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0197 PHEASANT HILL CIRCLE
077 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map0'nz Par el V"Z,, r� Application # 0610660 660 S Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address p b xaa Itf ill Wt, 6,rG(,f, Village C4-tui f Owner tQve a9hd��111'I C4110� td t1 n Address 14+ ?h falant Hill fit, C01U'& NA Telephone q'�gt - UA3 - 2•Zcv_1 Permit Request 800f molY1W Sob, L sotf��rwsk Q76 A �� e/c w I rP,tY in �C g G S c�sT 7 �k�XG47 A I cat LlJ yi = q ((0 Square feet: 1 st floor: existing - proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation J 7,3, 0-I Construction Type 1101 of inita 11 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (soft,) N zi Number of Baths: Full: existing new Half: existing ne t r Number of Bedrooms: existing _new u ;Aa Total Room Count (not including baths): existing new First Floor Room Count— F Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove;:❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial, ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number (�I • J 1J0. 3�i 38 Address 1411 A tha-k zd 19v1°, License # 0 - 0 g q()s 4 iunU(✓i1(t, MA 0Z414q Home Improvement Contractor# LU30,91 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO AT 1 TYa Y h SIGNATURE DATE q I L I1•� `'- FOR OFFICIAL USE ONLY i t, APPLICATION# DATE ISSUED 9 }• MAP/PARCEL NO. ADDRESS VILLAGE a OWNER rt - t • DATE OF INSPECTION: XAFOUNDATION€ t;t,;�. �s + ; •��.- ` FRAME _ INSULATION FIREPLACE . v ; f ELECTRICAL:. • -ROUGH FINAL ! PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 4 FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 UT www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): S u n B u g S o l a r Address:411 A Highland Avenue, Suite 312 City/State/Zip: Somerville, MA Phone #: 617-500-3936 ArZeou an employer?Check the appropri x: Type of project(required): 1I am a employer with 10 4I am a general contractor and 1 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2❑I am a sole proprietor or partner- listed on the attached sheet. t 7• Remodeling ship and have no employees These sub-contractors have 8: Demolition working for me in any capacity. workers' comp. insurance. 9. 3uilding addition [No workers' comp.insurance 5.[:]We are a corporation and its 10 lectrical.repairs or additions required.] officers have exercised their 3❑I am a homeowner doing all work right of exemption per MGL 11 lumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 112 Zoof repairs ; insurance required.]t employees. [No workers' . M ther Solar Installation comp. insurance required.] _ L *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. I am an employer that is providing workers.'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Liberty Mutual Insurance Group Policy#or Self ins.Lic.#: WC31 S381595-014 Expiration Date. 4.30.15 Job SiteAddress: 197 Pheasant Hill Circle City/State/Zip: Cotult, MA 02635 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: 1q . Phone#: 617-500— 6 c 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#: f ,a. CERTIFICATE OF LIABILITY INSURANCE 6/6/2 D DD"YYY) `.� /6/2014 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 CONTACT NAME: Anna Lukas T. Edmund Garrity & Co. , Inc. P"o"E AICNo . (617)354-4640 FAC No:(617)354-5828 545 Concord Ave. ADDRESS:annie@g arritY- insurance.com INSURER S AFFORDING COVERAGE NAIC# Cambridge MA 02138 INSURERA:Colony SpecialtV Ins Co INSURED - INSURERS Commerce Ins. Co. 34754 Sun Bug Solar LLC INS6RERC:Liberty Mutual 411A Highland Ave Ste 312 INSURERD: INSURER E: ' Somerville MA 02144 INSURERF: COVERAGES CERTIFICATE NUMBERkASTER COI 2014 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 LTR TYPE OF INSURANCE A D SUB POLICY NUMBER MMILDID POCY EFF MM/LDI DPOCY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 . X COM N'L AGGREGATMERCIAL GENERAL LIABILITY - { DAMAGE TO RENTED PREMISES Ea occurrence $ 50,000 A CLAIMS-MADE OCCUR PK302256 /30/2014 /30/2015 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL.AGGREGATE $ 2,000,000 GEE LIMIT APPLIES PER: - PRODUCTS-COMP/OP AGG $ 2,000,000 X I POLICY PRO-JECT LOC - $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT - Ea accident 1,000,000 B ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED 13GGVYR /30/2014 /30/2015 AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB OCCUR - - EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE - AGGREGATE $ DED RETENTION $ C WORKERS COMPENSATION - WC STATU- OTH- AND EMPLOYERS'LIABILITYTORY LIMITS ER_ ANY PROPRIETOR/PARTNER/EXECUTIVE YIN C231S381595014 /3012014 /30/2015 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N/A .. (Mandatory in NH) - E.L.DISEASE-EA EMPLOYE $ .1 000 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) . The Workers Compenstation policy doe snot include coverage for Cheney Brand, Benjamin Mayer and Lisa Raffin. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. For Reference Only AUTHORIZED REPRESENTATIVE W Garrity/CRISTI ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025rgmmnstm The Annon o i Innn of arnion Office of Consumer Afrairs & Rusinesi Rerulation -= ,AOME IMPROVEMENT CONTRACTOR • ..., egistration: 163091 Type: Expiration: 5/11/2015 LLC SUN BUG SOLAR LLC, t CHENEY BRAND 411A HIGHLAND AVE. ST-312 SOMERVILLE, MA 02144 Undersrcretanf Soord of 3vilding Regulations and S and rds CHENEY C " 1. Somerville I 02144 , k q Of Ott= xt t. Cep n r 0211212016 PVWire in exposed locations 6 L N but•t -� � a�: ai C Ell� "t t = QC N I yaw0 . DC Wires•in EMT if1 0 E -inside building a .9 T Solar array composed of 18 Solarwolyd SW270 270 watt panels Wired in 2 string of 9 panels Panels installed with SolarEdge P300 Optimizers Module frames grounded to main panel ground or ground rod.. > Lo M - W O=N .. C To utility grid a a'o �v SolarEdge SE5000A-US Output 5000 Watt, 240V,21 Amps o a UL#1741 ungrounded �, N (3)AWG#10 THWN-2(1)AWG#8 GND in%EMT C I t Utility NET - o m DC Disconnect Meter Inverter Ungrounded O Inverter Integrated -Black I -1 Pos Disconnected (� c Neg Disconnected +Red r In Open position 0 o Notes: h :> zooA Service Panel' _� 1}All equipment to be listed or Solar loon . F 240V AC w Production labeled for its application ,• 200A Main 2)installation to be compliant with Meter Breaker May 22,2014 National Electric Code 3)Equipment labels to comply Utility Lockable Not to scale with NEC 690 3R 2-pole 1 soA Backfed 4)Point of connection to existing power External Breaker distribution system shall be coordinated son AC Disconnect E_ with local utility company Sunmodule;,"'Protect SW 270 mono black N.tu v eo i? 3 . ` n = TUV Power controlled: '0M.N.d Lowest measuring tolerance in industry APO 00000za v m Exceptional weather resistance «a' and robustness ,. J Designed to withstand heavy accumulations of snow and ice f4 J OSunmodule Protect: Positive performance tolerance • J World-class quality Fully-automated production lines and seamless monitoring of the process and material QuaE11W,1EC 81215 N^m°nIS IMIWna ensure the quality that the company sets as its benchmark for its sites worldwide. ore ink^"° ••1°.Ino..^an.m.m a .°'� •v°..wdAEw �000 Innovative glass technologies make extremely weather-resistant and robust solar mod- ules possible.The Sunmodule Protect offers higher mechanical resilience and a longer SA® PE160PM/•lICF lES1FD service life,and still weighs the same as the Sunmodule Plus.. SGLTMISf NES STANr .MOIOALTAIC FltOCUCr C US The positive power tolerance guarantees utmost system efficiency.Only modules achiev- V UL 1703 ing or exceeding the designated nominal power in performance tests are dispatched.The IS09001 power tolerance ranges between-0 Wp and+5 Wp. ( E [EI] • 14001 Certified SolarWorld is setting new standards with the ground-breaking 30-year linear perfor- mance guarantee:a maximum degradation ofjust 0.35%p.a.provides guaranteed mod- ule performance of 90%after 21 years,and 86.85%after 30years. Linear performance guarantee O Linear performance guarantee for SolarWorld Sunmodule Protect O Linear performance guarantee for SolarWorld Sunmodule Plus MADE IN USA 0 Competitor's tiered performance guarantee 97% Performance guarantee a90% ..............................:Mn i ......................... ,. 0 86.85% ...................... ........_... .. .. ........ ...................... ,, 4a A� `' �� B*�ZZA 1r � pa .W a � � a , ° s Y ' S '° 15a Z° u 30 $OLARWORLD Years in accordance with the applicable SolarWorld Limited Warranty at purchase. \ / www.solarworld.com/warranty v solarworld.com We turn sunlight into power. ft� Sunmodule;--/ Prot e' ct SW Z70 mono black PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m2,NOCT,AM 1.5 Maximum power P ,. 39.2 V Open circuit voltage V. 35:5 V 270 Wp Maximum power P 199.4 Wp Open circuit voltage V. Maximum power point voltage V mo 30.9 V Maximum power point voltage Vmo 28.0 V Short circuit current IS 9.44 A Mort circuit current I 7.63 A Maximum power point current I 8.81 A Maximum power point current 1 7.12 A 'STC:1000 W/m2,25°C,AM 1.5- Minor reduction in efficiency under partial load conditions at 25°C:at 200 W/m2,100% 1)Measuring tolerance(P_.)traceable to TUV Rheinland:+/-2%(TUV Power Controlled) (+/-2%)of the STC efficiency(1000 W/m�)is achieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS. NOCT 48°C Cells per module 60 TCh 0.004%/K Cell type Mono.crystalline - TCv� -0.30%/K Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) TC Pm. -0.45%/K Front Tempered glass(EN 12150) Operating temperature -40°Cto 85'C Frame Black anodized aluminum Weight — - -- 46.71bs(21.2 kg) ) Ix 1000 W/m2 SYSTEM INTEGRATION PARAMETERS 800 W/m2 Maximum system voltage IEC SC If 1000 V Maximum system voltage UL 600 V a 600 W/m2 Maximum reverse current 16 A Number of bypass diodes 3 400 W/m2 UL Design Loads* Two rail system 113 psf downward $ — 64 psf upward 200 W/m2 170 psf downward _ UL Design Loads' Three rail system 64 psf upward 100 W/m2 _ IEC Design Loads' Two rail system' 113 psf downward 50 psf upward V. 'Pleazereferto the Sunmodule installation instructions forthe details associated with - Modulewltage(v1 - these load cases. .Lx4 3744(951) ADDITIONAL DATA Powersorting' -0 Wp/+5 Wp 11.33(288) J-Box IP65 Connector MC4 Module efficiency 16.10% Fire rating(UL 790) Class C 41.30(1050) Version 2.5frame - 65.94(1675) bottom mounting holes 20(o7)t 1.22(31) I- 39.41(1001) -I +AII units provided are imperial.SI units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. 5W-01-6042US 08-2013 solar - SolarEdge Single Phase Inverters For North America SE30OOA-US/ SE38OOA-US/ SE5000A-US/ SE6OOOA-US SE76OOA-US/ SE1OOOOA-US/ SE114OOA-US ci Is *"*a , # ! " eta A � Jt _m - y, R n e1k, ws The best choke for'SolarEdge 6habled systems, r� Integrated arc fault protection(Type 1),for NEC 201169011 compliance ^ x Superior efficiency(98%) g provided bra li htweight and easy to Install on pr cket Small g Built-in module-level ihonitoring, ! ,m. Internet connection through Ethernet or Wireless Outdoor and indoor.installation Fixed voltage inverter,DC/AC conversion only } Pre-assembled AC/DC Safety Switch for faster installation ` Optional built-in revenue grade meter USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us solar ' Single Phase Inverters for North America SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US SE3000A US SE3800A-US SE5000A-US I SE6000A-US I SE7600A-US SE10000A-US SE110OA-US OUTPUT Nominal AC Power Output 3300 3840 5000 6000 7680 9980 @ 208V 11520 VA ......................................... ................ ............... ................. ................ . 30000 @240V .............. .................. ........... Max.AC Power Output 3650 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA 5450 @240V 10950 @240V AC Output Voltage Min.-Nom:Max.* 183-208-229 Vac AC Output Voltage Min:Nom:Max.• ✓ 211-240-264Vac .- .......... AC Frequency Min..Nom:Maxis 59.3-60-60.5(with HI country setting 57-60-60.5) Hz Max Continuous Output Current...... . ...14.......I......16......I..21 @ 240V..I.......ZS.......I......32.. I...42 @ 240V...I. .....48........ ... A. ... GFDI 1 A ........................................... .....................................................:..................................................-................ ........... Utility Monitoring,Islanding Protection,Country Configurable Yes Thresholds INPUT Recommended Max.DC Power" 4100 4800 6250 7500 9606 120 0 0 140 W (5Tq Transformer-less,Ungrounded Yes ....................................... ...........................................................................................................I.............. ........... Max.InputVoltage 500 Vdc Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc Max.Input Currents** 11 .....I......13......I.15.5 @ 240V I.......18......: ......23.5:.....I..3 5 @22 OV..I........35....:... ...Adc.... ....... ...... .. . Max.Input Short Circuit Current 30 45 Adc ..................... ................................................................... ....................... ........................ ........... Reverse-Polarity Protection ........................ .......................Yes Ground-Fault Isolation Detection 600kaSensitivity r Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 % ................................ . ........ ................ ............... ................. ................ ................ .................. .................. ........... 97.5 @ 208V I 97 @ 208V CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 % ............... . 98 @ 240V . 9...@ 240V Nighttime Power Consumption <2.5 <4 W ..ADDITIONAL FEATURES Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) Built-In Revenue Grade Meter O tional STANDARD COMPLIANCE ; Safety UL3741,UL1699B,UL3998,CSA 22.2 Grid Connection Standards IEEE1547 ......................................... ....................................................... ................................................................ ........... P. Emissions FCC art15 class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/24.-6 AWG 3/4" m / . ..................................... .... ....................................... ........................... ................. mini ...........0 m.....8-3....AWG.................. ............ DC input conduit size/#of strings/ AWG range 3/4'minimum/1-2 strings/24-6 AWG 3/4"minimum/1-2 strings/14-6 AWG :.. .............x... . . ... ......... ....:................................................. ........... Dimensions with AC/DC Safety 30.5 x 12.5 x 7/ 30,5 12.5. .x. S./ 30.5 x 12.5 x 1 0.5/775 x 315 x 260 in/ Switch(HxWxD� 775 x 315 x.172 775 x 315 x 191 min ............................... . ...................... ....:.............................................. ... ............ Weight with AC/DC Safety Switch 51.2/23.? 54.7/24.7 88.4/40.1,.-.„,,,,,,, ,,, ,Ib/kg Cooling Natural Convection Fans(user replaceable) Noise <25 <50 dBA ......................................... ...............:.. ............................... Min.-Max.Operating Temperature 13 to+10/-25 to+60(CAN version••••-40 to+60) 'F/-C Range................................... ........... ......... :................. ........... ... .......... Protection Rating NEMA 3R ............................. ........... 'For other regional settings please contact SolarEdge support. - ••Limited to 125%for locations where the yearly average high temperature is above 77'F/25'C and to 135%for locations where it is below 77•F/25'C. For detailed information,refer to http,//www solaredee us/files/odfs/inverter do oversizine euide odf •'A higher current source may be used;the inverter will limit its input current to the values stated. - - ""CAN F/Ns are eligible for the Ontario FIT and microFIT(microFlT exc.SE11400A-US{AN). a . . Sl.IdISFf�C RoHS _ ' SolirEdge logo,OPTiNlIZED BY are trademarks I • Technologies, mentioned are trademarks.� 1 I, 1 • 1 �C D ilf pilot holes' ,�r�s.�sa�SeRFae(M1_N. 5A1baS5$9ALtT 2'EMREDIVENTFNMRAFTER) STEP 9_SECUATL-ifOOT STANDOFF LCIOWASHEiE FIRS€TOSECUREFLAS1 INCH AND, ✓' f , FLATWASHER MOUNTINGRAFLS COWOSITION L-FI30T � ��f 1 FlC3lY CHANN STEP 1WP FLASHING OVER EL Nut FLANGEFLFT . ,lfQCfTFLASE STANDARD RAIL � i �. STEP 9;BOLT L-FOOT SAISE MOF r' GAl1�AfiYl �STEfL y TEA ROOF V1R7�1 LAG BOLT FLASHING fOR STA?dQCIFF F. SEALFrENOW ICIN AND UNDER FiASt:%V rM RA1NBV5TER OR SIMILAR SEALANT � RCIi1Ft7E�l(LNC�YY,F� - �PIAGRIk 4 L=foo#hioid'n assernbly Y Rash :L foot section,vie* s Standoffs artole W (or l WQ. Rails re�t� NOV Module V ' lfitlt�r�8s Rlifieri Rall Spin gr . Mom... bp v 4 U AL " k Install flashing L. 6ot bare 5 L r E Secure L-foot to-base Ap;p'Iys lant and se r lease to rafter Installed L foot assembly .AEE SOLAR SnapNrack561 ROflf MOJNT INST/ALLATIOtg4.MAN"JAL Standoff assembly-base and --- standoffshaft(various lengths} L- t assembly-base,L-foot, steel flashing ,.' n e z f t "a." ^ k, � nro Leveling spacer-1 inch 'Universal end clamp(UEC) + ' x Module mid clamp assembly 'Standard moduleend clamp assembly k , EAH Structural Consulting 35 Kendall Court Bedford, MA.01730 — PHONE 1.978.406.8921 E 4w CONSULTINGEllaine(DE.AHStructural_com I ' July 11,2014 To: Sunbug Solar 411A Highland Ave Somerville,MA 02144 Subject: Structural Certification for Installation of Solar Panels Anderson Residence 197 Pheasant Hil Circle Cotuit,MA.02635 To Whom It May Concern, - A design check for the subject residence was done on the existing roofing and framing systems for the installation of solar panels over the roof. From a field inspection of the property,the existing roof support structures were observed as follows: The roof structure of(MP1)consists of composition shingle on roof plywood that is supported by nominal 2x10 rafters @ 16"o.c.,paired with nominal 2x8 ceiling joists @ 16"o.c..The rafters have a max projected horizontal span of 16'-0",with a slope of 34 degrees.The rafters are connected at the ridge to a continuous 2x12 ridge board and are supported at the eave by a load bearing wall. There are 2x6 collar ties @ 16"o.c.for structural stability.There are 2x8 diagonal struts at 16"o.c.to frame out a vaulted ceiling and to provide extra bracing to the rafters. The diagonal struts connect from the mid-span of the rafters to a load bearing wall at the center of the house. The existing roof framing system of(MP1)is judged to be adequate to withstand the loading imposed.by the installation of the solar panels.No reinforcement is necessary. The spacing of the solar standoffs should be kept at 48"o.c.. I further certify that all applicable loads required by the codes and design criteria listed below were applied to the Unirac solar rail system and analyzed.Furthermore,the installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Unirac for the racking system and Unirac for the roof connections. Finally,I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. Design Criteria: • Applicable:Codes=Massachusetts Residential Code,8th Edition,ASCE 7-05,and 2005 NDS • Roof Dead Load=9 psf(MP1) • Roof Live Load=20 psf • Wind Speed=110 mph,Exposure C • Ground Snow Load=30 psf - Roof Snow Load=21 psf Please contact me with any further questions or concerns regarding this project. H OF 4 Sincerely, �Assgc. ELAINE A. yGN o WANG a CIVIL y Elaine Huang,P.E. o No.496'90 .� Project Engineer SIoNALE�G Anderson Residence, Cotuit 1 EAH Structural Consulting 35'K"endall Court Bedford,MA 01730 PHONE 1.978.406.3921 EAH CONSULTING ElaineCaEAHStructural.com Gravity Loading Roof Snow Load Calculations p9=Ground Snow Load 30 psf pf=0.7 C.C,I p9 (ASCE7-Eq 7-1) Ce=Exposure Factor= Y 1 (ASCE7-Table 7-2) Ct=Thermal Factor= 1 (ASCE7-Table 7-3) I=Importance Factor= 1 pf=Flat Roof Snow Load= 21.0 psf v ' PS=CSpf - ' (ASCE7-Eq 7-2) Cs=Slope Factor ps=Sloped Roof Snow Load= 21.0 psf PV Dead Load=4 psf(Per Sunbug Solar) Roof Dead Load(MP1) Composition Shingle 4.00 Roof Plywood _ w -m 2.00 _2x10 Rafters @ 16"o.c. 2.90 Vaulted Ceiling - _ M_ OA0 _.. (Ceiling Not Vaulted) Miscellaneous 0.10 Total Roof DL(MP1) 9.0 PI! DL Adjusted to 34 Degree Slope 10.9 psf Anderson Residence, Cotuit 2 EEtiH Structural Consulting 35 Kendall Court Bedford, MA 01730 PHONE 1.978.406.9921 EAH CONSULTING Elai:ne(EAH'Structural.com Wind Calulations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 110 mph Exposure Category C Roof Shape Gable/Hip Roof Slope 34 degrees Mean Roof Height 20 ft Building Least Width 40 ft Effective Wind Area 17.5 fi Design Wind Pressure Calculations Wind Pressure P=qh*(G*Cp) r ry h-0.00256*Kz*Kzt*Kd*VA2*I Kz(Exposure Coefficient)= 0.9 (Table 6-3) (topographic factor),= 1 _ _ (Fig.6 4); Kd(Wind Directionality Factor)= 0.85 (Table 6-4) V(Design Wind Speed)-`110 mph_ T i Importance Factor= 1 (Table 6-1) 23.70 N _ T _ , Standoff Uplift Calculations _Zone 1 Zone 2 Zone 3 Positive GCp 0.90. 11.0 - 1.10 e•T 0.85_ (Fig.6-11) Uplift Pressure= -21.33 psf 26.07 psf -26.07 psf 20.1 psf ... _ - . ...� :.. n X Standoff Spacing= `4.00 4.00 4.00 Y Standoff Spacing= 2.75 2.75_ 2.75 Tributary Area= - 11.00 11.00 a 11.00 Footing Uplift= -235 lb -287 lb _ -287 lb Standoff Uplift Check Maximum Design Uplift= -287 lb Standoff Uplift Capacity =400 lb 400 lb capacity>287 lb demand Therefore,OK Fastener Capacity Check Fastener= 1 -5/16"dia Lag Number of Fasteners= 1: Embedment Depth= 2.5 Pullout Capacity Per Inch= 250 Ib t Fastener Capacity,=_625 lb z w/F.S.of1.5=417 lb 417 lb capacity>287 lb demand Therefore,OK Anderson Residence, Cotuit 3 EAH Structurail Consulting 35 Kendall Court Bedford,IVIA 01730 PHONE 1-978.406.39.21 EAH CONSULTSWO Elaine@_EAHStructural:com Framing Check (MP1) PASS w=48 plf Dead Load 10.9 psf PV Load 4.0 psf Snow Load 21.0 psf _2x10 Rafters @ 16"o c _ Governing Load Combo=DL+St. Member Span=16'-0" Total Load 35.9 psf Member Properties Member Size S(in^3) I(in^4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 SPF#2 . @ 16"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.1 x 1.15 , Allowed Bending Stress=1272.9 psi Maximum Moment =(wL^2)18 = 1529.85 .ft# 18358.3 in# Actual Bending Stress=(Maximum Moment)I S 858.3 psi Allowed>Actual-=67.5%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) U180 (E=1400000 psi Per NDS) = 1.066 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L^4)I(384*E*1) = 0.509 in U378 > U180 Therefore OK Allowed Deflection(Live Load) = U240 0.8 in Actual Deflection(Live Load) _ (5*w*L^4)I(384*E*I) 0.299 in U643 > U240 Therefore OK Check Shear Member Area= 13.9 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1873 lb Max Shear M=w*L/2 = 382 lb Allowed>Actual-•20.5%Stressed Therefore,OK Anderson Residence, Cotuit 4 z sunBugsola' 'r Solar May 2, 2014 Ginny&Andy Anderson 197 Pheasant Hill Circle Cotuit MA 02635 Ginn y&Andy, It was a pleasure meeting with you to discuss your solar potential. Here is your formal proposal for your new solar PV system at your new home! Notes: • This system is for your new home, currently being built. We are estimating your consumption in the new home to be 4565 kWh or more based on your historic consumption. Your new utility provider is NSTAR and the current rate is approximately 16.8 cents per kWh in Cotuit. • The solar array on your roof is on the rear of the home, not above a main egress. Because of this and the home's location on the cape, I have not included a snow guard system. However, If you determine you wish to have one, we can add that for approximately $800. Please just let us know at time of rebate approval and we can generate a change order. • Included in this gross price I have budgeted, $750 for your builder's electrician to do the 3/4" EMT electrical run from roof to electrical panel in the basement at the time of electrical rough in for the overall project. That run will be done by your electrician working to our Master Electrician's specification. • The solar modules utilized in your new PV system are high-quality, US-made Sunmodule Protect Series solar modules by SolarWorld. SolarWorld's Protect Series is backed by an un-matched 30-year production warranty. Additionally, the modules employed here have a black fame and black back-sheet for an as. seamless as possible visual integration on your roof. 4.86kW Photovoltaic system: 18 SolarWorld 270 Protect Series modules, 1 SolarEdge se5000 inverter& Maximizer system, and all necessary balance of system materials (racking, wiring, disconnects,etc.). This price is for complete, turnkey service including all permits and rebate paperwork. The gross price of this system installed is $23,571 Less Commonwealth Solar II rebate - $1,944 Less 30%federal tax credit* - $6,488 Less 15% state tax credit* (capped at $1,000) - $1,000 Total anticipated cost after incentives $14,139` Projected 30 year electricity savings $41,206 Projected 10 year SREC revenue (DOER MIN / MAX) $12,465 / $16,548 Projected Payback 5-6 Years 411 A Highland Avenue Suite 312 I Somerville,MA 02144 I P:617 500 3938 1 F:617 412 3062 1 www.sunbugsolar.com t l • SunRlug Solar Solar Savings & Your Electric Bill Current power profile Power profile with solar 3% 3% °Coal&Oil 14% a Solar °Natural Gas ` °Coal&Oil 20% I ■Natural Gas ■Nuclear ' e Nuclear' 60% °Renewable 100% .Renewable a Hydro&Other o Hydro&Other The 4.86kW system will produce on average approximately 5,400 kWh/year. Based on your consumption, this system will allow you to produce approximately 120%of your electricity yourself. Environmental Savings Over its 30 year anticipated life-cycle, it will generate more than 156,000 kWh of energy from the sun. In that time it will save 107 metric tons of CO2 from entering the atmosphere, equivalent to: • the greenhouse gas emissions from taking 23 cars off the road for 1 year, • or the.carbon sequestered annually by 88 acres of pine or fir forests.. System Monitoring With your system comes the Solar Edge monitoring system. Your Solar Edge power optimizers allow for Module-level, string-level and system-wide PV monitoring. Performance of each module is measured and communicated in order to maximize solar power harvesting at all times. Note that to take advantage of this free monitoring system, you must provide a hard-wired Ethernet internet connection for data transmission at the location of the inverter. solar . `O!._. J11 - 1 A cwmmm Pftw EMMY twat' EnmgY this mums t LIPeGmo a w gy I Ulatime teronuo. 4.34,kW 35.48 kWh 59sm kWh I 5.25 MWh $SM14 ' ® mas 411 A Highland Avenue Suite 312 I Somerville,MA 02144 P:617 500 3938 i F:617 412 3062(www.sunbugtolar.com • Sunsug Solar Photovoltaic Incentives and Return on Investment: On-going Revenue: Solar Renewable Energy Credits Massachusetts is one of a handful of states that runs a Solar Renewable Energy Credit (SREC) market for solar system owners. This program offers a ten year production incentive for making solar energy, above and beyond electricity savings. SRECs are purchased by the investor-owned utilities, such as National Grid and NSTAR. In Massachusetts, electric utilities need SRECs to meet solar production mandates established by the state's Solar Carve-Out program within the Renewable Portfolio Standards. The overall goal of the state is to reach 1600 megawatts of installed Photovoltaics by 2020.,As of 2014, Massachusetts has approximately 400 megawatts. SRECs behave like stock certificates. They are bought and sold on a market administered by the Massachusetts Department of Energy Resources. Ari SREC does not represent electricity itself solar system owners make their own electricity and experience the associated utility savings independent of the SREC program. SRECs are an additional financial incentive for Photovoltaic electricity producers. An SREC is worth whatever a utility will pay for it: SRECs are bought and sold in .a market. However, there are price support mechanisms put in place by the DOER in an effort to create "ceiling"and"floor"values for SRECs. The ceiling is determined by the fine levied on utilities for not meeting the solar standard. This is called the Alternative Compliance Payment (ACP) and is published by the DOER as $375 in per SREC for 2014, declining annually for the next 10 years to $257 in 2024. The floor is established by the DOER's Solar Credit Clearinghouse, an auction of last resort should an SREC not sell. This Solar Credit Clearinghouse values SRECs at $285 each in 2014 declining annually to $189 in 2024. Your system's SREC performance: k k . # SREC's*,�� Min ,SRE6'I 1.1 Rate'"' Max SREC II Rate* 1st Year 5 $1,325 $1,700 10 Year Total 53 $12,465 $16,548 *Rates are based DOER's 10 year SREC pricing guidelines,all less trading fees 411 A Highland Avenue Suite 312 I Somerville,MA 02144 P:617 500 3938 P:617 412 3062 www.sunbugsolar.com • SunBug Solar Photovoltaic Direct Return on Investment Suneug's direct return on investment calculations are conservative compared to industry standards. We'd be happy to walk you through our assumptions and show you our complete calculations in detail** Annual Savings Before &After Payback assuming projected minimum SREC II value $3,000 ; $2,500 $2,000 - •Inverter Replace $1,500 ; •Aker Payback $1 000 $500 •Before Payback $p 1 3 5 7 9 11 13 15 17 19 21 '23 .25 '27 29 Assuming minimum SREC value, payback occurs in 6 with an.anticipated: • 23 years of free electricity, • lifecycle savings of over $38,000 , • and Internal Rate of Return of over 18.2%. Annual Savings Before&After Payback assuming projected maximum SREC 11 value $3,000 , $2,500 i $2,000 ' ■Inverter Replace $1,500 $1,000 61,tlw •After Payback $500 •Before Payback $0 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 Assuming maximum SREC value, payback occurs in .5 with an anticipated: L* 24 years of free electricity; ecycle savings of over $42,000 ,• d Internal Rate of Return of over 21.0%. Indirect Return on Investment: Home Value These direct ROI models do not incorporate the increased home value associated with solar, because New England-specific data is not yet at a statistically relevant size. But an Appraisal Institute study estimates that property value increases by $20 for every utility- bill dollar saved due to energy improvements. Also, the U.S. Department of Energy found that even in soft markets, a home with solar will sell in half the time as one without. 411 A Highland Avenue Suite 312.1 Somerville,MA 02144 I P:617 500 3938 1 F:617 412 3062 1 www.sunbugsolar.com �✓i Terms and conditions Upon acceptance of this proposal,installation will be governed by the SunBug Turn-Key Installation Agreement. Payment terns require S 1750 due with signed proposal. The actual Installation of your PV system should take 2 days. However,because this Is new construction and you do not wish to take possession of the system until you have formally closed on the home In early September,we will adopt this schedule: • $1750 due with this signed proposal:our normal$1000 deposit for paperwork plus S750 for the electrical run to be paid to your builder by SunBug. •We will then submit your rebate application and additional paperwork •Your rebate will be approved In approximately 60-90 days. •In early September,only after you have taken possession of the home,we will order your materials and collect SON of gross price. •30-60 days later we.wlll have your materials and be able to Install. We will collect 40% of gross price upon Installation. •The final 10%of,gross price balance will be due upon utility Interconnection,(when you can turn It onl)generally approximately 15-30 days after installation., This proposal Is valid 14 days from date of Issue,or until the current quarterly block of Commonwealth Solar It rebate funding expires. If this proposal meets with your acceptance,please sign below. If you have questions,call me at 617-SW393S to talk it through. Thank you, Ben Mayer A=ffW: G � C n And We Addy(Steve)Anderson Date ' •The mllat>ft of Fed"and State tax aed u Is deptioul t on Md &W taxpayer ktfornu ion and not guaranteed by SunBug Solar.The avallabisty and ameent of mMm from Comm nwdtb Soler and/or your local ud ty are su%m to change and not guam"d by the paying party or Sunlin Sohar. Imeatment cakulatlorn.Includlag p oJected SIX re-nues,are bond an Industry standards,including system spadNaabns and output prof 1", h based on 30-few--rase wastim data for the regbn. Sunaug Solar makes no guarantees for system ants or savings Well on this proposal,and adwses customers to commit their own in-mnent professional to calculate return on InvNtment for any hone or business knpovememt Pralact •••Mote:It Is the Customers responswky to provide an inn"connection for soW monitor h o. 512114 411 A Highland Avenue Suite 312 Somerville MA 02144 P:617 500 3938 F•6i7 412 3062 www.sunbugs:'rr con - 4 , d•� Town of Barnstable Regulatory Services wAM' Richard V.Scall,Director . Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If UsingrA Btulder W ttcvc I�Md2rJan �y�',n �1r�ote�scan gas Ownergof the subject property hereby authorize�W rI ua Land to act on my behalf, in all matters relative to worm authorized by this building permit application for. tQ4 Phca or)-1 t I1 C(IrA CAilAIt is (Address of Job) ""Pool fences and alarms are the responsibility of the applicant.Pools are not to be filled or utilized before fence is installed and all final inspections are performed and.accepted. at Signature of r Signature of A�pplieant 0O*xe4- S"kf'-J �4,,�n,,e� e-f �-4eve C&J CIJ M IXi c 3 V S cQi� CV044 Print Name Print Nime P" Date Q:FORMS.OWNERPERMISSIONPOOIS i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION M5Map- Lit Parcel p L I_r/ Applicat o Health Division ��Q �' Hate Issued: 3 RECp � Conservation Division By Application Fee _ :- Planning Dept. Permit Fee r 3 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis A� Pro ject'Street_•Address !� P 1 r S I U / [ L C�L- � Village + Q O T Q f Owner 7-6 V E O /9 �J b r�- ►2 S odJ Address P11 A=-1� �W AJ� 4.1. ,Telephone -C E L L, 7 6 886 - 1/8 �a M 7— d AR ox �/3 0 S'Q l T Permit Request�` F l A-)/-S'1/ p��Z i o/� 13�S�: r��J / per%�(Z i U� CJ o p 1� i✓? . ,"1 i` /,1,�;C i� i � �LJ Iq L)-L �J S U L✓?Tr J y� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay J� Project Valuation / S&) Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) i c y� �9� D� �so� r----� p _. 9 7g Name S = ,Tele hone.Number Address- EA- L C" License # Home Improvement Contractor# Email Worker's Compensation # AL-L-CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO I F)y R V84)s rfA 0R OWN CA I41�-S 6COES'-S ;v DumPS —, � - MioJ) M4L c06sTi` - 1X-)TE13 ,yR Pnio.T e7 r---- ._ n 'SIGNATUREa-eQS,-� (DATE '� � , 0/ 5 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE ` OWNER �r DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT Y ASSOCIATION PLAN NO. 27ze Commonwealth of Massachusetts Deparfinent of Industrial Accidents, Office of Investigations 600 Washington Street Bastolla?[IA 02111 invis.mass govfdia Mtorkers' Compensation Insurance Affidavit: Builders/ContractorAlectricians/Plumbers Applicant Information Please Print LegibIy Naive(Business orgmizationaditiidual): S 7'(', V J t> Address: 7 ►PH645 0 ,1J7" 14) 1 L ('2 f /? Q City/Stat&Zip 00 T c t / l Phone Are you an employer?Check the appropriate boz: lam of project(required)c 1.❑ I am a employer with -"❑I am a general contractor and I employees(fish and/or part-time).* have hired the sub-contractors ❑New construction 2.❑ I am a sole proprietor or partner listed on the attached sheet. 7. ❑Remodeling These:sub-con2rac#ors have slop and have no employees. .. ~ $. E]Demolitions . woddng for me in any capacity: employees and have workers' [No workers'comp.insurance comp.iusurantat 9. Building addition ed.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.'ER"I,am a homeowner doing all work officers have exercised their 1LEI Plumbing repairs or additions myself workers' right of exemption per MGL �' �o comp- 12.❑Roof repairs insurance required.]T C. 152,§1(4),and we have no employees.[No vrorkers' 13.0 Other comp.insurance required.]. *Any applicant that checks box#1 am st also fill out the section below showing their wmrkers'compensation policy information_ Y Homeowners who subunit this afida«t indicating they are doing all wed and then hire outside contractors must submit a new affidavit indicating sack :Contractors that check this boa must attached an additional street showing the name of the sub-contractors and state whether or not those entities have employees. Ifthesub-contractors have employees,they moist provide their w rkers'camp.policynumber. I am an employer that is providing workers'congw.isation iaasuraace for nzy emWloyees.BeIow is the policy and job site infor-madon. Insurance Company Name: Policy,or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: 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 andfor one-year imprisonment,as well as civil peualties.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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification ' I do Jtereby cerfi un er the d pert ' s ofperjaury that the informadan provided above is true and correct Situsature: Date: Phone#: 7(� W S g c, - tl�) 7 Official use only. Do not write in this area,to be completed by city ortoirn official. City or'Town: ,' PerumtUcense Issuing Authority(circle one): 1.Board of Health 2.Bolding.Department 3.Ctyff own Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: '' Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide-workers'compensation for their employees. Purmsitant•to this statute,an fo ee is defined as-"_.evGY person in the service of another under any contract of hire, errP y express or implied,oral or writt em" An ernplayer is defined as"air individual,partnership,associatio3l,corporation or other legal entity,or any two or more e representatives of a deceased employer,or the of the foregoing engaged is a joint enterprise,and including the legal pr P receiver or trustee of an individual,partnership,association or omen legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance,coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance ofpublic work until acceptable evidence of compliance with the inc��ne8. requirements of this chapter have been presented to the contracting authority." Applicants Please fal Out the woikm'compensation affidavit complet$ly,by chec3d g the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone number(s) along with their certificate(s)of inmm ance. Limited Liability Companies(LLC)or Limited LiabilityPaztnmships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insuzance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date it-he affidavit The affidavit should be retuned to the city or town that the application for the.permit or license is being requested,not the Department:of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number list:d below. Self-insured companies should enter their self-inm ce license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and pirated 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/liceuse number which will be used as a reference number. In addition,an applicant that must submit multiple permitllicense applications in any given year,need only submit one affidavit indicatmg current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (cam'or town)-"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for fuutnre permits or licenses. A new affidavit must be flled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i e. a dog license or permit to bum leaves etc.)said person is NOT required to complete Pais affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a caIL The Department's address,telephone and fax number. Thu CammoaWealth of Massachusetts Department cif Itidial Accidents Office of Xnvestiotio-a'% 6�Q�ashin�tQn Stet Boston,MA()�111 Td.4 617 727-49QO oxt 406 or 1a77-MA-SSAM Fax#617-727-7749 Revised 4-24-07 .mass_gov/ is o� Ty Town of Barnstable o� Regulatory Services t .p MA3� Richard V.Scab,Director � i63¢ tim '��► ' Building Division Tom Perry,Building Commissioner . 200 Main Street,Hymn*MA 02601 www.townb arnstablema.us, office: 508-862-4038 Fax: 508-790-6230 �. Property Owner Must Complete and Sign This Section If Using A Builder I, \ , as Owner of the ftoi;bact ` property hereby authorize ou my behalf, in all matters relative to work authorized4b*Ytb,S'% permit a Iication for. P PP (A'a "Pool fences and alat�is are e responsibility of the applicant. Pools are not to be filled or uiil zed before fence is installed and all final inspections-are performed and accepted. Signature of Owner Signature of Applicant Print Name Prim Name', Date . QFORMs:ow2ERrERMI4SION Poors Town of Barnstable Regulatory Services r Richard V.Scali Director R lad mg Division. ztrst•�*= Tom Perry,Building Commissioner F3EASMa� 200 Main Street, Hyamris,MA 02601 �O www town.barnstable.m-us Office: 508-862-4038 Fax: 508-790-6230 HONZOW M UCENIT EXEII=ON Phase Print DATE: 113 a V -:IOB I o�TlorL -/ 9 P>a E/� S/� i H► L (' c �-� Co nnrn cr strut viap namc - bomc phonc# wmic phonc# CuRREt`IT MAIC,IDIG ADDR_SS: l 9 '7 P 1/��A S ,9, 141 L L C 1 /� � �.! C 0 T u / city/ftv stafr zip wdc The current exemption for"homeowners'was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does notpossess a license,provided that the owner acts as supervisor. DEFUM ION OF HOMEOw1NER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structores accessory to such use and/or farm structa es. A person who constructs more than one Home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submitto the Building Official on a form acceptable to the Building Official,that he/she shag be re�Ronsrble for all mch work Rerformed under the bmldina permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Budding Code and other applicable codes, bylaws,roles and regnlatians. - The undersigned`•bomeownm"certifies that he/she understands the Town ofBamstable Building Department minimum inspection proved e and regnir nts and that he/she will comply with said procedures and requirements. signahirc ofHomcownrr Approval ofBadingOffciat Note: Three family dwellings contammg 35,000 cubic feet or larger will be requred to comply with the Sbtz Building Cods Section 127.0 Con_ ddon ControL HOMEO'WNFAIS E UalION The Code states that: "Any,homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware;that they are assuming the responsibilities of a supervisor (see A.ppendiz Q,Rules Br Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is My aware of his/her responsrbMtles,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the Iast page of this issue is a form.currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q.\WpFII EMRNMbm7dmg pamh fn==MS.doc Revised 061313 / . � ��� Gu ide ' High Wind 170nm �c�� � ZD�a io - � �� � � - Alassacl l�sefto Checklist for C�'���- a �� �OCKY 1153 l L0 O/� / � Cb,,kCom . ^ � 1.1 SCOPE ' Wind Speed "vVind Exposure Category................Engineering � _ _ APPLICABILITY . ------,-. ' Number of Stories ' ----' Roof Pitch ' Building Lang�h L ---_ Building Aspect Ratio . . `---' ^ . 1.3 FRAMING CONNECTIONS General compliance Wth ' 6 � ---- � 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CIVIR 54 .1 °onc =�. � 2.2 ANCHORAGETOFODN AT| 0`~ 5vo °mcnoruonsmmoeooeo oru/u rnopnetarynxecnonic:61 chors a n alternative in concrete only � Bolt Spacing from _ � � ---_ � Plate Washer..* '..................................................... - _-_---- %J FLOORS � FIDor-framing member spans checked Maxii . ----' � n - Floor Opening - -ension-----__ ---_ OpeningsFull Height Wall Studs at Floor ' - MbLximum Floor Joist Setbacks ----' � Supporting Loadboahng Wails or Shea all................VFig71.................................................... ft 5d Maximum Cantilevered Floor Joists Supporting Loadboahng Walls ur Shea bvall................UFig ................................................_ ft :5d Floo�^�nnc�gad2ndwaUs--'--------'.�'_------ 3)-'---_'-'�_--.----.--'_.--_.- � Floor Type ........................................................ 7OOCMR Chapter 55)------._''___ Floor Sheathing Thickness .................................................(per 78DCMR Chapter 55)..... ................. in. Floor Sheathing Fasherfing_----_-''----__'�-(Table 2)-___dm��atjn edge/.in�e� . � 4.1 WALLS Wall Height .� � � 1O and Table ........................... ft :51D' won-Loamueadng walls.................................................(Fig 1O and Table 5)........................... _ft---27 � Wall Stud Spacing .........................................................(Fig 0 and Table 5)................... in.524^o.c. � Wall Story -_--_--'_---.-'_---._U�gs7&8\--_--_--'_--_-.__..�___ft Sd 4-2 EXTERjOR-yV&LLSz | Wood Studs Lmadbeadngv�db.............................. .........................(Table 5)..............................2x�__' ftin, Non-Loadbeehng walls.-------_--..�--.-_-.�ab)oS)--.------.--2x� ' � in. Ga�eEndVVaU8�c�g' � 1 -__--_--_-'__.-_....---,_....-_ � VVSP-Attio Floor Length................................................. 11).............................................. ft-'-:tVV13 'Gypsum Ceiling Length ff WSP not used)....:............... i1)............................................___ft�:CLgW and 2x4 Continuous Lateral Brace @B ft.o.c.- (Fig11)........................................................ m1x3 ceiling furring strips @16"spacing min.%Vith 2 x 4 blocking @ 4 ft. spacing in end joist or trussbaysL__ Double Top Plate SpficeLength .................:......................................(Fig 13 and Table G).................................... ft Splice Connection(mzof1Gd common nails)..............(Table 6).................................................. • 1 ' I AFDC Guide to Wood Construction in HkIt Hind Areas: 110 tnph /find Zone Massachusetts Checklist for Compliance (790 CNTRs301.2.1.1)l Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Tables 7)..................................................... Non-Loadbearing Wall connections Lateral (no.of 16d I mmon nails)................................(Table B)..__......................._........................... Load Bearing Wall Ope ings (record largest opening but check all openings for compliance to Table 9) HeaderSpans . .....................................................(Table 9)..................................._ft_in.:5 11' Sill Plate Spans .... able 9 i n. Full Height Studs(n .ofstuds)....................................(fable 9)....................................................... Non-Load Bearing Wall O enings (record largest opening but check all openings for compliance to Table 9) HeaderSpans......................................................:.....(Table 9)............_.__....._............_ft in.5 12' Sill Plate Spans.....................:....................................(Table 9).................................._ft_in.5 12" Full Height Studs (no.o studs)....................................(Table 9)................................................. Exterior Wall Sheathing to R ist Uplift and Shear Simultaneousfy4 Minimum Building Dimen 'on, W Nominal Height o Tallest Opening ............................................................................... 5 6`6" SheathingType.............................................(note 4)................................................... Edge Nail Spacing (Table 10 or:.note 4 if less)........................ Feld Nail Spacing... ........................:.............(Table 10)................................................. in. Shear Connection(no. of 16d=o .prirnails)(fable 10)......................................................._ Percent Full-Height St�eathin able 10 ...................................................._% 5%AdditionA[-Sheathing for Wall with Opening> 6'8'(Design Concepts).................... Maximum Buil mg Dimension, L Nominal Height of Talles`Opening2........................................................................._<6'8' SheathingType................1............................(note 4)..................................................... Edge Nail Spacing............\...........................(Table 11 or note 4 if less)........................ n. t- Field Nail Spacing...............\.........................(Table 11).. ................................. Shear Connection(no.of 16 common nails)(Table 11).......................................................'n F Percent Full-Height Sheathing .....................(Table 11)............................................:......._% 5%Additional Sheathi g for Wall with Opening>68'(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) ............. ft_<smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift...............................................(fable 12).........---......... = pff Lateral...........................0.................(Table 12).............................................L= pif Shear.......--•-----•...............................(fable 12)............................................S= pIf_ Ridge Strap Connections, if collar ties not used per page 21... (Table 13).................. - plf Gable Rake Outlooker......................:. . ...........(Figure 20 ft:5 smaller of 2'or U2 Truss or Rafter Connections at-Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14).......---................---......._....._.0 lb. Lateral(no.of 16d common nails)...(Table 14).......................................L= . lb. Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59)..........., Roof Sheathing Thickness................................-.._:..... ............................................._in.>-7/16'WSP Roof Sheathing Fastening..........:.................................(Table 2)........................................................— Notes: 1. This checklist shall 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 Fgure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. 'Exception:Opening heights of up fo 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. f _ AT Gi de to Wood Corl.ctructiorr in High I.11ndAreas: 110 niph Mind Zone Massachusetts Checklist for Compliance (780 Cn.IR s301 2.r:r)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percerjt Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: 1. Panels shall be"installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nai d to framing. Gi. On single story construction,panels shall be att hed to bottom plates �top memberof the double top plate. iv. On two story construction, upper panels shall be attacAsd�o the to member the upper double top plate and to band joist at bottom of panel. Upper attachmentbf l er panel shall be made to band joist and lower attachment made to lowest plate at first floor framin . V. Horizontal nail spacing at double top plates, band joists, and irders sh be a double row of 8d staggered 8t 3 inches on center per figures below:Vertica and Horizonta ailing for Panel Attachment 5. Glazing protection: a) new house or horizontal addition—required if project' 1 mile or closer t shore(generally,south of Rte.28 or north f Rte.6) b)vertical addition—not required unless there is exte sive'renovation to the first floor c)replacement windows—needs energy conservatio eFnpliance only(chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B maybe obtained from the American Wood Council (AWC)website. —WHEN THE EDGE RFS S ON FAAMNGUSESd NAtL.S ATG bx- 11 11 11 Ir 11 1 YI 1 r 1 w ' - 1 li ii I tl Ir 1 r It II 1 / 1 p l LL N t 1 11 r 1 :3 1 ll 11 H t 1 1 1 y. 11 '4 11 rr6 r 1 1 1 I 1 1- 1 1 m n Il 11 W 14 LI $ I 1 1 1 11 0 i It FRAMING MEMBERS •I I I i ' W Li t 1 EDGE RdiFWRMTE I ll li tl-� t l 1 1 _ E Q 1 L i f P.I 1 l IL U ✓ .'� t Z t t J U t{ r r 1 SX r 11'a 1 - 11 It 1 1 i "1 {31P" � 1 t 11 11 11 I L { 1 1 II 1 1 -1-1—-----------�- '-1--- {1 a It 1(l� DOt191E --_ - tom,' STArr-EA a'Mltl NAILSPAGkJG t NAIL.PATTERN PANEL y PANEL EDGE L' DOUBLE NAIL EDGE SPACYNG DETAL See Detail!on Next Page Vertical and Horizontal Nailing Detail for Panel Attachment Vertical and Hotizontal Nailing for Panel Attachment G4 0 • N r 14'-0' 30 vs-,"]/0•14'-0' 5'-10' 14'-10' IS'-4• � MI� TW 2M10-5 - W �y v I I •. CIP'jLING I TW 2M10-2 5 _ ' 59 7W.60 7/W I 1N I 59 7/O',W 7/G• W 4 _? 12-16 DECK ? JJ •YnA1 xi LIGHT �I I H e A o O ~ Q 2A I I� 3B '_ S In 12F=L 2ki # .. C (5)11 7/5'lVL HDR 1. FIRE Sn _ BUILT IN V �"• RATED c SHELVES ABOVE 2'�B • S iv j: -------------1 2 1�'I-C- /� 0 0 DININa .,.,t - CARPET w D 0 0 r i AK ----0- -------J.'-U�L ------ O VAULTED CEILING 1 q O Tw 24410 GARAGE 12'-0'CATHED 10'-G'0 FLAT i BVLK NERD iL � a ' MASTER BEDROOM V ~ 30.I/e•z!A 7iB CONRETE SLAB ¢ J GREAT - CARPET � - ' rPi PROW TOWARD DJORS .x - Oin - TV i - mom IMA N 3qTu n ------ ------ ,------ P e 2G c M so e.co 0 FASTER10'-4' 1 7/D O- BUILT, INCABS W/f5NdVEs ABOVE /1 OSEE NARROW WALL �.LINEN c 9 I� DETAIL o¢1 T-O'z9'_w O.H.DOOR u iI R - RAISED CEILING FLAT CE LING 24 Wb'5 4 5/5' O CONCRETE APRON Cl..l _' I HALL 2(' TILE OAK FOaYAER OAK ¢ C� C 235 2Il 212 2 S w 3 1 2 I D o U p L L 1 9p III'-4 1/2°I 3'-II I/2' , B'-10' W W 3'i I/4' 14'-3 3/4' Q •na..sum: 4tina - :�.r.e TW 24410 101-G'"EDR4L CEILING 30 W."7/B' - "'PFIg1 BF/DROOM #1 .ry BEDROOM #2 �to~ p - 'I I CARPE'fl N CARPET Z '. o c O I I PH a ZO J I I TV V 0. I I I I C01'IPIITER O O Z f- r I fv lV Q 0 2'-G' 2'-G• } 2-6 9'-0 2-1 W-2' W_10• 51-O' 6'4 � m 6'-O' 7'-O' ~ 'moo T-0' SWEET w'-o• FIRST FLOOR PLAN DB. 1401 SCALE: 1/4' a 1'-0' DRAWN BY, KW REVISED, 2/17/14 DATE. 1/24/14 N 14'-0' u N ______ _'-_______,-__-_-______ YI n --':t j 1"•'y' �Oi I,' / 7 n I Ls10 GIRDER ^ n AL GA V D P.T.PO T •� O TUBE- O ST A NH, I1II i0 WYSS I26•'BIG FOOT'FOOTING TTP. ECK - JI J I I 14 a BY OWNER I u � !"s fir I I I I I �DO W 0 ROP WALL I tr O'1 'I t--DROP WALL UNDER I 'I I LL — — — ———— ------- _ EATT POCKET e•x 7--9•CONC.WALL ON PKr�16'x10'CONTINUOUS FOOTING TTP _I *-7 14'-O' 14'-0' T-e' T B W I Cy IL'xI0'CONTINUe•x 4 coN HALLI ;I r �. co r Za I cRDP i i i,_':I o �• �' IXIS FOOTING TYP I I I I I I TL W I I n /M I �I I V J 1L u GARAGE I I . J FULL BASEMENT r 1 I I _ J I m W PITOM TOWARD DOORSI I V�ORCONNCC�E SLAB - I I NOTE: I :I 2xld. '+ 2._i° ` and. I I ` Z I 5/8 ANCHOR BOLT5 - - ,.t_�a•,lF -' B I PLOv CK.E.•sT—I, •?OTJI '.I,DR—OP WA3LL.—0 - _ c M EMBEDDED I - d SPACED 'O 3•x4P m NERS P 12FOM CORo 3°x 1 n.WASHERS3'xl/4' WALL UNDER SEE AR _ TO� i ————— — ' - FAIL VERO] wLL- LTJ N UO o I I LLLJ F I ,I u! uj .rm 1 t—m lei s"nl BEAn'PacKEr r 19 O Z I �z~ Q 0. _ I I 3 VY DIA.TEEL COLUMN I r - p i I-.130'u'0'xl1'CONCRETE PAD TTP. I I 1 Ill r m I `• e'x us CONN WALL ]1 Z #:t a` I Ic•x1•cONrlNuous FOOTING rrP. ' -I •BEAn POOCET a t1 L i_ ' Yll ---------� -- ,---------- -T - - I I I �4x4 P.T. `T "� • I � � .:. - ��:.=. _ GALV.METAL POST A q._6' ..6'_3' I''I I r D_ — -- -- - C 10••SCND TUBE'PIER W/ L- -- — J 22-'BIG FOOT"FOOTING 7 M. I -.......1-':..:......_.....:::I iv iV • '`� t jp( 1+� �,t J' } ---.---------- - Y A 3'�V jo �U�f'�Ioi .. 14'-O° IG'-0' 11'-O' 14'-0• B'-0' 1 u:_D• FOUNDATION PLAN JOB: 1401 5CALE: 114' - I'-O° DRAWN BY. KW REVISED: 2/I7 114 DATE. 1/24/14 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �1�I � � Map U 2 Parcel Q Z �� Application # Health Division Date Issued 5 . Conservation Division Application Fee C 4 Planning Dept. Permit Fee b Date Definitive Plan Approved by Planning Board ` Historic - OKH _ Preservation / Hyannis Project Street Address i �� �� e-CLSe�6n.+ rC,Lam, Village -.G O +U it- Owner t- 2.,n \1 i fQ 1 n t�A AM8-ef•'S CTY` Address \S L,o.c%/ 5-1' . A ►� y vP-�`, /�,d Telephone Permit Request Tp co Y� v Cat' cam.. S t ✓1 � t f r�� w t1 �d c ch tOQ Square feet: 1 st floor: existing 4proposed 2nd floor: existing proposed Total new/i&Q Zoning District F F- q- Flood Plain Groundwater Overlay G Project Valuation 60 L Construction Type WdOcl Lot Size - 2 S A C v-Q,S Grandfathered: ❑Yes UrNio If yes, attach supporting documentation. Dwelling Type: Single Family Z Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Jlvo On Old King's Highway: ❑Yes No Basement Type: ,W-full ❑Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.)_ Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new 2- Half: existing _Xnew Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑"Gas ❑ Oil ❑ Electric ❑ Other Central Air: )des ❑ No Fireplaces: Existing New �_ Existing woQ Jpal stove ❑ o 'Cl?'I z Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn G existing 73 ne4,>size_ Attached garage: ❑ existing ,44 new size _Shed: ❑ existing ❑ new size — Other: ~ `" 33(0 SG Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ = Commercial ❑Yes ❑ No If yes, site plan review # == r' Current Use Vc`LO--+n -t" Z 0"r Proposed Use _� r�a I£ Fo-y-n i' tV 4U r'ry�o_ - - APPLICANT INFORMATION • (BUILDER OR HOMEOWNER)"' Name $r Gv✓n T. D! z� Telephone Number 5000-_l `ti 1 l a C' Address Box ,5 C.e6n4e ry I I/C , / 1 A License # 00 J b L4 S 0 2 G"3Z- Home Improvement Contractor# 1 3'7 g{� Worker's Compensation # b 01 3 qO(2Z ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE -` 5"'ZO I FOR OFFICIAL USE ONLY t ' APPLICATION# _ ,TATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE OWNER-, DATE OF INSPECTION: T FOUNDATION ®� �1 ® AX - V FRAME INSULATION I G 9 J49-, FIREPLACE ELECTRICAL: ROUGH FINAL- PLUMBING: ROUGH FINAL rGAS: ROUGH FINAL glrh+ FINAL BUILDING 61� _ DATE CLOSED OUT ASSOCIATION PLAN NO. RVE Town of Barnstable �v Regu.la`tory Services • . - "ST' t Thomas F. Geiler,lirettor � Building Divi>siob Thomas Perry,CB 0,13uilding Conisnissi onsr ; 200 Main Street, Hyannis,MA 02601 �i'Ww.town..barnstah]4ma.us - ' O$icz: 508-862-4039 Fax: 508-790-6230 PLAN REVIEW Owner: Map/Parcel: C)OZ 062 --6 77 Project .Address 197 NEMWOT The following items were noted on reviewing: E E2inI C� /v CEDED Fa 2 I_V I_ (3 5;A� n1 Revfewed by: DtE: 31�s1� - Departineiit of.l'ndustiial Aceider-its �ff lCe€IJ'��IZveStlgal`E�Tr�S U 600 Mashingtorz Street Bostar;MA 12111 wwwxiangovldia Workers" Compe yatian Insuraliee:Affidavit: Buflders/Contraetors/Electricians/P-lumbers APPUcant ormation Pease Fr t Le�bi Dame(Business/Organiaationtl dividual): h Address: . - City/State/Zip:�� 1��Vi IZIA e2,6. Phoil.e it: Are you an employer?Check the-apgrqriate�bo.�' Type of project(regmred): - 4. LF I am a general contractor and I 1.❑ I am a employer;with 6.Type construction employees(full and/or part time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner listed on the attached sheet J. ❑ Remodeling ship and have no employees These sub=contractors have 8. ❑ Demolition Working for me'many capacity. vjorkers' comp.insurance_ 9. ❑:Building addition [No uTorkers' comp.insurance 5. ❑ W6 are a corporation and its required.] officers have:exercised their 10.❑Electrical repairs or additions 3.ElI 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.]i employees,-[No workers' I . comp.insurance required.] 13.❑ Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: . i Homeowners v bo.submit this affidavit indicating they are doing all work and then hire outside'contractors must submit a new affidavit indicating such. �Contractois that check this box must attached an additional sheet showing the name of the sub-ooutraiAors,and their wprkers'comp..policy infomation. I tiara arri employer that is pNaviding ivvtkers'ennzpensatiarz insu a wee for ray.eripdoj Ma v is tine policy nd jab site inforrn�ior�. . Insurance Company Name: CO Policy#or Sell ias.Lic.#: J _ Expiration Date:: e Job Site Address: rr : City/State/Zip: Attach a.copy of the Workers'c€tmpensation ptllcy declaration page(shmiln the p oliey number and ey-piration date). Failure to secure coverage as required.under Section.25A of MGL c. 152:can lead to the imposition.oftriminal penalties of a fine up to$1,500.00 and/or one-year nnprisonment; 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-6ol:.tor. Re:advised that a,copy.o.f this statement may be fbnXTarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby eetd,fy UrLdu time pains andpei al ies of pe,juyy ii�at time irrfor°r;,xado:Ttpr°oi,,ided aboi,e as true grid Correct. Si nature: Date: Phone#: — Gff%cizl use anly. Do not�i,i*e in.this area,to U 6alusuleted by city or i-o7vit offclail' City or Tovim: elrritll cc>rse T Issuing Authority (circle one) 1.Board of Heatth 2.Building Departr ent 3. Clty Toy ra Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Coat,_ct PErs�on: Pl�ene�: Subcontractor's Insurance 2012 ocyGLPh GLli WCPolioc cy WC Policy Sub Contractor ; e v Effective Date Expiration, Effective Date: Expiration All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 12/01/14 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 00/20/14 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 08/13/14 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 11/13/14 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 08/13/14 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 09/20/14 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/13/14 Christopher Costa&Associates,Inc. 01/22/08 08/27/12 02/06/07 08/13/14 Coy's Brook,Inc 508-394-8442 04/24/04 04/24/13 09/21/04 08/13/14 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04' 12/01/14 Hill Construction 508-888-8154 04/29/07 04/29/12. 08/14/04 08/13/14 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12. DBA-N/A 09/20/14 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/14 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 08/13/14 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 12/01/14 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 . 08/13/14 Wood Floor Specialists 508-888-3958: 02/03/08 1 02/03/13 02/030 12/01/14 i 1 f C. Board of OuUtfirta 90106s 6nd5 +° Comstruciii,n Supcn isur a tins—,CS-005645 BRIAN T DACE ' _$ PO BOX 95 i CENTERVILLE MAiO2,632 41 4 rCarnissioi� i 14 r .. . .. .. IHEZZ� Town off'Barnstable: ;� Regulatory Services $ LE- Thomas F. Geler,Director, �'OJepg�p�A. Building DiVision Tom Perry, Building Conirnissioner 200 Main Street; Hyannis,MA 02601 w-T*Jown.barnstabl.e.ma.us Office: 508.-862-403 8 . Fax: 508-790-6230 Prop erly`.Owne' r Mu' s Complete and Sigh This Section : If Using .A.Bulder as Owner of=ct propelt7 hereby authorize. U 1. G 1 1. b� G , . i- ✓',L, to act on my behalf, in a1 matters relative to.work authorized bytU building permit application for; . /77 , (Address of Job) Sig e of Owne ate Print Name Q:FOP-M S:OwNERPEFV1S S ION Ca REScheck Software Version 4.5.0 Compliance Certificate Project DELUXE VILLAGER MODEL Energy Code: 20091ECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,731 ft2 Glazing Area 12% Climate Zone: 5. Permit Dater Permit Number: Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING INC. Compliance: 1.3%Better Than Code Maximum UA: 312 Your UA: 308 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or.cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor SLOPED CEILING: Cathedral Ceiling 700 30.0 :0.0 0.034 24 FLAT CEILING: Flat Ceiling or Scissor Truss 11031 38.0 0.0 0.030 31 TOTAL WALLS:Wood Frame, 24"o C. 2,080 23:0: 0.0 0.056 100 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 227 0.340 77 Door 1: Solid 42 0.280 12 Door 2: Glass 21 0.340 7 TOTAL FLOOR:All-Wood J oist/Truss:Over Unconditioned Space 1,731 30.0 :0.0: 0.033 57: 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 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requi ent li ed in the REScheck Inspection Checklist. Name Sprilbtuie ate Project Title: DELUXE VILLAGER MODEL _ Report date: 03/05/1 Data filename: C:\Users\Fine.Line Design\Documents\REScheck\THE.DELUXE VILLAGER.rck Page 1 of 8 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2009 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements.screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Ins ection/PlanReview- .' Complies? Comments/Assumptions,.P Value: Value &Req.ID a 103.2 :Construction drawings and r .. ❑Complies [PR1]1 :documentation demonstrate 1 ;energy code compliance for the ` ❑Does:Not building envelope. „ E]Not Observable I ❑Not Applicable 103.2, :Construction drawings and ? ❑Complies 403.7 :documentation demonstrate ❑Does.Not [PR3]1 :energy code compliance for ;.lighting and mechanical systems „, [:]Not Observable y Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the commercial code. 403`.6 I(Heating and cooling.equipment is; Heating: Heating: ;❑Complies [PR2]2 i sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not i on loads per ACCA Manual J or other approved methods. Cooling: . Cooling: ;❑Not Observable } Btu/hr Btu/fir T❑Not Applicable Additional Comments/Assumptions: 1 J.High Impact(Tier 1) 2 Medium Impact(Tier:2) 3 Low Impact(Tier 3) Project Title: DELUXE VILLAGER MODEL Report date: 03/05/1 Data filename: CAUsers\Fine Line Design\Documents\REScheck\THE DELUXE VILLAGER.rck: . Page 2 of 8 I y 009 1EC+ Foundation Inspection; . Complies? Comments/Assumptions k 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in.below grade. ❑Not Observable; 3 ;❑Not Applicable:. 403.8 Snow-and ice-melting system con trols;❑Complies ; [FO1212 linstalled. ;❑Does Not - ❑Not Observable; ❑Not Applicable. ; ... Additional Comments/Assumptions: 1 J.High Impact(Tier 1) 12 JlVledium Impact(Tier.2) 3 Low Impact(Tier 3) Project Title: DELUXE VILLAGER MODEL Report date: 03/05/1 Data filename: CAUsers\Fine.Line Design\Docum. ents\REScheck\THE DELUXE VILLAGER.rck Page 3 of 8 Section Plans Verified Field V.ertf'ied # framing/Rough-In inspection Complies? Comments/Assumptions &`Req.ID Value- Value. 402.1.1, ;Door U-factor. U- U- ,❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not ;table for values. [FR1]1 ; 1❑Not Observable ❑Not Applicable j 402.1.1, ;Glazing U-factor(area-weighted U- IU- :Complies ;See the Envelope Assemblies 402.3.1, ;average). ❑Does Not table for values. 402.3.3, . 402.5 ❑Not Observable [FR2]1 ; ;.. ❑Not Applicable. 303 1 3 ;U-factors of fenestration products h ❑Complies _ I. [FR4]1 are determined in accordance with the NFRC test procedure or. f ;?. ❑Does Not !taken from the default table. ❑Not Observable ,' .;. ;❑Not Applicable 1 402.3.5 CSunrooms enclosing conditioned U- ; U- ;❑Complies [FR8]1 ;space have a maximum ; ❑Does Not ;fenestration U-factor of 0.50 in. Climate Zones 4-8. New glazing _ ;❑Not Observable i separating the sunroom from 1 ;❑Not Applicable ;conditioned space must meet code requirements: ; 402.3.5 Sunrooms enclosing conditioned ; U- ;: um ❑Complies ; [FR9]1 ;space have a maximum skylight E❑Does Not .U-factor of 0.75 in Climate Zones 4-8 ; I❑Not Observable ; ❑Not Applicable 402 4.4 Fenestration that is not site built 1 ❑Complies [FR20]1 .is listed and labeled as meeting AAMA/WDMA/CSA 101/I.S.2/A440 g Does Not :or has infiltration rates per NFRC a [:]Not Observable 1. 400 that do not exceed code ; Not Applicable j limits.. _ Y 402.4.5 y IC-rated recessed lighting fixtures '' ❑Complies [FR16]2 sealed at housing/interior finish ' 3 ❑Does Not and labeled to indicate s2.0 cfm ` leakage at 75 Pa: ❑Not Observable .F.. . .;:❑Not Applicable' , : 403.2.1 ;Supply ducts in attics are .1 ; PP Y R- R-: ,❑Complies. , [FR12]1 linsulated to>_R-8.All other ducts ' R_ R_ ❑Does Not ;in unconditioned spaces or ;outside the building envelope are; ❑Not Observable 'insulated to>_R-6. ; ... ;❑Not.Applicable ; 403.2.2 ',All joints and seams of air ducts, ❑Complies [FR13]1 air handlers,filter:boxes,and "' fi _ f ❑Does Not ;building cavities used as return A; r h ;ducts are sealed. ❑Not Observable ; r ... : _ ❑Not Applicable 403.2.3 1 Building cavities are not used for y "❑Complies [FR15]3 lsupply ducts. ❑Does Not f ' ❑Not Observable Y` ❑Not Applicable 403.3 HVAC piping.conveying fluids R- C R ;❑Complies [FR17]2 above 105 9F or chilled fluids ; j❑Does Not below 55 9F are insulated to >_R- 3 i❑Not Observable ❑Not Applicable...' 403.4 jlCirculating service hot water R- R- ❑Complies [FR18]2 , 'pipes are insulated to R-2. ❑Does Not []Not Observable ; Not Applicable. . 1 J.High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DELUXE VILLAGER MODEL Report date: 03/05/1 Data filename:C:\Users\Fine Line Design\Docume.nts\REScheck\THE DELUXE VILLAGER.rck Page 4 of 8 Section ' Plans Verified Field,Verified # Framing/Rough-In Inspection Complies? Comments/Assumption's Value. Value &Req.ID 403.5 Automatic or gravity dampers are ❑Complies i (FR19]2 3 installed on all outdoor air ❑Does Not = intakes and exhausts. ❑Not Observable - r ❑NotApplicable Additional Comments/Assumptions: I 1 High.lmpact(Tier 1) 1 2 IMedium Impact(Tier 2):. 3 Low Impact(Tier 3) Project Title: DELUXE VILLAGER MODEL Report date: 03/05/1 Data filename: C:\Users\Fine Line, Design\Documents\REScheck\THE,DELUXE VILLAGER.rck: Page 5 of 8 section Plans Verified Field Verified # Insulation Inspection , Complie ii Comments/Assumptions & Req.ID Value - Value ; 303.1 All installed insulation is labeled ❑Complies [IN1.312 or the installed R-values ❑Does Not provided. 4-4 , . ## ❑Not Observable. 3 ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ;y R- '❑Complies ;See the Envelope Assemblies 402.2.5, j El Wood ;❑ Wood ❑Does Not ;table for values. 402.2.E [IN1]1 ; ❑ Steel El Steel ❑Not Observable ❑Not Applicable 303.2, !Floor insulation installed per afi' ; ❑Complies 402.2.6 i manufacturer's instructions,and P° , _. �.; 4 4:. .;L' i y . ❑Does Not [IN2]1 ;in substantial contact with the r.. underside of the subfloor. ❑Not Observable J § a ❑Not.Appliicable 402.1.1, :Wall insulation R-value. If this is a R- R- ;❑Complies ;See the Envelope Assemblies 402.2.4, ;mass wall with at least W of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.5 wall insulation on the wall 1 ;❑ Mass. L❑ Mass ;❑Not Observable [IN31 exterior,the exterior insulation 1❑ Steel ❑ Steel ❑Not A licable requirement applies. pp ; ; 303.2 iWall insulation is installed per f ❑Complies [IN4]1 !manufacturer's instructions.. ❑Does Not ❑Not Observable ; ❑Not Applicable 402.2.11 ;Sunroom wall insulation has a ; R- ; R- ❑Complies [IN8]1 minimum R-value of R-13. New ;❑Does Not ;walls separating the sunroom '❑Not Observable ; ;from conditioned space must ; meet code requirements: t)Not Applicable 303.2 ;Sunroom wall insulation installed E 4 ❑Complies [IN9]1 ;per manufacturer's Instructions. ti,; :. ❑Does Not 44 ❑Not Observable 1 Y' V Z ` ❑Not Applicable ;- 402.2.11 'Sunroom ceiling ; minimum R- R- ElComplies [IN10]1 insulation R=value of R-19 in TIDoes Not Climate Zones 1-4, and R-24 in Climate Zones 5-8: j ❑Not Observable ; ;❑Not Applicable 303.2 ;Sunroom ceiling insulation is F = ❑Complies [IN1111 installed per manufacturer's ❑Does Not instructions. r ❑Not Observable ; - ]E]Not Ap plicable Additional Comments/Assumptions: 1 Nigh Impact(Tier 1) 7 Medium Impact(Tier 2) 1 3,1 Low Impact(Tier.3) Project Title: DELUXE VILLAGER MODEL Report date: 03/05/1 Data.filename: C:\Users\Fine Line Design\Documents\REScheck\THE DELUXE VILLAGER.rck Page 6.of 8 I Section Plans Verified Field Verified # Final Inspection Prowsions Complies? Comments/Assumptions Req.ID Value : Value 402.1.1, Ceiling insulation R-value.Where ' R- E R- ❑Complies ;See the Envelope assemblies 402.2.1, ;>R-30 is required, R-30 can be ❑ Wood W. ❑Does Not table for values. 402.2.2 used if insulation is not ;❑ Steel ;❑ Steel [FI1]1 :compressed at eaves.R-30 may ❑Not Observable i be used for 500 ft2 or 20% ; ❑Not Applicable (whichever is less)where sufficient space is not available. 303.1.1.1,;Ceiling insulation installed per _ 1 " ❑Complies 303.2 •.manufacturer's instructions. ❑Does Not . [17I2]1 ;Blown insulation marked every 300 ft2. ❑Not Observable . � _� � ❑NotApplicable . . 402.2.3 'Attic access hatch and door ; R- R- ❑Complies [FI3]1 insulation >_R-value of the ❑Does Not !adjacent assembly. ❑Not Observable 1 I ;❑Not.Applicable . .. 402.4.2, ;Building envelope tightness ACH.50 ACH 50 _ ;❑Complies 402.4.2.1 verified by blower door test result ;❑Does Not [FI17]1 of<7 ACH at 50 Pa.This requirement may instead be met Not Observable via visual inspection,in which j❑Not Applicable ;case verification may need to ; occur during Insulation Inspection. ;:. . :. . 402.4.3 Mood-burning fireplaces have 10complies (FI8]z 5 gasketed doors and outdoor > = ❑Does Not !combustion air. ; ❑Not Observable ,. j ❑Not Applicable 403.2.2 ,Post construction duct tightness cfm cfm ;❑Complies ; [FI411 test result of s8 cfm to outdoors, ; ❑Does Not ; or 512 cfm across systems. Or, rough-in test result of<6 cfm ❑Not Observable across systems or 4 cfm ;: : Not Applicable< ; without air handler. Rough-in test verification may need to occur !.during Framing Inspection. I 403.1.1 ` ;Programmable thermostats ❑Complies [FI9]z installed on forced air furnaces. ❑Does Not i . • �. ��.. � �. i, ❑Not Observable. ; .. `R ❑Not Applicable 403.1.2 1 Heat pump thermostat installed ❑Complies [1`116]z !on heat pumps. f`'. ❑Does Not. v❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies [FI11]z Isystems have automatic or ❑Does Not )accessible manual controls: q ¢ x ❑Not Observab►e , .. ❑Not Applicable 403.9.1 l Readily accessible switch on s; =❑Complies [FI12]3 heaters for swimming pools. : ❑Does Not 110- ❑Not Observable j ❑Not Applicable. 403.9.2 ;Timer switches on pool heaters `40Complies [Fill913 and pumps are present. [:]Does Not T ❑Not Observable ; .. ❑Not Applicable T Nigh lriipact(Tier 1) 1 2 IMedium Impact(Tier 2) 1.3.1 Low Impact(Tier.3) Project Title: DELUXE VILLAGER MODEL Report date: 03/05/1 Data filename: C:\Users\Fine Line Desig n\Documents\REScheck\TH E DELUXE VILLAGER.rck. Page7of 8 section Plans Verified Field Venfied, # Final inspection ProvisionsComplies? tomments/Assumptions Value, Value &Req.ID = ' 403.9.3 Heated swimming pools have a :, ❑Complies [F120]3 ;cover.Covers on pools heated a z - ❑Does Not over 90 QF are insulated to R-12. e ;> ❑Not Observable ❑Not Applicable 404.1 ;50%of lamps in permanent • �� ❑Complies [F16]1 !fixtures are high efficacy lamps: ❑Does Not : . ; ., > - El Not Observable ; a n ❑Not Applicable .: 01. �Compliance certificate posted: � � � � Complies ❑Does Not ❑Not Observable 1. 4. :.: ❑Not Applicable 303.3 {Manufacturer manuals for " E]Complies ; [FL18]3 ]mechanical and water heating ❑ Does Not equipment have been.provided. -� �� at- ❑Not Observable ! .. ❑Not Applicable ; Additional Comments/Assumptions: .:.:: 1 High.Impact(Tier 1) 2' Medium Impact(Tier 2).: .: 3 Low Impact(Tier 3) Project Title: DELUXE VILLAGER MODEL. Report date: 03/05/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE DELUXE VILLAGER.rck Page 8.of 8 2009 IECC Energy Efficiency Certificate Insulation . Wall _ 21.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.34 - Door 0.28 CoolingHeating& Heating System: Cooling System: - Water Heater: Name: Date: Comments Ii i i .. .. - AWC Guide to Wood Construction in High Wind Areas: H0 mph Wind Zone Massachusetts Checklist for Compliance (7soCMx5301.2.1a)1 DELUXE VILLAGER MODEL-COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)..................... ............................:...::......... .................................................110 mph Q WindExposure Category................ ..................... ......... ......... ...............................................:..............B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... 1 stories :5 2 stories Q RoofPitch .........................................:. ..............................(Fig 2) ....................................................8<_12:12 Q Mean Roof Height ....... . ................................... ...:...............(Fig 2).... .::............................. :......18 ft <_33' Q BuildingWidth,W..............:................................................(Fig 3):................................................. 52L ft <_80' .. Q Building Length, L .......................... .........................(Fig 3)................ ..................74 ft <80' . Q Building Aspect Ratio(L/W) ........... ......... ...................(Fig 4).... ......... ........:5 <_3:1 _ Q Nominal Height of Tallest Opening2 ................... ::;,,.,..........(Fig 4).,... ........................ 6'-8"<_6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....::..............(Table 2) ............................ .....::................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 . Concrete........ ............................... .............................................. Q ............................... Concrete Masonry..................................... :.:............................ N/A..'. 2.2 ANCHORAGE TO FOUNDATIONli3 . 5/8"Anchor Bolts imbedded or 5/8 Proprietary Mechanical Anchors as.an alternative in concrete only Bolt Spacing—general ..................... .... .........(Table 4) . .......,... 32 m. Q.. Bolt Spacing from end/joint of plate .... ......... .......(Fig 5)............... .,.......12 in. <6"—12 Q Bolt Embedment—concrete..... ..................... .........(Fig 5)............... ..................7 in.>_7 Bolt Embedment—masonry................. (Fig 5)... in. >_15" N/A Plate Washer. ...:::...:........................ (Fig 5),. >_3.'x 3"x'/4' Q 3.1 FLOORS Floor framing member spans checked ....., (pe r 780 CMR Chapter 55)......... Q Maximum Floor Opening Dimension...................................(Fig 6)... ......... ................................ ft:5 12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..:.::..............................: : N/A Maximum Floor.Joist Setbacks Supporting Loadbearing Walls or Shearwall...........I.....(Fig 7).'.. ..................... ...:.. .....,_ft <_d N/A . Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall::...:..........(Fig 8):.. ft s d N%A Floor Bracing at Endwalls.. ......... .................. .....:...(Fig 9)................ .......... Q Floor Sheathing Type .................... ......... ....................(per 780 CMR Chapter 55)......... ....................... Q: Floor Sheathing Thickness ......................... (per 780'CMR Chapter 55)......... .::..3/4 in. .. . .. Floor Sheathing Fastening. ....... ................................(Table 2)...........8 d:nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls....... ............... ............. ..,...(Fig 10 and Table 5)....... ....................8 ft :5 10, Q Non-Loadbearing walls............ ...................... .........(Fig 10 and Table 5)....... ...................18 ft <_20' Q Wall Stud Spacing .. .....................(Fig 10 and Table 5).....................24 in.<_24"o.c. Q . Wall Story Offsets .................... ...................... .........(Figs 7&8)....... ..................... ........ ft <_d N/A :i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts.Checklist for Compliance (780CMR5301.i.1.1)' 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)...........................................2x6.8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5) ......... .....;....:::...........2x6 . 18 ft 0 in. Q Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10)...............:..........................::...................... Q WSP Attic Floor Length........................ .:.... .........(Fig 11 ...:. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11).............. ..............................26 ft>_0.9W: Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................................................. . . N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length .. .._.......................... ...:::.(Fig 13 and Table 6).:.......................................::8 ft Q Splice Connection(no.of 16d common nails)..............(Table 6)........................ ...... ..............................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7) ........ ..................... ...:..............2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)........ ...................(Table 8). .:..::...............................,.....................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9)..........................................6 ft 0 in. 5 11 Q Sill Plate Spans ...................................................(Table 9)............ .........3 ft 0 in. <_11' Q Full Height Studs (no: of studs)........... ...................(Table 9) ......................... :...........3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance.to.Table 9) Header Spans............ ................................ .......(Table 9)............ ....:....................8 ft 0 in.<_12, Q Sill Plate Spans...........................................................(Table 9).............................:....._ft_in. 5 12" N/A Full Height Studs(no. of studs)............ ..........(Table 9) ......:......................... .....................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,'W Nominal Height of Tallest Opening2 ......:.: ,6'-8"<_ Sheathing Type......................,...........,::.........(note 4).:..:.:.......::..................................... ....WSP Q Edge Nail Spacing..... ...................... .,...(Table 10 or note 4 if less) .......................:...3 in. Q Field Nail Spacing....... ...................................(Table 10)....................... ...........................12 in. Q Shear Connection(no. of 16d common nails)(Table 10) .......... .....................4 - Q Percent Full-Height Sheathing ................(Table 10) ....................................................30% Q 5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts)....... ....... Q Maximum Building Dimension, L Nominal Height of Tallest Openmgz..::::..................... ....,....................... 6'-8"5 6'8" Q Sheathing Type ................... ........ ......:,(note 4).............. WSP: Q Edge Nail Spacing..... ..................... .........(Table 11 or note 4 if less) ............................3 in. Q Field Nail Spacing..........................................(Table 11) ..............12 in. Q Shear Connection(no.of 16d common nails)(Table 11)...................;........................................4 Q Percent Full-Height Sheathing.......................(Table 11)......................................................15% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Rated for Wind Speed? ..... [� w � AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (ego c>vrR 5301:2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) 0 Roof Overhang .................................................... (Figure 19)...............2/3 ft<_smaller of 2'or U3 0 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)......................... ....................U=236 plf. [� Lateral.............................................(Table 12).......................:.......................L=176 plf 0 Shear...............................................(Table 12).................................................S=77 plf 0 Ridge Strap Connections, if collar ties not used per page 21... (Table 13):..................:.............T= :plf N/A Gable Rake Outlooker......................................... (Figure 20).............. ft<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................:...............(Table 14)....:......................................:.U lb. N/A Lateral(no. of 16d common nails)...(Table 14).......................................L= lb.:. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59 Roof Sheathing Thickness................... - ;,.,........... ............. ....................518 in.>_7/16"WSP 0 Roof Sheathing Fastening........ ......... .................(Table 2) ...:..:..:...,.8d : Q DELUXE VILLAGER MODEL MEETS-THE-CHECKLIST IN ITS ENTIRETY,THEREFORE THE FOLLOWING `NOTE APPLIES: Notes: 1. This checklist shall 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 and Figure 18b 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. 4. a. From Tables 10 and 11 and location of wall sheathing.and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing 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 athirst 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 centerper figures below: Vertical and Horizontal Nailing.for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (78.0 CMR 5301.2a.1)1 MEN THIS EDGE RESTS ON RRAh11NG LW&i MAiL$ AT6b c. is n n i . 1I Il 11 1 i 11 11 11 . 1 so I'd IL .... ..: 11 11 IfsIj . I1 11 d ii ii IW 1 1 J. It _ it .. It DOUR"SF]GE `--- NAILSPACNG i } E PAI El d 1'er- Y See Detail on Next Page Vertical and Horizontal Nailing fdr Panel.Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7so cMR 5301.2a.1)' to Cr i r Ff1AMING MEMBER$ ; i � EOGfl RyTERhAEDUITE "i r 1 i 1 1 k 1 1 �...L.. 1 ! STAGGERED NAIL PATTERN PANEL PAW EDGE— DOUBLE MAIL EDGE SPAUNG DETAL Detail Vertical and Horizontal Nailing. for.Panel Attachment TOWN OF BARNSTABLE 7v Ln -- � . n ^ZS � - cl W O U..� Z 00 a El _ - - -- - —_-------= -- Q : n FRONT ELEVATION �"�/"�■' 0�.' o + . ,�i..1i:.1'�—iJ I, 'I.-.r'�i .. SCALE: I/4° I-� .. - �/I l Lli Z 12 N w3 U� Z A ® w W 0 N E gw_� O_ ® ZH Q w aa1 w m w z� _ Qo II SHEET (L_________________________--- REAR ELEVATION A SCALE: 1/4' - I'-O' J0B: 1401 DRAWN BY: KW • REVISED: 2/17/14 DATE: 1/24/14 • _. V N M N O - V 3 z J � U W a Q o uj :a car .. QINh ---' LEFT ELEVATION rjo SCALE: 1/4" I'-O" - W m {il m Z mo M a Z 1] B e� w3 VO A a w w u1 A� _O P w_F F F NU w �6 wm A zF ao S IEET RIGS-IT ELEVATION A2 -------------------� r 1 SCALE: I/4° I'-0' L-J JOB: 1401 DRAWN BY: KW REVISED, 27A4 DATE, 1/24/14 TWT2423 „j 14'-0' 30 I/e129]/B•14'-0° 5'-10' 14'-ID' I5'-4' V M TW 24410-3 B �,5Bx60 710- Z N 5I (3)I II 7/8 LVL{!DR _ 0 o - 1 in in O v I TW 2M1 -2 112'C LING I TW 24410-2 - y !•• 59 1/B1z10 T/B' - I �o�UNM I 59 7/e°z60 7/3' _ V ucur 0 21k v c 12a-L 2fil (3)II T/B'LVL NOR II - n FIRE 2H _ BUILT IN �I'V - _ z L C' .RATED c SHELVES ABODE 2'�B' 2TAZ-� W.I.G. M 0 ___—_—_—__—�n W DINING - uRP� Q 0 . OAK 4.: VAULTED CEILING 0 P'•' . _ ID'-b•P FLAT CY BULK HEAD RAL CEILING o Tw 24410 _ caNRETE SLAB GREGARAGE 12'-W AT ROOM _ MASTER BEDROOM 7c Q -PITCH TOWARD DOORS - OAK +� TV - n N � i S N 7 - w ---------------------------- E a 0 b o MASTER Tw 24410 U) Lo 4'-10° o 2 RpTLJ :ryf 10'-4° T ITILE90 I/3'z60 T/B' o� w _ ___ -_ _ BUILT IN __ _A_ -____ x IL 14•LVL FINI PIN ABOVE 'LINEN•Q ( I CABS W/ _ it EAM ABOVE _ - •-,,. -�•... -.•v'.��. m 2. im zP� SEE NARROW WALL _ ..>n •'! a„ 1 DETAIL OO1DN tt ® 9• I H RAISED CEILING V it 2E l0'-6• c 12 S - Y) a= .-6 -J FLAT CE LING _b - BATH 24 O NC CORETE APRON I C FOYER HALL J� 2fi TILE - _ c 235 o 2H - h 40 In'z41 SW pw 2� 2 S r - O- W 2' _IO oW111'-41n' V 3OLl Q y L L 1 REIF' 3'-6 I/4' 14-3 3/4' Q L TW 24aD I. Id-e 4THEDRaL CEILING 30 VB'z60 r/H- Lu BFEDROOM #I W4 m BEDROOM #2 �— c _ I uRPE'tl w cARPEr a Z ° R p F— O I I + _ W r C011PUTER I p Q n u'-o• 2'-b 5'-2' 5'-I0' 5'-0• 6'-d $ 6'-0° T-0' ~ '� 7'-0' SWEET I0-0• 121-0' 14'-0, FIRST FLOOR PLAN JOB: 1401 SCALE: 114' a V-0' DRAWN BT: K REVISED: 2/I7/14 DATE: 1/24/14 ' N 1 - 14'-0' 14-0° " 36'-d' d O 20'-0' r^ 4I -. QQ L-- J N I 1-2-2zb GIRDER 1.P.T.POST I ►ICI 3 I I GA .METAL POST ANCHOR I W "I 10''BONO TUBE'PIER W/ 26''BIG FOOT'FETIN G TYP. m - Lw wQ 6FI —J t I I LL • BY OWNER i m z I LL W _ ji. I I I : I I DROP WALL I n - UNDER TOW WALL ---- -- — -- W 0 FI -- --- - -------- --- - - I POCKET a4 r-q•coNc.WALL B''I PKT -� - 16•zb'CgfTIN0005 FOOTING TTP. I f v j T i 13, 14 0 14'-0'• 7'-B° I 7'-B' w ty I I I !I I A 6410°'CONTINUOUS FOOTIN4 TYP I. - r I i. �O I I 2B I I TD`W L i voDRs III .',..IIIII V Ic•O.G _ ��I-J:tr UILL•B.16AC•noScE E7MEN IIIII 23M24p42t2'a3L— ^II am' o O U) TrO GARAGE F �RwaS 1 1� (j NOTE: Z ANCHOR BOLTS EMBEDDED 7" O 32SPACED rTD z vAM RETWER 16.O.G. 16'OCGARNER12' FROM m a 3°WASHERS z3'zl/4' 0 m DO WA SEE NARLLDLELR W i — a I vROP oLL� DETAILhTF --- I I I I t -1 L1J i i = zQ I } LU o I — I'rl 1 =1 = awF Q � D z BEAM POCKET I .. L - - - Np 0. . -- -- l �- so•.so:u•DICONCRETE 1PAD TTP. I I I 0 r 2 W. CONC.WALL I - O �� �ai°I I '� IG'zl CONTINUOUS FOOTING TTP I • ` -t BEAM POCKET I Q 0 4°4 P.T. GALV.METAL POST 9'-b. b:_g• I r—+D .------------ o 10''B?IO TUBE'PIER W/ 22 '13IG FOOT'f:0VTIW rp. SHEET 14-0° I6'-O' 12'-0' I4'-0' e'-O' FOUNDATION PLAN JOB: - 1401 .SCALE: 1/4' - 1'-O' DRAWN BY+ KW REVISED: 2/17/14 DATE: 124/14 U " Z � 0 m � Tj Z � ; .. - 32'-0• 16'-O 16'-0• L /r - r.`.r U '4• RI 1� % 2r12 RIDGE BOARD - - / moo ASPHALT S/B'CDX PLYWOOD k :a Ar RIGID WIND WASH BARRIER REWIREDde �C N /• AT EXTERIOR EDGE OF EXTERIOR WA n 12 TOP PLA 12 8�7,6 00 as FASTENERS AT ALL_ R38 F.G.INSUL� r^ ry O y z6 P 16'O.C. i 6. 'F+da V, Li YI .' �De RAFTER/TOP PLATE 12 W �C JUNCTONS TTP. Y a a ['m_'• (2)1 3/4'r W LVL 8 0/6 Oc W WZ 2rBe 160.C. f 16' C 00 i KITCHEN (s)2K1de m O __ Iz3 STRAPPING - ." Sx5 F.C.GTP.BD. POST IN WAIL- - 1.6 TIG BEAD BD. M BETWEEN GARAGE 4 LI NGG C3)2x12 HDR BEI,OND O Id CO. W /� A AREA I" GARAGE BLOCKING 4' - IN FIRST TWOO BI JD IIST AND RAFTER O _ v p - c BATS FROFI GABLE WALL TAG 9/4'PLTWWD - - SOLID BLOCKING R21 F.G.IN3UL. - RW F.G.INSUL. V2'CM SNEATIING DECK li TTVEK/W.C.SHINGLES 4•CONCRETE SLAB , PITCH TOWARD DOORS P.T.310 Y 16'O.C. (3)2110 GIRDER TTP. P.T.2W,i 16'O.C. N 2-2 b GIRDER _ 4.4 P.T.POST 3 VZ'STEEL COL. I I W Q mid'I..ONO TUBE'PI�ECRW 'Yidzl2"FQ]fING u 0 :1 26''BIG FMT'FOOTING TTP. Pi / - 0 W 24'-0" 10'L-SoNt TUBE'PIER W/ ' 20'BIG FOD FOOTING 3 U2'CONC.SIRS O LuLU Z Ar z F. ao J SECTION j1B" SECTION "A" SCALE: 1/4' a I'-O' SCALE: 1/4' - I'-O' SHEET � 1 .�: 1401 DRAWN BT: KW DATE: 124/14 to zCq o W G -_ Az � w 14,O" _ 14�-0" 8,-4 Y� U w � a o ANC _ � m u ' GARAGE ` '��r��v///JJ) O{lI 4 Z ' m = y1 I M IL 5L4NT FOR - NE4DRN1'1 N 3 H N U u o O r Q O N SHEET S2 FIRST FLOOR FRAMING PLAN JOB. 1401 SCALE: 1/4°- I'-O' DR .N BY; K DATE: 1/24/14 ' f � N (3)II W.-LVL NOR III z O • . - K ^ Y! 1` 0 Lw" (3)11)/B LVL NDR - F .. w C „ V o 2><12 RIDGE n•O W ♦n � VI VJ W 00 �m w 2 12 RIDGE Z m O pma - BEARING WALL LU - wQ 0 1: OL W -WILD OVER' VALLEY W FJ SI H •BUILD WER VALLEY• r or H Z I- U) Q O 12'-O• 26'-O• ROOF FRAMING PLAN SCALE: 1/4" - I'-O° SWEET y S3 JOB: 14M DRAWN BY. K DATE: 1/24/14 • U a C9 IN EYTEND HDR TO CDRNE 2abDBL TOP PLATE RAFTER® b"O.C. �0 ,^ FULL'HGT.STUDS _ - j /�— I - ~ n"c�.i JACK STUD " - In NAIL.TOP PLATE TO BT OP HOR APPLT SIMPSON MSTAIB CONNECTOR H2.5 0 EA.RAFTER W W/2 ROWS OF—NAILS ON THE INSIDE FACE OF HEADER ..1 a 5"O.C. TO EACH JACK STUD J�`y STRUCTURAL PANEL HEADER TOP PLATE NAILED Sd EDGE AN CONTINUOUS HEADER .0 ®3'O .EDGE AND FIELD CORNER TO CORNER - j ~ N 0 ' = OVER MULTIPLE OPENINGS � ^ {L 1■I^■ w o DOOR TRIMMER STUDS - z ° SMEAR WALL COMPLIANCE: O RAFTER TO PLATE CONNECTION V -ALE N.T.S. F� 1. 2-5/8'ANCHOR BOLTS - W' ER IC EACH WALL RUN J W -3'x PLATE WASHERS VERTICAL SHEATHING WITH EACH NARROW WALL SECTION Via` Bd NAILS 3'EDGE/12' FIELD M 'w 0 . ii (4)16d NAILS PER FT BOTTOM PLATE w �. O til L- 15%OF EACH WALL RUN "� a••I 20%"DR>bl_B* n i*i .�. VERTICAL SHEATHING WITH - w le.. Bd NAILS 3° EDGE/12' FIELD (4)I&d NAILS PER FT BOTTOM PLATE r UJ a NUMBER OF NUMBER OF NAIL SPACING - JOINT DESCRIPTION w COnMON NAILS BOY NAILS ONARROW WALL BRACING AT GARAGE DOOR 4 SALE'N.T.S. ROOF FRAMING BLOCKING TO RAFTER(TOE NAILED) END RIM BOARD TO RAFTER(END NAILED 2-Ibd 9-16d EACH END I� ♦! li WALL FRAMING TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-Ibd S-16d AT JOINTS - STUD TO STUD(FACE NAILED) 2-Ibd 2-Ibd 24'O.C. DOUBLE ROW HEADER TO HEADER(FACE NAILED) Ibd Ibd 24 O.C.ALONG EDGES STAGGER NAILIN INTO BOTH PLATES FLOOR FRAMING 2nb ML TOP PLATE _ JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-Bd 4-I0d PER JOIST J BLOCKING TO JOIST(TOE NAILED) 2-U 2-IOC - EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) S-Ibd 4-I'd EACH BLOCK 3 LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-I14 p_Ibd EACH JOIST W Q w JOIST ON LEDGER TO—(TOE NAILED) S-Ed 9-IOd PER JOIST V Q 04NO JOIST TO JOIST(END NAILED) 9-Ibd 4— PER JOIST W BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 9-Ibd PER FOOT W VERTICAL ROOF SHEATHING 0 Q STRUCTURAL PANEL - 0)L j NAILED bd COnI'%lN WOOD STRUCTURAL PANELS W r O 3'O.C.EDGE AND 12"IN FIELD Eq 1pq b'EOGE/6'FIELD W V RAFTERS OR TRUSSES SPACED UP TO I"O.C. q 1 'EDGE/b'FIELD Uw ° RAFTERS OR TRUSSES SPACED O✓ER 16'O.C. Sd w Z F � GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG Ed IOd 6°EDGE/6'FIELD Q Q GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL Sd IOd 6'EDGE/b'FIELD N U ASGLEE EDGE/q'FIELD ENDALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS Bd IOd 4' ASL W W N CEILING SHEATHING Q DOUBLE RCW T GE/10'FlFLD 'STAGGER NAILIN GYPS—WALLBOARD Sd COOLERS - Q 0 INTO BOY AND SILL --1 WALL SHEATHING WOOD STRUCTURAL PANELS BTUDS SPACED UP TO 24'O.C, m IOd 'i=:E:-FIELDYi'AND�'FIBERBOARD PANELS Bd _ FlFLD 15'GYPSUM WALLBOARD bd COOLERS f1ELD SHEET V FLOOR SHEATHING WOOD STRUCTURAL PANELS S4 1'OR LESS Bd IOtl 6'EDGFII'FIELD OFULL HEIGHT SHEATHING —SINGLE FLOOR GREATER THAN 1' oe e r EDGJb'FlELo JOB: 401 XALE.N.T.S. DRAWN BY: KW DATE: I/24/14 1 y-D35 Cominouiveaath of Massa chusetjs Q fo�23l1 y Sheet Metal Permit PRES6 PERMIT . Date: 6 / I X Permit t H 6 -l I ^j Estimated Job Cost: S j()10(DC') c`.';•,4 - Permit Fee: 5 $ ;DD Plans Submitted: YES NO ✓ Plans Reviewed: YES NO � (_ UVN OF BARNSTABLE © Business License t !W 0 c Applicant License-4 Business Information: Property Owner/Job Location Information: Name: Q. VErn on Oh 1�PlE- F�-- , Name: aM Street: C� Vl>� Q� �1 City/Town::. Cl'�Q. LQ�`�� City/Totivn: Telephone: 50g_ /y�.� 1 1 00 Telephone: r) Photo I.D. required/Copy-of Photo I.D. attached: YES_� NO Staff Initial J-1 /M-1-unrestricted license J-2 /M-2-restricted to dwellings stories or less and commercial up,to 10.000 sq. c. /2-.stories or less Residential: 1-2 family y IMulti-family Condo./Towllihouses Other Commercial: ' Office Retail `Industrial Educational? Institutional Other Square Footage: under 10,000 sq. ft. ✓ over 10,000 sq, ft. dumber of Stories: Sheet metal work-to"be completed: New Work: ✓ Renovation: HVAC Metal Watershed Roofing' Kitchen Exhaust System Metal Chimney/Vents Air Balancing - - Provide detailed description of work to be done: t-,A eag�� dace- 600 'k 4: L INSURANCE COVERAGE: I have a current liabilitV insurance policy or its equivalentwhich mee_ts:the.requirements of M.G.L. Ch.112 Yes No ❑ I If you have checked Yes, indicate the type of coverage by checking the appropriate box below: A liability insurance policy ( Other type of indemnity El Bond ❑ I OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature%on th;is'permit application� i waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owners Agent By checking this box❑,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection - - Date Type of License: By ❑ Master f Title ❑ Master-Restricted L T—(M City/Town r- L!Journeyperson Signature of Licensee Permit ❑Joumeyperson-Restricted T License Number: of 7 Fee 5 ❑ Check:attry %}'.rnass.coy;d;)! i I Inspector Signature of Permit Approval r The Commonwealth of Massachusetts . Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia. Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): t e n o n l AJ i e I e P lu rrrn 6,.,a v- 2 n4 'n L— Address: d \J Ala R,,,, c Po R o x )d is(, City/State/Zip: W . C W A-) 1. .,-, Phone#: ( 0$) 91L/ )I Go Are you an employer?Check the appropriate box: Type of project(required): 1:�E] I am a employer with ,5 _ 4. ❑ I am a general contractor and I employees(full and/or part-time). have hired the sub-contractors 6. New construction listed on the attached sheet. 7. ❑ Remodeling 2.El I am a sole proprietor or partner- ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in an capacity. employees and have workers' y P y- ,. .9. ❑ Building addition [No workers' comp. insurance comp.insurance.= required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their. 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]' c.-152., §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. I im an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: A t.e_ A rnz t Ica 1 s,s \A k.a n w co rl A Policy#or Self-ins. Lic.#: c 9-7 d 1-1, /.3 Expiration Date: Job Job Site Address: VA 1-1 0 "s City/State/Zip: 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$250.00 a day against the viol r. vised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for ins n co v rification. I do hereby certify under t ain e s perjury that the information provided above is true and correct Si atur . Date: t 1 ! 1 Phone#: l a$� `l q — 1 f ty 0 Official use only. Do not write in this area,to be completed by'ciry 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#: w. Hizghtfa,x N1-1 10/4/2013 7 : 19: 41 AM PAGE 51/055 Fax Server - DATE ACCIR& CERTIFICATE OF LIABILITY INSURANCE 10-04.2013 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 13WAIVED.' subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement onthis certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - CONTACT ROGERS&GRAY INS AGCY PHONE Far. 434 ROUTE 134 PLC.W.E-h: r�:c r:�t SOUTH DENNIS,NIA 0266 0 An11 s' - - RJSURERIS)P.=FOzGI21G CCV°RAGE iv.IC INSURER A:ACE A:'dERICAN INSURANCE COt-IPANY INSURED - INSURERS: - - V'.'VERNON INHITELEY PLUMBING& INSURERC: HEATING CO INC&CHATHAPA SHEET I NIETAL INC Nsua.E G: PO BOX 1266 INSURES,E: 4VEST CHATHANI, AA C2669 , . INSURERF: - COVERAGES CERTIFICATE NUMBER: P,EVISION NUMBEP.: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTIVITHSTANDING ANY P.EQUIREIN4ENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUPAENT 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 TERiMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIP,(S. INSF1 IAD IPOLICY .IPOLICYmLTR TYPE OFINSURArJCE INSR1vJ POLICY I LIMITS I74DOYYYY - GENERAL LIABILITY LIMED I I _ OCCURRENCE RFR SEITNCEEO _ I S CCAIERCIiI GEPER.=!LIABILITY Et CLAIfASS:IAOE OCCUR (Anyan_pcscn) PERSOAL&ADV INp RY 19 L - AGGREGATE IS CEN•L A•3GFFGP.7=U.dIT A?PLIES P=F: F'ROOUCTS•COMP;OP AGG I S pEn- - IS FOLIC'!I I JECT I -I LOC frOF.21(1t0 SIXGLE AUTOMOBILE LIABW Y =a a-aCcrai LIMIT �. ]ANY AUTO - BODILY RJJURY(Peroaronj IS ALL OWNED SCHEDULED - BODILY VIJLIRY(Paracddantl S - JAUTOS AUTOS _ HIFEDAUTOS NOPJ{J'id4ED _ p�,U aTr,?AMAGE 5 LS UMBP.ELLA LIAB OCCUR EACH OCCURRENCE IS EXCESS LIAB CLAI IS ddAgE ACGREGAT S IDED I PCTENTION:S Is WORKERS COh1PENSATION X `,vC STATU. GTH- AF1D EMPLOYERS LIAGILITY � 1N � TORY 1.0,11T5 ER ' ANY PROPRIETOP/Pr TV=—FJ°XECUTI',,'2 E L EACH ACCIDENT $500,000 OFFICEa1NIE&IKREXCLUDED? 7 NIA 6S62UB '10-01-2013 10-01-2014 - (Mandawry in Id:!I qq-9 E.L.DISEASE•EA EMPLOYEE $500,000 Ifyae,d=scnta order 12L664 E.L.C•IS1SE•POLICY LCvIIT $500,000 DESCRIPTION OF OPE Z.-.TICNS te!c i - DESCF,IPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Addltlonal Remarks Schedule,-If more space Is required) CERTIFICATE HOLDER. CANCELLATION TO'•ANN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 200 MAIN STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HYANN I S,MA 02601 NOTICE WILL BE DELIVERED IN ACCORDANCE INITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE • �1 t 1 y 61988-2010 ACORD COP.POP.ATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD To iaa o f �i a .C1,5 t1W e - �- k=kc,,�. /gam 1 h,.) nas F. Gedr-l',Dirccuor l �i 16, B ail din a-vi,.Tision Ton 1�C i'j,.1)L'11 I] cemmissicr:er. 200,`ruin St ctt Il n=ai.e, fA O 6 1 ?r��i�l%.Ln t;n,h�t-cstzUf e.r.,z.•;;- o 50,-962-4032 r� : Sos-79o-62.3o P o���I L�r U;'S Jer f s l tc and S7pti 'F'' Section. f�;o ,p1e 7 TS in.E, A B U.7_l.d �1�"•f'I 9'uf;;=-L_'-r r , �pD.c_ of�1e SLL�jc(=L'i fC ter_ n.,-1 j f i IJ Uct-_}cJ1 rd at TF P��c?�e -_� � is app �.q� I01 E-;.n_tt �).eas c c oznple�e �h.e - r�zi�coYtTri' 7.� LIcersE E.l:-Mptj.cri J=4.o:, m on �rl� I,e case Sidi, Q:FO UA ':GV/l,fi-i'( RJ%i`: ! i'i I Fold,Then Detach AlongAll Perlor i aeons COMMONWEALTH OF MASSAGHUSETTS BOARD " SHEET METAL WORKERS SM AS, A BUSINESS t ISSUES_,THE ABOVE LICENSE TO TYPE ERIC T ,WH.,ITELEY W V;ERNONWHITEL_EY PLB6 AND —B 28 VILLAGE.. LAND:LNG 0- BDX 12.6.6.. W CHATHAM MA ',02G69 000 292629 160 .; 12/22/14 292629 ': Fold,-Then Detach Along All PeNorations { COMMONWEALTH OF•MASSACH 'USETTS o s • o e r BOAWD OE E s SHEET METAL WORKERS.< ' I SSUESTHE FOUL°OWIIJG LI CENSE` AS A MASTER UNRESTRICTED e ERI"C T�WHITEL'EY , � "� '' „ POR t�� bs 0 hOOX 2�}8- wr.. t..Fv'•.m�.,"'"� i. W WEST CHATHAM MAFO`2669 02>f8 ,;x 29;6702/28/16 180 1`2` x 5 , E ; A�SSA�CH�ITSE-TT'S� ��: ��tDR�ii7ER S - I �LICENSE I R. mrw � '� �lr. � NONE�nSZU199211.t �` a� 9 ti5tsex��M� cr 6�6 II v I a 1611 MAIN STS * ,,%p W:CHATHAM MA 0A 0109.20%Rev07752009 k ,f l Town of Barnstable Y, Building Department - 200 Main Street * M LE. * Hyannis, MA 02601 F16 9 +. (508) 862-4038 Certificate of Occupancy Application Number: 201401599 CO Number: 20140120 Parcel ID: 002002077 CO Issue Date: 09/08/14 Location: 197 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT. Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: r� Building Department Signature Date Signed TOWN OF BARNSTABLE , ; .'�Uildln'g IKE, 201401599 BARNSTABLE, Issue Date: 03/27/14 Pormit 9 MASS. i639• aN� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20140642 Fp� Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 09/24/14 Location 197 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002077 Permit Fee$ 816.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 160,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A SINGLE FAMILY RANCH WITH AN ATTACHED ONETHIS CARD MUST BE KEPT POSTED UNTIL FINAL CAR GARAGE, THE HOUSE HAS 3 BEDS AND 2 BATHS INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CiENTERVILLE,MA 02632 Application Entered by: JL Building Permit Issued By: -THIS PERMIT.CONVEYS NO RIGHT;TO OCCUP,YANY STREET,I ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER ORARILY OR E -ENCROACHMENTS ON.PUBLIC PROPERTY,.NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET'.OR AL EY,GRADES AS LL S DEPTH;AND LOCATION OF PUBLIC SEWERS MAYBE '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. t MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. SHEATHING INSPECTION .ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVEMENG STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE: PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.I42A). inn BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS . 2 L �'fl�� `�` 2 r2/ 3 - p►G 9�� �`/ 1 Heating Inspection Approvals���(.� Engineering Dept c'), �`�l � �G L/ Fire e 2 Boar of eal �_C Duct Leakage Test Form Customer Information: Test Conditions: Name: Bayside Building Date: 7/15/2014 Address: 1645 Falmouth road Bayberry square Time: City: Centerville Indoor Temperature(F): State/zip: Ma 02632 Outdoor Temperature(F): Phone: (508)775-1040 Floor Area(ft2): 1650 Email: System Airflow(cfm): 1400 Cooling Size(tons): 3 Heating Size(btu): 80,000 Building Address: (if different from above) Primary Location of Street: 197 Pheasant Hill Circle Supply Ductwork: Basement City/State: Cotuit Ma. Primary Location of Return Ductwork: Basement Comments: System located in the basement on one zone. Duct work in cold spaces insulated with r-8 foil faced insulation all others r-6. All joints seams and connections sealed with 1580 Venture mastik tape UL#181b-fx System tested after rough install with Minneapolis duct blaster. Sheet metal permit#2 201404111 Total Leakage Test Depress Press Outside Leakage Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Press. Flow Ring Fan Press Duct Press. Flow Ring Fan Press (Pa) Installed (Pa) Flow(cfm) Flow{cfm) (Pa) Installed (Pa) 25 3 69 Fan Model/SN: Results: Outside Leakage(cfm): Fan Model/SN: Outside Leakage as System Airflow: Results: Outside Leakage as Total Leakage(cfm): 69 Floor Area: Total Leakage as System Airflow: Eric Whiteley Toal Leakage as% W.VERNON eric@wvwhiteley.com Floor Area: 4.2 tN41C 28 Village Landing PLUMBING 14FATING AM CON6N CNING P.O.Box 1266 W.Chatham,MA 02669 Plumbing• Heating T 508-945-1100 Air Conditioning F 508-945-5549 Since 1952 www.wvwhiteley.com l�BoiseCascade Double 1-3/4" x 14" VERSA-LAM@ 2.0 3100 SP Floor Beam\F1301 ��TYJ Dry I 1 span I No cantilevers 1 0/12 slope Thursday, March 20,2014 BC GALC®Design Report-US /� Build 2627 IV pwo-'54v`f 9,11 CIrG� File Name: Bayside Anderson Job Name: Anderson Description:BEAM OVER KITCHEN/GREAT ROOM Address: Lot 77 Cotuit Meadows Specifier: J Madera City State,Zip:Cotuit,MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: 3i- . J-v'$-� �xG-: � n.�..-.. x..,.,,.aa' a"`�, .:� . r..ate. .. s';•� -�'�--t .x'. .,�,. µ*t* -a.� �, �, 15-04-00 . Bo 61 Total Horizontal Product Length=15-04-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live bead Snow Wind Roof live BO, 3-1/2" 1,073/0 2,370/0 3,450/0 B1, 3-1/2" 1,073/0 2,370/0 3,450/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115%, 160% 125%,. 2 Unf.Area(lb/ft^2) L 00-00-00 15-04-00. 15 30 15-00-00 3 Unf.Area(lb/ft"2) L 00-00-00 15-04-00 20 10 07-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 20,998 ft-Ibs 62.9% 115% 2 07-08-00 be verified by anyone who would rely on End Shear 4,713 Ibs 44% 115% 2 01-05-08 output as evidence of suitability for Total Load Defl. U342(0.522") 70.2% n/a 2 07-08-00 particular application.Output here based Live Load Defl. U576(0.31") 62.5% n/a 5 07-08-00 on building code-accepted design Max Defl. 0.522" 52.2% n/a 2 07-08-00 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 12.7 n/a n/a 0' 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes:To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 5,820 Ibs n/a 63.4% Unspecified (800)232-0788 before installaVon.\n\nBG CALC®,BC FRAMER 131 Post 3-1/2"x 3-1/2" 5,820 Ibs n/a 63.4/e Unspecified S A ° p ALLJOI$T®,BC RIM BOARR D. ,BCI®, BOISE GLWLAM- SIMPLE FRAMING Notes SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum(U240)Total.load deflection criteria. PLUS®,VERSA-RIM®, Design meets Code minimum(U360) Live load deflection criteria. VERSA-STRANDS,VERSA-STUD®are Design meets arbitrary 1" Maximum total load deflection criteria. trademarks of Boise Cascade wood g ry( ) Products.L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: TrussLok(tm) tH OF tTRttC11f1Utl a NO.3061 JSTE 31AO Page 4 of 2 i Boise cascade Double 1-3/4" x 14" VERSA-LAM®2.0 3100 SP Floor Beam1F801 Dry i 1 span i No cantilevers i 0/12 slope Thursday,March 20,2014 BC CALCO Design Report-US Build 2627 File Name: Bayside_Anderson Job Name: Anderson Description:BEZ OVER KITCHEN/GREAT ROOM Address: Lot 77 Cotud Meadows Specifier: J Madera City,State,Zip:Cotuit,MA Designer. Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram L' n d as 0 • T• • �SHOFAC4s� T P JMIE3 6. e 13TRAOER STRUCTURAL No.as?81 a minimum=2" c=5" ( b minimum =4" d=24". ��c/ST . A LPIVtY e minimum= 1" j E Calculated Side Load=675.0 Ib/ft All TrussLok screws may be installed from one side of m Itipl ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMTSL338 Page 2 of 2 soisecascaae Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Roof l3eamlRoofkRB01 BC CALCOD Design Report-US Dry i 1 span I No cantilevers 1 0/12 slope Thursday, March 20,2014 Build 2627 File Name: Bayside_Anderson Job Name: Anderson Description:RIDGE OVER SUNROOM Address: Lot 77 Cotuit Meadows Specifier: J Madera City,State,Zap:Cotuit,MA Designer: Customer Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 . Misc: 12 BO 12-00r00 81 Total Horizontal Product Length=12-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 702/0 1,260/0 B1, 3-1/2" 702/0 1,260/0 - dive Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%a 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 12-00-00 15 30 07-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 5,446 ft-Ibs 22.3% 115% 4 06-00-00 be verified by anyone who would rely on End Shear 1,543 Ibs 17% 115% 4 61-03-06 output as evidence of suitability for Total Load Defl. U1,036(0.134") 17.4%. n/a 4 06-00-00 Particular application.Output here based Live Load Defl. U999(0.086") n/a n/a 5 06-00-00 on building code-accepted design Max Defl, 0.134" 13.4% n/a 4 0.6-00-00 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 11.7 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 1,962 Ibs n/a : : 21.4% Unspecified (800)232-0788 before installatiion.lntnBC CALCO,BC FRAMERS',AJS 61 Post 3-1/2"x 3-1/2" 1,962 Ibs Na 21.4% Unspecified ALLJOISTV,BC RIM BOARDTm,BCIS, BOISE GLULAM- SIMPLE FRAMING Cautions SYSTEM®,VERSA-LAM®,VERSA-RIM For roof members with slope(1/4)/12 or less final design must ensure that ponding instability PLUS®,VERSA-RIM®, will not occur. VERSA-STRAND®,VERSA-STUDS are e 1/2/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade wood For roof members with slope( ) 9 Products L.L.C. surcharge load. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced; . Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. t110F Fastener Manufacturer: TrussLok(tm) 3t1t�� a M0.38ftf L . Page 1 of 2 ' 080INCasmde Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Roof BeamlRooflRB01 BC CALCO Design Report-U$ Dry I 1 span I No cantilevers 10112 slope Thursday, March 20,2014 Build 2627 File Name: Bayside_Anderson Job Name: Anderson Description: RIDGE OVER SUNROOM Address: Lot 77 Cotuit Meadows Specifier. J Madera City,State,Zip:Cotuit,MA Designer: Customer. Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram b d a c %N OF JAMESSTRAD a. e STRUCTURAL a minimum=2" c=7-7/8" NO.3051 b minimum=4" d=24" ��CiSTEi��� e minimum= 1 All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams.. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. a 1 Connectors are: FMTSL338 3 Page 2 of 2. 1 , 801secede Triple 1.314" x 11-718" VERSA-LAM®2.0 3100 SP Roof TrimmedRooAR1302 Dry( 1 span No cantilevers 10112 slope Thursday,March 20,2014 BC CALL®Design Report-US 01-04-00 OCS Build 2627 File Name: Bayside Anderson Job Name: Anderson Description:SUN ROOM GABLE HEADER Address: Lot 77 Cotuit Meadows Specifier. J Madera City,State,Zip:Cotuit,MA Designer: Customer. Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: 10 12 It 9 �" ,,�' y k: BO 0e-00-00 8.1 Total Horizontal Product Length=08-M00 Reaction Summary(Down/Uplift) (ibs Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 539/0 842/0 B 1, 3-1/2 54010 0 84310 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 00% 1150! 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 08-00-00 15 30. 01-04-00 2 Reaction from Desi... Conc. Pt. (Ibs) L 02-08-00 02-08-00 387 682 n/a 3 Reaction from Desi... Conc. Pt. (Ibs) R 02-08-00 02-08-00 387 682 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 3,162 ft-lbs 8.6% 115% 4 04-00-00 be verified by anyone.who would rely on End Shear 1,282 Ibs 9.4% 115% 4 01-03-06 output as evidence of suitability for Total Load Defl. U999(0.023") n/a n/a 4 04-00-00 particular application.Output here based Live Load Defl. U999.(0.014") n/a n/a 5 04-00-00 on building code-accepted design Max Defl. 0.023" n/a n/a 4 04-00-00 properties and analysis methods. Installation of B01SE engineered wood Span/Depth 7.6 Na n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member. Material or ask questions;please call, BO Post 3-1/2"x 5=1/4" 1,382 Ibs n/a 10% Unspecified (800)232-0788 before installation:lnXnBC B1 Post 3-1l2"x 5-1/4" 1,382 Ibs n/a 10% Unspecified A�JOISBTO FB RIM BOARD ,BCIO, BOISE GLULAMn' SIMPLE FRAMING Captions SYSTEM@,VERSA-LAMO,VERSA-RIM For roof members with slope(1/4)/12 or less final design must ensure that ponding instability PLUS®,_VERSA-RIM®, will not occur, VERSA-STRAND®;VERSA-STUD®are For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade Wood Products L.L.C. surcharge load. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. �Z140 f: Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer; Trussl-ok(tm) WNUC y PFC`ST Page 1 of 2 - �t� W801secaseaft Triple 1-3/4" x l l-718"VERSA-LAM®2.0 3100 SP Roof TrimmerlRooflR1302 Dry 11 span I No cantilevers 10112 slope Thursday, March 20,2014 BC CALL®Design Report-US 01404-00 OCS Build 2627 File Name: Bayside_Anderson Job Name: Anderson Description:SUN ROOM GABLE HEADER Address: Lot 77 Cotuit Meadows Specifier. J Madera City,State,Zip:Cotuit,MA Designer Customer Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram n a . a • �• • ?�tµQF��ti u sTUR �p,� a minimum=2" c=7-7/8" c J b minimum=4" d=24" �• e minimum= 1" Connection design assumes point load is top-loaded. fo(connection design of side-loaded point loads,please consult a technical representative or professional of Record. All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are:FMTSL005 Page 2 of 2 01301secascaft Triple 1-3/4" x 11-7/8"VERSA-LAMO 2.0 3100 SP Roof BeamlRooflR1303 BC CALC(sl Design Report-US Dry 1 span No cantilevers 10112 slope Thursday,March 20,2014 Build 2627 File Name: Bayside Anderson Job Name: Anderson Description:HEADER AT DIMING/SUNROOM Address: Lot 77 Cotuit Meadows Specifier J Madera City,State,Zip:Cotuit, MA Designer Customer. Bayside Building Company Company: Shepley Woo!Products Code reports: ESR-1040 Misc: 12 14-00-00 Ij so B1 Total Horizontal Product Length=14-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,052/0 3,78010 B1, 3-1/2" 2,053/0 3,780/0: Live Dead. Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 125%0 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 14-00-00 15 30 15-00-00 2 Reaction from Des!... Conc. Pt.(lbs) L 07-00-00 07-00-00 702 1,260 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 22,528 ft-lbs 61.4% 115% 4 07-00-00 tie verified by anyone who would rely on End Shear 41944 lbs 36.3% 115% 4 01-03-06 output as evidence of suitability for Total Load Defl. U340(0.478") 52.9% n/a 4 07-00-00 particular application.Output here based Live Load Defl. U525(0.309") 45.7% n/a 5 07-00-00 on building code-accepted design Max Defl. 0.478" 47.8%0. n/a 4 properties and analysis methods.. 07-00-00 installation of BOISE engineered wood Span/Depth 13.7 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call_ BO Post 3-1/2"x 5-1/4" 5,832 lbs n/a 42.3% Unspecified (800)232-0788 before installati n.\n\nBC B1 Post 3-1/2"x 5-1/4" 5,833 lbs n/a 42.3/o Unspecified CALCO,BC FRAMER@,AJS m, p ALUOISTO,BC RIM BOARD-,BCI®, BOISE GLULAM- SIMPLE FRAMING Cautions BOISE VERSA-LAM®,VERSA-RIM For roof members with slope(1l4)/12 or less final design must ensure that ponding instability PLUS®,VERSA-RIM®, will not occur. VERSA-STRANDS,VERSA-STUD®are For roof members with slope(1l2)/12 or less final design must account for Rain-on-Snow trademarks of Boise cascade wood surcharge load. Products L.L.C. Notes Design meets Code minimum(L/180)Total load deflection criteria: Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. 01AOFAtqs Calculations assume Member is Fully Braced, yf� Design based on Dry Service Condition. . o� ° Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: TrussLok(tm) 0STROM BTRUCT11g4, No.3ftM TE Page 1 of 2 Ash Balm Ca Triple 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100 SP Roof BeamlRooflR1303 BC CALCO Design Report-US Dry 1 span No cantilevers 1 0/12 slope Thursday,March 20,2014 Build 2627 File Name: Bayside Anderson Job Name: Anderson Description:HEADER AT DINIING/SUNROOM Address: Lot 77 Cotuit Meadows Specifier J Madera City,State,Zip:Cotuit,MA Designer. Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram b d eyG v STRUCTURAL to e tVo;u961 a minimum=2" c=7-7/8" b minimum=4" d=24" e minimum= 1" A _ Connection design assumes point load is top-loaded. For onn et' n design of side-loaded point loads, please consult a technical representative or pr essional of Record. All TrussLok screws may be installed from one side o u tiple ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMTSL005 Page 2 of 2 TempParcelEdit Page 1 of 1 y3MW' :' bl- � l C .. ssA.__._..,�u, ,.��'�'' «ry�� .«... Ate. .r. ._.. ^, _' •..':' .. ,.., .x , ...� .. ' . F>"'E3P: a.« Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added, New Parcel Detail New Mapparcel: 002 002 077 Street Number: 197 Unit Dev Lot LOT 77 Road Name: •PHEASANT HILL CIRCLE T/R 17 Sec. Road: T/R ; Villlage: 07 - COtuit ., Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62)� ... ............. Date Added: Updated: llpdafe� ®elete�,; Add AMath�e ihttn //1scnl?/Tntrnne.t/Prnndnta/TemnPnrcP1Fdit.a.nx?TD Add 1/16/2008 (moo�J},}]�� T Bolse Cascade Double 1-314".x 14" VERSA-LAM®2.0 31,00 SP Floor BeamiF1301 Dry l 1 span I No cantilevers J 0/12 slope Thursday,'March 20,2014 BC CALC®Design Report-US Build 2627 ' File Name: Bayside Anderson Job Name: Anderson Description: BEAM.OVER KITCHEN/GREAT;ROOM Address: Lot 77 Cotuit Meadows Specifier: J Madera City, State,Zip: Cotuit, MA Designer: Customer: 'Bayside Building Company Company; Shepley Wood Products Code reports: ESR-1040 Misc: t 2,1 1 1 1 i 01 BO15-04-00 81 Total Horizontal Product Length 15-04-00 'Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,073/0 2,370/0 3,450/0 B1, 3-1/2" 1,073/0 2,370/0 3450/0 Live- Dead Snow Wind Roof Live: Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90%, 116% 160%.125% 2 Unf.Area(lb/ft"2) L 00-00-00 15-04-00. 15 30 1540-00 3 Unf.Area(lb/ft^2) L 00-00-00, 15-04-00 20 10 07-00-00 Disclosure Controls Summary Value %Allowable. Duration Case Location_ Completeness and accuracy of input must Pos. Moment 20,998 ft-Ibs 62.9% 115% 2 07-08-00 be verified by anyone who would'rely on. End Shear 4,713 Ibs 44% 115% 2 01-05-08 output as evidence of suitability for Total Load Defl. U342(0.522"), 70.2% n/a 2 07-08-00, particular application.Output here based Live Load Deft. U576 0.31" 62.5% n/a b;, 07-08-00 on building code-accepted design ( )Max Defl. 0,522" 52.2% n/a 2 07-08-00 properties and analysis methods. Installation of BO1SE engineered wood Span/Depth 12.7 n/a n/a 0: 00-00-00 products must be In accordance with current Installation Guide and applicable, %Allow %Allow building codes.To obtain Installation.Guide` Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2 x 3-1l2" 5;820 Ibs n/a 63:4% Unspecified (800)232.0788 before installation.lnlnBC B1 Post 3-1/2"x 3-1/2" 5,820 Ibs n/a 63AW .Unspecified CALC®,BC FRAMER®,AJSTM', ALLJOIST®,BC RIM BOARDT"',.BCI@„ BOISE GLULAMTM;SIMPLE FRAMING Notes SYSTEM@.,VERSA-LAMS,VERSA-RIM Design meets Code minimum(L/240)Total load deflection criteria: PLUS®,VERSA-RIM®, Design meets Code minimum (L/360) Live load deflection criteria. VERSA-STRAND@,VERSA-STUD®are Design meets arbitrary 1" Maximum total load deflection criteria. trade Products of Bolse,Cascade wood 9 ry( ) Products L.L.C.L. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the,results. Fastener Manufacturer: TrussLok(tm) SH OF 6yq : sb, M1 011t1JIC1<tB1Al ao rsT p. Page 1 of 2 -_...� ......... J1T)Boise Cascade Double''1-3/4, x 14" VERSA-LAW.2.0 3100 SP Floor Beam1F1301 Dry 1 span.I No cantilevers,1 0/12 slope Thursday, March 20,2014 BC'CALC®Design Report-u5 Build 2627 File Name: Bayside_Anderson Job Name: Anderson Description: BEAM OVER:KITCHEN/'GREAT ROOM Address: Lot 77 Cotuit Meadows Specifier: J Madera City, State,Zip:Cotuit, MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-104D Misc: Connection Diagram a c o • • ZH OF�SS9 $TRACER e STRUCTURAL NO.�B@81 - , a minimum=2" c=5" v' b minimum=4" d=24" � ' �� e minimum= 1" ,4jp�y Calculated Side Load=675.0 Ib/ft All TrussLok screws may be'installed from one side of rnultipi ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multipiy'Versa-Lam'beams. Connectors are: FMTSL338 Page 2 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamiRootIR1301. Dry 11 span I No cantilevers 10/12 slope Thursday, March 20,2014 BC CALL®Design Report-US Build 2627 Pile Name: Bayside_Anderson Job Name: Anderson Description: RIDGE OVER SUNROOM Address: Lot 77 Cotuit Meadows Specifier: J'Madera City, State,Zip:Cotuit, MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc., 12 w - 12-Wo0 BO t11" Total Horizontal Product Length=12-00-00 Reaction Summary(Down I Uplift) (Ibs) - - Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 702/0 11,260/0 _ B1,3-1/2" 702/0 -1,260/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref.,Start_ End 100% '80% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft"2) L 00-00-00 12400-00 15 30 07-00-00 Disclosures Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 5,446 ft-lbs 22.3% 115% 4 06-00-00 be verified by anyone who would rely on End Shear 1,543 lbs 17% 115% 4 61-03-06 output as evidence of suitability for Total Load Defl, U1,036(0,134") 17 4% n/a. 4 06-00-00 particular application.Output here based on building code-accepted design Live Load Defl. U999(0.086") n/a n/a 5 06.00-00 properties and analysis methods. Max Defl. 0.134 13.4/o n/a 4• 06-00-00 Installation of BOISE engineered wood Span/Depth 10 tl/a n/a 0 00=00-00 products must beL in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x.3-1/2" 1,962 Ibs n/a 21.4% . Unspecified (800)232-0788 before lnstallati n.lnlnBC B1 Post 3-1Y2"x 3-1/2" 1 962 Ibs n/a 21.:4% Unspecified CALC®,BC FRAMER®,AJS , ALLJOISTO,BC RIM BOARDTM,BCIS, BOISE GLULAM-,SIMPLE FRAMING Cautions SYSTEM,VERSA-LAM®.VERSA-RIM For roof members with slope(1/4)/12 or less final design must ensure that ponding instability PLUS®,VERSA-RIM®, will not occur. VERSA-STRAND®,VERSA-STUD®are 1/2/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade Wood For roof members with slope ' ( ) 9 Products LsL:C. surcharge load. Notes Design meets Code minimum L/180 Total load deflection g ( ) criteria. Design meets Code minimum(L/240) Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations.,assume Member is Fully Braced. Design based on Dry Service.Condition. Deflections less than 1/8"were ignored in the results. 100E Fastener'Manufaoturer. TrussLok(tm) JAW"a. NO.3MI ss� L Page 1 of 2 l T.1 Bolse cascade Doubble 1-3/4" x 1,1-7/8"`VERSA-LAM®2;:0 31.0.0 SP Roof BeamXKooflRB01 Dry 1 span No cantilevers 1 0/12 slope Thursday,;March 20,2014 BC CALC®Design Report-US Build 2627 . File Name: Bayside_Anderson Job Name: Anderson Description: RIDGE OVER SUNROOM Address: Lot 77 Cotuit Meadows Specifier: J'Madera City State,Zip:Cotuit, MA Designer: Customer: Bayside Building_Company Company: Shepley<Wood Products Code reports: ESR-1040• Misc: C�on{nection Diagram L' b a a o • o � . y�•10f, JAMES e STRAW N $TRucTUIMI a minimum=2" c=7-7/8" b minimum=4" d=24" rya e minimum= V! All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. All Trussl-ok screws may be installed from one side of.multiply Versa-Lam beams. „ Member has no side loads. Connectors are: FMTSL338 Page 2 of 2 Boise Cascade Triple 1-3/4" x 11-7/8" VERSA=LAMB 2.0 3100 SP Roof Trimmerlkoof1RB02 ��TTJJ Dry 11 span J.No cantilevers 1 0/12 slope Thursday,.March 20,2014 BC CALC®Design Report-US 01-04-00 OCS Build 2627 File Name: Bayside_Anderson Job Name: Anderson _ Description:'SUN ROOM GABLE HEADER Address: Lot 77 Cotuit Meadows Specifier: J Madera City, State,Zip:Cotuit, MA Designer Customer: Bayside Building Company Company:, Shepley Wood Products Code reports: ESR-1040 Misc: 12 �, � � w v r. d i + a j` w a. v . v a-_ w i -��1 9�R_Y m � '► v � d � � v. .L �dr ."li i .v I� wz � a.,,a 3"�ke.: .3d- Y'� k x sa .,x. � •„€ s. �P � � � -'� 0e-oo•oo B0 61 Total Horizontal Product Length=08-00-00 Reaction Summary(Down/Uplift)-(.Ibs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 539/0 842/0 B1,3-1/2" 540/,0 843/0 Live Dead Snow Wlnd Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00. 08-00-00 15 30 01-04-00 2 Reaction from Desi... Conc. Pt (Ibs)_ L 02-08-00 02-08-00 387 682 n/a 3 Reaction from Desi... Conc. Pt. (Ibs) R 02-08-00 02-08-00 387 682 n/a iscosur Controls Summary Value %Allowable-Duration Case Location Complete ess and accuracy of input must Pos. Moment 3,162 ft-lbs 8.6% 115% 4 04-00-00 be verified by anyone who would rely on End Shear 1,282 lbs 9.4% 115% 4 01-03.06 output as evidence of suitability for Total Load Defl, U999(0,023") n/a n/a 4 04-00-00 Particular application.Output here based Live Load Defl. U999(0.014") n/a n/a 5 04-00-00 on building code-accepted design< Max Defl: 0,023" n/a n/a 4 04-00-00 Properties and analysis methods. Installation of BOISE engineered:wood Span/Depth 7.6 n/a n/a 0: 00-00'_00 products must ben accordance with. current Installation Guide and applicable Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value .-Support Member Material or ask questions,please call BO Post 3-1/2"x 5-1/4" 1.382 Ibs n/a 10% Unspecified (800)232-0788 before Installatio e p nAn\nBC B1 Post 3-1/2"x 5-1/4" 1,382 Ibs n/a 10% Unspecified CALC®,BC FRAMERS AR . ALLJOIST®,SCRIM BOARD ;BCI®, B018E GLULAM-,SIMPLE FRAMING Cautions SYSTEM®,VERSA-LAM®,VERSA-RIM For roof members with slope(1/4)/12 or less final design must ensure that ponding instability PLUS®,VERSA-RIM®, . will hot occur. VERSA-STRANDS,VERSA-STUD®are e 1/2/12 or less final design must account for Rain-on-Snow- trademarks of Boise Cascade wood For roof members with slope( ) 9 Products L.L.C. surcharge load. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240)Live load deflection criteria. Design meets arbitrary(1") Maximum total load.defiection criteria. '(NOF Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: TrussLok(tm) gnq No.vul 'p�ClgT Page 1 of 2 Boise Cascade Triple 1-3/4 x 11=7/8" VERSA-LqM0 20 3100 SP Roof TrimmerlRoofil'R'B42 Dry 1 span No Cantilevers'10/12 slope Thursday, March 20,2014 BC CALCO Design Report-US 01-04-00 OCS Build 2627 File Name: Bayside_Anderson Job Name: Anderson Description: SUN ROOM GABLE HEADER .Address: Cot 77 Cotuit Meadows Specifier: J Madera City, State, Zip:Cotuit, MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram b d a • • • OF Ali �y STRUCTURALW. � 1110'� a minimum=2" c=7-7/8" b minimum=4" d_24" /. e minimum= 1" Connection design assumes point load is top-loaded. 'For connection.design of side-loaded, point loads,please consult a technical representative or professional of Record, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams, All TrussLok screws maybe installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMTSL005 f Page 2 of 2 ;T"/Bclee'Cascade Triple 1-3/44 x 1.1"7/8"=VERSA=LAMO 2.0 3100 SP Roof Beam\RooflR',B03 \�!BC CALG®Design Report U5 Dry) 1 spamI No cantilevers1 0/12 slope Thursday, March 20,2014 = Build 2627 File.Name: Bayside_Andersom. Job Name: Anderson Description: HEADER AT DIMING/:SUNROOM Address: Lot 77 Cotuit Meadows Specifier: J Madera City, State,Zip: Cotuit., MA Designer: Customer: Bayside Building Company Company:. Shepley Wood Products Code reports: ESR-1040 Misc: 12 t +l A • r 2 +' w 2 14-00-00 _ B4 Total Horizontal Product Length=14-00-00 Reaction Summary(Down/Uplift),(Ibs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 2,052/0 31780/0' B1, 3-1/2" 2,053/0 3780/r0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start. End _ 100% 90%a 115% 160%,125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 14-00-00. 16 30 15-00-00' 2 Reaction from Desi... Conc. Pt. (Ibs) L 07-00-00 07-00-00 702 1,260 - n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 22,528 ft-Ibs 61.4% 115% 4 07-00-00 be verified by anyone who would rely on End Shear 4,944 Ibs 36.3% 115%0 4 01-03-06 output as evidence of suitability for Total Load Defl. U340(0.478") 52.9% n/a 4 07-00-00 particular application.Output here based Live Load Defl. U525(0.309") 45.7% n/a 5 07-00-00 on building code-accepted design o properties and analysis methods. Max Defl. 0.478 47.8/o n/a 4 07-00-00 Installation of BOISE engineered wood Span/Depth 13.7 n/a n/a 0 00-00-00. products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material, or ask questions,please call B0 Post 3-1/2"x 5-114" 5,832 Ibs n/a 42;3% Unspecified (800)232-0788 before instailatiioon.lnlnBC 61 Post 3-1/2"x 5-1/4" 5;83.31bs n/a 42.36/6 Unspecified ALLJOI TT8 FBC RIM BOARDTm,BUS, BOISE GLULAM-,SIMPLE FRAMING Cautions A For STRAND®VERSA STUD®an3 For roof members with slope(1/4)/12 or less final design must ensure that ponding.instability PLUS®,VERSA-RIM®, VERSA-STRANDS,will not occur. trademarks of Boise Cascade Wood For roof members with slope(1/2)/12 or less final design must-account for Rain-on-Snow Products L:L.C. surcharge load. Notes Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code minimum(U240)L Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. VV OFyj Calculations assume Member is Fully.Braced. shy Design based on Dry Service Condition, o� C� Deflections less than 1/8"were ignored in-the results. JA%D Fastener Manufacturer: TrussLok(tm) stnuc NO.36"1 _ Y Page 1 of 2 ASN T,18clse cascade Triple 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100 SP Roof Beam\RooflRB03 �TJ Dry 1 span I No cantilevers l 0/12 slope Thursday, March 20,2014 BC CALCO Design Report-US Build 2627 File Name: Bayside_Andersori Job Name: Anderson Description: HEADER AT DIMING/:SUNROOM Address: Lot 77 Cotuit Meadows Specifier.: J Madera City, State,Zip: Cotuit MA Designer:. Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram b d �y • �—• ' JAMES D. STRAOSR e u STRUCTlML H NO.36951 a minimum=2" c=7-7/8" b minimum=4" d=24" e minimum= 1" Connection design assumes point load is top-lo�ded. For onn ` n design of side-loaded point loads, please consult a technical representative or pr essional'of Record. All TrussLok screws may be installed from one side of iu tiple ply VERSA-LAM beams, All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMTSL005 Page 2 of 2 ®! %Yh Foundation Certification in Barn'stable , MA Prepared For : Lot 77 #197 Pheasant Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering & Surveying Flood Zone C ® FIRM Community Panel Number No. 025551 0021 D OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Registered Professional OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Hyannis, MA 02601 Page 158 Minor Modification No. 1 ® Deed Book 22249 Page 282 Phone (508) 771-7502 Fax — (508)-771-7622 Job Number: 2005-214 Scale : 1" = 20' 04-25-14 O s \ 00 0) z �ro L0� o LOT 79 SE�eP aCP 2� T.O.F. 63.5 12.0 cA Z N�p FO\J ,1E: o4�2 0 LOCp,�14N J 14.0, 7.77 0 N b \ � o LOT 77 14,954f S.F. N ' w '' SE16 o -/ A 35.Od ',� S76i4"W OPEN SPACE I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF �NOF�9,gS BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg_ 45) AND IS NOT LOCATED WITHIN A o•�� SHANE yG� SPECIAL FLOOD HAZARD AREA. M. v� THIS P LL 48138 IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. pliA No.48687 REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE alJFC y -� • -` / J c, Y O � J1,G, ' g \ `S�4 /\ �+ SQ 5RIM, /' ; e�-.j IN04 S 0 w 0-0 - i LOT 78 � ; _-,-� It -------------------- _ --------- CURB ��A' A"�/p i� \\\ o .\ LOT 82 STOP,' ^ -- ----------- -.. - Bs - ' ,,'OPEN SPACE S�Q� _-65- - - LOT 82 INVIi 1 WATER .� �.�' \�� SERVI �• � \1��, O ----- s - - _ ,\ , , , Fl O A ! _ - 2 y 6 OPEN SPACE +0 ERA NOTM, LOT 79 ' 1.1L000S RWM IS SHOWN AS. '�. ' ;' ��' Cotult Meadows SubdlvlSlon ASSasOR'S MAP 002 PARCEL 02 __ ° Cotuit•Barnstabie 1llassaChusetts 2. SETBACKS: FRONT - 20 ,6,.__ - <wF W& REAR - 10' ------------------------ ` ``�-1DOT _ ti.' ' PREPARED MR 3. unLITY INFORIUITION As SHOWN ON PROPOSED � PLANS. In WATER azs �' - � "- � 6o COTUIT EQUITABLE HOUSING, LLC 4. COMMUNITY PANEL NUMBER: 025MI 0021 D SERVICE x - • THE OOAREA OF ��RANCE��RATE• NAP DEFINES 1HS AREA AS ZONE c, LOT 78 •ryh/ x�o ��� ''�-- ;,' ,�' P. 0. Box 95 5. ENVIRONMENTAL NOTES: /cp�,� � �,� , . ,,, ,,, SITE IS NOT KNIN AN A.C.E.0 (AREA OF CRITIA ENVIRONMENTAL - --�'"r 8240 CeAt�/'Yllle� MA OI�!6�Z SITE �ETTt WITM F1 AN AREA OF ESTIMATED WIBTUT OF RARE __ - "-- -�� ti° � �° 'I ``'�-_ �'� Tt►LE WI.DLIFE PER MOP MAP OCTOBER 1, 2006 "LSTWATED .o '` ° �, O• se- ' OPEN SPACE Site Plan WIBITATS OF RARE WU UFr FAR USE WITH MA _ �-'' � o• 6&0 ,To '�, Lot 77 ~ 197 Pheasant Hill Circle THE WETLANDS � �� � cARAc;E . PROTECTION ACT REGUUITIONS (310 CUR 10).' f ��6 Le x SITE DOES NOT CONTAIN A CSMF1ED VERNAL POOL PER *93P °_.�- ' ----- x58.0 BAXTER NYE ENGINEERING & SURVEYING MAP OC OBER 1, 2006 "COMM VERNAL POOLS.' .p---'` _ , VOSEL y� S `' Cho SITE IS NOT WITHIN A PRIORITY KWAT PER NHESP MAP OCTOBER D #197 59A x S h� INV-ss.99 1, 2006 1MRIORITY WIBITATS OF RARE SPECIES' FOR SPECIES -- o. PFE�.O INvss7. o Z�x - Registered Professional UNDER _ - UNDER THE V AM16ERED SPECIES ACT, ,- -- ? �, •o se - - /� Engineers and Land Surveyors REGULATIONS (321 CMR10) -, 5� 63.0 / ,� , �� ' 78 North Sweet,3rd Floor,Hyannis,MA 02601 �M OF na gs SITE IS WITHIN A STATE APPROVED ZONE I GROUND WATER ° O DEEP RECHARGE PROTECTION AREA - _ - � _ VEGETATED '(125 Phone-(508)771-7502 Fax-(508)771-7622 ��2�' u,W. rrH�,nr - C.F. STORAGE) o EDDY CONSI1N NOTES: d s e CIVIL -, ,B0TTOM-5a.0 1. ALL GE CK CONSTRUCTION NOTES ON SHEET C-2 FROM THE --''- _ _-__ - - -'- 1,OF AJ� 20 0 20 60 NG.431s�3�a �A OPEN SPACE c t TE mmmmmmmmml SU8QIVISIOW QOIN� PLANS FAR COIUIT MIFADOWS, RATED ' ' o� '`• t__-- _ '�• - ��- SHALL HEREBY APPLY TO THIS SITE PLAN. y •� ---- --- -- -_ 6q __ ----------FJ E SCALE IN FEET a 6125107, OPEN SPACE '� - -�4- 149954 NSF 4' Q� sHAN , 2. ALL GRADING, DRAINAGE; AND UTIN N07B ON SHEET C-5 FROM 'a J c� LE- SCALE: 1 20' it: 03-18-14 " = THE SUBDMSION CONSTRUCTION PLANS FOR C011NT MEADOWS, -�, ` y O.34 ACRES \ GJ��� ° No.MA486 3 v RATED 6/25/07, SWW. HEREBY APPLY TO THIS SITE PLAN. ---,-- 2oe `\ REV. DATE: REMARKS 3. SEWER BUILDING CONNEC IM' - MIN. COVER SWILL BE 3 FT. PROVIDE (1) e' DIA. x tiF °1•0 `, ,GJ �ti SU ` LOTm77 - SET C!F•ANOUTS AND MAINTAIN Cl.FaRANCE FROM OTHER UALITiEfi 6' DEEP LEACHING � AS REQUITED BY BARNSTABLE DPW. BASIN W/ 1' ST9W-------- -- --- --_ RAIN CARDEN `125 DEEP +� AL7M EQUIVALENT OR `Z.F. STORAGE) 17— ORWANG NLWER VOLUME OF 289 CONNECT ALL ROO BQTTOM--s/1.0 DOWNSPOUTS To 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw LEACHING BAM_ _' OPEN SPACE 2005-214