER PIP I ❑NTINUED SHEET i F FROM OUTLET F, CONTRACTOR N N SP-2 (� SHEET 2 OF 4 I u A 6 C D E F C H ❑ �`. $ o 0o I i I I U O E Z FURNISH AND INSTALL UPRIGHT r7 HEADS ABOVE COOLERS µ O i o Vl Q)N m I g Q DO N dam' (,0 ....._ . Q^ p> I o FD D W O O E to7 4" SPRIN ER RISER T ! 1 0 oC'4 o Lu o UP AND D WN — uP / zQ 5 113 neE w �'p I� 2 Q I xCs _ �.. W d W FD p TD O —O ' W 12'xW lv / FUTURE I� REGISTER t D\\ r- PAPER jg _ — IL_� REGISTER — --.— -- Oq d FD Q Q F 0 LI�J 1 114 t x6S \J ° FD e TABLE O I FFOO _=�— 180 ❑ 1' c) I° W ]17 103 104 ❑ Lu tzt 3' 3 3' 3 - a - M ~ Ix Q 3' tta 119 102 too 112 tD6 REG STHER V it ---I O O VJ 3` L - 1 z Q Q O FD O FD -� FD v FD FD O FD O .>N �4 O 1 `� 1 I u- W 1" Z RIO 120 101 111 - d z Q _� Z U 2 -- o 0 0 I L -- i I II F "--- REVISIONS — ' FD 7-2&20t 7 ADDENDUM#t I I i a FS Design Area No. 2 — OH II Density 0.2 Area 1500 j Flow 656 -gpm @ 57 psi D° f m Hose allowance 4x2�x2l' FIRE Includes 250 i 9P �! oFD DEPT C❑NNECTI❑N CALC #351Lj❑ DRAWN:GL' BRASS UPRIGHT SPRINKLER CHECKED:AEM C CHROME RECESSED SPRINKLER @ CEILING WITH 200° UPRIGHT ABOVE CEILING ____ —__— --- - —� SCALE va"o ® DRY RECESSED SPRINKLER DATE:JAN 28.2011 TITLE ® CONCEALED SPRINKLER @ CEILING WITH 200° UPRIGHT ABOVE CEILING GROUND FLOOR SPRINKLER LAYOUT QDRY SIDEWALL SPRINKLER RECESSED SIDEWALL SPRINKLER SHEET SP-3 F c c e \ SHEET 3 OF 4 J i _ W s`•AUSETTS `ya <I O Jy�y E --� --' ---'--- --- r----- — —-._— _— i' O(f) a;o 00 ggo 0 rn W �- 0....00 E I ON O it I I Ir- z o z".. — — -=== t � I ' Oz QA' W � z OQ a r �I a L� w w 10PERAW FiF VD7 P NKLER RIS R D❑W 227 221 CLOSET STORAGE II (h - FILE T ��� \I � 228 222 _._._ oM FILE — F 207 I . J..L.. ._ .. .---IFLF 31 STAIR 1 _ \\ 205 208 e 209 a W 0 1" 232 1" W W j 201 1" 219 sTORAG 215� 230 M ST RAGE \ ;... 226 224 233 �/ m nvAc z NR I O �I z ca QQ �q/� _ I I..._. TYPION CAL FLOOR. V J i fir; mLLwZ _ 1 225 223 218 214 j i l�O" CL ui z U :_ -ZIRY-- -A=7SPRINKLER-TYPTC-AC-- -- --- , 1" HEIGHTALONG THIS REVISIONS ' I ' \ � I UN Design Area No. 2 — OH II DUCT I /� -'NEW'AR FFLOORLOOR f Density 0.2 Area 1950 I i Flow 792 gpm @ 48 psi Includes 250 gpm Hose allowance I , CALC #350 I I I MA - KEUP I I �♦ I_.-�_ 71 AIR I UNq� I I DRAWN:GL BRASS UPRIGHT SPRINKLER (8.0 K-FACTOR) j CHECKED:AEM o CONCEALED SPRINKLER @ CEILING WITH 200' UPRIGHT ABOVE CEILING i SCALE va-ro 4 DRY SIDEWALL SPRINKLER (8.0 K-FACTOR) i __—_--I_-----. :._�___.i_--_—.-�__-�_____.._._._.__..... I I DATE:MAY 18,2010 TITLE RECESSED SIDEWALL SPRINKLER ---------- - SECOND FLOOR 1- --- 1., �'-- --- '----- -' SPRINKLER LAYOUT i SHEET SP-4 SHEET 4 OF 4 FIRE ALARM NOTES: FIRE PROTECTION 19. REFER TO FLOOR PLANS FOR EXACT QUANTITIES OF ALL DEVICES. 1. ADDRESSABLE FIRE ALARM CONTROL PANEL WITH REMOTE ANNUNCIATOR.THE PROPOSED ADDRESSABLE FIRE P ETTS Not to E.C. SHALL COORDINATE WITH THE SPRINKLER DRAWING FOR ALARM CONTROL PANEL SHALL BE MONONITORED BY CENTRAL SYSTEM w KNOCK BOX BEACON LIGHT Exceed 10 EXACT LOCATIONS AND QUANTITIES OF TAMPER AND FLOW 2. AN EASILY ACCESSIBLE SUPERVISED CUT-OFF SWITCH IS REQUIRED FOR EACH INDIVIDUAL ZONE WITHING THE FIRE DEPT.CONNECTION O O VOLT BELL ABOVE SWITCHES. FLOW AND TAMPER SWITCHES SHALL BE SUPPLIED CONTROL PANEL FOR THE PURPOSE OF ISOLATING A ZONE OR ZONES. THIS WILL AFFORD PROTECTION TO THE F REMAINDER Of THE BUILDING WHENEVER A PARTICULAR ZONE CAN NOT BE RESTORED DUE TO SYSTEM TROUBLE 'fir ® FLOOR PLAN GRAPHIC LAYOUT (COVER PI.AXI GLASS) 10'-0" AND INSTALLED BY THE SPRINKLER CONTRACTOR, WIRED BY ELECTRICAL OR ACTIVATION OF FIRE EQUIPMENT. IT ENABLES ALL OTHER ZONES AND THE MASTER FIRE ALARM BOX MUST CONTRACTOR. BE CAPABLE OF BEING RESET IN THIS CONDITION.ADDRESSABLE F.A.C.P SHALL BE CAPABLE OF RESETTING ADDRESSABLE EMERGENCY MASTER BOX UPOWKNOWLEDGE&ALARM SILENCE. F.RA FIRE ALARM CONTROL PANEL 60hour battery back up BATTERY UNITS 20• EACH SPRINKLER FLOW SWITCH SHALL HAVE SEPARATE ZONE AND ALL ALARM CONDITIONS WILL REMAIN IN ALARM UNTIL SILENCED BY THE FIRE DEPARTMENT PERSONNEL. CODES FA.RA FIRE ALARM REMOTE ANNUNCIATOR MONITOR MODULE. SPRINLER TAMPER SWITCHES AT EACH RISER MAY TO SILENCE& RESET F.A.C.P.SHALL NOT BE USED-NO EXCEPTIONS. Cj BE CONNECTED TO A SEPARATE ZONE AND MONITOR MODULE TO 3. ALL MANUAL STATIONS SHALL HAVE THE INSTRUCTION FOR OPERATION OF THE STATION CLEARLY IMPRINTED ON Z O E SUPERVISORY ALARM ONLY.A TAMPER SWITCH SHALL BE INSTALLED EACH STATION IN A MANNER, WHICH WILL NOT BECOME OBLITERATED. THEY WILL BE KEY RESETTABLE(NO SCREW n N R•I REMOTE ALARM INDICATOR LIGHT ON EACH SHUT OFF VALVE TO INDICATE AN OF NORMAL POSITION DRIVERS OR ALLENS WRENCHES)AND BE KEYED THE SAME AS THE FIRE ALARM CONTROL PANEL. CJ .-.n (D� OLI EXIT SIGN 4. AWARD CONTRACTOR SHALL PROVIDE A COMPLETE INFORMATION REGARDING THE FIRE ALARM SYSTEM, SHOP O N d' M O F y FIRE ALARM ADA STROBE LIGHT 15/75 cd SUPERVISORY(LATCHING) ON THE F.A.CP AND ANNUNCIATOR DRAWING WITHIN 30 WORKING DAYS AFTER AWARD OF CONTRACT. INCLUDING SPECIFICATION, POINT M, POINT N �O OT I S Fire Alarm SUPERVISORY SIGNALS FOR ALL TAMPERS SHALL REPORT TO A CENTRAL WIRING DIAGRAMS, COMPLETE ONE LINE RISER DIAGRAM SHOWING ALL EQUIPMENT AND THE SIZE TYPE AND THE W I�L`J�I FIRE ALARM HORN AND ADA STROBE LIGHT 15/75 cd audio SUPERVISING STATION. THE CENTRAL STATION SHALL NOTIFY THE FIRE 6'-8"FM / DEPARTMENT. NUMBER OF ALL CONDUCTORS, LARGE SCALE DRAWING OF THE ADDRESSABLE FIRE ALARM PANEL, PROVIDE Q V) 't LO Visual CALCULATION TO SUPPORT THE SIZE OF STANDBY BATTERIES SUBMITTED, INCLUDE PROGRAMING, INSTALLATION, Q�(O 0) F FIRE ALARM PULL STATION Devices 21. N/A TEST PROCEDURE MANUALS, SHALL BE SUBMITTED THE ENGINEERING OFFICE FOR APPROVAL PRIOR TO THE _Z O� � U INSTALLATION OF THE EQUIPMENT OR WIRING. CONTRACTOR SHALL PROVIDE 60HOUR BATTERY CALCULATION. CLOSEOUT SUBMITTALS: DELVER TWO(2) OF THE FOLLOWING TO THE OWNER'S REPRESENTATIVE WITHIN THIRTY I N 00 3 Smoke Detector "denote D duct smoke detector" 22' N/A (30) DAYS OF DATE OF SYSTEM ACCEPTANCE: INSTALLATION AND PROGRAMMING MANUALS COVERING THE W LL O O S Smoke Detector"Denote S elevator r with fire alarm system" ❑ INSTALLED SYSTEMS. ZONE TO ZONE DIAGRAMS OF THE ENTIRE SYSTEM AS INSTALLED. THE APPUCATION Z Oat.,Z S Smoke Detector "denote R elevotor recall' 4'-0" ® PROGRAM LISTING FOR THE ENTIRE SYSTEM AS INSTALLED AT THE TIME OF ACCEPTANCE. NAME,ADDRESS AND O Li 23. FIRE ALARM CONTRACTOR SHALL FURNISH AND INSTALL SMOKE DETECTOR TIE TO THE MAIN FIRE ALARM CONTROL TELEPHONE OF THE AUTHORIZED FACTORY REPRESENTATIVE. Z N Z Z a COMBINATION RATE OF RISE "135"70 "140' PANEL IN EACH STAIRWAY LANDING PER CODE. W O X< FIXED TEMPERATURE HEAT DETECTOR FIRE ALARM /A 5. AS BUILT DRAWINGS SHALL BE IN A SPECIAL CABINET EQUIPPED WITH A LOCK I O AUTOMATIC FIXED TEMPERATURE HEAT DETECTOR 24. N �� AND KEY APPROVED BY THE FIRE PREVENTION BUREAU.THE CABINET SHALL BE Q =Q W .1 90'"TO "200'" PULL STATION '-• �� �' �._�� MARKED 'AS BUILT DRAWING"THIS SPECIAL CABINET SHALL BE LOCATED NEXT W 0-La_ 25. TO THE FIRE ALARM CONTROL PANEL OR AS DIRECTED BY THE LOCAL .B.0 EMERGENCY BATTERY FIRE DEPARTMENT. UNITS SHALL BE CONNECTED AREA sufficient fora 6. FLOOR PLAN GRAPHIC MAP SHOWING ALL INITIATING DEVICES WITH ZONE NUMBER s UNSWITCHED LIGHTING CIRCUIT.. minimum 90 minutes �/� OR ADDRESS NUMBER AND SPRINKLER RISER WITH CONNECTION SHALL BE FIXED EX EXIT SIGNS SHALL BE CONNECTED TO AREA 26. PROVIDE SMOKE DETECTORS IN ICLL STORAGE ROOMS, EQ13 ENT'ROOMS AND AS MAIN ENTRANCE ENEXT TO REMOTE ANNUNCIATOR OR AS DIRECTED BY THE ' Wall mounted e O THE WALL AT THE UNSWITCHED LIGHTING CIRCUIT. t INDICATED ON PLANS CAMBRIDGE FIRE DEPARTMENT.ALL FIELD DEVICES SHALL BE LABELED TO 1 Exit Signs - MATCH DRAWINGS. PROTECTED W/COVER PLAXI GLASS. ADDRESSABLE MINI 27. THE HOOD ANSUL SYTEM SHALL BE TIE TO THE FIRE RE ALARM SYSTEM THE FIRE ALARM SYSTEM SHALL ALL BE A CLASS "A"CIRCUITS STYLE D. STYLE Z M❑ ADDRESSABLE MONITOR MODULE MM INPUT MODULE AND STYLE 6 WIRE SYSTEM. ,r, a FIRE ALARM TERMINAL BOX F.T.0 FIRE ALARM TERMINAL,CABINET 60HR BATTERY BACKUP. SYSTEM FUNCTIONS AND OPERATIONS SHALL COMPLY WITH M CONTROL MODULE C+M CONTROL AND MODULE LOCAL FIRE DEPARTMENT LATEST STANDARDS AND CRITERIA. _ 8, ALL WIRING AND DEVICES SHALL MEET THE REQUIREMENTS OF THE MASSACHUSETTS -� E9 REMOTE TEST STATION ELECTRICAL CODE. COMPLY WITH ALL ADA, NFPA72 AND LOCAL CODES. 9. WIRING AND CABLE R.A.I REMOTE ALARM INDICATOR A. WIRING AND CABLE SHALL BE UL LISTED FOR FIRE ALARM USE AND BE A MINIMUM �/ W ❑ RELAY FOR MUSIC SHUT DOWN OF AWG 18/2 UTP FOR SLC AS REQUIRED BY LOCAL CODES AND THE AUTHORITY R HAVING JURISDICTION. N W N B. WIRE USED ON FIRE ALARM SYSTEM: SHALL BE UL LISTED AS FIRE ALARM PROTECTION 0 FLOW SWITCH TS TAMPER SWITCH SIGNALING CIRCUIT CABLE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, ARTICLE 760, n O Z C. RACEWAYS CONTAINING CONDUCTORS IDENTIED AS 'FIRE ALARM"CONDUCTORS SHALL V NOT CONTAIN OTHER CONDUTOR Q D. NO AC CURRENT CARRYING CONDUCTORS SHALL BE ALLOWED IN THE SAME RACEWAY Q WITH FIRE ALARM CONDUCTORS. L E. THE E.0 SHALL RUN 2#14 FOR STROBES,2/C#14 TWISTED ""j (n Cn PAIR FOR HORNS OR SPEAKERS AND 2/C TWISTED PAIR FOR SIGNAL m LL W R.T.S MM�, F. WIRING SHALL BE 2HR FIRE RATED FPLR OR INSTALLED IN Uj Z n '7 Q EMT OR FIRE RATED MC CABLE. Q 5 sD F F F Q Fuun G. ALL WIRING SHALL BE #14 THHN CONDUCTORS INSTALLED IN E.M.T. Z ♦1 _ S 7E p 00N LEVEL 1/2"TRADE SIZE MINIMUM. ALL CONDUIT AND BOXES SHALL BE �J CLEARLY LABELED "FIRE ALARM"AND TAGGED. BOXES SHALL BE RED. 10. PROVIDE SMOKE DETECTOR ABOVE THE FIRE ALARM PANEL AND THE REMOTE ANNUNCIATOR #14/2 TP F.W. INCLUDING INSTALLING AN EMERGENCY BATTERY UNIT WITH LIGHT HEAD. 11. EMERGENCY LIGHTING SUFFICIENT FOR A MINIMUM OF NINETY(90) MINUTES SHALL BE PROVIDED TO LIGHT THE FIRE ALARM CONTROL PANEL AND REMOTE ANNUNCIATOR AREAS. THE EMERGENCY SUPPLY SHALL BE AN APPROVED RECHARGEABLE BATTERY #16/2 TP F.W. M �S A,Q•1 1\'ITV1� y-( ?^� TYPE. ).-( 0 '7 V V 0 7 Q V 12. KNOX BOX ON EXTERIOR OF BUILDING. REVISIONS S S ANsuL F F F F - REVIS011 ADDENDUM 1 F F F F F F F SUPRASAFE 2R FLUSH MOUNT 1/4"CAST ALLOY STEEL 4"w X 5" IT X 3"d WITH 7"X 7" FLANGE GROUND LEVEL 13. ALL EXTERIOR MOUNTED DEVICES SHALL BE "UL"APPROVED WEATHERPROOF 14. A CONSTANT 120 VOLT RED LIGHT (JELLY JAR) SHALL BE LOCATED APPROXIMATELY 12"ABOVE THE MASTER BOX. #14aTPF,W, 15. FURNISH AND INSTALL A 24V BELL ABOVE THE FIRE DEPARTMENT CONNECTION KNQX BOX ON EXTERIOR OF BUILDING 16, ALL EXTERIOR MOUNTED DEVICES SHALL BE "UL"APPROVED WEATHERPROOF MM 0 17. CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR �$ S S S �y-�y-Vy�a9L�- F F F F F WITHIN INSTALL OF PHOTOELECTRIC SMOKE DETECTOR, SMOKE DETECTOR SHALL BE INSTALL 36"AWAY FROM DIFFUSERS. #16{2TPF.W. 18• DOWN STREAM OF THE AIR FILTERS AND AHEAD OF ANY BRANCH CONNECTION IN ALL AIR SUPPLY SYSTEMS HAVING A CAPACITY GREATER THAN 2000CFM DUCT SMOKE DETECTOR SHALL SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR& WIRE BY THE REMOTE ANNUNCIATOR FIRE ALARM CONTRACTOR,AND CONNECTED TO FIRE ALARM SYSTEM. RUN CONDUIT&WIRING DRAWN C.P FROM EACH UNIT, CONNECT TO TEST SWITCH/PILOT UGHT. LOCATION 114/4 TP FlAE ALARM BEACONS SHALL BE DETERMINED BY ENGINEERING OR LOCAL FIRE DEPARTMENT. CHECKED A.E,M vERlrr LoanoN SCALE N.TS w_TIRE DUCT SMOKE DETECTORS INSTALLED ABOVE CEILING SHALL HAVE A R.T.S. MOUNTED rAC.P DEPARTMENT PRIOR DATE MAY 16,2010 ADDRES.SADLE AIARAI TO ANY WORK DONE ON THE CEILING TILE DIRECTLY BELOW LOCATION OF DUCT SMOKE DETECTOR.CONTROL PANEL R DUCT SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER TLTLE SPEC'S NFPA-72 AND NFPA-90 THEY SHALL BE RESETTABLE AT THE FIRE ALARM CONTROL ® OR OTHER LOCATION APPROVED BY THE LOCAL F.D. FIRE ALARM NOTES REMOTE DUCT SMOKE INDICATORS- SHUT DOWN LEGEND AND RISER SUPERVISORY SIGNALS FOR ALL REMOTE DUCT SMOKE INDICATOR SHALL REPORT TO A CENTRAL SHEET SUPERVISING STATION. THE CENTRAL STATION SHALL NOTIFY THE FIRE TO CENTRAL TRALCONN MTKNI DEPARTMENT. - FA-1 TO CENTRAL NONROPoNC STATION (2 TELEPHONE UNE.1 DEDICATED 2,SACK-UP UNE --- SHEET 1 OF 4 y I I I I I I I ��1i0V14y0 I Ec, �n �n O �<1--I r7 0 �1 I M I I l � STAIR 2 i I ELECTR C 200M g^�6> 00 UP W OOW —{�\) 5 z \1 .A.C.P Z O�i Z Z Q -.__. F RAI w O a X w SUANDLA ERABO CO EER I' :—_--�v Ii UNEXCAVATE➢ I I I I I LOBSTER WATER } BASEMENT i TANK ROOM M ----------------------------- --------------------------------------------------- I -t- �J W UNEXCAVATE➢ I ( a I - I Oc/) V j Z � w^ 3: z N I.L Z U _ , , REVISIONS 7-26-2011 ADDENDUM 1 BASEMENT LEVEL FIRE ALARM FLOOR PLAN F SPRINKLER ROOM. FS I TS Ts DRAWN 6�P CHECKED AE-M i I SCALE 114'10 i I i i i DATE MAY 18,2010 TITLE BASEMENT LEVEL FIRE FLOOR FI SHEET F A—2 SHEET 2 OF 4 p,��SfTTS y I y i ------------------ LL qq i� Np i CHASE AREA FOR ELEC.CONDUITS C N L O I U) N N M O rn o FFD F I DN I I Q ^co STAIR 2 M I I z O CC al ^U CIfiTING& I LOBSTER TANK I M UP I 9'UBL I W L�P O GO E PACKING ROOM 13,000 LBS I I Z O Z`-�J TI \ Z Q FD O I O FD F � Z -.-{��p I Lu O TD F FF❑ �J =a 12'x 84' I WOMEN I I I W a LJ i i FU P E II I LEG�IST EJR rO R LOBSTER TANK REGISTER FREEZER COOLER FD O 13,000 LBS OD HALLWAY ® 10'-5' x6'-5 O, FD STAR 1r_____1 CASTE REFFI GIS ................ --------------------- uj w }) 0 LOADIN�DOCK WORKING AREA A 0 FD FDFD FD F➢ FDI 0 O Q 0wm�YL•t _ Z IFFz.................7S ° o . a F 2ZU LOADING PLATFORM OFFICEI FD 0 0 FD REVISIONS FIRST LEVEL FIRE ALARM FLOOR PLAN Q 7-26.2011 ADDENDUM � _ I=HEN FS 2. B OFFICE 2 i i FD O OFD 1 -- -- 54b -- - ---------- _____ /\ DRAWN CP " CHECKED AEM SCALE i I i DATE MAY iB,2010 i nTLE FIRST LEVEL i FIRE ALARM FLOOR PLAN SHEET G FA-3 SHEET 3 OF 4 aUS�Tr 5 'yo a y�� �N F U O z M E N O —- O N d- - - - - --- - - - - - - - - - - - - - - - - - - - -- - - - —�- - - --- - -1 V) m 00 j QNa^'0) A I DN Z �O g 6 V W N 00 E E v STAI I W S ... Z 0=Z— j W QXg 2 W ar ula. Q TaeLE CLOSET DESK DESK s s"E STORAGE - OPERATI _ SHOWER BENCH ACCOUNTING I 1 FILE TOILET FILE / FILE - I 4 II,—,,,',�y ROOM / _—.—.—.—_—.—.—.---. .—.SHELF SHELF SHELF SHELF —. T�1—.--. —.—BILE-W6€N45f'L&F0.E-FILE-F{LL FLLE ----- ' x LL JJ F STAR 2M EX STORAGE uj E/./ z I W STO�AG — O u- mco / S � oz UNIT ON 2ND FIO ? Q ¢ 2W L8. I ON OR 2 CC j TYPICAL FLOIcnL 0 2U) � G co mu' WZ -- I zv i — — — — — —-—-—-—-—-—-—- ----------------- — - � �.—.— -- F-_..- A HEIGHT-...THISI \\ — I � WALL 9'-8'+/. _— \ REVISIONS SECOND LEVEL FIRE ALARM FLOOR.p FLAN 1/�„_11_®11 DUCT NEAR FLOOR a I R.T.S S_ j EXHAUST AMY I AIR FAN - FAN 200 US. I UNIT - I SUU LB. DRAWN CP CHECKED AEM SCALE 114'1'-W L.---- I -- — DATE MAYie,2oio TITLE SECOND LEVEL FIRE ALARM FLOOR PLAN SHEET FA-4 ---- ----------- -- SHEET 4 OF 4 1 ---- ----- -- -- — -------------------- ht A 6 C D E O G H J L ®Cssnlates,no as Sanford 010 Ao DOUGLAS SANFORD ASSOCIATES INC. 22 CLAY HILL DRIVE PLYMOUTH,MA 02380 PHONLE&FAX:(508 747.4300 I UP it I � I S IR 9 F F TRI ROOM II l 1 I SUB-SLABUNDER COOLER �I ' ANDDFRFREEZER ABOVE II UNEXCAYAIED I , BASF'MFNT L7:1 ^_ M \JJ W I Cn ----------------------------- Uj NNFYf`pVATED W' I O OU. N/^ (5 = z zC/) aa o 1L J F.,N N (� maWz a SCHEDULE OF MATERIALS I I Z U two 2 Quant junit IDescrip[ion I ;EA DD-ECSI 161T DEDICATED MICROS-16 CH 120PPS VGA 3 USB DIV I TB (DVD) 1 —'AA--DD-CAMVSD2XB DEDICATED MICROS-3.8 VNDL DM,22X OPT ZOOM santord associates I DAY/NIGHT 12 VOLT SECURITY SYSTEM LEGEND 8 !EA IF8-ED200N4BEVERFOCUS-Calttera Color potne380L r' I I REVISIONS 2 ,EA !F8-ECZ330N4 EVERFOCUS-Cametn Bullet Outdoor IR 480TVL 4 nun Fixed Lens Ise n MOTION DETECTOR T--- BASEMENT SIZEBEDUCED, ] EA XFS-25ODC-SA/9 MATCO-9 Outputs DC Power Distribution 12VDC Satnp 550ma DOME H RELOCATED, © DOOR CONTACTS i jeacli fuse I LOBSTER WATER TANK ROOM RELOCATED 1 A INSTALLATION MATERIALS(WIRE AND CABLE,CLIPS,FASTENERS, © LOW-HIGH TEMP.MONITOR(REMOTE BULB) I (CONNECTORS,L•TC.) ED SECURITY KEYPAD I LEA VISTA-21 IP ADEMCO-Vista_211P_Control Panel 8 Zone huegreated IP n. ® ALARM HORN FLUSH MOUNTED 2� 1EAT._ I6150 ADENICO-Keypad LCD Fixed English Display �.. t IEA IM-1270 ULTRATECH-12Volt 7Anip Battery ® 49"FLUSH MTG.WIRING PANEL(SECURINSURVEILLANCE) OUTSIDE CAMERA LEA B R I-RJXSET KIK-RI Jack and Cord SPAINKI E ROOM E pDAq �j 1— o O X t � SAS-XFI640Y AtVISECO.-Transfornur(I6VAC/40VA) VIDEO MONITOR 2 EA 45VSD3 ADEh4CO-Siren Driver Multi-Language Options(Drives 4-8 Ohni 8 No 380<PTZ Camera asa� ® _ _ Speakers Max) +� _ ' ®„ t>Ha s 2 T LA J47 ADEIviCO-Hotn Speaker Indoor Surface Mount 15 WATT(6 inch W x 5 itch 11 ® Ceiling Dome Camera h �Ix 2 itch D Paintable White) DRAWN DKs - -17945WH ADLMCO-SURFACE MNT COA'Tact WITH 6 FT CORD I CHECKED DKS SECURITY SYSTEM NOTES 2 LEA 1957 ADE1v1CO-MINI OVERHEAD CONTACT SPST 1.The General Provisions of the Contract,including the SCALE 1/4"=1'-0" General Conditions apply to the w P Qint nec this seceoa 1 EA WI-EA40012 Nr1NLAND ELECT-Temperature Alert Progammable 42one with DATE MAY 24,2010 2.Furnish atl labor,materials and Proper and complete installation of the security system. separate HI and LO Outputs TITLE 3.Submit copies of product data sheets for for approval for —(---•^--- each type of device m be used. EA I-TEMPLW WINLAND ELECT-Temperature Probe EA200/400 Series Standard BASEMENT FLOOR 4.The Security Contractor shell obtain and pay for a0 required Wit roof _ I SECURITY pennils for this work. _ P 5s�tpterials shall be installed per manufacturees written ns. 3 LEA _l�-DT7450 INTE•LLISENSE-50 DUAL-TEC PIR K-BAND e.These plans am prepared d Messenger Systems,Inc., l EA CK-DT7000 INTELLISENSE-DUAL-TEC LENS KIT Lon SHEET 4213 Main Road,Tiverton,Rhode Island myst (401) l g Range F G G H OH fi2S111m Emailmay infa quote Messenger 1 EA K-DT900 INTELLISENSE-DUAL-TEC PIR 90 x 70 adjustable 90-50 to 90-70 System, may obtain a quote for this work from Messenger J Systems.The Bidders may also obtain quotes from Omer subcontractors. 1 FliA abOr to installSE1__, ht W. A 6 C D E F G H J L O CApyoclat Dlnc.201. DOUGLAS SANFORD ASSOCIATES INC. 22 CLAY HILL DRIVE PHONE F (50B 47-9300 ro EMNL DN I � I ' L I ' L I t I I I I � I LOBSTER TANK 9{ I CUIB[iG-& UP F PACKING ROOM tl! B I 1 FREFfFR I T.001E0 O O LOBSTER TANK - - -- _ - - - L'A BETAILAHEA 0 O HALL WAV L1J I� I Cn .--..- ❑ FEI] JANITOR L __�--- ❑ L ' LLJ W o dS 1— W N = Z zV)aa 00 ❑ ❑ ❑ L W N N mO. WZ ❑ ❑ ❑ ° e® � Qe} Q I W / � FF.nLR LFr o o Z O O= I fsanford associates o o REVISIONS =s-1 CLOSFT2 KITCHEN OFFS AAA aIy���,SEKARCyrF Va R�JGv No asa n�S A� PomgW' ALI I DRAWN DKs CHECKED DKS SCALE va•=i'-0" DATE MAY 2A,2010 TITLE FIRST FLOOR SECURITY F G H H SHEET SE2 ©Copyright Douglas Sanford Associates,Inc,2010 DOUGLAS SANFORD ASSOCIATES INC. 22 CLAY HILL DRIVE PLYMOUTH,MA 02360 ----- ----_. — 11111.1 FAX:(50R]4]-4300 Ldadx�S'IC net —. -- ..................................................................................................................................................................•....__------ �_ --� -------------.-_ ---_ DN STAIR 2 CLOSE-1 CIOSF19 SHOWER A= OPFRATIONS ACCOUNTING W I SECURITY MONIToftED TOIf FT IN THIS ROOM(See nde) aDnm -------------------- ----------------------------------------------- "-._-_ _----_-.------------_._ ___... -_........__..------- _.----- 10------ O_._.... ...__._.._...-...._-_ STAIR 1 O CIO ATDC W o "1 LU In O 06 LL [R = z zcnR ~U N a Wc�c z -------------------------------------------------------------------------------------------------------------------------------------------------------7 --- ... Q a o rwz (dsccy2ia Sjul tEs REVISIONS v'SS®'N4CHi S No 45B0 4 g PAM 0 on�a .................. DRAWN oKs CHECKED DKS SCALE 114'1'-W DATE MAY 24,2010 TITLE SECOND FLOOR SECURITY SHEET 0 %.S E3-f 6 TREADS @ 1,' 16'-0' 26'-0' 13'-0' 13'-0'r I IT I 1 3'-91/2' O x ON �n +] STAIR2 QQ �I L�� ��JL�� n n n n n n I I I I I CUTTING RC'IOMI I UP SEAFOOd LJ (D Li10'-5'x 6'-6' +s L-i LJ a LJ Li a ID® Q L FDIC FD® I iI m 2 12'z B4' WOMEN I I ILI I I FREEZER ,I LOBSTER,' ® O O COOLER 1 I I I IO � II RETAILAREA u u I ' ❑ II n n E 7.EN7 �® 10'-5'x 6'-5' �®1B-� n n n n PACKINGROOM21 j FD Li Li Li I Li ® �I E_ I ' STAIR 1 7'-0' � E-2 to iI +° yI� � [=Lj— 7-0" E-, 5'-0' ,A JANITOR SEAFOO i O 'FD � �, 5. DISPLAYI II ` _ ___________ ____-__ LT 1 +° a —Z — sa � o E-1 FD® FD® ID® FD® FD® FD® FD® LOADING DOCK WORKING AREA eya +] FED® LT2 to 0 ms r—-1 I LOADING PLATFORM I L—DJ E-{ i OFFICE 1 f ® /// E-++Is n FD 7 tz FDI I EQUIPMENT SCHEDULE _ ] SEE AN LOAD CONNECTION 0. OTY DESCRIPTION MFG AND MODEL REMARKS Y IT MIT NBmM 0/C CCRD/PWC ry HY EACH C-M Eb 0KE 4U71IT,SWLF/lIIDm a GC EXISTING EQUIPMENT SCHEDULE — — `S® 9_0. asvxEE u + mxvaE Fxur TnxD z-zw ¢ Gc ITEM SEE OTE SZ ELEC z a nvm sDK as.TE xs-s a cc AN L A CONNECTION m mu+E N.O. QTY DESCRIPTION MFG AND MODEL REMARKS I E� wDx wsr xem D/c crnORtuG a t IT.waEa—Y0m T.. uvxRz ramp 0 0 " a IT ime-aI] Ei t naDaass arm.Ymd(ramE E>lSr n•.te• 0 0 t + sravaEtt son vmK ramE anvN¢Ta,m 0 0 ,I lat-m° Ev 1 STA —m— D 0 ] zravus srEEFl vDx rDmE awNas Tama 0 D OFFICE 2 xtt-am E-a s rrwEEss srm inmm Evsr o 0 KITCHEN FD s 1 G I TraDILS1 srzn Y0m ral+E awNrs Tama 0 0 I -rs zssew E-1 1 SrODlEi1 STEa VNL 11E1F EEQT LL2'.t0' 0 0 FS i ] 1 STADEEA SIEFL YW(TOmE anVNEE taKL 0 0 ID tt-mA E-0 1 Pi3P SDK O ND V/mNW W E¢rT 0 � E-D E_] 0 I YNJf-DI tIDSRA ai mWAI RmRR mnnos,DC XDI-RfJ'RIGER1rFa 0 D D /� Eyy� E 0 a 9 f - E E-] t t PDT SDK O]Nr) DIl] I A�I 9 IN YAtx-p LffiFA/FR'FIDf/LNTD.G WI �4KN RIVER RlSi1CS.DE 0 D D +0 St I /G/// $raIIltS$Slat vmK iamF Fast D 10 t RMxeh DVDt Gi0N9 0 0 m _ 4b-GR E-D iwl1S Sint VDRK ianr DmT 0 0 ll 2 SIrNER nEYaA`.v RAv¢ D D 12-n D I I G EACH E SrF4FA mSr D D I�TU D E I VNx-ol LD1ID. BR0.4D1 RtVm FInSDrs.DD 0 D I 9.1Z E-m E ImW®mR tR6ffi-2 tE[I@1 mKarw 0 D c �„1'v x E-U s to 0 0 GENERAL NOTES Y/anss vru rcr-tx ®a ossT u I +mw®sER arRDEnrw-z sEcrmr r saw o o c rxra sip v/ana sma Tama x ua I Im FAaR Dllsr ra D+mw¢m rc rHeuw,�mnD+G xEv DxiTml sn 0 Ec 0 Is Im aau Dian umFa sim•nEQ m¢IDi 0 0 SmsEOIs va-ezas tt rc¢v0ar1'EPIID T®ramri smx vnx DvIER. E 1,ALL NEW EQUIPMENT LISTED TO HE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR G2 OWNER. Na z tFRTIID mmAr EEItT a 0 2 ALL EXISTING EQUIPMENT SPECIFIED,TO BE DWNER'S RESPONSIBILITY. u 1 oawu]xw tlrm u amvE a i.mm rm-En m EwlausT r®w0s TDR mmEwxG OEownTma m GC 3.ALL EXISTING EQUIPMENT SPECIFIED,TO BE REINSTALLED AT OWNER'S DIRECTION Ira,s•�• muaum Fos s Ssmx°rm STMT Irt .1I Fs 00TFa Fxm 0 0 c NEx1 5-15P v tm v,ts mEtvDs awxEE TaKa au EDNU 0 0 RmOr(AaE a mo x 4.ALL FINAL UTILITY CONNECTIONS OF NEW AND USED EQUIPMENT BY GENERAL CONTRACTOR. Srma Eis t naDlEcs srEEE vxi m¢r EN] 0 0 5,THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY REQUIREMENTS FOR ALL NEW AND EXISTING u z sraDEEtt xlnE v0K TaKE awua TpKa v/Erna u¢zx sear D D EQUIPMENT TO HE INSTALLED. KSi00 E-IE am ScuE E%ISi D 0 c x0u s-w G THE OWNER IS RESPONSIBLE FOR ALL FINAL EQUIPMENT MFR AND MODEL NUMBERS TO BE PURCHASED AND INSTALLED. l9 t SFPDEESS SiEfl.VW:iamF aN'A'R Lamb V/IXiRq U.TFR SK1E 0 0 - x ESS-309 Ei> tN Pot Nil D D EO I InBDE Cant a0vx¢TOIm 0 0 - UG-a4tai E-IB t IffiIIX TMK ai D DDST 0 D a I muDmOawa Tam 0 D Eis t imsmxrwKaTo mn - 0 0 ll::b C P DESIGN CAPE FISH & LOBSTER xz s amt rEw nvF nmoi naDEEss sim 0 0 -I 7'I CH ASE ROAD r/ORw - E21 I t¢Fvttx mn ➢x Drmw�mxrtlmE+l nE aaw xv nsim+srs 0 ¢ D DARTM OU TH, MASS 02747 a I EDR+iw Iass Dmm,srwutt sTm 0 0 k?rE aus^e Ge vmwr FeOPmR mFwc sms vsm Dr x E TE L- (.50B) 9 9 3—7 7 3 e 626 EAST MAIN STREET HYANNIS. MA et I manEn lAG asiDi sraDDEtt slm 0 0 s �1ER iN°°mOPYJ msi 0 ° EMAIL; dcpd-1gn0c—..t.net EQUIPMENT PLAN & SCHEDULE WAID. K 1 Na COP Dw s DAm — C MPY lGNT DCP DESIGNS 2— DCP t/a'='r-D' 5/28/10 er VERIFY CONDENSATE WASTE TO FFD DN IITII u r STAIR 2 CUTTING ROOM \1\ UP i it E-t IND W TO FFD FID FD® FD® FFD N 1/2"CW +16' II 12"x 84' (HOSE BIB) 1/2"CW +16" WOMEN I I _ (HOSE BIB) (�/-�7L I 1/2'HW(140)+16' �-/"D II FREEZER COOLER 8MI-1/2'IND W.FS LOBSTERS RETAIL AREA O I O 1/2'HW(140)+16' O Q II I D I �® FS 10'-5'x 8'-5" FDIC® ❑ PACKING ROOM I I MEN FID FFD a-t NO W TO FTD STAIRI eICE FUKEFt(SECOND FLOOR) j VER"1/2"FOW SUPPLY AND 1/2'BW(140)+33' I O___________ IND w 70 FFD ON FIRST FLOOR �y/2"CW+33' JANITORFFD 1 ' ___________ _______ , 1---------- /2"CW+1 W )6' 2 1-1 W. ———— 1/2'Cw +24• 1/Y HW +16' O — (HOSE BIB) 1/2' BIB)+16" LT1 HOS I'D FD® FD® FD® FD® `PC FD LOADING DOCK WORKING AREA FFD® LT2 0 [717 E_tIND W TO FS ON FIRST FLOOR /2'FCW SUPPLY(SECOND FLOOR) LOADING PLATFORM + I am um OFFICE ® F/ COOE8 Q I I u FD FD \i �? I VERIFY CONDENSATE WASTE TO FS (x l"1/2'CW+16' _ ;I C W. (SPARE)1/2'FCW SUPPLY(SECOND F100F 1/2"HW(110)+16' 'O O L_J I J QUIPMENT PLUMBING LEGEND - Fs /2"GW +24 (HOSE BIB) COLD WATER C.W. S N/A I I FILTERED COLD WATER F.C.W. �}� N/A (3)1-1/2'IND W. �+ HOT WATER(H.W) 1 N/A 3/4'GAS-236 N N E-8 (MANIFOLD)TO FS TO GREASE INTERCEPTOR (+30"EQUIP CONN) L_ _ _ 1/4�FCW(GENERATOR) 1/2'HW(140)+16' O DIRECT WASTE INDIRECT WASTE(MDIR.W.) 1/4 FCW(CONDENSER) ® FLOOR DRAIN (FD.) ■ GAS KITCHEN IND W TO FT 3/4'GAS-144 KBN O FLOOR DRAIN W/FUNNEL(FFD) to N/A OFFICE 2 (VERIFY EQUIP CONN "" ® FLOOR SINK (FS.) +12' ABOVE FINISHED FLOOR 3/4'CAS-144 KBNFS FD ®/4"FCW GENERATOR ® FLOOR 1ROUGH (FT) P.C. PLUMBING CONTRACTOR (VERIFY EQUIP CONN 1/4/2F,C INp(WNDDENFTER 3/4"GAS-144 KBTU 1%4'FCW(CONDENSER) (VERIFY EQUIP CONN 1-1/2 IND W TO FT GENERAL NOTES 1.REFER TO ARCHITECTURAL DOCUMENTS FOR FLOOR DRAIN LOCATIONS. IHEIGHTS SHOWN(+24")REFER TO HEIGHT OF STUB OUTS FROM WALLS. S.PLUMBING CONTRACTOR RESPONSIBLE FOR ALL VALVES,TRAPS,TAILPIECES, FITTINGS,ETC NOT PROVIDED WITH EQUIPMENT. 4.PROVIDE SEPARATE SHUT-OFF VALVES AT EACH CONNECTION EVEN WHEN ALL UN A HAVE A COMMON SUPPLY E. 5.IF A CONFLICT OCCURS BETWEEN A FLOOR DRAIN AND ANOTHER OBJECT, CONTACT THE KITCHEN DESIGN CONSULTANT TO ALTER FLOOR DRAIN LOCATION WITH RESPECT TO EQUIPMENT LOCATIONS. 6.ALL WORK AND MATERIALS TO CONFORM TO LOCAL h STATE BUILDING CODES. 7.CONSULT WITH OWNERS CHEMICAL VENDOR/REPRESENTATNE TO VERIFY 8 COORDINATE REQUIREMENTS OF CLEANING CHEMICAL HOOKUPS$CONNECTION IN ILLATION FOR MOP SINK AND 3 COMPARTMENT WASH SINK- PLUMBING 8.PLUM ING REQUI MENTS.R TO VERIFY ALL NEW AND IXISTING EQUIPMENT L P rIES=GN S.COORDINATE THIS PLAN WITH ENGINEERS PLUMBING PLANS. CAPE FISH 8c LOBSTER - '1 7'I CHA S E ROAD DARTMOUTH, MASS 02747 TEL. (SOB� 993-7736 626 WEST MAIN STREET HYANNIS MA EMAIL; dcpdesign®comcast.net PLUMBING CONNECTION PLAN K6^�t //\J CDMM.ND pMMN BY-. 6CME DATF 1 a 2 0 CDPYRKiHT DCP DESIGNS 2004 DCP t/4'-1'-D' S/28/10 or 7120V/IPH,1-1/4HP-11A+84' GENERAL CONTRACTOR TO VERIFY GENERAL CONTRACTOR TO VERIFY 1+ 120V/1PH, 1/2HP-10.9A+04" O ELECTRICAL REQUIREMENTS FOR a ELECTRICAL REQUIREMENTS FOR COMPRESSOR AND CONDENSING UNIT COMPRESSOR AND CONDENSING UNIT WITH OWNER WITH OWNER ITI I _- WP WP DIN E- �iJ �1' I L n n n n n n (SPARE)19 tPH+48" STAIR WP 120ARI PH I it I I I I I I I I I I I I I I I UP +46" I II WP f0'-5'z 6'-6° I I I I I I I I I I I I Li WP I I u u u u u CUTTING ROOM 1� i II L� m WP 120-208V/1PH(COUNG DROP) i WOMEN I II TAN G'%S EFRIG CONTROLS, n °- __ ry I o O ❑ (SPARE)120V/1PH+24° FREEZER COOLER f I I w^ RETAIL AREA O O U WP 120V/PH I (SPARE)120V/1PH n n - +48` WP (GANG BOX)+24" (SPARE)720V/1 PH+48" (SPARE) 120V/1PH+48" 0 do WP ❑ --I (SPARE)120V/1 PH+24' WP WP 10-5"X -5• W n n n n PACKING ROOM LOBSTERS I ,I Q MEN — I — 1I I I I I I I I I 120-208V/1 PH(CEILING DROP) �F'�I U U U I I (SPARE) I II STAIRI FAN,LIGHTS,REFRIG CONTROLS, P 1 +48"120V PH TIMER.OC TO VERIFY WITH OWNER. I `1 'J u + � +4B° �I (SPARE)120V/1 PH+48" WP ❑ U II imi I _ ❑ JANITOR WP I II (SPARE)120V/1 PH — ----_-__- I (GANG BOX)+24" _ ----------- _______ - 120V/1pH,LIGHTS(CEILING DROP µ,P CONDENSING UNIT-230V 3pH POWER ) ❑ LT1 E' 230V1pH CONTROL j —Zo — ICE FWCER-230V/1ppH CONTROL 120-208V/1PH(GOING DROP) SECOND FLOOR-SEE NOTE dt FAN,UGHTS,REFRIG CONTROLS, F4 TIMER.GC TO VERIFY WITH OWNER. LOADING DOCK WORKING AREA (SPARE)120V/1PH+48' LT 2 WP WP 0 208V/1 pH,25A CIRCUIT-2HP COMPR. E-1 SECOND FLOOR LOCATION-SEE NOTE#1 WP LOADING PLATFORM L—J (SPARE)120V/1 PH+46" T_, 120-208V/1PH(CEILING DROP) e FAN,UGHTS,REFRIG CONTROLS, El L)LI % i TIMER.GC TO VERIFY WITH OWNER. i OFFICE 1 I �-� WPt GENERAL CONTRACTOR TO VERIFY i LS ELECTRICAL REQUIREMENTS FOR COMPRESSOR AND CONDENSING UNIT r—01 WITH OWNER ELECTRICAL ROUGH-IN PLAN L SECOND FLOOR 1 LOCATION-SEE CIRCUIT- NOTE#1 COMPR (SPARE)120V/1PH+46" SCALE:1/4"=1'-0' _ I I (SPARE)12OV/1 PJH (CEILING DROP) I OFFICE KITCHEN 11 (3)12OV/1PH,.3KW+66" (SPARE)120V/1PH+48GENERAL NOTES W EQUIPMENT ELECTRICAL LEGEND 1.ELECTRICAL CONTRACTOR MUST VERIFY ALL EXISTING AND OWNER SUPPUED EQUIPMENT TO BE USED AND CONFIRM EXACT POWER REQUIREMENTS AND CORD/PLUG CONFIGURATIONS FOR PROPER ROUGH-IN CONNECTIONS.ALL NEW EQUIPMENT SHOULD BE ,IO, CONDUIT STUB-UP(SEE PLAN FOR SIZE) IN THE SAME MANNER. 2 ALLWORK AND MATERIALS TO CONFORM TO LOCAL&STATE CODES. w 120V 1 PH.SINGLE RECEPTACLE 3.ALL RECEPTACLES AND JUNCTION BOXES TO BE FLUSH UNLESS NOTED. 4.ALL NOTATIONS(+24',ETC.)REFLECT HEIGHT OF RECEPTACLE OR J-BOX. 120V 1 PH,DUPLEX RECEPTACLE 6.EC VERIFY ALL LOCATIONS FOR COMPUTER TERMINALS,PHONE JACKS,P.O.S.(POINT 6WP 120V 1 PH.DUPLEX RECEPTACLE(WATER PROOF) SUPPORTEYSTMS INWITH NG PRINTER LOCATIONS,AUDIO/VIDEO. MI OF DEO, 'S D ALL OTHER OWp 120V 1 PH.QUAD RECEPTACLE(WATER PROOF GANG BOX) 7.COORDINATE THIS PLAN WITH ENGINEERS ELECTRICAL PLANS 6 120V 1 PH.ISOLATED GROUND DUPLEX RECEPTACLE ® 208/240V 1 PH.SINGLE RECEPTCLE m JUNCTION BOX ❑+ DISCONNECT SYATCH +12" AF.F. - ABOVE FINISHED FLOOR E.C. FIECTRCALCONTRACTOR D C.P DES=C—"1V TELEPHONE JACK CHASE F20A� CAPE FISH 8c LOBSTER DARTM OUTH, MASS 02747 TEL. (508� 993-7736 626 WEST MAIN STREET HYANNIS, MA EMAIL; dcpdesign®co ..t. t ELECTRICAL CONNECTION PLAN 5M1ae7 DONM.NO DRANRI fiY: 6CME DATE K-3 c COPYRIGHT DCP DIBS NS 20114 DCP t/a•-'t-o' 5/28/10 er