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Home My WebLink About0067 IYANNOUGH ROAD/RTE 28 �7 �� j I I� I i+�i� ., , 1 Town of Barnstable r Building Department Services Brian Florence, CBO BUILDING DEPT. KAMg Building Commissioner 200 Main Street, Hyannis,MA 02601 SEP 2 2 2021 www.town.barnstable.ma.us TOWN OF BARNSTABLE Office: 5084624038 Fax: 508-790-6230 COWLAINTANQUIRY REPORT Date: 2z6C>?-/o? Rec'd by: iD- 4nzLAe?.� Complaint Name: Map/Parcel Location _ Address: Originator Name: Street: Village: State: Zip: Telephone: Complaint Description: !r`a ��.c a a r G�-,� pl Xac ed cy � ��ico ire. sdzv/^ S 7Lay5,e tie, s�o% ,O ,X FOR OFFICE USE ONLY Inspector's Action/Comments Date: Inspector: Additional Into.Attached Q:forms:complaint Revised:08/16/17 Town of Barnstable Building Post ThfsCacd So;That rt:is'1/isib1eFrom,the Street ,A" roved Plans,Must.be Retained on;Job•and;th�s Card Must be Kept = rasr+s,rwess Posted Unb1.,Final,lris ection Has Been Made ,' " OAK p '•, .,& .. �. :'.. :,` .. s: s: g... `` yam Moc+° Where a Certificateof Occa anc` is Re aired ouch B.uildm shall Not°be Occu ed until.a'Final Inspection has beenrnade el jjlit Permit No. B-18-882 Applicant Name: Approvals Date Issued: 03/27/2018 Current Use: Structure Permit Type: Building-Sign Expiration.Date: 09/27/2018 Foundation: Location: 67 IYANNOUGH ROAD/RTE 28, HYANNIS Map/Lot 343 006 Zoning District: GM Sheathing: Owner on Record: VE PARTNERS LLC Contractor"Name; Framing: 1 Address: P.O. BOX 543 Contractor"License 2 HYANNISPORT, MA 02647 Est Project Cost: $0.00 Chimney: ' Permit Fee: 75.00 Description: 28 sq wall sign halo lit _ $ insulation: Fee Paitl $75.00 Boost Mobile Date - 3/27/2018 Final: Project Review Req: r £ � � .. -� '_ "� `-•},�j'yvL` x/u:rrC----- Plumbing/Gas � 9 Rough Plumbing: - Ns ., Zoning Enforcement Officer Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by thspermit is commenced within six months after issuance. horized by this permit shall conform to the approved application a d t� Rough Gas: All work auth approved construction documentss for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zonei g�by laws=:and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or"road and shall be maintained open forpubhcinspection for the entire duration of the completion of the same. , es p Electrical work until the com The Certificate of Occupancy will not be issued until all applicable signatures by thewBuilding and Fire Officials' re pro iv ded on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or FootingRough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 4 � Town of Barnstable Building Department Services Brian Florence, Building Commissioner BABSTABLE 200 Main Street, Hyannis, MA 02601 "'" '•` V`I=` AIVIIL Y 16D9.201a www.town.barnstable.ma.us �� . Office: 508-862-4038 Fax: 508=790-6230 Sign Permit Application JVDZoning District Permit # 6 Historic District ❑ Location'by IY N2UG- 0 MA. 0260 ( Street address and village , Applicant /r. V�1 (-s f Map & Parcel 3 3---W6 Telephone Number 50 —S(30 D622 Email � �I�� °c©"►-a Y.- Wall x v . Wall ❑ K Freestanding ❑ Freestanding Electrified* 0 -, Electrified* ❑ Dimensions Sign #1 � `�`� Dimensions Sign #2 Square feet Square feet Reface Existing Sign New/Replace Sign Width of Building Face ft. X 10 + X .10= *Lighting Type A wiring permit is required if sign is electrified. 7, . Exterior Site Plan 186•Stacked Channel Letters w/Glow Plate On Raceway Face and Halo Lit principle inn_ W • • — e Q W Proposed - Existing r' 2'-6 17/32 2-3 7/8" 9'-10 9/32 1- BST-CL GP PW-5 W18 E a "w' . DSF , Ty aft ! t , s �' _SIGN FACF VINYLS =41 3M TRANSLUCENT VINYL-TANGERINE-3M 363084• • - - ,, ow - ■ _ _ l i.. 3M VINYL-BLACK PERFORATE VINYL-363S222. L I WHITE-2447 WHITE ACRYLIC OR 3M WHITE TRANSLUCENT VINYL 3630-20 _ SdETAL PAINT - a. ■ �. ,„ ca BLACK-lAATTHEWS-MP 42-2043P(GLOSS) WHITE-MATTHEWS PAINT-SEMLGLOSS MP 27386-VERSION WHITE NOTE: Quote does not include removal of any existing fi signage,patching or painting of the existing fagade. Boost Boost space to be 1 st floor only,garage not included Mobile requires that any existing signs be removed and that fagade is patched and painted by the dealer,or landlord to match the color of existing fascia prior to the new signs being installed by Principle USA Inc. Please contact your Feld . Activity Manager if you would like Principle to quote removal of any existing signage,or patching and painting of the fagade. Revision noes:t Drawn by. DGB-S _ _ d Client: Boost Mobile Checked by. 2035'Lakeside Centre Way Suite 250 MAYboostmobile a rc;en As Built Scale: NTS' Knoxville,TN 37922. ,. 'Title. TBD Revision; - T4 865 692 4058 F+865 692 4104 Date: 1009.17 Pays: 4 x Sign.family =Wall Signs principle Ili Internally Illuminated and halo-lit Glow Plates mounted to raceways ' -._ ....-._..19'_85/e - ` ;. ..-. 6-5 5/8. -.. _._.. .. ..._. 4s 13. /a--._.-- ....L- ' __.- 11`91/2" 91/x". 3 shx° "I was 171 1 11 3/4'' 9'-7 1/8" Side BST-CL-GP-RW-L-W12 16.175q.Ft. Vim 0 . 17-81/4' ' BST-CL-GP-RW-S-W36 100.3 Sq.Ft. r413s Pl - 16-9 zhs = _ 5'-0 i/e• I .. r 10'-91/te._ .. I _N. ._y _ -_.... ..... -,- .. ................ 711/16 . i _ . 1/21 ....._....2'115/8 I_ ... 14�_513/1fi=.-.. BST-CL-GP-RW-L-W78 36.585q.Ft vtew 91 • } c 23'-61/z" I • . 1'-1 TYW 1 ' �T-71hs 18'-11 5/16" _ ¢y 13ST-CL-GP-RW-S-W30 69.62 Sq.Ft. , a . • • . 13'-5 3/s C -ry 4'-1114 8'-10 7/8' _ - - 8 711hx _ ¢'} _ 3'-11 zhe' ` 19'-3 nhs Side BST- GP-GP-RW-L-W24 65 Sq.Ft ew _ i1-63/e• I I I y vi .. ..Illh '_5 W"6 _ 23'-81/4• 2._ - 7 z/8 3} BST-CL-GP-RW-S-W24 4464Sq.Ft. - 70'' 9'-108/z - 3 I �1 ` . • y -�►. _4'-11 s/ifi" ,.' 24 SId. 7. VIB BST-CL-GP-RW-L-W30• 102.24 Sq.Ft. 11 • BST CL-GP-RW-S-W 1 y 25.1 Sq.Ft:.» a= � `® U® amaa a roa4mumomo uw Revision notes: SAP No:N/A Drawn by:R.K. V mtl>.NemLCn PeWbaI RmM41iwO Client: Boost Checked by:K.L. eom4a na. 4o� .roaemem Principle C�� booSt ProjecCSign Family Scale:N/A 2035 Lakeside Centre Way Suite250 mobile Title: Sign Family Revision:13 DEC 2017 Knoxville,TN 37922 _ TF+865 692 4058 +865 692 4104 - - - Date: 31 JAN 2017 Page:9 of 13 10`-1 " � mobile TM ' C%I 83 3ft YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. r- . •-r:_ DATE: 02127-1 1' 3 Fill in please: APPLICANT'S YOUR NAME/S: ;IC�OI�IC��-v�S =1 BUSINESS YOUR HOME ��}- MARSTONv L.N — Y OUT+ FORT 44 � , ilyn r•6 r.9�: ..f - yLEPHONE # Home Telephone Number LS08 360 E I W or' Email Address: QISOM V-� (bU SOl NAME.OF*CORPORATION:_ LC. NAME OF NEW BUSINESS�Sb.Vf;;a I M F uVI RFLE.S.S __ TYPE OF BUSINESS IS THIS A HOME OCCUPU!�TTIQ,N. ?r YES NO X ADDRESS OF BUSINESS Cam- ..0 MAP/PARCEL NUMBER v l [Assessing) When starting a new busitesMre are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S FFIC This individual has been inf f any per quirements that pertain to this type of business.. d Aut re d Si c: '', T COMMENTS:` E 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates [cost$40.00 for 4 years]. A business certificate ONLY REGISTERS YOUR NAME in town.(which you, must"do by M.G.L.-it does not give you permission*to operate.) You must-first obtain the necessary signatures on this format 200 Main St., Hyannis, Take the completed form to the.Town Clerk's Office,.1 st FI., 367 Main St., Hyannis, MA 02601 (Town*Hall) and get`the Business Certificate that is ' required by law. i$ry'4,:>:$°: 3;S'ji x, �a,:t,•,��r x DATE:'0Z 1w Fill in lease: APPLICANT'S YOUR NAME/ S: JV EZ r —I F3� ,,z 9 :'GiYt;rkr'FtJJu '' BUSINESS YOUR HOME ADDRESS: S G 0 C N � � �. 4 j�ti ., re1±f°' `Ful TELEPHONE # Home Telephone Number Q O ..:..::..,r, .. AME OF CO ,-:::....:. N RP ION' -DRAT •,., ,,.,-: ... �� _ .. '. - - NAME.OF NEW BUSINESS::,�; .:� :. .... . - (: � ....... ..:.:•.,,; ,...:_. _ - C� TYPE.OF:BUSINESS` IS THIS A HOME.00CUPATION. f : 1.: y.. ....:.;. ADORES +,S.OF BU5 E 5. . . . . .. .... , . .. ... , _. ... .::•:.... .-:::,..,: .:.::..:..MAR :PARCEL:NUMBER ,_.(� '� - When starting a new iness h re are several things you must do in`order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you.may need. You MUST GO TO 200 Main St. -(corner of Yarmouth Rd. & Main Street)-to make sure you have the appropriate permits and licenses required to legally operate your business in•this town.. 1. BUILDING COM.M,1SSIO ER'S OF �CE This individual hd ifffor e 'an p mit requirements that pertain to this type of business: . Aut riz d Sign t r COMMENTS: : . . IJ 2. BOARD OF HEALTH This individual has been informed, of the permit requirements that pertain to this type of business: Authorized Signature** COMMENTS: 77 7 - 3: CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. ` .Authorized Signature** . COMMENTS: F The Law Office of DAVID V. LAWLER, PC r 540 Main Street, Suite S Hyannis, MA 02601 Telephone: (508) 778-0303 Facsimile: (508) 778-4600 962 Main Street Email Address: Osterville,MA 02655 Dlawier.atty@verizon.net Telephone:(508)428-0542 June 8,2015 Tom Perry, Building Inspector Town of Barnstable 200 Main St Hyannis, MA 02601 Re: 67(473)Iyannough Road,Hyannis,MA Dear Tom: I represent Vincent D'Olimpio who is a tenant at 67(#73)Iyannough Road, Hyannis,MA,the former Cape&Island Glass building.' The prior business was . operating as Cape&Islands Glass,involved in a multi-faceted glass repair business including but not limited to repair of vehicle glass. My client would like to sublease the ground level to The Sign Shop. The business will be truck lettering and sign manufacturing. This usage would not be detrimental to the area.The proposed use of truck lettering and sign making is consistent with the prior existing non-conforming usage and should be allowed as a matter of course. Please advise as to your thoughts.If you agree with my analysis,please sign and file,providing my office with a copy. I thank you for your courtesies in this regard. Very truly ours David"V. The Law Office of DAVID V. LAWLER, PC 540 Main Street, Suite 8 Hyannis, MA 02601 Telephone: (508) 778-0303 Facsimile: (508) 778-4600 962 Main Street Email Address: Osterville, MA 02655 Dlawler.atty@verizon.net Telephone:(508) 428- 0542 June 8, 2015 Tom Perry, Building Inspector Town of Barnstable 200 Main St. Hyannis, MA 02601 Re: 67 (#73) Iyannough Road, Hyannis, MA Dear Tom: I represent Vincent D'Olimpio who is a tenant at 67 (#73) Iyannough Road, Hyannis, MA,the former Cape & Island Glass building. The prior business was operating as Cape & Islands Glass, involved in a multi-faceted glass repair business including but not limited to repair of vehicle glass. My client would like to sublease the ground level to The Sign Shop. The business will be truck lettering and sign manufacturing. This usage would not be detrimental to the area. The proposed use of truck lettering and sign making is consistent with the prior existing non-conforming usage and should be allowed as a matter of course. Please advise as to your thoughts. If you agree with my analysis, please sign and file,providing my office with a copy. I thank you for your courtesies in this regard. Very truly ours 3= f r DavidI V. n I ZHE Tph, Town of Barnstable Regulatory Services * Bax WABLE, etas. g Thomas F.Geiler,Director Fo;pya'� Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 December 12, 2001 Cape &Islands Glass 73 Iyannough Road Hyannis, Ma .02601 Re: SPR 013-01 3 Iyannough Rd,Hyannis 3-006), Proposal: Proposed 1 sf two story a i ion Revised: December 2001 per request of applicant and approval of BOH Dear Sir or Madam: Please be advised that this application was approved at the Site Plan Review hearing on March 29, 2001 with the following conditions: • The storage space shall consist of 1,264 sq ft. This area is not to be occupied for any extended amount of time. All labor in this designated space is restricted to storage activity. • Dedicated office area shall consist of 1,038 sf. This application has been referred to the ZBA erely, Robin C. Giangregorio SPR Coordinator Q:B1dg\siteplan\2001\C&Ig1ass r t. rr SPR Notes of 02/22/01 Mr. McKean asked about trash disposal. Two dumpsters are reflected on the revised plan. The Building Commissioner praised the plan. Landscaping and curb stops were discussed. The applicant agreed to stripe the paved area abut sought relief on installing the curb stops. The Commissioner cited plowing as factor. The Commissioner agreed to eliminate the requirement of interior bumpers but expressed concern over the lack of curb stops along the perimeter. Proving these would eliminate the helter-skelter parking, he declared. i Conclusion: Approved with the following conditions: Curb stops shall be provided along the perimeter and noted on the revised, stamped plan./ SPR 013-01 Cape and Islands Glass, 73 Iyannough Road, Hyannis(R1.73-006) Dan Ojala appeared before the panel seeking approval to construct a 113 square foot addition to the Cape &Islands Glass facility on Iyannough Rd. The second floor of the proposed addition shall be dedicated to storage. The purpose of this proposal is to provide additional workspace. Mr. Ojala informed the panel that this is a pre-existing, non-conforming building located in the HB zone. The building is very small however it does meet the 100' front yard setback. In addition, it was noted that the lot is almost entirely paved. Mr. Ojala reviewed the proposed improvements including a small island on 28, drainage & sub-surface leeching, and roof liters (to be tied in). There is no amendment to the sewage flow as the space is for storage. The applicant acknowledged that some zoning relief would be necessary. Planning reviewed the potential ZBA issues including lot coverage, and encroachment concerns resulting from the proposed additional square footage. Mr. Ojala declared that this proposal is not increasing the non-conformity but actually increasing the conformity. Parking provisions were discussed. It was noted that this is "...more or less a common parking area". Mr. Bill informed the applicant that the ZBA may want to see a lease agreement (allowing off site parking). Mr. Ojala responded that he was unsure if a formal agreement exists. Signage was discussed. It was declared that the off-premises sign(M) is pre-existing. It is shared with D'Olympio's and retains a"grandfathered" status. Engineering inquired about interfacing with Mass Highway regarding the curb cuts. Mr. Ojala responded that they are prepared to do so but they do not believe that it is 2 SPR Notes of 02/22/01 .l necessary. When it was pointed out that the plan reflects a closed curb cut, Mr. Ojala acknowledged this and subsequently agreed to correct the issue on a revised plan. It was determined that granite curbing shall be provided for the island. Health inquired about existing aboveground or belowground storage tanks. The applicant admitted that there is an oil tank. Mr. McKean noted that it was not depicted on the plan. It was determined that this is a new tank(as of last year). Mr. McKean advised the applicant that Health had no concerns over the dumpster but that the Fire Department may have concerns regarding the location. "The largest issue", he stated, "is the size of the lot in a WP zone. It's limited to 330 gallon per acre per day. This limits you to 90 gallons daily. You show four employees."After some discussion, Mr. McKean advised the applicant "You are limiting yourself to four employees. You can't exceed four and your flow will be limited accordingly". Mr. Ojala responded that there was no intention to increase the number of employees. There are two workers out front and four glass workers for a grand total of 6 employees. Mr. McKean also reminded the applicant that this is only a condition until such time that the town sewer becomes available. Connection is mandated upon availability. The Building Commissioner reiterated that approval of this application is subject to the limitation of no more than 6 employees. At this time, the Commissioner determined that this is an allowed use by special permit. The applicant was advised that this proposal shall be referred to the ZBA. Discussion ensued regarding parking and the unusual situation involving others driving through this lot to access another. The applicant was required to submit a revised plan that would correspond with the designated uses. The Commissioner asked if an easement had granted. "Can your customers use the parking lot?"he asked. The owner responded, "I'm not sure". "You have no customer parking"the Commissioner declared. Reconfiguration of the parking area was addressed. It was suggested that the curb be pulled back in order to maintain a 12' aisle. A swap of green space and pavement was noted. Ultimately it was determined that the revised plan should reflect the elimination of the island(between the buildings). Conclusion: Continued to 3/29/01 for review of a revised plan. It was noted that the final approved plan shall be referred to the ZBA. 3 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel TU��on(o `N O� BARN "TABLE Permit# -7 � Health Division al 00'- .�,v Date Issued 7 G Conservation Division Sfo 2M JUL 2 j All 9' '2 0 Fee Tax Collector �� 7iVf5iGN_ y � WIF Treasurer `' `0 Planning Dept. g�1lw, c, ��,r�:r►��., IV Date Definitive Plan Approved by Planning Board P°�' - 7 //-,f ASC e7� Historic-OKH Preservation/Hyannis f9,F/2.d7%r/`A-X /cif; 6,500, Project Street Address Village I LI(,✓�Y1 v� Owner (_'G!Y_�- ,L.S'Gn� & C,✓O 62. 7ML Address W TIlGnM(X g�. I/TaL f7l(4hP� Telephone -7 Permit Request J O ! I' 6.4 t (! lec?S G Square feet: 1st floor: existing I�.�proposed)Jj&r2nd floor: existing —v— proposed Total new_j(� Valuation 3 Zonin Di trict Y 8 Flood Plain Groundwater Overlay Construction Type ! Gly Lot Size 4 CK gi Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes �}9 No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑Crawl ❑Walkout 4 Other S L 191S ' Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑Other Central Air: N Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn: ❑existing ❑new size Attached garage: ❑existing ❑new size Shed: ❑existing ❑new size Other: rr f Zoning Board of Appeals Authorization 0 Appeal# 2(,u3—��/,� Recorded lr� eK I C. 7/ �J� Commercial s ❑No If yes, site plan review# Z � T �'c, AC, ph�. Current Use_ C. w)&,►-M_ _ Proposed Use BUILDER pILDER INFORMATION Name 1114 /GG� IMIIRXAX� Telephone Number Vf /74 rp Address h ) (� License# W 2) v me, '� 111,111 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION rDEBRIS RESULTING FROM/THIS OJECT WILL BE TAKEN TO r 3 F 7 �� SIGNATURE DATE FOR OFFICIAL USE ONLY _. L PERMIT NO. ' D ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION y FRAME J INSULATION FIREPLACE ELECTRICAL: ROUGHJp FINAL PLUMBING: ROLM. FINAL GAS: RO H FINAL FINAL BUILDING - V t 'DATE CLOSED OUT W r ASSOCIATION PLANto N : `f . COMMERCIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $150.00 Alterations/Renovations $100.00 Building Permit Amendment $50.00 FEE VALUE WORKSHEET NEW BUILDINGS square feet x$140.00/sq.foot= �� C j �/�? x.0081= C) 6 T ALTERATIONS/RENOVATIONS-OF EXISTING SPACE ... square feet X$96/sq.foot= . .X.0081= STORAGE BUILDINGS ONLY square feet X$32.00/sq.foot= X.0081 Commprojcost Rev:063004 r f HYANNIS FIRE DEPARTMENT Ewa r HIGHSCHOOL RD._EXT. HYANNIS,MA.02601 fitiia3!grL p. ) . HAROLD S. BRUNELIE, CHIEF RUDER ABIANENas Oi'iIRE EOBCAiION ` .7Nf• FIR.E FREVENTION BUREAU BUSINESS PHONE:(506)77&1300 FACSIMILE PHONE:(508)778-6448 LT,]DONALD.H. CHME,JIL CF7 LT.ERIC F. Ii[JBLER, CFI FIDE PREVENTiON:OFFICEIIt. FIRE PREVE>\l'IZON OFFICER BUILDING COPE COMPLIANCE FORM THIS FIRE PREVENTION BUREAU:HAS REVIE _ED.THE PLANS DATED FOR THE PROP PTY LQCATED AT ALSO KNOWN a5 THE :CHART BELOW_ INDICATES. THE STATUS Of OUR REVIEW: TYPE OF EONSTFUt✓TION I� Q.UMENI' N/A RECEIVED REVIEWED COMPLIES ..S ... ..:... 1 NARRATIUE1EfORT . 2 FIRE P:IC�f tTIN /RESCUEACCSS . SHYDRANTLOO'ATION/WATERSl1P1'LY _4:SPR,INKLER poll 5'SpR1NKLER CQNTRpL l✓Q.UiPMENT 6 STAND'PIpE`SYSTEMS r 7 STANf PIPE TIOIVS i 8'FIRE PEP OTMENT.'CONN�CTIO,N , r 'FIAE PROTECTIVE StCNALIf SYST 10=F P SS &ANNUNCIATOR LOCATION! 11-..SMOKE CONTROL%EXHAUST t2=.SMOKE CONTROL.EQUIPV: LQCigTtON_" 13=LIFE SAI ETY SYSTEM FEATURES i =FiRE ETINGUiSHtNG SYSTEMS 15=F E S,CONTROL;EGIUIP'tOCAI'ION 18=FIRE i?RQrECTIbN ROQNtS 17-FIRE RROTEETIOt : OUIP;SIGNAGE 1II-ALARM TRANSM155fON METHgp -- 1.9=SEQUENCE;OF OPERATION REPO 20-ACCEPTANCE TESTING GRITER[A WE.,SELL V THE DC�GUM TS T OMPLETE AND COMPLIANT FOR THE ISSUANCE OF A BUILDING PFR�111T.. WE HAVE COMPLETED THE ACC ANC TESTING FOR THE OCCUPANCY PERMIT AND BELIEVE THAT WITHIN'THE.SCOPE OF THE BUILDING RER THE OV.E_ISSUES ARE IN COMPLIANCE. r - Liberty Mutual Group Liberty PO BOX 7202 PortsmouTh,NFI�)Jt'S(►1 /Il'i2 ci1eplione(800)653 /893 ax(603)43 i 50,3 March 19,2004 TOWN OF BARNSTABLE ATTN:BUILDING DEPT 369 SOUTH STREET HYANNIS,MA 02601- RE: Certificate of Workers Compe'acation Insurance .. . insured. ' MARKWOOD CORPORATION. 110 BREEDS BILL RD UNIT-10 •HYANNIS,MA 02601 ::Policy Number: WC,5-31S-319674'-034 : . Effecnive: •:2411/200b :Ea�pisation: ?!1;/2005 , Cov6rage afforded-under Workers Compensation Law of the following statc(s): M-A Employers Liabilitv; Bodily Injury By Accident: $ 100,000 Each.Accident Bodily 1ni'ury by Disease: ° S 100,00 Each Person Bodily injury by Disease: S 500,000 Policy Limits As of this date,the above-referenced policyholder is insured by LM Insurance Corporation udder the polity listed above. The insurance afforded by the listed policy is subject to all the terms,exclusions and conditions,and is not altered:by anyxequi.rem:ent,term or condition of any or other docuinC-Rts with rCSpect to u-hiCh this cea ificate may be issued: This certificate is issued as a matter of inforMarior,only and confers no right upon you,the certificate holder.. This certificate is not an insurance policy and does not amend, cNtc nd, or alter the coverage afforded by the. policy listed above. if this policy is cimcell.edbefore the stated expiration date,Liberty Mutual will endeavor to notify you of such cancellation. � , AUTHORIZED REPRESENTATIVE LIBERTY hiiTT ML.I `ZCE GROUP Tllu CorlifUW is"eeutudbyLIBERTY LIA TI' AL INSIM. NCF CTKOTJP:u ltvpeci::::uch iwvrmce xs is Ab'ffled by dhow eompmics. cc: Insured; Producer of Record: MARKWOOD CORPORATION FREDERICKS INSURANCE AGENCY INC 110 BREEDS HILL RD UNIT 10 1046 MAIN STREET HYANNIS,MA 02601 P 0 BOX 427 OSTERVILLE,MA 02655-0427 a:T aiscloa �; ✓�ie r�anvnam��ea� a�.:/G�?�aaaacl�,r�aelt BOARD OF BUILDING REGULATIONS License: CONSTRU CTIONS S r UPERVI•h SOR r . z R 3.. Number aCs 005867 1 BI 1-1/12/1.953`. # q Expires 11/12/2005 . Tr.no: 8243.0 Resthcted: t)0.; TIMOTHY EARSON 3 PO BOX 519 - a. j. CENTERVILLE, MA 02632' M + i Administrator p- F MAScheck COMPLIANCE REPORT I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I I J Checked by/Date I' • I I ti CITY: Barnstable +- STATE: Massachusetts A HDD: 6137 F CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) f DATE: 6-30-2004 DATE OF PLANS: 10-7-03 TITLE: Proposed Renovation PROJECT INFORMATION: Cape & Islands Glass Company, Inca i 73 Iyannough Road Hyannis, MA COMPLIANCE: PASSES Required UA = 614 Your Home = 522 , Area or Cavity Cont. Glazing/Door Perimeter . R-Value R-Value U-Value UA CEILINGS 1038 30.0 0.0 '37 TELLS: Wood Frame, 16" O.C. 907 �*19.0 0.0 55 61kLLS: Masonry, Exterior Insulation 1315 15.6 0.0 96 GLAZING: Windows or Doors 359 0.490 176 DOORS 100 • .0.150, 15 SLAB FLOORS: Unheated, 0.0" insul. 138 0.0 144 HVAC EQUIPMENT: Furnace, 95.0 AFUE HVAC EQUIPMENT: Air Conditioner, 13.0 SEER ----------------------------------------------------- --------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.' The proposed' building has been 'designed to meet the requirements of the Massachusetts Energy Code. , The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC ipment se cted to heat or cool the building shall be no greater tha 125� �of t design load as specified in, Sections 780CMR 1310 a 4 Builder/Designer Date Co' •� RESCOM Architectural,'Inc. P.O. Box 157 Monument Beach, MA 02553 Mt3Schec'INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 Proposed Renovation DATE: 6-30-2004 Bldg. I Dept. I Use I I CEILINGS: [ ) I 1. R-30 I Comments/Location I WALLS: [ ] I 1. Wood Frame, 16" O.C., R-19 I Comments/Location [ ] i 2. Masonry, Exterior Insulation, R-15 I Comments/Location I WINDOWS AND GLASS DOORS: [ l i 1. U-value: 0.49 I For windows without labeled U-values, describe'features: # Panes Frame Type . Thermal Break? [ ] Yes'[ ] No I Comments/Location DOORS: [ l I 1. U-value: 0.15 y I Comments/Location' I SLAB-ON-GRADE FLOORS: [ ] I 1. Unheated, 0.0" insul., R-0 y I Comments/Location I Slab insulation to extend down from the top,of.the slab to at I least 0" OR down to at least the. bottom of the slab then I horizontally for a total distance of 0 I HVAC EQUIPMENT: t [ l I 1. Furnace, 95.0 AFUE or higher I Make and Model Number [ ] I 2. Air Conditioner, 13.0 SEER or higher r �, i Make and Model,Number • - ,4 - - I AIR LEAKAGE: , Joints, penetrations, and all other such- openings in the building a I envelope that are,sources of air leakage. must be sealed. When, I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity and sealed or a ( gasketed to'prevent air leakage into the unconditioned space. r I 2. , Type IC rated, in accordance with Standard ASTM E 283, with no . { more than 2.0 cfm (0.944 L/s) air movement from the the [ conditioned space to the ceiling cavity. . The lighting fixture I shall have been tested at.75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. • I VAPOR RETARDER: [ J I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I MATERIALS IDENTIFICATION: [ l I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating and I cooling equipment efficiency must be clearly marked on the building I plans or specifications. I I DUCT INSULATION: [ ] I Ducts shall be insulated per Table•J4.4.7.1. I DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply,and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air,"shall be sealed I using mastic and fibrous backing tape installed according to the ` I manufacturer's installation instructions. Mesh tape may be I . omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I TEMPERATURE CONTROLS: [ ] ( Thermostats are required for, each separate HVAC system. A,manual I or automatic means to partially restrict or shut. off'the heating I and/or cooling input to each,zone or floor shall be provided: I HVAC EQUIPMENT SIZING': [ ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load,as,specified I in Sections 780CMR 1310 and J4.A. [ l I SWIMMING POOLS: I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. ' Pool pumps require a time clock. [ l I HVAC PIPING INSULATION: I HVAC piping_ conveying fluids above 120 For chilled fluids - I below 55 F must be insulated to the,following levels (in.) I PIPE SIZES -(in.) I HEATING SYSTEMS: ' TEMP (F) 2". RUNOUTS 0-1" 1.25-2" 2.5-4" I Low pressure/temp. 201-250 ' 1.0 1.5 1.5 2.0 ( Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate µ any, 1.0 . . 1.01 1.5 2.0 1 COOLING SYSTEMS: I Chilled water or 40-55 0:5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 [ J I CIRCULATING,HOT WATER SYSTEMS: r 1 I' insulate circulating hot water pipes to the following levels (in.) : I PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 11.5-2.0" 2.0+" I 170-180 0.5 I 1.0 1.5 2.0 I 140-160 0.5 I .0.5 1.0 1.5 I 100-130 0.5 I 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- ` { The Commonwealth of Massachusetts - Department of Industrial Accidents 600 Washington Street Boston,Mass. 02111 Workers'.Compensation.-Insurance Affidavit-General Businesses - name: x address: »C> city I��'l�n h state I�/ ziy' (��ti��/� vhone# work site location Al(f address): I am a sole proprietor and have no one Business Type: El Retail❑RestaurantBai/Eatmg Establishment working in any capacity. Office 0 Sales (ncluding Real Estate,Autos etc.)' ❑I am an em to er with etn tgees(full& art time ❑Other �] I am an employer provi g Workers' compensation form em to ees wonting on this job. con"'an ,name• �` 3. ^f/, tom •, s48ress:' �1 ' y. rr .insurance.cd::�: ohc. •#�. I am a sole proprietor and hsve hired the independent contractors listed below who have the following workers' compensation polices: coin an name'= address: `fibne# ' city p - insurance co....': .... ,,:...... • :::•..:: ::,».:: �olt •:i.. i.• "COMM . nape ` ,..:.,.. address:. tinone'#c citY a, - l - in Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK OIRDER and a fine of$100.00 a day against me. I understand that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for coverage verification. I do hereb and penalties of perjury that the information provided above is t ue and correct Signature Date ` Print name CGIn Phone# OEM.- official use only do not write in this area to be completed by city or town official city or town: permft/liceuse# ❑Building Department ❑Licensing Board Elcheck if immediate response is required ❑Selectmen's Office ❑Realth Department contact person: phone#; ❑Other (revised Sept 2003) a} Information and Instructions Massachusetts General Laws chapter 152 section 25.requires all employers to provide;workers' compensation for their employees. As quoted from the"law", an employee is.defined as every`.-person in the service-of another under any contract of hire; express or implied; oral or written An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in ajoint enferprise, and including the legal representatives of a deceased,employer, or'the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs•persons to do.maintenance, construction or repair work on such dwelling house or on the grounds or building.appurtenant thereto shall not because of such employment be deemed to be an employer, MGL chapter 152 section 25 also states thatevery state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the.commonwealth,for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required: .Additionally,neither the commonwealth nor.any.of:its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have beenpresented to the contracting . authority. , Applicants please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation.. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding"the"law"or if you are required to obtain a.workers'compensation policy,please call the Deparhrizent at the number listed below. . City or Towns . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number.which will be used as a reference number. The.affidavits maybe returned to the Department by.mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call:.. The Department's address, telephone and fax number: The Commonwealth Of Massachusetts Department.of Industrial Accidents Me of Imsugmens 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext.406 rear uo u-r uc: i op cape a. i s 1 anas b i ass P. i Fs 7:1.BA YSS6I E t, c Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2003-042 -- Cape & Islands Glass Co Special Permit - Section 4-4.4(2) Expansion of a Nonconforming Building Special Permit - Section 3-3.6(3)(A) Conditional'Use Expansion of an existing glass shop in a Highway Business District Summary: Granted with Conditions Petitioner: Cape&Islands Glass Co.,Inc. �_:P) Property Address: 73 Iyannough Road,Hyannis,MA 0 E.0 Assessor's Map/Parcel: Map 343,Parccl 006 Zoning: Highway Business Zoning District& Wellhead Protection Overlay District, ' Relief Requested&Background: The property at issue is a developed 0.16-acre commercial parcel located on Route 28,Iyannough Road, Hyannis. The lot is owried and used by Cape&Islands Glass,an auto glass repair and glass customizing, sales and installation business. The existing building is a one-story concrete and cinderblock service and shop building of 1,176 sq.ft., built in 1950. The business office occupies 312 sq.ft. and the retail,service and shop area is 864 sq.ft. The applicant has requested two special permits. The first is a Special Permit in accordance with Section 4-4.4(2) Alteration/Expansion of a Nonconforming Building or Structure Not Used as a Single or Two Family Dwelling. The permit is requested to allow the expansion of the building and to permit certain existing site features to remain that do not'conform to today's regulations;.specifically parking lot landscaping,parking dimensions and conformance with groundwater protection overlay requirements. The second is a Conditional Use Special Permit requested for the existing glass shop in the Highway Business District(Section 3-3.6(3)(A)). Although this is a non-conforming use, the use is permitted as-a' conditional use and a permit is necessary for the business now that it proposes to expand. Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on February 03, 2003. An extension of time for holding the hearing and for filing of the decision was executed between the applicant and the Board. A public hearing before the Zoning Board of Appeals was duly advertised'and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened March 05,2003 and continued to March 18, 2003, at which time the Board found to grant the appeal. Board Members deciding this appeal were, Gail Nightingale, Ron S.Jansson,Thomas A. DeRiemer,Jeremy Gilmore and Chairman Daniel M. Creedon. Attorney Michael J. Princi represented the applicant. He presented the proposal to expand the business and improve the site. Mr.Princi stated that additional parking was to occur on the neighboring site. It w was noted that the numbei of employees would be limited to 6. The board expressed concern for the on- site parking,the proposed expansion of the building on this small lot and the site entrarjce and exits. The hearing was continued to allow the applicant to fully explore the off-site parking to assure there was Irear uo u-r ur-: Lop nape isianos viass 5ua-/-/!3kJJe4 p. e P k 16894 p0 72 :S5618 Planning Division-Staff Report additional parking available. At the March 18, 2003 continuance,the applicant presented data to show that parking was available on the adjoining lot and that 10 spaces would be made available for the r applicant to use. A revised plan for the addition was submitted that did not have an addition to the footprint of the building only a second floor was to be added,thus reducing the area of the Building to 1,038 sq.ft. on each floor. The applicants stated that they did not wish to be restricted to right in and out only and that they would desire to reduce one of the curb cuts when the state implemented improvements along this area of Route 28. Findings of Fact: At the hearing of March 18, 2003,the Board unanimously made the following findings of fact: 1. Appeal 2003-42 is that of Cape&Islands Glass Co., Inc. requesting a Special Permit in accordance with Section 4-4.4(2) Expansion of a Nonconforming Building and a Conditional Use Special Per"mit in accordance with Section 3-3.6(3)(A). The property is addressed as 73 Iyannough Road,Hyannis, MA,as shown on Assessor's Map 343 as Parcel 6. It is in a Highway Business Zoning District and in a Wellhead Protection Overlay District. 2. The request is for a Special Permit in accordance with Section 4-4.4(2)to expand a nonconforming building and to retain existing site features that may not conform to the present zoning requirements. The Conditional Use Special Permit is for the existing glass shop use to be permitted on the property. With regards to the building,the applicant seeks to add a second floor to the structure. 3. The proposal has been before Site Plan Review Committee and the Committee found the plan approvable on March 29, 2001 with conditions. The conditions imposed in the March 30,2001 letter appear to have been at the request of the Health Agent to assure that wastewater flows would not exceed 90 gallons per day for compliance with Title V. The conditions are: The storage space shall now consist of 1,038 sq.ft. This area is not to be occupied for any extended amount of time. All. labor in this designated space is restricted to storage activity. Dedicated office area shall consist of 1,038 sq.ft. The applicant is limited in the number of employees permitted on the premises at any one time to a maximum of four glass workers and two office workers(total of 6) until such time that this property is connected to Town sewer. 4. The proposed addition does not increase the required on-site parking by 5 or more cars and according to Section 4-2.6(6)(B) the parking lot need not be improved to the meet the requirements of Section 4- 2.6- Landscape Requirements for Parking Lots. 5. A review of the dimensional figures with regard to parking stalls and aisle width, shows that the plan would meet the requirements of Section 4-7.7 Minimum Parking Lot Design Standards if a'clockwise one-way circulation pattern around the building were applied. 6. The application falls within a category specifically excepted in the ordinance for a grant of a Special Permit. 7. After evaluation of all the evidence presented,the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 8. A site plan has been reviewed by the Site Plan Review Committee and found approvable. 2 Y n a r uo uw uc: i by uape & i s i anus u i ass Sk. 1,6894 F'1073 ;556:L, Planning Division-Staff Report t 9. With regards for parking,the applicant has secured an additional 8 spaces on the neighboring lot to the rear of the property. Decision: " Based on the findings of fact,a motion was duly made and seconded to grant Special permit 2003-042 to Cape&Islands Glass Co. to permit the Expansion of a Nonconforming Building pursuant to Section 4- 4.4(2) and a Conditional Use Special Permit pursuant to Section 3-3.6(3)(A). The permit authorizes the glass company at this site inclusive of on and off-site repair of auto glass and installation. The site and business is restricted with the following conditions: 1. The business shall be developed consistent with the plan entitled"Site Plan of Land in Barnstable (Hyannis),MA prepared for Cape&Islands Glass#73 Iyannough Road" drawn by Down Cape Engineering, Inc. and dated 2/14/01,last revised 3/18/03, and as further modified by this Board to include; ' • One of the curb cuts shall be closed in accordance with Mass Highway at the time the roadway is " improved by the state. Closing of the curb cut,shall include installation of granite curbing and the landscaping of that area within the right-of-way of Route 28 with appropriate plantings. • The site shall be so marked to delineate a one-way interior circulation pattern going clockwise around the building. ' 2. The building shall be limited to two-stories;having,a total area of 2,076 sq.ft, Storage area shall occupy 1,038 sq.ft. and the office use shall occupy the remaining 1,038 sq.ft. 3. The number of employees permitted on the premises shall be limited to four glass workers and two' r- office workers (total of 6) at any one time. This restriction shall apply only so long as the property is served by an on site private septic disposal. The Board of Health or Heath Agent may also remove this restriction. 4. Lighting shall not exceed 18 feet itt height and shall,only be directed onto the site. No light shall be directed on Route 28. y . 5. The development on the site shall comply with all applicable Building and Health requirements. 6. The access easement and parking easement shall be recorded at the registry of deeds committing 8 or more parking spaces for this use. A copy of that easement shall be submitted to the Board's files. 7. All deranges shall be contained on-site. The vote was as follows: AYE: Gail Nightingale,Thomas A.DeRiemer, Randolph Childs,Ron S.Jansson and Daniel M. Creedon NAY: None Ordered: Special Permit 2003-42 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals.of this decision, if any,shall be made pursuant to MGL Chapter 40A, Section 17,within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. „ 3 f rear ua uY uc: ibp cape a. isianas mass p, g Ps 74- Scd 1 ti Planning Division-Staff Report - e . Creedon, hairman Dat Signed $ Massachusetts;h b I,Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County, __##�,..., certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decisic*�anazthatRj '•.�� ll��; no appeal of the decision has been filed in the office of the Town Clcrk. p Signed and sealed this, day dE .bile �O�1 under the pains and penal i�df z �% .,. �, ,�`��.,� �+ �fey �•r. •• G h Linda Hutchenrider, Town Clerk •••' ••• p� = 4 r star Ua Ulf Uc: 1oP tape .ar isianus u1ass 51.11t! ! /aadelt P. 5 ear 16894 Ps75 =5561s , Proof of Publication LEGAL NOTICES TOWN OF BARNSTABLE ZONING BOARD OF APPEALS NOTICE OF PUBLIC HEARING UNDER THE ZONING ORDINANCE MARCH 05 2003 To all perso-is interested in,or affected by the Zoning Board of Appeals under Section 1 1 of Chapter 40A of the General Laws cif the Commonwealth of Massachusetts, and al" amendments thereto you are hereby notified tha'.: 7.05 PM Monte Appeal 2003-035 Randall g Carole Monts has apphec for a?amrlyApartment Special Perrri;a.accordance with Section 7he E24 sc.-.ft. sparlment is being proposed as an addition LC it e existing d.:telling.The property is s'nown on Asses-sor's Map 101 as Parcel 129 addressed as 212 Chuc%:les',Vay.Paar tons Mills,MA in<a Residential F Zoning District. 7.10 PM Goncalves Appeal 2003-036 Andreia L.GcncA es has applied fora Family Apartment Special Permit in accordance Sect:oc 3-1.1(3)(D). A 1962 special permit issued Loa previous cw.mer authcnaed the family- apartment- 71ie ne, o:•rner c,r -would Lke to continue the use of the unit as a family apartment.The px,perty e.s`.lCtvr.on Asses:=or s Map 249.parcel 013,addressed zs 5E3 Stra:kr-ny P..oad,.Cemerville,PAri in a R•_.identiaLD-1.Zorumg District. f 7.15 PM Emery Appeal 2003-037 t 4anijeh t•A.�me,.Trustee F:lade Ba;side r-lonsnFe Trust has applied for a Family Apartment. Special Perinit in accordance v%ith Section 3-1,1(3l(D). The applicant is seeking to convert the existing dv:elLn,on tf:e;xc ee?y:nlo a family spar tment and to renovate and con:ert an e,,ist�no accessory buiding.-;-,the proper..y Tito a ne.^-pnmar,:single-'ar^fly d:%eSlirig. Ti property is shown on B+ases_•er's Map 036.Parcel 041.addressed as 59 Putnam Avv.nue, Co-wt.TAA in a Residential F Zoning District. 7:30 PM IStewart Appeal 2003.038 'OhIliam&Nina Stewart-has applied for a Special Permit in accordance with Section 4- .3 (2)and AGLChapter40A.Section6.fo-thedemolitionofanexistingsingle-family residence on a non-conicrmir•g lot and construction of a nevi single-family dwelling in compliance with + required setbacks. The property is shown on Assessor's Map 266,ParcelA07,addressed as 158 Third Avenue,Vd, Hyarnisaort,MA in a Residential 6 Zoning District. 7.45 PM Cape 8 Island Glass Co Appeal 2003.042 Cape&Islands G:as.s Co..Inc.has applied far a Special Permit in accordance with Section 4-4.4(2)to expand a ncnc onforming building and to r etain existing site features that way r.ct conform tn the precentzoningregwrements.The applicant has aiscreeuestedaCondition,; Use Special Permit in accordance•.itl,Section 3-3.6(3)(A)for the existing glass shoo use on the property. T.".e appLcant seeks;he ad:it,a s of 113 sS.h t:'tEle e.*.isting first fecr and a second flooradciLion of 1.264 sq.h-.for storage.The prop e r;yi; f :.n on Assesscr's Map 343.Farrel 6.addressor as 731 annough Road.Hyannis,f.4A rn a High:•:ay i?r.�snes^,Zoning - District. - - -hese PuL•I c Hearings will be held at ti)e Barnstable Town Hall.367 k4ain Strut,Hy anris. v1A, lea ing Rcom.2nd Floor. Aedne<:day.%,! r 15.2003.. Plans and applications nay )_reviewed at the Planning Di.ision.Zoning Board of Appeals Office,To-,-jr.Offices.200 Aain Street,Hyannis,VA- Daniel tit.Creecior.Chairman he Barnstable Fa;nat Zoning Board of Appeals ebrjary 14 and February 21.2003 t ti 0? Abutters Within 300 feet of Map 343 Parcel 006 p This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from Assessor's database November 2002. Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country v 32815200A (IVES,DAVIDU hBFLLIVEAU,CHARLES!TREAS Tll 46 GOLDEN Rn STOUGHTON MA 02072 USA A a 132815200B IVES,DAVIDU %BELLIVEAU;CHARLES J TREAS 146 GOLDEN RD 7JSOHTON MA 02072 USA �Q 32815200C IVES,DAVIDU %BELLIVEAU,CHARLES!TREAS 146 GOLDEN RO STOUGHTON MA 02072 USA. i n 32815200D IVES DAVID U %BELLIVEAU,CHARLES J TREAS 146 GOLDEN RD STOUGHTON MA 102072 US.4 - 32815200E IV£S,DAVIDU °ioBEIVEAU,CHARLES J TREASTIGOL�RD , STOUGHTON MA 02072 USA 32815200E IVES,DAVIDU �%BELLIVEAU,CHARLES J TREAS 146 GOLDEN RD .-- STOUGHTON MA 02072 USA S _ --=--�- - _ --�-- 32815200G IVES,DAVID U /oBELLIVEAU,CHARLES J TREAS �146 GOLDEN RD S tOUGHTON MA 02072 USA .1—` o Lq C 32815200H IVES,DAVID U %BELLIVEAU,CHARLES J TREAS 142 GOLDEN RD I STOUGHTON MA 02072 USA N _ N N 328152001 IVES;DAVIDU %BELLIVEAU,CHARLES J TREAS 146 GOLDEN STOUVHTON MA 02072 USA p 3281 S20UJ JIVES, S,DAVID U %BELLIVEAU,CHARLES 1 TREAS I46 GOLDEN RD ISTOUGH'fON IMA 02072 11SA r2111210KJIVES,DAVIDU �,BELLJ�AU,CHARLES J TREAS l46 GOLDEN RD STOUGHTON NIA 02072 USA 132815200L IVES,DAVID U %BELLIEVEAU,CHARLES J TREAS —l46 GOLDEN RD S"1O1JG]1T15N MA 02072 USA _. 32815200M IVES,DAVIDU %BELLIVEAU,CHARLES 1 TREAS 146 GOLDEN RD rSTOUGI-ITON MA 02072. USA V32815200N iIVES,DAVID U =oBEILW1EiAU,CHARLES J-TREAS 142 GOLDEN RD STOLIGHI'ON MA 02072 USA r ] 7 Tuesday,February 04,2003 Page i of 4 L Mappar Ownerl Owner2 Address I Address 2 City State Zip Country �328153� JM&S ENTERPRISES,LLC 158 BRANT WAY HYANNIS MA-�02601 USA 32815400A NARBONN6,LEON D TRS TRIPLE N REALTY TR P O BOX 2910 sHYANNIS MA 02601 USA G). 328 OOB NARBONE,LEON D TRS TRIPLE N REALTY TRUST P O BOX 291 U HYANNIS MA 102601 USA CL 1-� 32815400C rARBONNE,LEON D TRS TRIPLE N REALTY TRUS r P O BOX 2910 I iHYANNIS MA 02601 USA OD IA 1 _ 32R15400ll NARBONNE,LEON D TR TRIPLE N REALTY TRUST jP O DOX 29I0 HYANNIS �MA 02601 OD I _ r� ril 65 OSPREY POINT CORP GS CEDAR ST HYANNiS MA 02601 JUSA 1 328166 GLIDDFN,PETER J 275 MTLLWAY BARNSI'ABLE MA 02630 ti.l r � . 328167 SPREY POINT CORP %CALDWELL,EDWARD 65 CEDAR ST JHYANNIS. .MA 02601 USA 328168 JOHNSON,WILLIAM F ANNE T JOHNSON I4 CHURCH ST� ]VARMOUTHPORT ' MA 02675 IUSA 342020 HENDERSON,MARY B %HENDERSON,JOHN B — 52 CEDAR ST HYANNIS - IMA 02601 USA —J $A C6 .WEST MAIN iYAMS A2601 Ac 34202700A HOUSING ASSISTANCE COR ( 34202700E HOUSING ASSIST.ANCE� 460 W MAIN ST HYANNIS ��02601 USA CORPORATION la 34202700C TOKi A DAVID 1-170 CAPE DR MASHPEE MA 02649 m 34202700D FULMER,BRIAN W PO BOX 65 DRADDOCK HEIGHTS MD 121714 - _ - --- 1 34202700E PRESTON,CAROL& KLEY,PATRICIA C&GORDON 130 MAIN ST;VE I [HYANNIS MA i 2601 — — — R Q- 3420270OF 'CARVALHU,RICARDO M 30 MA.1N ST I HYANNIS MA 02601 a n 1 V 34202700E FIOUSING ASSISTANCE CURP 460 W MAIN ST .-ln rANNIS MA I02601 USA 3 Tuesday,February 04,200-3 Page 2 of 4 L m E - CD U} Mappar Owncrl Owncr2 Address 1 " , Address 2 City State Zip Country U*l 1343012 OCONNOR,KAREN M TR KB NOMINEE TRUST 224 BLACK BREWSTER MA 02631�a - - - DUCK i CARTWAY -- —_ (L r3013 M1DAS REALTY CORD REAL ESTATE ACCOUNTING DEPT 1300 ITASCA IL 60143-1274 USA Qi _ ARLINGTON W LL - - HEIGHTS RD N 343014 FLAHF.RTY,TERRE.NCE&AMES,P" FORTY-EIGHT R>Ai TY TRUST 48 IYANNOUGH ;HYANNIS MA 02601 I —! m CD l.- TRS RD Q 3Ln 43015 MAYO,JOSEPH L& MAYO,MICHAGL A 3—BROW ARLINGTON tv1A 02174 !USA RD w—.:.-- - - t„i 3d3017 LU YARMOUTH,TOWN OF 1146 MAIN ST S YARMOUTH MA 02664 i LL- da CD N L]C f(I . E Pm CIO cr- -y W IL Q A V 7 7 . ? Tucsday,February 04,2003 - Page 4 of 4 L ry a Town of Barnstable Regulatory Services S EaNSrAMLA ' Thomas F.Geller,Director I XAM Building Division - Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 508-862-4038 Fax: 508 790-6230 Property Owner Must Complete and Sign This Section If Using .A.Builder the.subject propet�r - . -- hereby authorize /W CGS G r"'' A V o:act on my..behalf,. in all matters relative to work authorize.d.by.this building.pesit-apphCation..for: &2n + (A s of Job) r-- t�re of Owner ' Date Print atn'e °Ft► , Town of Barnstable Regulatory Services t RAMSr'ABL& ' Thomas F.Geiler,Director MAM 059. Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street; Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 March 30, 2001 Cape & Islands Glass 73 Iyannough Road Hyannis, Ma 02601 Re: SPR 013- 1, 73 annough Rd,Hyannis (R343-006) Proposal: Proposed 113 sf two story addition Dear Sir or Madam: Please be advised that this application was approved at the Site Plan Review hearing on March 29, 2001 with the following conditions: • The storage space shall consist of 1,264 sq ft. This area is not to be occupied i s for any extended amount of time. All labor in this designated Pace is restricted to storage activity. • Dedicated office area shall consist of 1,038 sf. • The applicant is limited four glass workers and two office workers (total of 6) until such time that this property is connected to town sewer. This application has been referred to the ZBA Sincerely, Robin C. Giangregorio SPR Coordinator Q:Bldg\siteplan\2001\C&Iglass f 10 05 08: 48a — RESCOM RRCHITECTURRL INC 15087599802 p. 2 DIUSCOM ARCHITECTS CONSTRUCTION Architectural, Inc. CONTROL AFFIDAVIT Residential& Commercial Architecture P.O.Box 157, 118F Waterhouse Road Project: : Cape and Islands Glass Monument Beach, MA 02553 73 lyannough Road (508)759-9828 Hyannis, MA In accordance with paragraph 116.0 780 CMR, the Massachusetts State Building Code, I, Gregory B. Siroonian, a representative of RESCOM Architectural, Inc, Massachusetts Registration Number 9748 being a registered professional Architect hereby certify that a final inspection of the project determined, in general, that the work was performed in a manner consistent with the construction documents and is ready for occWpancy. Archi ect Date: SEAL SS°AR � SIp0 2' oy ! Nd.9748 t SWIM, MA OF RESCOM Architectural, Inc. May 09 05 03: 10p';' RESCOM RRCHITECTURRL. INC 15087599802 p; 2 R OM ESC ARCHITECTS FIELD REPORT . Architectural, Inc. + Date: �Y 5-5-05 Residential&Commercial Architecture, P.Or Box 157, 118F Waterhouse Road , " -To: Town of Barnstable Monument Beach,"02553" Building Department (508) 759-9828 From: RESCOM Architectural, Inc. Project: Cape and Islands Glass 73 lyannough Road Hyannis, MA 4T Work in Place: 1. Rough Framing complete. 2. Exterior envelope in progress. Items (Voted: 1. The architect asked the contractor to explain hour the connection of the wood construction to the top of the existing masonry wall was ti achieved due to it being concealed. The contractor indicated that the top course of block had two rows of steel horizontally and the wall had vertical reinforcing every fourth block. The top plate was set with anchor bolts at every 4'-0" O.C. with bolts at each corner. 2. No other items were noted. tO AR 1. Ia9 3r1AY�+— jj�w s WAA � Ct 9 TOWN OF BARNSTABLE 60 DAY TEMPORARY OCCUPANCY PARCEL ID 343 006 GEOBASP,, ID- 24969 ADDRESS 67 IYANNOUGH ROAD/RTE2'8 - PHONE HYANNIS ZIP - I LOT 13B & 1 BLOCK LOT SIZE I DBA ; DEVELOPMENT DISTRICT HY PERMIT 84813 DESCRIPTION 60 DAY OCCUPANCY #78092 & #82940 PERMIT TYPE BTCOO TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $75.00 BOND $.00 �tHE CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE BARNSTABLE, + 1639. FD MA'S A BUIL . G' ISION BY DATE ISSUED 06/14/2005 EXPIRATION DATE 8/15/2005 06/13/2005 13:59 15087780770 PAGE 03 'POWN' OF 14ARNSTAbf,i? BVIU)INU PERMIT i J I. ?ARC1.%4L ID 34*3 008 GE08ASE1 ID 24969 kD!)'RP,Sg 67 1.YANNOUG14 ROAD/lUE28 HYANNIS UP ,,UT' 13B & I 13LO('K 1,0T SIZE 0A DEV9U)PHENT D f STR I CIF IN :'RRMI T 82940 DESCRIPTION PTAN C> ANGX ROM 0 '/5092 -)gMIT TYPE Bu I LI)c TITIA CO. rALs ILDING 'ONTRACTORS: MARKW(X)D (.,r)RPOI?AT IONWHITECrS- Department of Regula*ry SerAces 10TAL FEES- $150.00 30ND $.Oci 'ONSTRUCTION (' s,rs $--00 324 F'IZOF, HA N KS OFFUM 13[jW I PR I VA,r.F, KAM Hun.QSvc jD IVIS102 j I rf DATE IS8URD 03/24/2005 EXPIRATION -DATBY E THIS PERMIT CONVEYS NO RIGHT To OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY.EN- =101E ON PVSUC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET On y QRAr ES AS WELLAS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WOAKS,THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS, MNAPJMOF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST W IIIIII[TANED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POIST60 LINIML FINIAL INSPECTION 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE,WNEA*A CERTIFICATE OF OCCU. PERMITS ARE AEOuiAED FOR 3,( PANCY it ftWIRED,&Wm BUILDING$HALL NOT BE ELECTRICAL,PLUMBING AND MECH- IZIDY TO LATH). LATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS, 4,FINAL INSPECTION BEFORE OCCUPANCY. NSPE APPROVALS I--PLUVBING INSPECTION APPROVALS ELIGTF"CAL PSPECTI()N APPROVALS some 2 %T F106 2 gf, . . ..... ISPV Or s 44 04 3 0 1 EATING I CTION APPROVALS ENGINEERING OE ENT BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK 15HALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL VOID IF CON- INSPECTIONS INDICATED ON THIS THE THE INSPECTOR HAS APPROVED,!]l STRUCTION WORK IS NOT STARTED WITHIN Ill CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTA.UC- MONTHS OF DATE THE PERMIT 18 ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION, NOTED ABOVE. TION. 06/13/2005 13:59 15087780770 PAGE 02 •A 1 MEMORANDUM TO Tom Perry FROM Tim Pearson DATE 6-13-05 LOG NO. 05-344 RE Cape & Island Glass Co. 73 Iyannough RD. Hyannis, MA, Permit #78092 The final coat of pavement went on Friday 6-10. They made a ramp in front of the door as we discussed. Attached is a copy of the final sign-off from RESCOM which you should have received a copy via fax. Can we get a CO. for them to move back in?The small areas to be landscape will be done on Wednesday. The side to 75 Iyannough RD. we will do once the other building is up being the lot lines are so close, their really is little to no area to be done. If you need anything else or have any questions please let me know. Thanks for all your help. Tim 06/13/2005 13:59 15087780770 PAGE 05 Jun 10 05 06:SOa RESCUM ARCHITECTURHL InC 15087599802 p. 2 t RESCOM ARCHITECTS CONSTRUC77ON Architectu al, Inc. CONTROL,AFFIDAWT Residemlj4i&Commercial Arch4eciure F.O.Box 157, 11SY Waterhouse Road Project: Cabe and Islands Glans Monument Beach,NSA 02553 73 lyannough Road (508) 759-9828 Hyannis, MA In accordance with paragraph 116.0 780 CMR, the Massachusetts State Building Code. 1, Gregory 13, 3Iroonlan, a representative of RESCOM Archltaectural,Inc, Massachusetts Registration Number 8748 being a registered professional Architect hereby codify that a final inspection of the pro)ect determined, in general, that the work was performed in a manner consistent with the construction documents and is ready for occ pancy. I Arch'ect Dote: �w I SEAL r o.9748 � 90UML �u► OF RESCOM Archftdural, Inc. TOWN OF BARNSTABLE 60 DAY TEMPORARY OCCUPANCY PARCEL ID 343 006 GEOB.ASE ID 24969 ADDRESS 67 IYANNOUGH ROAD/RTE28 - PRONE HYANNIS ZIP - LOT 13B & 1 BLOCK LOT SIZE ` ABA DEVELOPMENT DISTRICT HY PERMIT 84813 DESCRIPTION 60 DAY OCCUPANCY #78092 & 482940 PERMIT TYPE BTCOO TITLE TEMP. OCCUPANCY PERMIT F f ? CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $75.00 BOND $.00 pfr : CONS.TRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 1: 0 Mass. BAMSTABIA RFD MA'S A i BUILDI WI;VISION �'f BY - DATE ISSUED 06/14/2005 EXPIRATION DATE -8/15/2005 II rI THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- s CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ) ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. I MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. it I 0 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS •I �I J I 2 2 2 �I I .I 1 •I 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT I I 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL i I1 WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA— TION. NOTED ABOVE. TION. BUILDING PERMIT �I TOWN OF BARNSTABLE SIPN PERMIT PARCEL ID 343 006 GEOBASE ID 24969 ADDRESS 67 IYANNOUGH ROAD/RTE28 PHONE HYANN I S ZIP - LOT 13B & 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 47411 DESCRIPTION CAPE & ISLAND GLASS - 2 SIGNS @ 18 SQ PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $50_.00 THE BOND $.00 CONSTRUCTION COSTS $.00 I 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE P1'*Ens * BJIRN3TABLE, w MA83. i63� UILD NG DIMS ON BY DATE ISSUED 07/14/2000 EXPIRATION DATE 04 ... ', y Tie Town of Barnstable 474 .InnxxMSAHt.E. : Depart gent of Health,. Safety and Environmental Services 1639. �0�' Building Division r { rEl9 �a 367 Main Street,Hyannis MA 02601 �F Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Tax Collector o� oVa+ • ;6+:' S td Treasurer Application for Slgn Permit Applicant: Assessors No. Doing Business As: C1Ap� 'T� �D Telephone No. � 7 7(4 z Ga LASS cc Sign Location Street/Road: Zoning District:,W&— Old Kings Highway? Yes/No Hyannis Historic District? Yes/No Property OwneiOM Name: �� S Telephone: 4z Q.� Address: � �1A�OU Ol _Village• lIA V\hS _ Sign Contractor�t� S N �une: --Telephone: Address: `3 UG to/ j ✓h /N �'T S`O �'�✓.1�C V _ rllage: —J.q Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drrzjvn on the reverse side of this application. Is die sign to be electrified? CA� (Note:Ifyes, a wiry gpcjmjtisregrlired) I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: Date: Size: /- l Permit Fe Sign Permit was approved: Disapproved: Signature of Building O ial: Date: = Signl.doc rev.8/31/98 t J ' r t F $� PLYMOUTH SIGN CO. P.O. BOX 134 SOUTH YARMOUTH, MA 02664 Phone(506)396 2721 FAX(508) 760-3130 (C AAPD I no ill DDOz) l . coco j Lam © C�C�La� o uK@4QDIIZ%lT000 11W MnsrM rtmNmws fI i j TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map _J Parcel _ Permit# � Health Division '' Date Issued V O Conservation Division Application Fee Tax Collector Permit Fee Treasurer Planning Dept. ? 0? Date Definitive.Plan Approved by Planning Board CPO / Historic-OKH Preservation/Hyannis Project Street Addreskon —1--3- .T�nY)rim r, Village I` Linrin i S Owner 6,.a_+ S 1GnJ ls'iG0_3 60. TSB, Address ?3 l Lpnna�, � ��nr n►i��f�. Telephone 17 — 77Yd (' Permit Request � IttMU 1 C.I Cc o- G ACAY%S , Square feet: 1st floor: existing 04S proposed ►QHS" 2nd floor: existing proposed 5`37 Total new Sl; 7 Zoning District 14►3 Flood Plain Groundwater Overlay Project Valuattirio�ny Construction Type 6�m 6SWc, Lot Size 3 OU cf Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout Other SL�� Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: A Gas ❑Oil ❑ Electric ❑Other Central Air: X Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization A Appeal# �W3—C�l d Recorded;O � � pr7• A7 I Commercial *es ❑ No If yes,site plan review# SCc, Z kvrlS S, Lod, U�C��t» CM Current Use � Proposed Use nc� A-CL)CL-14- BUILDER INFORMATIONName m CC ox, �` '. Telephone Number Address N> >0RIM License# C►�7 ryc z _ Home Improvement Contractor# Y�fG1')� Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Two S-mv-6- SIGNATURE Al DATE 2 d �� \ FOR OFFICIAL USE ONLY PERMIT, NO. DATE ISSUED - MAP/PARCEL NO. - r �J ADDRESS VILLAGE f OWNERi DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL — GAS: ROUGH FINAL. FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. s 'Y r . MEMORANDUM • TO Tom Perry Barnstable Building Commissioner ' = FROM : Tim Pearson DATE : 3-23-05 - LOG NO. : 05-182 RE : Plan change on Permit #78092 73 Iyannough Rd. Hyannis, Ma. Attached please find copy of existing permit, application and plan for permit # 78092. I did new application with revised plans, MAScheck, design on steel beam, 1 large plan and 4 reduced plans. They made the second floor area smaller and made outside of building simpler. The floor area change'is what the board of health wanted anyway. The site plan didn't change being this is all second floor area changed. I am moving forward with same permit I have in hand or will you give me a new Thanks for all your help Tim V 9 MAScheck COMPLIANCE REPORT I I Massachuset;Xs Energy Code I Permit # 1 MAScheck Software Version-2:`0`r I I i I I Checked by/Date I I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 2-18-2005 TITLE: Cape and Island Glass Co., Hyannis MA COMPLIANCE: PASSES Required UA = 366 Your Home = 281 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1050 30.0 0.0 37 WALLS: Wood Frame, 16" O.C. 1541 13.0 0.0 127 GLAZING: Windows or Doors 192 0.350 67 FLOORS: Over Unconditioned Space 1050 19.0 0.0 50 HVAC EQUIPMENT: Furnace, 95.0 AFUE HVAC EQUIPMENT: Air Conditioner, 10.0 SEER ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4 p✓��n n' ��'� Builder/Designer RRRCOM Architectural,Inc. pp.Box 157 Monument Beach,MA 02553 4 "w MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 Cape and Island Glass Co., Hyannis MA DATE: 2-18-2005 Bldg. l Dept. 1 Use I I I CEILINGS: [ J I 1. R-30 I Comments/Location I I WALLS: [ ] I 1. Wood Frame, 16" O.C., R-13 I Comments/Location I I WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.35 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ J Yes [ ] No I Comments/Location I I FLOORS: [ J I 1. Over Unconditioned Space, R-19 I Comments/Location I I HVAC EQUIPMENT: [ ] I 1. Furnace, 95.0 AFUE or higher I Make and Model Number ( ) I 2. Air Conditioner, 10.0 SEER I I AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings in the building i envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space, I 2. Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I I MATERIALS IDENTIFICATION: [ ] [ Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be y I provided. •Insulation R-values, glazing U=values, and heating i r equipment efficiency must be clearly marked on the building plans 'Y I or specifications. I I DUCT, INSULATION: [ ] I Ducts shall be inysula"t-ed per Table J4.4.7.1. I I DUCT CONSTRUCTION: [ J I All accessible joints, seams, and connections of supply and return 1 ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the 1 manufacturer's installation instructions. Mesh tape may be 1 omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I • I TEMPERATURE CONTROLS: [ J I Thermostats are required for each separate HVAC system. A manual ( or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I ' I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is J not greater than 125% of the design load as specified 1 in Sections 780CMR 1310 and J4.4. [ ] I SWIMMING POOLS: I All heated swimming pools must have an on/off heater switch and 1 require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. I ( ] I HVAC PIPING INSULATION: I HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.) : 1 , I PIPE SIZES (in.) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-l" 1.25-2" 2.5-4" I Low pressure/temp. . 201-250 1.0 1.5 1.5 2.0 1 Low temperature 120-200 0.5 110 1.0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 I COOLING SYSTEMS: i Chilled water or 40-55 0.5 0.5 0.75 1.0 1 refrigerant below 40 1.0 1.0 1.5 1.5 I _ , ( J I CIRCULATING HOT WATER SYSTEMS: I Insulate circulating hot water pipes to the following levels (in.) : I PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F) : RUNOUTS 0-1" 1 0-1.25" 1.5-2.0" 2.0+" 1 170-180 0.5 I 1.0 1.5 2.0 1 140-160 0.5 I 0.5 1.0 1.5 1 100-130 0.5 - I 0.5 0.5 1.0 I ----NOTES TO FIELD (Building Department Use Only)------------------------- Daniel E. Braman, P.E. . �•�`� �'�� 'A�S 189 Harbor Point Rd Cum�riaquid MA 02637-0361 ��t�` - s.---• �Pt.ca..i t�G-T: c. 10 a PA." - Z� a - C KGcv. a A7 T C 1�•�° `�®®F" CL f DANIEL E. BRAMAN STRUCTURAL -• NO.36 ` RAMSBEAM V2 . 0 - Gravity Beam Design rJ Licensed to: Dan Braman, P.E. Jab: Cape&Islands Glass Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (Use-r�,.Selected) = W10X45 Fy = 36. 0 ksi Total Beam Length (ft) = 22 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 045 k/ft Lire Loads (k/ft) : Distl Dist2 DLl DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 22 . 00 0. 496 0. 496 0. 000 0 . 000 0 . 908 0 . 908 SHEAR: Max V (kips) = 15. 94 fv (ksi) = 4 . 51 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 87 . 7 11 . 0 0 . 0 1. 00 21 . 43 24- 00 21. 43 24 . 00 Controlling 87 . 7 11 . 0 0. 0 1. 00 21 . 43 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 5 . 95 5. 95 Max + LL reaction 9. 99 9. 99 Max + total reaction 15. 94 15. 94 DEFLECTIONS: Dead load (in) at 11. 00 ft = -0. 397 L/D = 666 Live load (in) at 11. 00 ft = -0. 665 L/D = 397 Total load (in) at 11 . 00 ft = -1 . 062 L/D = 249 RAMSBEAM V2 . 0 - Gravity Beam Design -y Licensed to: Dan Braman, P.E. Job: Cape&Islands Glass Steel Code: RISC 9th Ed. SPAN INFORMATION: " Beam Size (u-se�Selected) = W10X45 Fy = 36. 0 ksi Total Beam Lencth (ft) = 22 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 045 k/ft Point Loads (kips) . Flange Bracing Dist DL Pre DL LL Top Bottom 11 . 00 0 . 00 0. 00 2 . 00 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 22 . 00 0 . 496 0. 496 0 . 000 0 . 000 0 . 383 0. 383 SHEAR: Max V (kips) = 11 . 17 fv (ksi) = 3 . 16 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 66. 9 11. 0 0. 0 1 . 00 16. 35 24 . 00 16. 35 24 . 00 Controllina 66. 9 11 . 0 0 . 0 1 . 00 16. 35 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 5 . 95 5 . 95 Max + LL reaction 5. 21 5 . 21 Max + total reaction 11.17 11 . 17 DEFLECTIONS: Dead load (in) at 11 . 00 ft = -0 . 397 L/D = 666 Live load (in) at 11 . 00 ft = -0 . 387 L/D = 682 Total load (in). at 11. 00 ft = -0 . 784 L/D = 337 i TOWN OF BARNSTABLE BU aIGP'EMIT I 1, PARCEL'ID 343 006 tGEOBASE ID 24969 ADE ESS 6-7 IYANNOUGH ROAD/RTE28 PHONE : HYANNIS ,, .. ZIP - (.SOT 13B & .1 BLOCK LOT SIZE -� n• Di3A DEVELOPMENT DISTRICT HY a ERt T. 78092 ' DESCRIPTION ADD TO WILD. 2 ND FL. (CAPE & ISLAND GIASS� PERMIT TYPE BUILDC TITLE COMMERCIAL BUILDING ! CONTRACTORS: MARKWOOD CORPORATION ARCHITECTS: 3 Department Of,-- Regul-atqry Services TOTAL FEES: $1,238.64BOND $.00 CONSTRUCTION COSTS $134,400.00 { 324 PROF, 'BANKS, OFFICE BLDG 1 PRIVATE * >,nnNSTAB><.E, * i MASS. 039. BUI]LDJNG DIVISION BY i DATE ISSUED 07/22/2004 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION,STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. ! MINIMUM OF APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL FOUR CALL INSPECTIONS REQUIRED CONSTRUCTION WORK: WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- 2. PRIOR TO COVERING STRUCTURAL MEMBERS ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ! 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. ail I an� I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 1 I 2 2 2 I 4 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT y 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL Persons contracting with unregistered contractors do not have access to the guaranty fund (as set forth in MGL c.142A) WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- I T!ON. NOTED ABOVE. TION. ,( 4 ic TIM ry TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 3a Map lyParcel _ Permit If a k � 0.iv ' r sr Health Division Date Issued MM Conservation Division 3)Is U�j�Ak Fee �bb� T r� r Tax C.OIIeC10r NL Treasurer b x r &65' " + Planning Dept. t f x Date Definitive Plan Approved by Planning Board �� x { Historic-OKH Preservation/Hyannis ,/,.} � > f Project Street Address /� l'�17r!iYi1G r ;Y ' a rA Village Cel( ,/� Owner %71Sl;- C� UIC l ,,o (. YhL Address 7 G n e Telephone I^ { ` Permit Request C7 Cn !7 Gt'S�S r�C l 1 r G fkadLaLbq. _ F: Square feet:ist floor:existing—proposedjjJV2nd floor:existing —c�— proposed Total new Valuation j 3�I�ndro Zonin Di trict Flood Plain Groundwater Overlay Construction Type Lot Size jg2 CK Grandfathered: O Yes ❑No If yes,attach supporting documentation. -} Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) s p Age of Existing Structure Historic House: ElYes X No On Old King's Highway: ❑Yes j No i d1 j r Basement Type: ❑Full ❑Crawl' U Walkout ) Other S L191� s. Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) I r Number of Baths: Full:existing new Half:existing-� new Number of Bedrooms: existing new } Total Room Count(not including baths):existing new First Floor Room Count, Heat Type and Fuel: XGas ❑Oil ❑Electric ❑Other Central Air: N Yes O No Fireplaces:Existing New Existing wood/coal stove: ❑Yes O No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing U new size Shed:❑existing ❑new size Other: t C 7f1 IL .. t' Zoning Board of Appeals Authorization Appeal# 3—U�e2 Recorded� ��7� lam/• t sY f t( A,n } Commercial ,R1C4QY)!:!!22 s. ❑No If yes,site plan review# Z�� .� r Ft All. nh , Current Use Proposed Use r� r; a BUILDER INFORMATION 7��v� t t Name //!� 1GGr y� i�.c.c�J Telephone Number •,� r � r. Address Uhl rC7 1r License# CVS�7 Home Improvement Contractor If Worker's Compensation# 44!,V �> S" ALL CONSTRUCTION DEBRIS RESULTING FROM THIS OJECT WILL BE TAKEN TO SIGNATURE DATE r4 4 v PROPOSED RENOVATION CAPE & ISLANDS GLASS COMP ANY INC . 73 IYANNOUGH ROAD ' - -HYANNIS , MASSACHUSETTS EXEDUED ElEl � SIGNAGE ffiH I - aa � o '_ oaaa _ 000LjL- ARCHITECT: RESCOM Residential & Commercial Architectural, Inc, Architecture P.O. Box 157 Monument Beach, MA 02553 Phone (508) 759-9828 Fax(508) 759-9802 S E P T E M B E R 07, 2003 PROJECT DATA EXIT ft-JIREwm+uT9 BUILPINS CLASSIFICATION APPLICABLE CODES I MEANS OF EGRESS - GROLP B(BUSINESS) - ACCESSIBILITY-521 CMR-ARCHITECTURAL ACCESS(FIRST FLOOR ONLY) EXIT TO GRADE(MAIN LEVEL) - BUILDING CONSTRUCTION-MASS.6h1 EDITION(I44S SOCA)AS PER TBO CMR CONSTR)CTION� _ - MECHANICAL-MASS.6TH EDITION(IM45 BOCA) TYPE 50-CON®J"TIBLE - PLUMBING IN AND GAS FITTING-MASS.PLUMBING AND FUEL GAS OE]4B,CJe1R/O ) MASS.ENERGY CODE �r° ) A NII+BER OF STORIES - - MASS.ELECTRIC CODE(521 GMR 12.00) �J 2-T-O"FEET o k1E)f kS_L1ND AREA LIL•ILTALIOlf.S 'I ((,� �- B 12DO No.97 2 STORY MO FEET) G . Ej�A GALGIlLAllO.CI°1—_ MA ' PROP9_=� -FIRST FLOOR- 1045 S.F SECOND FLOOR- 460 S.F. -`�� •!7 6 -TOTAL- 20U5 S.F. � . r-----------� n-s -, yIIIL�I�,,�\yl' (\may', IA\1 FT-BETA 5-0• JLJ Pam/ \/1 I A Architectural, Inc. A8 P.O.BOX 157 MONUMENT BEACH,MA 055P I OFFICE 1T<" t R'd Ia• T-Iola' NyNBLOCK WAIL IIFIU TO Residential & Commercial I----- - MATCH EX1571145. Architecture i �,,q v2, / lIOWL\ TOP OF WALL TO eP 71-6•IN HGWC.PROVIDE 2 X 6 4015T5 I V-6"XT'-0'CONCRETE SLAB TO PROVIDE R I6'O.G.WITH 5/4'OVER PLYWOOD - TKO X Y-0"X 1'M7" I FOR STORAl.E OVER r THICK COICFM7E PADS FOR T.S. i TOILET ROOM. I �� -- COUAMNS,REINFC CEYUTH L_. __I 6H9G_-I IV 43& EACH WAY,BOTTOM - I VERF PROPER BEARINS UNDEx FOOTING u - OA TE FLOOR TT BE STEEL.•%I/4" x 1 HWTG I PS REWIRED PEOR NEW ' I FlDM3IN!.. -TWO MA CONCRETE R.00R Phone(509)759-9929 Faz 15091 7 59-8802 r-------------------1 -------------------- $ TO MATCH PXISTIN6. I n I i i CONTACT PERSON GflEGOflY 61 RtUNIAN I I \`�' I STORAGE I I'-3' STAIR9 I I FMW WE A LOCATIN PROPOSED RENOVATION I I I � L___J1 I I a = I n) I III � A-5 —2•bETALRRWN5SMP5 CAPE &ISLANDS GLASS w 1v61v 1 riGar'i vil'Erna-L. CO., INC. FZ40VE DGbR : � STOP. 5 1--_7 STORASE T3 IYANNOUGH ROAD 1 1 HYANNIS, MA -`` O -I 1n•OFFSET FROM EX15TN6 ' EXIST.OJ6QEAD DOOR TO REMAIN 1 L EXISTNS OVERT FAD DOOR TO IN. -~ TB' 9,� CONCRETE WALL. UP �� . RB40VE CONCRETE I NBV ROOF OVERHANb R•Ib'OL.METAL VERTCA"R' 5'-0'C I ......._.._.. -..., t NEW S FZ W F FQZ ------------. RI DtHD IWAIATION,In'DRYWALL - 4" I�-i •may--.\ i-�, - 5HDW ROOM 1�1 ^ � 11 I IF—REMOVE WOOD AND BLoac cEPTFICATroN I I. TO . 1 I r FOUNDATION I FWNDATION r1oN, L`---I 1 r-----� \`------ B. Pea Dew_ =_ ± O TEMP 6LA55 O TEMP 4'-6 3/4' 7'3' EXI5TING 8 REMOVAL FLOOR PLAN c7 NWO. Q8 All dNwln9 and wrlNen mefeAsl appearM9 herein SCALE:W.1'-0• onsUtutas or191na1 And unpuNlshed work of the A OG Architect and oMA ut may not be duplicated.used or AS' dlscloaed with wrlNen cc senl of the Arohltec}. ©1999 RESCOM ARCHITECTURAL,INC, 13'-71n• 22161/7 MAIN LEVEL PLAN - � O - SLALE.1/4"•I'4' C - COMPACTOR I �IS'•3 V2' \\ g� STORA6ErMECN N ^ l I2'31a' 0 To' AGGE% GENERAL REQUIREMENTS:� I . C OFFICE v C I. ALL DIMENSIONS ARE TO FACE OF STUD UNLE55 INDICATED OTHERWI5E. - r o � �ty _ 2, ALL EXTERIOR Y1ALL FRAMINb SHALL BE X b CONSTRUCTION EXISTING/ REMOVAL, . AND ALL INTERIOR WALL FAMINHA 4 CONSTRUCTION UNLESS MAIN LEVEL, SECOND o1HERWINorFD. R G SMALL BE 2 X STRUCT UNL LEVEL FLOOR PLANS, 5. ALL. ORK SHALL COMPLY KITH THE MA55ACHU5ETT9 STATE BUILDING CODE,180 GMR p NOTES O e v U APTER 86-ALL MVNICIPALI7Y ORDINANCES AND BY-LAWS.W 01-- -----;--------- ---- § C 4. ALL WORKMANSHIP AND N6 MATERIALS SHALL MEET OR EXCEED REG06NI2PD INDUSTRY 8.ROOF PLAN �I�I 5T'�IR5 STANDARDS FOR EACH APPLICABLE TRADE. 1 v C 12 S. REFER TO OTHER DRAWINGS AS PART OF THI5 SET FOR MORE DETAILED REQUIREMENTS - OFFICE -Z 11 T- - 6r REGARDING EUILDIMS MATERIALS,FOUNDATIONS AND STRUCTURAL DESIGN CRITERIA, REVISIONS !,+ b. SMOKE DETECTOR LOCATIONS HAVE BEENOYP1 ON THE PLANS TO COMPLY WITH THE I REQUIREMENTS OF 180 GMR-FIRE PROTEGTITI ON SYSTEMS HOWEVER,THE ARCHITECT BEARS NO R FOR THE DESIGN,FINAL PLACEMENT,OPERATION OR MAINTENANC Y , PROCEDUERE5 OF OF T14 TH U E E HOUSEHOLD EHOLD FIRE WARNING SYSTEM. 7� Tf2 I 06-28 04 OFFICE/-STORAGE_- __ TEMP 12 I OFPILE o 7� I AREAT _________________________________________________ 6LLk% OL'LAAW ROOF PLAN [ AREA GALGULATION5 HR>,EcrNa 03089.00 5'- SCALE IM' I'-0" DATE OF C&.E y FIRST ROOK AREA 10-O T-O3 W4LL To O SHOP AREA.T85 5WARE PEST 865 5F. _ AL LI h TH NALL OFFICE AREA-260 9WARE FEET 160 5P, SCALE NOTED AS !S 4� SECOND FE FLOOR AREA IR'11 STGRAGE AREA=173 SQUARE ET IA 9.P. DiAWNG NUMBER: OFFICE AREA-787 SWARE FEET 767 SF. 6'3• O TLNPA�'-II.Or A%5'-II'O A% 6�. TOTAL OFFICE AREA•1041 5WARE FEET 1041 SF. OABOVE TOTAL 5HOP5TORAoe AREA.9515 5Q ARE FEET 'W SF. — I ' A-B SECOND FLOOR PLAN 9LALEI/4'•I'4' c Architectural, Inc. - - P.O.BO%IST MOWMEM BEACH,MA 02553 Residential A Commercial Architecture •• Phan,1508)759-9828 'F.s(5081 T59-9802 COMACT PERSON GREGORY SIROONIAN P11090 K"A LOCACOM PROPOSED RENOVATION — CAPE & ISLANDS GLASS CO., INC. 731YANNOUGH ROAD C) L L HYANNIS, MA - �Ip�, — CEIL - . �5 LEGEND II'-5' CEILINb IEI6M OR U.CEILING _— - CEILING IEI6RT T ®I EXIT —tE34ILLUHINA TED EXIT 516N ®I ®5 AU CERTWCA110ff PANEL I - 09 —1EH f40V-E GEiECTOR I 22"%30'MN ORYWN.L /a CEILIN4 C$19 —NEW HEAT DETECTOR DRTYNLL —NR4 EP£N6EILY U MIN6 PROVIDE 5/6'rfM'X'TYPICAL - 1,EILIN6 FCRCEILIN65. Z All drawing and-Itt,n na lerlal app,a ring here In _ _ 10'-i'TRAT Q ._N9N Flfg EXi1NGIlISHER CEILING Fk76M omtltu tea orlglnfl and unpubll.hed work,f the Exrc - Arohit,ot and may not be duplkat,d,u.,d hI N64 E%IT SIbN dlecloud w181,ut wrlften ca moot of the ArchltecL �5 O O ( CO 1999 RESCOM ARCHITECTURAL.INC. YWALL (®I —N 12-%12-EX4N5T VENT CE u%7 COMAACTOR O E%IT � —NEYl1%2 R T LI6NT Fl%11KtE I' vII1I _ \ O CrttUE FRMED / !!L y11 I® —NFN I%4 FL0.RESCENT UI FIXTURE cRrW v L : CEILING /a EXIT 1 L� ALL —NEW 2 X 4 Ra.RESCBfT LI6M FlXlI1RE (�y'g GEILI IEIGMT rrILIN6 NOTE: I GEILI �I - - DRAWHO TRLE 2ND FLOOR CEILING NEI6M N/y/ - TO 2 X 2 91Ei9a7ED OI11ERitl SE NOTED. _ ACCVTiCALTBE ��— NEW RACKL16M1NG REFLECTED CEILING PLANS E IT LEGEND O —NEVI REC:55EV INCAKX5CaiT U&TINS LEIUI ANGLES L CEILING ANGLES VOW DOM A A5 A CA'-S MAIN LEVEL REFLEGTED CEILING PLAN 5EGOND FLOOR REFLECTED GEILING PLAN REVISIONS 5CA1E:1/4" I'-0' SCALE)/4',V-O' --- -- F vOD 3/q ----------------------------- .... Cr N!!T 03089.00 w' ' (D ' o.97 onTeai SOUR 10-07-03 MA G AS NOTED • - .- t'TlO � DHAWtJO N.M9ER / REsco Architectural, Inc. - - ---: - P.O.BOX 157 MON EW BEACH,MA 0250 . / - // Redden la ommerclal � - - Architecture Ei_ I I -- El ❑ i1 Phene 1508)759-9828 F.X 15081 759-8802 = I!I _JI ® CONTACT PERSON GREGORY SIROONIAN - ... PROJECT HUE A LOCA770N PROPOSED RENOVATION WINDOW 5GHEDULE CAPE & ISLANDS GLASS _ -- 51606E --_ -_ - SLAJP va•.ro' T3 I INC. . _ El I r.e•.a 73 YANNOUGH ROAD HYANNIS, MA <—HAW E%ISTIR6 OPE111116 0 - - CERTRICATIOH RI( SILL ELEVATION WALE.1/4"•P-O' , . 4 All drawing and will-ma lerlal appearing hereln ona8tules o'lginol and unpubllahed work of the Architect and may not be dupllea ted,used or — diseloe without consent of the Architect 19 ©1998 flESCOM OM AflCHITECTUflAL,INC. O CRf8UCT08 9� _ r O � _ _ —___ - # s'-0•� FRONT ELEVATION RIGHT SIDE ELEVATION _ EFE REAR ELEVATION LEFT SIDE ELEVATION ® - ® WINDOW SCHEDULE REVISIONS -" — - -- -- _ _ 1 .. .. 9'-0' '-b'RADIUS 03089.00 _ BAIEOP9AA. 10-07-03 SIRED AR�� E AS NOTED REAR ELEVATION �^ yT :DE ELEVATION a�® g-F� I BOUR MA A - 3 r >r RESCOM Architectural, Inc. - P.O.BOX IST-MONUMENT BEACH.MA 02553 Residential'& Commercial + - Architecture TOP OF SINK 34'MAX.A.F.F. , (SHALL EXTEND MM.IT'FROM - a NALL TO FRONT OF SINK) - C 50"X 40"CLEAR a + FLOOR 5PACE Phone(508)759-9828 -Fax 1508)759-9802 33"-36"A.F.F. + ' _ - - CONTACT PERSON GREGORY SIflCON/AN - PROhCT NAND A LOCATM PROPOSED RENOVATION 516NA6ETOBEINSTULEDONTHE 4ALL CAPE & ISLANDS GLASS . O . .A044LENT TO THE LATCH SIDE OF DGbR. CO., INC. °e a T3 IYANNOUGH ROAD —— HYANNIS, MA ..WATER CLOSET SHALL BE IT,TO I9"FROM FLOOR TO TOP OF SEAT / - w - y - _ - CEATFICATXIN 1-6 - All drawing and wiltt..material appearing h-1. ADA SIO NAr F ELEVATION .RtNt...dolo.l and unpublished wo,k of th. �1 +1-0 Architect and may not be duplicated,.,ad or - died—d with—I—M.n-sent of the A,ohit..t TYPICAL ENLARGED HCF TOILET ROOM ©1999 RESCOM ARCHITECTURAL.INC. � SCALE-.I/2'•.I_O. , _. CONTRACTOR .. ON"PHALSE�R TOWEL \ - _ • - - .. + \ 24'X%" \ MIRROR6 - - 50AP DI5P@ISER�. - - - DRAWN.TITLE MAX GRA33AR 0 `= INTERIOR ELEVATIONS & SEAR m UV. DETAILS NEW TIOLET P.HO.DER SEE NOTE OYl IR _ •. e - 5 I C A I L�E 6 REVISIONS NOTE, , I- IP TANK PREVENTS LOCATION OF 6RABBPR, DRAIN AND WATER PIPES _ DRAIN AND WATER PIPES r-e < ADA S GNAGL •.' p THE OAR MAY 8E INSTALLED 3'AEOVE THE TO BE YRAPPED WIiH IN�}ILATION • -• TO BE WRAPPED WIiH INSULATION REP.52I CMR-30.9.5 REF.52I GMR-30.P5 __- _____.____ __ ________ _________ TANK. - . SGhLE�12'•1'- . REF52I OMR-30.62E -+ ` - - - f ELEVATION A ELEVATION B ELEVATION G - -- - ------ SCALE:I/2'=I'-0" SCALE:I/2'•I'-0" ...:SCALE I/2'=I'-0'. . 03089.00 ENLARGED TOILET ROOM PLAN AND ELEVATIONS OP�8.3Ig0oy 6AfO I6aE: 10-0T-03 SCALE;1/2"-I'O• '7c7 © MO.y! ` 5 AS NOTED amp DRAWING MWER: 4AL Fmm•1AAMme STRUCTURAL DESIGN CRITERIA A. GONSTRUGTION NOTES P emmP roe b RESC0M PaR+Y�PIX..fIPJnNMe _ - ,.EDIT _�1D9V1i�pyq y 6__ I.O THE 1FOLLOWIN6 OUTLINE.MINIMUM PERFORMANCE STANDARDS FOR I.ALL CONSTRUCTION SHALL COMPLY WITH THE Msu.._FWSETTS STATE BUILDING CODE 180 GMR HpWJIe WPe AT e••err.n6T THE PRO�GT AND THE 15 S5 UPON WHICH SHOP DRAWINGS(IF ANY)WILL BE REVIEWED. 61H EDITION AND ALL APPLICABLE STATE AND reKPAP FaeE %.iiP wAw nn Architectural, Inc. I TYPICAL ALTERNATE 5TANDARD9(FOR REWIREMENTS NOT OTHERWISE INDICATED LOCAL CODES OR REGULATIONS SHALL BE I WLxs IN TH19 SPECIFICATION OR RELATED DRAWINGS): APPLICABLE BUILDING CODE(INCLUDING COMPLIED WITH DURING CONSTRUCTION r _ 25 a,W I:JDUSTRY STANDARDS REFERENCED THEREIN)OR PRODUCT MANUFACTURER'S P.O.60%I51 MONUMENT BEACH MA 02559 KIMMa,eYrter H RECOI•q-(ENDED STANDARD,WHICHEVER 19 THE MORE STRINGENT FOR A PARTICULAR ITEM o.>Ai x e rve� __ .. OR CONDITION. YrncJA mArm 2.THIS Df P"IHG 15 FILED TO 5HOW TENANT RENOVATIONS.ALL EXISTING BASE EIVILDING myp 2.0 DEAD LOADS. rt NrN CONSTRUCTION PREVIOUSLY APPROVED. RB9idBntia I CDIRYITBrDia 2.1 5TMX TIRAL SHEATHING: Iirm,cwmNne we < ooWNNVA,ew 211 FLOOR-T: 5/4"MIN.THICK,r a G.COX PLY. Architecture T woc. i a'•H.'Y x elnr-v Fnme ¢e io oletl Naxlro ;I. / ; 2,12 EXTERIOR WALLS: IHIC MIN.THICK GDx PLY. 9.NO CHANGE IN EGRESS OR USE GROUP. 2.13 ROOFS: 5/8'MIN.THICK,GD%PLY. 22 FINISHES:(THE FPLLOWIN6 REPRESENTSSTRUCTURAL DESIGN CRITERIA,NOT FINISH SPECIFICATIONS) 4.ALL MATERIALS,ASSEMBLIES AND EQUIPMENT xao Mnat'LLATW 22.1 FLOOR GI ASHES AT ENTRIES,GEMENT TRT ROOMS AND UNDERLAR AS, ASSUME THIN-SET SHALL COMPLY WITH MASSAGHUSETTS STATE BUILDING CODE 160 CHR,6TH EDITION n' ll OnFAlcal rttL A55BRLY elxNPnv - uran rw/iAmu m-W nmltxmuort®uw rdbN - 22.2 FLOOR FINISHES AT OTHER HABITABLE AREAS: ASSUME 3/4"HARDWOOD FLOORS �tEPWB aro ovTMmro - 223 WALL FINISHE5: ASSUME CERAMIC TILE KTH I/2"CEMENT FIBER BOARD BACKER AT TVB AND-SHOWER5;1/2"BLUEBOARD AND PLASTER ALL OTHER LOCATIONS 9.ALL INTERIOR PINI9NE9,S15PEHED GEILING5, 224 GEILIN6 FINISiE5: ASSUME 1/2*BLUEBOARD AND PLASTER FIRE RATED ASSEMBLIES,FIRE STOPPING, Phone(508)759-9828 Fox(508)759-9802 y t / �.( ` iV.- n_ Te• 22.5 ROOF FINISHES ASSUME HEAVY DUTY,ARCHITECTURAL 6RADE ASPHALT SHRiSLES. AND FIRE RETARDANT WOOD SHALL COI-SLY CYJNTACT PERSON GREGORY S(ROONIAN >z oecul.m0a¢r -� TT 2.5 MAXIMUM DEAD LOAD OP 10 PS.P. WITH TEE EDITION T9 STATE BUILDING CODE T60 CMK 6TH EDITION - 9.0 LIVE LOADS: , PROJECT II"6 LOCATION ., ao 3.1 FLOOR LOAD5: a 3.11 OFFICE AREAS:WPS.F (OR 2000 POUND LOAD DISTRIBIRED OVER 30 INCH SQUARE) 1 I PROPOSED RENOVATION -rvoy+Ne alncRro ATH an 5.12 UNINHABITABLE ATTIC SPACES:20 PSF. B. MEGHANIGAL NOTES CAPE &ISLANDS GLASS ALaw ytwMro o, �w'euo 32 SNOW LOADS: MA BUILDING GORE FOR JOB SITE LOCATION . art p ' bN.Ay,x Ly 9.9 WIND LOADS: MA BUILDING CODE FOR JOB 517E LOCATION AND EXPOSURE. I.ALL MECHANICAL EfiRSTAHALTE&)COMPLY NIT C IYANNOUGH ROAD _ ey ewn'wuwnoN m+V 40 ALLOWABLE DEFLECTION: -Va•cox r1AtL yewiAnle 160 CMiR,6TH EDITION AND 1R69 NMG. -�°M° vamcAil.y. -¢AR¢ RWova, 41 FLOOR/CEILING ASSEMBLIES(INGLUDIN6SUPPORTING BEAMS)-MOTE: WINDOWS HYANNIS, MA -1 lMir wawon m AND DOORS-A55UME NAILING TA55 AT JAM55 AND HEADS,WITH MANUF, -exnwwsymoe wm 1%3ju1�0epµ¢LLns Rny1 rna nww nNr•J RECOMMENDED HEAD CLEARANCES OP APPRO%I MATELY i2") -Na ONww N alN•o4.N.Frv;/i1Y,w' 2.ADJUST EXISTING CEILING DIFFUSERS AND �e elm r W L 4.1.1 LIVE LOAD DEFLECTION. L/460 UP TO 1/2"MAX. GRILLES ACCORDINGLY 50 AS TO AVOID omrM ccNCPne•JI.b Tn reaWN �� M x�w,w.LL M 4,12 TOTAL LOAD DEFLECTION: L240 UP TO 5/4"MAX. ANY OBSTRUCTIONS FROM NEW PARTITIONS 5.0 MATERIALS- OR EQUIPMENT..PROVIDE NEW CEILING DIFFUSERS caw.ane YorOAnox oo AND GRILLES 5.1 FRAMING,DIMENSION LUMBER cOna.•4Tun>x.u.Men AS NECESSARY TO MAINTAIN m io'rwroi�+a°orllrr mc� _ LOAD BEARING DIMENMiION LUMBER FOR JOISTS,STI1D5,PLATES,RAFTERS,HEADERS,BEAMS AND GIRDERS ETC.SHALL PROPER VENTILATION, CONFORM TO DOG PS CM] et,AS LISTED IN T80 GM ,APPENDIX A.AND TO OTHER APPLICABLE STANDARDS OR GRADING RULES AND SHALL BE SO IDENTIPIED BY A GRADE MARK OR CERTIFICATE OP INSPECTION 15WEV BY AM APPROVED AGENCY. THE GRADE MARK OR CERTIFICATE SHALL PROVIDE ADEQUATE 3.PROPERLY SUPPORT ALL DUCTWORK AND INFORM A710N 70 DETERMINE FB,THE ALLOWABLE STRESS IN BENDING,AND E.THE MODULUS Of ELASTICITY. - PIPING FROM BUILDING STRUCTURE TO PROVIDE S 1.1 ALLOWABLE JOIST SPANS: THE CLEAR SPAN OF FLOOR J015T5 SHALL NOT EXCEED THE VALUES SET FORTH A VIBRATION FREE INT6ALLATION. l2:RT61CAlION IN TABLES-ISO CMR 3605.23.IA,66052.3.10 AND 36052,51C. THE MOWLUS OF ELASTICITY,E,AND THE ACTUAL 5TRE%IN BENDING,FB,SHOWN IN THE TABLES SHALL NOT EXCEED THE VALUES SPECIFIED IN TABLES BUILDING 5EGTION A 3605.23.ID ANC 3605.2.3.1E L15TED AT THE END OF 160 GMR 36052. 4.PROVIDE FIRE DAMPERS AND A550CIATED SCALE:1/4• 1'-0'• + 5.12 ALLOWABLE 5PAN5: THE UNSUPPORTED SPANS FOR CEILING 1015T5 SHALL NOT EXCEED THE VALUES SET ACCESS PANELS WFERE REQUIRED BY NFPA FORTH IN TABLES 180 GMR,3 Ob.2.4AA THROUGH 36062.4DD. THE UNSUPPORTED SPANS FOR RAFTERS 40A AND LOCAL CODES FOR DUCTS THAT SHALL NOT ,GEED THE VALUES SET FORTH IN TABLES 780 GMR,3605.2.4A THROUGH 36082.4X. PENETRATE FIRE RATED ASSEMBLIES. EXISTING OR 5J.9 PLYWOOD SHEATHG:IN AND WOOD STRUGTVRAL PANELS USED FOR 5TRl1CTURAL PURPOSES SHALL CONFORM TO IE K FLOOR FINISH DOG PS 1,DOG PS 2 AND HFMA(ANSI)HP,AS LISTED IN 780 GMR APPENDIX A. ALL PANELS SHALL BE All drag and-Ill..ma tonal appearing herein IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY. 5.MECHANICAL SYSTEM SHALL BE TESTED win MErl OR EXI6TN6 PLYWOOD AND WOOD STRUCTURAL PANELS SHALL COMPLY WITH THE GRADES SPECIFIED IN TABLE 180 GMK 5605.52.1.[A. AND BALANCED AT THE COMPLETION OF onatlNlea original and unpublkhed work of Ue 9EFLOOR 5.1.3A WHERE USED AS SUBFLOORINb OR COMBINATION SUBFLOOR UNDERLAYMENT,WOOD STRUCTURAL PANELS WORK ANY MODIFICATIONS RFLVIRED SHALL Architect and may not he dupllce Tod,used or 2 X6 PLATE BOLTED TO TOP FLAMBE SHA BE OF ONE OF THE GRADES SPECIFIED IN TABLE T00 GM ,3606.3.2.I.IA. WHEN SAND W ED PLYWOOD BE MADE SO AS TO HAVE A PROPERLY dlaclos.d without written conanl of the Architect LL R NTH 3/8"BLOTS AT 24"OL.STM.6FRED IS USED AS A COMBINATION SUB R FLOO UNDERLAYMENT,THE GRADE SHALL BE AS SPECIFIED IN TABLE T60'MR.3605.5.2.1.15. WORKING SYSTEM. ©I90B RESCOM ARCHITECTURAL,INC. 5TEEL BEAN 52 ENGINEERED WOOD MI.A CORLRACTOR -------- - ALL BEAMS,HEADERS AND 61RDERS SPECIFIED ON THE PLANS AS LVL BEAMS.OR CONPOSIE(BUILT-UP)LVL BEAMS, G. PLUI'IBI NG NOTES -"- -'- - - - --- - SOLID 1,01017 BL00KIM6 BOLTED SHALL BE AS MANUFACTURED BY TRUS JOIST MACMILLAN OR APPROVED EGIUAL, ALL SPANS,LOAD CAPACITIES, TO Y®WTH 3/0'LA6 8 1750 24'OL. BEARING CONDITICNS AND FASTENING SCHEDULES SHALL BE AS REOUIPEO BY THE MANUFACTURER- - AT 24'O.G.57Ab5ERED I.ALL PLUMBING ViORIK SHALL COMPLY WITH THE { - '! JOIST HANGER 6.0 INSTALLATION 5TAI-WARD9:I MASSACHUSETTS STATE PLUMBING COD �ZI 6.1 FRAMING SYSTEM. YZSTERN PLATFORM 1EY/OR EXISTING 6.2 WOOD POSTS AMC JACKS SUPPORTING WOOD FRAMING JOIST 62.1 WITHIN 2 X 4 WALL FRAMING: 4 X 4 MIN D. ELEGTRIGAL NOTES I I I I M.,I X 3 51RAFPINS 6 2.2 WITHIN 2 X 6 WALL FRAMING: 4 X 6.OR b X b(REFER TO PLANS) 62.5 ALL WOOD POSTS SHALL BE CONNECTED TO THE WOOD FRAMING AT 1,ALL ELECTRICAL WORK SHALL COMPLY'WITH TITLE HEY/CEILINS FINIS- TOP WITH MBT:�L POST GAP A.L.OR A.G.E.BY SIMPSON. 6.3 COLUMNS(BASEMENT OR EXTERIOR LOCATIONS):3 I/2"LALLY COLUMNS MASSACHUSETTS STATE BUILDING CODE:ARTIGIP 31 DAAWPC 6.5.1 BASE PLATES: 5PRINI6FIELD BEARING PLATES rE PREVENTIONN1 EDITION AND THE BOARD OF FIRE LOED TO COLUMN. -Tao GMR; (2)1/2'LAG,BOLS X 3'LONG 6.52 GAPS(CONNECTING COLUMNS TO WOOD FRAMING): SPRINGFIELD 5EARIM6 REGULATIONS;52T GMR SECTIONS & NOTES THROUGH BOTTOM OF FLANSE PLATES OR SIMIPSOM"CC'TYPE COLUMN GAPS TO POST 2.EXIT 516NS AND LIGH75 SHALL COMPLY WITH 64 ANCHORS,CONPEGTGRS AND HANGERS 6.4.1 SIZE CONFIGURATION,LOCATION AND OJANTITIE5 TO MEET WIND,EARTHQUAKE CODES REFERENCED IN SECTION D.I.ABOVE 6 X 6 Y400P POST BEYOND AND GRAVITY LOADS. USE ALL'VL'LABELED ELECTRICAL MATERIALS. STEEL BEAMMOOD DETAIL #I 6.4.2 JOIST NAH6ER5 TOP FLANGE TYPE(UNLESS NOT USED IONS AS REQUIR FEASIBLE)SHALL BE ED AT ALL CONMEGTED, HANGERS SMALL. N.WI SHA BE 16 GA.MIN. ALL HOLES FILLED SCALE:11/2'+I'-0' WITH REQUIRED FASTENERS. 3.FIELD VERIFY LOCATIONS AND ARRANGEMENTS OP EXISTING SYSTEMS AND EQUIPMENr. 6.5 WALL FRAMING 63.1 ALL EXTERIOR WALLS SHALL BE 2 X 4 OR 2 X 6(AS INDICATED ON PLANS) EXTERIOR ALL SHFATHIN6 SHALL BE FASTENE WITH IOD NAILS AT to'06.AT 4.PROVIDE SVPPLEMENTRY OR M151, W D NAI REVISIONS _ NEY12 AL 6 P.T.TOP PLATE NTH - INTERIOR 5UPPORT5,ANO IOD NAILS AT 6'O.G.AT PANEL EDGES,UNLESS OTHERWI5E ANCHOR BOLT5 45"O.L. NOTED ON PLANS(U.O.N.)a ITEMS AND DEVICES AS RECOUPED TO SECURE 6.52 2 X 4 INTERIOR SILO W D BEARING ALL5 SHALL BE 2 X 4 STUDS AT IS'OL,WITH BLOCKING AND PROVIDE A COMPLETE OPERATIONAL AT MID HEIGHT FOR WALLS OVER 9 FEET HIGH,AND METAL X-BRACING(51MP50N STRONG TIE SYSTEM.. ... TYPE WB)UON. - ______---------__________________________ FLOOR AND CEILING FRAMING(UNLESS NOTED OTHERWISE ON ATTACHED DRAWINGS): DIMENSION LUMBER. E- ACGE5515ILTY ..... ____ 6.6.1 PROVIDE DOUBLE JOISTS BENEATH ALL BEARING PARTITIONS AND AT ALL ROUGH OPENINGS. --------GGG W - ----- {{{ 6.6.2 PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALL W W RUNNING PERPENDICULAR I.ALL NEW SHALL COMPLY WITH THE ... TO ALL AND BETWEEN JOISTS TO EITHER SIDE FO PARTITIONS RUNNING PARALLEL TO FRAMING. RULES AND REGULATIONS OF THE ARONITTEGTURAL D _ 6.6.5 'PROVE SOLID BRIDGING AT 6 PT MAX.O.G. GMR,AS-IN^FP`r-- ' ACCESS BOARD;521 N-EEC:T�.2I2 S..6, -RBHOJE TOP COURSE OP 6.64 PLYr1000 SUBFLOOR SHALL BE GLUED AND NAILED WITH OD NAILS,T 10"OC,TO INTERMEDIATE V -r%� I m0'%cT N0- 03089.00 "I I EASTIN6 CONCRETE BLOOK. SUPPORTS AN,OD NAILS AT 6"O.G.70 PANEL EDGE SUPPORTS. J OA I PROVIDE NEW W CONRNX%Y BOND BEAN WITH SOLID 6ROIUT 6.1 RAPIERS(UNLESS NOTED OTHERWISE ON ATTACHED DRAWINIG5)� DIMENSION LUMBER. /rye/ .% nnTG OF UB.6 1O-O7-O3 I li AND W5BAR 4"X4"X 1/4179. END. I 0 -FRONDE I,VERTICAL BAR e - Ala n 0 /1A 1�1 S O 96.OG..FILL VOID SOLID WITH GR=..5AR AND GROUT FULL3 I/2'X 3 I/2'%I/4'X b'ANGLE ' HEIGHT OF WALL LOW,n 4 0'O.L.HELD ®.9748 DMWINO NUMBER TO T.S.AND PROVIDE ' 2-3r6'%3 1/1'EXPANSION ®`+�-----' - Wit 2 X 4 5PUDS ON THE BOLTS AT EACH ANGLE - MA FLAT a W OL.VERTICALLY. 1/2'%4'%V BASE PLATE O qTH 2-3/4"x b" EXPANSION BOLTS arq. a E%ISTIIK B'LONORETE �p F'�vV 1 BLOCK WALL TO REHAIN. BOND BEAM DETAIL #2 T.5. FA5TENIN6 DETAIL #5 SCALE: 1/2'=1'-0' _ SCALE:3'.1'-0' - LEGEND _ T FS (\may,' Architectural, Inc. BEAM IrrPE r s12E INOIGATTerl - - ,•, �� = P.O.BOX IST MONUMENT BEACH.MA 02559 DEARING WALL NQTC: - _ _ RiOVID[SOLID BLOCKING Al _ Residential TBIC/d i B'-0"O.G.MAX.,TYPICAL ,__._._-...... ._.. .._._ 1__ -..__ ._. -__ _ __ _ _ -.t ti ,. �.. - --------- PI;;-;- -------- ------ Architecture - 1 2 X 10 CEILING J015T5 : - ' e 16"OL. 1 I ' I :.0 F: _I --- t+ E-'--•I-7-TOP aWALL TO BE T'-b'IN Ph...15081 758-8828 Fax 15081 759-8802 e WIW:.PROVIDE 2 X b X15TB I m� , —i Ib"OG WITH B/4'R.YW000 - CONTACT PERSON CREGORY SIROONIAN .. FOR STORAGE OVER TOILE,ROOM. - - o I y I i i i 2 X IO CEILING J015T5 PROJECT HUE d LOCATION •Ib'OL. 'DORLE IN UmEQ PARTITION ms 1701A31E 11RuIDERPARTITION DEL PROPOSED RENOVATION CAPE & ISLANDS GLASS eg CO., INC. p p, _ 73 IYANNOUGH ROAD Ii HYANNIS,MA I I: I 1 ' 1 COWCATION eX 10 GEILIN6 XI515 lb.04 I+). II'I&'X 13/4"TIJ' I56 OR%LPVa 16.O.G. J• All do wing end written material appearing herein �,ti - oonetltutee original and unpublished work of the f - Arehiteot and may not be dupll..Nd,used or 4F - - diadoved without-1111-consent of the A,Rhit.,t ©1889 RESCOM ARCHITECTUflAL,INC. 5-1 3/4'X 4 1/2'LVL A HEAIJ1�Ei REFER SO ROOF FRAMP45 RNi A-5 THIS SNIT FOR OEfARS. CONTRACTOR 5EGOND FLOOR FRAMING PLAN 5EGOND FLOOR CEILIN6 FRAMING PLAN =LATE:,/4'•I'-0• 5CAIFI/4'=1'-0" - T. DRAWNG TITLE - : 2 I6' Ib RAPiETG C - bi. :.: -::. .. FIRST FLOOR FRAMING, SECOND FLOOR CEILING FRAMING 8 ROOF FRAMING PLANS 13 it TB'LVL y REVISIONS - 2%10 RAFTERS• - ._7%"ID RAFIER5 e' 03089.00 ��B fir ¢ 6"TEO iYE 10-07-03 � ENE 2 X IO RAPTER5• NOTED O O v fdn0.R�9R[]]'��79a�48� � D WNG NJIAWR RY\ S — ROOF FRAMING PLAN SGPIPI/4'.I'-0' �D N PROPOSED RENOVATION CAPE ISLANDS GLASS COMPANY . I'NC . 73. IYANNOUGH ROAD HYANNIS , MASSACHUSETTSF-1 �-- , I - a o o o :v= = oa0o oaaa _= a0E-1a o a =1 L ARCHITECT; RESCOM Residential t � Commercial Architectural, Inc, Architecture P,O, Box 157 Monument Beach, MA 02553 Phone (508) 759-9828 Fax(508)759-9802 F E B R U A R Y 11, 2005 t. PROJECT DATA K�LEF-$YVIIREMENTS WILDING GLASSIFICATION APPLICABLE CODES MEANS or EGRESS - GROUP B(EU5INE55) _ ACCE551BILITY-521 GMR-ARCHITECT AL ACCESS(FIRST FLOOR ONLY) - WILDING CON5TRUGTION-MASS,6TH EDITION(1998 BOLA)AS PER 150 CMR EXIT TO GRADE(MAIN LEVEL) CON=--TION TYPO - MECHANICAL-MASS .67 H EDIT ION(1445 BOLA) c^ TYPE 56-COMBUSTIBLE PLVMBIN6 AND GAS FITTING-MASS.PLUMBING AND FUEL GAS CODE 24e GMR(6/4/96) I�/�-f� MASS EWERS,ENERGY CODE MASS E M� WIIBER OF STQRIES - ELECTRIC ECIC CODE(52T GMR 1200) 2-T-O"FEET aY® � })EIGHT AN^ARr'-A_LIMITATIONS ALLGI7E4- No.9748 2 STORY(50 FEET) _ BMW&. L9EA-G.ALCy1.6T10N5 n/1 MA 3� -FIRST FLOOR- 1046 5.F. -SECOND FLOOR- 597 sP, OF TOTAL- 1643 S.F. p, -----------, ____.__ _ ___ OIL.SAIK TO a'O• - 9'-T?" —_-- 9'-1 I/1' T�1• �i�y /y r EL IIgIJI 1'1\`\l' ,lFv' �`\e///III S —r--71 ---,---n---- —,-_-TI - ``-, -- Architectural, inc. Y.O.BO%IS'/MOMMIENI BEACN,MA 02SS9 2 � OFFICE OFFICE Residential Commeroial b Archiiacture j JA-10 In' II-II T'-10 I/2' NEN BLOC:WALL WILL TO i IMTLN CXl 11%. —TOP OP WALL TO BE 7-b'IN A 26'-a I/2' / - -- SAWCUi CONCR[M FLOOR `AWCUT CgiL'I:i:TC 51AB TO FITOJIpr { I 016 OL,,KTH 5/4'PLYWDOD . AS REWIRED FOR IffW 9'-b'XI'-0'. I> _�I I' FLF.57.R E OVER :� I RVMHIN6. THICK-w RET.PAPS FOR 1.5. _ V TOILET RQOM. + ____.____ I i (WLN9G,REINFOR.[NITN I T-T'I--- Phana 1509)759-9829 Feu ISBBI 759-9802 r--- - - --1--.__.Y ` _ (5)c5 BARS EACH NAY,BOTTOM { +yl VERIFY PROF•Fic SCAMN5 Uom- FOO9I15 fAIJTAC7 YENLON CgFGORY SIRLY7NIAIJ a JI I 1 I y- 11 n T9.=4'X 4'X I/4' 11BE STEEL I� I —PATCH CONCRETE FLOOR I I (x PBO.ECT NUE 6 LOCATION TO MATCH E%15TIN6. 1r----------- a" m sr�Rs PROPOSED RENOVATION I 1 III - 1 A3 i § CAPE & ISLANDS GLASS I I 5TORA&E 1 - REMOVE DOOR V-2• I CO., INC. y 5TOR. I T o F 73 IYANNOUGH ROAD OA —2°"ET,'RR.STRIPs HYANNIS, MA � Ib'OC.VBli1CALLY,/2'I I R1D61D IN=aAATION,I11'DRYWALL I EXIST.OVERHEAD DOOR TO REMAIN. I 1' 77III�� 1I11 I 9 I STORAGE .. __-'�T RBAOVE COfILRETE I A_5 VERIEAD / 7 �♦ O_ r6$ —1 I17'OFFSET FROM E%ISTIN6 IAWK AS RCTdILR®FOR 5TINS O DOOR TO REMAI T51 N• LOIGRCTE WAI1 , NEW STAIR _ �N II _ mO- B'METAL RVERT RINS STRIPS - 9-0'CLEARtit' BO /2'IDLALL. RD40VE WOOD AD EOGK HN ROM a' q kl� CERTF1CAlgN—WALLSOWO O FOLROATION ___=__= r____-fi H:H • b� EXI5TIN6 b REMOVAL FLOOR PLAN b All dl j. q,nd-11t. m,tsrl,l appearing herein SCALE:114'c 1'-O' - - O —bi.tac.0&.1 and unpublished work of the Architect and may not be duplibsted.uaed or 20-10" diwloaed Without written eo sent of the Architect. Y-II• r-T' 10'-4° ©1999 RESCOM ARCHITECTURAL,INC. A CONiRACTgI 0 MAIN LEVEL PLAN SCALE�1/4'c I'-0' i. p MMH • ii FOONt .4MNC TITLF. Ili — _ 5ENERAL RE0lJ1REMENT5: sI. ALL DIMENSIONS ARE TO FACE OF STUD VNLESS INCICAIED OTHERWISE. EXISTING/ REMOVAL, 2. ALL EXTERIOR WALL FRAMING SHALL BE 2 X 6 CONSTRUCTION 12 AND ALL INTERIOR WALL FRAMING SHALL BE 2 X 4 CONSTRUCTION UNLC-55 MAIN LEVEL, SECOND- b� OTHERN SENALL LEVEL FLOOR PLANS, B. ALL WORK SHALL COMPLY WITH TI-E ORDINANCES STATE BUILDING GODS,TBO LMR yy ______________ - CHAPTER 36-ALL MUNICIPALITY ORDINANCES AND BY-LAWS. ROOF PLAN O. NOTES 4. ALL W'ORKMAN5HIP AND BVILDIN6 MATERIALS SHALL MEET OR EXCEED RCCO6 IZC-D INDISTRY STrIRS STANDARDS FOR EACH APPLICABLE TRADE C £ 12 12 5. REFER TO 0T1-E:R DRANIN65 AS PART OF THIS SET FOR MORE DETAILED REOUIREMEN75 Q 1 = T— T(— RC-GARDINS BUILDING MATL-RIALS,FOUNDATIONS AND STRIKTVRAL DESIGN CRITERIA REVISIONS 'I�O.,I� 11 6. SMOKE DETECTOR LOCATIONS HAVE BEEN SHOIM.'ON THE PLANS TO COMPLY WITH THE L v 'v b� REOWRCMENTS OF TBO CMR-FIRE PROTECTION SYSTEMS HOWEVER,THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE DESIGN,FINAL FLACEMENT,OPERATION OR MAINTENANCE F'ROCEDlIRES OF THE HOVSCHOLD FIRE WARNIN6.SY5TE-;i. OFFICE 1 AREA � 'jk D ARC t5`I' ROOF PL, AREA GAI-QLATIONS B S1 � 03089.00 OFIRST FLOOR AREA �� 0� ©p 0� ouC a Issll FUR WALL TO SHOP AREA•675 cAJARE FEET 625 SF. ye rye $ 02-10-05� ALIbITH WALL • �o A,a�� .� SCnlf BdOltl Gf-FIOE AREA=411 BAIARE FEET 411 S.R. ��,j �--- ---- —. ��p — AS NOTE 19'-III/2, 4' BOURNE., -- — ----' 5CCOND FLOOR AREA O' .NG NJMBER: STORPGC AREA a 47 5WARE FEET Al 5.F. MA — �_— - OFFICE AREA=WO SOVARE RR 550 S.F. TOTAL OFFICE AREA°'1T1 S ARC FEET 41I SF-. (Cyr � 9� T'-5' O �— T'-5' (��0' TOI AL 5POP570RA6E ARCH=6T2 SOUARL-FCiT 6T1 S.P. 5E0OND FLOOR PLAN p 5CALCl/4'=I'-0' RESCOM Architectura 1, Inc. P.O:BOX IST MONUMENT BEAON,MA 02550 Residential Commercial _ - Architecture Phone I5081 758-9828 Fax ISOM 759-8802 CONTACT PERSON GREGORY SIROONIAN PROJECT NUKE A LOCATION PROPOSED RENOVATION CAPE & ISLANDS GLASS CO., INC. 73 IYANNOUGH ROAD o I HYANNIS, MA CEILIN67,, I T-B• II'-3' - LER.Oi61E16NT ®I DRYWALL LERIN6 MA ILLUHINATED EXIT SI6N . L[ILIN6 IEI6Ni - C91TF1CATIOtL ®5 --IffW 510)TOE1TX.TOR a f DRYWALL LEILINS a', __NEW HEAT DEi TOR - 6AveAF 5/5, FROJIDE 5/B'TYPE"X'TYPILLL H LFILIN6 NE16M �' -IN tT N ¢R6ENLY LI6N1'IN6 , PLR CEILIN65. NEWfl�EXnN6U5rffR All d,avdn8 and—ten na lerlal appoarine hereln � I a w Inal and unP uBlh wo hed rk of the 1m � omllWto 9 I� EXIr NEW EXIT SIGN Architect and may not be dupllca ted,used o, dlaeloaed wlthoul written conaenf of thv Mchltect m i ©1898 RESCOM ARCHITECTURAL,INC. ICI -•NEW 17"X 13'EXN.AMT VENT CONTRACTOR pz/_ O E%IT ® NEW.1 X 7 ROLRCSLB:T 116NT FI%MtE �5 I �5 T 1IPI�XqII -NEW I X 5 R.OLRE E 7 Ll6 FlX —. Fe N�— III /yam\ �'I�� • {•`'4' Ili-.�1 EXIT i -N[W Z%4 ROLRE`_GENi L16Ni/I\R'SL 5 v I:EILIN ttlbfr LCILING-,ZEMEME, - ✓ -DRAWINGADLA TIL —pW iiTLE CEILIN67 --NEW IF K 1_16NTIN5 E ITREFLECTED CEILING PLANS FAIR LEGEND O -HE1t RELESE£3J ItL'ANDCSGCitT LIGNTIN6 LEI1.I145 AWLE5 L 0EILIN6 AN61.E5 q DLYN DOWN MAIN LEVEL REFLEGTED GEILING PLAN REVISIONS 5LAMI/4'=r4' - SECOND FLOOR REFLEGTED GEILING PLAN 5LALEi/4• ro. ----------------__-----------------' - __--------- ----------------------------- RED AR PASE�,N�: C,Ty�A 03089.00 02-10-05 a No.7748 8L0.E: AS NOTED- -- e'O ORNE, DRAWtJG MA+DEIL O�neA 2 A A RESC0M Architectural, /nc. P.O.BOX 151 MOMIMENT BEACH,MA 03959 " '^- -----•� - Residential � Comm_errial ' Architecture -- _ _ Phone 15'1A1 759 9828 r..I5081 759 8802 - CONTAC. PERSON GREGORY S1RXVIAN PROJECT A"A LOCATION PROPOSED RENOVATION WINDOW 5GHEDULE CAPE 8 ISLANDS GLASS — a -- oA E v4'•P-0' CO., INC. — r NNIS, UGH ROAD HYANNIS, MA a000 __<—MA50M EXISrWG aver,NG Ell = aaao I _- . o CERTIMATION FRONT ELEVATION RIGHT 51DE ELEVATION e'-59/4" 51,ALE:114'.1'-0' - - S ALE:1/4'•1'-a' S All drawing and written ma lerlal appea ring is l In ombtote.original and unpubll.hed work o1 the Archltect end may not be duplleat.d.used o dl.clo.ad without written con.eni of the Archltect - - ©IBBB RE9COM AflCHITECTURAL,INC. 0 O . CONfRACTpi. , 4� 1 � RIGOHTTSIDE FLEIVTIONOA \\ _ REAR ELEVATION LEFT SIDE ELEVATION WINDOW SCHEDULE REVISIONS ..._._- - ------ .-_ --- -----". . .. ..._.___... ....._.. _.._ — -.. ... . .:_ rBE�03089,00 0 AqC -05 REAR ELEVATION @ � ® �1 AS NOTED _.. ' 5aA1E:l/4'=I'-0' 8' y t b ti OMWING NJM1Efl. LEFT 51DE ELEVATION 9740 p �ESC0M Architectural, Inc. P.O.BOX 157 MONJMENT BEACH.MA 02553 Residential G Commercial Tor Or K_4"pIAx AY.r-.--.—_ • - (SHALLEXTENDMIN 11'FROM SAT c{tifbi:lure WALL TO FRONT Or SINK) II 50"X 45"CLEAR _ FLOOR 5FACE 55"-56"A,P.r-. Phone(5081 750-8828 Fax 1508)759-9802 WNTACT PERRON GRCWRY SIRLYNJI AN PROJECT NMff A LOCATION —J p 516NAEA=TO BE INSTALLED ON THE WALL PROPOSED RENOVATION u ADJACLM TO THE LATCH SIDE OF DLYJR. CAPE 0. ISLANDS GLASS 1 0 CO., INC. w — T3 IYANNOUGH ROAD w I HYANNIS, MA \ b 4— I WATER CL05ET 5HALL BE III,TO 19"PROM FLOOR TO TOP OF SEAT - — _ \ CERTFICATIM All d—d.9 and written m.t.d.l appearing h.r.ln ADA 5I6NA6E ELEVATION conobtuioi,.N91n.1.nd.np.bhh.d work of m. Architect.nd m.y not b.d.plio.W....d or TYPICAL ENLARGED HGf TOILET ROOM dl..l...d with...w,in.n——1.1 th.A,.hit..t ©1999 RESCOM ARCHITECTURAL,INC. CONTRACTOR NEW PAPER TOKU. - - - DIS°FNSER \ • I — \\ ' Ap TITLE - • __—_ RIG DRAW 6RA5 OAR - �r INTERIOR ELEVATIONS & NrI TIOLET PAPS:HOLMIR— SEE NOTE B O" O 'nrI— /' -_ O LAV� ~ o v1 �I }� DETAILS AILLF NOTE REVISIONS IF TANG PREVENT5 LOCATION OF 6RA5 BAR, DRAIN AND WATER PIPES DRAIN AND WATER PIPES INC BAR MAY Or INSTALLED 9'ABOvr THE TO OE WRAPPED WITH IN5JLATOI TO BE WRAPPED W M IW-WLATION ADA SI G NAGS TANK. RH-.521 CMR-90.95 w--,571 CMR-90.9.5 ' - W521 6MR-90.52F SCALE:10--I' --.---"----- --__-------- ELEVATION A ELEVATION B ELEVATION G _ SCALE IR'-I'9' SCALE.I?':I'-0" - SCALE 10•-I'-0' - - - 03089.00 —� DAtF 6IrS.E: ENLARGED TOILET ROOM PLAN AND ELEVATIONS ARO°�'/ �� r02-10-05 ® 'ALE. AS NOTED No y�fl® 2! 1 UHAYANG NJMI[R. V U�HISJ'.�N"iP® L WY9RN E, r MA 0� a ` STRUCTURAL DE516N CRITERIA A. CONSTRUCTION NOTES W%RTR'cTr Pw+xAmeb - _ -B Le Mar NCEB.nrta%r !./ ___ �. -ASFlwr RwP wIM:.LS 1.0 pE516N GI:I TEIiIA: I,ALL CONSTRUCTION SHALL COMPLY WITIi THE MASSACHUSCiTS STATE BUILDING LODE TBO LMR HNwcwa cUn Ar w.N.Oer THE PROJEITHE T AND THE INE6 MINIMUM UPON EH O SHOP RMANCE STANDARDS FOYR)WILL BE REVIEVQD YP bTH EDITION AND ALL APPLICABLE STATE AND Architectural, I/)C. PrTK I.I TYPICAL ALTERNATE STANDARDS(FOR RECVIREMENTS NOT OTHERWISE INDICATED LOCAL CODES OR REGULATIONS SHALL BE IN THIS SPECIFICATION OR RELATED pRAWIN65): APPLICABLE BUILDING CODE(INCLUDING ' INDUSTRY 5TANDAR05 REFERENCED THERE-IN)OR PRODUCT MANUFAGNRER'S COMPLIED WITH DURING CONSTRUCTION RECOMMENDED STANDAP.D,WHICHEVER IS THE MORE SIRINbENT FUR A PARTICULAR ITEM P.O.BOX I5T MONUMENT BEACH,MA 02553 a,4n OR CONDITION. 2.THI5 DRAWING 15 FILC-D TO SHOW TENANT PNLN B°AW �' 2.0 DEAD LOAD5, RENOVATIONS ALL EXISTING BASE EUILDIN6 STW/`.TVRAL SHEATHING. C.^.KSTRUGTION PREVIOUSLY AF rOVED. RBSlde Zia I Commercial 1%DArwmleE-� I Waae.�r ]%nreuR.oerawoc. Y. •n 2.1.1 FLOORS. 5/4"MIN.THICK,T 46,COX Y'I.'I. ' Y iavLm aNxe 212 CXIERIOR WALLS: 1/2'MIN,THICK GDX PI-Y, 9.NO CHANGE IN CGRC'S5 OR U:iC GROUP. Architecture rtAr�L w»o I' - 213 ROOF:. 5/5'MIN THICK,GDX FLY. _ x'xl] 'n ' L DESIGN GRITCRIA,NOT FINISH SPEC.II LOTIONS) - 4.SOLI.MATERIALS A55L=hBLIES f vl2 EQUIPMENT -ej]'^b vNLLSKAIww ��s/ 22 FINI`HE=, (Tlil: 01 LOWING RI-PRLLNTS RL'IU:n. u N6 btix bl-- ��•-- uey I I---� n e4lcniK'x 221 FLOOR FINI5HL5 AT ENTRIES BA ATOMS AND KITGHEN AREAS. ASSUME THIN-5Cr SHALL GGMFLY WITH MAf AGE-.tiCT'IS STATE CERAMIC TILE OVER I/_ DEMENT •;Z,BOARD UNDEASSUME BUILDING CODE T60 GMR,b� DITION ' 2.22 I"I.(xiR!'INISHCS AT DTI::R HAr.�".Ci.0..f.P.45. ASSUME 3.4 H..-�DYOOD FLOOR�i 22.5 WALL 1 iN15HE5: ASSUME CERAM:-TILE ni 1/2 CCMMM FI^:\BOARD BACKER W iN.bar axe ___ I_ I-]x m \ - -,u'oc nt•. s - nr s'° yr Rrvys�wrLeae AT TLF \ND SHOWEFt5,1/2•BLUEr. AIZD AW PLASTER ALL OTHER LOC ATION5 5.ALL INTERIOR FINISHES,%5MNITD CEILIN55, A.usrwrwnra r ./ ... \�� y - -__ 224 GC_ING 1 L:.HEF, A5,r I C I/2'f,LUCBOA�.D AND PLASTER FIRE RATED ASSEMBLIES,FIY 5TOPPIN6, - o.2x Derr Krtn �\ `: , ,'• i .-�`-� . - - - ax - "' _ "__ _ "�.r'.: _ i' .i .:_ __ 225 ROOF MINI_..105 ASEIIME HEAVY OVIY,AFGHITEGTURAL GRADE:.SPHALT':H INSLES -, `r rSOBI 9 982E F �(5081 759 9802 Ph 75 ' '- -- --R AND FIRE RE iARDANi WOO.^,",HALL COMPLY '. CON!'rv!,'1 I'I IfSON (?EGGRY$IRGJNIAN 2.5 MAX MUM DEAD LCAP OF 10 P.5.F. WITH THE HIASSAGHUSEITS STATE BUILDING CODE PfK 63F.WM - __ lB0 G11R,6TH EDITION wrx c°xneuu♦srt / �baonmclurw 9.0 LIVE LOADS: PROJECT NWE R LDCATWN 5.1 FLOOR LOADS: I%slur-w Pp@ff ro - 311 OFFICE AREAS:50 FSF (OR 2Oo0 POUND LOAD DISTRIBUTED OVER 50 INCH SOUARE) uexAnN Ln Nm.aen BI2 UNINHABITABLEATTIGSPAGE5:20P3.F E. MEGHANIGAL NOTES PROPOSED RENOVATION NN Wn nEunral � INof�ttccNwA 32 SNOW LOAD51 MA BUILDIN6 CODE FOR JOB SITE LOCATION CAPE & ISLANDS GLASS iewxre acre '{s Nam Mn nbaAllax p Trve eA'_nn5�wu�Are%eLr 9.5 WIND LOADS. MA BUILDING CODE FOR JOB SITE LOCATION AND EXPOSURE, I.ALL MECHANICAL WORK SHALL COMPLY WITH CO„ INC. 4,0 ALLOWABLE DEFLCGTION: THE MASSACHUSETTS 5TA7E BUILDING LODE 73 IYANNOUGH ROAD B rB•°4uLY, ��% HYANNIS, MA _ -u+nw W ortn 4 1 FLOOR/G R5- ASSEMBLIES(INCLUDING SUPPORTING BEAMS)-MOTE: WINDOWS TBO GMR,bTH EDITION AND 19BT NML. -A� wm •o•oc w AND DOORS- HEAD NAILING TABS f: JAMBS AND HEADS,WITH MANUF. •. WTx INI@OOF rEeNs FlN;H ]•e ai nacW enen� RECOMMENDED HEAD CLEARANCES OF APPROXIMATELY I/2") 4.1,1 LIVE LOAD D ,ADJUST EXISTIN6 CEILING DIFFUSERS AND DEL �A�ExiBM1Y,V]' OaTTIe cwKreKeW Tb�fNN I.£�uBiwil RexO .V]•wM4L, GRILLES ACCORDINGLY SO AS TO AVOID 4.12 TOTAL LOAD DEFLECTION: L/460 UP TO ON: L1240 UP TO 5 9 MAX. 2/4'MAX. ANY OBSTRUCTIONS FROM NEW PARTITIONS __ o,o SA MATERIALS OR EOUIPMENT.PROVIDE NEW CEILING DIFFUSERS 0°T� 5.1 FRAMIN5 VIIEN510M LUMBER AND 6RILLE5 PS NECESSARY TO MAINTAIN , • LOAD BEARING DIMEN510N LUMBER FOR JOISTS,STUDS,PLATES,RAFTERS,HEADERS,BEAMS AND GIRDERS ETC SHALL PROPER VENTILATION. - CONFORM TO DOC PS 20,AS L15MO IN 100 CMR,APPENDIX A,AND TO OTHER APPLICABLE STANDARDS OR - GRADING RULES AND SHALL BE 50 IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION - ` ISSUED BY AN APPROVED AGENCY. THE GRADE MARK OR CERTIFICATE SHALL PROVIDE ADEQUATE B.PROPERLY SUPPORT.ALL DUCTWORK AND - INFORMATION TO DETERMINE FB.THE ALLOWABLE STRESS IN]SENDING,AND E,THE MODULUS OF ELASTICITY. PIPING FROM BUILDING STRULNRE TO PROVIDE 5.1.1 ALLOWABLE JOIST SPANS. THE CLEAR SPAN OF FLOOR JOISTS SHALL NOT EXCEED THE VALUES SET FORTH A VIBRATION FREE INTTALLATION. CFATFICATR)N ' BUILDING SECTION A IN TABLES"IBC GMR 3605.23.IA,36052.3.1E AND 360523.IC. THE MODULUS OF ELASTICITY,E.AND THE ACTUAL STRESS IN BENDING,1 B,SHOWN IN THE TABLES SHALL NOT EXCEED THE VALUES SPECIFIED IN TABLES 5605.23.0 AND 560523,1E LISTED AT THE END OF 150 GMR 36052. 4.PROVIDE FIRE DAMPERS AND A55G'GIATED SCALE:I/4'=Ib" 5.12 ALLOWA5LE 5PAN5 THE UNSUPPORTED SPANS FOR CEILING JOIST5 SHALL NOT EXCEED THE VALUES SET ACCESS PANELS WHERE REWIRED BY NFPA" • FORTH IN TABLES 100 GMR,5600.2.4AA THROUSH 360B2.4DD. THE UNSUPPORTED SPANS FOR RAPTER5 qOA AND LOCAL CODES FOR DUCTS THAT SHALL NOT EXCEED TIE-VALUES SET FORTH IN TABLES 7bO GMR,56062.4A THROUGH 36062.4X. -' EXBTING OR PENETRATE FIRE RATED A55EMISLIES. . NEW FLOOR FINISH 5.13 FLYWOOD 51EATHIN6: AND WOOD 5TRUCTVRAL PANEL,]USED FOR STRUCTURAL PURP05E5 SHALL CONFORM TO - DOL FS i,DOG P5 2 AND HPMA(AN51)HP,A5 L15TFO IN ISO CMR APPENDIX A. ALL PANELS SHALL BE OR EXISTINS IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION I SU9EP BY AN APPROVED AGENCY. S.MECHANICAL SYSTEM SHALL BE TESTED All d,.M.9 and-Ill..material appearing here[. SUBFLOOR PLYWOOD.AND WOOD STRUCTURAL PANELS SHALL COMPLY WITH THE GRADES SPECIFIED IN TABLE TBO GMR,560532.I.IA. AND BALANCED AT THE COMPLETION OP onat[lutea orlg[nal and unpublkhed work a}the ` IB S.I.5A WHERE USED AS 5U5FLOORIN6 OR COMBINATION SUBFLOBR UNDERL AYMENT,14000 STRUCTURAL PANELS WORK,ANY MODIFICATIONS REWIRED SHALL Arohitebt and may not be dupll..W....d 2 XA PLATE BOOTED TO TOP FLANGE SHALL BE GF ONE OF THE GRADES SPECIFIED IN TABLE 750 GMR.5601 WHEN SANDED PLYWOOD 0 MH 3/b"BLOT5 AT 24"O.G.STASGERED IS USED AS A COMBINATION 9- FLOOR UNDERLAYMENT,THE GRADE SHALL BE AS SPECIFIED IN Be MADE 50 AS TO HAVE A PROPERLY dlKloaed wlihoul wrltlen oo eenl 1 The Arohlteot TABLE 100 CHIP,560932,I.IB. WORKING SYSTEM. ©1999 RESCOM ARCHITECTURAL.INC. STEEL BEAM 5.2 ENGINEERED WOOD ALL.BEAMS,HEA�nEi25 AND GIRDERS SPECIFIED ON THE PLANS AS LVL BEAMS.OR COMPOSITE(BVILTi/P)LVL BEAMS, G. FLUME 1 NG NOTES CONTRACTOR ' SOLID KTH 5/5'LAS BOLTED SHALL BE AS W NUFACTURCD BY TRUS JOIST MACMILLAN OR APPROVED EQUAL. ALL SPANS,LOAD CAPACITIES, a TO 24'MOTH TA LAG BOLTSe 24'O.C. BEARING CONDITIONS AND FASTENING ECHEDULES SHALL BE AS REQUIRED BY THE MANUFACTURER• - AT 24.OG.STAGGERED I.ALL PLUMBING WORK SHALL COMPLY WITH THE ' JOIST HANGER 6.0 INSTALLATION STANDARDS: MASSAGH SETT5 STATE PLUMBING CODE 6.1 FRAMING SYSTEM. WE5TERN PLATFORM IEYT LR EXISTING 6.2 WOOD POSTS AND JACKS SUPPORTING WOOD FRAMING :..... .- JOIST_TT .._... ...._.....__... 62.1 WITHIN 2 X 4 WALL 1=COMING: 4 X/,:�I`H 11 NUN 1 X 5 STRAPPING 62 2 WITHIN 2 X 6 WALL FRAMING: 4 X 6,OR 6%6(REFER TO PLANS) D. E-LE-TRIGAL NOTES 6.2.E ALL WOOD FO5T5 SHALL BE CC: .0' CTCD TO THE rNOOD FRAMING AT • �-NEW'SLINGFINISH TOP WITH METAL POST CAP A.G.O- A.C.E.BY SIMPSON. _ 1.ALL ELEGTRIGAL WORK SHALL COMPLY WITH --- 6.5 COLUI fTNS(DASEMENT OR FIIERIOR LOCATIONS) B.1/2"LALLY COLUMNS M. 55AC.HUSETTS 51.ATE BUILDING CODE:ARTICLE 31 ORAWIC 71TLE \ 6.3A BASE-PLATES: 5FR!N6FCLD-BEA!<IN6 PLATC-5 WELOC-D TO GOL'JMN. - 760 GMR;&TH EDITION'AND.HE BOARD OF FIRE- - (2)6'LAb DOLS X V LONG 632 GAPS(GONNEGTINb 601 I.TIN5 TO WOOD FRAMING). SPRINGFIELD BEARING PREVENTION REGULATIONS;52T OM TMRd1GH BOTTOM OF FLANEE PLATES OR SIMPSON"CG'TYPE COLUMN CAPS ., SECTIONS NOTES TO POST 6.4 ANCHORS,OONC-C NTORS AND HANGERS D.EXIT SIGNS AND LIGHTS SHALL COMPLY WITH 6.4.1 517.C,COMIGURATION,LOCATION AND OVANTITIE5 TO MEET WIND,EARTHQUAKE CODES REFERENCED IN SECTION V.I.ABOVE - - 6 X 4 X I/4'T._i BEYOND AND GRAV:T'. LOADS. ' STEEL BEAM/WOOD DETAIL #I 6.4.2 JOIST HANGEP5, TOP FLANGE TYPE(ONLESS NOT FEASIBLE)SHALL BE USED AT ALL USE ALL VL"LABELED GLEE RIGAL MATERIALS. CONNECTION3:,REWIRED. HANGER',SHALL BE lb GA.MIN WITH ALL HOLES FILLED SCALE:I I'4' WITH riEW!NL=D FASTENERS. 3.FIELD VERIFY LOCATIONS AND ARRANGEMENTS - 6.5 WALL FRAMING OF EXISTING SYSTEMS AND EQUIPMENT. 65.1 ALL EXTERIOR WALLS SHALL 5E 2.'(.1 OR 2 X b(A5 INDICATED ON PLANS) _ EXTERIOR.WALL 5/EATHIN6 SHALL BE FASTENED WITH IOD NAILS AT 10'DO AT 4.PROVIDE SUPPLEMENTRY OR MISGELLANC-OU5 REVISIONS NOTED ON PLANS N.O INTERIOR EUPPORTS, 6' .N,)AND IOD NAILS AT O.L.AT PANEL EDGES,UNLL55 OTHC-RWI5C- ITEMS AND DEVICES AS RC-GUIRED TO SECURE 6,52 2 X 4 INTERIOR 5TUD BEARING WALLS SHALL BE 2 X 4 5TUD5 AT 16"O.G.WITH BLOCKING APED PROVIDE A OOMPLETE OPERATIONAL AT MID HEIGHT FOR WALLS OVER A FEET HIGH,AND METAL X-BRACING(SIMP5ON STRONG TIE SYSTEM ' TYPE HE)VON. _ n • b,b FLOOR AND CEILING T RAMIN6(UNLE55 NOTED OTHERWISE ON ATTACHED ' DRAWIN651: CI`tENSION LUMBER. /-- -TEN 2 X B P.T.TOP PLATE WITH ANLNOR DMT51,46'0.1. LO B6.6.1 PROVIDE DOABLE E. AGGESSIBILTY ____ ID JOISTS BENEATH ALL BEARING PARTITIONS AND AT ALL ROUGH OPENINGS. ---------- - 6,62 PROVIDE JOISTS BETYi[EN JOISTS AT BEARING WALLS RUNNING PERPEIIDIGULAF I.ALL INCH WORK SHALL COMPLY riITH Tiff T'O WALL,AND BLOCKING JOISTS E-EITHER SIDE FO PARTITIONS RUNNING PARALLEL TO FRAMING. - 6.63 I'ROVIDC SOLID BRIDGING AT B FT MAX.O.G. RULES AND REGULATIONS OF THE ARGHITL-CNRAL ' ACCESS BOARD;521 LMR,AS IN EFFECT 2/25/96.--ASTI E TOP COURSE OF 6.6.4 FLYY'KJGD CJIBFLOOR SHALL BE GLUED AND NAILED WITH bD NAILS AT 10"O,C TO INTERMEDIATE W6IELTNO 03089,00 E%ISTING LONLRETE BLCGK. PROVIDE NCW b,fAN'T"I" SVPPORI'S AND BD NAILS AT b"O.G.TO PALL EDGE SUPPORTS. BOND BEAM PATH SLID GROUT 6.T RAFTERS(UNLESS NOTED OT}ERW15E ON ATTACHED DRANNS5). DIMENSION LUMBER.AND 1-5 BAR C� 4"%4'%I/4'TS.. END. ��•`�-��ARCy MTE rnBs.F: ri--PROVP !I SVERTICAL BAR® -05 --.� 56.Oa.FILL VOID SOLID WITH �� Q� `�/�® 1 ISLwE:� AS GROUT.BAR AND GROUT TiA.L B IC'%3 IC'X I/4'X b'AN6LC- NOTED^. ® ,A HE16HT OF YULE. LONG B 4'-0.D.C.PEED lX1AydNG NUMBER �TO/5 AND 1,PRe 9'EW 0 .C. ER Tiff Z B/b'%EACH E%PAN510N 9 (EAT B Ib°OC.VERTICALLY. BOLTS AT EACH ANGLE (' -p p9�p7�� G\J�G'IIC�s - KIT X X II'BASE PLATEPLATEMp {Y O O WITH 7-3-3/4"x b" LXFANSIOH BOLTS D / E%1..B,LOH:•RETE 7N OF /) A. BLOCK WALL TO REV(N. -(� BOND BEAM DETAIL M2 T.5. FA5TENING DETAIL #5 a E,GALE:I IC'°I'-O' SCALE 3'•I'-0' .. Q LE\&END REStJ o(/�1M 77 rosr — BEAM(TYPE t 5120 11?110ATEP) - Architectural, inc. /// IXJ.RINS WALL _ - P.O.BU%IST MONUMENT BEACH.MA Oi 559 y Ptr�E %PE5 L1D DL0LKIN6 Al ._._.. .-.__...__..:.. .._...-_._._........ ... _...._, RB31(.tt3ll ildi 8, Commercial E,-O"OL.MAX.,TYPICAL ____L__�. ____...___,. __"__'_ __ _" r'L'—'1+-- r"L____. "" — —.� �I � Architecture TOP Of WALL TO BE T'-b"IN . ..j lGW..PkOVIDE 2 X b JOISTS on I --1- _ Phe 15081 759-9829 Fax 15081 750-9802 Ib"O WIT H TH 5/4-PLTWOOP CON/AG'/ PERSON GREGORr S111U)NIAN K POR STCRA E OVER P 1 ' TOUT ROOM. Q - - PROJECT N&A A LOCATION ]X IO OEILIN6.Y ISTS a 16'OL. I ; �i PROPOSED RENOVATION 1 _ CAPE & ISLANDS GLASS RRB - CO„ INC. I 73IYANNOUGH ROAD HYANNIS, MA 00 X. I I ft OR 56 LPO a Ib•OL. • All drewing end written meterlel eppee ring hereto �� - I' onetlhtee orIgI-I and unpubllehed work of the ` Architect and may not he duplicated.—d or L _.__. diecloeed without written sent of the Architect ©1999 RESCOM ARCHITECTURAL,tNC. 5-1 5/4-X 9 1/2'LVL NE RO ROOF FTYJ IIN6 PLAN TM5 SHUT FOR DETAILS. - - CONTRACTOR — A-5 SECOND FLOOR FRAMING PLAN SECOND FLOOR GEILING FRAMING PLAN DRAWING TITLE —1 _6X VRAFTERSa - - I`--=- -'- - FIRST FLOOR FRAMING, —~u SECOND FLOOR CEILING FRAMING & ROOF FRAMING PLANS REVISIONS X I I ; a,r �--- o o - . 2%10 RN-tERSa ------ — nl --------.... _- I ------------------------------------------------- - 03089.00 D ARC, •Y nAiE M ISSLf.'. IL-___ 4:_ , 02-10-05 LAS NOTED - L ,�n,a . — 610n 9748 DRAWING M1M11:I1 . MA �r — — ----- -- ---- CF�P§ NL ROOF FRAMIN6 PLAN a 0 _ i T PROPOSED RENOVATION CAPE . & ISLANDS GLASS COMPANY . INC . . . , 73 IYANNOUGH ROAD . ..... _ HYANNIS , MASSACHUSETTS -= -_ LED Ed / l - 516NA6E Te aaaa ��. ooaa aaaa My 00 00 ARCHITECT: RESCOM Res;dentla 1 � Commercial - Architectural, Inc, Architecture P.O. Box 157 Monument Beach, MA 02553 Phone (508) 759-9828 Fax f508) 759-9802 „ S E P T E M B E R O 7, 2003 PROJECT DATA - ��_��' WILDING C.LA551FIGATIOH APPLICABLE CODES � _ GROUP B(BUSINE55) _ gGGCEf IBILIN-521 f.MR-ARGHI7EG7L3AL AGGES5(FIR°,T FLOOR-ONLY) I MEANS OF EGRESS - BUILDING CONSTRUCTION-MA55•&TH EDITION(1995 BOLA)A5 FER 150 GMR E%IT TO GRADE(MAIN LEVELi GONSTRIK�TION TYPE - MECHANIC -MA55.&TH EDITION(Nq5 BOLA) PLUMBING AND GAS PITTING-MA55 PLUMBING AND FUEL GO.S CODE 240 LMF.(BNFT6) TYPE 55--OMBU WLE - MASS.CNER4Y-ODE MA ,ELECTRIC GODS(521 GMR 12.DO) WMBEF OF STORE 2-1'-0"FEET ,Rj, 1fEl>5}iT AND�EL-A1NMIrgrIOlL`= 1200 �u2�STORY(50 FEET) - ,,�, AREA Gti nT10[{cj P�9PG.SLP -FIRST FLOOR- 1045 5F 5ECOND FLOOR- -60 S.F. -TOTAL- 2005 5 F. q.� ------------ OIL IA�TO BE REMOVED r p...__ .. __ -�`7__5_. - - "t.. _ - A, . - 1 H 1J S ��\.../// -----_ -- - --- --- -- ---- II --'_ . .__ — _._ _ - __ -. _-- _ — �_ — ::__ ---•- Architectural, Inc. • \A_5/ 9 _�T.S I P.O.Box IS/MUNJMENI.BlAOX,MA 0]S5] OFTIGE n•.• 51r_ ,-lom-__,- _ BLOCK HALL IKIL70 Residential 8, Commercial ACN ■I) i... �s4 --- - TN,OLPYI G.P RO✓ E x 6 Architecture 2y< r L TNOVR ovOfLLDTO7BCl'.'IN TEBLATOPOVDE - E o,X 2-0'Xr• rnlEr ROOH - CONCRETE CONCRETEc PADS FOR r.s. � -�-T•-r r-... rauiNrrr,aEINroR:E rani ,. LL�1 •:;h '_ .._..a�� ... - IBBA�,EAGN WAY,BDTrOM vEPIFY PROIfP BEARING HIDER-0011% R FOR ISW O T9=.•x,•X W' 2 <I,/1 i. _ - -PATCH CH C'C'C'CRD=r _ NBC-- o rPD ' ^-------_-- I IN6-0� - Ph.�n.N ISOB178S-SB79 F.x 15081755-8802 7AC) I't RGDN GRCGGIIT LIWFOAN I l I 1 I C+�OP NOECT WE t LUCATIM 17 -, I ' I � � , . PROPOSED RENOVATION \,J 9 2la v A5TRI a C IL CAPE & ISLANDS GLASS , i 1 I (i) atrnILINBLAnLN.1/T'DRYWALL. - CO., INC. MDR STOR i b. srcRABe T3 IYANNOUGH ROAD ~ T i i , -1 IM'CONCRETE WALL.. HYANNIS. MA cow'R FROM t?x15nN6 EXbT O E1AAD POOR TO REMAIR LIP . I -- - Ex15TN5 OVEWEAO DOOR TO RETNM.' TV. 9Q - . `• 1 9,1• RBMOJC cONORETE ` - - - - 7 METAL Fi.FR- LY I , NEw ROOF OVERHAND ,M•OG.VDtTICALLT,NY 9•-O'UFAfi I 1 NEW STAR Rewsw FOR - -- -- - - - - RIDDID MALATON 1/J•DRYNALL 4. _ �� anmuTlou j.-Ll RBAOvE vooD AIID BLOCK WALLS DOWN To �2 Fake ATION _>--- Tf]•P GLASS 1 _ �TFy - U G 20,p• cS ^ EXISTING 6 REMOVAL FLOOR PLAN �_ }� ABm,.rdne,nd.I imd ,brhl.p-Ikf.r.In ,n.Bbt...aaBt,l.na.np.hnd,.e.,.rtl.i th. SCALE v,'. 'r= `r r'+t ,.� Mehlbet•nd m.y not h.d.pli..W.wad or I:f' - - • �� A�5 f35 dh.1...a without-1ho .—ni.1 th.A,.hit..t. (g)ISBB.flESCOM ARCHITECTURAL.INC. Ig•-,1/1' 22'4vr MAIN LEVEL PLAN .. fir �• ' E SCALE.W"•1•-0' Yt'on CWRACEOB. C £ s• • Y C D'-51/2. v GENERAL REQUIREMENTS: I U {l e �77•x�'MR,p O - T - - - - 1. ,ALL DIMENSION"ARE TO FACE OF STUD UNLE55 INDICATED 07HERAME. EXISTING/ REMOVAL, Cl) - p 1Tv ' �'{ s - - 7 ALL EXTMOR WAIL F+uHINe SNALL BE 3 x 6 c NSTRLZTION MAIN LEVEL, SECOND DEFILE O -b AND ALL INTERIOR viALL PRAMIN6 5MALL BE 7 x a cONSrRIGTION UNLESS 6� OTMERWI5ENOTED. LEVEL FLOOR PLANS. r Y 9. ALL WORK SHALL COMPLY WITH THE PINMCES AND 5 STATE BUILDINb CODE.TDO CMR n CHAPTER Be-ALL MVNIGIPALITT ORDINANGC-5 AND BT-LAYIS. ROOF PLAN S. NOTES Qml - - c 4. .ALL WORKMANSHIP AND 1gUILDIN6 MATERIALS SHALL MFPT OR EXCEED RECObN17P.D INDUSTRY ,� I ' SlrIRS STANDARD"FOR EAGM APPLICABLE TRADE I D 9. REFER TO OTHER DRAWING•As PART OF TH15 5E r FOR MORE DETAILED REOUIREMENT5 _' br - RE6ARDIW BUILDING MATERIAL5,FOUNDATION5 AND 511UGTLIAL DE516N GRITERIA - REVISIONS OFFICE 17'-II' - - '(v 6. SMOKZ REO IU REMENTC5TOr,BO GTMR FIRE PROTEGSHOWN ON THE 5TEMISP HOWEVER THE ARCHITEG E ,Q DC-AR5 NO RE5PON51DILI7Y FOR THE DE-516N,FINAL PLACEMENT.OPERATION OR MAINTENANCE PROCEDURES OF THE HOU5EMOLD FIRE WARNING SYSTEM. R 7FJw - O 2 ' n 7I- l r GFrICE ARLA - - O �"P O Few ROOF PLAN AREA GALGULATION5 03089.00 GLASS 6L A5; - 'v 9'-n In. B'-II" 5'-P I/7' SGNJ:�I/B'•1'_0' •M1, • I FIRST FLox,AREA d'LL �0-07-0�1 O j Fi1R YNLL TO •• 5HOP AREA.6655WARr FEET B[•5 SF / WALL - OFFICE AREA.IDO 5WAPE rFrT IDO 5F. Kkr AS NO ',PJ it IN'�1 ]' IF `CLOMP FLOOR AREA OMWING IUJMBi:N. STCRAr£AREA.173 SQUARE FEET I15 5T, or-FILE AREA=,B,500 t FEET TD,5r- �A% W-9' - - ��' - J TOTAL 5HOPSToRA&E AREA 098 SWARr FELT 0311 S.F. _ A -- ] SECOND FLOOR PLAN Architectural, Inc. P.O.BOX I,MONUMENT tlEACh.W 02555 Residential Q Commercial - ' Architecture Ph—(508)758-8828 F.,15081 758-8802 CONTACT P£ASON GRI GORY SIAOONIAN . YADFCT RAZE E LOCATION PROPOSED RENOVATION CAPE & ISLANDS GLASS INC. 73 I 73 YANNOUGH ROAD HYANNIS, MA DRYWALL . 7 CEILINS _. ,f„� II��IIIIIIIIIIII``�� 5 LEGEND Tom" Kw® DRWALL CELIN6 1!0@.WN I�JL!L4U'JMIQI,NADTEEfDE L.ET%.O.I TP S16N II-9 C8TFATION PANEL LE1.1046 *,.v REAT L2LTLRl0 OMN -NB•1 E?ER6[IL.Y L16NRN6 • LDRYWALL . iROVIDE S/B•TTPE'x �. _ LERJN6� _ _ All dnwbg.nd-lit—eaerla.pp-1.9 betel. TYPICAL - ID'�`TRAY I FE - NEW FIRE E%TIN61A}ffR LEILBC IE161R � n.11Wb.erlgin.l.nd unpuhl wo Nh+d r4�ei M+ FOR LEILIN65. �� Mehllecl+nd n.y not Be do pllut.d.uwd+1 •'� 1 \ PJ(IT _ NB'I EwTSI6N dbebwd Witlwul writt.n co not el the Arehl. O a O ©IBBB pESCOM ARCHITECTURAL.M.�S L KEA 12.X 12'E*MST VENT ' _ CONfAACTDB E]j -NB'1]x 7 101#E5L81T LI6NT FIXTURE t 5 • - / fRN£D /a ®I -REW 1 X A n a*MW.Dn LI6W FIXTURE TRUE GE5.IN4 L M WµL i FEE CEILINS-.i i I� ExTi ORYWAdl -1®T 3%4 FLOIRESLBIT LI6M FI%1LRE 9'4' � I Try/ \\�� I LEILING �'�T1TL1E (♦1j5 LES, N:I6M 7Im FLOOR LEILN61E16Nf TO B'-O I/4'UNEY 0 I 1 ` 2 x 7 SUSPENDED O HEMSE NOTED - NEST TRALK LN,MR16 ALDISTILALTI, REFLECTED CEILING PLANS - LEGEND 1 M litO -HEN REGLf5w IWIN MUNT 1,16MINS LEILM ANGLES CEILING AllfilFS 0. AA A$ Y REVISIONS MAIN LEVEL REFLECTED CEILING PLAN 5EGOND FLOOR REFLECTED GEILING PLAN ='< SLALE;VC' P-O' - { f S 3 ..__ ... J 03089.00 y. ..' tlN,ldc 10-07-03 AS NOTED V OIIAWNG NIAUEIt rrJJ v A - 2 IL r RESCOM t Architectural, Inc. - -- — ...----------------------.._.._•_.._._._..__—..., .T.-. --._... _..... _.. • :�— _ .. ... ... ... .. \ ' P.D.f— !ox Is MIM 1 MOFM 6EALH.MA 02563 =\ - \. - i � Residential & Commercial � ��— �� i � --� ' - � • -_ - - Architecture It-- !` -- — -- - - —- -- - s - -- - Phan.(5081 759-8828 F..(5081 759-8002 III1 ., _-_ _! Lj —_ - __--_ ., _CON7AC7 VEh50N CN(GORI' uIhOON1AN —. _-_ � _ _- -- _ - _- IAOEC'NNE A LOCAT814 ---- -- —_ '-- _-_-- _—__ — —_— -- _ — -----� --' PROPOSED RENOVATION — _ — WINDOW 5GHEDULE CAPE & ISLANDS GLASS El -1 --- SiLsnavE — _— _ CO., INC. — — l'-�'•/- 73 IYANNOUGH ROAD HYANNIS, MA u1-1oE:1 -- -- CeffrATM R16HT 51DE ELEVATION AU dr.rb g and-lift.a.terl.l.pp—hg W.I. - - en.Utul..orlgin.l and unpubll.h.d—k M th. �. ' - - MehlLet.nd m.y not b.dupliu ted,u.ed er • _ — d4d...d Athoul-M..-....1 of Me A,.hlt..t QC I988 RESCOM}ARCHITECTURAL.INC. .. O Ct110RACipt ... .. .. .. _ .... .. WNC 1RIF g o FRONT ELEVATION # RIGHT SIDE ELEVATION REAR ELEVATION ® LEFT SIDE ELEVATION WINDOW SCHEDULE REVISIONS 0 -------------------- ---------------------- 9',a' RWD . --__ 03089.00 - OML aIiSAL. 10-07-03 -- ---- —------ --- - �NI AS NOTED REAR ELEVATION f �`\ CIIAWING NIMEFU: LEFT 51DE ELEVATIONk, A F.,4.,•.o• r ;c ..f . 1 �` 1, -RESCOM Architectural, Inc. P,O."0"157 MON.JMENT!EACH.MA..... • y - Residential Q Commercial .TOP OF 51Nw 94"MAX.A.F.F.----- Architecture (SHALL EXTEND MIN,IT'FROM WALL TO FRONT OF 51NJ4J 90"X 45"CLEAR— FLOOR SPACE 99"-96^A.F.F • - Ph—1508)759-9828 F..(5061 750-9002 CONTACT PERSON G'RCG'Dh I'SIR001'JIAN--- . PROJECT NME l LOCATION -- �f---� PROPOSED RENOVATION sBNAbPTOBE INSTALLED Ou EwALI— PJNOEWTo THE LATC�SIMOFDOOR--- CAPE 8 ISLANDS GLASS i o'— CO., INC. — — 73 IYA S, MA H ROAD T / h rt —i WATER CLOSET SHALL BE \ IT-TO 19'PROM FLOOR TO -� - - TOP OF SEAT / p CERIMATot - - , An dI And—Itt.n m W1.1.pp—Ing hn.ln ADA SIGNAGE ELEVATION .n.Bm+...dBn,l,nd..p.hr.h.d.,.,k.1 th. %ALE 112 •1.0 - Areh;t..t.Ad my not 0o duplicated..,.d m TYPICAL ENLARGED HCP TOILET ROOM &..1—d with-11 wdtt.R.—Imnt of th.Al.hit..t ( - ' ©JOBS RESCOM ARCHITECTURAL.INC. . SCALE 112' I'-O' CONTWTOR NBR rAfgt TLYB \ • ' O : r \ 18' r \` 50AP DISPENSER—T MIRRORMAX 06.1WN'7111E "� r 6RAB BAR H 6RA9 BAR INTERIOR ELEVATIONS 8 SEE TE NO BELOM o" JJAv, `" DETAILS 45"TIOIET PAF@2110LCHt I�OMEN $ , Nz. s � a RE VISIONS F TIW PFQMAT BE I/ULLED 9'ABOVE THE VENTS LOCATION OF ERAS OAR, ORNN AW Y TER PIPES DRAIN 40 HATER PIPES TO EK Y.UPPED WTN INSULATION ADA SIGNAGE THEMc BAR TO BC hKAFPCD MTH N50LITION ' TA . W.521 CMR-90.95 , FEP.521 6MR-B0.45 - - - - e --------------.__.._-.-._--__---._. REF52I CMR-5061F _ SLN.E 1'2'•1' . ^. jV rC:t ELEVATION A ELEVATION B ELEVATION G w L _ SCALC..Ifl'•1'-0• SO AU 10'•I'-0' v c FmFTTw 03089.00 ENLARGED TOILET ROOM PLAN AND ELEVATIONS pp �1r xNE 1Q'.I'— AS NOTED D.�NUMBER A ' 4 ... '"N` ---- STRUCTURAL DESION'GRITERIA A. CONSTRUCTION NOTES -AMwNr w.vr 6:uuLes 1J' IC L-'E516N CRITERIA, I ALL LONSTRULTION SHALL COMPLY WITH THE R E S C O M THE FOLLOWING OUTLINE5 MINIMUM PERFORMANCE 6TANDARD5 FOR -MA95AGHUSETT-S STATE BUILDING CODE"ISO CMR THE PROJEC7 AND THE BA.515 UPON WHIGI4 SHOP DRANNGC.(IF ANY)WILL BE REVIEWED. OTi COITION AND ALL APPLICABLE STATE AND -..TxetaLL.w nG+�� I., TYPICAL ALTERNATE STANVARDS(FOR FU!WREML'NT5 NOT OTHERNI5E INDICATED Architectural, Inc. LOCAL CODES OR RE&CONSTRUCTION SHALL BE _ IN THIS SPCCIF AT(ON OR RELATED D DRAWINGS): APPLICABLE Bl.'ILDING CODE(INGLUDINS - 1 �MMENDED D3 REFERENCED NE OR PRGDULT M F TURF 5 I.O.BOX 157 MONJAENT!EACH,MA 02553 F .--LASH�Ta� 1 TRY 3TANDAR �� T RE-N) ArUI AG �R COMPLIED WITH DURINb GONSTRUGTION Y _-- 2A TANUARV,NHILHEVER 15 THE 5'RIN6ENT FUR A P.ViT ILAF_AR CM OR CONDITION S 2.TH15 DRAWN&I5 FILED TO SHOW TENANT .. ^ DEAD LOAD$: RENOVATIONS ALL E%'5TIN6 BASE BUILDI 2.1 5rRUGTURAL 5HE ATNN✓6 CONSTRUCTION PREVICU5LY AFF'ROVOV. Residential & Commercial K� 2.I,I FLOORS. 9/4'MIN,rHIGK,T 1 6.GDX PLY. X Nut V TP6l[ ------� / ,. � eylpµle'I° , L•n - - _f*' EXTERIOR HALLS. /2'BIN.THICK GDX PLY. - 5.140 CXANSE 114 EGRESS OR USE 6Ra.P. Architecture 2IB ROOFS: 5/S'MIN THICK,CD%PLY • - _ a2 FIHI.°ME�-,(THE FOLLONNb RCPRLENTS 57RUC"7URA_DE516N LR!TERIA,NOT FINISH SPCLIFICAT IONS) 4.ALL MATERIALS,A55EWeLIE5 AND EQUIPMENT rtPNa n�n»[s1RT_ ._Pep Mr.RyA,TYX, • 22.1 FLOOR FINISHC5 AT CNTRIE5,BATHR M.S,AND KITCHEN AREA5, A55UHC THIN-5m - SHALL COMPLY WITH MASSAGHU5CTT5 51ATE CERAMIC TILE OVER!.2'CEMENT FIBER BOARD UNDERLAYMEM WILDING LODE TDO LMR,6TH EDITION npn lxfuAroN R,PI - ---um Nrw.�.muul Nxen 2.22 FLOOR FINISHES AT LTHER NADITABLE AREAS: ASSII.2 9/4'MARDNOOD FLOOR'. - - "��' ueATUNf _ 2.2.5 NALL FINIE04C AS'_UME CERAMIC TILE YUTN I/2'GEMEN'FIBER BOARD DAGKGR -µrtRNP PGW a,TP •, ` - ----L4•KTNmPnnr,aa AT T16 AND 5HOWER5;1/2'BLUEB PEN OARO AND PLASTER ALL OTHER LOCAMON5 5.ALL INTERIOR PINI5HE5,5115EV CEILIN65, -r. 224 GEILINS,FINIEAES: ASSA"E 1/2'13LUMCARV AND PLASTER - FIRE RATED A%E1-FLIES„FIRE STOPPING, Phom IGOBI 75B-BB2B FeN ISOB)758-8g02 22,B ROOF FINISHE5 ASSUME HEAVY DUTY,ARCHITECTURAL 6RAVC ASFA4ALT.SH146LE5. AM,PIRG RETARDANT WCOp SHALL LCMPLY __ _ _.- ___ I CON7ACi FEHSON OREGOR)'SIWONIAN ,1 ---- --- - ---- - 6•�T a 2.5 MAXIMUM DEAD LOAD Or 10 P5.F. WITH THE MA55ACHJSETTS vTATE BUILD] COOL -- I 160 CMR, 6TH EDITION -----'- ------ wcwen,tcun 9O LIVE LOADE. - PROJECT NNE I LOCATION INiNPiuiT -- - -- r•0 3.1 FLOOR LOADS: c 5.11 OFFICE.AREAS:50 PSr (OR 2COO FOUND LOAD DISTRIBUiCD OVER 90 INCH SQUARE) PROPOSED RENOVATION 512 LNINMABITABLE ATTIC SPACES:20 P5.F - B. ME.GHANIG'AL NOTES .uwl PeAiN.D ~i n pr.'eue -HVYme eLeww AT ws+oe'n. _ � 32 SNGN LOADS. MA BUILDING CODE FOR JOB SITE LOCATION CAPE S. ISLANDS GLASS ., rM _ = a-n eNrlNa4+Io1 , ,4 _ wble110ervu Aeeemr 59 WIND LOA05. MA BOILOI146 CODE FOR JOB S!TE LOG ATION AND EXPOSURE. I.ALL MECHANICAL WORK 5HALL COMPLY WITH CO., INC. TM °v'i�eeu was 40 ALLOWABLE DEFLECTION - 'TIE MA55AGWSETTS STATE BUILDING GODS 73 IYANNOUGH ROAD _1�vrt PeivloiDuAitlu°uT -eXRwoe epN o� 41 FLOOR/LEILINS ASSEMBLIES(IMC LUDIN6 SUPPORTING BEAMS)-MOTE NINDONL, - TSO LAIR,6TH EDITION AMID 190T HMG. HYANNIS, MA -N•tm n.rnam 1+TM6e Yot eleMnNN N eNateA AID DOORS-A55JME NAILING TA55 AT.IAMB5 ANp HEADS,NTH MANLF. -NR tNwaw� - R.-unnew HlvNs reev. euww erRn RELOM LADED HEAD CLEARAPKES OF APPROXIMATELY 1/2") - uw. ' A vaTtutY'w• 4.1.1 LIVE LOAD DEFLECTION:.L/460 UR TO 1/2"MAX. 2.ADJUST EXISTING CEILING DIFFUSER5 AND n DZU1,MGaCr¢tlPM To�, � !uMD wLLA^W b'oAWll . &RILL.E5 ACCORDINGLY 50 AS TO AVOID _ 4U2 TOTAL LOAD DEFLECTION. L/240 LP TO 9/4'MAX. ANY OBSTRUCTIONS FROM NEW PARTITIONS o�Dnr SA MATERIALS. OR EQUIPMENT PROVIDE w-A CEILNS DIFFUSERS role tePen t 4 171 ralm,.iml. .o �T=,ny,:^ 5.1 FRAMINS DIMENSION W!-BER AND bRILLPS P9 NECESSARY TO MAINTAIN w Nn cirte°e poonlm LOAD 2 DI0 LUM FOR J BEAMS,STUDS,PLATES,RAFTERS, ADERS,BEAM AND GIRDERS ETC SHALL PROPER VENTILATION. ,. CONFORMRMTOTO SIDEARMS, FA BER DOC P3 0,AS LISTED IN 160 LHR,APPENDIX A AND TO OTHER APPLICABLE STANDARDS OR e - - - - GRADING RULE5 AND SHALL BE 50 IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION 155UEp BY AN APPROVED AC£NGY THE GRADE MARK OR CERTIFICATE SHALL PROVIDE ADEQUATE 9 PROPERLY ORT ALL DUCTWORK AND INFORMATION.TO DETERMINE FB.THE ALLOWABLE 5TRE55 IN BENDINS,AND E,THE MIO121A.U5 OF ELASTICITY. PIP1Pk6 rROH BUILDING STRUCTURE TO PROVIDE 5.1.1 ALLOWABLE JD15T SPAN5. THE CLEAR SPAN OF FLOOR JOISTS SHALL NOT EXCEED THE VALUES 5ET FORTH A VIBRATION FREE INTSALLATION. CSIMCATIDX BUILDING SECTION A IN TABLES 760 CMR 5605.29.IA,560519.iBID A 9605.29.IG. THE MODULUS OF ELASTICITY,E,AND THE ACTUAL 5TRE55 IN BEImINO,FB,SHOWN IN THE TABLES SHALL NOT E%GEEV THE VALUES SPECIFIED IN TABLES 9603.29.I17 AND 5605,2.9.1E LISTED AT THE END OF 160 CMR 9&092. 4.PROVIDE FIRE.DAMPER_AND A55O IATED SGA.E:IA'�I'-0" 5.%2 ALLOWABLE SPANS. THE UNSUPPORTED SPANS FOR CEILING.bI5T5 SHALL NOT EXCEED THE VALUES SET ACCESS PANELS W CNI HERE RERIM BY NFPA �. . FORTH IN TABLES 150 LMR.,9605.2 AAA THROM 560152.4DD. THE UNSUPPORTED SPAI FOR RAFTERS - 90A A=LOCAL CODES FOR DUG75 SHALL NOTNOT EXCEED THE VALUES SET FORTH IN TA15LF-5 760 CMR,560b2.4A TROLI&H 56052.4X. " - ENSrNG OR - PENETRATE FIRE RATED ASSEMBLIES. •NEAFLOOR FNI5H - 5,149 PLYWOOD 5HEATHIN6: AND P400P 5TRUCTVRA.L PAINP25 USED FOR 5TRULNRA.P)RPOSE5 SHALL CONFORM TO DOG Pb I,DOC F'5 2 APED HFTHA(ANSU W.A5 L15TED IN TSO CMR APPENDIX A. ALL PANEL5 SHALL BE AD Brewing end wrlllen melerlal eppeering Ipreln - NBN OR FX157146 IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INS ELTION ISGUED BY AN AFPROVED A&ENGY. 5.MECHANICAL SYSTEM SHALL BE TESTED - 91BFLOOR PLYWOOD AND WOOD 57WXTURAL PAELS SHALL COMPLY NTH THE GRAVES SPECIFIED IN TABU:760 CMR,56055.2.I.IA. AND BALANCED AT THE LOWLETION OF ro1u111ute1 eIIgI.I and unpubpehed work off the 5.19A WERE U5W AS SUBFLOORIN&OR COMB 1A IID INATION 5PLLOR UERLAYMM W RUL E ,WOOD 5TTVRAL PANEL5 WORK.ANY M VIFIGATONS REOUIRED SHALL - k6ft.0°nd mey nP1 be duplle°}ed,ured w 2%6 PLATE RIOTED TO TOP FLANK SHALL BE OF ONE OF THE 6,RADES SPECIFIED IN TABLE ISO CMR.96099.2.LIA. PEEN SANDED PLYWOOD BE MADE 50 AS TO HAVE A PROPERLY &.1...d wlihoul-Itt n Denunl el Lhe Arehl}eet NTN 9/'BLOTS AT 24"04.STA66E EP IS USED AS A COI-®INATION SUBFLDOR UNDERLAYMENT,THE GRADE SHALL BE AS SPECIFIED IN TABLE 160 CAR,5605.5.2.1.15. WORKING 5T5TEM. (J IBBB RESCDM ARCHITECTURAL,INC. .. STEEL BEAM 52 ENSINEERED HOOD . .. ALL BEAMS,HEADERS AND GIRDERS SPECIFIED ON THE PLANS AS LVL BEAMS,OR COMPOSITE rBUILT-UP)LVL BEAM5, G. PLUMBING NOTES WNIpAGTpL SOLID WCOD 5M'MILO LA 16 SLIT® - SHALL-BE AS MANIFAQTURED BY 7RUS JOIST MACMILLAN OR APPROVED EQUAL. ALL SPANS,LOAD CAPACITIES, TO I®YDTN 3A)'CR BOLTS!24'OL. - - - AT 24.OL.STA66ERED BEARING CONDITIONS AND PA9TENIN6 SGNEDIA.ES SHALL BE AS REQUIRED BY THE MAWIPAGMIER. I.ALL P12hBI146 WORK SHALL COMPLY NTN THE JOIST HANGER 6O INSTALLATION STAMm ARD5 MAS5A4HV3ETTS STATE PLUMBING CODE 6.1 FRAMING SYSTEM. Y'ESTERN PLATFORM NEVI OR EIUSTINS . .. JOIST 62 YIOOD P05T5 AND JACKS SUPPORTNS WOOD FRAMMb U u 6.2.1 WITHIN 2 X 4 FIAL.L FRAMING: 4 X 4 MIN D. ELEGTRI GAL NOTES I I I1 IEN 1%B BTRAPFN6 - 622 WITHIN 2 X 6 HALL FRAMING: 4%6,OR 6 X 6(REFER TO PLANS) - _ 629 ALL WOOD PO5m 511ALL BE CONNECTED TO THE WOOD FRAMING AT HEi/CEILN6 FINISH TOP WITH METAL POST.GAP A.G.OR ALE.BY SIMPSON. I.ALL EL EC WORK SHALL COMPLY WITH ' + - 69 COLUMNS(BASEMENT OR EXTERIOR LOCATION•),3 1/2'LALLY COLUMNS MASSACW WTTS 57ATE BUILDIN5 CODE;ARTICLE 31 DRAWN.ME 69.1. BASE PL.ATE5: SMIPSFfELD BEARING Pl_ATE5 WELDED TO COLUMN. TBO CAR;6TH EDITION AND THE BOARD OF FIRE \ (Z In'LA6 BOL5 X 5'LONG 6.92 CAPS(CONNELTIN&LOLLIMNB TO W00D FRAMIN61, SPRIN&FIELD BEARING - PREVENTION R NS;EOULATIO 521 C IR aH TIR611 BOTTOM OF FLANKPLATES OR 51MP60N'GG'TYPE COLUMN CAP5 - - SECTIONS S. NOTES TO POST 64 ANCHORS,GONPC-CTOR5 AND HANGERS - 2.EXIT 516H AND LIGNT5 SHALL C47MWLY.AFTH 6 WOOD POST EETOMD 6.4,1 SIZE,CONFIGURATION,LOCATION APED QUANTITIES TO MEET WINO,EART IIAKE CODES REFERENCED IN SECTION D.I.ABOVE 6% I. AND&RAVITY LOADS. USE ALL VL'LABELED ELECTRJGAL MATERIALS: STEEL BEAMMOOD DETAIL #I 6.4.2 .1015T HAN&ER5. TOP FLANbE TYPE(UNLESS NOT FEASIBLE)SHALL BE USED AT ALL - CONNECTIONS A5 REQUIRED NA"ERS SHALL Be IS A.MN NTH ALL HOLES FILLED - SLAIE.I U2'.F o. - WITH REQUIRED FASTENERS. 5.FIELD VERIFY LOCATIONS AND ARRANbEMENTS. 6.5 WALL PRAMIN6, OF EXISTING SYSTEMS AND EQUIPMENT. 65.1 ALL EXTERIOR WALLS SHALL BE 2 X 4 OR 2 X 6(AS INDICATED ON PLANS) -SOU - EXTERIOR WALL SIEAT4IN6 SHALL BE FASTENED P417H IOD NAILS AT 10"0.6 AT 4.PROVIDE L'MENTRY OR MIMCZLLANEOU5 REVISIONS NFA]z B F.T.TOP PLAT[MTH INTERIOR" ORT5,AND IOD NAILS bE AT 6'O.G.AT PANEL ED5,UNLE55 OTHERWISE - RE VISIONS ANCHOR S•4D"Of,. NOTED ON PLANS(U.O.N.) ITEMS AND DEV ICES AS REQUIRED TO SECURE 6-52 2 x 4 HEWN 5ND BEARING WALLS SHALL BE 7 x 4 STUDS AT IB"6(S NTH N STRONG AND F'PIOVIDE A GOM'LETE OPERATIONAL - - AT MID )LION FOR WALLS OVER 9 FEET HIbM,AND METAL%-@RK.INb(51MP90N STRONG TIE SYSTEM. TYPE AR)U.O.N. .. . 6.6 FLOOR AND CEILIN6 FRAMINS,WNLE55 NOTED OTHERWISE ON ATTACHED - -----� -------------- ------ DRAKN65): DIMENSION LIMBER E. AGGESSIBILTY " I 6b.1 PROVIDE OCV13LE JOISTS BENEATH ALL BEARIN6 PARTITIONS AND AT ALL RO.ASH OPENINGS. -'------------- ------ ----------- - 6.62 PROVIOC SOLID BL.OLKIN6 BCTY`ZEN J015T5 AT BEARIN&WALL5 RUNNING PERPENDICULAR I.ALL NEW WORK SHALL COMPLY WITH THE -TYCEN JOISTS-��- 6.6.9 TTO K E SOLID B IR DbINb AT B F AND BEOT MAX O.G.E FG PARTITIONS RUNNING PNiALLEL TO FRAMINiG. RULES,AND RU e55 BOARD: A GARS THE ARCHITECTURAL RC I ECT A --------- -- - -- - - -------- ----- .'Il f'J65TMG LONLR[LIS'TE BILK. 6.64 PLYWOOD SULSFLOOR SHALL BE GLUM AND NAILED NTH SO NAILS AT 10'OL TO.INTERMEDIATE *�Air nMJlCI Htt. PROJIOC NEW D'LOMINIQS SUPPORTS ANJ SD NAILS AT 6"OC.TO PANEL EDGE SUPPORTS. - 03089.00 ANDOF IYAH WIN SOLD 6ROIIT b.T RAFTERS(UNLESS NOTED OTHERri15E ON ATTACHED DRANNG51. DIMENSION LUMBER. 't • AND"SEAR. 10-OT-03 _ ENO. e MADE 1-5 VERTICAL BARB ` 56'OQ-FILL VOID SOLID WITH AS NOTED GRLVT.BAR AND 6ROVT FILL 3 10•%3 IO'X 1/4'%6-ANSLE - - t i. I R r e IEI6HT Or WALL /��-LONG P 4'-0.OL.WELD 70 T5.Al.PROVIDE _ i { DRAWING N MBM 2-BNB'x 6 In'EXPANSION 1EH ON - 1 FLAT a 16"OL.VERTICALLY. - BOLTS AT EACH.ANGLE In'%9'%II'BASE PLATE - v�"P ^ +i? ° O /O WITH 2-3/4"%6• .4 'EXPANSION SOLTS - . -E%5TIN6 6'CCl/CfETE .• ��: n ` - •BLOCK WV1 TO REMAIN ,/� BOND BEAM DETAIL #2 T.S. FASTENING DETAIL �3 / G SCALE,I In'.I'-O' ',SCALE 9'.•!•-0' . E i • LEGEND ---_ i BEAM IT"PE 45IM I/LJILAR_)� _ Architectural, Inc. KARIMI'NLL !I i P.O.BaN IsT mowmENT bEACN.MA 02655 N:JTF F pRl VIDE Soon e_Pt KAL A- c - Residential Commercial L'.L.MAX.,TYPICAL :. , .. _. !... ... _ .. __.. - L' Architecture L �� '�IN ��1 Phon.ISOBI 758-aB2B Fav 15081 75B-BB02 TOP a HAL T O fY fi _ 16 PRd�IDE 7-l.1�1515 �f Ib"TO ltl E 9l.•FLYWOLD y yy Iq _-- -. FOR STORAbE OVER «� 'dS pgl. .CUNT AC7 1'CNS(XJ UflCGOfiY Slpq'WIAN TOILP.ROOM. 6n'' 2 X.It'o.LI f HEIST NWE t LOCATK N I I PROPOSED RENOVATION mr ' I � CAPE fi ISLANDS GLASS .— , CO., INC, TwPa ---- ---- — — �, 73 IYANNOUGH ROAD HYANNIS, MA I' 2 X GELIN6 10 A�15T5 • (5f OR M LPI).IV O.C. ' t 1 - A0 dr.vAng and w,ltlan m.l.rl.l.ppnring W.I. a - on.tlfutn.dgln.l.nd unpublhMd Werk.f the A,.bll..t.nd.I.y not b.duplk..W.o..d or i t ^_r- - - n I..._.. ..... .. -. _ .I .d Wffh-1—IN.n--nl.f th.A,.hit.ct d. o. - - - - - - - ©1999 RESCOM ARCHITECTURAL,1NC. 9-I 9M'%9 117'LVL A • A s HEADM REFER slu ver�ALbs A"lb PL n+ r P� cwaActae 5ECOND FLOOR FRAMING PLAN SECOND FLOOR CEILING FRAMING PLAN • _ SLALE:I/4'.1'-0°. - .50AM14•v 1'-O" I . - MIM THE • _ 2 X-10 RAFTERS. - FIRST FLOOR FRAMING, ? SECOND FLOOR CEILING } FRAMING 8 ROOF FRAMING PLANS 1 91•%II 7/D-LVL 1?B4. _ - REVISIONS ERS r + 2 X IO RAFT . .: . . $IO RAFTERS. h 3089.00 oul.«ISSU. 2%10 RAFTERS• „ AS NOTED A DRAWING Wn.PEH Y 1 •A f ROOF FRAMING PLAN .fit J SLALEI/4'.I'-O• 1 SEPTIC SYSTEM DESIGN DATA SAWCUT AND REPLACE PAVEMENT AS REQUIRED. SEPTIC CALCULATIONS: PROPOSED SLAB 24"I.D. H-20 MANHOLE COVERS BLOCK UP D-BOX, 24"I.D. RISER EXISTING CONDITIONS: PROPOSED CONDITIONS: 4, / FOUNDATION SEE.PAVEMENT SECTION _ -78 GPD � �/ ' MATCH EXIST �• TO GRADE, MORTAR ALL••COMPONENTS• H-20 RIM EL. 20.0t SOFFICE:TORAGE NO SEPTIC FLOW 1 GENERATED 78 GPD OFFICE: 1038 SF (75GPD/1000 SF) �►�' FIRST FLOOR EL. f' TOP PRECAST EL. 18.84 -0 GPD STORAGE. NO SEPTIC FLOW GENERATED =0 GPD ,P A' 1j (EL. 21.07 t) 8 0' TOTAL FLOW EST. 7$ GPD TOTAL FLOW EST. = 78 GPD O , y 10 P.' TIEOE 2.0' 2.0' 2" PEASTONE AND 19.16 _ FILTER FABRIC18.9014» » OVER 3/4" STONENOTE: 1. PER TOWN 330 RULE, SYSTEM REPLACEMENT ALLOWED IF NO INCREASE IN DESIGN TEE 4 OSCH 40 PVC 4 OSCH 40 FLOW IS PROPOSED. OEUS « 150E GAL H-20 2' AT 1 x 1$,62 000000°oa°ono°o ° 18.45 o o°o 0 0 o c o 0 0 0 0 ° 2. TITLE 5 LIMIT FOR "NEW CONSTRUCTION" IN A NITROGEN SENSITIVE AREA IS GAS BAFFLE :' 18.65 °o°o°o°o°oo°o° 15 AT 1 R o 0 0 0 0 0 440 GPD/40 000 SF: 8261 SF (440/40000) 90.9 GPD > 78 GPD O.K. FOUND. TO S/T SEPTIC TANK °o° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o�i ° 3/4"-1-1/2" STONE ' C H-20 D-BOX ON 12" COMPACTED GRAVEL o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <c PIPING 13'tAT ACME OR EQUAL ACME DB5 H-20 'OR EOU,4L I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-0-0-0 E <Q o DOUBLE WASHED / , FOUNDATION (_L % SLOPE) `i; INVERTS LEVEL FOR 1ST 2' PROPOSED FLOW DIFFUSOR LEACH SYSTEM TITLE 5 DESIGN FLOW: 78 GPD INV. EL. BOTTOM STONE USE 200 GPD (MINIMUM OFFICE SYSTEM) FOR SYSTEM LEACHING 6" GRAVEL do MECH. DEPTH OF FLOW = 4 WATER TEST 0-60x FOR LEVEL L_ 18.3E .- ELEV. 16.3E J USE TANK: ' COMPACTION (TYP.) TEE SIZES: INLET DEPTH 10" D-BOX SAS 78 GPD•200%= 156 GAL. REQ. USE 1500 GAL H-20 SEPTIC TANK SEPTIC TANK OUTLET DEPTH - 14" 5' UNSUITABLE SOIL REMOVAL REQUIRED ;.� LEACHING: USE (2) 4'X8' FLO DIFFUSORS WITH 2' STONE ALL AROUND AND 2'-10' DOWN TO MEDIUM SAND LAYER. REPLACE WITH CLEAN MEDIUM SAND 1,04' BELOW OVERALL DIMENSIONS 8.0' X 20.0' X 2' EFF. DEPTH. • 11 BOTTOM CAPACITY: 8' X 20' - 160 SF (.74 GPD/SF) - IIS GPO 1/ SEPTIC SIDE CAPACITY: (8 + 20)(2.0)X2' = 112 SF (.74G D/SF)-83 GPD 26" �I 201 GPD O.K. LOCUS M A P (NOT TO SCALE) BOTTOM FUTURE TESTHOLE . EL. 10.Ot SCALE 1" = 2000' NOTE: TOWN WITNESSED TEST HOLE TO BE PERFORMED PRIOR TO FINAL PLAN APPROVAL. DRAINAGE CALCULATIONS: HEAVY DUTY H-20 COVER E4AIE 8 /$,• NEAT SAW CUT AND REPAIR LABELED "DRAIN" F&C 19.6t RATIONAL METHOD: 20 YR. STORM PAVEMENT AS REQUIRED DRILL (2) 1"0 HOLES IN COVER ADDRESS: #73 IYANNOUGH ROAD ( ROUTE 28) HYANNIS MA 02601 PAVED/ROOF AREA: 4200 SF CN-0.95 SEE PAVEMENT SECTION ASSESSORS MAP 343 PARCEL 6 24" GRASS WOOOS: 12 SF CN-0.35 8" H-20 F&G EL. 19.2t FLOODZONE: C BARNSTABLE PANEL 5 COMPOSITE CN - (4200)(.95)+(1200)(.35))/5400-0.82 COMPACT BACKFILL IN 6" SEE PAVEMENT CROSS SECTION 2'X 2' GRATE (TYP.) GROUNDWATER OVERLAY DISTRICT: WP Q-CtA - 0.82(4.OIN/HR)(5400/43560)(448.8)(1/.7)-261 SF REQ. LIFTS (TYP. ALL DRAINAGE) MANUF. LeBARON, BROCKTON, MA USE ONE 6'-8" X WO LEACHING PIT WITH 2' STONE AROUND- 266 SF MIRAFI 140N FABRIC OVER H-20 TOP STRUCTURES MODEL: LT 105 3" MIN. PEASTONE PRECAST EL. 17.2 ,•, ; i,,_.,. �, LOT SIZE: 8261 SFt WEIGHT: 430 LBS RISERS 12"0 HDPE D b .� . 12" H-20 RISER do (0.19:AC.f) AS REQ. ADS N-12 OR EQ. HOL ev & BRICK ADJUSTING COURSE TYPICAL ACCESS COVER SET LEVEL MORTAR SCALE: 3/4" = 1._0» 2.0' ( P. 6"S44=0P�VrC A 2x IN i '•: PROPOSED t 2,eC.B. TRAP LABEL SEWER OR DRAIN AS APPROPRIATE FROM ROOF D INS H-20 y�pE OWNER/APPLICANT: � , , CAPE & ISLANDS GLASS CO. INC. ELBOW 73 IYANNOUGH ROAD, HYANNIS MA 02601 \ \ N CONTACT: TOM CONNORS JR. » \ 100E GALLON PROPOSED 32 LEACHPIT 1000 GALLON PRECAS PH. 771-7742 _ cG _ 20 ATCH BASIN DEED REFERENCE: DEED BOOK 12662 PG 268 24" \ � 4" i° ` LPIOOOH 2OSOR EQUAL ;. _ X6'8 CSHOREY SOLI BASIN H-20 OR EQUAL EXISTING USE: GLASS REPAIR SHOP PROPOSED USE: GLASS REPAIR SHOP EXPANDED \ EXISTING CURBING (TYP.) SECOND FLOOR STORAGE/OFFICE 0000000❑ :..6" WASHED STONE UNDERNEA SECTIONAL PLATE NUMBER OFNO E IN OFFICE SPACE OREMPLOYEES PROPOSED. 000cI0000 24' \ �0 l 6" LOAM & SEED DISTURBED AREAS .STRUCTURE•••••,................................ 2 MIN AROUND PIT i 0000000E �- 4X G NOT PAVED (TYP.) SECTION TH R i N 0000000E 19ry � .� ZONING DISTRICT HB: ❑000000❑ N " pxRTj C �`� S ` 1 NOT TO SCALE MINIMUM LOT SIZE - 40,000 S.F. NOTE: PRE-EXISTING NON-CONFORMING SITE ❑ CF-I000❑ 22 21 F CUR T�?, lJ 6" 6" MINIMUM FRONTAGE - 20' EXISTING PROPOSED ❑ooDOoo❑ 6 C(ij �8 SETBACKS: REQUIRED 3" REMOVAL I FRONT = ' M ("100. RT. ) 34.E 34.E �ooC0000 PPROPOSEDOW IFFUSORS WITH VENT UNSUITABLE SOIL G{I'4r O " 510E 10' MIN. (30 SUM) 17.1 (37.1 SUM) 17.1 (37.1 SUM) 2� O O REAR = 20' 36.6 36.6 2' OF STONE ALL AROUND S RE ROUT WATER LINE /3 °O°O° 1 TOPCOAT MASS DPW LEGEND MAX. BLDG. COVERAGE: 30% 12.6% 12.6% o 0 3,� O O O , TYPE 11 AND 1.04 STONE BENEATH LEiRO IF WITHIN 10' OF DSO 00000 6• G ND FRONT YARD LANDSCAPE SETBACK: 45' GREEN STRIP ALONG ROADS > L RING SYSTEM O 0 1N HB ZONE: PRE EXISTING CONDITION, NONE EXISTING EXISTING SEPTIC SYSTEM °f �9• _ O O O 2" BINDER PROPOSED: 4't WIDE AVG. WIDTH PLANTER WITH ONE 3" TREE TO BE REMOVED AND REPLACED M �.\ G.q. Tw/Sjj� � � 00000 O CATCH BASIN WITH COMPACTED SAND. 01. �RF��G/' O O O FRAME M N R T � , o � 5� 9 �J'yti�e \S\ � 0000Op : • A. °00000000000000 Q� UTILITY POLE I /< T ^° Tq)Zr � O O 00000E°O°O°O°O - ., SCALE: .3/4" -_ 1'-0" •.., _ - - - -. �. :.. -•'� _..�,_ - ;�.,� .a I \Rk /YiC� � °0000 . :. •:, o°00000000000° n GUY WIRE PREVIOUSLY �'CLflPED SITE. EXISTING =8013 SF 8261 SF=97.07. - ``� R�- <. -.. ,. PR( ,OSED DRAINAGE h' /3 O O O . a O O O O O O WP DISTRICT, 50% MAX, IMPERVIOUSv� R p5 •.� !' ��, • - _ , �A)._ D. 0 MINIMUM WEIGHT: 388 LBS.` "R tSfJ ,y •i3O - - n 7 O t? _ PP,OCF_SSEO_(;RANG I_..___PROPOSED IMPERVIOUS = 7976 SF/8261 Sf 96.6x EQ,�gNp' p,� A '� EXIST. a4s y p p ';,• f; ,. ° •0. O - ._ - ? I I! ,aT._ ^�� YARD, I Ir 117 GAC� , �� R, F G o O O `�O O O O O 000° I P I Y. .R 30% NATURAL STATE PREVIOUSLY DEVELOPED SITE: EXISTING 248 SF 8261 SF= 3.09. REO L,qN"" S/Ta ^1 0'W �f COMPACTED O°0°0 !' °O°O°O O°O°O°o° MDPW M 1.03.1 VIB. ROLLER COMA,•:.,:I U I �SE�I G RAVEI M 1.03.1 . s _1 221 0000o A . '0 0o0o000000000 FIRE HYDRANT PROPOSED 285 SF 8261 SF 3.4%. D T O O O O O O O O O MAP 343 _ 0 0 0 ,0 o o o o _......... .._. ...„ .., _ 0°0°0 .' ' o°o .0°0°°°°°0° SIGN EXISTING BUILDING COVERAGE: 21 - ,r O O !� n n n n n 6 -- EXISTING EASEMENT O O O 1038 SF/ 8261 SF 12.6% (NO CHANGE PROPOSED) 80 � -"�" � � DOC. 1784,624 O0001 •. 0 00000 r SO EXISTING SEPTIC LOCU �� I NO O O O O o O MAX. BLDG. HEIGHT: 30' PROPOSED: <20' TO TOP PLATE ca �' 8261 t "� "? °O°O°O°Q°O°OKll�l O° CEMENT CONCRETE 200E PSI MIN. O'z a (0.19 AC. ) NCH K: '� rn °O°0°O°0°0°0 ' ° r CURBING SET IN EXISTING PAVEMENT. • PROPOSED ACCESS COVER w FLOOR SLAG 1S, �� `n' O O°O°0°O°O°0 0` 00 QUT NEAT LINE 6" FROM CURB LINE AND REMOVE o L 21.07 ` 00°0°0°0°0°p0p0 "31NDER, BASE AND STONE. REPLACE 4J 0 0 0 0 0 0 0 o WITH .CEMENT CONCRETE EDGE OF PAVE NO BERM z a ^ EXISTING PROPOSED ! 20.0' PARKING C A L C U L A TO N S: BUILDING 2N0 FLOOR ' ' VERTICAL GRANITE CURBING 6"X,8" 0 17•2' cAPE do Is11Wos EDGE OF PAVE W/CURB PEXISTIN AVED PARKING CLASS CO. 1$0, �o /� / , A A' �' As PAVED WATER GATE EXISTING CONDITIONS: PROPOSED CONDITIONS: 8' q A N E M E N C 0 S S S E Q TI O N OFFICE: 1038 SF (1/300 SF) = 3.5 SPACES OFFICE: 1038 SF (1/300 SF) 3.5 SPACES STORAGE 1038 SF (1/700) -1.5 ^� „� / �� i� R� NOT TO SCALE 4t•0 PROPOSED ELEVATION TOTAL SPACES REQUIRED: 3.5 / 1A � N TOTAL. SPACES REQUIRED: 5.0 ? Sp / ,` -41 EXISTING CONTOUR 10 SPACES PROVIDED (INCL. 8 OFF-SITE) gCfs ! y4,��? o y PROP. 3"CAL. TREE PROPOSED 3' CAUPER / TREE / ?O GENERAL NOTES: SUPPLEMENTAL PARKING ,/ `21 PER AGREEMENT WITH ABUTTING PROPERTY 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS OWNERS. ?O APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING #80 CEDAR STREET 3p ss' CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE b VINCENT CEDAR, LIMPI REALTY TRUST ?30• MAP 343 (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR �j DB CEDAR PG 40 f PCL 5 EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. - �Iv SITE PLAN 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS / G # SS PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD Ir REINFORCED NEW BLACK RUBBER Q`� �2 / O / OF LAND IN SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 4 ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. " HOSE (1/2» ID) w 2 AND BARNSTABLE ,HEALTH REGULATIONS. O� �� / 1Sra" 5� / T 3. VERTICAL DATUM IS NGVD29 DOUGAL ANNEALED 12 2GA MA MAP 343 �' /q� FM�N; " _BARNSTABLE (HYANNIS) MA � n P#80 ��\``° �$F��ar � PREPARED FOR 4• TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 12/00• `� TRENOWRAP. UP ENDS / D pE ISLANDS T SSTT 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. 111 II 3 STAKES EOUN.LY 9QACED a / / CAPE & 1 S LANDS GLASS AROUND TREE 2 i/AIL LOCATION APPROX. / ` m/ ry 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO �1` I/ SPACED V-0" FROW47M G.I.S. / / �o/ # ! � IYANNOUGH ROAD BE USED FOR PROPERTY LINE STAKING. STAINED DARK BROWN. 7. SEPTIC COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 1 II STAKES DRIVEN AT ANGLE AND INSPECTION BY OWNERS ENGINEER AND BOARD OF HEALTH AND PERMISSION OBTAINED. 11 II PULLED �C_AL WITH WIRE ?0.0• MIN 4'-D" BURIED � 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. �` II EXISTI.47 SCALE: 1 ' = 20' DATE: 2/14/01 V-4" MIN 3" DEEP SAUCER PAVED PARKING\ 9. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. MIN I REV.: 3�2� �0� (OFF SITE PARKING, � 10. PROPERTY LINE INFORMATION FROM PLANS AND DEED AND SURVEY INFORMATION WHICH MAY BE 3' DEPTH SHREDDED BARK MULCH ` SEPTIC FLOW. MISC.) SUBJECT TO SLIGHT MODIFICATION DEPENDING ON ADDITONAL SURVEY WORK. J. 11. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, -'.":':. •: >�,. E REV.: 3� H�O2 (ESMNT, DUMPSTER OR NEIGHBORING PREMISES. "'• �� :�; he OCE pA'vF FOOTPRINT) REMOVE BURLAP F TOP -: HALF OF ROOTBALL �A '•.'" r,.,;; R��ti/r;,l„• off 508-362-4541 M -'`5`; :3•;;'- COMPACTED SUB-GRADE fox 508 362-9880 SOIL MD( OF I •�.: ' I I ; SITE PLAN �` SCALE: 1"-20' u o�� ARNE yG down cape engineering, Inc. 20 0 20 40 60 Feet H. 12' 12" � 30M °e CIVIL ENGINEERS MIN MIN 3 46AID CJ j a s Q LAND SURVEYORS TREE PLANTING DETAIL :. DATE oJALA, 939 main st. yarmouth, ma 02675 -7./1