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HomeMy WebLinkAbout0012 ANGUS WAY � r '�r�µ c'rnpx` f��.�'z T l'f1 5 :�, '��» Fx t4. r,,. '., a ��;s `e, ,. � y K°',.' .� :.�,sx, M`� � � �,. #�" ....`t` r.N '';93 �,H'x'` �w`� R +.;s � ttys a`.: % .:q >pi. L f�-- �. � . .....�.: .:4..a5 ,`_ ,ff,. ;,y is;,.iF� ,�s�ftk ,,c'r 7'i �`L+ �$'+.e���� f �,T �. ,�Y '� �'ryl,.�i r rf.�:� y.•: FfF...�a,. rk „p.:.., .�,: .i � .:.. •;� Y.,{`, �. r�-•r �:1;, v �'��:�� ���a.Nr �'�'P:, 2'�] d �A `i�"�rl 4.. ;.�5 rq!'F� '.{. .A �� �•.4 y� ..s., � �� "'�' ,. .. .a ?.4� .., � ., �' '.1 f :',� 3 .#�., 9 �..:��` r�i.4.���i'',�. _ .4, �., ky ..-w '>�", '�-, „� v M1�..tiw u� �.�5.�. fr�. yy :e;is .�. '[. `� "� _ �.. y�. .r� :f��+`O � J ��, }::.i:.. � +i.,e �.:� :� 5 rim a� ,�. � �i. fl .; .l r � :, s �:'�" ,s :a^,r�v. -�` .,y � .•i,, `�F� �;may ,C:r.+„ - .3 _ "'t _ a, ,: c _ _ e _ 3".. = rt++d�:4r, 'PCs'�i,;rt x'.`G,°.. � 4 ' G.�� � -�.. . :. ,� .�. �" ��ri 8,. "� 4 Y, ., -�: ,�v` c� ..one` 4 �. � -. h Esc a, o ... -- , s i+;: f . . , <` ,. j _ ," o i .. .. �,. � � •_ �.� ,.. .', 4 _ � , � .. ., A 7 F ,. .. - r. .. .. �-; ., ... �.. c � .. .,. � . ` .:, _ � , .. _ ., . i 8 6 M .. - '. . - . e M1 �i r n f f .. � ,.. M �, ., .. - ... .- -. �, _ ,. �::. .: ;:�.. t • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # Health Division Date Issued A10 1 Conservation Division Application Fee P v Planning Depf. Permit Fee ���"'TTGii l Date Definitive Plan Approved by Planning Board L.J Historic - OKH _ Preservation / Hyannis Project Street Address S/Al)" Village 4 �14dc Owner / L &.4me- Address**&" `J-J A—V CxA�&A-r_ Telephone 9W. 30_14_1179f Permit Request ° -r-ft-L a o o F !'M®uj 1 , rl,141 H InO L9"T i*44L- SysnnCeA� 610) Q7 kw) Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District FF���Flood Plain Groundwater Overlay Project Valuation 096onstruction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's HHlghway: C5"Yes No _ ZZ Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other _ :. 0 a Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) n ` Number of Baths: Full: existing new Half: existing h new _ Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas 0 Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use . 4 APPLICANT INFORMATION r (BUILDER OR HOMEOWNER) Name 459 jky,&A .144, , Akxa.) 5WrS Telephone Number Address Awnw S' r' License # ' ® 5:` ✓�� � Home Improvement Contractor# L ® yak Worker's Compensation 5oe ` Jl3; ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO &*M5'rAkA.�. SIGNATURE 0/URE DATE ��, I� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. _ � r� j: ADDRESS -f. VILLAGE ' Y OWNER '} DATE OF INSPECTION: FOUNDATION { FRAME INSULATION f FIREPLACE ELECTRICAL: ROUGH FINAL - a4 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 1 , , 2 _ DATE CLOSED OUT 5 w , � • yY - c ASSOCIATION PLAN NO. . • The Collyll0)!iltPAlth B,f'MQUQCkMeft offlei M0 Was on St red Bost©rt MA 02111 WMAMMLgouldia. Workers'Compensst OlUb s Ihmee Affidavit %Mers/ContraetorslEt ehma/Phnmbers nplieaat Please Pant Le :!bl.► Naive(BuaineaY/(honondvicbatrtL ; - ,Gi Adairess: /2 r. 4S �T �i /S�te/Z' : : AJA' S 2/ 0 Phtule#: Q S-10, Are yoll all .Cbe&the Hpllrr4pF g bow ' ✓ (}d 1' f a�a �aritb I am a Type of Project(rem . genecal.conuactor and I employees(Earl and/or part-time)_*. have lured the sob-cone 6 0 New c wbucdcm " 2.Q I am a sole Waprieoor or-partner- listed on the ached shy 7 (j Rig ship and have no employees - Thesesub-comunclMhwe. w6eding for me in any capacity-, emplo]ees and have sr 8' ®Domolidw. [Ne wurls'clonw.MSMMRM cDtttps.ice 9. Q Buff&g addhion rcgnirea l S_D we are avagwzatfon and its 10. . 3_0 I-am a ho�aerdoing atl xnsrlc ot�s have d Q oradditic�s myself[No worketsi cx� right of exMp�*MG 11•0 Plumbing repairs oradditions insurancereq*u &] c.152,-f1(4).and wenaveno 12.0Roofrepairs 3a.❑ lamahomeaWneractingasa employees.[NowolicW 13' Other gedecal (refe;td ga) contp.iISMUM AVappUmadm psi ai�sn�ma ,�,a,;�gauar� oPSoa R '' �o�irdbam+tsv�ria�aang,�ya�e,�agau.v�tanar�hae omtheteDedc baoc,a s �adat Shm-A-ftthem=of 'ft m csnbm�aa�►at6aanci g � .�ft6e have ,�j,,a�rcyioviee w •�, ydSMe®he&werMftwwnowbm I rite nor emploperih .�� ,con, It 01l1 '" rAV MWteyeft AWOM.is tfre poky f wzwce cmaimmy Narita: ) Police. or elff-ins.Lic.#: lr}��_ r�T�20 13 A Fapuauoa Dam � b Job Site Address: S 1 ::: Aftach a copy of tte werkeW e>t3►IS Ir ,��� 9&k Zzj 04 policy declaraifoa page(stiowtngPOWYaVbvdoa datek Failu m to sere coverage as roinked mder Saftn 25A of MOL c.152 can lead to me finousitiaa of fute up to SI.500A0 and/or one-year iim*onm;as weds a4 Civil.per in fire form of a STOP WORK penalties of a ofdp m V50Maday against thewiblamr. Re dmtacopy of dus st�ement ORDER and a fine InYesugad0w ofthe DIA fur iarance aavezage vedfiration. .may be farwardal to die Of 5m of Ida herebyJudq thepoitasairdp efPall�, 11refafonmadho pmyg plravehrtrrrr and care i - mw D t moo }. fJa rmtxv�iad*arm to he tetert by C*y or Ann o My or Town: Permimcease p g A (drde one): 5rd Boa of Health L`Building 0gw1meut ICltylTom ClarkL Inspector.5 Plumbing Inspector Contact Person: PhonE Client#: 18348 2E2SO A'CORDrr CERTIFICATE OF LIABILITY INSURANCE D0813o 20113 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER -NAME:CONTACT Dowling>3<O'Neil a/c°NNxt):508 775-1620 Fa No):5087781218 Insurance Agency E-MAIL 973 lyannough Rd., PO Box 1990 ADDRESS: Hyannis,MA 02601 INSURER(S)AFFORDING COVERAGE NAIC a INSURER A:Acadia Insurance INSURED INSURER B:Associated Employers Insurance Jason Stoots Solar,Inc. INSURERC:Union Insurance Company a 120 Chase Street INSURER D: Hyannis,MA 02601 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LIMBS LTR INSR WVO POLICY NUMBER MM/DD MM/DD A GENERAL LIABILITY CPA033453213 22/2013 0412212014 EACH OCCURRENCE _ $1 000 O00 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED REMISES Ea occurrence $250000 CLAIMS-MADE I ^I OCCUR MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO- LOC $ C AUTOMOBILE LIABILITY MAA033967113 /22/2013 041221201 COMBINED SINGLE LIMIT Ea accident 1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED �( SCHEDULED BODILY INJURY(Per accdent) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ A X UMBRELLA LIAB X OCCUR CUA033453413 22/2013 0412212014 EACH OCCURRENCE $1 o0O 000 EXCESS UAB CLAIMS-MADE AGGREGATE $1 OOO 000 DEC) I X RETENTION$0 1 $ B WORKERS COMPENSATION WCC50050080412013A 3/16/2013 03/16/201 WC X STATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN N E.L.EACH ACCIDENT $500 000 OFFICERIMEMBEREXCLUDED? � NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 c DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Jason Stoots and Alison Alessi are excluded from the worker's compensation policy. Certificate holder and Massachusetts Clean Energy Technology Center are named additional insured for general liability on a primary non contributory basis per written contract.General Liability and Umbrella policies include coverage for independent or subcontractors and"Residential Work". Insurance coverage is limited to the terms,conditions,exclusions,other (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Barbara Ruane SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 12 Angus Way ACCORDANCE WITH THE POLICY PROVISIONS. Centerville,MA 02632 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 2 The ACORD name and logo are registered marks of ACORD #S116713/M116712 KKM ,J r - - Z'J' Solar ti r_ Photovoltaic Installations a c E2 SOLAR INC 831 Main St. Dennis, MA 02638 0:508.694.7889 C:(508)237.3892 CS License#CS090293 Home Improvement Contractors Lic.#160360 e2SolarPVCDamail.com Contract for Photovoltaics OWNER'S NAME: Paul Ruane PROJECT ADDRESS: 12 Angus Way Centerville MA 02632 1. PARTIES: This contract(hereinafter referred to as"Contract") is made and entered into on.this 23'd day of August, 2013 by and between Paul Ruane (hereinafter referred to as "Owner"); and E2 SOLAR INC. (hereinafter referred to as"E2Solar"or"Contractor"). WHEREAS, Owner seeks to have one (1) . its DC KW grid tie solar photovoltaic (PV) system, hereinafter called "the system" professionally designed and installed at the above-named project address. WHEREAS, Contractor agrees to install the systems in accordance with all local code requirements and in accordance with current National Electric Code. WHEREAS, Contractor agrees to install the systems in a professional and courteous manner, leaving the job site secure and clean at all times. THEREFORE, In consideration of the mutual promises contained herein, Contractor agrees to perform the following work: 2. GENERAL SCOPE OF WORK DESCRIPTION 2.1.) System Specifications: i i/�- ien The. 4tlB do Watt PV system will consist of eiiehM Sun Power 327 Watt photovoltaic modules mounted to south facing roof area. The photovoltaic modules will be mounted to the roofs using Unirac mounting system. All roof penetrations will either meet or exceed the local building requirements. In addition the system will.consist of one (1) UL listed PVI-3000-1-OUTD-US-F (240V) inverter to be installed near the electrical service panel. The AC disconnect will be located on the exterior the house, near the service entrance, with all appropriate signage posted as required by the utility. This system will connect to the electrical grid via the grid tie inverter. This system will not include a battery back up system, meaning the system will not produce power in the event of a g_ower outage. THE EXPRESS WARRANTIES CONTAINED HEREIN ARE IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY, HABITABILITY, OR FITNESS FOR A PARTICULAR USE OR PURPOSE. THIS LIMITED WARRANTY EXCLUDES CONSEQUENTIAL AND INCIDENTAL DAMAGES AND LIMITS THE DURATION OF IMPLIED WARRANTIES TO THE FULLEST EXTENT PERMISSIBLE UNDER STATE AND FEDERAL LAW. 8.5 PERMITTING Contractor agrees to apply for and secure the necessary local building and electrical permits required to perform this work. All work performed will be done in compliance with the requirements of the local officials. 9. ENTIRE AGREEMENT,SEVERABILITY,AND MODIFICATION This Agreement represents and contains the entire agreement between the parties. Prior discussions, verbal representations or written memoranda of any kind by Contractor or Owner that are not contained or referenced in this Contract are not a part of this Contract. In the event that any provision of this Contract is at any time held by a Court to be invalid or unenforceable, the parties agree that all other provisions of this Contract will remain in full force and effect.Any future modification of this Contract must be made in writing and executed by Owner and Contractor in order to be valid and binding upon the parties. The parties have read and understood, and agree to, all the terms and conditions contained in this Agreement. Date Jason for E2 Sohw nc,Contractor Date Paul Ruane Photovoltaic Contract Page 9 of 9 E2 Sour Inc.,Contactor Paul Ruane,Owner S U N P � E R E20/327 PANEL 20% EFFICIENCY SunPower E20 panels are the'highest E O efficiency panels on the market today, SERIES, providing more power in the same amount of space MAXIMUM SYSTEM OUTPUT Comprehensive inverter compatibility ensures that customers can pair the highest efficiency panels with fihe highestefficiency inver tern, maximizing system output" REDUCED INSTALLATION COST More power per pone) means'fewer panels per ins tall This saves both time and money RELIABLE AND ROBUST DESIGN SunPower's unique.lVMaxeonT^^cel) THE WORLD'S STANDARD FOR SOLAR T'" technology and advanced module ensure reliability SunPower T"" E20 Solar Panels provide today's highest efficiency and design performance. Powered by SunPower MaxeonT""cell technology, the E20 series provides panel conversion efficiencies of up to 20.1%. The E20's low voltage temperature coefficient, anti-reflective glass and exceptional low light performance attributes provide outstanding energy delivery per k peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% M 15% 10/ 5% Sri 2 . THIN FILM CONVE NTIONAL E E E MAXEONTM CELL SERIES SERIES SERIES F=_ 'j TECHNOLOGY sunpowercorp.com Patented all back-contact solar cell provieling the uidustrys highest , efficiency and re6abilify c U`O us S U N P��NE R E20/327 SOLAR PANEL MODEL: SPR-327NE-WHT-D ELECTRICAL DATA I U CURSE i.,Measured at Standard Test Coiidffiicns of 1000W/ s,AMl 5 d II-te pe Nre 25,.,C ] 7 - Peak Power(+5/3%) Pmax 327 W -�6w/m2arf 6 -1000 W/m2 _ Cell Efficiency rt 22.5 5 — - - I Panel Efficiency r1 20.1 % ; 4 800W/m� { `e Rated Voltage VmPP 54.7 V i E 3 Rated Current ImPP 5.98 A V' 2 500 W/mZ [ Open Circuit Voltage Voc 64.9 V 1 -- -- I200 W/m' -- -- _, I Short Circuit Current Isc 6.46 A 0 Maximum System Voltage UL 600 V 0 10 20 .30 40 50 60 70 Temperature Coefficients Power(P) -0.38% Voltage(VJ/K ! j Current/voltage characteristics with dependence on irradiance and module temperature. Voltage(Voc) -]76.6mV/K — --- -- - r i Current(Isc) 3.5mA/K TESTED O;PERAT,;ING;CONDITIONS NOCT 45°C+/-2"C v - Temperature -40°F to+185°F(-40°C to+BY C) '• Series Fuse Rating 20 A Grounding Positive grounding not required ) Max load 1 13 psf 55o kg/m2(5400 Pa),front(e.g.snow) w/specified mounting configurations MECHANICAL DATA t 5o psf 245 kg (2400 Pa)front and back (e.g.wind) ] Solar Cells 96 SunPower Maxeon'"cells -High-transmission tempered glass with __ __ j Impact Resistance Hbil: (25 mm)at 51 mph(23 m/s) Front Glass [- anti-reflective(AR)coating t Junction Box IP-65 rated with 3 bypass diodes Dimensions:32 x 155 x 128 mm f WARRANTIES AND CERTIFICATIONS i Output Cables 1000 mm cables/Multi-Contact(MC4)connectors ( Warranties 25-year limited power warranty Frame Anodized aluminum alloy type 6063 (black) -- 10-year limited product warranty s Weight 41.0 Ibs 18.6 kg) Certifications Tested to UL 1703.Class C Fire Rating -DIMENSIONS 2X 11.0(.43] MM (A)-MOUNTING HOLES .(B)-GROUNDING HOLES 2X 577i22.70) I 180[7.07] (IN) 12X 06.6[.26] LOX 04.2[.17] 30(1.I8] 322[12.69] I 4X 230.8[9.09]— I � I I o 8 O 1 h N o ENDS r I N o 155 [61.39] 46(1.811 �- (A) 915[36.02] 1200(47.24) 12[:47] 1535[60.45] Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. m 2011 SunPower corporation.SUNPOWER,the SunPower Logo,and THE WORLD'S STANDARD FOR SOLAR,and MAXEON are trademarks or registered trademarks s U n p o W e r C o r p.c o m w of SunPower Corporation in the US and other countries as well.Al Rights Reserved.Specifications included in this datasheat are subject to change without notice. Document#001-65484 Rev'B/LTR-EN r CS 1 1316 Sri #s1 1 or :)-: '.It'_f _ - _ _ _ --_ '�_---}:_:< _Wit•:.:=_._.__ _I:ef)}l:—_- _ —it _ _�I:-_I _-:,�:•:r::---.ir:is tJ[-:[::::.' I,:;:— _] 7L'%=-c-_- _ ---Sid-__.��_i:f�' •� -r_t e� - a'7:=r:_:-c.•'-:3 -:x:"= Si��- ii �' a.;r_r -Tn= _}:_ :.S rt zf. - r GENERAL NOTES: 1. PANELS ARE ATTACHED TO EXTG o ROOF STRUCTURE WITH o 16"X 5"SST HEX LAGS,48" EXT'G 2X8 RA g OC. TYP. t 12'- "SPAN 16"OC a Q 2. ALL RAIL AND (10)PROPOSED u~i MOUNTINGS ARE RATED SUNPOWER 327 WATT z J FOR 125 MPH WIND MODULES,TOTAL J LATERAL LOADS ARRAY: 3.270 kW o a w 3. EXISTING ROOF s PARTIAL EAST ELEVATION a a z FRAMING CONSISTS OF - �/8'-+'-o' a a a U T 2X8s 16"OC 52'-0" TITLE: PLANS & ELEVATIONS E (10)PROPOSED WW cm� $ SUNPOWER 327 WATT co N 4 MODULES,TOTAL Wco N tAM > m ARRAY: 3.270 kW =Z an d U� o N d r2"N PARTIAL SOUTH ELEVATION SUNPOWER 327 WATT MODULES,TOTAL ARRAY: 3.270 kW Date: 10.01.2013 . Sheet: PARTIAL ROOF PLAN PA A- 1 r • L-Footmaterial:One of the following extruded aluminum alloys-6005- T5.6105-T5,6061 T6 Ultimate tensile:38ksi,Yield:35 ksi Finish_Clear or Dark Anodized ' L-Foot weight:varies based on height:—0.215 lbs(98g) • . Allowable and design loads are valid when components are Beam`''"; - it assembled with SolarMount series beams according to authorized _- t. ��"c�-�--Bolt UNIRAC documents + L-Foot For the beam to L--Foot connection: ' / 1-' •Assemble with one ASTM F593 3/-16 hex head screw and one rat .t AM F594', /serrated a nut ` Flange It+u�� -• _�"� � 9 � •Use anti-seize and tighten to 30 Mbs of torque Resistance factors and safety factors are determined according to par 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory X NOTE: Loads are given for the L-Foot to beam connection only;be sure to check load limits for standoff,tag screw,or other attachment method 3.01 Applied Load Average Safety Design Resistance �xwe Direction Ultimate Allowable.Load Factor, Load Factor, r lbs(N) lbs(N) FS lbs(N) Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2-63 1069(4755) 0-575 Dimensions specified in inches unless noted Compression.Y- 3258(14492) 1325(5893) 2-46 2004(8913) 0.615 r Traverse,X= 486(2162) 213(949) 228 323(1436) 0-664 f FLANGE NUT _ END CLAMP OP MOUNTING FLANGE NUT CLAMP MID CLAMP T—BOLT UGC-1 CUP - T—BOLT SOLAR MOUND RAIL T—BOLT' , UGC-1 - CLIP- z" RAIL . 00 p y. 000 'Installation Detail:' 00 "a-FRom . 11 ©2goa uNIRAC. INC. SolarlVlount bail t aaOADWAY 9LVO NE To tin Clam ` AWUQMQUE NM 87102 USA P Mounting - PHONE 505242B4„ Universal Grounding Clips UNRAc.Cou URASSY-0006 ` �cu.w.o� foil—lSCw—i CGr?oL S/2uni,C[amp_9�xg. 8J22J20n-.� ' .. STANDARD , RAIL L FOOT 3/8-16 X 3/4 F HEX HEAD BOLT 3/8-16 FLANGE NUT , �O 48 - 7_ . 17- 001ulm0 OOO ---- installation Detail O ©2008 UNIRAC, INC. — SolarMount bail ,4„ DROADWAY own NE _ L-Foot Connection MBUMAMQW NU 87102 MA PHONE 505242-6411 UNIRAC.COM URASSY-0002 f QuikFoot—Product Guide Cut Sheets:QFL-812 "r F 1. A. R3/8" 1/32 ' tZ 12" t� >g + Q } r 3" A 9/16 Q ° 9 - 877-859-3947 Committed tr.the Sup portofRen-:^.ableEnerg, C>Ecol`istensal at'All contentpot:-WurvJ>rcop,RightAlIrightsres-rveiv2p8J2,31 TM � A�— 3.3 �,... �.'(,•1,n HW7, ,''''R'4t• , •C!�r;!l,i'� '�'I.d ;G'!'f.+ ~"•a ,, It I,�,'• i4t,o. �ij�l�• � „ 1 .•.' ,.•. ,`i`y +t,7!' 1„• I,, ,�i This is to cc fy that Jason 0 s 120 Chase Street, Hyannis, MA 02601 s� CC t , e cssfidll� completed.the 8hour course •.,,•''• '•.i,.,l Renovator Initial - English P'ursuant; 1.o •0 q C L'R Part: 745.225r� I. Course Location Shepley Window Showcase 15 Ben Franklin•Way Hyannis, MA 02601 °I June 7, 201.0 June 07, 2010•,;� June 000rse Dates f l E�;trrllnation-Date R-1-18398-10-05939 2015 y -�G -�?._•• ...__ i �6 V ;97., Certificate Number r'�tplration Date Tra. Inlnrg Director ' ,.. lu Upton 1--rlvo1 Olrrtington G'IIn,,i��/�,� ''' 'il:l1;.+, i't��r , cl 7tl•'�,514,�,r'�- 11 1 ,., ,• ,.�•�� �•�� ,, ,�• �r: a••../r•• �n,vtli.ic•,'•..irrlirt,.r.•;.�rn 1 •I. 1 i•, �,i.,, I. 1 1 :I 4� I 1 • f 120 CHASE.ST ---- HYANNIS, MA 02601 Update Address and return card.Merit reason for change. ❑ Address `� Renewal C] Employtnent I—] Lost Card SCA 1 G 20M•05/11 r;7/r Ye't „ 1ee,)w,(•„///r,/ License or registration valid for individul use only t Office or consumer Affairs&Busifess lieguta(lost OME IMPROVEM before the expiration dale. If found return to: ENT CONTRACTOR ly Type; Office of Consumer AI'1'uirs and Business Regulation 11. }:_.-Aegistration: 160360 10 Parlt Plaza-Suite 5170 ' 1.=expiration: 7/16/2014 DBA Boston,MA 02116 E2 So R JASON STOOTS 120 CHASE ST � �_-- , _.......... 2601 Undersecretary Not valid without signature NNIS MA 0 Undcrsc Y HYA , 1 g Massachusetts -Department of Public Safety Board of Building Regulations and Standards JASON STOOTS License; CS-090293 • '+ "•h1C JASON D STOOTS' ' PhotoV01talo Installations 120 CHASE ST 120 Ohase Sireat HYANNIS MA 02601 MA OS License d90293 Hyannis MA 02601 �lABO�P 11 83608lS sell:508237,3882 ImlhB0JEn It 93- oilicefift 608.775,4386 �. 1 cxpi ration Jason®e2solaroapeaod,com � 1 www.92solarcepecad.00m Commissioner 04l28/2014 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION t. A li �S cc) Map Z�_ Parcel 0,� pP ication # 6/ 1 Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee: Date Definitive Plan Approved by Planning Board S/I '13 Historic - OKH _ Preservation/Hyannis Project Street Address I Z Village �1lIIj',i2y t �� Owner em/- el ► �} �ilV�Vl G� ; Address 7,7 ► V1G K WYh4 Telephone Permit Request TO ib 74 'X :° Square feet: 1 st floor: existing-&-proposed 2nd floor: existing — proposed — Total new Zoning District Flood Plain Groundwater Overlay Project Valuation _S";I= Construction Type Lmo> Lot Size 1! .a) Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) o ^, Age of Existing Structure SL Historic House: ❑Yes �No On Old King''"` ighway:wl Yej53 No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq. } Number of Baths: Full: existing new Half: existing ne'�v 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: ❑Yes No 'Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing �a new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use ►r�f�v�;r,H. 4 Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name MCL 1,�w s Telephone Number SVJ-yM � D f 7 Address IT I k,kl Qtl, License# ? 0]y vo t+ Home Improvement Contractor# ld U Worker's Compensation # IAC, 5'31 ALL CONSTR ION DEBRIS SULTING FROM THIS PROJECT WILL BE TAKEN TO e"Q'S� SIGNATU DATE S FOR OFFICIAL USE ONLY : f APPLICATION# �-&A E ISSUED SOT F r - /.PARCEL _ _ NO:<_. .f _ _ . _ _. { ADDRESS VILLAGE OWNER DATE OF INSPECTION: x FOUNDATIONtC7(o i FRAME INSULATION�L ,%[''�j, FIREPLACE ELECTRICAL: ROUGH FINAL i PLUMBING: ROUGH FINAL G Y GAS m CTPS u ROUGH R-Ar,;� ti=_ FINAL y +a FJNAL BUILDING anp Trg l rw:DATE CLOSED°.OU,T. -1 ,, ASSOCIATION PLAN NO: t „i. . The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumber's Anmlicaut Information Please Print LeLribly Name(Business/Organization/Individual):_ LACt1�'bNDSIV]LbIdICo 1651(Q Jli' 1rllil� Address: - 13 7H Atilk fUL UV, City/State/Zip: ©1111 i , a 6 4Z G 3 S Phone#: 'POO -Us-L1®27 Are you an employer?Check the appropriate box: Type of project(required): 1.N 1 am a employer with 4. ❑ 1 am a general contractor and 1 6. ®New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet.+ 7. []'Remodeling - ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself [No workers'comp. c. 152,§1(4),and we have no 12.❑Roof repairs insurance required.]t employees. [No workers' 13.[1 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. 1 am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name:_. �.1'F319'2'fLl VldlrYl)1� Policy#or Self-ins.Lic.#:U-06 6' 31-S ON 11 77— 014 •Expiration Date: Job Site Address: ll!& (.t7 City/State/Zip: 4 _ oil vVl ✓,� Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration,date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment;as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the D1A for insuran coverage verification. 1 do by erti under e p s nd penal 'es of perjury that the information provided above is true and correct. Si ature: Date: Q Phone#: Official use only. Do not write in this area,to be completed by city or town official . City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing inspector 6.Other Contact Person: Phone#• CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD1Y1fYY) �- 128/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER LEONARD INSURANCE AGENCY INC CONTACT NAME: 683 MAIN STREET PHONE " No Ext: 508 28-6921 FAX Arc No: 508 420-5406 OSTERVILLE, MA 02655 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC 9 INSURERA: L'be[ty Mutual Insurance INSURED INSURERS: LAGADINOS BUILDING& DESIGN INC 13 THANKFUL LANE INSURERC: COTUIT MA 02635 INSURERD: INSURER E: INSURERF: COVERAGES CERTIFICATE NUMBER: 15338240 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LTR INSR WVD POLICY NUMBER MMIDD!YYYY MM!DD!YYYY LIMITS GENERALLMILFY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence S CLAIMS-MADE OCCUR MED EXP(Any one person) S PERSONAL&ADV INJURY $ GENERAL AGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S POLICY PRO LOC S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) S ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) S NON-OWNED l PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ g $ ¢ S A WORKERS COMPENSATION WC5-31 S-384117-013 1/2/2013 1/2/2014 WC STATU- QTpi AND EMPLOYERS'LIABILITY Y LN ✓ TORY LIMITS CK ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500000 OFFICER/MEMBEREXCLUDED? N NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT Is 500000 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES-(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Workers Compensation insurance coveracie aonlies only to the workers com ensation laws of the state of MA. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE EARL ATCHUE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 41 AUNT JANES ROAD ACCORDANCE WITH THE POLICY PROVISIONS. SOUTH YARMOUTH MA 02664 AUTHORIZED REPRESENTATIVE llll / (j Jeff Eldridge ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD CEAT NO.: 1533H40 CLIENT CQDE: 1518989p Anne Chandlpl, Pie/20 3 5,.?y:4,1 Am PaagcI of.1 certificates. - TThhis certi icate cancels and su ersedes AAl1 i Duane Garage 12 Angus, Way Centerville, MA AWC Guide to Wood Construction in High Wind Areas: 110 nzph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Q Check ' Compliance 1.1 SCOPE Wind Speed(3-sec.gust)............................................... ................... ..................:..............................110 mph xx WindExposure Category.................................................................. .............................................................B xx 1.2 APPLICABILITY Number of Stories .......................................:......................(Fig 2)............................ 1 stones <_2 stones xx Roof Pitch ..................................................................:.......(Fig 2) ...........................................7/12 <_12:12 xx Mean Roof Height .......................................::.:...................(Fig 2).................................................16 ft <33' be Building Width,W.......................................`.......................(Fig 3)..................................I..............tt) ft <_80' xx BuildingLength, L ..............................................................(Fig 3).................................................aft s 80' Building Aspect Ratio (Fig 4 1.15 <_3:1 Nominal Height of Tallest Opening2 ....................................(Fig 4)................................................7'6" -<6,8,E xx 1.3 FRAMING CONNECTIONS General compliance with framing connections...........:........(Table 2)...:::..........::...........:::.:............................... xx 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.....................................................................................-. ........:.................:.......... xx ConcreteMasonry.................................:.................................. ................:. 2.2 ANCHORAGE TO FOUNDATION'•3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only , Bolt Spacing-general ..........................................(Table 4).............................................. 24 in. xx Bolt Spacing from end/joint of plate ............................(Fig 5)...................................'.6" in.<_6"-12" xx Bolt Embedment-concrete.........................................(Fig 5).................................................12 in. >7" XX Bolt Embedment-mason ...........(Fig 5 > xx Plate Washer......................................::.......................(Fig 5)...........................:.........6".......>_3„x 3"x,%" xx 3.1 FLOORS Floor framing member spans checked .....................`.........(per 780 CMR Chapter 55).................................... _ Maximum Floor Opening Dimension...................................(Fig 6)...........................o ft<-12'or U2 or W/2 _ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)'PO4 .. Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)........................ 0 ft _ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)................................................... ft <_d Floor Bracing at Endwalis............................:......................(Fig 9).......:............................:..:.......:...............:... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)........................ _ ...........(per 780 CMR Chapter 55 ..in.Floor Sheathing Thickness ...:.................................. (P P )....................... - Floor Sheathing Fastening .................... Table 2).. d nails at 6" in edge/z infield " 4.1 WALLS Wall Height Loadbearing walls.................... . ......(Fig 10 and Table 5 ...........................9,0"ft <_10, xx Non-Loadbearing walls................................................(Fig 10 and Table 5)...........................9'0"ft <_20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... 16"in.<24"o.c. Wall Story Offsets .......................... .............................(Figs 7&8)............................................—ft <_d 4.2 EXTERIOR WALLS3 Wood Studs - Loadbearing walls.........................................................(Table 5)..............................2x 4 - 9 ft 0 in. Non-Loadbearing walls................................................(Table 5)..............................2x4 -8 ft 0 in. Gable End Wall Bracing', Full Height Endwall Studs...................... ........(Fig 10 Truss WSP Attic Floor Length................................................(Fig 11)............................................... ft>_W/3 Gypsum Ceiling Length if WSP not used ........:..........(Fig 11 ft>0.9W- 2 x 4 Continuous Lateral Brace @ 6 ft.,o.c. .. (Fig 11).............................. ............................. Double Top Plate Splice Length . .........................................................(Fig 13 and Table 6).....:...................._.........4 ft Splice Connection (no.of 16d common nails)..............(Table 6)...........................................................1ra- ' i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone' Massachusetts Checklist for Compliance(780 CMR 530i.2.1.1)' Loadbearing Wall Connections Lateral(no.of endnailed 16d common_ nails)..............(Table 7).. ......................:.............................2 Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)..........:.............................................2 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ...............................................:........(Table 9)..................................9 ft 0 in. <11' Sill Plate Spans ........................................................(Table 9).................................._ft_in. :5 11' Full Height Studs (no.of studs)...................................(Table 9).................................... ..... .....3 XX Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).......:..........................6 ft 0 in.5:12' Sill Plate Spans...................................................::......(Table 9)...::.............................3 ft 0 in. <_12" XX Full Height Studs(no.of studs)............ ................(Table 9) ................2 XX Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .......................................................................7,6„_�68" XX SheathingType..............................................(note 4)...................................................... 1/2"C Edge Nail Spacing................................:........(Table 10 or note 4 if less)........................4 in. Field Nail Spacing..........................................(Table 10)................................................. 12 in. XX Shear Connection(no.of 16d common nails)(Table 10).................................................::i1ft.— Percent Full-Height Sheathing.......................(Table 10)....................:..........................4.6._% 5%Additional Sheathing for Wall with Opening>68"(Design Concepts).............:..:.... Maximum Building Dimension, L Nominal Height of Tallest Opening2..................................................................6'J8".._<_68" XX SheathingType............:........:...............:........(note 4).....:...".:..........................................1 2 Edge Nail Spacing..........................:..............(Table 11 or note 4 if less)........................4 in. XX Field Nail Spacing P 9..............°...........:...............(Table 11)....:....:.:......:.............................. 12 in. Shear Connection(no.of 16d common nails)(Table 11)...........................................3/..ft...... XX Percent Full-Height Sheathing.......................(Table 11)..............................................39+5 % 44% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.....................:........................................ .......:.. ................................................... 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ..............................................:....(Figure 19)..............n_ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12).......:..... ............ ................U=454 plf Lateral.............................................(Table 12)............................................L=264 plf t Shear...............................................(Table 12)............................................S=116 plf Ridge Strap Connections, if collar ties not used per page 21.....(Table 13)..............................T= plf Gable Rake Outlooker.........................................(Figure 20).............. .5 ft:5 smaller of 2'or U2 XX Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)..............................................U=625 lb. Lateral(no. of 16d common nails)...(Table 14)........................................L=243lb. Roof Sheathing Type F WYW99°............................(per 780 CMR Chapters 58 and 59)......... XX Roof Sheathing Thickness .... I ........... ......................................11116! in.>_7/16 WSP n Roof Sheathing Fastening..... ..................... XX (Table 2)........................ .................6...._:= Notes: 1. This'checklist chec_list must be met in its entirety,excluding the specific exception noted in 2;to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure.17 e. Corner Stud Hold Downs per Figure 18a ' 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate,in exterior walls shall be a minimum 2 in. nominal thickness. pressure treated#2-grade: AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7ao CMR 5301Z.1.1)' 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper_attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment 'r AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)I -MEN THIS EDGE RESTS ON FRAMING USE&i NAILS " ATGbx 11 11 • it 11 11 t ` 11 11 11 I I 11 11 . 1 . 71 11 11 1 H 1-I 1 11 11 1 11 Il - 1 - I! 11 1F,F 1 - I t J I J I Q 1 OD h ri � Q II 11 Ir 1 4L - - 11 11 /1 1.1 11 W i i A I S 1 d - • I I 11 11 1 - u 1 11 rl JI 1 rl _ iI 1 !I tt t WUSLECDGE WAIL SPACiIN ti PANLL 1 See Detail on Next Page Vertical and Horizontal Nailing ' for Panel Attachment r f AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' r' .. ccz *1 1 f 1FRA6AING MEMBER$EDGE IT ERMEDIAT£Z 1 I r 1 1 1 -- - ------- STAGGERED L.J.MIN. MAIL PATTERN PANEL PAWL EDGE " DOUBLE NAIL EDGE 5PAMG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment Office of Consumer'Affairs and'B sirie'ss Regulation 10 Park Plaza- Suite 5170 Boston Massachusetts 0 2116 Home:Improvement Contractor Registration Registration: 104804 }, Type:. Private Corporation Expiration: 7/15/2014 Tr# 226379 LAGADINOS BUILDING &,DESIGN, INC Nicholas Lagadinos 14'i 13 Thankful Lane Cotuit, MA 02635 k ) vie• 'y4 f`. � F - ' u pdate Address and return card."Mark reason for change. SCA 1 io 20M-05/11 Address Renewal Employment Lost Card Office of Consumer Affairs&Busi ess Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: a egistration: 1104804 Type: Office of Consumer Affairs and Business Regulation' xpiration:„Z[1512614. Private Corporation 10 Park Plaza-Suite 5170 t Boston,MA 02116 LAGA INOS BUILDING$ DESIGN' INC Nicholas Lagadinos yz 13 Thankful Lane Cotuit,MA 02635 Undersecretary Not val' witho signature e NhIssachu ctts- Dcpail i nt_bf Public afch Board ¢t'Building.Rc uluti().n.%and Standards Construction Supervisor License License:. CS 12653 NICHOLAS A LAGADINOS r 13 THANKFUL LANE v COTUIT, MA 02635 Expiration: 7/16/2013 Tr#: 19980 I °FTME T° Town of Barnstable Regulatory Services � sAR1vSPABLE. � t MASS' Thomas F.Geiler,Director P� a63g. 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 as Owner of the subject property l p pertY hereby authorize 1�l% a� -d 0 -f - 1-� V to act on my behalf, in all matters relative to work authorized by this building permit application for:. 1?- ` A(�2vs i> 4v (Address of J ) S' tore of Owner Date pew Print Name Q:FORM&OWNERPERIMSION ` Job C �' ' Truss Truss Type Qty Ply 37676 FINK 14 1 IRuane Cottage Garage 76 T01 Job Reference o bonal Quick Build Truss Co.,Inc.,Swansea,MA,RE 7.250 s Nov 19 2010 MiTek Industries,Inc.Tue Apr 16 09:13:19 2013 Page 1 QQ ID:s7sj8zKRSCmFle?k_TeHlzQCEF-KKQ555yCmKdsvDBlh_tpzH88YBJn8jmDxPK E () V 0 6-8-13 13-0-0 19-3-3 . 26-0-0 - -D 68- 6-8-13 6-3-3 6-3-3 6-8-13 8- , 54_ D ',I FIT ,.Sa4 p 1.5Ya U G E T1 F B G B1 B2 zs _ H az 0-0-0 0-0-0 8-9-14 17-2-2 26-0-0 8-9-14 8-4-5 8-9-14 Plate Offsets X Y: B:0-2-0 O-1 8 F:0-2A 0-1-8 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.28 H-J >999 240 MT20 197/144 (Roof Snow 30 Lumber Increase 1.15 BC 0.86 Vert(TL) -0.41 B-J >749 180 BCDL 10.0 Rep Stress Ina YES WB 0.41 Horz(TL) 0.08 F n/a n/a BCDL 10 BC 0.0' Code IBC2009/TPI2007 (Matrix) Weight 95 lb FT=1% .0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOT CHORD 2 X 4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc. WEBS 2 X 4 SPF No.2 r Permanent Structural wood sheathing directly applied or 2-10-0 oc purlins. BOTCHORD Installation 1 Stabilizer(s)at 15-M(max)oc. Permanent Rigid ceiling directly applied or 7-11-9 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) B=1431/0-3-8(min.0-2A),F=1431/0-3-8(min.0-2-4) Max HorcB=-028(LC 5) 1 Max UpliftB=-541(LC 7),17=541(LC 6) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-M=2222/655,C-M=1980/676,C-N=-1968/693,D-N=18361727,D-O=-1836r/28,E-O=-1968/693, E-P=-1980/676,F-P=2222/655 BOT CHORD B-J=-485/1801,J-K=-147/1213,1-K=147/1213,1-L=147/1213,H-L=-147/1213,F-H=-007/1801 WEBS C-J=513/400,D-J=303/840,D-H=303/840,E+1=513/400 NOTES ` 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf,BCDL=6.Opsf;h=25ft;Cal.11;Exp C;enclosed;MWFRS(low-ire)gable end zone,cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 I, 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.,Ct=1.1 3)Unbalanced snow loads have been considered for this design.- 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live ' loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-M wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)B and F. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 9)For Stabilizer bracing,see MTek Stabilizer Installation Guide.Cmss brace at:TC:Inst.20-M;BC: Inst.20-0-0. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Job `s^ • TPUSS Truss Type b.' Qly Ply Ruane Cottage Garage -w37616 GE01 GABLE - _ 2 1 • r Job Reference(optional)p Quick Build Truss Co.,Inc.,Swansea,MA,P.E. -- - 7.250 s Nov 19 2010 MiTek Industries,Inc.Tue Apr 16 09:13:46 2013 Page 1 QQ ID:s7sjtlzKRSCmFle?k_TeHIzQCEF-1 WYIIKJur3koc3nNNszDPfuwxRbtcOVkQeSFbSzQCDp -P% 0 13-0-0 26-0-0 26-8-P 8- 13-0-0 13-0-0 8- ' 4�4= - ft r J-.. 7.W tI K .. L T1 " . ' T1- B L T T T d _ B1' 82 3G= Pq Z Y x- W v U ' T. s B 0-0-0 26-0-0. 26-0-0 LOADING(psf)CLL SPACING 2-M Cs1 DEFL in (loc) Udefl' Ud PLATES GRIP' Plates Increase 1.15 TC 0.09 Vert(LL)' -0.00_ 0 n/r 120 MT20 197/144 TCDL 10.0(Roof Snow 30.0) Lumber Increase 1.15 BC 0.08 Vert(TL): 0.00 'O n/r 120 Code BC2009/TPI 007 (Matrix) _ Weight:BCLL 0.0` P N< WB 0.21 Horz(TL) 0.01 n/a n/a BCDL 10.0 119 lb FT=1 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 • TOP CHORD BOT CHORD 2 X 4 SPF No.2 Installation 1 Stabilizer(s)at 9-"(max)oc. OTHERS 2 X 4 SPF No.2 Permanent Structural wood sheathing directly applied or 6-"oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ' MiTek recommends that Stabilizers and required cross bracing be installed dunn truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 26-M. (lb)-Max HorzB=-428(LC 5) - Max Uplift All uplift 100 lb or less at joint(s)N,W,X,Y,T,S,R except B=111(LC 5),Z=-123(LC 7),AA=-220(LC 7),Q=123(LC 8), - P=219(LC 8) Max Grav All reactions 250 Ito or less atjoint(s)B,N,U,X,Y.Z,S,R,Q except W-283(LC 2),AA=297(LC 1),T=283(LC 3),P=297(LC . 1) r < FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown: L.. TOP CHORD B-C=-357/272,C-D=-262251,G-H=433/30B,H-1=-83/308 NOTES 1)Wind:ASCE 7-05;120mph,TCDL=6.Dpsf,BCDL=6.Dpsf,h=25ft,Cat.II;Exp C;enclosed;MWFRS(low-fise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 •2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 'n - , 3)TCLL:ASCE 7-05,Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 - 4)Unbalanced snow loads have been considered for this design z ' 5)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. , 6)All plates are 1.5x4 MTO unless otherwise indicated 7)Gable requires continuous bottom chord bearing. r 8)Gable studs spaced at 2-M oc. • - - '' - - 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 36-0 tall by 2-M wide will fit between the bottom chord and any other members. n 11)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s)B,N,W,X,Y,7 AA,T,S,R,Q,and P. ^1 12)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard_ANSVTPI 1. 13)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace-at:TC:Inst.20-0-0. " 14)Warning:Additional permanent and stability bracing for truss system(not part of this oomponent design)is always required: LOAD CASE(S)Standard v i r 7 qE' r { OR # ,' �- 'AM , zg im pow mw ME i51,:� '` _��� ,�.-�'�2` �'��'�� i`�RR�' _�� '�� y, ii, {E�.�• 'fie .. 28• n (D 0 cj - C co aD V C - - CJNN CL CD x )o C C � C C _ 0 U N_J _ co E o.a) j cm f0 FoundationCIS ChO Li U - ..- 12'. O. O O C 7 - z�y m 6 26' . • U m C O n . � O O rV C U C M co O .-O-m(OC�, 67� Andersen A31 .. J�X ca7 Awning Window - - _ Andersen A31 " 01 O Q w O . R.O.36 12"x 24 5/8" - Awning Window -. S re r c c s - _ R.O.3612"x245B• _ •j O U••p O N m M (0 ul @ C V E - l - N co 61 _ 2 ca n ca J Andersen A31 - Awning Window _ Eg R.O.36 12"x 24 5/8" Andersen A31 _ E Awning Window g _ R.O,36 12"x 24 5/8" .. _ Andersen A31� . - Awning Window. _ - - Cd " .R.O.3612"x 24 5/8".. - cu . ___ ___ HHH . O ' - 2868 Thermatrue 9 1i M Cd Smoothstar Do " - Andersen A31 Awning Wind— R.O. , 34 12"x 83" 1 , 1 R.O.36 12"x 24 5/8" • ----------------- ------ ------------ .. - O N C 2s zm d a C U p MID W O r r; L.:O U ca () W_ m w—U N-J m o d cv o ca 1ME 3% ME . Is cd t; Front Elevation r'Ta a�" v V �€ lSi'",r''�,t .tL.. ia�' Jgllmi�ZUMOMIX'MA mh ax'e"ccd�"'=.., a '23_ k,L. � "'��`S��''4•^�i�r'`�n }.t�4�';��"��.,m� rc �` ' ���^ � P�'pp���'�a_._#� T m yy byv.s�' `r §"�:.Aa3�' 4e :.t� ^'' F t'n f TMK "is;.�,��,a� .;�.T�.�_#+r_�r�nr�. ? ..u� ,<�.', .:.:�#t.2s:��:.3«o-u� `?��� •Ee��.�"'r�"`".�a • I I -lw 5f �y "�� i - ¢I t s s�4 .Rz3 ! x`` e.. 4 �''`4;ry� W, As fir x + € E „�" - _ m R� �' ,�I c.� �lt t d�^ Frc- " .: a R 4� ; t'. zate-x'�-; 4 roc j} °€i :`- ,3I.A. [_ �` '�� •u � �.; - �l W o fss a+" +�l3 i ...:z�.!�=n kl :.: y I „z�!ht&I�I�0¢ o d &�?a S'�fi'7 1 xs wTU '4T,�7�t l,��°" Kp FCCed `aK`r''2Y! ;'•r-ls ,� ,f;'"' f r � �.. 0� .$i.> * ac ^u r�,�� f-'I � fi � +uT s ��� �•fit x I �w�.`"�� � ENO- �. -s, °ry � Ta§�'xaSMrti.4'e .ak ay s. &- 'af,-.dwk a zZ� 'p d8 57�e 'r` ar it 3 1 Yam' i �`.�+` f dv Kn .>7.3¢ .s � 'si,l'✓� '3s � '�.'^= `e �' g1 «�.~� .>v- ,. ''� a r�`,�x-'t sz Tf -k i -e•s�` H T --B OMN- 2019 5 ,I �' � '"T # *�.•i� " sz-i�. 3�•ax+-,.:+-�"#-• r-•--rs, � �.t.,,,�,M,�� is s;7� �, �,,,.,"�y, _ s.'""w -�.k:ma�6. ~_� $ s. x " M rl � ,� - �-� ,,�:.�� �5���, �s�, � a� � ; �•z� "+ s '� tea.~•_, � '� �' sy����-�� � x- [ h .,x ,a"•M...�.>• .�._�,. .#�U, ,a_,�x� ?�",:.uWF'�°xw'', �:.��w .'+�.`�:�,w,� �$',#, T�..ma ny t '�- e: 'e' 9C✓i°a. .v.`.-'€,...._.h.,. C) 0) OO C O - •N O • .. - N N E O F O 'O N 7 0 x U`m - .. C V O CY)5 0 O m Mwp V @ y O M CD cc Ava - ail , a. o r' i. , ' bjU s , Cd 1 bA 4 co cz• Right Elevation ro � , V . - 26' - r - r __---_______________________ ____ C d 0 U .. J9 11 I I N .N C .. I I I I N d)l0 O tNO d/'O Andersen A31. - I I _ I L C J NO N j .. -Awning Window - i I I = Andersen A31 _07 Q w Ig O . Awning Window C R.O.36 UT x 24 5/8" - 1 I - - I I - C r C C v R.O.36 12"x 24 5/8" CM p1 I N�V O J I- I O co I V 00 E - (6 CD I 1 m U) ca - I 1 Andersen A31 1 I I .Awning Window - .. R.O.36 12"x 24 5I8" I N I I L I Andersen A31 I c 51 I Awnin Window R.O.36 12"x 24 5/8' I I I O Andersen A31 Awning Window I I, ,,ohl R.O.36 12"x 24 5/8" . b0 I^ 1 c N �i 2868 Thermatrue 9 L ght Andersen A31. Smoothstar Doi Awn in Window R:O.3412"x83" I. - R.O.36 12"x 24 5/8" » I I Eq 2�8 9. 21 a . - 26' Roof Framing r zIN Mri� � 1: 1 J t 4•' - E � � ��`3 I ✓ ` �S# P��agS`'*"{ j'r i ( yA -l'r'�4 A; ,� k^ •r �' �l'� 'F� Y��[ y' ,� s �N3� yG� 4- s 5 b�n��1 a,si� �s�i'{� l��S�-�- 1a +�, ,r'�+ ,C ,jk�a r i�` •� � � �',r�"r i w l!il�a4$'} �����v • - C 1. 0 n... E 01 to o �' m r O O C c V O ii lu "O O J y ca r _ C ob qqV 1 l , o C)ca E V b � i 1 cz Cd s zm 11 M d O . Simpson -• - .N N C o - - - '.H 2.5 Rafter Tie Typical each Truss - N� to Top Plate _ C J ry S, a� 0m w Truss Roof and Ceiling Per Design �c Q p •0 N-1Oni O'-C—O—p mF w mp) - _ CI) O OD c0 w 0•-- 6 v E m o (L) O)• LO - m 2x8 Headers - - N bq 2x4 Wall Framing - Cd - Q) .. Cd - 8" •.. O _ Foundation 48" - N 4"Concrete Slab Below Grade Over Compacted Fill , Typical ti . 12 CD o • � 03 Cl N;2 N O X W m Vl Continuous Ridge Vent c cc t—c� O L=8, O V m Sla•CDx Roem..1hiM ♦ Y y` C6 . - 2a69 ..S"Asi--sldnyes _ C IT l0 2 - - Gable and Roof Trusses per Design ' - - E 2SSz - co O a) 5 - - OI L S f6 0 MSTA 21 Strap Ties at headers t to Studs and Plates 2"Continuous soffit Vent Double 2x10 Door Headers - - - .t2"CDXPyw ,IFJHeigtl . - At We - . 2x4 Framing 16 O.C. .. Any dam wiles e M - _ - _ W.. . b _ cz - - . cl) Simpson STHD 14 Hold Downscz - - _ al Garage Doors and corners wit less than 4'Pywood _ O - Job Truss Truss-Type , - Qty Ply Ruane Cottage Garage 37616 GE01 GABLE 2 1 - '" •`+ Job Reference(optional) Quick Build Truss Co.,Inc.,Swansea,MA,P.E. - `/ - - 7.250 s Nov19 2010 MTek Industries,Inc.Tue Apr 16 09:13:46 2013 Page 1 Q ID:s7sjtlzKRSCmFle?k_TeHIzQCEF-1 WYIIKJur3koc3nNNszDPfuwxRbtcOVkQeSFbSzQCDp 13-0-0, 26-0-0 26-88 8 13 0 0 13-0-0 -8- ,. awe w G- ).W fl E x `' Ti _ T n „' T Ti s o U .. l C y ry M `4; yqp fi13 0 ` N Bl @ 36= M 2 , y % W V 'U. T .y, 5 �R '0 .. '_. 0-0-0 26-0-0 26-0-0 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Vdefl Ud , PLATES GRIP TCLL 30 (Roof Snow300) Plates Increase 1.15 TC 0-09 Vert(LL)`' -0.00 0 rVr 120 MT20 .197/144 Lumber Increase 1.15 BC 0.08 Vert(TL)'d 0.00 O n/r 120 TCDL 10..00 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 N n/a n/a BCLL 0.0' Code IBC2009/TPI2007 BCDL 10.0 (Matrix) Weight:1191b FT='1/ LUMBER BRACING ' TOP CHORD 2 X 4 SPF Not TOP CHORD BOT CHORD 2 X 4 SPF Not K Installation 1 Stabilizer(s)at 94-8(max)or. OTHERS 2 X 4 SPF Not a Permanent Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 104)-0 or bracing. MTek rec en ommds that Stabilizers and required cross bracing be installed Burin Wss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 26-0-0. (Ib)-Max Horz B=-428(LC 5) - Max Uplift All uplift 100 Ib or less at joints)N,W,X,Y,T,S,R except B=111(LC 5),Z=-123(LC 7),AA=-220(LC 7),Q=123(LC B), P=219(LC 8) . Max Grav All reactions 250 lb or less at joint(s)B,N,U,X,Y,Z,S,R,Q except W=283(LC 2),AA=297(LC 1),T=283(LC 3),P=297(LC. r FORCES (lb)-Max.Comp./Max.Ten.-AII forces 250(Ib)or less except when shown. TOP CHORD B-C=-357272,C-0=-262251,G-H=-83/308,H-1=-83/308 a NOTES - - 1 Wind:ASCE 7-05;120m TCDL=6.0 sf;BCDL=6.0 sf;h=25ft;Cat.II;Ex C�enclosed;MWFRS low-rise able end zone;cantilever left and right - ? •+ Ph. p P P (low-rise)9 , exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the fare),see MTek"Standard Gable End Detail" 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design:.. 5)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non concuirrent with other live •' loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. ` - - . . ; J'• - ' 8)Gable studs spared at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 6-0 tall by 2-"wide will fit between the bottom chord and any other members. - 11)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s)B,N,W,X,Y,Z,AA,T,S,R,Q,and P. 12)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVTP1 1. 13)For Stabilizer bracing,see MTek Stabilizer Installation Guide.Cross brace at:TC:Inst.213-M. I 14)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required r- LOAD CASE(S) Standard F r" ' - I nO• ' Job Truss Truss Type Qty JPly Ruane Cottage Garage 37616 T01 FINK 14 1 Job Reference o tional Quick Build Truss Co.,Inc.,Swansea,MA,P.E. 7.250 s Nov 19 2010 MTek Industries,Inc.Tue Apr 16 09:13:19 2013 Page 1 pp O ID:s7sjtlzKRSCmFle?k_TeHlzQCEF-KKQ555yCmKdsvDBlh_tpzH88YBJn8jmDxPK�(�, E p%-p 6-8-13 13-0-0 19-3-3 . -26-0-0 2G- -p 68- 6-8-13 6-3-3 6-3-3 6-8-13 8- D 7.GD 1] i.SW E c � Tt • d61. B1 ]d J I H G] { 44= 44= 4i4= _ 0-0-0 0-0-0 8-9-14 17-2-2 26-0-0 8-9-14 8-4-5 8-9-14 Plate Offsets MY): 8:0-2110-1 F:0-2-0 0-1-8 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.71 Vert(LL). -0.28 H-J >999 240 MT20 197/144 (Roof Snow 30.0) Lumber Increase 1.15 BC 0.86 Vert(TL) -0.41 B-J >749 180 BCDL 10.0 Rep Stress Ina YES WB 0.41 Horz(TL) 0.08 F n/a n/a CDL 10.0 BC 0.0' Code IBC2009ITP12007 (Matrix) Weight:95 lb FT=1% B LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOT CHORD 2 X 4 SPF No.2 Installation 1 Stabilizer(s)at 94-8(max)oc. WEBS 2 X 4 SPF No.2 Permanent Structural wood sheathing directly applied or 2-1 0-0 oc purlins. BOTCHORD Installation 1 Stabilizegs)at 15-0-0(max)cc. Permanent Rigid ceiling directly applied or 7-11-9 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed durm Wss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) B=1431/0-3-8(min.D-2-0),F=1431/0-3-8(min.0-2-0) Max Hor7B=-028(LC 5) Max UpliftB=-541(LC 7),F-541(LC 8) ti FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-M=22221655,C-M1 1980/676,C-N=-1968/693,D-N=1836(727,D-0=18361728,E-0=-196B/693, E-P=1980/676,F-P=2222/655 BOT CHORD B-J=-085/1801,J-K=-147/1213,1-K=147/1213,1-L=147/1213,H-L=-147/1213,F-H=-407/1801 WEBS C-J=513/400,D-J=-303/840,D-H=303/840,E-H=513/400 NOTES - - - 1)Wind:ASCE 7-05,120mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf--30.0 psf(flat roof snow),Category 11;Exp C;Partially Exp.,Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live - loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom, chord and any other members,with BCDL=10.Opsf. Iy 7)H10 Simpson Strong-Tie connectors recommended to conned truss to bearing walls due to uplift at jt(s)B and F. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 9)For Stabilizer bracing,see MTek Stabilizer Installation Guide.Cross brace at TC:Inst.20-0-0;BC:,Inst.204-0. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard e I MiTek MiTek USA, inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 314-434-1200 Re: 37616 Ruane Cottage Garage The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Quick Build. Pages or sheets covered by this seal: I20916337 thru 120916338 My license renewal date for the state of Massachusetts is June 30,2014. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. �►� �Aor A, { STRUCTURAL.. � t NO.a3?83 August 1,2013 , Liu,Xuegang �� The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the ` responsibility of the building designer,per ANSI/TPI 1. s i i Jobe Truss Truss Type �Qty Ply 'Ruane Cottage Garage 120916337 137616 GE01 'GABLE '2 1 - - Job Reference(optional) Quick Build Truss Co.,Inc., Swansea,MA 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 01 07:04:06 2013 Page 1 ID:s7sjtlzKRSCmFle?k_TeHlzQCEF-9t11 Na2rEAXPNcZM?8uileGSnEL6ncDol l AkXMysll7 -0-8-0 12-0-0 24-0-0 24-8-0 0-8-0 12-0-0 12-0-0 ' 0-8-0 Scale:1l4"0' 4x4 H 7.0002rr •� - - F - t J _ ! L' C r f i.p' M 8 <'. e_(t �.11 n N O SYL\-� _� "y_� I�1K_Y 3x5 Z y X W V U T -, S R Q P 3x5 54 .... '. 24-0-0 2470-0 Plate Offsets(X,Y): [U:0-3-0 0 3-01. LOADING(psf) SPACING TCLL 30.0 2-0-0 CSI DEFL in (loc)' I/deft L/d PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.09 Vert(LL) -0.00 0 n/r 120 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.04 Vert(TL) -0.00 N n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.16 t Horz(TL) 0.01 N n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:1071b FT=1% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc. OTHERS 2x4 SPF Not Permanent Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS All bearings 24-0-0. (lb)- Max Horz 8=-396(LC 5) Max Uplift All uplift 100 lb or less at joint(s)N,V,W,T,S except B=-117(LC 5), X=-119(LC 7),Y=-155(LC7),Z=-153(LC 7),R=-119(LC 8),Q=155(LC 8),P=-152(LC 8) Max Grav All reactions 250 lb or less at joint(s)B,N,U,W,X,Y,Z,S,R,0,P except V=279(LC 2),T=279(LC 3) r FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=-341/252,C-D=-269/238,G-H=-82/288,H-1=-82/288 NOTES 1)Wind:ASCE 7-05;120mph(3-second gust);TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1:1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. N"op M4% 6)All plates are 2x5 MT20 unless otherwise indicated. eti� 7y 7)Gable requires continuous bottom chord bearing. ^ XUEGANG 8)Gable studs spaced at 2-0-0 oc. a LIU u, 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. STRUCTURAL 10)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit No.4328.3 between the bottom chord and any other members. 11 �JF�y`OIST ERQp\aF 2 12)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. U t 13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOADCASE(S) Standard August 1,2013 j(;WWi@214ffM-VerTy design parcme-term nAd RW NOTES ON 7HES d M iNCI MED JWTRFC!s pERENC B PAGE M l-!4'7U BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. i Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown isfor lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the - MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,derwery,erection and bracing,consult ANSI/TPII Quality Criteria,OSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. € Chesterfield,Outer 83017 tfseudiexn Pzew(W}luriitrmefs ec fle :tixcatsggaz as[ufsa3'etiwati erfettiveLl6Je2/2013by ALSO I :Job Truss Truss Type oty 4Ply t Ruane Cottage Garage 120916338 i37616 T01 FINK .14 1 , _.-.__.Job-Reference_o honal Quick Build Truss Co.,Inc., Swansea,NIA 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 01 07:04:07 2013 Page 1 • ID:s7sjllzKRSCmFle?k_TeHlzQCEF-e4JPbw3U?UfG?m8ZZsPxrsoVreVYW?rxGhwH3oysl l6 -0-8-0 6-2-13 12-0.0 , - 17-9-3 24-0-0 24-8-0 0-8-0 6-2-13 5.9-3 59-3 6-2-13 0-8-0 Scale=1:47.2 48-" D 7.00-12 K 2x5 _ 2x5 ' .�': 'fit'•- 'A B F G � 1 • S. J _.M. I n N H 3x5 40 . 48 4x4 - 3x5 7-6'.1_. .. .._... . _ _, .16-.3-1.5.. _..- ._. 24-0-0 7-8-1 8-7-14 .. - -... 7-8-1L Plate Offsets(X,Y): [B:0-2-1,0-1-8],[F:0-2-1,0-1-8] , LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.58 ; Vert(LL) -0.28 H-J >999 240 MT20 1971144 Snow=310.0 TCDL Lumber Increase 1.15 BC 0.80 Vert(TL) -0.46 H-1 >619 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 I Horz(TL) 0.07 F n/a n/a BCDL 10.0 Code IBC20091TPI2007 (Matrix) 1 Weight:88 lb FT=l% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc. WEBS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 3-4-11 oc puriins. BOTCHORD Installation 1 Stabilizer(s)at 15-0-0(max)oc. Permanent Rigid ceiling directly applied or oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) B=1327/0-3-8 (min.0-2-1),F=1327/0-3-8 (min.0-2-1) Max Horz B=-396(LC 5) Max UpliftB=-514(LC 7),F=-514(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=-2066/631,C-K=-1875/692,D-K=-1755/723,D-L=-1755/724,E-L=-1875/692, E-F=-2066/631 BOT CHORD B-J=-460/1671,J-M=-143/1113,I-M=-143/1113,I-N=-143/1113,H-N=-143/1113, F-H=-374/1671 x WEBS D-H=-325/835,E-H=-467/388,D-J=-325/835,C-J=-467/388 _ NOTES 1)Wind:ASCE 7-05;120mph(3-second gust);TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs �i�"�AAAA non-concurrent with other live loads. IPSI or rr,, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4�� ryG 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit XUE,aANG between the bottom chord and any other members,with BCDL=10.Opsf. LIU r, 7)H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)B and F.This connection is STRUCTURAL for uplift only and does not consider lateral forces. NO.432P3 8)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0. �iO y.. r . �o eQ 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. F�S,$rpNAMO LOADCASE(S) Standard !+ August 1,2013 WAREf1NG-Vero design paywizeem a d fi' V NOTES ON7WISAND INCLUDED M77EK SPAGENW-74nBEPORE&SPE. � ®- Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. - - Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 3 6 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the M{TQg�• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding iek F. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB•89 and BCSI Building Component * ^ 14515 N.Outer Forty,Suite#300 Safety Iniormation available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,M083D17 ;ssouEnetrt?k,e 15P1krrsebes'is tyrecrrG,:tfikctes` varues are et�ose elSetri+ie0Gf0lj2isibLyrAtSC _ .. _ _ Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION d'4-B ti Ir ,rxi�c-rlttas �iJl�Ut.O tea Follow Could Cause.�''E''Opedy f 5�t5��te in 'ice ;+ ,� z (C tirngti not o s:..il.;( �D Cis~E ti Jf {�C'ISUliC1� IC i�Ufy Alwly plotes to both,Sides of tr -5 1 Ind fully z,.m )e. - to.,*}t. J n urc}c. �- xa,s I :,r n.,r ::. Se 1 � 1 et e .r,;a�brCvirip In.!-- rr U"ioned t. ,.eh,. n+e. fir 'l,b i w id' it J`.-rnu ng ,n,l+ f )7 I) 1 G r.;wc;s it t::seiv�es rr,;NS ✓r Cyi n civ r y rf lira rr .r or vet,i u f,yr k r r cr o Ji i bero rf ri = u 3 3 O U[RRR ro = i , r ?d 11 e J io 2 afid never U U S ::K,YtC FrtCJIS )rf ,Q(jf V..IfE'4 r.,i.] f S.h it S37 IL �. c N -�u lc..:,[..:a,f..,.s 1!u_>d igr, =L'f. X )tJt?:.itUl OY,,'.���YtY < .�.,— �...,.—. - �- r ;it)rr r ..ecfr n cI.I�hrr ,.c r ,sr�;�.c n,t<-.,vret c)r�•f , fro �;iSl�..� Br.''TFOmi C HORDS .olr.;flier it-ere 1e.,.)ir'ies. edge rnt truss. ? 6 5- �.si r .r'.t:3;r5 to >e!:)r tic :,ty a9.Ji,1 c a'.?`Y<,r,kt a'. 4. (!,Ye r;tates on erictr fr:oe of tn.;ss ra loci; .�.., i n`s i tk otes �iie JOLNTS ARE GENERAM NUMBFP>EDAITTt_RED CLOCKWISE ;or ) rrtt:F%i filly (f 1,and,,ai e'+>'jp;rrr reOUY t dire:^'iU t r t SlGty itl AROUND THE TRUSS.STARTING AT TFIE.iC3i?+ttFARTHEST T'3 r, rtsrf 4;-,t)c d+ .+N..i,:r'!1. conr ,.,t<• rlat es. THE LEFT )m: *; )v,,.s., r or.,s,ult,t)iy pintecte,d host CHORDS AND WEBS ARE MEi IFlh)BY END JOINT tnt ,envy Jn:reni in ttcn:<>,.i A 1SII1,: 'Plate location details available in MiTek 20/20 NUMBERS/LETTERS. 4„ software a upon request. is Ir,s I ry i e r fr rf ntt t aP h rn c r PRODUCT CODE APPROVALS v nf�ss E pi ssl rt 1,d,th cjes _n I nor Mr. nk! r PLATE ME ��- It j flie(G;ta .arlt r:w,c•n,aly,Ir,trl:;1 urc rGS rr On'lbe', I(....C. . S`Pic'i„�CS'r i-s �,+ %� er'slL,.. tl'v-'- C.,v.,C - 1r i,c til P -r)r: n tl, .Ur i r<:Y i. taftr)r,t'+FH3�ftthe "`!`. .J`. "'T' - id '-nects d r.e!nee rj;cula! t�+ { �R' 1 '72�. E-5K 138c�7 r sr),r Sic i:f C t .xs>fakm rFet isr t r rt7i{foc tc.c, is ib/� ts)51C SE.C: .Id;.11r{'.. sii)r,15 EP•.` 9W, SIC 2362.ESR a9,,,1Si 12.sr ::') rt.t, r r+9ac:t.l�7d!9 {i ,ti:-rt thcs it r;gth K r llt r to sluts, v R 11.Platt tyr.r ;!t-,or;:�r..I(A,n on,, te,,.c:ro;,dime r,:;ni 1r. cnieJ ate,rraitvrnuin pl,�fin .riw taper,cnt3. LATERAL BRACING LOCATION 11 uwed or the anilsizr. end ! Southern Pine lumber designations are as follows: ir,'Lilt S :cts,ccual to Ur ,.trc, 1,Qrt ii)Ui t N r&ta.ese t$.Va .ley as Published l _ rX,e,jJr e 0: ' /'. r�dic cited L., SY nb l -.kio•vn and/of t)y AWC a f)e Lt Y)/2tJ.2 NOS � f'byreX, in the b Jr Ir 9 S eU'i on. s cic. 0 ne C r sc r Is A+$r cpprovedinew 'txt t::; t3 r l-r r ry)kjsj bc.sh,^t te+T;r p 1n s plow de 0 n: ,ufr,.t t.,<c c,r I v rrac,in`; with efface Fw dc.lY,of j,ul.: 1 Ec; 3L spo ,ng n;;ccYP-,o ur,de ti.;nj 1 It'nd'r.,if6:9. 14 tzcittxr r Y Jrdz requiu:Ia# tr.xi l;ra( ng ,?.0 tt %pUcin W k;S ry c:eiIi ng I instc i;.a.t,r,Er )tt i-,r. oft•t'. j BEARING 1.5.Ce:+nr.)cii>rr<:nt t S!I rwn art,fhe:ve3ponsib1dj v.f-;)thers ii 1J::ilcs!C)(,alior:where becjrincc 6 t)e r,>)f c„ri C,n-its:lr.)an r :;ntl)t:t:n pl,:)1e:vit te)rt I SL'{-;t.J'OY GCCUI% lC'Jt-rS V(;IYy but '�',^,r.' ':^,(TP -i_All agll.S'i:eSe,,te j onprc;,/d of on miL}iraeA ection inciccli(;,s:oint - r,Ur,lt "he—,t orl K}5 occuriP ,r;c";c)114ncrti•:,a'v ri;c q(tyu+ies tr:.it.cJi ;..tl..r�4sc lC=9=1 eh,:c.r tre4ott i r_, Ge p G1r 'IR.tar-o tt ; i.er rrrt v r) e L:n x.:.e ti et.e'imr r:,-;t rh)i,h4 c)lth:x r)(,,do,'rnt r ,c.risys c or'it,Al - .>.- (>rf)i.t r.r.,..u•ie:tr c.efara,u-{�. Industry Standards' yt.`;f..-`.'`ilGc 1 n forfJietal S t, Y,i cll.Wnrtt.)rsc:f nr ipsc;r.i ront E or.I, cx5 r +' I rrr - { x - < .h r i twe'!before use rc ,IJ,:�1zl r,�..+r•�s )Ir'.�e; ur:ltE rr,r'- r74r`]ilC. )sC,rfS•tvC>Ilu.r1 i it,mf E Sr,',Go- MiTek �;rlf°ol frit f rtr CYtiC^' u ., ,tk r c surtf nt)t tat;tU r`ir.c) ,<r:;::, e witt de-t,. , � 'rJr cfor I I nd inq, ca hilet'.l Hate ar,r:•r .,; �a -•. a T ' . i i .x . 0 i L A GADIN Sf 13 Thankful Lane Cotuit, MA 02635 BUILDING DESIGN 508-428-4097 Fax 508-428-7709 mailto:lagcon(o)capecod.net website: lag_adinosbuilding coin August 2, 2013 Town of Barnstable Building Department 200 Main St. Hyannis, MA 02601 Att: Jeff Lauzon Re: 12 Angus Way Building permit#201302500 Attached find stamped engineering drawings for the roof trusses used on the garage at 12 Angus Way. Sincerely, Nicholas Lagadinos President MARSTONS MILLS . Q. / �Al LOCUS J C // P I S SS229• LOT 47 M u� t�,j S• S�, LOCUS MAP PLAN REF: 134/11.3 /,,� DEED REF: 4051/100 ca � _ ZONING: RD-1 SETBACKS: 30=10-10 ASSESSORS MAP: 251 PARCEL 050 C FLOOD ZONE: "C„ GPOD & RPOD Cp < _= HOUSE pFOUNDATION CB/DH �� � � �� #12 CERTIFICATION (DETACHED GARAGE) 412- �� --= _ _ S,y e��P�� LOT 76A A.MLOT 8 CB/DH LOCATED AT: <v� AREA=15,000 S.F. #12 ANGUS WAY Is, \ GAS CEN TER VI LLE, M A _ `5229• PREPARED FOR APPLICANT: F �� / i o� PAUL J. & BARBARA J. - 300, R U A N E moo: c��jST JUNE 07;. 2013 LOT 49 �ti0 tip, 1 -9 � Or 72 0+ p• ' LOT 75A of M�Sse : .SCALE: 1"=20' EDWARD GRAPHIC SCALE ``� ''9• f STONE A. MacDougall Surveying No.2898 & Associates 20 0 10 20 40 �c�� E �, P.O. Box 2428 MashA ee, Mo. 02649 CB/DHI ni PH (_, fax �508�419-1086 508419-1087 ( IN FEET )1 inch 20 ft. email: macdou allsurve omcast.net = SHEET 1 OF 1 J#525FND E MARSTONS MILLS P /I - / LOCUS 0 P J LOT 47 M E M LOCUS MAP { PLAN REF: 134/113 DEED REFS 4051/100 ZONING: RD-1 SETBACKS: 30-10-10 � ASSESSORS MAP: 251 PARCEL 050 - - - - FLOOD Z 1 GPOD & RPOD„C'' ,o / I HOUSE _= ; CERTIFIED PLOT PLAN CB/DH \ �`c'< \ \ — _— #12 (PROPOSED DETACHED GARAGE) LOT 48 LOT'76A A.M. 251/050 CB/DH AREA=15,000 S.F. LOCATED AT: IN, \\ -—==- s Q`�� - #12 ANGUS WAY GAS 3z �/,, CENTERVILLE, MA. \ -�`�`'+fit'.. 2�9• \ / *O24AK PREPARED FOR APPLICANT: \ / 24„ o PAUL.-J. & BARB.ARA J. \ / OAK .� R U A N E �O APRIL 12, 2013 LOT 49 , rp�c'9�Q,9cpSc<'p Sp pp `� SC�e O O�� J "5 LOT 75A of NASS9c SCALE: 1"=20' ` 02� ED WARD yes �� o A. MacDougall Surveying GRAPHIC SCALE o STONE No.28980 & Associates so o 10 so ao eo � G ��, P.O. Box 2428 CB/DH s� A T '� Mas HPee, Mo.. 02 649 ( 86 IN FEET ) g. `Z fax (508)41.9-1087 ' 1 inch = 20 ft. �1 email: macdou allsurve 0comcast.net SHEET 1 OF 1 J#1525 L