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0125 SEAPUIT ROAD
r�� S��P� � -��c.�, �� G f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 Parcel' bo I Application # o?,j Y66 N >� Health.Division Date Issued 9a Conservation Division Application Fee ^L q Planning Dept. Permit Fee O 1 70 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 1�S QkL'�o�� Village Owner -)a Address Telephone So$• 1.3 . 9 D55 �5�cry 1\c . �I�l I� L5 -S Permit Request :CAN4; ..`\ Sa\a.c- tD&_,ncA-S oT-) pro o5-' of cXls� ��sc,y NA 4n.4 �.d�c,e-�•Cjz 5 1 cep o 1 cc�lol 4 S SDcc �-► d b u�i �_ i h ��s,c n (O to t N� e 19 -M ,vI r7 Square feet: 1 st floor: existing — proposed _ 2nd floor: existing — proposed _ Total new —' Zoning District C� - I Flood Plain Groundwater Overlay Project Valuation 45, ODe Construction Type R;3 Lot Size Grandfathered: ❑Yes C9 No If yes, attach supporting documentation. Dwelling Type: Single Family A Two Family ❑ Multi-Family (# units) Age of Existing Structure Lo y ss • Historic House: ❑Yes ® No On Old King's Highway: ❑Yes A No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other -- Basement Finished Area (sq.ft.) —' Basement Unfinished Area (sq.ft) Number of Baths: Full: existing _ new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new _ First Floor Room Count " Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other /ft- r Central Air: ❑Yes ❑ No Fireplaces: Existing fJ)�_ New Existing wood/coal stove83 Yes ❑ No Detached garage: ❑ existing ❑ new sizA Pool: ❑ existing ❑ new size h& Bar,: ❑ existing, ❑- ew sizek/*- Attached garage: ❑ existing ❑ new sizq►�Shed: ❑ existing ❑ new sizgV Oth . A Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review # nn'' � Current Use r-si �r n-h 4 1 Proposed Use 0 Cih�n C APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name lbwL Telephone Number 5rE. 1 L10.5352 Address KJ ebl���l o�d License # C5- I D2�615 c.S� VS Lll$ (S�,La. Home Improvement Contractor# a Email 1� • G Worker's Compensation # WC,o18a�Is -06 ALL CO TRUCTION DEBRIS RFE U_ N FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE �'►� 3 Orb IS FOR-0FFICIAL USE ONLY _.(PLICATION# DATE ISSUED j MAP/PARCEL N0. ' ADDRESS VILLAGE ti OWNER { . a DATE OF INSPECTION: FOUNDATION FRAME 1, INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ry DATE CLOSED OUT ASSOCIATION PLAN NO. r - r G {1 G? Q Solarcity. OWNER AUTHORIZATION 1 Job#: �� ,��fj �J Property Address: -� as Owner of the subject property hereby authorize SOLARCTTY ORpOItATION to act on my behalf, in all matters relative to work authorized by this building permit application. S' ature ol wne : ate: ear i�p� y SOLARCITY.CONI N�socsnusotn t2apatm�m o�Pub«,�Semi, coam of culownO Repur&tjor•4.0 Sicr41cre-3 t�nfts CS-108816 JASON PATRY 821 SMWART DRIVE" Abington MIA 023S1 ,i i .+.......,...� 02100=19 Office of Couanser Albin @ auilaw Rquisdao HOME IMPROVEMENT CONTRACTOR Rogistnation: t88b72 I ✓ Expiration: 318/Y017 Supplement SOLAR CRY CORPORATION JASON PATRY 24 ST MARTIN STREET OLD 2UNI L WksoROurK MA 01752 Ua&vmrebry n, /?sea��r.r�tn�c�cic�fGt�/12, GrrJarrcir/�1 Office of Consumer Affairs d Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 CHERYL GRUENSTERN - - - --- — - 24 ST MARTIN STREET BLD 2UNIT 11 - -- ---- --- MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA1 :, aa> 0;:; Address . Renewal ? Employment r"! Lost Card " 9frice of Consumer Affairs&Business Regulation License or registration valid for individul use only j�- —OME IMPROVEMENT CONTRACTOR before the expiration date. if found return to: fir'` Office of Consumer Affairs and Business Regulation x ,'1✓ Registration: 168572 Type: 10 Park Plaza-Suite 5170 J•t Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION CHERYL GRUENSTERN 3055 CLEARVIEW WAY SAN MATEO,CA 94402 --- Undersecretary Not valid without signature 7700 Commonwealth of Massachusetts 17epartmetst of Industrial Acciden& wi 1 Congtm Street,Suite 100 Boston,ll4 02114 201 7 wwmass gov/dia W w. ar'kers'Compzzmtation lnsuram Atl3da%at:BaiWeWcantrnetors/EleetriciaasMumbem TO BE FILED WITH THE PERMI IING AUTHORITY. A90cant Infotrmtion Plarse Print L alyly NalM(BuslncsVDrgantzoUoWtWviduat): SolinCity Carp°nallon Address: 30M Cfearview Way City/Stale/Zip: Sari Mateo,CA 94402 Phone M (688)765-2489 Are you-sa employer?Chee&the xppmprink box: Type of project(required): I.©I am aemployw wuh 12,500 employees(ful l.d&r-partAi.).- .7. Q New construction 201 am a sale proprietor or partaership and Wo ma eMloyxcs worldog for au is S. [3 Remodeling amp tmpac3ty.(No rmTkeW comp.insurance tequlred.I 3.CjI am ahomeownerdoipgAl wart mysdr.INoworkers'comp.insanuroomquircd.i► 4• ❑Demolition 4.Q I am a hanwawnor and will kh1rbtg amtracws to conduct all work on my property. [will I0[]Building addition enm that WI crxrtrmctors oldw have x Aws..*cotaposation lasurauw or are sole I IQ Electrical repairs or additions I"oprida`x With W mgdoyeca. 12.Q Plumbing repairs or additions 5.01 m n a gentx contmtot and 1 here hired the sulr-amhWors lined mt the attached sh=L I3.❑Roof repairs 7t=e sub eorwwors have cmptoy-m and have werkcre comp.innnme.t 6.Q We are a cmtpotalimt and its otfiocrs have exercised their rfght of excmpttan per moL c. 14.potilBr solar panels 15Z§1(41 and we Lave no employees,[No w6*eW camp.insurance ntiulmd.] +Any applicant Ural chocks box tit mast also flit oat the sadioa blow showing their wrnBeers'compeasatiau policy information. •I IomeWMM%ft s XWL phis efHdavii snetming Utcyr are doing all work and d=hire outside,conuwors must subnrit a new ailidavit indicating suck tContrmctots then cheek this bate oust dueled an aWitionat sheet stwwhtg the innate of the sub-eontmaors and state YAmber or not those entities have emmloytos. if the vO-contmotots have anpt ms,they mast provide tlwtir drkca'comp.policy rarntber. 1 am an employer that is providntg workers'a"ompeasatian 1J{suraurare for rtry etrrployses. Below fs Nie paEicy and job site lufarmatlots: Insurance Company Name:A'ntedcan Zurich Insurance Company Policy it or Self ins.Lie.4: WC0182015-00 Expiration Date: 9/9/2016 Job Site Addnsss: 125 Seapuit Road Cfiy/Stat&2ip; Osterville,MA 02655 Atteeb a copy of the workers' compensatiou policy declaration page(showieg the policy cumber and expiration date). Failure to sectwe coverage as required under MOL c.152,§25A is a criminal violation punishable by a fine up to S1,500.00 and/or one-year imprisonment,as well as civil penalties in the form oft STOP WORK ORDER and a Cme of up to S250.01)a day against the violator.A copy of this statement may be forwarded to the Office of investigations of the DIA for insurance coverage verification. I do hereby cffl&unowthe pains and penalties of perjury that the b{Wwation provided above is are and correct (Jason Pa September 3,2015 Oflkhd use ont+. Do not tvrite in this area,to be completed by city or town offldaL City or Town: Permit/Litense p Issuing Apthority(cirete one): 1.Board of Health 2.Building Department 3.Cttyffown Cleric 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact PC rs n: Phone 9: i CERTIFICATE OF LIABILITY INSURANCE FD0 08l1712BHDDlYYYY) flO1015 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(le8)must be endorsed If SUBROGATION 1S 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 Beu of such endorsem s. PRODUCER CONTACT MARSH RISK&INSURANCESERVICE5 —..._._—._._...... ._..._...rrFF.qq_..... . . ._..._. _...._..T__ 346 CALIFORNIA STREET,SUITE 13M PHONE 11!NK CALIFORNIA LICENSE NO.0437153 ESL -.._.. . . ...._.............. .. .__....... SAN FRANC15CO3 CA 94104 A tn,Shannon Ssott4t5-7438334 998301-STN4CAWUE-15-16 _._..__.. INSURER A.ZWM And"IMtuanceCompany 116M6 P4SURIBI INSU B.WA _..... ...... .. .__._ N!A Stfaraty Captnation 3055 CleenAew Way wsuRER C:N1A A SoM8tep,CA 94402' _—.wwo C.-.-.—. ..__....... ... ..... ......_.._. INSURER D:Amerhan Zurichretaartte IanPanY 40142 U4SURER E INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-OW1313648 REVISION NUMBER:4 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 TYPE OF INSURANCE _ •.....rAiS61 Sll """"""""""v N.. -._.... ..POLICY EFF POLICY P.)tP —. ....._.._.._. ....„ ........ POUC MBER A X ciomtm CUU GENERAL LIABILITY GLOD162016-00 00112015 JUNIM6 EACH OCCURRENCE s 3,000,000 FJ CLAIMS MADE n OUR PRE)QI$E,S-{figrrgryg)•„ S 3,ODD,090 X SIR 5250,000 I NED EXP(Any oseperson).... 5..... _........_.__ 5,000 kGE1f'L 3•�,0W . .........AGGREGATE LIMIT APPLIES PER: GENFJiA1 AGGREGATE S 66�•�( PRO -- .. . ..— POLICY 1... J JECT �.....'LOC PRODIIG?S-COMPIOP AGG 5 6,000.000 OTHER. 5... - -- A AUTOMOBILE LIABILITY 1BAP0182VITDO 094101E 109=016 D s 5,1100.000 X ANY AUTO i I I aOOILY INJURY(Per Perrin) S ALL OWNED SCHEDULED X AU rOS X AUTOS ! BODILY INJURY(Per acddent) S X X PROPERTY DAMAGE FEFi S _• EDAUf05 .... AUTOS I I I _@r&E�OB!IIJ....,._ ........... ..... ._._..•—.... ._...._.._ 1 COMPICOLL DED: S $5,000 UMBRELLA LIAR i EACH OCCURRENCE 5 EXCESS LIAR ` R ,:..LAE � i � AGGREGATE ...__—......._ 5.--.---•...... ....... OW •RETENTION S D 1WM8McoMFENSATWN ; jWC0182014-M(AOS) 09101/1015 109M 2016 X TEE _...6R_ AND EMPLOYERS'LIABILITY + -• ••- ...........- A Y r N `WC0182015-W(MA) 09101 015 109101=6 E.L.EACH ACCIDENT S 1,000,000 .ANrPROPRImDRrEXCLU RrExEctmvE ®NIAI '•4Ff10ERat�leER EXCLUDED? (Mandatory In Mq i WC DEDUCTIBLE-S500,0W E L DISEASE-EA EMPLOYEE S 1�,00 Itt desaf6e .._....._ ... RI IONwidsrO ri aw E.L DISEASE-POUCYLMAIT S 1,ODD000 1 i i UE=OF OPERATIONS/LOCATIONS I VEMC ES(ACORD M,AdmBonal Remarks Schsibi1%may be sisal ad U mete sparm la requ4ad) Evbenceoiinsumnce. CERTIFICATE HOLDER CANCELLATION SdarCdy Cmpo d- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055CIealviemWay THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Son Mefeo.CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESPATATM of Marsh Risk&Inwrance SeMm Cheries Mamnotejo 01088-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD F— Version#49.2 �o;;SolarCit y `SNOF � September 1, 2015 N G Project/Job#0261710 c RE: CERTIFICATION LETTER 1 L y 1 Q Project: Carter Residence 90,�. F lS 125 Seapuit Rd SS NAL ENS` Osterville, MA 02655 9/01/2015 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= MA Res.Code, 8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MPl: Roof DL= 11 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) - MP2: Roof DL= 14 psf, Roof LL/SL= 19.5 psf(Non-PV Areas), Roof LL/SL= 10.5 psf(PV Areas) - MP3: Roof DL= 14 psf, Roof LL/SL= 19.5 psf(Non-PV Areas), Roof LL/SL= 10.5 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19053 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure,is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code,8th Edition. Please contact me with any questions or concerns regarding this project. Digitally signed,by Nick Gordon Date:2015.09.01-14:54:19-07'00' tr 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ nOC 243771,CA CSL B 888104•CO FC 8041,Cr HIC 0632778.DC HIC 71101486,DC HIS 71101488.HI OT-29770,MA I IIC 168572.hiD MHtC 1289.18.NJ 13VH06160600, OR COB 180498,PA 077343.TX TDLR 27008,WA GCL•SOLARC'01007.O 2013 SdWOty A8 tights,.,mv J 09.01.2015 So I a r C i t PV System Structural Version#49.2 Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Carter Residence AHJ: Barnstable Job Number: 0261710 Building Code: MA Res. Code, 8th Edition Customer Name: Carter,Jack Based On: IRC 2009/ IBC 2009 Address: 125 Seapuit Rd ASCE Code: ASCE 7-05 City/State: Osterville, MA Risk Cateqory: II Zip Code 02655 Upgrades Req'd? No Latitude/ Longitude: 41.634162 -70.394683 Stamp Req'd? Yes SC Office: Cape Cod PV Designer: Daniel Meehan Certification Letter 1 Project Information Table Of Contents &Vicinity P Ma 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19053 < 0.4g and Seismic Design Category (SDQ = B < D 1 2-MILE VICINITY MAP ,.y • Islalid gitalGlobe, MassGIS. Commonwealth of Massachusetts EOEA, USDA Farm Service Agency t A 125 Seapuit Rd, Osterville, MA 02655 Latitude: 41.634162, Longitude: -70.394683, Exposure Category: C i I STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MPi Member Properties Summary MPi Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof System Pro erties San 1 10.58 ft Actual D 9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Compof San 3 A 13.88 in.-2 Re-Roof No San 4 S. 21.39 in.A3 Plywood Sheathing Yes San 5 I 98.93 in.A4 Board Sheathing None Total Rake Span 12.49 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.08 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.08 ft Wood Grade. #2 Rafter Sloe 200 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Pot Lat Bracing At Supports PV 3 End E,„;,, 510000 psi Member Loading mary Roof Pitch 5 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.06 11.7 psf 11.7 psf PV Dead Load PV-DL 3.0 psf x 1.06 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL SL1,2 30.0 psf x 0.7 1 x 0.7 21.0 psf 1 21.0 Psf Total Load(Governing LC TL 32.7 pst 35.9 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)p9; Ce=0.9,Ct=1.1, IS=1.0 t Member Design Summa (per NDS Governing Load Comb CD CL + CL - CIF Cr D+ S 1.15 1.00 1 0.46 1 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location CapacitV DCR Load Combo Shear Stress 27 psi 1.2 ft. 155 psi 0.17 D+S Bending + Stress 367 psi 6.5 ft. 1273 psi 0.29 D+ S Bending - Stress -17 psi 1.2 ft. -591 psi 0.03 D+S Total Load Deflection 0.11 in. 1259 6.5 ft. 1.13 in. 120 0.10 D+S I i . (CALCULATI-ON�OF OESIGNWIND LOAD9-- MP1 Mounting Plane Information Roofing Material Comp Roof PV System_ Type - SolarCity SleekMount"" Spanning Vents No Standoff Attachment Hardware Como Mount Tvoe C Roof Slope 200 Rafter Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing _X-X,Purlins:Only_ NA Tile Reveal Tile Roofs Only NA Tile Attachment System Nile Roofs Only NA __- - -- Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design-Method ParBally/Fully_EnclosedMethod-_ _- Basic Wind Speed V 110_mph Fig. 6-1 Exposure Category C —Section 6.5.6.3_ Roof Style Gable Roof Fig_.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor_ Ktt� 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 V Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I)24.9sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U G -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC W 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing_w___ Landscape 64" 39" Max Allowable.Cantilever Landscape NA_ 24" �— NA Standoff Confi uration Landscape Staggered Max Standoff Tributary,Area Trib 17 sf PV Assembly Dead Load W—PV 3.0 psf Net Mind.Uplift at Standoff_�� _ Tactual 51_— -3 ,Ibs� _ Uplift Capacity of Standoff _ T-allow 500 Ibs Standoff Demand/Capacity DCR 70.3% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable Cantilever. Portrait 19" T NA Standoff Configuration Portrait Staggered Max Standoff Tributary.Area Trib_ 22 sf PV Assembly Dead Load W-PV 3.d psf _ Net Wind Uplift at Standoff T-actual -440 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 88.0% j 4.� STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof System Pro erties San 1 11.92 ft Actual D 9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88 in'A2 Re-Roof No San 4 S. 21.39 in.A3 Plywood Sheathing Yes San 5 I 98.93 in.A4 Board Sheathing None Total Rake Span 17.07 ft TL DefPn Limit 180 Vaulted Ceiling Yes PV 1 Start 1.25 ft Wood Species SPF Ceilina Finish 1/2"Gypsum Board PV 1 End 14.58 ft Wood Grade #2 Rafter Sloe 400 PV 2 Start Fh 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 10 12 Initial Pitch Adiust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.31 18.3 psf 18.3 psf PV Dead Load PV-DL 3.0 psf x 1.31 3.9 psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load LL SL',2 30.0 psf x 0.65 1 x 0.35 19.5 psf 10.5 psf Total Load(Governing LC I TL 1 1 37.8 psf 1 32.7 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)py; Ce 0.9,Ct=1.1, Is=1.0 Member Design Summary(per NDS Governing Load Comb CD I CL + CL - CIF Cr D+ S 1.15 1.00 1 1.00 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 26 psi 1.2 ft. 155 psi 0.17 D+S Bending + Stress 418 psi 7.2 ft. 1273 psi 0.33 D+S Bending - Stress -32 psi 1.2 ft. -1273 psi 0.03 D+S Total Load Deflection 0.23 in. 802 7.2 ft. 1.04 in. 180 0.22 D+S r [CALCULATION OF_DESIGN-WINb LOADS-ZMP2 Mounting Plane Information Roofing Material Comp Roof PV System Type s&Gr-_ity'SleekMountTm Spanning Vents No Standoff Attachment Hardware Como Mount Tyne C Roof Slope 400 Rafter.Spacing 16"O.C. Fra pe Direction Y-Y Rafters Purlin Spacing X_ -X,Purlins Only _ NA Tile Reveal Tile Roofs Only NA Tile Attachment 5ystem - Tile,Roofs Only NA_ Standin Seam ra S acin SM Seam On NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind.Design.Method Partially/Fully Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category TC `Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic,Factor Ktt 1.00 Section 6.5.7 Wind Directionality Factor ICd 0.85 Table 6-4 Importance Factor �._.- I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 24.9 psf Wind Pressure Ed. Pressure Coefficient U G -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GCO fpo. 0.87 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(G(;p) Equation 6-22 Wind Pressure U -23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing_ Landscape 64"_ 39" Max Allowable,Cantilever ._.Landscape__ 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary.Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind,Uplift at Standoff _Tactual____, -389 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/CapacitypDCR 77.8% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable.Cantilever Portrait„___- ir, NA, Standoff Configuration Portrait Staggered Max,Standoff Tributary_Area Trib 22 sf_ PV Assembly Dead Load W-PV 3.0 psf Net,Wind.Uplift at Standoff Tactual -487 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 97.5% r STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof System Pro erties San 1 11.92 ft Actual D 9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88 in.A2 Re-Roof No San 4 S, 21.39 in.A3 Plywood Sheathing Yes San 5 I 98.93 in.A4 Board Sheathing None Total Rake Span 17.07 ft TL Defl'n Limit 180 Vaulted Ceiling Yes PV 1 Start 1.92 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 15.33 ft Wood Grade #2 Rafter Sloe 400 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E L 1400000 psi Pot Lat Bracing Full PV 3 End Emie 510000 psi Member Loading mary Roof Pitch 10 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.31 18.3 psf 18.3 psf PV Dead Load PV-DL 3.0 psf x 1.31 3.9 psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load LL SL1,2 30.0 psf x 0.65 1 x 0.35 19.5 Psf 10.5 psf Total Load(Governing LC I TL 1 37.8 psf 1 32.7 psf Notes: 1. ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; Ce=0.9,Cr=1.1,I5=1.0 Member Design Summary(per NDS Goveming Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 1.00 1 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 27 psi 1.2 ft. 155 psi 0.17 D+S Bending + Stress 419 psi 7.2 ft. 1273 psi 0.33 D+S ,Bending - Stress -32 psi 1.2 ft. -1273 psi 0.03 D+ S Total Load Deflection 0.23 in. 801 7.2 ft. 1.04 in. I LJ180 0.22 D+S i [CALCULATION-OF-DESIGNWIN D-LOADS7 MP Mounting Plane Information Roofing Material Comp Roof PV System Type Solar-ity-SleekMountTM Spanning Vents No Standoff Attachment Hardware Como Mount Tvoe C Roof Slope 400 Rafter Spacing._ - _- 16"O.C. Framing Type Direction Y-Y Rafters Purlin_$.pacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs-Only NA ''� Standin §earnarap spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method - ---Partially/Fully Enclosed Method Basic Wind Speed V 110 moh Fig. 6-1 Exposure Category C _Section 6.5.6.3_ Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor K 1.00 Section 6.5.7 Wind Directionality Factor Ka 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U G -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.87 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(G ) Equation 6-22 Wind Pressure U -23.6 psf Wind Pressure Down Pfdowni 1 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Maxax Allowable.Cantilever Landscape_ 24" N_A nd Staoff Confi uration �Landsca a Staggered Max Standoff Tributary_Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net,W ind.R-JUDlift,at T-actual___ -389 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 77.8% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable,Cantilever Portrait 17" NA Standoff Confi uration Portrait Staggered Max Standoff Tributary,Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff. _ T-actual^ -487 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacty DCR 97.5% TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map M' ' Parcel 2 01 Application #z�o Health Division Date Issued Conservation Division Application Fee " Planning Dept. Permit Fee t06 Date Definitive Plan Approved by Planning Board �-- Historic - OKH _ Preservation/Hyannis Project Street Address Z S Ce,- D w3 Village QS` u u Ne- nn Owner_ Le, V. ce ct - Address 1 2 S' sell Pitt Telephone US� - 7 3 7 - 9 6). Permit Request lck,%[a view CUUi°Ce,.k pa(c(n it y 6vy Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 2 6 Construction Type 07 ecJ 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: 0 Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (so N 81 Number of Baths: Full: existing new Half: existing —new rs� C) Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Roo n Count• Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stoves 0 lies ❑ No I 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 fee , Frc..v—r Telephone Number (42 S� -Z 212— Address 31 GocieW, !OkU License # 0976643 A4 OZ 6 L1 1 Home Improvement Contractor# Worker's Compensation # Wt 0 0 °l o ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S•c,hc�ti� c SIGNATU E DATE 7hi ! 3 FOR OFFICIAL USE ONLY S� m APPLICATION# , DATE ISSUED �S MAP/PARCEL NO. ADDRESS %'� VILLAGE r OWNER Y }s DATE OF INSPECTION: FOUNDATION FRAME INSULATION 4 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL-, FINAL BUILDING j4 DATE CLOSED OUT _ ASSOCIATION PLAN NO. t ' f 27re Conwwnwed&of yassacFar<setts Depmfteat ofIRA4dd Accidents i Offer Qfbzva igagm 600 WaxAbT on sjeet Bin,MA 02ZU I Workers'Cc►M a r h+ rt l`nform ti�rsafiont fiance All�Fda Bm dersfCoz�etatrSIMecfri _ ciaasJPiuDrebers Name i WIM=Q Please PxiatL tnamanaly: • ra.S2 Y Can 5-�r'c�C-�1 Q yZ L LL'' Address:- ----- CityltatelZig; c�i-F4 ! A�rm3eu au e I gr? Y2� re -W oY Check the aggro rhU]cow I. I ara a employerwhh 23 4 0Iam a geaeaai cmft,,,b aad I Type of pr*d(required): employees(full andfor -time)* nave himd the mb 6 t 2.[]l am a sale "� T c,nsf nr on , FmFne+'ar partner- lasted oAthe attached sheet, 7. �]Remodeling 1 sYParrdhavenoaVjoy= TheseMb-cCRfraCb=h&vC i wig formes in any 8 q(y =Ployees andhave workers Damm° 1 No WCAM 'comp_m=w. comp immraoe t 9. ]]Bm7ding additionMdred i -] S. We are a corporation and its 10.❑Eleciriezi repairs ordditions r 3, I am a homeownerdobg an wcr3c officers have 4trscised a myself,IN,wDdM&Comp. right of exemption pet MQ I I-[]Piumbmgrepaas or additions a ISZ V(4),and we haven, 12'0 Roof repaim empbres-[No w033tsr , 13.0 Offim t COMR msmance zegaimd.] i "�'aPP�tfsateTitcks�oz�l�akoSlloatt�esGpnabemwshnwiagsbes•stti�� ���Y�foa�hoa i ' 1F.omeowueawhosabmitthisaffidavrti�gy�9e�edo" 31[wa�kaadrheahUe_ otaC d CO � e s�tbe�Ftmemrshave�ap7cyecs Grp ° waricasaMd�whe&eror to vet I� �9�a�moLa. •- �Qlllltp!PA7�JIOjFCTfIaIQjZSPJbyrd�7Y61�lElS'COP1Jp21LC�014 C2 i7r�'llOd OT fnformmmrt f myevWQYeat•Bdowisthepoliryattdjobsite i'nsnraace ComPanq Name Dr7Q/ U 4.5'u c'e L'e�,, � f policy#or tot ins.lic.# / Sob Sife Address �� c, ? _ City/5t� �!J ��� U Z JCS- Attachacoppof8rewoaicrrs'rom ensat3enpolieyoleclaratiangagQ(sho Farlme to secure co wing the policy rat rtrber sad e�zegrrftedrmderSection25AofMGLc 152cmleadto�ire' eaPiratioudate}. fare unto$I,$OQ QO audlor one-year impriso:mt aswell as civ>Z rmP,sitaoa of cahahwpenaldes ofa ofuptonSOOOaday F tie'infret ofaSTOPWOI2RORI71ERanda#&re Inoesti agaJmsttht viokator. Se advised that a cope of$ris st�emeat may be fursrarded to the office of lions ofthe DIA for MgZance,ccverap vealcation- a I do herehy cer a 'ts d perraf&as ofperirtry that•the vp`vmradaa pTovfded uve is t/rM mtdconr.0 ' ones: .gaff"T7i� - ZZgZ � --- 'adtcseon� Derofw&69nthisareq,tobe,,,,W fed by do ortMMOhTce City or Town: Pesmitt�ieense# F ksxd Atdhor*(circle one): 3.Board aMeal& 2-H dmg Depwftent 3.C Ifyf][owa Cm*, 4.Flecbric9D S.Other erector 5-Phoubilglnspecto, ----------------------Z- t:on4actpwsm r. i Phone& i j FRASCON-01 MOSU A o- CERTIFICATE OF LIABILITY IN SURR JDATE(MMIDWYYYY) ANCE 1 01512 01 2 THIS CERTIFICATE 1S ISSUED AS A NATTER 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 poficy(ies)must be endorsed. If SUBROGATION IS WANED,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 (508)676-0309 NCOAe"r1E� Suzefte Moniz Viveiros Insurance Agency,Inc. PHONE ;508-676.0309 375 Airport Road Arc.me):508-324-9147 Fall River,MA 02720 ADDRESS:SMOniz@Vjveiroslnsurance.com WURE S)AFFORDLNGCOVERAGE NAIC4 INSURERA:National Union Fire Insurance Company INSURED Fraser Construction LLC INSURER B: P.O.Box 1845 INSURERC: COtl21t, MA 02635- INSURER 0: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD C 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, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I RAD LTR TYPE OF INSURANCE INSR WVD POUCYNUMBER IdMPDD FOLIC EXP UNITS LIABILITY EACHOCCURRENCE S ll COMMERCLAL GENERAL LIABILITY cu PREMISES Ea orrence S CLAIMS-MADE OCCUR MED EXP(Any are person) 5 PERSONAL&ADVINJURY S GENERAL AGGREGATE S GENL AGGREGATE UMITAPPUESPER PRODUCTS-CAMP/pPAGG S POUCY PRO FI LOC S AUTOMOBILE LUU3)LITY OM EE S! GLE UMIT I; ANY AUTO BODILY INJURY(Par person) S ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Peraccident) S HIRED AUTOS NON-OWNEDUUTO P 0 ERTY MP.G er eedd S S UMBRELLA LIAB OCCUR EACH OCCURRENCE S EXCESSLIAB CLAIMS-MADE AGGREGATE S DED RErmON S I S WORKERS COMPENSATION WC sT711- OTH- AND EMPLOYERS'LIABILITYX A ANY PROPRIETOR/PARTNEIumcECUmvE YIN CO09930601 9/26/2012 9M6/2013 E.L.EACH ACCIDENT S 500,000 ER OFFICER/MEMBER EXCLUDED? N I A (Mandal,oryinPln E.L.DISEASE-EAeMPLO S 500,000 Ifyes,deserae under OESCRIPTIONOFOPERATIONSbeJaw E.L.DISEASE-POLICY UMIT S 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS J VEHICLES(Attaen ACORD IIn,AdcWonal Remarks Schedule,If mare space Is regalred) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBEO POUCIES BE CANCELLED BEFORE Fraser Construction LLC THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 31 Bowdoin Rd ACCORDANCE WITH T)4E POUCY PROVISIONS. Mashpee,MA 02649- AUTHOR=REPRESENTATNE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/OS7 The ACORD name and logo are registered marks Of ACORD Fraser Construction, LLC P.O. Box 1845, Cotuit, MA. 02635 Email: fraser—construction@verizon.net www.fraserroofing.com Phone 1-508-428-2292 &FAX 1-508-428-0123 DATE: 6/10/13 PHONE: 508-737-9055 NAME: Jack G. Carter EMAIL: jackgcarter@comcast.net MAIL ADDRESS: N/A JOB ADDRESS: 125 Seapuit Rd. Osterville, MA 02655 Construction of a shed roof per specifications 1. Footings $1,000 2. Framing and trim installation $11,310 3. Roofing as per specifications $1,485 4. Siding as per specifications $1,200 S. 6. Materials $6,100 Total investment PAYMENTS ARE DUE IMMEDIATELY AFTER JOB COMPLETION. Payment Schedule is 1/3 deposit with balance due upon commpletion. Payments accepted are: CASH— CHECK—MASTERCARD— VISA —AMERMAN EXPRESS * Any payments not immediately paid upon job completion will be charged 0.005% for every day after the given 5 day grace period upon day of job completion. Any deviation or alteration from above specification will be executed upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays are beyond our control. Owner should carry fire, tornado and other necessary insurance upon \ l'd OEb 6-66ti-809 aa}ae��I�af dOE:60£l 9l un �'` IF the above work. We, if not accepted within thirty days may withdraw this proposal_ FRASER CONSTRUCTION, LLC: Carries Workman's Compensation and Public Liability Insurance on the above work, certificate available upon request. DATE OF ACCEPTANCE: �ZaA— Home er user ruction, LLC Z'd 0£t 6-61V-909 a81jeo ve d0£:60£l 9 L unf Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 112536 r Type: DBA Expiration: 3/23/2015 Tr# 237059 FRASER CONSTRUCTION CO. DEAN FRASER P.O. BOX 1845 COTUIT, MA 02635 Update Address and return card.Mark reason for change. Address ❑ Renewal Ej Employment Lost Card SCA 1 0 20M-05/11 U/t6 rQar�unzancuetr,L��O/QY-//1 cedittiettS Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: q egistration: 112536 Type: Office of Consumer Affairs and Business Regulation xpi ration: 3/23/2015 DBA 10 Park Plaza-Suite 5170 Boston,MA 02116 FRASER CONSTRUCTION CO. DEAN FRASER 104 TWINN VIEW LANE gp yE � E FALMOUTH,MA 02536 Undersecretary Not valid without signature J 3 Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supersisol- License: CS-097668 . DEAN C FRASER 104 TWINN VIEW LANE: � EAST FALMOUTH NtA U253b' Cxpiration Commissioner 06/07/2015 J i c JOB-C .T_ 4g �!S TAYLOR DESIGN ASSOC., INC. SHEET NO. , OF P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY Tek/Fax: (508) 790-4686 ►�.lr; CHECKED BY R. S Gbw �'� . © SCALE I; -4 g DNA z r . �.r,.. .......1....0.14,-�... ..L z o.. .1 .Q.�.... ....... ,n.�SC�.....'j....... Zt..2�..?.s.i� .. . ....... .. .. .../�.�.ca� . ... C_..v r�t,tS..t�YL.._ ... ...��p .:. ..�,oc�._-f�s..:....�.1�-c._�..J.. . . ... .. . .... . . ...... . ... .... ...... . . .....A.t�. e• alt,�C-, .. . . . ��..._G..=-...30 oa..p.s.�.... . . .... . .. .... . ... . . . .. . ... ............... .. . .. .. .. ............. . . .. . ..... . . . . .. . ... . .. ... . ... } .� v ^Q—. .. ... . — 3- PT z�to 70 (ere .1... ._ .. . ....7..8.3... .P c,.F. ...o tom.. . . f. JOB TAYLOR DESIGN ASSOC., INC. SHEET NO. L of %? P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY C'T`t DATE_�j�+4'��� Tel./Fax: (508) 790-4686 CHECKED BY DATE { ® f.L. SCALE ....................... .. .. . .. ......... b.. t..�- GZ ®....... Ot it lr �!-'a 44-L��1�--5.... .�. 2.. r...e.G.. ��. tZ". ". S.pa.c.�.�...c�... ,.. t 4.�... .. .....-. 7.9,.�.. PROJECT NAME: ADDRESS: �G3r/c> PERMIT# 9 0 PERMIT DATE: O M/P: 1 03 2 0 LARGE ROLLED PLANS ARE PDX D SLOT Data entered in MAPS program on: q 1 Z BY: l oFE r Town of Barnstable Regulatory Services BMWSTAs s ai E Thomas F.Geiler,Director i0Tf0 "�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 June 29, 2011 Bourque Heating& Cooling Co. Inc. Attn: Robert G. Bourque PO BOX 770 Marstons Mills, Ma. 02648 RE: 125 Seapuit Rd., Osterville Map: 118 Parcel: 121 001 Dear Mr. Bourque: This letter is to follow-up on an application submitted to do work at the above referenced address. Unfortunately, the application is not approved at this time..The construction documents are incomplete and you have not submitted the information requested by this office. Specifically missing are documents demonstrating compliance with the 2009 IECC. Sincerely, G� ^ e L. Lauzon Local Inspector (508) 862-4034 Q:zoning5 �l { I I , PERMIT PAYMENT RECEIPT T 0 W N OF BARNSTABLE BUILDING DEPARTMENT 2fQ0 MAIN STREET HYANNIS , MA 02601 ���MpT�or� pouaw►�'r3 0 TE : 04 / 14 / 11 TIME . 12 . 42 - - - - - - - - - - - - - - - - TOTALS - - - - - - a � rc�SPtC E PEIR.MIT $ PAID 50 . 00 � AMT TEN0ERE0 : 50 . 00 A M T APPLIED : 50 . 00 CHANGE : 00 APtP�wICATI0H NUMBER : 201101945 PANKENT METH : CHECK PAYMT@NT REF : 14681 y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map / Parcel /� '�Q Application # v 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 �� SE��(,�> T �-f) Village Owner `7 11"C �og/L-T�i� Address Telephone�l � Permit Request ��T �✓�� �b UAQ D/ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: XGas ❑ 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; 0 existing; ❑ nQew size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other- Zoning J3oard of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use s t APPLICANT INFORMATION (BUILDER OR HOMEOWNER) p T Name ���� <J U�/ _a 6f C� Telephone Number_ Address �Q ✓ A'yL� License # -3 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS P OJECT WILL BE TAKEN TO /2 SIGNATURE DATE t/h It 4 s FOR OFFICIAL USE ONLY !; APPLICATION# DATE-ISSUED MAP/PARCEL NO. _i ADDRESS VILLAGE OWNER r . ' DATE OF INSPECTION: Y FOUNDATION FRAME INSULATION FIREPLACE t ELECTRICAL: ROUGH FINAL " 1 PLUMBING: ROUGH FINAL' GAS: ROUGH FINAL FINAL BUILDING ° DATE CLOSED•OUT ASSOCIATION PLAN NO. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel �� 'Q / Application # d 1 6 �i Health Division Date Issued Conservation Division Application Fee 1 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board - Historic - OKH _ Preservation/ Hyannis - Project Street Address 02� -S��}�Ce/ T Village Owner /ZT.: Address F p� Telephone -W S�IJ�l -7 5�- / 3 Permit Request TT 64L!xi-Z_ bGGc�l �/ T�i lATldel `Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District'' Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered:_❑Yes ❑-No* 'Ifyes, attach supporting documentation. ".� �t�1 y:'T't\i'w• '•,' 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 -4: ' Basement Finished Area(sq.ft.) BasernQ6t Unfinished Area (sq.ft) w f Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn:,❑ existing; ❑ new size_ _. vW Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: .' 3 C) Zonin9,Board of Appeals Authorization ❑ Appeal # Recorded ❑ �= Comm>✓rcial ❑Yes ❑ No If yes, site plan review # 9 �.o C'urrenil Use Proposed Use APPLICANT INFORMATION - w (BUILDER OR HOMEOWNER) Name . a p / Q T ' U A--C 64"& -,Telephone Number 56 v Address 3U License # C2 G�2 Home Improvement Contractor# i Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �� cc-� � _ DATE y FOR OFFICIAL USE ONLY t APPLICATION# DATE ISSUED MAP/PARCEL NO. v O ADDRESS VILLAGE OWNER DATE OF INSPECTION: r FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 0 FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Z• The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations t :t; 600 Washington Street Boston, MA 02111 www.niass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A licant Information Please Print Le ib ly Name (Business/Organization/Individual): u 15 Address: 1)b (. f I- /A e City/State/Zip: 014mil, S Phone Are you an employer? Check the appropriate box: Type of project(required): 1.Yd 1 am a employer with -1 4. ❑ I am a general contractor and I 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 ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. g. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13 Other Pf VA-L comp. insurance required.] ;Arty applicant that checks box 4 1 must also fill out the section below showing their workers'compensation policy information. t HOmeDwners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. f am an eWLoyer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. ,, / Insurance Company Name: �457�TLCa-11 G �f Policy#or Self-ins. Lie.#: / 5_'7 Expiration Date: Job Site Address: l a S�A-Qu T RU6 ST' City/State/Zip: �SJC vG v 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 cent' un r the pai n alties of perjury that the information provided abov is tru and correct. Si mature• Date: Phone#: Official use only. Do not write in this area, to be compLeted by city or town offcciaL I City or Town: PermitlI it/License 11 Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other IContact Person: Phone #: CQMMONwEALTH OF • SHEET MASSACHUSETT3 • AS'q MASTETAL WO • . iss THR-U1�RERKERS Aeov ST uEs RI C.TEp. E LICENSE Tp .ROgERT G• BOURQU E . 14 CROOKED; CgRTWq y �. MgRST �` 01VS, M.ILL`S , R Mq'"�26 4 g lOp � , • 28112 • • a ° _z ' � 1 ' r Aor. 13. 2011 1 : 13PM orleans toyota No. 5615 P. 1/1 I Pro posa l BOURQUE HEATING _COOLING CO. INC. April 12,2011 P.0_Box 770 Summary: INSTALLATION Marstons Mills,MA. 02648 Reference#: 103 508.790.28871 Fax 771.96061 bourque.hcc@earthlink.net Due Date: 4/15/2011 www.bourqueheatingandcooling.com Job Name: JACK CARTER JACK CARTER 125 SEAPUIT DR. 125 SEAPUIT DR. OSTERVILLE,MA 02655 OSTERVILLE,MA 02655 508.737-9055 CELL 508-737-9055 CELL We Hereby Submit Speciflcations And Estimates For. PROVIDE LABOR AND MATERIALS FOR THE FOLLOWING: COMPLETE INSTALLATION OF (1) GAS-FIRED WARM AIR FURNACE AND CENTRAL AIR CONDITIONING TO SERVE GARAGE AREA. QUOTE INCLUDES DELIVERY AND INSTALL OF EQUIPMENT, FLUE VENTING, THERMOSTAT, REFRIGERATION AND DRAIN PIPING, INSULATED SHEET METAL DUCTWORK, REGISTERS AND GRILLES. GAS PIPING FOR HEATER AND ELECTRICAL WORK NOT INCLUDED. CARRIER BRAND EQUIPMENT, BASE SERIES, 80% FURNACE, 13 SEER A/C. OPTIONAL ITEMS {ADJUST TO BASE PRICE BELOW) : X * 90% AFUE RANGE 2^STG FURNACE (PERFORMANCE SERIESI .ADD $390.00 i We propose hereby to furnish material and labor-complete In accordance with the above specifications,for the sum of. _ �L Payment to be made as follows: I ON COMPLETION All material Is guaranteed to be as specified. All work to be completed in a professional manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders and will become an extra charge over and above the estimate_ All agreements contingent upon de s beyond our control. Purchaser agrees to pay all costs of collection,Including attorney s few. t This proposal may be withdrawn by it not by the above due date. l .I Auth rued A gceptance Sig ture Signature Date / To•d gV101 AC1✓fvi?. 201 :.QFNTIFICATE OF LIABILITY INSURANCE No. 4536 F.�Ai m PRODUCeR 04/04/2011 508.997.6061 FAX S08.990.2731 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Southeastern Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 439 State Rd. HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. Box 79398 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, North Dartmouth, MA 02747 INSURERS AFFORDING COVERAGE NAIC A INSURED Bourque Heat ng & Cooling Co. , Inc. INSURERa Central Insurance Companies 20230 DBA: and B and L Equipment LLC INSURERS: P 0 Box 770 INSURER C: rMarstOns Mills, MA 02648 �JNSURER uo:E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR NSR TYPE OF IRBuRANGE POLICY NUMBER DATE Y/L FECTIV DATE YY DD PIRATI L1YlT8 GENERAL U ABIUTY CLP7979S94 05/17/2010 OS/17/2011 LEACm OCCURRENCE 9 1,000,000, X COMMERCUAL GENERAL LIABILITY DAMAGE CLAIMS MADE �X OCCUR PREMISES Eaoec.0. Is 300.00 MED EXP(My one Breen) a 10 A 00, PERSONA.a ADV INJURY 13 1.000 00 GENERAL AGGREGATE Is 2,000.00 GEN'LAGGREGATE LIMIT APPLIES PER: POLICY JECT IOC PRODUCTS-COMPIOp AGG s 2.000.00 AUTOMOBILELIABILTTY 8871323 05/17/2010 03/17/2011 ANYAUTO COMBINED SINGLE LIMIT all OWNED Autos a (Ee accident) 1,000,DOC X SCHEDULEDAUTOS BODILYI►UURY a A (Perperaon) X HIRED AUTOS X NOWOWNED AUTOS BODILY INJURY a (Per occident) PROPERTYDAMACE a (Per sedaent) GARAGE LIABILITY ANY AUTO AUTO ONLY•EA ACCIDENT s OTHER THAN EA ACC S AUTO ONLY: AGO S EXCESS UMBRELLA LIABILITY 067979595 05/17/2020 05 17/2011 EACH OCCURRENCE s S1000.00 OCCUR CLAIMS MADE AGGREGATE S A S 000.0 DEDUCTIBLE a X RETENTION S 10,00 $ REMPL YER& SATION WC797959611 05/17/2010 05 17 2011 X a GM awDlJNPLOYERS LIABILRY / / TORYLIMITS X E A OPFICREWM MBER EX�NUCL OEEPJCECunVE�i (YutdataryIn NH) uu E.L.EACH ACCIDENT E 1,QQQ Q001 SPECIAL PROVISIONS below NO OFFICER EXCLUSIONS EL.DISEASE.PO EMPLOYE 9 1,000,5001 OTHER E.L.DISEASE-POLICYLIMTT a 1 000.00 EBCRIPTION OF OPERATIONS/L0CATION9/VEHICLES I E -LL$IONS ADDED BY ENDORBEYENT 13PECLAL PROVISIONS ERTIFICATE HOLDER CANCELLATION BHOULO ANY OF THE ABOVE DESCRIBED POLICIeS 0E CANCELLED BEFORE THE EXPIRATION Lighthouse Inn, Inc. & LHI,Inc. ATIMA DATE THEREOF,THE ISSUING INSURER WILL ENDRAVOR TO MAIL 10 DAYS WR►rTEN Attn: Greg Stone NOTICE TO THE CERTIFICATE HOLDER NAMED To THE LEFT,BUT FAILURE TO DO SO SHALL 1 Lighthouse Inn Road IMPOSE ND OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR P 0 Box 128 rK PAE9ENTATMOWest Dennis, MA 02670 ►IOR" REPRGSENTATIVE :ORD 251"ID3101) FAX; S08.398.5658 ren Bernier �■ 01988-2, The ACORD name and logo are registered marks of A ORD RD CORPORATION. All rlghte�essrved. i0i10'd dnodnoa L6:3T ZTOZ-fit-ddd �p i , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Applicati0o # Map Parcel? 727 7", Health Division Date Issu,6... Conservation Division App' icati6h Fee -b Permit Planning Dept. Fee Date Definitive,Plan Approved by Planning Board Historic - OKH Preservation Hyannis Project Street Address Village Owner Address q Telephone Permit Request Square feet: 1 st floor: existing proposed .2nd floor: existing—proposed -Total new Z6,hing District —Afq' Flood Plain &ound'water Overlay Construction Type Project Valuation 1540 4— 7- Lbt Size ' Grandfathered: U Yes U No If yes, attach supporting docum entation. Dwelling Type: Single Family Two Family Ell Multi-Family (# units) Age of Existing Structure d Historic House: Q Yes 2<o On Old King's Highway: 0 Yes B<o Basement Type: Q Full Q Crawl U Walkout Ll 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: Ll Gas 0 Oil U Electric Ll Other Central Air: U Yes U No Fireplaces: Existing New Existing wood/coal stove: U Yes Q No Detached garage: El existing Urnew size—Pool: Q existing El new size Barn: Ll existing Q new size— Attached garage: LJ existing Q new size —Shed: Ll existing Q new size Other: C= Zoning Board of Appeals Authorization D Appeal # Recorded Ll Commercial Q Yes Q No If yes, site plan review# 0. Current Use Proposed Use cn co APPLICANT INFORMATION M (BUILDER OR HOMEOWNER) Name AW4<, e-64t� &1'_4l /&Iephone Number 'AD �Dep t Address2S% Z§Lg9ee A*ylc�_ License# �;m Home Improvement Contractor# Worker's Compensation # vVe-61:7?4 7 5 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C—klz � SIGNATURE DATE V V FOR OFFICIAL USE ONLY 'APPLICATION# .DATE ISSUED MAP/PARCEL NO. ' q ADDRESS VILLAGE ' OWNER _ DATE OF INSPECTION: FOUNDATION " FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL 5 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL - - FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN:NO. j i The Commonwealth of Massachusetts Department of Industrial Accidents s Office of Investigations= 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information _J Brodu&k Please Print Legibly Name (Business/Organization/Individual): ,TinG Ky C�9nad Address: 25q yw .Anne !load City/State/Zip: Phone #: Are you an employer? Check the appropriate box: Type of project(required): 1.Qjl am a employer with_2;; 4. ❑ I am a general contractor and I employees(full and/or part-time). have hired the sub-contractors 6. ❑ New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' comp. insurance.t 9. ❑ Building addition [No workers' comp. insurance p• required.] 5. ❑ We are a corporation and its ME] Electrical repairs or additions 3.❑ officers I am a homeowner doing all work have exercised their 11. Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4), and we have no . employees. [No workers' 13.0 Other comp..insurance required.] 'Any applicant that checks box 41 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 out contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: m[r 1 n n�F>!r n icu�1LMT7)0r1(r_� Policy#or Self-ins. Lic.4: � �?erg l 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 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 IhR DIA for insurance coverage verification. I do hereby c=ifynderthepa"s and penaltie of perju tea a information provided above is true and correct. Si nature: L(- Date: Phone#: 568— 24 36" 206 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#: Client#: 20245 MCGRPOS DATE ;d-LORD,, CERTIFICATE OF LIABILITY INSURANCE 07/2310901YYYY) PRODUCERS" THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION / Rogers &Gray Ins.-So. Dennis ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 434 Route 134 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. O. Box 1601 South Dennis, MA 02660-1601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Travelers Prop. Casualty Co. of Amer McGrath Post&Beam Corp INSURER B: ACE Property&Casualty Ins.Co. dba Pine Harbor Wood Products INSURER C: 259,Queen Anne Rd INSURER D: Harwich,MA 02645 INSURER E: COVERAGES r 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1 SR DD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NSR DATE MM/DD/YY DATE MM/DD/YY A GENERAL LIABILITY 16600368B1961ND09 01/31/09 01/31/10 EACH OCCURRENCE $1 00O 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED n $1 OO 000 CLAIMS MADE Fx_1 OCCUR MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1 OOO 000 GENERAL AGGREGATE $2 00O OOO GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 X POLICY PRO LOC JECT A AUTOMOBILE LIABILITY BA44871368609SEL 01/31/09 01/31/10 COMBINED SINGLE LIMIT $1 OOO OOO ANY AUTO (Ea accident) r . ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR a CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION AND C45779944 07/08/09 07I08/1 O X WC sTATU- OER TH- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $1 OO,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $100,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS l CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL In DAYS WRITTEN 200 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 IMPOSE NO,OBLIGATION OR LIABILITY OF ANY KIND.UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE I G ACORD 25(2001/08)1 of 2 #S44991/M44815 MEE 0 ACORD CORPORATION 1988 I s- Boar o ui ing e ulaions an an. ar s g One Ashburton Place Room 1301 Boston, Massachu.s•etts 02108 Construction isor:License License C'S:. 73865 - -_ Restriction: TG - ' Expiration: 3%141201.0 Tr# 19647 N ' w JAMESR MCGRATH _._...._...._...._............._...... _. ... .... . _. 204 CRANVIEW RD _...._...'--_._...- -.....:............_. ....:... ... . .. I r BREWSTER, MA 02631 :.._.:.....:..._, _...__....:.. ._ .. ... . . . . 4 - } _ 5�e Update Address and return card.Mark teasbn for change Address ! l Renewal I' Lost Card DPS-CAI 0 5OM-07/07-PC8490 -- Board of Building Regul ions and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration ► Registration: 132935 Type: Private Corporation Expiration: 10/31/2010 Tr# .275309 MCGRATH POST & BEAM CO. JAMES MCGRATH :_.. . - -'--.............. 259 QUEEN ANNE RD. __.-...__..._ HARWICH, MA 02645 -........ .._. . Update Address and return card.Mark reason for change. Address Renewal : Employment Lost Card ... DPS-CAI 0 5OM-05106•PC8490 Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 132935 Board of Building Regulations and Standards One Ashburton Place Rm 1301 Eicpiration: 10/31/2010 Tr# 275309 Boston,Ma.02108 Type: Private Corporation MCGRATH POST A.BEAM:CO. JAMES McGRATH 259 QUEEN ANNE.;RD;,........ HARWICH,MA 02645• Administrator N t valid without signature . ^ . ' � A/YC Giiide /u I-Vood Consti,uci6i/ hi H� /�d A��: J1 0 »� /�d�o« � . � Ma88achD8»ffc Checklist for C00Or]'ance (780CHYIZ5301:211) � OY Check Compliance � 11 SCOPE 11O mph ~ VV�dSpeed ��uc guu�---------------------- -------------..--' B VNndExposuna ---------------------- --------------------' --- Wind Exposure -----Enginaahng Required For Entire Project -------------C � 12 APPLICABILITY � Number nf Stories (a roof which exceedo8 ini2 slope shall be considered esto�^' stories :52stories � Roof Pitch ------'�---..------..--------(Fid 2) -------------- �y�ean Roof H�ghi ----'-------------,--. �g2 --------------' Building Width, VV :..(Fig '��. ------ ~ . -------------------`' -----.. � � —��— --�� Building Length, ----------------,---('gu)---------------' BuUd�� Aspoc RohoU��� U�Q4) ----------� � y""p"^ ^� '-----------� -----� . . --�� Nominal Height of ' '~""�"z ---------,—�(�Q4)---------------������8�^ . - 1 s FRAMING CONNECTIONS ` � � */ General compliance with framing connections....................(Table 2)............................................................... 2.1 FOUNDATION � Foundation Walls meeting requirementsof78OCMR5404i � Concrete---------.--------------------------------' -��— � Concrete Masonry.................................................................... .............................................. ................ 2. ��2ANCHOR��E�OFOUNDATON . 5/O^Anchor BoKs�nbeddedor5/�Pnoph�ary�Wochon�g Anchorsonana|hsrnobveinconora� ^/ � 8oKSpac�g—genera| -------.�—'—'--..�[[ab|o4)---------------' ..l��-in. `- ' � � i �G^ 12^ 8o�Spoo�gfrom ond�o�tofp�� -----.---- 5>-----'�-----'--°---x� — ' ^' (Fig r ~� � 8oKEmbedment—concn�e-------------'AqQ ------------':' ' ---- � Bolt —masonry------,------'K�g5)—'�--/---------- n�� /5' � � %^ °^ P|a�`VVoshoc.�-------------_------(�g5)---------------.��x�x 3.1 FLOORS � CKR�haptor2� _' � �Fk�r�am Floor-framing checked .�e 780 n:512 . kaximumF�or Opening Dmenskm-----------.(�g8)----,---�--------' FuUHeightVoU�udsotF�nrOpe�ngy�sx than Z�omEx�horVaU (�gO)------------'Waximum Floor Joist Setbacks � � ��� �d Suppo�ngLoadboahngVVa��cvShoanvaU_---(�g7)--------------.--.=�_ Maximum Cantilevered Floor Joists �� � h �d SuppocUnyLuodhoohngVVoUsorSheanvaU-----.0�g8 -----------`-----.. K�- Floo�]]rac�gat2ndwaUa-----------------.(�gQ)----'_-------.--'—.----- Floor Sheathing ........................................................(per 7DOCMR Chapter 55)..... 'VY�V0.—. � Floor Shea �ap�er�� ---' � Floor Sheathing Fastening---------------..—(Table 2).. _dnails at Ein edge �infieI d 4.1 WALLS � Wall Height � � Lnodbeahng walls---.�--------------'(Fig 1O and Table 5 --------- _ft giO' Non-Loadbeahng walls.................... ---------'(Rg1U and Table 5)--------' � 27 � 0andTab�5) »� ���24^u� �~ VVaUStud S -------------'y'� / ----_—+«�� ----'� ' � �d � VVaUSb��/O��� ----------------.'(�Qs7&D)-------------'��_-�+ ---_ � �4.2 EXTERIOR WALLS x Wood Studs | Loadbeahng Walls........................................................(Table 5)..............................2x (Table 2u�d— -�L�l=��» —��- | - Gable Full Endwall Studs-------------- 10 .................................................. —�-- VVSP — Floor Leng�----'��---��-----'�F� 11)-------------- 'Gypsum mdused)—':--- 11)--------------.�r� [iQVV `and 2x4 Continuous Lateral Brace @O ft. o.c. '(Fig 11)........................................................ —� �----' or 1 x 3 ceiling furring strips @ 16*spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joistor truss bayo____ Double Top Plate . y ~, Splice Length -----' ------------'(F� 13andTab|e0)---��--------��� � _ _ � ` ` ANC Guide to Mood Constr'uctiorr in. High M/ind Ai,ea-s: 110 uiph Whid Lone Massachusetts Checklist for Compliance (7soCirgRs301.2.1.1)' Loadbearing Wall Connections. Lateral (no.of 16d common nails)................................(Tables 7)......................................................� Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)..........:..................... Table 8 Load Bearing Wall Openings (record largest opening but check all openings for compliance tn,Table 9) < HeaderSpans .........I...............................................(Table 9)................................ 3-'—ft-- in. _ 11 Sill Plate Spans in.(Table 9).. _ft_. `: 5 11' .......... . .. ......... ....... ....... .............. Full Height Studs'(no. of studs)........................ . .. ......(Table 9)....................................................... Non-Load Bearing Wall Openings (record largest opening but check all openings for complia ce to Table 9) HeaderSpans..............................................................(Table 9)......7.......................... ft_in. 512' SillPlate Spans.... ..................:....................................(Table 9).................................. ft�in.5 12' ✓ Full Height Studs (no. of studs)....................................(Table 9)....................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W �Z Nominal Height of Tallest Opening z ............................................................................... SheathingType..............................................(note 4)...................................................... . in. Edge Nail Spacing................:........................(Table 10 or note 4 if less)......................:. Field Nail Spacing ............. Table 10 ................................................�in. Shear Connection(no. of 16d common nails)(Table 10).......................................................a _ Percent Full-Height Sheathing .....:... Table 10 ................................................... °yO 5%Additional Sheathing for Wall with Opening> 6'8'(Design Concepts).................... Maximum Building Dimension, L 9 /� Nominal Height P ht of Tallest 0 enin 2 �. 6'B ....................................................................... Sheathing Type................:.............................(note 4)................................................ .... ✓vhP 7 Edge Nail Spacing.........................................(Table 11 or note 4 if less).........................in. Field Nail Spacing.......................................:..(Table 11)................,................................... in. 7 m Shear Connection(no. of 16d common nails)(Table 11)................................................... . . ✓ Percent Full-Height Sheathing .... able 11 ................................................... 5%Additional Sheathing for Wall with'Opening> 6'8'(Design Concepts)............. Wall Cladding Ratedfor Wind Speed? ......................... ............................................................... 5.1 ROOFS Roof framing member spans checked?...................:....(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang .................:.................................(Figure 19) ............. .6i, ft:5 smaller of 2'or V3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= Of lf Lateral.............................................(Table 12).............................................L= Il Shear...............................................(Table 12)............................................S= -1k.plf . Ridge Strap Connections, if collar ties not used per page 21... (Table 13)........ .. ..............T= plf ................(Figure 20) ft 5 smaller of 2'or V2 Gable Rake Outlooker.................:........ •••••••••••-•— Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14).........................................:..U= lb. Lateral(no.of 16d common nails)...(Table 14).......................................L= . lb Roof Sheathing Type................:..................................(per 780 CMR Chapters 56 a 59) .........71.V P Roof Sheathing Thickness ................................f�`in. z 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 Figure 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 1Bb Q2.. 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. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. Feb. 16. 20103,11 : 15ANPOB4301115 PINE HARBOR No, 9525 P. 27• 02/02 • egalaui y Si, e f ces I%aV=F_Gdler,Dir r a � Building bxvzsi� word row,Bvildieg Ce 260 Mzk St =4 Hy c='I 0?2601 W"towa.betristable. a.tts OJ:5= 506.86`2-4038 R . 503-790-E Property OwfLez' ust f'Us .�i u, er j! r • X, �' r. CA r !Owner o�the subjeot•pro rly• . 1�eezeby horize QN� li d to ad On behalf, in A-mattem mb iive t*o WO&avthot wd byth S.bs�Ttfit permrl applicaiio (AA&ess of Job H. o OvAt �mex 1' Datc 1 • ..A-' CRITaLLI Print Ngme' f Pro�exty"Nwntrr , applyi7a9 far pe ,r t please complete e Z oxz eQ texs Mcense &emption Fonn oni'the verse "sz e. r . ® � 03/08/2010 16:11 5084301115 PINE HARBOR PAGE 01/04 t� r? 326 Yarmouth Rd. HYANNIS • 508-771-500 hyahnis@pineharbpr.com • Fax 508-771-7070 n Pv� 259 Queen Anne Rd. • HAR WICH • 508-430- 800 V harwich@pineharbbr.com • Fax 508-430-1115 WOOD PRODUCTS 403 Turnpike St. (kite. 138) • S. FASTON • 50 -230-3420 It's all about the wood SM easton@pineharboLom • Fax 508-230-3421 www.pineharbor.com 80d,-368-SHED (7433) FA-- X SHEET Date: /D Time: # of pages including this cover page: To: - 4 �R�PN✓�L� eVI o r,/L Attn.: k'xoxxt: Additional Messages: J�J�!' /� ���J n���� •� /2� ���..,d Dv� IyV 7t-1 �� � bra o o .,c. ao ;'a -� cr3 a o M l i 03/08/2010 16:11 5084301115 PINE HARBOR PAGE 02•/04 PATECHNICAL Form No_TT-1000 Page 1 of 3 November 2008 A PORTAL FRAME WITH HOLD DOWNS FOR ENGINEERED APPLICATIONS Engineered Design Use While the APA portal-frame design, as shown in Figure 1, was envisioned primarily for use as bracing in conventional light-frame construction, it can alscl be used in engineered applications. The portal frame is not actually a narrow shear wall because it transfers shear by means of a semi-rlgld, moment-resisting frame; The extended header is integral in the function of the portal frame, thus,the effective frame width is more than just the wall segment, but includes the header length that extendsi beyond the wall segment. For this shear transfer mechanism, the wall aspect ratio requirements of the code do not technically apply to the wall segment of the APA portal frame. Monotonic and cyclic testing has been conducted on the APA portal-frame design (APA, 2002 and 2003). Recommended design values for engineered use of the portal frames are provided,in Table 1. Design values are derived from the cyclic test data using a rational procedure that considers both strength and stiffness. ThQ design value derivation procedure ensures that.the code (IBC)drift limit and an�adequate safety factor are maintained, For seismic design, APA recommends using the Design Coefficients and Factors for light-frame walls with shear panels—wood structural panels. Since design values are based on testing conducted with the poOl frame attached to a rigid test frame using embedded strap-type hold downs, design values should be limited to portal frames constructed on similar rigid base foundations, such as a concrete foundation, stem wall or slab, and which use a similar embedded Strap-type hold down. References APA, 2003, Cyclic Evaluation of APA Sturd-I-Frame(&for Engineered Design, APA Report T2002-46, APA—The Engineered Wood Association, Tacoma, WA APA, 2003, Cyclic Evaluation of APA Sturd I-Frame®with 10-ft Height and Lumber Header, APA Report T2003-11,APA—The Engineered Wood Association,Tacoma, WA APA, 2003, Cyclic Evaluation of APA Sturd-I-FmmeO as Wall Braking, APA Report T2002-70, APA—The Engineered Wood Association, Tacoma, WA REPRESENTING THE ENGINEERED WOOD INDUSTRY 7011 South 19th Street•Tacoma,Wos6g'ton 98A66-5333•Phone:(253)565`6600•Fox:(253)565-7265 p 2008 APA•- The Engineered Wood Assoclatlon 03/08/2010 16:11 5084301115 PINE HARBOR PAGE 03/04 Form No.TT-100C Page 2 of 3 November 2008 Table 1. Recommended allowable design values for APA portal frame used on a rigid base foundation for wind or selsmI6 loading',e,c,a ASD Allowable Design Values Minimum Maximum Ultimate Load er Frame Se ment Load Width Height . (Pounds) Shear k eflection Factor (inches) (feet) (pounds) . (inch) 16 8 2,780 1,000 0-32 2.8 10 2,180 600 0.40 3.6 24 8 4,720 1,700 0.32 2.8 10 3,630 1,000 0.34 3.6 (0)Design values are based on use of Douglas-fir or-southern pine framing. For they species of framing,use the specific gravity adjustment factor=(1-(0.5-SG)],where SG=specific gravy of the actual framing. This adjustment shall not be greater than 1. (b)For construction as shown in Flgurs 1. (OValues are for a single portal frame. For multiple portal frames,allowable design values can be multiplied by number of frames(e.g.,two=2x,three=3x,etc.). (°)Interpolation of design values for heights between 8 and 10 feet is permitted. Technical Services Division Disclaimer The information contained herein is based on APA—The Engineered Wood Associations continuing programs of laboratory testing,product research,and comprehensive field expencnce. NeltherAPI$nor its members make any warranty,expressed or implied,or assume any legal liability or responsibility for the usb,application of,and/or reference to opinions,findings,conclusions,or recommendations Included In this publirtation. Consult your local jurisdiction or design professional to assure compliance with code,construction,and peirformance requirements. Because APA has no control over quality of workmanship or the conditions under which enginecrcd wood products are used,it cannot accept responsibility of product performance or designs as actually constructed. ®2008 APA—The engineered Wood Associatlon m - Page 3 of 3 • W Form No, TT-100C Aln+omhor 9(1(1R W C7 Q 0- Figure 1. Construction details for APA portal-frame design with hold downs t ESCTEIJ'f OF HEADER --— SHEATHING FILLER 1 PORTAL FRAME(ONE GRACED WALL PANEL) _- `�� A IF NEEDED y i �-� .F I '. .I� !:.., ice. � ,�!-.`. .. � :! r -•. 4 •I I ItlaN l "X 1I IT NET REM ER'. F• ENI PLATE TO HEADER 1NlrNTVIIO rYPfCALPORTAL !; 1 ��� FAST t0oo L•B FRAME SM.ERS ROWS OF 18D gWEFt MAILS AT 3"O_C.TY?. STFiRP(REF- `�� 2f�WS� STRAP p ^% �\ N0.LSTA24) j Cp(�I3TRUCTIOII " 3 OC_ (REF.1J0- (�W II• � 10G0 LB STRAP OPP08t1E SHF}�THING LSTA24) a_ FOR A PANEL FASTEN SHEATHING TO HEkDER WM'8D OOMM�OR j GALVANIZED BOIL NAILS Itf T GRUD PATTM AS SHOWN AND SPI ICE(lF A� I MIN,2X4 Z BLOCKING,AfiJD SUB)TYP. PANEL FRA1NEdG W � I • NEEDED?. I I 2 3'O.C.!N ALL FRAMING('MD�S, EDGES S3lALL '• MAX. TYP. i1EIC&iT OGCUROVERAND I I'!'- ..,_•- io, i FOR BRAONG:MIN.WIDTH=16"FOR ONE STORY BE HALED TO 1 ImN VADTH=24"FOR USE-IN THE FIRST OF TNO COMON BLOCK- - - •'•' STORIES,FOR EW-INEERE�U SEE TPBLE 1, E INGAMDOGCUR € J 4M LIB t - S VWTHI14 C�WLE Z4" .i. :'�11c 11E 1� MIN.(2)2X4 OF WALL kEIG!{T- ; W4.(2)2X41 1 OIL-ROW OF 3° j ! g DOWN 3 a 3V MIN.TfMCKNESS WOOD � ! O.C.NAILING IS !, t - DEVICE. t 1 STRUCTURAL PANEL SHEATHING REQUIRED IN EACH ( (REF.NO. 1 • �•. PANEL EDGE. STNDtQ) LUNI.420t!LB STRAP TYPE nE-DOWN DEVICE(EMBEDDED I INTO CAM AND @J AILEO NTO FRAMING).INSTALLED MRPL 10DO LB PER MAkUFACTURM-XF.ND.ST"014) T1E Dov4N ,--I - .._;dY....• DEVICE•(REF. :—r►i-' ter;— MIN.2')2?XXSW PLATE WASHER PdOt STF�B) � �r.: ONE 6mr DIA.A�10R BO.T wm r mt4.EJI,rFEDRif�dT FOL44DATIM '4` de °� ::a. dl,r.: PERCADE f w � A — A SECTION A-A FRQNT F.LEVAT1O 0F,9 LWATM �o r-I m r-, m CN \ i ' m ©2008 APA—The Engineered Wood Associat fon \ cr) _ m f� 1, ft- 'M K�E�N�Z�ITE ENGINEERING CONSULTANTS structural civil environmental June 7, 2010 Mr. Mark Clancy Pine Harbor Wood Products 259 Queen Anne Rd. Harwich, MA 02645 RE: Portal Modification, Garage for 125 Seapuit Rd., Osterville Dear Mr. Clancy, McKenzie Engineering Consultants, Inc. previously completed a review and analysis of the garage for 125 Seapuit Road in Osterville to determine the requirements for framing to meet the Massachusetts Checklist Requirements for 110 mph Exposure B wind design. As part of the design, APA portal walls were required to be installed on the elevation with the garage doors. The portal was constructed based on the provision of APA TT-100 and has been field built in substantial compliance with the document.- The only deviation was that the required LSTA24 strap.was installed on the exterior side of the wall from the header to the interior double stud which will still provide the needed connection to the portal system and we approve this deviation. If there are any questions feel free to contact me. .� ,\N OF k4SS `Sincerely, � q�y o MARK A. �s f McKENZIE CIVIL' Cn .39 0 0 41 M k A. McKenzi FFctSTE��N . r Pres., McKenzie En is t y9 ltants, Inc. � ` c� I`4 1279 Millstone Rood �1H� #� y l Brewster, MA 02631 « N !9 jo `�1�rl.o, t 774.353.2144 f 774.353.2142 www.mckengineers.com TOWN OF BARNSTABLE BUILDING PERMIT.APPLICATION;., Map_ Parcel: �2: Application,# Health Division :ry ~� Date Issued Z( b Conservation Division ;';Application Fee ?e PlanningDept; : : "Permit Fee= Date Definitive Plan Approved by Planning Board Historic _ OKH Preservation/Hyannis Project Street Address 4� W07— A&A72 Village �5'r W,l._E Owner 0&:�� Zv—MK_ Address !O."f � Telephone -73'7 Permit Request AleVV x Va Square feet: 1 st floor: existing proposed '2nd floor: existing proposed Total new Gd Zoning District' Flood Plain Groundwater Overlay Project Valuation SO Construction Type Lot Size / y9 k6- Grandfathered: ❑Yes• ❑ No If yes, attach supporting documentation. Dwelling Type: Single FamilY 4.' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Cklo On Old King's Highway: ❑Yes l0lo 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: ❑ems ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn:'El.existing © ne WE-: size_ Attached garage: ❑ existing U new size _Shed: ❑ existing ❑ new size _ Other: o 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 469o+� 11PA r- 7'��9✓�f Telephone Number 5,D5 Address 2S9 IV✓, Y AWi5:7 License # 73 b Home Improvement Contractor# Z 3 Worker's Compensation # 4l7Z97-5 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO s SIGNATURE DATE FOR OFFICIAL USE ONLY - APPLICATION# DATE ISSUED MAP/PARCEL NO. r i ADDRESS VILLAGE OWNER DATE OF INSPECTION: ` FOUNDATION dZw� t PC�Pc=cam `'lZ�y = - C FRAME INSULATION �, Z) rL O FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL _,GAS: ROUGH FINAL FINAL BUILDING a DATE CLOSED OUT_i ASSOCIATION PLAN-NO. Feb. 16. 2010:):11 . 15A0084301115 PINE HARBOR No. 9525 P. 2` 02/02 TO-Wa of 13 fiva, 4 f °x Regulatoty,Serlees ` -ham F G s 61t.r,Direal or nr�°'�� .. Buzldzng 73x'v7�5ic��e .. ' �ozss Jerzy,RKtildis�g Cat�ot�er , ' ' 260 Mab Strxt Hyannis,t 02601 www,tow i .barnstabfe.'.a.us Office: S08.862-4038 H� � x; 508-79Q-E Properly CxTACr, mt Ctlxpl�tc axic'< Saga is stc4oa If Us' A ux er E�ezeb�autbonrx �/'t✓� /�.' P to act ou bed, is all.=t`,e15 relative to WDIk authotLtd by t his P=Mk aPpkcatioalo.x- (Address o ,fob • 1j �- t5 2Df� zttuc o Ogfmcz f Piro E ar is app1*9 for p e - ,'t please complete e the Xlomeow,en License Exemptt on.-FOx'�71 on' e vez e sx C. Boar o : �iig e ulaon�anan g One Ashburton Place Room 1301 Boston, Massachu:s,etts 02108 Construction rvrsor. License _ Massachusetts- Department of Public Safety Board of Buildinl- Re!-ulations and Standards r Construction Supervisor License r License: CS 73865 JAMES R MCGRATH - ; Restricted to: 1G 204 CRANVIEW RD BREWSTER, MA 02631 � JAMES R MCGRATH 204 CRANVIEW RD o'o�! BREWSTER, MA 02631 )PS-CA1 a 50M-07/07-PC8490 Expiration: 3/14/2012 Commissioner Tr#: 19385 .Board of Building Regula ions and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration y` Registration: 132935 Type: Private Corporation Expiration: 10/31/2010 Tr# .275309 MCGRATH POST & BEAM CO. JAMES MCGRATH 259 QUEEN ANNE RD. HARWICH, MA 02645 Update Address and return card.Mark reason for change. Address Renewal _7 Employment Lost Card Lj DPS-CAI 0 5OM-05106-PC8490 ,per ✓/� f�'an�no ��.! �✓Lfa�«.���ta �\ Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards Registration: 132935 One Ashburton Place Rm 1301 Ezpil�a.tion:. -10/31/2010 Tr# 275309 Boston,Ma.02108 hype: I?rivate Corporation MCGRATH POST',.BEAnL_C:O, JAMES McGRAfi+i 259 QUEEN ANNE•RD._.- HARWICH,MA 02645' Administrator N. t valid without signature 7 \ 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/lClectricians/Plumbers Applicant Information Please Print Le_Zibly Name (Business/Organization/Individual): 94-nr. l�},rodt 1e-+� Address: 25aLuezn and I f aj City/State/Zip: Phone 4.- - y - 2800 Are lop an employer? Check the appropriate box: Type of project(required): 1.[> 1 am a employer with 2— 4. ❑ I am a general contractor and I employees(full and/or part-time). have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.t 9. ❑ Building addition required.] 5. ❑ We area corporation and its 10.0 Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself ' right of exemption per MGL Y [No workers comp. 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No-workers' 13.0 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 out contractors must submit a new affidavit indicating such. IContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for any employees. Below is the policy and job site information. AInsurance Company Name: ►7 l Policy #or Self-ins. Lic.#: Lo e. 1Q4 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 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. t a Ype information provided above is true and correct. I do hereby cer ify finder 1/re pa s and penaltie of perjur ih Si nature: Date: Phone#: .568 "I 50— 2-8 Official use only. Do not write in this area, to be completed by city or town of kcal 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#: I � 'RTIFICATE OF LIABILITY INSURANCE07tDR THIS CERTIFICATE IS ISSUED AS A MATTER OF INFOR j Gray Ins. So. Dennis ONLY AND CONFERS NO RIGHTS UPON THE CERTIFIC HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTE -,,,.+Route 134 ALTER THE COVERAGE AFFORDED BY THE POLICIES p, p- Box 1601 South Dennis, MA 02660-1601 INSURERS AFFORDING COVERAGE NAIC#. INSURED INSURER A: Travelers Prop. Casualty Co. of Amer McGrath Post&Beam Corp INSURER B: ACE Property&Casualty Ins. Co. dba Pine Harbor Wood Products I INSURER C: 259.Queen Anne Rd INSURER D: Harwich, MA 02645 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES'.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN SR DD' POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MMIDD/YY A GENERAL LIABILITY 16600368B196IND09 01/31109 01/31/10 EACH OCCURRENCE $1 000 OOO DAMAGE T ERENTED $1 OO OOO X COMMERCIAL GENERAL LIABILITY. PREMISES CLAIMS MADE a OCCUR MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1 000 OOO GENERAL AGGREGATE' $2 OOO OOO PRODUCTS-COMP/OP AGG s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY JE LOC A AUTOMOBILE LIABILITY BA4487B68609SEL 01/31/09 01/31/10 COMBINED SINGLE LIMIT $1,000,000 (Ea accident) ANY AUTO ALL OWNED AUTOS BODILY INJURY $ (Per person) X SCHEDULEDAUTOS X HIRED AUTOS BODILY INJURY $ (Per accident) X NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident) AUTO ONLY-EA ACCIDENT $ GARAGE LIABILITY EA ANY AUTO OTHER THAN ACC $ AUTO ONLY: AGG $ EACH OCCURRENCE $ EXCESSIUMBRELLA LIABILITY AGGREGATE $ OCCUR CLAIMS MADE $ DEDUCTIBLE RETENTION $ WC STATU- OTH- B WORKERS COMPENSATION AND C45779944 07/08/09 07/08/10 X EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $100,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.DISEASE-E4 EMPLOYEE $100,000 OFFICER/MEMBER EXCLUDED? If yes,describe under E.L.DISEASE-POLICY LIMIT $500,000 SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL in DAYS WRITTEN 2OO Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO.OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Hyannis, MA 02601 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE r ACORD 25(2001108) 1 of 2 #S44991/M44815 MEE © ACORD CORPORATION 1988 r AWC ;bide to Wood Construction in High. Wind Arens: I1Q niph Wind Zone Massachusetts Checklist for Compfiance (780 CMR 5301.2:1.1)' `Q Check 1.1 SCOPE Compliance WindSpeed (3-sec. gust) ................................................................. .................................................110 mph Wind Exposure Category.................................................................. ...........: 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) _ stories <_2 stories RoofPitch .............................................................. ............ (Fig 2) ........................................... t7 <_ 12:12 —T • MeanRoof Height ..............................................................(Fig 2)............................................ ft <_33' BuildingWidth,W...............................................................(Fig 3)................................................ ft 5 80' BuildingLength, L ................ . ...........................................(Fig 3)................................................. O ft 5 80' Building Aspect Ratio (LIW) ...................... ........................(Fig 4)................................................. 5 3:1 ✓ Nominal Height of Tallest Openin92 ...................................(Fig 4)................................................ �<6,8„ 1.3 FRAMING CONNECTIONS �ee*�� c- -rt€�h1���� General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ✓ ConcreteMasonry ................................................................... ........................................ 2.2 ANCHORAGE TO FOUNDATION" 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(Table 4).............................:................. ��in. Bolt Spacing from end/joint of plate ............................(Fig 5)..................................... in.<_6"-12" Bolt Embedment—concrete ......................................:.(Fig 5)........... ......................................�in.>_7" ✓ Bolt Embedment—masonry......................................:...(Fig 5)............................................ in. >_ 15" PlateWasher..................,............................................(Fig 5)...............................................>_ g„x 3„ " 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)........................ ........ Maximum Floor Opening Dimension...................................(Fig 6).................................................. ft< 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.......:........(Fig 7)....................................................WA-ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft < d Floor.Bracing at Endwalls..................................:............:...(Fig 9)............ . 9 Type ......................... ......5 Floor Sheathing e ...................... ..... ..................................(per 780 CMR Chapter 55)...............4�...P............ Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening..................................................(Table 2)...TS d nails at_(Lin edge/12,�in field z 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft <_ 10' ✓ Non Loadbearing walls................................................(Fig 10 and Table 5)........................... ft <20' Wall Stud Spacing ...............................................:........(Fig 10 and Table 5)................... in. _<24"o.c. Wall Story Offsets ........................................................ 7 & 8 (Figs ) ...........................................eft sd 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls........................................................(Table 5)..............................2x__�J-J_ft b in. ✓ Non-Loadbearing walls.................................................(Table 5)..............................2x-!4-- ft_,0 in. _ Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)................................................. ................ WSP Attic Floor Length...............................................(Fig 11).............................................. d ft>_W/3 Gypsum Ceiling Length (if WSP not used) ..................(Fig 11)....:....................................... ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)............................... ........................ or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays _,L Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).....................................�ft Splice Connection (no.of 16d common nails (Table 6).......................................................... i AJVC Guide to Wood Construction in High Find Areas: 110 niph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301'.2.1.1)' Loadbearing Wall Connections Lateral (no. of 16d common nails) ...............................(Tables 7)......................................................� ✓ Non-Loadbearing Wall Connections Lateral (no. of 16d common nails) ...............................(Table 8)........................................................� Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..................................__5_ft in. 5 11' ✓ SillPlate Spans ........................................................(fable 9)..................................._�_ft in. <_ 11' Full Height Studs (no. of studs).................... ..............(Table 9).......................:................................ - Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9):................................. ft a in. <_ 12' Sill Plate Spans...........................................................(Table 9):................................. ft J� in. <_ 12" Full Height Studs (no. of studs)....................................(Table 9).................................... ................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Openingz ...............................................................................�a<g 8" SheathingType.............................................(note 4)...................................................... W 6 Edge Nail Spacing.........................................(Table 10 or note 4 if less) ....................... it in. Field Nail Spacing .........................................(Table 10)................................................. in. Shear Connection no. of 16d common nails) )(Table 10)........................................................_31"r —� Percent Full-Height Sheathing.......................(Table 10)...................................................` % 5%Additional Sheathing for Wall with Opening> 6'8" (Design Concepts)...............r5& Maximum Building Dimension, L Nominal Height of Tallest Opening2....:.................... f:5 Sheathing Type.............................................(note 4)...................................................... �Vz,10 ✓ Edge Nail Spacing.........................................(Table 11 or note 4 if less).......................--/"'-in. .� Field Nail Spacing ...................................:.....(Table 11)................................................. in. Shear Connection (no. of 16d common nails)(Table 11)........................................................ > Percent Full-Height Sheathing.......................(fable 11)....................................................;�'o % _.Z 5%Additional Sheathing for Wall with Opening> 6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................................................. ................................................................. 5.1 ROOFS Roof framing member spans checked?...............:.......(For Rafters use AWC Span.Tool, see BBRS Website) 1.11'" Roof Overhang ...................................................(Figure 19) ............. r<_ smaller of 2' or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= plf Lateral..............................................(Table 12).............................................L= plf Shear..............................................(Table 12).............................................S= plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13) ...............................T= plf Gable Rake Outlooker.........................................(Figure 20)............. ,-, ft<_smaller of 2' or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= 17 lb. V Lateral (no. of 16d common nails)...(Table 14).......................................L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 ar� 59) ..........a%f/;r� Roof SheathingThickness........................................... .............................................. m. _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 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. A PVC Guide to Wood ConstrtrCtlon In ffigh Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Ca pl>iance (780 CMR 5301.2.1.1)' 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 at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -WHEN THIS EDGE RESTS ON FRAMING(15E W NAiLS AT 6^o.c. 11 11 tl 1, II 1 11 II 1 1.1 II 11 II 11 II 11 11 11 II 11 II 11 11 11 r 11[[ p't 11 11 it Il 1 11 ;I I Il ll II Q I ;I m 11 Q 11 I 1 W 11 li I Z . n it Q y 1 Ir 1 ' r w it 11 I a 11 II O w '.I 11 J w 1 1 I ;I I r I I lt) I a U �•r � - II IJ i 1 11 1 11 II �J 11 11 ll 1 -J1 _ Ili l DOU13LE EDGE —__ NAILSPACM 11 t PANEL .� 1 Y� See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment APATECHNICAL TOPICS ' Form No.TT-100C Page 1 of 3 November 2008 A PORTAL FRAME WITH HOLD DOWNS FOR ENGINEERED APPLICATIONS Engineered Design Use While the APA portal-frame design, as shown in Figure 1, was envisioned primarily for use as bracing in conventional light-frame construction, it can also be used in engineered applications. The portal frame is not actually a narrow shear wall because it transfers shear by means of a semi-rigid, moment-resisting frame. The extended header is integral in the function of the portal frame, thus, the effective frame width is more than just the wall segment, but includes the header length that extends beyond the wall segment. For this shear transfer mechanism, the wall aspect ratio requirements of the code do not technically apply to the wall segment of the APA portal frame. Monotonic and cyclic testing has been conducted on the APA portal-frame design (APA, 2002 and 2003). Recommended design values for engineered use of the portal frames are provided in Table 1. Design values are derived from the cyclic test data using a rational procedure that considers both strength and stiffness. The design value derivation procedure ensures that the code (IBC) drift limit and an adequate safety factor are maintained. For seismic design, APA recommends using the Design Coefficients and Factors for light-frame walls with shear panels—wood structural panels. Since design values are based on testing conducted with the portal frame attached to a rigid test frame using embedded strap-type hold downs, design values should be limited to portal frames constructed on similar rigid base foundations, such as a concrete foundation, stem wall or slab, and which use a similar embedded strap-type hold down. References J APA, 2003, Cyclic Evaluation of APA Sturd-I-Frame®for Engineered Design;APA Report T2002-46, APA—The Engineered Wood Association, Tacoma, WA APA, 2003, Cyclic Evaluation of APA Sturd-l-Frame®with 10-ft Height and Lumber Header, APA Report T2003-11, APA—The Engineered Wood Association, Tacoma, WA APA, 2003, Cyclic Evaluation of APA Sturd-l-Frame®as Wall Bracing, APA Report T2002-70, APA—The Engineered Wood Association, Tacoma, WA REPRESENTING THE ENGINEERED WOOD INDUSTRY 7011 South 19th Street•Tacoma,Washington 98466-5333•Phone:(253)565.6600•Fax:(253)565-7265 ©2008 APA—The Engineered Wood Association Form No.TT-100C Page 2 of 3 November 2008 j Table 1. Recommended allowable design values for APA portal frame used on a rigid base foundation for wind or seismic loadinga,b,c,d ASD Allowable Design Values Minimum Maximum Ultimate Load per Frame Segment Load Width Height (pounds) Shear Deflection Factor (inches) (feet) (pounds) (inch) 16 8 2,780 1,000 0.32 2.8 10 2,180 600 0.40 3.6 24 8 4,720 1,700 0.32 2.8 i 10 3,630 1,000 0.34 3.6 a Design values are based on use of Douglas-fir or southern pine framing. For other species of framing,use the specific gravity adjustment factor=[1-(0.5-SG)],where SG=specific gravity of the actual framing. This adjustment shall not be greater than 1. (b)For construction as shown in Figure 1. (`)Values are for a single portal frame. For multiple portal frames,allowable design values can be multiplied by number of frames(e.g.,two=2x,three=3x,etc.). (d)Interpolation of design values for heights between 8 and 10 feet is permitted. Technical Services Division Disclaimer The information contained herein is based on APA—The Engineered Wood Association's continuing programs of laboratory testing,product research,and comprehensive field experience. Neither APA,nor its members make any warranty,expressed or implied,or assume any legal liability or responsibility for the use,application of,and/or reference to opinions,findings,conclusions,or recommendations included in this publication. Consult your local jurisdiction or design professional to assure compliance with code,construction,and performance requirements. Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used,it cannot accept responsibility of product performance or designs as actually constructed. ©2008 APA—The Engineered Wood Association Form No.TT-100C Page 3 of 3 November 2008 Figure 1. Construction details for APA portal-frame design with hold downs _ EXTENT OF HEADER �I SHEATHING FILLER SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) / '— A IF NEEDED S 1, MIN.3'X 11.2 NET HEADER ...........: # I I_......................_.I I, �� ..-........_,:. it I f TYPICAL PORTAL ' I ' 16D 1000 LB !i FASTEN TOP PLATE TO HEADER WITH TWO 1000 LB — i HEADER FRAME Imo: I SINKERS a ROWS OF 16D SINKER NAILS AT 3"O.C.TYP. STRAP(REF. E' ; STRAP CONSTRUCTION I• I :;� 2ROWS@ 1000 LB STRAP OPPOSITE SHEATHING NO.LSTA24) 3"O.C. (REF.NO. I I• i :!? LSTA24) FASTEN SHEATHING TO HEADER WITH 8D COMMON OR FOR A PANEL EE ii GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN AND SPLICE(IF ! I �• NEEDED),PANEL f I -✓ MIN.2X4 MAX ; ; 3"O.C.IN ALL FRAMING(STUDS,BLOCKING.AND SILLS)TYP. EDGES SHALL ; FRAMING HEIGHT I OCCUR OVER AND 10' TYP. FOR BRACING:MIN.WIDTH=16"FOR ONE STORY I j• ! BE NAILED TO /�' MIN.WIDTH=24"FOR USE IN THE FIRST OF TWO I STORIES.FOR ENGINEERED USE SEE TABLE 1. COMMON BLOCK- t P ING AND OCCUR •; ;,,; 4200 LB WITHIN MIDDLE 24" !..� TIE MIN.(2)2X4 OF WALL HEIGHT. MIN. 2 2X4 DOWN ( ) ONE ROW OF 3" ..1 ..� 3/8"MIN.THICKNESS WOOD O.C:NAILING IS DEVICE STRUCTURAL PANEL SHEATHING REQUIRED IN EACH I (REF.NO. MIN.4200 LB STRAP TYPE TIE-DOWN DEVICE(EMBEDDED PANEL EDGE. STHD14) INTO CONCRETE AND NAILED INTO FRAMING).INSTALLED ?' PER MANUFACTURER.(REF.NO.STHD14.) MIN.1000 LB ! , - TIE DOWN f MIN.2"X2"13/16"PLATE WASHER DEVICE(REF. T 1( t k ,—a NO.STHD8) a'lI EMI z ;i, ONE 5/8"DIA.ANCHOR BOLT WITH 7"MIN.EMBEDMENT v� 1 UA FOUNDATIONPER CODE 4 — A SECTION A-A FRONT ELEVATION SIDE ELEVATION ©2008 APA—The Engineered Wood Association f51 IAlaro ., INE,� TOWN OF BARNSTABLE 96ilding Application Ref: 201000828 BARNSTABLE, Issue Date: 03/09/10 zW Permit 9 MASS �ArFC 3�A� Applicant: PINE HARBOR BLDG.CO.INC. Permit Number: B 20100380 Preposed Use: SINGLE FAMILY HOME Expiration Date: 09/06/10 Location 125 SEAPUIT ROAD Zoning District SPLTPermit Type: GARAGE DETACHED RESIDENTIAL Map Parcel 118121001 Permit Fee$ 153.00 Contractor PINE HARBOR BLDG.CO.INC. Village OSTERVILLE App Fee$ 100.00 License Num 073865 Est Construction Cost$ Remarks gpBUILDING OVED PLANS MUST BE RETAINED ON JOB AND 24'X24'GARAGE WITH STORAGE ABOVE CARD MUST BE KEPT POSTED UNTIL FINAL CTION HAS BEEN MADE. WHERE A IFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BOTELLO, PAUL R aL BARBARA SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1020 IYANOUGH ROAD INSPECTION HAS BEEN MADE. HYANNIS, MA 02601 Application Entered by: JL Building Permit Issued By: 2 THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR AN PART THER H TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CO E,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.I42A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health i 29 1 6 SEAPv� 2„ E 19g g0 S s3 LOT 4 64889.2 SQ. FT. 1 .49 ACRES cn 0 ............................ rn 125 .................. 0 .............. LOT 5 's O 16.5ft SHED 1 .sft � 5 82°21 51 W 171 .00 P2c, 5PLx-r Z©�� FLOOD ZONE C FO UNDA TION CERTIFICA TION RES ZONE.• RC TOWN OSTERVILLE SCALE 1"=50' PLREP 15055G ELEV N/A SETBACKS: 20'-10'-10' THE FOUNDATION IS SHOWN ON THE PLA �A��•aa� AS IT EXISTS ON THE GROUND. ���t�t o 4,x.5, �� YANKEE LAND cyG°vim SURVEY CO. ' INC ® STEPHEN q o 10, D&LE 40 INDUSTRY ROAD MARSTONS MILLS, MA 02648 TEL• 508-428-0055 FAX 508-420-5553 e JOB o 4 - l a DATE: 0412812010 NUMBER 54624 0 1�1�D 'o A� - P , 1gg.90 S 6 SEA 7a 16'42" E N I LOT 4 64889.2 SQ. FT. 1 .49 ACRES L O Ul 0. ,,,,,,,, ,,,,,,,,,,,,,,,,,,, #125:555;55........ N. O LA ,,,,,, � O I LOT 5 16.5ft SHED �1 .6ft � S 27, LOOD ZONE C FOUNDATION CERTIFICATION RES ZONE RC TOWN OSTER0MLE SCALE 1 50' PLREF` 15055G ELEV.• N/A SETBACKS- 20'-10'-10' XXAA© THE FOUNDATION IS SHOWN ON THE P qq YANK��' LAND AS 1T EXISTS ON THE GROUND ® ���5'�0�1•.��g t S � ` s°tiG� ' `�` SURVEY CO. , INC. STEPHEN v oonE N 40 INDUSTRY ROAD =37 ® MARSTONS MILLS, MA 02648 \0� e o TM 508-428-0055 FAX 508-420-5553 0 ®p41VD ®® v JOB 0 �Z`t �l� LDATE.'0412812010 NUJMER 54624 I W ' o Town of Barnstable d Building Department - 200 Main Street SABLE. # Hyannis, MA 02601 MASS 9�A 1639- . (508) 862-4038 rFOMA�A Certificate of Occupancy Application Number: 200901958 CO Number: 20080459 Parcel ID: 118121001 CO Issue Date: 12115/09 Location: 125 SEAPUIT ROAD Zoning Classification: SPLIT ZONING Proposed Use: SINGLE FAMILY HOME Village: OSTERVILLE Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed 4 �o�tHEtpk� TOWN OF BARNSTABLE Building s Application Ref: 200901958 BARNSTASLE, Issue Date: 06/05/09 Permit y MASS. �Ar 1639• a�� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20090931 FO MA'I Proposed Use: SINGLE FAMILY HOME Expiration Date: 12/03/09 Location 125 SEAPUIT ROAD Zoning'.-'strict SPLTPermit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 118121001 Permit Fee$ j,228.30 Contractor BAYSIDE BUILDING,INC Village OSTERVILLE App Fee$ 100.00 License Num 005645 Est Construction Cost$ 633,000 i Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 4 BEDROOM 3 FULL &3 1/2 BATH CAPE WITH THIS CARD MUST BE KEPT POSTED UNTIL FINAL i ATTACHED 3 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: JEAN, JACQUELINE R TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 192 INSPECTION HAS BEEN MADE. OSTERVILLE, MA 02655 Application Entered by: JL Building Permit Issued By: bo THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR AN ART THE 0 T •R TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING COD ,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1. FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT IfVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 5. FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). POST THIS CARD SO THAT IS VISIBLE'FROM THE STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELfECTRICAL INSPECTION APPROVALS 1 1 co 3 1 Heating In pec to Approv Engineering Dept v2-p[oc( e - � fw F' ep 2 Board ot'HealtjoO L_:rl ,. M ���♦��� • j t I�-� ��� J ` ' �^\ . i � � �1� i �� S �� ��L � � � - . � � 2 . _. TOWN OF BARNSTABLE i �t�'�ti . �:Bu��dtng Application Ref: 201000093 . Permit.BARNSTABIX Issue Date: 01/19/10 MASS. 9� 1679• �� Applicant: PINE HARBOR BLDG.CO.INC. ArFO�.I s pp Permit Number: B 20100072 Proposed Use: SINGLE FAMILY HOME Expiration Date: 07/19/10 Location 125 SEAPUIT ROAD Zoning District SPLTPermit Type: SHEDS> 120 SQ FT Map Parcel 118121001 Permit Fee$ 35.00 Contractor PINE HARBOR BLDG.CO.INC. Village OSTERVILLE App Fee$ 50.00 License Num 073865 Est Construction Cost$ 6,500 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 12X20 STORAGE SHED ON SONO TUBE FITTING THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BOTELLO, PAUL R 8r BARBARA BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1020 IYANOUGH ROAD INSPECTION HAS BEEN MADE. HYANNIS, MA 02601 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR A PART THE E E MPORARILY.OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CO E, _UST BE APPROVED BY THE JURISDICTION. STREET OR ALLY.GRADES AS WELL AS DEPTH AND.LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT.FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS... MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). o a e 4 0 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health i 0 o r z 0 3 a) o C Z rmp cn CL TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map fir/ ✓ Parcel /�`'f ^G� ' Application #o�Gr Health-bivision - Date Issued l Conservation:Division : Application Fee �SU 15 3 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address o1r Se1412,t Ad Village (7S te Owner 1-Ad: L'Art-e-r Address 04-Se�,a 00" -t 4 l pst�nr.`Gt L Telephone SOY'-737. -9oS-X- Permit Request Lam+st.-c-r C-, / X o Sirc- ,c Sly I cn S®Hd 114 M hodt_�k5ts Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation �i��OD,� Construction Type -c Lot Size Grandfathered: ❑Yes R No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes W�No On Old King's Highway: ❑Yes 4No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑ Other v Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existingnew --ti — R o 21 Total Room Count (not including baths): existing new First Floor Room Count_ Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes WLNo Fireplaces: Existing New Existing wood/cIal stove: ❑Y s 1�No � tin Detached garage: ❑ existing ❑ new size_Pool: ❑ existing Ell new size _ Barn: D exi'sting ❑anew -size_ Attached garage: ❑existing Ellnew size _Shed: ❑ existing tkrnew size Other: "' rrn Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ] No If yes, site plan review# Current Use Proposed Use 5r�Ag,cnl APPLICANT INFORMATION (BUILDER OR HOMEOWNER) / �,� `'Name 4 a e Ware Telephone,Number t "'�°'y " Address ;i" 6fo ez4. et4 n-e- 4,9 License # 71 � #A(_w /k/4 6)-d t1X'_ Home Improvement Contractor Worker's Compensation # (A) G e q-r'7 11 W ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO OYe_ A SIGNATURE DATE 117JID } y r FOR OFFICIAL USE ONLY APPLICATION# ` y DATE ISSUED .,MAP/PARCEL NO. Ep ADDRESS VILLAGE " OWNER DATE OF INSPECTION: ,. FOUNDATION Salvos oK / ZV'o 114, FRAME , INSULATION FIREPLACE c - ELECTRICAL: ROUGH FINAL ; t PLUMBING: ROUGH ! FINAL GAS: ROUGH FINAL FINAL BUILDING ' DATE CL•OSED;OUT f 1_J, . ASSOCIATION PLAN NO. r 07/10/2009 10:16 5084301115 PINE HARBOR PAGE 01/01 ' �• �. •' 27ce•Epnur�onweulth aflldussacliustietts • ' • DepMftent of r dUstriQl. ¢ccide�ts ,. Office,of Zixvestigaiions. •60t7 Washfitgtots Street Boston,MA 02711 ' • _ • • •»�•vw.rr:assgbv/dia •; ' • Workers'•Coo nsation Tnsurante Affidavit:Builders/Coat#'aetors/Electricians/Plumb •rs. .A- lYca,nt xlif�rma'titix� ! • le��e�rint):,e 1 . .Name($usicwdorgsnizatiowIndividual): A ddzeSs: ad Citylstattelzip: Dzd�i Phone:# Axe you an-entplayi;r?Checkthe appropriate box: +peof project(r�qui ed): f.[ I am a employer with'; . 4.''Q,l am a gt c44 contactor and V �. cuiployees(full and/or part-time). have Ltd the sub-contractors iWi4cvt constiuehon sd-1*proprietor 6rpartnar- listed on tlie.attached shelf. 7- (D Rctnodelirig shipand lsayh too to cos Thcse sub-contractors have i S. 0 Aemou wo> ag far!oo i y capon1k,y. ernpioycos and bane woz et' tiori [No:wotkt:rs,comp.Durance comp.instaancc t 9. (� uiidiitg addition.. required 1 $.❑ We arc a corporatipn audits. i0 0 Elcctricalrepairs or a ditians 3.(].1 am a ho=ovMer doing all work bMccrs•have exerciScd Weir t I.�PIttmbing repairs or a 'lions' xnyse o�urorkcrs' tight of exemption per MGL i inrruance required.]t -c, §I(4),and we have,no ! 12.©Roof iepailz �.•. - crnpIoy=.(No weirkers' .:..•. comp.insurance requirod.3. ;Any npplicaai4dudchecla box,91 ssius6 also fillout tt a seetiogbelow showing their lrorkets'comyertsa on paGi y irfloraniioa. l�ouseowpCd vW submit iltis.affidavit ind"6ng 4ey lrs doingall wgrkand Oft hire'MWde con, rs must stiibni;t a oew of iAwit indicating 'tCAntraetom t%it chak thit box rnudt attaches an additional sleet showing the name of the suP-contrli: p aM sula,wholer•of aol those tbti6es ha envloytcs. 11 the sub-wntracton hive employees theyv4tpmo dt ihcir w6rken'cb�p.yoKey.nomlier. , I am am empfoyer that is providing workers'eompexs�rtiorc insurance for>xy enrpdoy�ex•Below is•the poli4Y axd job •inforrrtat{qlr, IUsuraach CoznpaAY Name• Acp.�-,-,U-15D-4- Policy#or Self-ins.tic-#_ _� 'T � �'/ )Wratiox bate• Job site Address: '' citylSta�dzip: . Attzchz copy of the etrorkers'campensationpouoy declaration page(showing the policy number:-and expiration ate)•° Failure to secaue coverage,as required updei SCc on 25A of MGL c. 152 cam•144 the imposition of criminal penalbi oft Erne,ii"p td,3; "Yeb.00 and/or one-y--car iurprisomnent as well A's civil peualtics in 1he'!fonn of a.S'FOP WOR$OiWERiu d a floc of up io 5250.00-a'day against.tbs violator. Be advised that a ea staterneni may bb forwarded to the pfEce of. Imesti ations of the DIA for insurance covesa a vedficatio , i 140 hereby ce i under the,ptr its and pe al es of f1 J hoe th Y c 'on'provided above is trk¢and carretf. Si nature• Daie: Phone#: Offc e snly. Do no[write in(his ar¢a,ro a comp r town o tf-4 City et`'Pbivtt: _ Permit/License# Issuinf- uthority(circle ono): 1.Board of Realth 2.I3siflding Department 3.Cityrrovn Cleric 4.ilectrigal lnspector•-S:'Plambin'g lnspecto 6-Otitcr Contact Person: Phone p: Date: 1/11/2010 Time: 10:39 AM To: 9,15087717070 Rogers & Gray Ins. Page: 001 Client#:20245 MCGRPOS ACORD,. CERTIFICATE OF LIABILITY INSURANCE 0D1111110 DIYYYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Rogers&Gray Ins.-So.Dennis ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 434 Route 134 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O.Box 1601 South Dennis,MA 02660-1601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Travelers Prop.Casualty Co.of Amer McGrath Post&Beam Corp INSURER B: ACE Property&Casualty Ins.Co. dba Pine Harbor Wood Products 259 Queen Anne Rd INSURER C: INSURER D: Harwich,MA 02645 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE(MM/PDIYYI DATE IMM/DDIYYILIMITS A GENERAL LIABILITY 16600368B196IND09 01/31/09 01/31/10 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY 01/31/10 01/31/11 DAMAGE TO RENTED $1 OO 000 CLAIMS MADE F_X�OCCUR MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1 OOO O00 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 X1 POLICY P C LOC A AUTOMOBILE LIABILITY BA4487B68609SEL 01/31/09 01/31/10 COMBINED SINGLE LIMIT $1,000,000 ANY AUTO 01/31/10 01/31/11 (Ea accident) ALL OWNED AUTOS BODILY INJURY $ X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION AND C45779944 07/08/09 07108/10 X WC sTATU- OTH- EPA PLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $1 OO 000 OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1 OO 000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500 000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Project location: jack Carter 125 Seapuit Rd.,Osterville,MA CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1 Q_ DAYS WRITTEN 200 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR IREPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #S48381/M44815 DMW 0 ACORD CORPORATION 1988 I 06/25/„2009 1 5:23 5084301115y PINE HARBOR PAGE 01/01 g7 Boar o u� rin e . nd a ar ' . One Ash�i x`tori plad�'-.Rd. 1101. j3o1stQ i; 1V usetits 0116 j - 5. lso65 • frYdti�Ii: A'G� W Xp1l�ations 3!'f4121jl0' th 19647 JAMIE8 R,MCORATH � __.,.._.:._---._.. ....._.... ...: ... . ..... T 204-CRANVIEW RD REWSrtFR,'MA.02631 _�.. • . .._......'...._ Update Address andbb i-d cisrd.kark rexx'so for ehxage ( :1 Addrr ;r j Rehaa y t _; to$t Carrd DPS•Cm 8 SoM-o71o7-rCB480 ; - Board of Building Regulations and Standards One Ashburton Place - Room 1501 Boston, Mm#ghusetts 02108 Home Iiprover 4a VactQr to stratiom RggistraGAn: .132935 Type: Private Corporation Expiration: 10/31/2010 " Tr# 5309 -McGRATH POST & BEAM CO. f� - t; • JAMES McGRATH `b' �• '- •�a• f�'` �_ __._._..__ _ •---- ---- 259 OUEEN ANNE RD. -- HARWICH, MA 02645 ::` 1; _4---_.......___...— -- -• 'a;w ;` 'X* Update Ad ess and return card.lark reason ror change. 4 f_j Address I ❑ Renewal [7, Employment Trost Card DP8&CA1 0 SOM-0 05-PCe490 j Board of Building Regulad ns aad Standards License or registration valid�r individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. found return to: Re lati' ' 132935 Board.of Building Regulation and Standards 9 '�1 k' One Ashburton Place Rm 13q1, 0/311200 Tr* 275309 Boston,Wt.02108 date Corporation McGRATH PO 6+, JAMES WORAA :. d.LM- l 20 QUEEN AN N � �� HAfi'WICH,MA 26a�'"••- • Administrator — Not validwlthoutsinature 0 � i ' oFzµEro Town of Barnstable Regulatory Services EA'F¢NSWLE. . v Huss. �, Thomas F. Geiler,Director i3o i639. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A. Builder Z .J tAcAc. Cpof"Pir— , as Owner of the subject property hereby authorize P r?-e- i(l?d-hor to act on my behalf, in all.matters relative to work authorized by this building permit application for: (Address of Job) Signature of r D •e Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Town of Barnstable OF THE Tp " Regulatory Services t iwtuvsr�Bce Thomas F.Geiler, Director M . J Building Division `b ,t;,9. ,� g PTfD M�'�p Tom Perry,Building Cortunissioner .. 200 Main Street, Hyannis, MA 02601 www.town.barnsiable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HO)ItOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER • name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current.exemption for"homeowners"was extended to include owner-occupied dwelliggs of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as' supervisor. DEFAVTTION OF HOMEOWNER Person(s) who owns a parcel of land on'which he/she resides or intends to reside, on which there is,or is intended to- be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.L 1) ility for compliance with the State Building Code and other The undersigned"homeowner"assumes responsib applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will.comply with said procedures and requirements. Signature of Homeowner Approval of Building Official y Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 1o9.1.1-Licensing of constivction Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner.shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. in this case,our Board cannot proceed against the unlicensed person as it would Htith a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that Wshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. PINEOR Framing: WOOD PRODUCTS. g 2x4 Rafters @ 2' on center 326 Yarmouth Road • Hyannis,MA 02601 • 508-771-5607 • hyannisUpineharbor.com (2x6 for larger buildings) 259 Queen Anne Road • Harwich,MA 02645 • 508-430-2800 • info@pineharbor.com 1 X6 Gussets 800-368-SHED (7433) • www.pineharbor.com 2x4 Collar ties 1X6 GUSSETS (2x6 for larger buildings) 2X6 RAFTERS 4x4 Top plates (4x6 for larger buildings) 2X6 COLLAR TIES 4x5:Corner & Center posts. 2x4 Purlins 4X6 TOP PLATES 2x4 Door & Window frame - 4X4 ANGLE BRACES 4x4 Angle bracing 2x6 P.T Floor frame 4X5 CORNER POSTS 2x4 P.T Ledger board 2X4 PURLINS 5/8 Floor & Roof plywood 5/8 PLYWOOD 1 x 12 S 1 S Pine board siding Note: 2x6 P:T FLOOR FRAME Rafters fastened with simpson H2.5A clips 2X4 P.T LEDGER Or 3 timberlok screws 4X5 CENTER POSTS Beams fastened to posts using Simpson AC,ACE, or LCE post caps (depending on if the post 2X4 DOOR & WINDOW FRAME Is midspan or at end) installed in accordance with the Simpson C-2008 catalog �- Vertical posts to be connected to sono tubes using Simpson ST HD 8RJ straps installed in accordance wit] The simpson C-2008 catalog r All purling, angle braces, and other minor elements to Be connected to posts or beams using a minimum of 3 ����� Exp e Timberlok screws Pine Harbor sheds from 6x8 to 12x24 with roof pitches up to 12: 12 I `"E' ti Town of Barnstable BARNSTABLE.p• Regulatory Services _ 039. N0 Building Division prFD MAC A 200 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax:`---.508 790�6230 Inspection Correction Notice Type of Inspection �C Location permit Number ` Owner i Builder G elf'5'(A"Ic. One notice,f6femain on job site, one notice on file in Building Department. The 014?wi g-itemslneed correcting: -� LJ �L;r'�a 4-44� F A Please call: 508-862-4M for re-mspec "on. E � Inspected by Date PROJECT / NAME: ,I ADDRESS-/a6' � y PERMIT# a�T1 PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX SLOT �3 Data entered in MAPS program on: (,,2 10 Ag BY. q/wpfiles/archive I_ Page 1 of 22 Louisiana-Pacific Corporation/LP Solutions LP Job: Design 51 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AM Project:CARTER Job ID: Level:2nd Floor Deck Member ID: M11k Address: 125 SEAPUIT ROAD OSTERVILLE Company :CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 2ply 1-3/40-1/2 LP-LVL 2950Fb-2.OE Design Is Adequate Provide restraint at supports to ensure lateral stability. ***ATTACH THE TWO PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Results Summa Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 1114 959 2102 IJ3005(0.03) U2386(0.03) Allowable 4091 6428 13282 L/360(0.23) L/240(0.34) Indices 0.27 0.15 0.16 0.12 0.10 9.500 I, I, 3.500 7-2-12 Spans(ft-in-sx) Span 7-2-12 Bearings Min.Size(in) 2.75 4.38 Max.Reaction(lbs) 1114 1315 Max.Uplift(lbs) 0 0 Loads Start End Type LDF A Location* Live Dead Location* Live Dead Uniform( lf) 1.00 To 0-7-14 268.75 67.18 5-11-14 268.75 67.18 Uniform( lf) 1.00 To 6-4-3 297.29 74.33 7-2-12 297.29 74.33 Uniform( lf) 1.00 To 0-1-6 26.98 6.74 7-2-12 26.98 6.74 Weight( lf) 0.90 To 0-0-0 0.00 1 9.52 7-2-12 0.00 9.52 *(ft-in-sx) Floor Assembly: Sheathing: ,Attachment: Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �; �l �' Parcel loin 04/ A(p i"io' nc�?L: 6 . S� Health`Division Date Issued Conservation Division Application Fee �� Planning Dept. Permit Fee a�3• �� Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address /a5 SFfiPjU t-r !, Village Owner Address XX l Telephone S6 9 7 3 7' 1?6 SS Cg.-17; Permit Request70 2)Fib0 FX6,T/y6 IYOME 9d-D 301L6 RF-66 �1 � 3 f-uLL. �^ b P-)AT 01 Pf— W 17 H AA/ 1 T 1AC.t(-b 3 c 11P- fi211%F �y Square feet: 1 st floor: existing proposed Z4 2nd floor: existing proposed /35 a Total new 61d Zoning District 1�L� Flood Plain C Groundwater Overlay Coto Project Valuation 54. Construction Type IW F,1> Lot Size Pa Y q Ac/rS Grandfathered:- ❑Yes CK If yes, attach supporting documentation. Dwelling Type: Single Family Tir"' Two Family ❑ Multi-Family (# units) Age of Existing Structure MY Historic House: ❑Yes &- o On Old King's Highway: ❑Yes MNo Basement Type: YFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) p Number of Baths: Full: existing A1 A- new 3 Half: existing It LA new p Number of Bedrooms: Al existing _new Total Room Count (not including baths): existing new First Floor Room Count S Heat Type and Fuel: C9/Gas ❑Oil ❑ Electric ❑ Other dCentral Air: lames ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes O'No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing 13new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 3 No If yes, site plan review # I N Current Use 51416ZE 54MILY #0 �Proposed Use &VF,L.F Eig01.JL]_ WE5 o ¢ -, APPLICANT INFORMATION "—' > (BUILDER OR HOMEOWNER) v: Name 13A116/J� 90&1�/�J(;� i�UC. Telephone Number ��� �d L& M Ac Gress License # Home Improvement Contractor# i Worker's Compensation # W 073 Y01-1D ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO S4 WlCtf SIGNATURE ��i' DATE r FOR OFFICIAL USE ONLY W 1, AFIPLICATIONW I D, tr-�,ISSUED :. . i i. MAP/PARCEL N0. ADDRESS VILLAGE OWNER DATE OF INSPECTION: tir I FOUNDATION © ' 6/5-/d9 AK� FRAME �l3109 �! 65 o y <y oP I INSULATION /ills ��oY i. FIREPLACE ` ELECTRICAL: ROUGH FINAL PLUMBING:.. ROUGH FINAL ' GAS: ROUGH FINAL FINAL BUILDING 1) DATE CLOSED OUT ASSOCIATION PLAN,NO. ' i . Doc=1r110r877 04-09-2009 3:22 Ct f-0:188320 BARNSTABLE LAND COURT REGISTRY MASSACHUSETTS STATE EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 04-09-2009 8 03:22am Ct1r: 1537 Doc:: 1110977 Fee: $2r736.00 Cons: SE00roo0.00 QUITCLAIM DEED Ln We, PAUL R. BOTELLO and BARBARA BOTELLO, Husband and Wife, as Tenants by the Entirety, of Hyannis, Massachusetts, for consideration paid and in full consideration of EIGHT HUNDRED THOUSAND DOLLARS ($800,000.00) v Grant to Jack G. Carter, Jr., individually, of 1020 Iyannough Road, Hyannis, v Massachusetts,02601 Cn with quitclaim covenants I ro 0 the land together with the buildings and improvements thereon situated at 125 Seapuit Road, Barnstable (Osterville), Barnstable County, Massachusetts shown as Lot 4 on Land Court U) Plan 15055-G. N w Said premises are conveyed subject to the restrictions, agreements and reservations set forth ro in Document No. 157135,insofar as now in force and applicable. w Said premises are conveyed together with a right of way over a portion of Lot 5 as set forth in a deed registered as Document No. 313891, as modified by Document No. 990083. BARNSTABLE COUNTY EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 04-09-2009 0 03:22am CM: 1557 Doc': 1110877 Fee: $11824.00 Cons: 4•Sooro00.0i? r w For title reference, see Certificate of Title No. 187652, WITNESS our hands and seals this day of April,2009 "ee;k�z Paul R. Botello Barbara Botello COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. On this --f fh day of April, 2009, before me, the undersigned notary public, personally appeared PAUL R. BOTELLO, proved to me through satisfactory evidence of identification, to be the person whose name is signed on the preceding document, and acknowledged to me that he signed it voluntarily for its stated purpose. M coissio X ire ?�tary Public My L�or monwealth of Massa, K ':E`} My Commission Au ust 28,20 t0 oy tp� COMMONWEALTH OF MASSACHUSETTS ot, Barnstable,ss. '� On this -�O—k day of April, 2009, before me, the undersigned notary public, personally appeared BARBARA BOTELLO,proved to me through satisfactory evidence of identification, to be the person whose name is signed on the preceding document, and acknowledged to me that she signed it voluntarily for its stated purpose. —Notary—Public My commission expires: 3 U G,:"• KRISTYN J. EY. �: :;1 -to t ,C Notary Public ti ' o A. Commonwealth of Massactiu%t< !! My Commission Expir=: is Aujust 28,PCOSi . •`', BARNSTABLE REGISTRY OF DEEDS °F,t+e rok� Towle of Barnstable Regulatory Services � a qeKAM ` Thomas F.Geiler,Director �pTED 9. A Building Division _ Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862 4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder mz IFK the.subjectproperty._ ............. .: hereby authorize �,�4`fs lb �(� `ll�� !!� ,::... ... .:. .to`act onmy..behalf,. in all matters relative to work authoiized•by this building.pertwit-applicationtfor: (Address of Job) $' tute of Owner Date V \7-RCK CAP-ram Print Naive Centerville-4sterville-Marstons Mills Water Department P.O.BOX 369 - 1138 MAIN STREET OSTERVILLE,MASSACHUSETTS 026S-5 I-E OSr��c OFnCH OF = �� r BOARD OF WATER COMM1SS101 WATER A WATEP-SUPERINTENDENT3 DEPT. TEL.No.5C8-428-6691 FAX No.503428-3508 S>ar+S VIA FAX May 5,2009 Town of Barnstable Building Department 367 Main Street Hyannis, Ma 02601 Re: 125 Seapui.t Road, Osten-ille Dear Mr. Perry: Please find this letter as notice of termination of the eater ser-,ice at the pit to the above residence. The owner plans to rebuild and service will be restored at the appropriate time. Should you have any question please call. Sincerely, ,1� ` Herbert L. McSorley Assistant Superintendent HL1vZ/bf Cc: GCI mybrieibasebld edeptdemo Z'd Ida(] aajeM wwoo eLC:OI 60 90 Ae6N 7814418765 NSTAR SUM SW3161 08:45:20 a.m. 05-04-2009 212 NSTAR One NSTAR Way ELECTRIC Westwood,Massachusetts 02090 GA S May 4, 2009 Jack Carter John Bowes, Bayside Building 125 Seapuit Road Osterville, MA 02655 RE: 125 Seapuit Road, Osterville, Ma Dear Mr, Carter; At NSTAR, we're committed to delivering great service. This letter serves as confirmation that, as of April 28, 2009, the electric service to 125 Seapuit Road, Osterville, has been disconnected. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (781) 441-3341. Sincerely, Xinda Tavares New Customer Connects n at i o n a r i d Marie Bessette Field CoordinFAor April 28, 2009 John Bowes Bayside Building ].645 Falmouth Rd Centerville,MA 02632 Via Fax: 508-775,0155 RE: 125 Seapuit Rd Osterville,MA To Whom it May Concern: This is to verify there is no natural gas service to the above address. This was confirmed by a representative of National Grid. If you have any questions,please call me at(781)466-5066. Marie I Bessette Field Coordinator National Grid 52 Second Ave,Waftharn,MA 02451 T:781-466-5066 5 F:781-290-0441 ■ made.besse#te@us.ngdd.com ■ www_riationalgrid.com REScheck Software Version 4.2.1 Compliance Certificate Project Title: NEW CONSTRUCTION Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 0 deg.from North Conditioned Floor Area: 2692 ft2 Glazing Area Percentage: 14% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 125 SEAPUIT ROAD BAYSIDE BUILDING,INC. OSTERVILLE,MA Compliance:8.6%Better Than Code Gross Cavity Cont. Glazing, UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor TOTAL CEILINGS:Flat Ceiling or Scissor Truss 2692 30.0 1.0 92 FRONT WALL:Wood Frame,24"o.c. 1116 19.0 1.0 53 Orientation:Front FRONT WINDOWS:Wood Frame:Double Pane with Low-E 139 0.310 43 SHGC:0.31 Orientation:Front Door 1:Solid 21 0.280 6 Orientation:Front Door 2:Glass 36 0.310 11 SHGC:0.31 Orientation:Front REAR WALL:Wood Frame,24"o.c. 1370 19.0 1.0 62 Orientation:Back REAR WINDOWS:Wood Frame:Double Pane with Low-E 216 0.310 67 SHGC:0.31 Orientation:Back Door 3:Glass 84 0.310 26 SHGC:0.31 Orientation:Back RIGHT WALL:Wood Frame,24"o.c. 600 19.0 1.0 33 Orientation:Right Side RIGHT WINDOWS:Wood Frame:Double Pane with Low-E 34 0.310 11 SHGC:0.31 Orientation:Right Side LEFT WALL:Wood Frame,24"o.c. 800 19.0 1.0 44 Orientation:Left Side Window 4:Wood Frame-.Double Pane with Low-E 42 0.310 13 SHGC:0.31 Orientation:Left Side Floor 1:All-Wood Joist/fruss:Over Unconditioned Space 2692 19.0 0.0 127 Furnace 1:Forced Hot Air 93 AFUE Air Conditioner 1:Electric Central Air 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.2.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: NEW CONSTRUCTION Report date:05/04/09 Data filename:C:\Program Files\Check\REScheck\CARTER 125 SEAPUIT.rck Page 1 of 5 1 .- 1 !• :J Name-Title Signature Date Project Title: NEW CONSTRUCTION Report date:05/04/09 Data filename:C:\Program Files\Check\REScheck\CARTER 125 SEAPUIT.rck Page 2 of 5 4 d REScheck Software Version 4.2.1 Inspection Checklist Ceilings: ❑ TOTAL CEILINGS:Flat Ceiling or Scissor Truss,R-30.0 cavity+R-1.0 continuous insulation Comments: Above-Grade Walls: ❑ FRONT WALL:Wood Frame,24"o.c.,R-19.0 cavity+.R-1.0 continuous insulation Comments: ❑ REAR WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ RIGHT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ LEFT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: Windows: ❑ FRONT WINDOWS:Wood Frame:Double Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ REAR WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ RIGHT WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor.0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: ❑ Door 3:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Project Title: NEW CONSTRUCTION Report date: 05/04/09 Data filename:C:\Program Files\Check\REScheck\CARTER 125 SEAPUIT.rck' Page 3 of 5 i ,�44eating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.93 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are dearly marked on the building plans or specifications. El Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal dud crimping are included by an inspection for compliance.with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Mechanical Code. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to R-2. ❑ Circulating hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. Project Title: NEW CONSTRUCTION Report date:05/04/09 Data filename:C:\Program Files\Check\REScheck\CARTER 125 SEAPUIT.rck Page 4 of 5 I NaTF�TO FIELD:(Building Department Use Only) Project Title: NEW CONSTRUCTION Report date: 05/04/09 Data filename:C:\Program Files\Check\REScheck\CARTER 125 SEAPUIT.rck Page 5 of 5 2006 IECC Energy Efficiency Certificate Ceiling/Roof .31.00 Wall 20.00 Floor I Foundation 19.00 Ductwork(unconditioned spaces): Window 0.31 0.31 Door 0.31 0.31 _ 5 Forced Hot Air Furnace 93 AFUE k Electric Central Air Conditioner 13 SEER Water Heater: Name: Date: Comments: y V r Liber The Ohio Casualty Insurance Company ty Muttlals 9450 Seward Road,Fairfield,Ohio 45014 Bond# 5049418 BOND KNOW ALL MEN BY THESE PRESENTS: That we Bayside Building Company,Inc. P.O.Box 95 Centerville,MA 02632 (Full Name[top line]and Address[bottom line]of Principal) (hereinafter called the Principal) as Principal, and , The Ohio Casualty Insurance Company with principal offices at Hamilton, Ohio(hereinafter called the Surety)as Surety,are held and firmly bound unto Town of Barnstable 200 Main Street Hyannis,MA 02601 (Full Name[top line]and Address{bottom line]of Obligee) (hereinafter called the Obligee),in the penal sum of Eight Hundred Dollars&00/100 (Dollars)$ 800.00 for the payment of which well and truly to made, we do hereby bind ourselves, our heirs. executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has made or is about to make application to the Obligee for a License to Construct a single family home at 125 Seapuit Road Osterville,MA 02655. 200'frontage. for a term beginning on April 7,2009 _ and ending on* April 7,2010 (*strike out if license or permit is for an indefinite term) NOW,THEREFORE,if the Principal shall indemnify the Obligee against any loss directly arising by reason of failure of said Principal to comply with the laws or ordinances under which said license or permit is granted, or any lawful rules or regulations pertaining thereto, then this obligation shall be void;otherwise to remain in full force and effect. PROVIDED,HOWEVER,AND UPON THE FOLLOWING EXPRESS CONDITIONS: 1. This bond shall be and remain in full force during the term of said license or permit unless canceled in accordance with paragraph 2 below; but if said license or permit was issued for a specific term, and is renewed for one or more specific terms, this bond will be extended to cover such additional term(s) upon the execution by the Surety of a Continuation Certificate, provided such certificate is acceptable to the Obligee. In no event , however, shall the liability of the Surety be cumulative from year to year or from period to period,nor exceed the penal sum written in this first paragraph of this bond. 2. The Surety shall have the right to terminate its liability by notifying the Obligee in writing ten(10)days in advance of its intention to do so. SIGNED,SEALED AND DATED Bayside Building Co , n . By: Principal The Ohio Casualty Insurance Company By: Attorney-ifs-Fact-" S-3853 License or Permit Bond (Unnumbered) L I ♦ 1 Principal: Bayside Building Company,Inc. POWER OF ATTORNEY POA Number: 40-463 THE OHIO CASUALTY INSURANCE COMPANY Obligee: Town of Barnstable WEST AMERICAN INSURANCE COMPANY Bond Number: 5049418 Know All Men by These Presents:THE OHIO CASUALTY INSURANCE COMPANY,an Ohio Corporation,and WEST AMERICAN INSURANCE COMPANY,an Indiana Corporation pursuant to the authority granted by Article III,Section 9 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company and West American Insurance Company do hereby nominate,constitute and appoint: Mark McCartin,Robert W.Miller,Kelly C.Bolton or Martha A.Kenney of Hyannis,Massachusetts its true and lawful agent (s) and attorney (s)-in-fact, to make, execute, seal and deliver for and on its behalf as surety, and as its act and deed any and all BONDS, UNDERTAKINGS, and RECOGNIZANCES, not exceeding in any single instance ONE MILLION ($1,000,000.00) DOLLARS, excluding, however, any bond(s) or undertaking(s)guaranteeing the payment of notes and interest thereon. And the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the Companies at their administrative offices in Fairfield,Ohio,in their own proper persons. The authority granted hereunder supersedes any previous authority heretofore granted the above named attorney(s)-i n-fact. In WITNESS WHEREOF,the undersigned officer of the said The Ohio Casualty Insurance Company and West American Insurance Company has hereunto subscribed his name and affixed the Corporate Seal of each Company this 7th day of January,2008 PI'SY INS& PN INSUq q1 ^ gJ•, •.tic ��G,..-_- of �/IJ�( C7%W�LP/✓Vt.� `P. o; ,o a, o o; SEAL 'o q; SEAL y• a ;, ;? Sam Lawrence Assistant Secretary SY t t STATE OF OHIO, COUNTY OF BUTLER On this 7th day of January,2008 before the subscriber,a Notary Public of the State of Ohio, in and for the County of Butler,duly commissioned and qualified,came Sam Lawrence, Assistant Secretary of The Ohio Casualty Insurance Company and West American Insurance Company, to me personally known to be the individual and officer described in,and who executed the preceding instrument,and he acknowledged the execution of the same,and being by me duly sworn deposes and says that he is the officer of the Companies aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and the said Corporate Seals and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal at the City of Hamilton,State of Ohio,the day and year first above written. `ypiuunuq(� *' * Notary Public in and for County of Butler,State of Ohio My Commission expires August 5,2012 This power of attorney is granted under and by authority of Article III,Section 9 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company and West American Insurance Company,extracts from which read: Article III,Section 9. Appointment of Attorneys-in-Fact. The Chainnan of the Board,the President,any Vice-President,the Secretary or any Assistant Secretary of the corporation shall be and is hereby vested with full power and authority to appoint attorneys-in-fact for the purpose of signing the name of the corporation as surety to,and to execute,attach the seal of the corporation to,acknowledge and deliver any and all bonds,recognizances,stipulations,undertakings or other instruments of suretyship and policies of insurance to be given in favor of any individual,firm,corporation,partnership,limited liability company or other entity,or the official representative thereof,or to any county or state,or any official board or boards of any county or state,or the United States of America or any agency thereof,or to any other political subdivision thereof This instrument is signed and sealed as authorized by the following resolution adopted by the Boards of Directors of the Companies on October 21,2004: RESOLVED,That the signature of any officer of the Company authorized under Article III,Section 9 of its Code of Regulations and By-laws and the Company seal may be affixed by facsimile to any power of attorney or copy thereof issued on behalf of the Company to make,execute,seal and deliver for and on its behalf as surety any and all bonds, undertakings or other written obligations in the nature thereof; to prescribe their respective duties and the respective limits of their authority;and to revoke any such appointment. Such signatures and seal are hereby adopted by the Company as original signatures and seal and shall,with respect to any bond,undertaking or other written obligations in the nature thereof to which it is attached,be valid and binding upon the Company with the same force and effect as though manually affixed. 1,the undersigned Assistant Secretary of The Ohio Casualty Insurance Company,American Fire and Casualty Company and West American Insurance Company,do hereby certify that the foregoing power of attorney,the referenced By-Laws of the Companies and the above resolution of their Boards of Directors are true and correct copies and are in full force and effect on this date. IN WITNESS WHEREOF,I have hereunto set my hand and the seals of the Companies this 7 day of April 1009` jY INS i!i�!���" `• (, p11NSU{, 4P.• .�CF ��.• P� F; o SEAL SEAL '=3 W ;�v W Mark E.Schmidt Assistant Secretary f K ro \ i of �. .__d¢ _ '��r��.5 '� \ "�:�td.�t."�tn ��TX✓4'' ,s ) �r 1 �ndarM C�onsytruction'J®r e�rvisortLicense ,s FiyELiestie CS`5645 P ' ,¢r` �,, 3 ,L�",+. .c. _ �1- H .-fix.. =`'.i.r-,di!•rL T ) - a( ry cn�, RIP.. `.�' +fit Y >rt�'vF�h7 tE�f -ik��''�1� M 4C`, i5.k• 5f is r T� a < r T F 4t r r"S - ,FC; a,r� tyd 7{sf'. 2#"p c `' *xx J�. 7 rr�it•'�t'4 >:.5 '�' �u t '�f 7, - h:. t rj to 500 y"�yx -' .fF�.? F 4t l P• �..'°c rv.�' �ii1s�Y't��-�� t��*ai yv ap}v.f�SjTtjv F��ry�"`t�. - .. � .1 ♦ X a z� 1 t Rk �f t c'ik�y st' .�K'-1, +.. 1'3 1' t T �'a a`S x r`Y Fa, - �•�r�{'{-• 6 1.1* � M �a}� C5`thl'+F`r �`c r n /� tt 5� r n� hY� h� µaft S�a,9s s ti y a p s i 4,4,t s 5� a4� ( s t 1 tktit brr 'IS x '@ t � Y f 7 x��ql >4 x.r taY.y><.Sy"}�{°.,•L``-��'!t r�-�'�rrt f� ?.. t; tL t-., k, ll ;- y �i ''! r�+'1-•2 M add 'Y'}` ,� F l .. .. ep ti, appp�'fere os�'ed Pai �1 SWORN only 1 C itiG"°7 i 2 I am ,y rro r 4 s ,;z z +�.�- a IF jimije. 00ssess�are�eoe� ahe y a u h to $iaCy`' �S + R�v� j R c. � iausefor r5!"4o, fthss hsYi e see h t .r.`rs.' NSi4,r..y n i ' i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street ` Boston, MA 02111 ' w w m mass.go vId i s Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibllr Name(Business/OrganizatiotVIndividual): r°j n� �����d���O /A!L' Address: d k 9 5 City/State/Zip: C9/ll W f lae " 4/f• Phone #: 5 ` 79 Qy) Are you an employer? Check the appropriate box: Type of project (required): l.❑ I atn a employer with 4. X I am a general contractor and 1 6. New construction employees (full and/or part-tithe).* 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. M Demolition 4vorkbi'a for me in any capacil)•. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. El We are a corporation and its requited.) officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I I.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.) t employees. [No workers' 13.0 Other comp. insurance required.] 4 Any applicant that checks box 1'I must also fill out die section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and(hen 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 infomiation. 1 am art entplorer that is providin; workers'compensation insurance for rm,emploj!ees. Beloit is the policl-and job site infortn(1liorr. d Insurance Company Name: 14CAt.D/4 _"Fitts CQ. Polio• i� or Self-his. Lic. 9: W C-f 007 3 !V06 o Expiration Date: Job Site Address: 05, �&Iyr &) City/State/Zip:®S%f4yjLICOIV • D465S 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 imprisotuhent, 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 fonvarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cerf fp under the pains and hies of perjury that the information provided above is true and correct. Signature: Date: y/ Phone#: SdF - .717/- %lyYo 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. 1?.oard of Health 2. Building Department 3. City/Tnwn Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone M f i Bayside Building Inc. Certificates of Insurance 2008 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/l/04 6/l/09 6/1/04 6/l/09 Aluminum Products of Cape 8/15/04 8/15/09 8/15/04 8/15/09 Baxter Nye Engineering& 8/11/05 8/17/09 8/20/04 8/20/09 Bortolotti Construction 3/7/04 3/7/10 3/7/04 3/7/10 William Campbell 8/26/04 8/26/09 7/13/04 7/13/09 Cape Cod Marble & Granite 7/1/05 7/l/09 8/16/05 8/16/09 Cape Cod Ready Mix Inc. 1/l/07 1/1/10 l/l/07 1/1/10 Cape Concrete Forms 6/5/07 6/5/09 12/7/07 12/7/09 Carpet Barn Inc l/l/06 511110 111105 1/1/10 Casella Waste Management 4/30/08 4/30/09 5/l/08 5/l/09 Robert Chaves 8/13/04 8/13/09 12/17/04 12/17/09 Coy's Brook, Inc 4/24/04 4/24/09 9/21/04 10/1/09 Davids Building&Remodel 01/01/08 1/l/09 6/14/04 8/14/09 D.P. Fuccillo Construction Inc. 10/20/06 10/20/09 10/20/08 10/23/09 Govoni Land Services 5/31/04 6/22/09 7/4/04 6/22/09 Gregoire, Mark 9/18/08 9/18/09 Hill Construction 04/29/07 4/29/09 8/14/04 8/14/09 In Place/DM Design 1/20/04 1/20/10 2/18/04 2/18/10 JAG Cleaning Corp, M&M 5/7/04 4/2/09 8/25/04 5/15/09 Steven Johnson 4/25/04 4/25/09 4/25/04 4/30/09 Kitchen Appliance Mart and 8/12/04 8/12/10 1/l/05 1/1/10 L&M Glass Co, Inc 5/l/04 5/l/09 5/1/04 5/l/09 MAP Insulation 10/1/07 10/1/09 10/l/07 10/1/09 Meagher Construction 6/19/04 9/2/09 6/23/04 6/23/09 Morse's Masonry 3/10/07 3/10/09 Northern Sealcoating 10/1/07 10/1/09 4/1/07 4/1/10 Pro Fence Co., Inc. 3/26/07 3/26/10 3/26/07 3/26/10 Reed, Mel 7/21/04 7/21/09 7/21/04 7/21/09 Rolfe Construction Inc. 7/11/07 7/11/09 Whiteley, W. Vernon 10/1/04 10/1/09 10/3/04 10/3/09 Project:CARTER Member ID:Ml lk/2nd Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AMD❑ Page 2 of 22 4� This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 54 of 63 Page 3 of 22 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 54 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AM Project:CARTER Job ID: Level:2nd Floor Deck Member ID:Mla Address 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 3ply 1-3/40-1/2 LP-LVL 2950Fb-2.OE Design Is Adequate Provide restraint at supports to ensure lateral stability. ***ATTACH THE THREE PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Results Summary Deflection Reaction(Ibs) Shear(Ibs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 834 410 1192 U6024(0.03) U3735(0.05) Allowable 29531 9643 19924 LJ360(0.52) L/240(0.78) Indices 0.03 0.04 0.06 0.06 0.06 794.500 1 5.250 12-4-14 15-11-8 28-4-6 Spans(ft-in-sx) San Span 12-4-14 15-11-8 Bearings Min.Size(in) 4.38 7.50 5.50 Max.Reaction(lbs) 242 834 326 Max.Uplift(lbs) 0 0 0 Loads Start End Tye LDF App. Location* Live Dead Location* Live Dead Uniform( lf) 1.00 To 0-0-0 26.67 6.67 28-4-6 26.67 6.67 Weight( lf) 0.90 To 0-0-0 0.00 14.27 28-4-6 0.00 14.27 *(ft-in-sx) Floor Assembly: Sheathing: None,Attachment:None Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 Project:CARTER Member ID:Mla/2nd Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AMDD Page 4 of 22 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break»Louisiana-Pacific Corporation/LP Solutions LP Job: Design 55 of 63 Page 5 of 22 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 55 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AM Project:CARTER Job ID: Level:2nd Floor Deck Member ID:M2b Address: 125 SEAPUIT ROAD OSTERVILLE Company :CARTER RESIDENCE Builder State: Code:IBC 2006 Designer:DAVID GREENLAW 2ply 1-3/40-1/2 LP-LVL 2950Fb-2.OE Design Is Adequate Provide restraint at supports to ensure lateral stability. ***ATTACH THE TWO PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 1716 598 1702 LJ2401 (0.07) L/1794(0.09) Allowable 11528 6428 13282 IJ360(0.45) U240(0.68) Indices 0.15 0.09 0.13 0.15 0.13 , .50 ' 3.500 14-2-4 10-10-12 25-1-0 Spans(ft-in-sx) Span San 14-2-4 +10-10-12 Bearings Min.Size(in) 7.75 3.50 4.25 Max.Reaction(lbs) 1716 996 185 Max.Uplift(lbs) -26 0 -29 Loads Start End Type LDF App. Location* Live Dead Location* Live Dead f Project:CARTER Member ID:M2b/2nd Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AMD❑ Page 6 of 22 Concentrated(lb) 1.00 To 8-0-8 335.55 83.88 - 0.00 0.00 Concentrated(lb) 1.00 To 0-4-0 -333.27 -83.32 - 0.00 0.00 Concentrated(lb) 1.00 To 0-4-0 1109.70 277.39 - 0.00 0:00 Uniform( lf) 1.00 To 0-0-0 25.42 6.35 0-5-12 25.42 6.35 Uniform( lf) 1.00 To 0-5-12 26.67 6.67 8-0-8 26.67 6.67 Uniform( lf) 1.00 To 8-0-8A 27.08 1 6.77 1 24-8-12 27.08 6.77 Uniform( lf) 1.00 Top 1 24-8-12 25.42 6.35 25-1-0 25.42 6.35 Weight( lf) 0.90 To 0-0-0 0.00 9.52 25-1-0 0.00 9.52 *(ft-in-sx) Floor Assembly: Sheathing: None,Attachment:None Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 56 of 63 Page 7 of 22 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 56 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AM Project:CARTER Job ID: Level:2nd Floor Deck Member ID:M3c Address: 125 SEAPUIT ROAD OSTERVILLE Company :CARTER RESIDENCE Builder State: Code:IBC 2006 Designer:DAVID GREENLAW 3ply 1-3/40-1/2 LP-LVL 2950Fb-2.OE Design Is Adequate Provide restraint at supports to ensure lateral stability. ***ATTACH THE THREE PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 252 319 824 U12104(0.01) L/8069(0.02) Allowable 9762 9643 19924 U360(0.40) IJ240(0.61) Indices 0.03 0.03 0.04 0.03 0.03 .50 , 5.250, 12-4-14 11-9-8 24-2-6 Spans(ft-in-sx) San Span 12-4-14 11-9-8 Bearings , Min. Size(in) 4.38 7.50 5.50 Max.Reaction(lbs) 252 700 240 Max.Uplift(Ibs) 0 0 0 Loads IStart End Type LDF App. Location*I Live IDead I Location*I Live IDead Project:CARTER Member ID:M3c/2nd Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AM❑❑ Page 8 of 22 Uniform( lf) 1.00 To 0-0-0 26.67 6.67 24-2-6 26.67 6.67 Wei ht( lf) 0.90 To 0-0-0 0.00 14.27 24-2-6 0.00 14.27 *(ft-in-sx) Floor Assembly: Sheathing: None,Attachment:None Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 57 of 63 Page 9 of 22 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 57 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AM Project:CARTER Job ID: Level:2nd Floor Deck Member ID:Mod Address: 125 SEAPUIT ROAD OSTERVILLE Company :CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID.GREENLAW 2ply 1-3/4x9-1/2 LP-LVL 2950Fb-2.OE Design Is Adequate Provide restraint at supports to ensure lateral stability. ***ATTACH THE TWO PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Results Summary Deflection Reaction(Ibs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 1104 1041 4293 L/766(0.24) L/558(0.33) Allowable 3828 6428 13282 LJ360(0.52) LJ240(0.78) Indices 0.29 0.16 0.32 0.47 0.43 9.5 0 , 3.500 15-10-14 Spans(ft-in-sx) Span 15-10-14 Bearings Min.Size(in) 1.75 4.38 Max.Reaction(Ibs) 1104 704 Max.Uplift(lbs) 0 0 Loads Start End Type LDF App. Location* Live Dead Location* Live Dead Project:CARTER Member ID:M4d/2nd Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AMO❑ Page 10 of 22 i Concentrated(lb) 1.00 To 4-9-0 -169.09 231.85 - 0.00 0.00 Concentrated(lb) 1.00 To 4-9-0 659.24 -42.27 - 0.00 0.00 Uniform( lf) 1.00 To 4-7-4 35.42 8.85 15-10-14 35.42 8.85 Uniform( lf) 1.00 To 0-0-0 53.33 13.33 4-7-4 53.33. 13.33 Weight( If) 0.90 To 0-0-0 0.00 9.52 15-10-14 0.00 9.52 *(ft-in-sx) Floor Assembly: Sheathing: None,Attachment:None Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 58 of 63 1 Page 11 of 22 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 58 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AM Project:CARTER Job ID: Level:2nd Floor Deck Member ID:Moe Address: 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder State: Code:IBC 2006 Designer:DAVID GREENLAW 2ply 1-3/40-1/2 LP-LVL 2950Fb-2.OE Design Is Adequate Provide restraint at supports to ensure lateral stability. ***ATTACH THE TWO PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 849 824 3198 LJ988(0.17) L/752(0.22) Allowable 5250 6428 13282 U360(0.46) L/240(0.70) Indices 0.16 0.13 0.24 0.36 0.32 9io 0 ' 3.500 14-4-8 Spans(ft-in-sx) Span 14-4-8 Bearings Min. Size(in) 2.00 5.23 Max.Reaction(lbs) 849 908 Max.U lift(lbs) 0 0 Loads Start End Type LDF App. Location* Live Dead Location* Live Dead Project:CARTER Member ID:M4e/2nd Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AM❑❑ Page 12 of 22 Uniform( lf) 1.00 To 1-8-8 49.21 -12.30 3-0-8 -49.21 -12.30 Uniform( lf) 1.00 To 0-5-6 -52.06. -13.01 1-8-8 -52.06 -13.01 Uniform( lf) 1.00 To 3-0-8 -54.11 -13.53 4-4-8 -54.11 43.53 Uniform( lf) 1.00 To 0-5-6 3.33 0.83 13-8-8 3.33 0.83 Uniform( lf) 1.00 To 0-5-6 82.44 20.61 4-4-8 82.44 20.61 Uniform( lf) 1.00 To 4-4-8 85.83 21.46 13-8-8 85.83 1 21.46 Uniform( lf) 1.00 To 0-0-0 11.67 2.92 14-4-8 11.67 2.92 Weight( lf) 0.90 To 0-0-0 0.00 9.52 14-4-8 0.00 9.52 *(ft-in-sx) Floor Assembly: Sheathing: None,Attachment:None Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 59 of 63 . Page 13 of 22 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 59 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AM Project:CARTER Job ID: Level:2rid Floor Deck ' Member IDi M5f Address: 125 SEAPUIT ROAD OSTERVILLE Company :CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 2ply 1-3/4x9-1/2 LP-LVL 2950Fb-2.OE Design Is Adequate Provide restraint at supports to ensure lateral stability. ***ATTACH THE TWO PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Results Sum nn ry Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 599 752 3501 U1096(0.15) L/824(0.20) Allowable 3828 6428 13282 IJ360(0.45) L/240(0.68) Indices 0.16 0.12 0.26 0.33 0.29 9. 00 ' 3.500 •1 4-0-0 Spans(ft-in-sx) Span 14-0-0 Bearings Min. Size(in) 5.50 1.75 Max.Reaction(lbs) 786 599 Max.Uplift(lbs) 0 0 Loads Start End Type LDF App. Location* Live Dead Location* Live Dead Project:CARTER Member ID:M5f/2nd Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AM❑❑ Page 14 of 22 Concentrated(lb) 1.00 To 5-5-12 685.37 -57.64 - 0.00 0.00 Concentrated(lb) 1.00 To 5-5-12 -230.52 212.79 - 0.00 0.00 Uniform( lf) 1.00 To 0-0-0 18.75 4.69 5-7-8 18.75 4.69 Uniform( lf) 1.00 To 5-7-8 26.67 6.67 14-0-0 26.67 6.67 Weight( lf) 0.90 To 0-0-0 0.00 9.52 14-0-0 0.00 9.52 *(ft-in-sx) Floor Assembly: Sheathing: None,Attachment:None Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 60 of 63 Page 15 of 22 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 60 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AM Project:CARTER Job ID: Level:2nd Floor Deck Member ID:M6g Address: 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 2ply 1-3/40-1/2 LP-LVL 2950Fb-2.OE Design Is Adequate Provide restraint at supports to ensure lateral stability. ***ATTACH THE TWO PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 427 816 1115 L/8115(0.01) L/5861 (0.02) Allowable 9188 6428 13282 IJ360(0.29) L/240(0.44) Indices 0.05 0.13 0.08 0.05 0.04 E .500 3.500 10-6-12 Spans(ft-in-sx) Span 10-6-12 Bearings Min. Size(in) 18.50 3.50 Max.Reaction(lbs) 0 427 Max.U lift(lbs) 0 0 Loads I Start End Type LDF App. Location* Live Dead Location* Live Dead Project:CARTER Member ID:M6g/2nd Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AM D D Page 16 of 22 Uniform( If) 1.00 Tb 0-6-12 89.16 22.29 9-10-12 89.16 22.29 Uniform( lf) 1.00 To 0-0-0 11.67 2.92 10-6-12 11.67 2.92 Weight( lf) 0.90 To 0-0-0 0.00 9.52 10-6-12 0.00 9.52 *(ft-in-sx) Floor Assembly: Sheathing: None,Attachment:None Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 61 of 63 Page 17 of 22 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 61 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AM Project:CARTER .Job ID: Level:2nd Floor Deck Member ID:M7h Address: 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 3ply 1-3/40-1/2 LP-LVL 2950Fb-2.OE Design Is Adequate, Provide restraint at supports to ensure lateral stability. ***ATTACH THE THREE PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 1876 1492 ' 4532 L/1408(0.09) L/1084(0.11) Allowable 6136 9643 19924 IJ360(0.34) U240(0.51) Indices 0.31 0.15 0.23 0.26 0.22 500 5.250 10-6-8 t Spans(ft-in-sx) Span 10-6-8 Bearings Min.Size(in) 2.75 2.75 Max.Reaction(lbs) 1825 1876 Max.U lift(lbs) 0 0 Loads Start End Type LDF App. Location* Live Dead Location* Live Dead Project:CARTER Member ID:M7h/2nd Floor Deck Version 2.0.0 Expires on 12131/2009 Printed on 05/29/2009 at 09:00:53 AM❑❑ Page 18 of 22 Uniform( lf) 1.00 To 0-0-4 264.38 66.10 9-4-4 264.38 66.10 Uniform( lf) 1.00 To 9-4-4 296.84 74.21 10-6-8 296.84 74.21 Uniform( lf) 1.00 To 0-0-0 1.88 0.47 10-6-8 1.88 0.47 Weight( lf) 0.90 To 0-0-0 0.00 14.27 10-6-8 0.00 14.27 *(ft-in-sx) Floor Assembly: Sheathing: Attachment: Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in.this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite.2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 62 of 63 I Page 19 of 22 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 62 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AM Project:CARTER- Job ID: Level:2nd Floor Deck Member ID:M8i Address: 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 3ply 1-3/40-1/2 LP-LVL 2950Fb-2.OE Design Is Adequate Provide restraint at supports to ensure lateral stability. ***ATTACH THE THREE PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 1037 863 2417 U2281 (0.05^) U2281 (0.05^) Allowable 6136 9643 19725 U360(0.30) LJ240(0.46) Indices 0.17 0.09 0.12 0.16 0.11 9.500 5.250 Spans(ft-in-sx) Span 9-5-8 Bearings Min. Size(in) 2.75 2.75 Max.Reaction(lbs) 763 815 Max.Uplift(lbs) -1007 -1037 Loads Start End Type ILDF I App. I Location*I Live Dead I Location* Live Dead Project:CARTER Member ID:M8i/2nd Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AM❑❑ Page 20 of 22 Uniform( lf) 1.00 To 0-2-12 -202.34 -50.58 1-6-12 -202.34 -50.58 Uniform( lf) 1.00 To 8-2-12 -222.22 -55.55 9-3-4 -222.22 -55.55 Uniform( lf) 1.00 To 1-6-12 -233.33 -58.33 8-2-12 -233.33 -58.33 Uniform( lf) 1.00 To 8-2-12 187.73 46.93 9-34 187.73 46.93 Uniform( lf) 1.00 To 0-2-12 145.31 36.33 1-6-12 145.31 36.33 Uniform( If) 1.00 To 0-2-12 11.25 2.81 9-3-4 11.25 2.81 . Uniform( lf) 1.00 To 1-6-12 158.30 39.57 8-2-12 158.30 39.57 Uniform( lf) 1.00 To 0-0-13 2.08 0.52 9-5-8 2.08 0.52 Weight( lf) 1 0.90 1 To 0-0-0 1 0.00 1 14.27 1 9-5-8 1 0.00 1 14.27 *(ft-in-sx) Floor Assembly: Sheathing: ,Attachment: Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 30.00 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 63 of 63 Page 21 of 22 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 63,of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AM Project:CARTER Job ID: Level: 2nd Floor Deck Member ID:M9j Address: 125 SEAPUIT ROAD OSTERVILLE Company :CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 2ply 1-3/40-1/2 LP-LYL 2950Fb-2.OE Design Is Adequate Provide restraint at supports to ensure lateral stability. ***ATTACH THE TWO PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Results Summary Deflection Reaction Ohs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 841 711 1869 IJ2697(0.04) L/2092(0.05) Allowable 5250 6428 13282 IJ360(0.28) L/240(0.43) Indices 0.16 0.11 0.14 0.13 0.11 } 9.500 3.500 8-9-2 Spans(ft-in-sx) Span 8-9-2 Bearings Min. Size(in) 2.00 2.38 Max.Reaction(lbs) 841 769 Max.Uplift(lbs) -75 0 Loads Start End Type ILDF I App. I Location*I Live I Dead I Location*I Live I Dead i I Project:CARTER Member ID:M9j/2nd Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 09:00:53 AMD 0 Page 22 of 22 Uniform( lf) 1.00 To 6-6-8 -3.95 -0.99 8-0-1 -3.95 -0.99 Uniform( lf) 1.00 To 3-10-8 -4.11 -1.03 5-2-8 -4.11 -1.03 Uniform( lf) 1.00 To 5-2-8 -4.35 -1.09 6-6-8 -4.35 -1.09 Uniform( lf) 1.00 To 1-2-8 -101.12 -25.28 2-6-8 -101.12 -25.28 Uniform( lf) 1.00 To 0-2-6 -126.52 -31.63 1-2-8 -126.52 -31.63 Uniform( if) 1.00 To 0-2-6 3.33 0.83 8-0-1 3.33 0.83 Uniform( lf) 1.00 To 3-10-8 139.00 34.75 8-0-1 139.00 34.75 Uniform( lf) 1.00 To 0-2-6 151.45 37.86 2-6-8 151.45 37.86 Uniform( lf) 1.00 To 2-6-8 164.17 41.04 3-10-8 164.17 41.04 Uniform( lf) 1.00 To 0-0-0 11.67 2.92 8-9-2 11.67 2.92 Weight( lf) 0.90 To 0-0-0 0.00 9.52 8-9-2 0.00 9.52 *(ft-in-sx) Floor Assembly: Sheathing: None,Attachment:None Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 I Page 1 of 16 Louisiana-Pacific Corporation/LP Solutions LP Job: Design 46 of 53 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:58:37 AM Project:CARTER Job ID: Level: 1st Floor Deck Member ID:M2b Address: 125 SEAPUIT ROAD OSTERVILLE Company :CARTER RESIDENCE Builder State: Code:IBC 2006 Designer:DAVID GREENLAW 2ply 1-3/4x11-7/8 LP-LVL 2950Fb-2.OE Design Is Adequate Provide restraint at supports to ensure lateral stability. ***ATTACH THE TWO PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE., Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 7607 2721 4841 IJ3280(0.02) L/3037(0.03) Allowable 9188 8035 20246 U360(0.23) LJ240(0.34) Indices 0.83 0.34 0.24 0.11 0.08 1.87 3.500 7-1-3 6-10-0 6-10-0 6-10-0 7-2-0 34-9-3 Spans(ft-in-sx) San +6-10-0 an San San Span 7-1-3 6-10-0 6-10-0 7-2-0 Bearings Min. Size(in) 5.25 3.50 3.50 3.50 3.50 4.00 Max.Reaction(lbs) 3594 5485 7607 7083 5313 1857 Max.Uplift(lbs) 0 -311 -393 -444 0 0 Loads Start End Type LDF App. Location* Live Dead Location*I Live Dead Uniform( If) 1.00 Top 04-9 0.16 0.04 1-1-13 0.16 0.04 Uniform( lf) 1.00 Top 22-5-3 469.48 1.17.37 23-9-3 469.48 117.37 Uniform( If) 1.00 Top 23-9-3 483.84 120.96 34-5-3 483.84 120.96 Uniform( lf) 1.00 Top 21-1-3 168.28 42.07 23-9-3 168.28 42.07 Uniform( lf) 1 1.00 To 0-4-9 401.97 100.49 1 10-5-3 401.97 100.49 Uniform( lf) 1.00 Top 10-5-3 402.77 100.69 21-1-3 402.77 100.69 Uniform( lf) 1.00 Top 21-1-3 233.69 58.42 22-5-3 233.69 58.42 Uniform( lf) 1.00 Top 22-5-3 -105.78 -26.44 23-9-3 -105.78 -26.44 Uniform( lf) 1.00 Top 21-1-3 -102.55 -25.64 22-5-3 -102.55 -25.64 Uniform( lf) 1.00 1 Top 04-9 -102.55 -25.64 10-5-3 -102.55 -25.64 Uniform( lf) 1.00 Top 10-5-3 -143.57 -35.89 21-1-3 -143.57 -35.89 Concentrated(lb) 1.00 To 0-2-10 1474.18 746.23 - 0.00 0.00 Concentrated(lb) 1.00 To 0-2-10 -122.04 -33.99 - 0.00 0.00 Uniform( lf) 1.00 To 7-9-3 173.20 43.30 23-9-3 173.20 43.30 Uniform( lf) 1.00 To 7-9-3 228.93 57.23 22-5-3 228.93 57.23 Weight( lf) 0.90 To 0-0-0 0.00 11.90 34-9-3 0.00 11.90 Project:CARTER Member ID:M2b/1st Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:58:37 AM❑❑ Page 2 of 16 *(ft-in-sx) Floor Assembly: Sheathing: ,Attachment: Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 47 of 53 Page 3 of 16 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 47 of 53 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:58:37 AM Project:CARTER Job ID: Level: 1st Floor Deck Member ID: M3c Address: 125 SEAPUIT ROAD OSTERVII.LE Company :CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 2ply 1-3/4x11-7/8 LP-LVL 2950Fb-2.OE Design Is Adequate Provide restraint at supports to ensure lateral stability. ***ATTACH THE TWO PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 4587 1764 2957 LJ4910(0.02) U4135 (0.02) Allowable 9188 8035 20246 LJ360(0.22) U240(0.33) Indices 0.50 0.22 0.15 0.07 0.06 r �I 3.500 7-1-0 6-9-0 6-9-0 6-11-1 27-6-1 Spans(ft-in-sx) San San San San 7-1-0 6-9-0 6-9-0 .6-11-1 Bearings Min. Size(in) 4.01 3.50 3.50 3.50 5.25 Max.Reaction(lbs) 1498 3969 4060 4587 3152 Max.Uplift(lbs) -232 -327 -507 0 0 Loads Start End Type LDF App. Location* Live Dead Location* Live Dead i Uniform( lf) 1.00 Top 17-5-2 -33.50 -8.37 18-11-0 -33.50 -8.37 Uniform( lf) 1.00 Top 13-6-0 -56.27 -14.07 17-6-0 -56.27 -14.07 Uniform( lf) 1.00 Top 18-10-0 -56.27 -14.07 21-6-0 -56.27 -14.07 Uniform( lf) 1.00 Top 21-6-0 -58.47 -14.62 22-10-0 -58.47 -14.62 Uniform( It) -1.00 To 9-6-0 -74.20 -18.55 13-6-0 -74.20 -18.55 Uniform(plf) 1.00 Top 0-2-0 -109.10 -27.28 9-6-0 109.10 -27.28 Project:CARTER Member ID:M3c/lst Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:58:37 AM❑❑ Page 4 of 16 Uniform( lf) 1.00 Top 17-5-2 184.42 '46.11 18-2-2 184.42 46.11 Uniform( lf) 1.00 Top 18-2-2 184.42 46.11 18-11-0 184.42 46.11 Uniform( lf) 1.00 Too 13-6-0 468.01 117.00 17-6-0 468.01 117.00 Uniform( lf) 1.00 Top 18-10-0 468.01 117.00 22-10-0 468.01 117.00 Uniform( lf) 1.00 To 9-6-0 399.48 99.87 13-6-0 399.48 99.87 Uniform( lf) 1.00 Top 17-5-2 3.33 0.83 18-11-0 3.33 0.83 Uniform( lf) 1.00 Top 25-6-0 226.35 56.59 26-8-12 226.35 56.59 Uniform( lf) 1.00 To 0-2-0 403.45 100.86 9-6-0 403.45 100.86 Uniform( If) 1.00 Top 17-6-0 178.75 44.69 18-10-0 178.75 44.69 Uniform( lf) 1.00 Top 22-10-0 219.17 '54.79 25-6-0 219.17 54.79 Uniform( lf) 1.00 Top 22-10-0 271.11 67.78 26-8-12 271.11 67.78 Concentrated(lb) 1.00 Top 18-410 -64.00 0.85 - 0.00 0.00 Concentrated(lb) 1.00 Top 18-4-0 3.41 -18.90 - 0.00 0.00 Concentrated(lb) 1.00 Top 26-2-0 0.44 0.11 - 0.00 0.00 Concentrated(lb) 1.00 Top 27-3-7 1 1123.62 535.47 - 0.00 0.00 Concentrated(lb) 1.00 Top 27-3-7 -86.36 1 -35.67 - 0.00 0.00 Wei ht( lf) 0.90 To 0-0-0 0.00 11.90 27-6-1 0.00 11.90 *(ft-in-sx) Floor Assembly: Sheathing: Attachment: Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure,for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 48 of 53 Page 5 of 16 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 48 of 53 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:58:37 AM Project:CARTER Job ID: Level: 1st Floor Deck Member ID:M4d Address : 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 2ply 1-3/4x11-7/8 LP-LVL 2950Fb-2.OE Design Is Adequate Provide restraint at supports to ensure lateral stability. ***ATTACH THE TWO PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Results Summary Deflection Reaction Ibs) Shear(Ibs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 6892 4033 6293 IJ2099(0.04) L/1 (0.00^) Allowable 9188 8035 20246 IJ360(0.22) L/0(0.00) Indices 0.75 0.50 0.31 0.17 0.00 11.8 5 ' 3.500 . 7-1-3 5-9-0 5-9-0 5-9-0 lo 24-4-3 Spans(ft-in-sx) San San San San 7-1-3 5-9-0 5-9-0 5-9-0 Bearings Min.Size(in) 6.19 7.00 3.50 3.50 3.50 Max.Reaction(lbs) 5711 8585 4742 5134 6892 Max.U lift(lbs) -438 0 -948 0 0 Loads Start End Type ILDF I App. I Location*I Live Dead Location* Live I Dead Project:CARTER Member ID:M4d/lst Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:58:37 AMD D Page 6 of 16 Uniform( lf) 1.00 To 0-4-9 -0.04 10.25 1-1-13 -0.04 10.25 Uniform( lf) 1.00 Top 22-5-3 -37.61 99.22 23-9-3 -37.61 99.22 Uniform( lf) 1.00 Top 10-5-3 -35.54 155.91 21-1-3 -35.54 155.91 Uniform( lf) 1.00 To 0-4-9 -36.81 135.54 10-5-3 -36.81 135.54 Uniform( If) 1.00 Top 21-1-3 -36.81 96.88 22-5-3 -36.81 96.88 Uniform( lf) 1.00 Top 21-1-3 154.66 38.66 23-9-3 154.66 38.66 Uniform( If) 1.00 To 0-4-9 41.01 -0.01 1-1-13 41.01 -0.01 Uniform( lf) 1.00 Top 22-5-3 .396.86 -9.40 23-9-3 396.86 -9.40 Uniform( lf) 1.00 Top 10-5-3 623.68 -8.88 21-1-3 623.68 -8.88 Uniform( lf) 1.00 To 0-4-9 542.18 -9.20 1 10-5-3 542.18 -9.20 Uniform( lf) 1.00 Top 21-1-3 387.52 -9.20 22-5-3 387.52' -9.20 Concentrated(lb) 1.00 To 0-2-10 -1093.89 -545.58 - 0.00 0.00 Concentrated(lb) 1.00 To 0-2-10 1456.58 576.08 - 0.00 0.00 Concentrated(lb) 1.00 Top 24-2-9 -238.32 1828.57 - 0.00 0.00 Concentrated(lb) 1.00 To 7-0-1 1.00 -3.00 - 0.00 0.00 Concentrated(lb) 1.00 To 7-0-1 -3.00 1.00 1 - 0.00 0.00 Concentrated(lb) 1.00 Top 24-2-9 3703.21 -59.58 - 0.00 0.00 Uniform( If) 1.00 To 0-6-8 580.53 145.13 2-5-3 580.53 145.13 Uniform( lf) 1.00 To 2-5-3 738.72 184.68 5-1-3 738.72 184.68 Uniform( lf) 1.00 To 5-1-3 587.53 146.88 6-9-7 587.53. 146.88 Weight( If) 0.90 To 0-0-0 0.00 11.90 244-3 0.00 11.90 *(ft-in-sx) Floor Assembly: Sheathing: Attachment: Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 49 of 53 Page 7 of 16 •a r, Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 49 of 53 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:58:37.AM Project:CARTER Job ID: Level: 1st Floor Deck Member ID:M5e Address: 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder State: Code:IBC 2006 Designer:DAVID GREENLAW 2ply 1-3/4x11-7/8 LP-LVL 2950Fb-2.OE Design Is Adequate Provide restraint at supports to ensure lateral stability. ***ATTACH THE TWO PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE'OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 5726 2304 3346 LJ5385(0.01) L/5000(0.01) Allowable 9188 8035 20246 U360(0.19) U240(0.29) Indices 0.62 0.29 0:17 1 0.06 0.05 11. 75 ' 3.500 5-12-0 540-0 5-12-0 17-10-0 Spans(ft-in-sx) San an San 6-0-0 +-51"-10-0 6-0-0 Bearings Min.Size(in) 4.00 3.50 3.50 4.00 Max.Reaction(lbs) 1906 5726 4635 549 Max.Uplift(lbs) -49 0 0 -196 Loads Start End Type LDF App. Location* Live Dead Location* Live Dead Project:CARTER Member ID:M5e/lst Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:58:37 AM❑❑ Page 8 of 16 i. 4 Uniform( lf) 1.00 To 0-0-0 563.41 140.85 4-0-0 563.41 140.85 Uniform( lf) 1.00 Top 13-4-0 60.41 15.10 14-1-4 60.41 15.10 Uniform( lf) 1.00 Top 16-0-0 86.35 21.59 17-6-13 86.35 21.59 Uniform( lf) 1.00 Top 12-0-0 71.79 17.95 13-4-10 71.79 17.95 Uniform( If) 1.00 To 4-0-0 574.49 143.62 8-0-0 574.49 143.62 Uniform( lf) 1.00 To 9-4-0 74.59 18.65 12-0-0 74.59 18.65 Uniform( lf) 1.00 Top 14-8-0 25.15 6.29 17-6-13 25.15' 6.29 Uniform( lf) 1.00 To 7-11-2 62.50 142.04 9-5-0 62.50 142.04 Uniform( lf) 1.00 Top 14-8-0 96.40 24.10 16-0-0 '96.40 24.10 Uniform( lf) 1.00 To 9-4-0 499.90 124.97 13-4-10 499.90 124.97 Uniform( lf) 1.00 To 8-8-2 505.65 0.00 9-5-0 505.65 0.00 Uniform( lf) 1.00 To 7-11-2 505.65 0.00 8-8-2 505.65 0.00 Uniform( lf) 1.00 To 0-0-0 -48.53 -12.13 4-0-0 48.53 -12.13 Uniform( lf) 1.00 Top 12-0-0 -50.65 -12.66 13-4-10 -50.65 -12.66 Uniform( lf) 1.00 To 4-0-0 -52.63 -13.16 8-0-0 -52.63 -13.16 Uniform( lf) 1.00 To 9-4-0 -52.63 -13.16 12-0-0 -52.63 -13.16 Uniform( lf) 1.00 To 7-11-2 -65.97 -16.49 9-5-0 -65.97 -16.49 Concentrated(lb) 1.00 To 8-10-0 987.55 -16.41 - 0.00 0.00 Concentrated(lb) 1.00 To 8-10-0 -65.63 302.81 - 0.00 0.00 Concentrated(lb) 1.00 Top 14-1-4 1 281.90 1 70.48 - 0.00 0.00 Concentrated(lb) 1.00 Top 14-14 -29.92 -7.47 - 0.00 0.00 Weight( If) 0.90 To 0-0-0 0.00 11.90 17-10-0 0.00 11.90 *(ft-in-sx) Floor Assembly: Sheathing: ,Attachment: Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 50 of 53 Page 9 of 16 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 50 of 53 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:58:37 AM Project:CARTER Job ID: Level: 1st Floor Deck Member ID:M6f Address : 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 3ply 1-3/40-1/2 LP-LVL 2950Fb-2.OE Design Is Adequate Provide restraint at supports to ensure lateral stability. ***ATTACH THE THREE PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. CONCENTRATED LOADS MUST BE EQUALLY DISTRIBUTED TO ALL PLIES. ADDITIONAL FASTENERS MAY BE REQUIRED Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 2171 1256 4616 2L/684(0.38) 2L/476(0.55) Allowable 10106 9643 19924 21/360(0.73) 2L/240(1.10) Indices 0.21 0.13 0.23 0.53 0.50 5.250 10-10-0 7-8-12 5-11-12 6-11-4 31-5-12 Spans(ft-in-sx) Left Cant San San Right Cant 10-10-0 7-8-12 5-11-12 6-11-4 Bearings Min.Size(in) 3.50 3.50 3.50 Max.Reaction(lbs) 2171 1487 1556 Max.Uplift(lbs) 0 -1063 0 Loads Start End Project:CARTER Member ID:M6f/1st Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:58:37 AMO 0 Page 10 of 16 Type LDF App. Location* Live Dead Location* Live Dead Concentrated(lb) 1.00 To 1-6-4 59.80 14.95 - 0.00 0.00 Concentrated(lb) 1.00 To 1-6-4 -40.82 -10.22 - 0.00 0.00 Concentrated(lb) 1.00 Top 13-9-12 372.07 128.15 - 0.00 0.00 Concentrated(lb) 1.00 Side 18-6-12 740.37 -8.62 - 0.00 0.00 Concentrated(lb) 1.00 Side 18-6-12 -34.46 255.25 - 0.00 0.00 Uniform( lf) 1.00 Top 18-8-8 36.46 9.12 31-5-12 36.46 9.12 Uniform( lf) '1.00 To 1-10-14 33.44 8.36 13-8-0 33.44 8.36 Concentrated(lb) 1.00 To 2-6-8 2.22 0.56 - 0.00 0.00 Concentrated(lb) 1.00 Top 18-6-12 31.72 7.93 - 0.00 0.00 Uniform( lf) 1.00 Top 13-8-9 28.85 7.21 31-5-12 28.85 7.21 Uniform( lf) 1.00 To 1-9-7 1 17.91 1 4.48 13-8-9 17.91 4.48 Uniform( lf) 1.00 To 0-0-0 20.21 5.05 1-9-7 20.21 5.05 Weight( lf) 0.90 To 0-0-0 0.00 14.27 31-5-12 0.00 14.27 *(ft-in-sx) Floor Assembly: Sheathing: None,Attachment:None Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location: 0 Concrete: Thickness(in):2,Strength(psi): 3000 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 51 of 53 Page 11 of 16 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 51 of 53 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:58:37 AM Project:CARTER Job ID: Level: 1st Floor Deck Member ID:M7g Address: 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 2ply 1-3/40-1/2 LP-LVL 2950Fb-2.OE Design Is Adequate Provide restraint at supports to ensure lateral stability. ***ATTACH THE TWO PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 2002 1337 2264 U1794(0.09) L/1420(0.11) Allowable 6738 6428 13282 IJ360(0.45) LJ240(0.68) Indices 0.30 0.21 0.17 0.20 0.17 50 ' 3.500 13-10-14 10-10-14 24-9-12 Spans(ft-in-sx) San San 13-10-14 +10P-10-14 Bearings Min.Size(in) 4.38 3.50 4.37 Max.Reaction.(lbs) 568 2002 420 Max.Uplift(lbs) 0 0 -27 Loads Start End Type LDF App. Location* Live Dead Location* Live Dead Project:CARTER Member ID:M7g/lst Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:58:37 AMO❑ Page 12 of 16 Concentrated(lb) 1.00 Top 19-3-10 154.67 55.02 - 0.00 0.00 Concentrated(lb) 1.00 Top 12-9-2 -33.87 -8.48 - 0.00 0.00 Concentrated(lb) 1.00 Top 12-9-2 508.25 144.93 - 0.00 0.00 Concentrated(lb) 1.00 To 7-8-2 209.82 -20.13 - 0.00 0.00 Concentrated(lb) 1.00 To 7-8-2 -80.51 52.47 - 0.00 0.00 Uniform( lf) 1.00 To 0-0-0 53.33 13.33 12-7-6 53.33 13.33 Uniform( lf) 1.00 Top 12-7-6 34.58 8.65 19-5-6 34.58 8.65 Uniform( lf) 1.00 Top 19-5-6 53.33 d3.33 1 24-9-12 53.33 13.33 Wei ht( lf) 0.90 To 0-0-0 0.00 9.52 24-9-12 1 0.00 1 9.52 *(ft-in-sx) Floor Assembly: Sheathing: None,Attachment:None Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 52 of 53 Page 13 of 16 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 52 of 53 i Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:58:37 AM Project:CARTER Job ID: Level: 1st Floor Deck Member ID:M8h Address: 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 2ply 1-3/40-1/2 LP-LVL 2950Fb-2.OE Design Is Adequate Provide restraint at supports to ensure lateral stability. ***ATTACH THE TWO PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 1369 1311 2362 U1427(0.11) L/1034(0.16) Allowable 12031 6428 13282 U360(0.45) L/240(0.67) Indices 0.11 0.20 0.18 0.25 0.23 9. 00 ' '4 3.500 14-1-11 l Spans(ft-in-sx) Span , 14-1-11 Bearings Min.Size(in) 4.37 5.50 Max.Reaction(lbs) 624 1369 Max.Uplift(lbs) 0 0 Loads Start End Type LDF App. Location* Live Dead Location* Live Dead Project:CARTER Member ID:M8h/lst Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:58:37 AM❑❑ Page 14 of 16 Concentrated(lb) 1.00 Top 12-9-2 .-16.65 -4.15 - 0.00 0.00 Concentrated(lb) 1.00 Top 12-9-2 '523.77 148.81 - 0.00 0.00 Concentrated(lb) 1.00 Top 12-8-2 169.09 42.27 - 0.00 0.00 Uniform( lf) 1.00 Top 12-10-14 4.48 1.12 14-1-11 4.48 1.12 Uniform( lf) 1.00 To 7-10-14 7.54 1.89 12-7-6 7.54 1.89 Concentrated(lb) 1.00 To 7-8-2 23.48 5.86 - 0.00 0.00 Concentrated(lb) 1.00 Top 14-0-15 0.53 0.13 - 0.00 0.00 Uniform( lf) 1.00 Top 12-7-6 29.58 7.40 14-1-11 29.58 7.40 Uniform( lf) 1.00 To 0-0-0 53.33 1 13.33 1 12-7-6 53.33 13.33 Weight( lf) 0.90 To 0-0-0 0.00 9.52 14-1-11 0.00 9.52 *(ft-in-sx) Floor Assembly: Sheathing: None,Attachment:None Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 53 of 53 Page 15 of 16 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 53 of 53 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:58:37 AM Project:CARTER Job ID: Level: 1st Floor Deck Member ID:M9i Address: 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 2ply 1-3/40-1/2 LP-LVL 2950Fb-2.OE Design Is Adequate Provide restraint at supports to ensure lateral stability. ***ATTACH THE TWO PLIES WITH 2 ROWS OF Nail 16d AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 1641 1213 2840 LJ2154(0.04) L/1680(0.05) Allowable 3281 6428 13282 IJ360(0.23) L1240(0.35) Indices 0.50 0.19 0.21 0.17 0.14 9.500 3.500 7-3-9 Spans(ft-in-sx) Span 7-3-9 Bearings Min.Size(in) 3.59 1.50 Max.Reaction(lbs) 1761 1641 Max.Uplift(lbs) 0 0 Loads Start End Type LDF App. Location* Live Dead Location* Live Dead Project:CARTER Member ID:M9i/lst Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:58:37 AM❑❑ Page 16 of 16 Uniform( lf) 1.00 To 2-3-9 -18.06 -4.52 6-3-9 -18.06 -4.52 Uniform( lf) 1.00 To 6-3-9 -24.08 -6.02 7-3-9 -24.08 -6.02 Uniform( lf) 1.00 To 0-11-9 -28.02 -7.00 2-3-9 -28.02 -7.00 Uniform( If) 1.00 To 0-0-0 -38.67 -9.67 0-11-9 -38.67 -9.67 Uniform( lf) 1.00 To 2-7-8 77.08 0.83 6-3-9 77.08 0.83 Uniform( lf) 1.00 To 2-3-9 6.85 1.71 3-7-9 6.85 1.71 Uniform( lf) 1.00 To 0-11-9 289.48 72.37 2-3-5 289.48 72.37 Uniform( lf) 1.00 To 2-3-9 3.33 0.83 7-3-5 3.33 0.83 Uniform( lf) 1.00 To 6-3-9 316.69 79.17 7-3-9 316.69 79.17, Uniform( lf) 1.00 To 0-0-0 409.23 102.31 0-11-9 409.23 102.31 ' Uniform( lf) 0.90 To 2-7-8 0.00 18.44 7-3-5 0.00 18.44 Uniform( lf) 1.00 To 2-3-9 234.19 58.55. 6-3-9 234.19 58.55 Uniform( lf) 1.00 To 6-3-9 73.75 0.00 7-3-5 73.75 0.00 Concentrated(lb) 1.00 To 2-3-5 37.74 27.78 - 0.00 0.00 Concentrated(lb) 1.00 To 2-11-9 152.54 38.14 - 0.00 0.00 Uniform( lf) 1.00 To 0-0-0 11.67 2.92 7-3-9 11.67 2.92 Weight( If) 0.90 To 0-0-0 0.00 9.52 7-3-9 0.00 9.52 *(ft-in-sx) Floor Assembly: Sheathing: None,Attachment:None Ceiling: None,Attachment:None Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible'to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 Page I of 15 Louisiana-Pacific Corporation/LP Solutions LP Job: Design 17 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/20/2009 at 08:58:39 AM i Project:CARTER Job ID: Level:2nd Floor Deck Member ID:J2j Address: 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 9-1/2" LPI 20Plus at 16.0 oc Design Is Adequate Provide restraint at supports to ensure lateral stability. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 1163 627 1674 IJ774(0.24) L/643(0.29) Allowable 2065 1230 2810 IJ480(0.39) IJ240(0.78) Indices 0.56 0.51 0.60 0.62 0.37 I �.soo 1-10 13-9-4 15-10-14 2.500 32-9-12 Spans ft-in-sx) San +13-9-4 an ::]—Span 3-1-10 15-10-14 Bearings Min.Size(in) 4.12 5.50 3.50 4.37 Max.Reaction(lbs) 190 935 1163 458 Max.Uplift(lbs) -332 -97 0 0 Loads Start End e LDF :TAPP. Location* Live Dead Location* Live Dead Uniform( lf) 1.00 To 0-0-0 53.33 13.33 32-9-12 53.33 1 13.33 *(ft-in-sx) Floor Assembly: Sheathing: 19/32 APA Rated Sheathing(32/16),Attachment: Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: Ix4 Strapping Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi):3000 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 21 of 63 I Page 2 of 15 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 21 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 08:58:39 AM Project:CARTER Job ID: Level:2nd Floor Deck Member ID:J3n Address: 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 9-1/2" LPI 20Plus at 16.6 oc Design Is Adequate Provide restraint at supports to ensure lateral stability. Results Summary Deflection Reaction(lbs) Shear Obs) . Moment(lb-ft) Live Load(in) Total Load(in) Actual 1297 700 1972 U619(0.32) L/515(0.38) Allowable 2065 1230 2810 U480(0.41) U240(0.82) Indices 0.63 0.57 0.70 0.78 0.47 2.500 16-7-14 — 13-1-14 29-9-12 Spans(ft-in-sx) San Span 16-7-14 13-1-14 Bearings Min.Size(in) 4.37 3.50 4.37 Max.Reaction(lbs) 525 1297 395 Max.Uplift(lbs) 0 0 -22 Loads Start End Type LDF A - Location* Live Dead Location* Live Dead Uniform( lf) 1.00 To 0-0-0 58.23 14.56 11-10-14 58.23 14.56 Uniform( lf) 1.00 Top 11-10-141 55.21 13.80 29-9-12 55.21 13.80 *(ft-in-sx) Floor Assembly: Sheathing: 19132 APA Rated Sheathing(32116),Attachment: Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: lx4 Strapping Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. ProjectCARTER Member ID:J3n/2nd Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 08:58:39 AM❑❑ Page 3 of 15 This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 25 of 63 Page 4 of 15 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 25 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 08:58:39 AM Project:CARTER Job ID: Level:2nd Floor Deck Member ID:J3r Address: 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 9-1/2" LPI 20Plus at 16.0 oc Design Is Adequate i i Provide restraint at supports to ensure lateral stability. i Results Summar y Deflection Reaction(lbs) Shear(Ibs) Moment(Ib-ft) Live Load(in) Total Load(in) Actual 930 479 1060 U1482(0.10) L/1231 (0.12) Allowable 2330 1230 2810 L/480(0.30) LJ240(0.61) Indices 0.40 0.39 0.38 0.32 0.19 I .500 2.500 12-4-14 11-6-12 3-11-4 lo 27-10-14 Spans(ft-in-sx) Span San San 12-4-14 11-6-12 3-11-4 Bearings Min. Size(in) 4.37 7.50 5.50 2.00 Max.Reaction(lbs) 361 930 705 152 Max.U lift(lbs) 0 0 -2 -142 Loads Start End Tye ILDF App. Location*I Live Dead Location* Live Dead Uniform( lf) 1.00 To 0-0-0 1 53.33 13.33 27-10-14 53.33 1 13.33 *(ft-in-sx) Project:CARTER Member ID:J3r/2nd Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 08:58:39 AM❑❑ Page 5 of 15 Floor Assembly: Sheathing: 19/32 APA Rated Sheathing(32/16),Attachment:Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: Ix4 Strapping Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi):3000 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended: This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 26 of 63 i Page 6 of 15 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 26 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 08:58:39 AM Project:CARTER Job ID: Level:2nd Floor Deck Member ID:J4s Address: 125 SEAPUIT ROAD OSTERVILLE Company :CARTER RESIDENCE Builder State: Code:IBC 2006 Designer:DAVID GREENLAW 9-1/2" LPI 20Plus at 16.0 oc Design Is Adequate Provide restraint at supports to ensure lateral stability. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 1120 651 1596 U777(0.24) L/630(0.30) Allowable 2065 1230 2810 U480(0.39) U240(0.78) Indices 0.54 0.53 0.57 0.62 0.38 I 9.500 2.500 8-4-8 15-10-14 24-3-6 Spans(ft-in-sx) San San 8-4-8 15-10-14 Bearings Min.Size(in) 2.00 3.50 4.37 Max.Reaction(lbs) 224 1120 478 Max.Uplift(lbs) -117 0 0 Loads Start End Tye LDF App. Location* Live Dead 14-3-6 ation* Live Dead Uniform( lf) 1.00 To 0-0-0 53.33 13.33 4-8 53.33 13.33 Uniform( lf) 1.00 To 8-4-8 56.25 14.06 56.25 14.06 *(ft-in-sx) Project:CARTER Member ID:As/2nd Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 08:58:39 AM❑❑ Page 7 of 15 Floor Assembly: Sheathing: 19/32 APA Rated Sheathing(32/16),Attachment:Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: Ix4 Strapping Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi):3000 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 27 of 63 L Page 8 of 15 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 27 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 08:58:39 AM Project:CARTER Job ID: Level:2nd Floor Deck Member ID:Jot Address: 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 9-1/2" LPI 201lus at 12.1 oc Design Is Adequate Provide restraint at supports to ensure lateral stability. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 1002 615 1476 U797(0.24) L/643(0.29) Allowable 2065 1230 2810 U480(0.39) U240(0.78) Indices 0.49 0.50 0.53 1 0.60 0.37 I ---;2.500 2.500 8-4-8 15-10-14 24-3-6 Spans(ft-in-sx) - S an +"15-10-14 an 8-4-8 Bearings Min. Size(in) 2.00 3.50 4.37 Max.Reaction(lbs) 164 1002 453 Max.Uplift(lbs) -121 0. 0 Loads Start End Type LDF App. Location* Live Dead Location* Live Dead Uniform( lf) 1.00 To 0-0-0 40.42 10.10 8-4-8 40.42 10.10 Uniform( lf) 1.00 To 8-4-8 53.33 13.33 24-3-6 53.33 13.33 *(ft-in-sx) Project:CARTER Member ID:At/2nd Floor Deck Version 2.0.0 Expires.on 12/31/2009 Printed on 05/29/2009 at 08:58:39 AM ❑ Page 9 of 15 Floor Assembly: Sheathing: 19/32 APA Rated Sheathing(32/16),Attachment:Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: Ix4 Strapping Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi):3000 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 29 of 63 I Page 10 of 15 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 29 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 08:58:39 AM Project:CARTER Job ID: Level:2nd Floor Deck Member ID:J5v Address : 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 9-1/2" LPI 20Plus at 11.5 oc Design Is Adequate Provide restraint at supports to ensure lateral stability. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 881 523 1228 U1026(0.17) L/828(0.21) Allowable 2330 1230 2810 I/480(0.36) IJ240(0.71) Indices 0.38 0.43 0.44 0.47 0.29 I �.500 2.500 14-7-0 7-2-12 21-9-12 Spans(ft-in-sx) San San 14-7-0 7-2-12 Bearings Min.Size(in) 4.37 5.50 4.37 Max.Reaction(lbs) 414 881 169 Max.Uplift(1bs) 0 0 -122 Loads Start End Tye LDF A - Location* Live Dead Location* Live Dead Uniform( lf) 1.00 To 0-0-0 53.33 13.33 12-10-6 53.33 13.33 Uniform( lf) 1.00 Top 12-10-6 38.23 9.56 19-2-6 38.23 9.56 Uniform( lf) 1.00 . Top 19-2-6 51.25 12.81 21-9-12 51.25 12.81 Project•.CARTER Member ID:J5v/2nd Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 08:58:39 AM❑0 Page 11 of 15 *(ft-in-sx) Floor Assembly: Sheathing: 19/32 APA Rated Sheathing(32/16),Attachment:Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: lx4 Strapping BridgingBlocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 33 of 63 Page 12 of 15 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 33 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 08:58:39 AM Project:CARTER Job ID: Level:2nd Floor Deck Member ID:J6ab ' Address: 125 SEAPUIT ROAD OSTERVILLE Company.:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 9-1/2" LPI 201lus at 16.0 oc Design Is Adequate Provide restraint at supports to ensure lateral stability. Results Summary Deflection Reaction(lbs) Shear(Ibs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 537 532 2122 L/500(0.38) L/400(0.48) Allowable 998 1230 2810 U480(0.40) L/240(0.80) Indices 0.54 0.43 0.76 0.96 0.60 f I .500 2.500 16-4-2 Spans(ft-in-sx) Span 16-4-2 Bearings Min. Size(in) 4.38 2.00 Max.Reaction(lbs) 552 537 Max.Uplift(lbs) 0 0 Loads Start End Tye ILDF I App. Location*I Live Dead Location* Live Dead Uniform( lf) 1.00 To 0-0-0 1 53.33 13.33 16-4-2 53.33 1 13.33 *(ft-in-sx) Project:CARTER Member ID:J6ab/2nd Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 08:58:39 AMO❑ Page 13 of 15 Floor Assembly: Sheathing: 19/32 APA Rated Sheathing(32/16),Attachment:Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: lx4 Strapping Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37.219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 39 of 63 II Page 14 of 15 Page Break»Louisiana-Pacific Corporation/LP Solutions LP Job: Design 39 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 08:58:39 AM Project:CARTER Job ID: Level:2nd Floor Deck Member ID:J8ag Address: 125 SEAPUIT ROAD OSTERVILLE Company :CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 9-1/2" LPI 201'lus at 16.0 oc Design Is Adequate Provide restraint at supports to ensure lateral stability. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 435 438 1376 U924(0.16) L/735 (0.21) Allowable 998 1230 2810 U480(0.32) L/240(0.63) Indices 0.44 0.36 0.49 0.52 0.33 I 9.500 2.500 13-0-2 Spans(ft-in-sx) Span 13-0-2 Bearings Min. Size(in) 2.00 4.37 Max.Reaction(lbs) 435 459 Max.Uplift(lbs) 0 0 Loads Start End Tye LDF App. Location* Live Dead Location* Live Dead Uniform( lf) 1.00 To 0-0-0 - 53.33 33.33 4-0-10 53.33 13.33 Uniform( lf) 1.00 To 4-0-10 55.73 13.93 13-0-2 55.73 13.93 *(ft-in-sx) Project:CARTER Member ID:J8ag/2nd Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 08:58:39 AM❑❑ Page 15 of 15 Floor Assembly: Sheathing: 19/32 APA Rated Sheathing(32116),Attachment:Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: 1x4 Strapping Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi):3000 40.0 psf Live Load,10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 Page 14 of 15 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 39 of 63 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 08:58:39 AM Project:CARTER Job ID: Level:2nd Floor Deck Member ID:j8ag Address : 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 9-1/2" LPI 20Plus at 16.0 oc Design Is Adequate Provide restraint at supports to ensure lateral stability. Results Summary Deflection Reaction(Ibs) Shear(Ibs) Moment(lb-ft) Live Load(in) Total Load(in) A..t. 1 I A4c A 1Q 14'7,< T IMA /n 14\ I T 1'72 (n 71\ Project:CARTER Member 1D:J8ag/2nd Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 08:58:39 AMC❑ Page 15 of 15 Floor Assembly: Sheathing: 19/32 APA Rated Sheathing(32/16),Attachment:Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: lx4 Strapping Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi):3000 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 Page I of 19 Louisiana-Pacific Corporation/LP Solutions LP Job: Design 2 of 53 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:51:25 AM Project:CARTER Job ID: Level: 1st Floor Deck Member ID:J10ag Address: 125 SEAPUIT ROAD OSTERVILLE Company :CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 9-1/2" LPI 20Plus at 16.9 oc Design Is Adequate Provide restraint at supports to ensure lateral stability. Results Summary Deflection Reaction(Ibs) Shear(Ibs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 586 580 1949 U695(0.21) U558(0.26) Allowable 998 1230 2810 U480(0.31) U240(0.61) Indices 0.59 0.47 0.69 0.69 0.43 I9.500 i 2.500 12-7-6 Spans(ft-in-sx) Span 12-7-6 Bearings Min.Size(in) 4.37 2.00 Max.Reaction(lbs) 545 586 Max.Uplift(Ibs) 0 0 Loads Start End Tye LDF App. Location* Live Dead Location* Live Dead Uniform( lf) 1.00 Top7-10-14 2.56 0.64 12-7-6 2.56 0.64 Concentrated(lb) 1.00 To 7-8-2 185.24 46.30 - 0.00 0.00 Concentrated(lb) 1.00 To 7-8-2 -11.07 -2.77 . - 0.00 0.00 Uniform( lf) 1 1.00 To 0-0-0 1 56.25 14.06 12-7-6 56.25 14.06 *(ft-in-sx) Floor Assembly: Sheathing:. 19/32 APA Rated Sheathing(32/16),Attachment:Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: Ix4 Strapping Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 12 of 53 Page 2 of 19 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 12 of 53 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:51:25 AM Project:CARTER Job ID: Level: 1st Floor Deck Member ID:Re Address: 125 SEAPUIT ROAD OSTERVILLE Company :CARTER RESIDENCE Builder State: Code:IBC 2006 Designer:DAVID GREENLAW 9-1/2" LPI 20Plus at 16.0 oc Design Is Adequate Provide restraint at supports to ensure lateral stability. Results Summary Deflection Reaction(Ibs)I Shear(Ibs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 956 505 1071 L/1592(0.10) L/1312(0.12) Allowable 2065 1230 2810 IJ480(0.34) L/240(0.68) Indices 0.46 0.41 0.38 0.30 0.18 1 �.500 T 2.500 2-14 13-8-0 A 10-7-0 9-3-14 36-9-12 Spans(ft-in-sx San San San Span 3-2-14 13-8-0 10-7-0 9-3-14 Bearings Min. Size(in) 4.37 3.50 3.50 3.50 4.37 Max.Reaction(Ibs) 73 956 897 760 279 Max.Uplift(Ibs) -341 0 0 0 0 Loads Start End Type LDF App. Location* Live Dead Location* Live Dead Uniform( lf) 1.00 To 0-0-0 53.33 13.33 3-2-14 53.33 13.33 Uniform( lf) 1.00 To 3-2-14 55.42 13.85 16-10-14 55.42 13.85 Uniform( lf) 1.00 Top 16-10-14 53.33 13.33 36-9-12 53.33 13.33 *(ft-in-sx) Floor Assembly: Sheathing: 19/32 APA Rated Sheathing(32/16),Attachment:Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: lx4 Strapping Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions Project:CARTER Member ID:Jlc/lst Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:51:25 AM❑❑ Page 3 of 19 of the structure for which this component is intended. This analysis is valid only for the product listed. j Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 15 of 53 Page 4 of 19 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 15 of 53 Version 2.0.6 Expires on 12/31/2009 Printed on 05/29/2009 at 10:51:25 AM Project:CARTER Job ID: Level: 1st Floor Deck Member ID:J3f Address: 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 9-1/2" LPI 20Plus at 16.0 oc Design Is Adequate Provide restraint at supports to ensure lateral stability. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 1028 588 1384 U933(0.19) L/755 (0.24) Allowable 2065 1230 2810 LJ480(0.37) L1240(0.74) Indices 0.50 0.48 0.49 0.51 0.32 T �.500 2.500 9-0-14 7-7-0 15-1-14 31-9-12 Spans(ft-in-sx) San San San 9-0-14 7-7-0 15-1-14 Bearings Min.Size(in) 4.37 3.50 3.50 4.37 Max.Reaction(Ibs) 285 623 1028 429 Max.Uplift(lbs) 0 -105 0 0 Loads Start End Tye LDF App. Location* Live Dead Location* Live Dead Uniform( lf) 1.00 To 0-0-0 53.33 13.33 31-9-12 53.33 13.33 *(ft-in-sx) Project:CARTER Member ID:J3f/1st Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:51:25 AM❑❑ Page 5 of 19 Floor Assembly: Sheathing: 19/32 APA Rated Sheathing(32/16),Attachment:Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: 1x4 Strapping Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This.component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report' The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 19 of 53 Page 6 of 19 Page Break»Louisiana-Pacific Corporation/LP Solutions LP Job: Design 19 of 53. Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:51:25 AM Project:CARTER Job ID: Level: 1st Floor Deck Member ID:J4j Address: 125 SEAPUIT ROAD OSTERVILLE Company :CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 9-1/2" LPI 20Plus at 16.0 oc Design Is Adequate Provide restraint at supports to ensure lateral stability. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 990 544 1225 L/1126(0.14) LJ928(0.18) Allowable 2065 1230 2810 1J480(0.34) L/240(0.68) Indices 0.48 0.44 0.44 0.43 0.26 T �8.500 2.500 13-10-14 10-7-0 5-3-14 29-9-12 Spans(ft-in-sx) San S an Span 13-10-14 10-7-0 5-3-14 Bearings Min. Size(in) 4.37 3.50 3.50 4.37 Max.Reaction(lbs) 401 990 636 199 Max.Uplift(lbs) 0 0 47 -59 Loads Start End Tye LDF App. Location* Live Dead Location* Live Dead Uniform( It) 1.00 To 0-0-0 1 53.33 13.33 29-9-12 1 53.33 13.33 *(ft-in-sx) Project:CARTER Member ID:J4j/1st Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:51:25 AM❑❑ Page 7 of 19 Floor Assembly: Sheathing: 19/32 APA Rated Sheathing(32/16),Attachment:Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: Ix4 Strapping Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi):3000 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 25 of 53 Page 8 of 19 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 25 of 53 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:51:25 AM Project:CARTER Job ID: Level: 1st Floor Deck Member ID:J5q Address: 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 9-1/2" LPI 20Plus at 16.0 oc Design Is Adequate Provide restraint at supports to ensure lateral stability. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 1277 711 1769 L/716(0.23) 1/616(0.27) Allowable 2065 1230 2810 U480(0.34) IJ240(0.68) Indices 0.62 0.58 0:63 0.67 0.39 1 ---;2.500 2.500 13-10-14 12-10-14 26-9-12 Spans(ft-in-sx) San Span 13-10-14 12-10-14 Bearings Min.Size(in) 4.37 3.50 4.37 Max.Reaction(lbs) 493 1277 384 Max.Uplift(lbs) 0 0 -12 Loads Start End Tye LDF App. Location* Live Dead Location* Live Dead Concentrated(lb) 1.00 To 7-8-2 -98.63 -24.66 - 0.00 0.00 Concentrated(lb) 1.00 To 7-8-2 216.01 54.01 - 0.00 0.00 Uniform( lf) 1.00 To 0-0-0 53.33 13.33 26-9-12 53.33 13.33 Project:CARTER Member ID:J5q/1st Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:51:25 AM❑❑ Page 9 of 19 *(ft-in-sx) Floor Assembly: Sheathing: 19/32 APA Rated Sheathing(32/16),Attachment:Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: 1x4 Strapping Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 27 of 53• Page 10 of 19 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 27 of 53 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:51:25 AM Project:CARTER Job ID: Level: 1st Floor Deck Member ID:J5s Address: 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 9-1/2" LPI 20Plus at 16.0 oc Design Is Adequate Provide restraint at supports to ensure lateral stability. Results Summary Deflection Reaction pbs) Shear(Ibs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 1290 719 1794 U720(0.23) U601 (0.27) Allowable 2065 1230 2810 U480(0.34) LJ240(0.68) Indices 0.62 0.58 0.64 0.67 0.40 i �.500 �1 2.500 13-8-8 12-10-14 lo 26-7-6 { Spans(ft-in-sx) San Span 13-8-8 12-10-14 Bearings Min. Size(in) 2.00 3.50 4.37 Max.Reaction(Ibs) 485 1290 1 371 Max.Uplift(lbs) 0 0 -14 i Loads Start End Type LDF A . Location* Live Dead Location* Live Dead Concentrated(lb) 1.00 To 7-5-12 208.89 52.22 - 0.00 0.00 Uniform( lf) 1.00 To 0-0-0 1 53.33 13.33 26-7-6 53.33 13.33 *(ft-in-sx) Project:CARTER Member ID:J5s/lst Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:51:25 AM❑❑ Page 11 of 19 Floor Assembly: Sheathing: 19/32 APA Rated Sheathing(32/16),Attachment:Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: lx4 Strapping Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 30 of 53 I Page 12 of 19 I Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 30 of 53 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:51:25 AM Project:CARTER Job ID: Level: 1st Floor Deck Member ID:J7u Address: 125 SEAPUIT ROAD OSTERVILLE Company :CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 9-1/2" LPI 20Plus at 16.6 oc Design Is Adequate Provide restraint at supports to ensure lateral stability. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 1259 732 1709 L/716(0.23) L/607(0.27) Allowable 2065 1230 2810 U480(0.34) L/240(0.68) Indices 0.61 0.60 0.61 0.67 0.40 j 2.500 h�l 2.500 13-10-14 10-10-14 24-9-12 Spans(ft-in-sx) Span San 13-10-14 10-10-14 Bearings Min. Size(in) 4.37 3.50 4.37 Max.Reaction(lbs) .508 1259 342 Max.Uplift(lbs) 0 0 -50 Loads Start End Type LDF App. Location* Live Dead Location* Live Dead Concentrated(lb) 1.00 To 7-8-2 222.29 -26.85 - 0.00 0.00 Concentrated(lb) 1.00 To 7-8-2 -107.38 55.58 - 0.00 0.00 Uniform( lf) 1.00 To 0-0-0 55.42 13.85 24-9-12 55.42 13.85 Project:CARTER Member ID:J7u/lst Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:51:25 AM ❑ Page 13 of 19 *(ft-in-sx) Floor Assembly: Sheathing: 19/32 APA Rated Sheathing(32/16),Attachment:Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: Ix4 Strapping Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi):3000 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 32 of 53 Page 14 of 19 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 32 of 53 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:51:25 AM Project:CARTER Job ID: Level: 1st Floor Deck Member ID:J7w Address: 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 9-1/2" LPI 20Plus at 16.0 oc Design Is Adequate Provide restraint at supports to ensure lateral stability. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 1478 924 2514 L/534(0.31) L/436(0.37) Allowable 2065 1230 2810 U480(0.34) LJ240(0.68) Indices 0.72 0.75 0.89 0.90 0.55 i 9.500 2.500 lo 13-8-8 10-10-14 24-7-6 Spans(ft-in-sx) San Span 13-8-8 10-10-14 Bearings Min.Size(in) 2.00 3.50 4.37 Max.Reaction(lbs) 592 1478 303 Max.Uplift(lbs) 0 0 -95 Loads Start End Tye LDF A . Location* Live Dead Location* Live Dead Concentrated(lb) 1.00 To 7-5-12 462.53 115.62 - 0.00 0.00 Uniform( lf) 1.00 To 0-0-0 53.33 13.33 24-7-6 53.33 13.33 *(ft-in-sx) Project:CARTER Member ID:J7w/1st Floor Deck Version 2.0.0 Expires on.12/31/2009 Printed on 05/29/2009 at 10:51:25 AM❑❑ Page 15 of 19 Floor Assembly: Sheathing: 19/32 APA Rated Sheathing(32/16),Attachment:Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: lx4 Strapping Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 35 of 53 Page 16 of 19 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 35 of 53 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:51:25 AM Project:CARTER Job ID: Level: 1 st Floor Deck Member ID:J8y Address: 125 SEAPUIT ROAD OSTERVILLE Company:CARTER RESIDENCE Builder: State: Code:IBG2006 Designer:DAVID GREENLAW 9-1/2" LPI 20Plus at 16.0 oc Design Is Adequate Provide restraint at supports to ensure lateral stability. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 817 427 808 U2100(0.06) U1750(0.07) Allowable 2065 1230 2810 U480(0.26) U240(0.53) Indices 0.40 0.35 0.29 0.23 0.14 I �.500 �f 2.500 10-7-10 9-3-14 19-11-8 Spans(ft-in-sx) San +�9'1-3-14 an 10-7-10 Bearings Min. Size(in) 2.37 3.50 4.37 Max.Reaction(lbs) 306 817 275 Max.U lift(lbs) 0 0 0 - Loads Start End Tye LDF. App. Location* Live Dead Location* Live Dead Uniform lf) 1.00 To 0-0-0 53.33 13.33 19-11-8 53.33 13.33 *(ft-in-sx) Project:CARTER Member ID:J8y/1st Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:51:25 AM❑❑ Page 17 of 19 Floor Assembly: Sheathing: 19/32 APA Rated Sheathing(32/16),Attachment:Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: lx4 Strapping Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This component analysis is based on the loads,geometry and other conditions as entered by the use and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 37 of 53 Page 18 of 19 Page Break>>Louisiana-Pacific Corporation/LP Solutions LP Job: Design 37 of 53 Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:51:25 AM Project:CARTER Job ID: Level: 1st Floor Deck Member ID:J9ac Address: 125 SEAPUIT ROAD OSTERVILLE Company :CARTER RESIDENCE Builder: State: Code:IBC 2006 Designer:DAVID GREENLAW 9-1/2" LPI 20Plus at 16.0 oc Design Is Adequate Provide restraint at supports to ensure lateral stability. Results Summary Deflection Reaction(lbs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 543 520 1705 U683(0.25) L/546(0.31) Allowable 1110 1230 2810 LJ480(0.35) L/240(0.71) Indices 0.49 0.42 0.61 0.70 0.44 �K I �.500 �5t 2.500 14-8-9 Spans(ft-in-sx Span 14-8-9 Bearings Mn. Size(in) 4.37 4.33 Max.Reaction(lbs) 497 543 Max.Uplift(lbs) 0 0 i Loads Start End Type LDF A . Location* Live Dead Location* Live Dead Concentrated(lb) 1.00 Top 12-8-2 34.96 8.74 - 0.00 0.00 Uniform lf) 1.00 Top 12-10-14 8.96 2.24 14-1-11 8.96 2.24 Concentrated(lb) 1.00 Top 14-0-15 1.06 0.26 - . 0.00 0.00 Project:CARTER Member ID:J9ac/lst Floor Deck Version 2.0.0 Expires on 12/31/2009 Printed on 05/29/2009 at 10:51:25 AM❑❑ Page 19 of 19 Uniform( lf) 1.00 To 0-0-0 53.33 13.33 14-8-9 1 53.33 13.33 *(ft-in-sx) Floor Assembly: Sheathing: 19/32 APA Rated Sheathing(32/16),Attachment:Glued and Nailed Ceiling: Gypsum board 1/2,Attachment: lx4 Strapping Bridging/Blocking: Type:None,Location:0 Concrete: Thickness(in):2,Strength(psi): 3000 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 ws C •�2�lQ..E Sa.�Y TAYLOR DESIGN ASSOC., INC. SHWrNo. PA..Bois 1313 ..� one �-- CA FORESTDALE,;MA 02644 �"� TEL/FAXc (508)-7904686 C,ECKM er DATE WAIE At tie _ _ - - - - - - _ . - ---- - .--- -- -- -- -- - - - - - -- - --- - - - --= .._. ........- ---- - -- -- --- - --- - - - - - - - -- - ..._ _ - - --- - - - ---- - - ._.. :._......_.._........._^K - - - i nit _ --- ---- - - - -- --- .._.. .....- - ---- -- - - - --- - - -7 ; -- - . . . . . . . : . . . . . . . . . . . . call b _ _ .-..... l TAYLOR DESIGN ASSOC., INC S,EErNO. P.O. Box 1313 p FORESTDALE, MA 02644 ca cuw�sr cm'r �►� TEL/FAX: (508) 7904686 CHECKMSY -A Q0hU- 61LV&c.L TMUE AYIDA : s cd : --- ------ _ ---- al _tom : _ _ - ---.. ` s: .......... - - - - - - - -- - - --- - o? =— ?Q 0 q i j 7 MAY/05/2009/TUE 11 :56 AM C-O-MM WATER DEPT. FAX No. P. 002 Centerville-Osterville-Marston Mills Water Department P.O. BOX 369 -1138 MAW STREET I t1 fi B A R N S TA B L.E OSTERVILLE,MA.SSACHUSETTS 02655 ��46 osr office of 2009 MAY -5 a.H11: 4 � � • . � BOARD OF WATER COM USSZOMRS WATERD��T. y WATER SUPRRETMNDENT TEL.No.508-428-6691 _Y I V I S i Old FAX No.508-428-3508 -VIA FAX May 5, 2009 Town of Barnstable . Building Department 367 Main Street Hyannis,Ma 02601 Re: 125 Seapuit Road, Osterville Dear Mr.Perry: Please find this letter as notice of termination of the water service at the pit to the above residence. The owner plans to rebuild and service will be restored at the appropriate time. Should you have any question please call. Sincerely, / Herbert L.McSorley Assistant Superintendent HLM/bf Cc: GO mybriefcesebIdgdcptdemo- ' '(0�J€� (:iF BAI�i�S�i�ABLE _ ,HE Town of Barnstable Regulatory Services 2w APR 10 Ali 8: 02 �^ Thomas F.GeIIer,Director Building Division — Tom Perry, Ballding Comndsslaner oiviSioN 200 Main Sctec& Hyntmis,MA D2601 office: 50&862-4038 Fox: 508-790-6230 Property Owner Must Complete and Sign This Section " If Using,A, Builder jm.fh m=.of the.subjeet ptopetcy- ._._...._.. ._ _ hereby authorize s .tp act on gay.,b ehalf,. in all matters xelative to work suthoii2e.4 by this building.petit-apptication for: - (Addtess of job) Z z 1/ o tore of Owner Date Prat Name l:d d90:60 60 60 a ,�n�ero• TOWN OF BARNSTABLE Permit NO. .....23235.... BUILDING DEPARTMENT DB;a TOWN OFFICE BUILDING Cash �r00.1 HYANNIS,MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY :' Issued to HOLBROOK R. DAVIS r Address lot #3 125 Seapuit Road, Osterville USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. f May 6 $�........................... 19..... ......... .................... ' ..... � dg� linInspector r _ TOWN OF BARNSTABLE BUILDING DEPARTMENT rA3°r TOWN OFFICE BUILDING rua HYANNIS, MASS. 02601 �o rnv►' .a r MEMO TO: Town Clerk FROM: Building Department DATE: I An Occupancy Permit has been issued for the building. authorized by Building Permit #�. 3� .............................................................................._.......... _...._................. .. ....... issued to ........... ... .. .. 4r............................................_......... M. .�. . .....__. ......w. _.. 'a - Please release the performance bond. ��.�- C���E��1 �► TA �• UCH (�^"►Arcbl�r�• (�.r21�+J>w.�1�. ' 4 t F'TiC T�.tsIG = 33C>,. i G % • 4-9 CC 6.P..0. U5 - l OCXl PC>sAl� SIT - "ust= Jol�o GAS. / Wo �TQDTAL -1:;,est6w= 4-ZS l-•pz• 1 pevP. / GEtZGDLQTICUII �t�TE :� tt.! 'Lhtl�:! 02 LBSS. Airtic, lqT3A . 1 } ;� � r. �' `"� �;, ic�:� t .�� • fit° Ir tCt 41 f Iwv i T'AP.-ttc GAL. ID1 �HJ W rr41 R.i 1 WASwfED . ST0wE C-EV-TIp EC) pE O-T- V:::NL_ A." Nv Watt C_i;1ZT. i V= T J4AT` Tt-�G ��7{jP�" Scan,vof 4�L >,i`s 1-1 E.??t;t�t�1 Glavli?L�(S Win 2 Tt-t S i D Cc-Li 1�1 �.c�c� S+r�`ll,nc cL >~G C�J i��,iic�u-E-�, o it �►-�t=- �--d� 3 Ut4TG , '�.✓ L1OT L.ASi~L7 Ut.J A." �t.l�Sf �,�ltt t-1i icJt:./t om T14C� tj�rii=T'�i riI4cWLX> (',U- U�,C 1 Iis ��C-_1 �=C:MI►1t.-_ LOT L-.iwra ;; ---�—,.� �`�-�.•C3��X�. Y�V� '� i f V. i II ! .t (i r t• mow` C. WIUJAAI' - ;j M r E N ; ' �EQTtF1ED pLOT PL.l�t�1 p No. 19334 — � �/s,E.R``U��• OCAS IO" ; L T ' ) ScALC �= 1GY� bQ•Tl= G Z.'J cad C6ZZTIPY THAT TINE 7W,W-0OQ 'St4OWW t �t_Q►IJ 'R�F'cczcl.lG� °s %4r-ZEa►4 CoAAPLYS WIT14 TWE 51'CrE.t.IWC-- ' Awt> SET$ACK VC-4WIZE,htE"Tep OP TWA 7cwl t o FSP S�4e L,�. • -Z,14U ��,Ucz v la,4XTMvz. F-- Inc. REG1 'cciZcm.D LA1.ic7 SU ev�.�(o t�S C7LA1J 1S �.10T BL ,Ep 064 AN OS?E2V1l.tt o . ISrCASS� lLlyf�cl�Ei.1T Suzvc,{ ¢TiAL oFCSi=TS 4'40vJl.a ' APPLI GAi j � hlGT' C uy5Lc To Derr-.2.k/iWt : LOT. LlWa'- Assesspr's-mdp and lot number ..... -;C/,- THE Sewage Permit numb 0.......................I u er .... . SEM SYSTM MUST erz UANC DABS -TABLE, .......House number .. ................................................... IN W AB .. N & WMT=MP0 U039.p,,j A, DE AND TOWN Of BAIN"ItTXWONS BUILDING INSPECTOR APPLICATIONFOR PERMIT TO .................... ..................... ............... ........................................................... TYPEOF CONSTRUCTION ............................................. .......... ............ .... ................................................. ........... ........ ............ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........ ..... ............. ................ 3............................................................. .. . ......Proposed Use ........ �._.q ........................................................................................................................................ ................................Fire Dist ................................................................... Zoning District ........................... ......... District ..... Name of Owner ... ............Address .......&§0- ............................ ..�. 4....... Name of Builder ... ................Address ..... .0........ ........... Name of Architect A.02ra...............Address .... . .... .................... Number of Rooms ......... ..............................................-...Foundation ..... . .................................................... Exterior .... .....................................................Roofing ..............e4l ae'L..... ............... Floors .... .. .........................................Interior ...... ...................................................................... Heating ...................f.. ... ... ........Plumbing ...............�4.............................................................. I a-N F- . 10 Fireplace ..........3....................................................................Approximate Cost ..................1�10 Definitive Plan Approved by Planning Board ------------------------------19--------- Area ..... ...... ... W...... Diagram of Lot and Building with Dimensions Fee ..... .. ............................. SUBJECT TO APPROVAL OF BOARD OF HEALTH JJ I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...... ............................ Davis, Bo}brookIl. (� 23235 l l/2 (A. . Permit for ----��—..�.� �—. � " ~ ^ _ aio�Ie family dm�Ql.' - ' ~ ' V--------'—'--'------------'� 125 - � ' Location --.,-----.�----^-------.. - ' Oa�er�il�e - �� _-------��������.����----------- . ^ BoIbr�m�uvvnar R. Davis J ------------^--------'' frame Type of C6nxtruchon -------------- --.. �.............................................. —�------ ' #� pl� �� - '�� �,n------.'.. —._—.� ----,. Jo�� �� �l ' �. Peen,it Granted ------------,—l9 - . Date of |nspechon ------------]Q ' ' .� -' ""'= C" "p='=" 11 v^ ��� � ~� ' . -. P REFUSED ELL ~ ` ' ,— lV . ' ^ --..` ------------.".. a� ' � ............. -------------'' -� . . . ............ .�� --------"--^--.. � ` .—^—'`o�' ^~x.^^'^^^—^'--'--^--'—~' ' ` M. .' Approved ......... 19 ~ —^-------^'----^^'----------- ~ l .-----------------------..... ' � ~^ Assessor's map and Jot number Sewage,Permit number .... ..... d`` ♦� BAWSTABLE, i House number .........C.. '^:5...........................:......................... o 14AS 03 0 M a�0 TOWN OF BARNSTAELE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ` + !t� ...:. .... ................ ............ .... .... TYPE OF CONSTRUCTION ........................... ........................ .....!'?....... ............................................ V 1 — TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for/Ia permit according to the following information: Location ........5��•P,u% /1............Q. .Tel v:l. :.... /a. T . ....:... ProposedUse .......O.L,.r.j2t. ..................................... ................................................................. ....................... ZoningDistrict .....................`-1.�.............................................Fire District .............................................................................. Name of Owner ...I7.,1,7 "1?1.�.�7r ... .. .�1.��./5.............Address ......./...�./. r . —r..72...... PN�� ........ ' J , Name of Builder ...!"44...At:l! . �!+.................Address .....�.....J� A Name of Architect XAA. .........................................Address ....� �i� /Y'C. .� ...........................................c..a Numberof Rooms ......... ..................................................Foundation .....!".6e_^. <_A.............................................. v, Exterior 4.n�, n,()J�� S ...Roofing &�Q........�.X.-�!+fn,...... .. C.<.�- �Y'n Floors . ► ...... ..........................................Interior ................ ............................................._ Fireplace ..:...... .....................:..............................................Approximate Cost ..................�.f........................................ Definitive Plan Approved by Planning Board ________________________________19-------- . Area .......................................... Diagram, of Lot and Building with Dimensions Fee SUBJECT TO 'APPROVAL OF BOARD OF HEALTH �6 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ......... . ,y ..J����, ?........................... T' Davis, Holbrook R. A=118-121 No ....... Permit for ........ ............................... ...... Location ..........125 Seapuit Road ...................................................... ...........................Osterville .................................................... Owner ...........Holbr.o.ok..R.....Day.i.s....... ........... ........... . .... Type of Construction ........frame.... .................... .....................................................................I............ Plot ............................... Lot ...........#3.................. Permit Granted ........June..............25..................19 81 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED........ .............................. ... ./!./y�T 9 .......... . ................................ ................................................................................ 0- ............................................................................... nc) Approved ................................................. 19 ............................................................................... ................. .............................................................. ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE . 1. THIS SYSTEM IS'GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT . LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY-BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI_ POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS -UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W. WATT - 3R NEMAWATT 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION X ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS • REV A NAME DATE COMMENTS f. UTILITY: NSTAR Electric (Boston Edison) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER J B-0 2 61710 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE CARTER JACK Daniel Meehan BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: CARTER RESIDENCE ,501arCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 125 SEAPUIT RD 19.08. KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES OSTERVILLE, MA 02655 n St Martin Drive Building 2 Unit THE SALE AND USE OF THE RESPECTIVE (72) Hanwha Q—Cells # Q.PRO G4/SC 265 SHEET: REV DATE Marlborough,MA 01752 SaIARgTY EOUIPMENL WITHOUT THE WRIT117J INVERTER: PAGE NAME T_ (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 5087379055 PV 1 9 1 2015 COVER SHEET / / (686)-sal—aTY(765-2489) www.salarcl+xcom • ' . PITCH: 20 ARRAY PITCH:20 MP1 AZIMUTH: 167 ARRAY AZIMUTH: 167 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 40 ARRAY PITCH:40 M02 AZIMUTH:258 ARRAY AZIMUTH:258 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 40 ARRAY PITCH:40 MP3 AZIMUTH:78 ARRAY AZIMUTH:78 MATERIAL:Comp Shingle STORY: 2 Stories R E I jc rb.ara.a Y M 1 3 y LEGEND p OF 0 (E) UTILITY METER & WARNING LABEL INVERTER W/ IIJTEGRATED DC DISCO N G Ins & WARNING LABELS Z � co © DC DISCONNECT & WARNING LABELS Vr ow 9�.osF /S N����� © AC DISCONNECT & WARNING LABELS ETWM NALwl 9/01/2015 O DC JUNCTION/COMBINER BOX & LABELS Digitally signed by O DISTRIBUTION PANEL & LABELS Nick Gordon Date:20,1 S 09.01 Lc LOAD CENTER & WARNING LABELS 14:54:33-07'00' v,. O DEDICATED PV SYSTEM METER 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR ——— CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED 3 -2 r,_ C ' J INTERIOR EQUIPMENT IS DASHED 0C DC — ®ES SITE PLAN N a Scale:1/16" = 1' W ' 01, 16' 32'16 E S J B-0 2 61710 00 PREMISE OWNER DESCRIPTION: DESIGN: (I: ' CONFIDENTIAL— THE INFORMATION HEREIN JOB NUM CONTAINED SHALL NOT BE.USD FOR THE CARTER, JACK CARTER RESIDENCE Daniel Meehan � BENEFIT OF ANYONE EXCEPT SOIARCITY INC., MOUNTING SYSTEM: •.S ,„S��a�C�ty NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 125 SEAPUIT RD 19.08 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS [MODULm- OSTERVILLE, MA 02655ORGANIZATION, EXCEPT IN CONNECTION MATH24 SL Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (72) Hanwha Q—Cells # Q.PRO G4/SC 265. PACE NAME:- SHEET: REV. DATE Marlborough,MA 01752 SOLARgTY EQUIPMENT, WITHOUT THE WRITTEN INVERTER, T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 5087319055 SITE PLAN PV 2 9/1/2015 (BW)-SQL-CITY(765-2489) mm.ealaraity.aam + S1 4" (E) LBW A SIDE VIEW OF MP1 NTS MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED i PORTRAIT 48" 19" 1 RAFTER 2x10 @ 16"OC ROOF AZI 167 PITCH 20 STORIES: 2 ARRAY AZI 167 PITCH 20 C.I. 2x8 @16"OC Comp Shingle 4" 11'-10" (E) LBW B SIDE VIEW OF MP2 NTS • MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 17" RAFTER 2x10 @ 16"OC ROOF AZI 258 PITCH 40 ARRAY AZI 258 PITCH 40 STORIES: 2 C.). 2x10 @16"OC Comp Shingle S1 11'-10" 01 NOF � (E) LBW oo N C SIDE VIEW OF MP3 NTS �Q _ MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES s`s NAL N6 LANDSCAPE 72" 24" STAGGERED 9/O1/2015 PORTRAIT 48" 17" RAFTER 2x10 @ 16"OC ROOF AZI 78 PITCH 40 STORIES:.2 ARRAY AZI 78 PITCH 40 C.I. 2x10 @16"OC Comp Shingle CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 61710 00 PREMISE OWNER. DESCRIPTION. DESIGN. CONTAINED SHALL NOT BE USED FOR THE CARTER, JACK BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SMEM: CARTER RESIDENCE Daniel Meehan A=.,rSolar'Ci y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 125 SEAPUIT RD /�\ PART TO OTHERS OUTSIDE THE RECIPIENTS COn1 Mount Type C. 19.08 KW PV ARRAY " ORGANIZATION. EXCEPT IN CONNECTION WITH MODULES: OSTERVILLE, MA 02655 24 sL Martin Drive,Building Z Unit 11 THE SALE AND USE OF THE RESPECTIVE (72) Hanwho Q—Cells # Q.PRO G4/SC 265 SHHfT: REv: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN INVERTER PAGE NAME T: (650)635-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. MUltI le Inverters 5087379055 STRUCTURAL VIEWS PV 3 9/1/2015 (888)-SOL-CITY(765-2489) www.solarcity.corn ' GRADE COMPACTED BACKFILL PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER ' IN' IIJJ�_ 1 ' I ! I -- I� III`i. & FENDER WASHERS 6 iI , ! I I 1� � UNDISTURBED SOIL LOCATE RAFTER, MARK HOLE 8" nr,. - �� ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT CL Ilili �l!Ili - i �' — lit HOLE. ZEP ARRAY SKIRT (6) 4 C(2)FSIAL PILOT HOLE WITH — , ll RED WARNING TAPE ( ) OLYURETHANE SEALANT. W/ TRACE WIRE ZEP COMP MOUNT C N ZEP FLASHING C (3) (3) INSERT FLASHING. APPROVED BACKFILL (E) COMP. SHINGLE (4) PLACE MOUNT. SCHEDULE 40 PVC (1) CONDUIT (E) ROOF DECKING (2) INSTALL LAG BOLT WITH o 3" 3" 5/16" DIA STAINLESS (5) (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES WITH SEALING WASHER INSTALL LEVELING FOOT WITH TRENCH DETAIL (6)(2-1/2 EMBED, MIN) BOLT & WASHERS. Scale. 3/4 —1-0 (E). RAFTER 1 STANDOFF �H OF • NG L SS NAL EN 9/01/2015 J B-0261710 00 �°" OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: \\\p� CONTAINED SHALL NOT BE USED FOR THE CARTER, JACK CARTER RESIDENCE Daniel Meehan �:,;So�arCi ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: o, NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C .125 SEAPUIT RD 19.08 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MDIwIEs OSTERVILLE MA 02655 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (72) Hanwha Q—Cells # Q.PRO G4/SC 265 PACE NAME SHEET: REV: DAIS Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN �� T. (650)838-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 5087379055 UPLIFT CALCULATIONS PV 4 9/1-/2015 (888)-SOL-OTY(765-2489) www.solarcitycom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #6 GEC TO TWO N GROUND Panel Number:QOC40US Inv 1: DC Ungrounded �E GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number.60 601 116 Inv 2: DC Ungrounded INV 1 -(t)S�r;U00 5244OV,975o A VOWec" and ZB,RGM,AFq -pz)Hanwha Q-Cells #.Q.PRD G4JSC 265 ELEC 1136 MR PV Module; 265 , 241.3W TC, 40mm, Blk Frame, H4, ZEP, 1000V Underground Service Entrance Tie-In: Supply Side Connection INV 2-(1)SOLAREDGE gSE1140OA-USOOO�IR L�ppgg e Inverter, 1140OW, 24OV, 97.5%; w�lJnheA&co and ZB, RGM, AFCI Voc: 38.01 Vpmax: 30.75 INV 3 1 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL SolarCity E; 20OA/2P MAIN CIRCUIT BREAKER(E) WIRING CUTLER-HAMMER BRYANT Inverter 1 CUTLER-HAMMER Disconnect (N) 125A Load Center 20OA/2P 13 Disconnect 12 10 SOLAREDGE 1 DC+ - D 90A SE5000A-USOOOSNR2 DC MP 1: 1x11 F E 30A/2P zaov --------- ------------ -------- -- EGC------------------1 A L1 B L2 DD+ N DG I 6 2 (E) LOADS GND EGG _ DC+ + ' F - ---- GND - -, r-------------- - GEC DG MP 1: lxll JI GND EGC--- --------- ------------ ---�---- --- G I ------------------ I } � •J I N I (1)Conduit Kit; 3/4' EMT SolarCity Inverter 2 EGCIGEC-, B 9 A 3 I li 00A-USOLAR 00 Dc+ SE11400A-USOOOSNR2 �EEGC(,,, MP 3: 1x16 /�-- I I I 60A/2P --- - - --- ----- -- --♦--- - - -- ---------- --GEC I I Lt zaov - - T-1 I I TT L2 TO 120/240V L N DG I C $ c MP 2: 1x18 SINGLE PHASE I I L_ ------------- _GG DC+ DC+ MP UTILITY SERVICE I GEC T N DG DO I EGC -- -- ----- --- ----- -- -+---- ---EGC ---------- -- , I I I = I I (1)Conduit Kit; 3/4' EMT UNDERGROUND TRENCH SQUARE D _ = Disconnect PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP j TT S(2)Ground Rod; 5/8' x 8', Copper (1)CUTLER-HAMMER #DG223NR8 �j (1)SQUARED HU361R8 Q (2)SolarCit 4 STRING JUNCTION BOX O+ -(2)ILSCO/[PC 4/0-2/0 D Disconnect; 1OON 24OVac, Fusible, NEMA 3R AC ✓ Disconnect; 30A, 60OV, NEMA 3R ^ 2x2 STR GS, UNFUSED, GROUNDED DC Insulation Piercing Connector, Main 4/0-Z Tap 2/0-6 -(1)CUILER- AMMER g DG100NB Ground�Neutral Kit 60-t00A,General Duty(DG) C (1)SQUARE D#HU362RB PV (72)SOLAREDGE 300-ZNA4AZ5 F (I)BRYANT#BR48L125RP -(i)CUTLER-HAMMER #DS16FK Disconnect; 60A, 60OV, NEMA 3R PowerBox ptimizer, 300W, H4, OC to DC, ZEP Load Center, 125A, 120/24OV, NEMA 3R pass R Fuse Kit -(1)CUTLER-HAMMFJ2 S BR230 -(2)FERRAZ SHAWMUT III TR90R PV BACKFEED OCP -(1)Conduit Kit.1'PVC, Sch. 40 nd (1)AWG g6, Solid Bare Copper Breaker, 30A 2P, 2 Spaces Fuse; 90A, 25OV, Class RKS -(1)CUTLER-HAMM #BR260 -(1)Ground Rod:.S/8' x 8', Capper Breaker, 60A 2P, 2 Spaces E (1)CUTLER-HAMMER #DG323UG8 (N) ARRAY GROUND PER 690.47(D). NOTE: PER.EXCEPTION N0..2, ADDITIONAL S Disconnect; 100A, 24OVac, Non-Fusible, NEMA 1 (2)AWG#10. PV Wire, 600V, Black Voc* =500 VDC Isc =15 ADC SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE - 1 CUTLER- ,tMMER p DG100N8 +' ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF E ELECTRODE AS SERVICE EQUIPMENT AND SHALL BE RA110) PER NEC. ( ) Ground�leutral Kit 60-100A, General Duty(DG) S (1)AWG�6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.96 ADC ( ) ©�(I)AWG#3, THWN-2, Black (� 1 TAWG#10, THWN-2, Black 1)AWG#10, THWN-2, Block Voc* =500 VDC Isc =15 ADC (2)AWG#10, PV Wire, 600V, Black Voc* =500 VDC Isc =15 ADC (1)AWG #3. THWN-2, Red - ®L=L(1)AWG#10, THWN-2, Red - O' _ = O (1)AWG (1)AWG#3. THWN-Z White NEUTRAL Vmp =240 VAC Imp=68.5 AAC LPL(1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=21 AAC ���. . . (1)AWG#10, THWN-2 Red Vmp 350 VDC Imp-8.22 ADC #6, Solid Bore Copper EGC Vmp =350 VDC Imp=8.22 ADC . . . .. . . . 1 AWG 0, THHN/THWN-2,.Gre . . . . . . .( . .#1, en. EGC . ._ . . ..-(1 AWG 16- 111"77,_Green •• EGC/GEC•-(1)CC#JDUIT KIT :.. . . . .. . . .. .-(1)AWG#6,.THWN-2,,Green , , EGC/GEC.-(1)Conduit.Kit;•3/47.EMT.._ . ,_ • , . � (i AWG#10, TH14N-Y, Slack Voc* =500 VDC Isc =15 ADC w (2)AWG#10. PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC 1)AWG , THWN-2, Black 1 z 10 EMT C66dUR O ( ) # p= O (1)AWG#6 Copper P p=�( i3 (1)AWG THWN-2, Black (I)AWG 10, 1NWN-2, Red Vmp =350 VDC Im 8.22 ADC 1 AWG , Sdid Bare Co er EGC Vm =350 VDC Im -8.22 ADC ©Iv F(1)AWG 13, 1HWN-2 Red ©�(1)AWG#6, THWN-2, Red . . . .. . . . 0 AWG#10, 7HHN/THWN-2,•Green. EGC. . .. . . .. .. . . .. . . . . . . . . . . . . . . . . . . . . . . (1)AWG 13, THWN-2, White NEUTRAL Vmp =240 VAC Imp=68.5 AAC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=47.5 AAC (1�AWT#6, THWN-2, Black Voc* =500 VDC Isc =30 ADC (2)AWG#16, Pv.Wre, 600V, Black Voc* =500 VDC Isc =15 ADC .• . • , ,-(1)AWG#6,,Solid Bare,Copper, GEC. . , .-(1)COJVDUIT KIT -(1)AWG #6,.1HWN-2,.Green , . EGC/GEC.-(1)Conduit•Kit;,3/4'.EMT• • _. f T PUIT EMT ConduR . ' ' ' (1)AWG#6, THWN-2 Red Vmp =350 VDC Imp=25.41 ADC 3 (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.96 ADC (1 AWG 10 THHN WN-2 Green EGC . p�(1 AWG#10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG. * . P. Wire, 600V, Black Voc* =500 VDC Isc =15 ADC O Is*L(1)AWG #10, THWN-2, Red Vmp =350 VDC Imp=11.96 ADC ® (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=13.45 ADC CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER J B-0 2 61710 00 PREMISE OWNER: ILL DESCRIPTION: DESIGN: CONTAINED MALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEI CARTER, JACK CARTER RESIDENCE Daniel Meehan i SolarCity.NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 125 SEAPUIT RD 19.08 KW PV ARRAY /�\ PART TO OTHERS OUTSIDE THE RECIPIENTS MA 02655 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: OSTERVILLE, 24 St Martln Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (72) Hanwho Q-Cells # Q.PRO G4/SC 265 SHEET REv: DATE MaAbwough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN w�� PAGE NAME T (650)638-1o28 F: (650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 5087379055 THREE LINE DIAGRAM PV 5 9/1/2015 (888)-SOL-CITY(765-2489) www.sciarcity.com ELECTRICAL CALCULATIONS String and 2 Combined Strings Module Type: Module Count: Icont = (Amps): Hanwha Q.PRO G4 265 72 15 Branch Circuit Individual MPPT 2 strings per Branch A -strings per Branch B 18 modules per series string modules.per series string String Branch A Branch B Conductor: Conductor: Conductor: Icont * 1.25 = (Amps) 15 .37.5 30 deg C ampacity = 40 55 PV Wire Size: AWG #10 AWG #6 Icont = (Amps) 15 30 Start ampacity 40 55 Temperature derate (%=F) 0.82 0.'82 Conduit fill derate (%_#) 1 0.8 Derated ampacity 32.8 36.08 Icont * 1.25 = (Amps) 15 37.5. Ampacity 40 55 Inverter Output Inverter Type: Inverter Count: Total SolarEdge 11400 AFCI.RGM 1 Icont = (Amps): SolarEdge 5000 AFCI RGM 1 68.5 Icont * 1.25 = (Amps) 85.62 OCP Size = 90 Conductor 3: AWG #3 THWN-2 Icont * 1 .25 = (Amps) 85.62 30 deg C ampacity = 115 Icont = (Amps) 68.5 Start ampacity 115 Temperature derate (%=F) 0.91 Conduit fill derate Derated ampacity 104.65 Icont * 1.25 = (Amps) 85.62' Ampacity 100 J B-0 2 61710 0 Pam"° °"�'Q2 oE�rnPnoN DESIGN:. CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: CONTAINED SHALL NOT BE USED FOR THE CARTER, JACK CARTER RESIDENCE Daniel Meehan �: �t�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: A�.v ,;SOlafC� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 125 SEAPUIT RD 1 U8 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES OSTERVILLE MA 02655 24 SL ORGANIZATION, EXCEPT IN CONNECTION PATH Martin Drive,Building$,Unit 11 THE SALE AND USE OF THE RESPECTIVE (72) Hanwha Q—Cells # Q.PRO G4/SC 265 , PACE NAME SHEEL REV DATE Marlborough,MA 01752 SOLARCITY EOUIPMENT, WITHOUT THE WRITTEN N�� T: (650)638-1028 F.. (650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 5087379055 ELECTRICAL LOAD CALCULATIONS FUdCalcs 9/1/2015 (M)_Sa-CITY(765-2489) ww..solarcity.com WARNING:PHOTOVOLTAIC POWER SOURCE Label Location: Label 'n: Label Location: Code:Per WARNING 'WARNING ELECTRIC SHOCK HAZARD Code: ELECTRIC SHOCK HAZARD •d NEC 0 NEC 690.17.E ' Label Location: TETRMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE TO BE USED WHEN LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND PHOTOVOLTAIC DC - Code: IN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED . NEC • DISCONNECT " .•0 Label Location: Labe-- - - - on: -- PHOTOVOLTAIC POINT OF --- • MAXIMUM POWER- ' INTERCONNECTION Per Code: _ POINT CURRENT(Imp)_A- Per Code: • UVARNING: ELECTRIC SHOCK 690.54 HAZARD. DO NOT TOUCH - - MAXIMUfv1 POWER- VNEC 690.53 BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM�V N1AY BE ENERGIZED IN THE OPEN VOLTAGE(Voc) _ _ POSITION.FOR SERVICE _ _ SHORT=CIRCUIT A DE-ENERGIZE BOTH SOURCE - CURRENT(Isc) _ AND NIAIN-BREAKER._ PV POWER SOURCE MAXIAIUM AC A OPERATING CURRENT MAXINIUNI AC .. • • OPERATING VOLTAGE V WARNING ' Code:Per NEC ELECTRIC SHOCK HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED .• • • CONDUCTORS N1AY BE CAUTION UNGROUNDED AND ENERGIZED • DUAL POWER SOURCEPer Code: SECOND SOURCE IS NEC 690.64.B.4 PHOTOVOLTAIC SYSTEAA Label • • WARNING ' Per Code:ELECTRICAL SHOCK HAZARD _• DO NOT TOUCH TERMINALS 690 ' CAUTION Label • • TERMINALS ON BOTH LINE ANDPer Code: NEC LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM 690.64.B.4 IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS AUNAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • Per WARNING Code: Label INVERTER OUTPUT Location: NEC • CONNECTION • PHOTOVOLTAIC AC • DO NOT RELOCATEDisconnect DISCONNECTPer • THISODEVCERRENTConduit NEC 6.0 :. (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Labell-ocation: (INV): Inverter With Integrated DC Disconnect MAXIMUM AC A ' '• OPERATING CURRENT Load Code:Per MAXIMUM AC OPERATING VOLTAGE VNEC 690.54. r• Point of. • • 1 1 1' 1 1 1 1 1 /• :7 1 1' i• / •'• 1' MUNI1 • 11 1 San Mateo,CA 94402 LabelS1 1' 1 1 7• 1 ll •' 1' 1 _ ' 1 1 1638-1029 10 • r 1 1 7 1 7 \1 / 1 '• ® Next-Level PV Mounting Technology ''�SOIafCI ® Solar Next-Level PV Mounting Technology w SolarCity I ZepSolar 9 gY ty I p Zep System - Components for composition shingle roofs "f"K � `'�..vp-roof. <Ground Zep Intertba MY sw shmnl I ZM compaliblc w Modulo Zcp Orawc —� .Rool Aeidsncd • Array sort c. , Q�,OMPATj Description , ti r v PV mounting solution for composition shingle roofs °gMPar Works with all Zep Compatible Modules o • Auto bonding UL-listed hardware creates structual and electrical bond • Zep System has a 1JL 1703 Class"A"Fire Rating when installed using UL LISTED modules from any manufacturer certified as"Type 1"or'Type 2" Comp Mount Interlock Leveling Foot Part No.851-1382 Part No.850-1388 Part No.850-1397 Listed to UL 2582& Listed to UL 2703 Listed to UL 2703 l Specifications Mounting Block to UL 2703 Designed for pitched roofs 1 Installs in portrait and landscape orientations . • Zep System supports module.wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 ` Engineered for spans up to 72"and cantilevers up to 24" Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL,listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com , zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep.Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty..The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com: responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 1 of 2 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 2 of 2 • solar=@@ solar=@@ :. SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 P3SO P400 Module Add-On For North America (for6o-ceII PV (formodules) (f modules PV . modules) modules) _ modules) P300 / P350 / P400 • INPUT Ratedlnpu[DC Power•o 300 350......................400...............W...... .......................................................................................... Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc .............................................................................. -" - MPP7 Operating Range 8.48 8 60 8 80 Vdc = • Maxtmum Short Grcuit Current(Isc) 10 Adc Maximum DC Input Current 12,S Adc - - -, n :�,', Maxtmum Efficiency............................................. ............................................................................ ...%..... ......................................................................................................... ...... .................................... .. ... 'r•' `+Y Weighted Efficiency 98.8 % • _ '• .......................................................................... .................................... ............................... .......... Overvoltage Category 11 OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current............... ..... . 15 Adc . .............. .................................. ... ................................... .... .. Maximum Output Voltage 60 ___ Vdc • OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) •� - - - Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class a,IEC63000-6-2,IEC61000-6-3 .............................................................................................................................................................................. ,¢• q �1 l Safety IEC62109.1(class II safety),UL3741 .- ROHS................................................................ ........ Yes ................. .......... INSTALLATION SPECIFICATIONS ' ,; .,- Maximum Allowed System Voltage Vdc Dimenslons(WxLx H) 141x212z40.5/5.55x8.34x1.59 mm/In ` ,.r'`:- Weight lincluding rablesl..................................................................................950/2:1......................................6r/!b... - - �` Input Connector MC4/Amphenol/Tyco • << Output Wire / r Double Insulated;Amphenol .Type................Connecto.... ................................................................ i Output Wre Length.................................................... 0.95/3.0 1.2/3.9 m/ft . .. ..........................I.......................1.2/........................................ Operating Temperature Range �-40-+8S/-40-+185 •C/'f .............................................................................................................................................................................. Protection Rating ................................IP65/NEMA4 Relative Humidi ....................................0:. mna.a srcpw<.or me moewe.mromew.o�sx w...we-M.aa.�ea. .... .. I PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE INVERTER 208V 480V PV power optimization at the module-level Minimum Strin Len h PowerO timlzers 8 1.0 18 — Up to 25%more energy Maximum 5[rin Len h(Power O dmiz!n). 25 25 50 — Superior efficiency(99.5%) Maximum Power per String 5250 600D 12750 W Parallel Strin s of Different Len hs or ONentations Yes — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading """"""-"""""""""""""""""""""""" — Flexible system design for maximum space utilization — Fast installation with a single bolt - Next generation maintenance with module-level monitoring ' - Module-level voltage shutdown for installer and firefighter safety t USA - GERMANY - ITALY FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us r MECHANICAL SPECIFICATION Format 65.7 in x 39.4 in x 1.57 in(including frame) (1670 mm x 1000 mm x 40 mm) • Weigh - 44.09 111(20.0 k6) •_ t ••��.-'a•e'•* -a r Front Corer 6.13 in(3.2 mm)thermally pre-stressed glass- ��,• with anti-reflection technology - - - - Back Cover Composite film - •ram"�� -„ ' - -�� Frame Black anodized ZEP compatible frame _ - Y� Cell 6 x 10 polycrystalline solar cells - - _ f )unction box Protection class IP67,with bypass diodes C � _ _ _�•,• �i�'-7�� able, - 4 mmr Solar cable;(+)zA7.24 in(1200 tutu),(-)zA7.2A in(1200 tutu) F••",Y�-„�!� Connector_ Amphenol,Helios H4(IP68) - -•,Z©`IO1`"�' � [ QELECTRICAL CHARACTERISTICS • 1 PERFORMANCE AT STANDARD TEST CONOITIONS(STC:1000 WAna,25-C,AM 1.5G SPECTRUM)' POWER CLASS(+5W/-OW) �IW] 255 260 265 ; I Nominal Power' P• -[W] t 255 260 -' - __ 265 Short Circuit Current Ia [A] 9.07 9.15 9.23 • ' • , • ' ' open Circuit Voltage - -- _ - -- - V. IV) --_ - __ - 37.54 - -- -- 37.77 ^• 38.01 Current P,,,nt I,� [A] _ 8.45 _ _ 8.53 8.62 Voltage at Pw V„„_ IV] 30.18 30.46 30.75 The new Q.PRO-G4/SC is the reliable evergreen for all applications,with - -- - Efficiency(Nominal Power)- _n 1%] a15.3 2!15.6 - a15.9 ) a black Zep CompatibleTM frame design for improved aesthetics, opts- PERFORMANCEATNORMALOPERATING CELL TEMPERA E(N TUROCT:80_O W/ma,4573'C.AMI.SGiPEI5TRUMY�_ th r POWER CLASS `~T y~yy~•IWI T 255 - �260 2651 mized material usage and increased safety.The 4 solar module genera- _ _ _ _ _ _ _ __. _ _ - . tion from Q CELLS has been optimised across the board: improved output "anti^a!Pawer' P,, (W) _ 188.3 192.0 195J Short Circuit Current Iu [A] 7.31 7.38 7.44 yield, higher operating reliability and durability, quicker installation and Open Circuit Voltage V. IV] 34.95 35.16 35.38 more intelligent design. Current at P- I- [A1' 6.61 6.68 6.75 Voltage at V_ [V1 28.48 j 28.75 'Measurement tolerances STC:t3%(P_);t 10%(Ia,V-,I,®,V„d 'Measurement tolerances NOCT:s5%(Pd;t 10%(1-,vs,I„�,V, ) INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASINGELLS GLASS TECHNOLOGY PERFORMANCE - ` - - ` - _ - -�- - O C WARRANTY PERFORMANCE AT LOW IRRADIANCE _ •Maximum yields with excellent low-light •Reduction of light reflection by 50%, _ . m �ornu At least 97%of nominal power during M 16''-'r--r--r--r--r-.--.--T r and temperature behaviour. plus long-term corrosion resistance due "- -e.m m w..,v first year.Thereafter max:0.6%degra- � ;_ ' ' - '__'__ " _........ .... .. rm m ....................._- .dalion per year. � -� , •Certified fully resistant to level 5 salt fog to high-quality At lent92%of nominal power after • '__ __ __ _____,__�__�__ __� •Sol-Gel roller coatingprocessing. io yastE P g �,•• At least 83%of nominal power after m ENDURING HIGH PERFORMANCE a 25years. •Long-term Yield Security due to Anti' EXTENDED WARRANTIES All data within measurement tolerances. m em t Full warranties in accordance with the PID Technology',Hot-Spot Protect, •Investment security due to 12-year warranty terms of the O CELLS sales MMIANCE IWIWI organisation of your respective country. ' and Traceable Quality Tra.QTM. product warranty and 25-year linear .�. rr ms The typical change in module efficiency at an irradiance of 200 W/m'in relation •Lang-term stability due to VDE Quality performance warranty2. n�m'•�4«m'•' to 1000 W/m'(both at 256C and AM 1.5G spectrum)Is-2%(relative). Tested-the Strictest test program. _ --_ ' r TEMPERATURE COEFFICIENTS(AT IOOOW/M1,25°C,AM 1.5G SPECTRUM) QCELLS w Temperature Coefficient of Iu p a [%/K] -+0.04 Temperature Coefficient of Vic P _ P 9 [%/K) -0.301 SAFE ELECTRONICS TOP BRAND PV- Temperature Coefficient of P,,,, V [%/K]v -0.41 NOCT ['F] 113 t 5.4(45 t 3°C)I •Protection against short circuits and PROPERTIES" '' SYSTEM DESIGN thermally induced power losses due to 2015 w. Maximum System Voltage Va IV] 1000(IEC)/1000(UL) Safety Class Y II ) a breathable junction box and welded M az]mom Series Fuse Rating ,[A OC] 20 Fire Rating C/TYPE I t^.-_, - __ __ _ __ _ _ 1 . Maz Load(ULY [Ibs/fl'] 50(2400 Pa) Permitted module temperature -40°F up to+185-F , cables. _ _ on continuous duty (-40°C up to+85°C) ' W r Phnfnn Load Rating(ULp [Ibs/1121 50(2400 Pa) 'see installation manual - Quality Tested r CACEUS ' L 1 1 1 GING INFORMATION : I Best poberlmallin• 1 , 1 ' •, , _ I w am'a UL 1703;VDE Quality Tested;CEcompliant; Number of Modules per Pallet - 26 '°'�""°•'m IEC 61215(Ed.2);IEC 61730(Ed.l)application class A ID.40032587 ! Number of Pallets per 53'Container 32 THE IDEAL SOLUTION FOR: �' [/ (/� ® s`pMeq',s Number of Pallor per 40 Container - . 26 s ®Rooftopiden arrays on GO=Pori �vE \ \ Pallet Dimensions(L x W x H) 68.7 in x 45.0 in x 46.0 in yt residential buildings 6 c m,.,lrs '�ao0�'ce` (1745 x 1145 x 1170 tutu) ' m m Pallet Weight 1254 lb(569 kg) o rFp 0v NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of APT test conditions:Cells at-1000V against grounded,with conductive metal foil covered module surface, cOMPP•� this product.warranty void if non-ZEP-certified hardware is attached to groove in module frame. ' 25-C,168h 2 See data sheet on rear for further information. Hanwha d CELLS USA Corp. 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA 1 TEL+1 949 748 59 96 1 EMAIL q-cells-usa®q-cells.com I WEB www.gcells.us Engineered in Germany G CELLS Engineered in Germany Q CELLS J solar a r=ee Single Phase Inverters for North America oIar _ SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US SE380OA-US I SE5000A-US SE6000A-US SE760OA-US I SE10000A-US I SE114WA-US OUTPUT SolarEdge Single Phase Inverters . Nominal AC Power Output 3000 3800..... ...... 9980 @ 208V 100 00.(°240V. 11400 VA ..... 5000 6000 7600 99 ....... .. Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA For North America . ...... ......... ....... .......... ............... .5450•�1a,240V. .. .......... . ....... .. .10950,@2.40V. ..... .. AC Output Voltage Mln:Nome Max."' / .11 _ 183-208-229 Vac SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ .COut..tVol.:...........m.-M...... ................ ............... ................. ................ ................ .................. .................. ........... AC Output Voltage Min:Nom:Max."' SE760OA-US/SE1000OA-US/SE1140OA-US 211-240-264V.. AC Frequency Min,-Nom:-Max.I!!... ...........• -... 59.3-60-60.5(with Hl country•setting.57:•60.;60.5).•.••••...... .................. ....Hz..., 24@208V �����•�-��••� � 48@208V Max.Continuous Output Current 12.5 16 25 32 47.5 A ........................................... ................ ............... ..21,�,1a•240V.. ................ ................ ...4... 240V... .................. ........... GFDI Threshold 1 A 'I ) Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT Maximum DC.. ..... . 4050 5100 6750 8100 10250 13500 15350 W .....ximu. D ........................... ................ ............... ................. ................ ................ .................. .................. ........... Transformer-less,Ungrounded Yes ........................................... ............................................ -•{' m 1 v e� �l€. Max.In ut Volta e ...............500........................................................... ...Vdc P 5 ..........t � t -Nom.DC•Input Voltage............... ...................................:........325 @.208V./350 @ 240V............................................. .Vdc.... c ......... ...... .... .,r ..... ... ..... ...33... ... Max.I nput Currentit1 9.5 13 16.5@208V 18 23 @ - 34.5 Adc ` ........................................... ................I...............I..15.5•(a1.240y.I................I................ ..30.5,�a1,240V.. .................. ........... .R Max.Input Short Circuit Current ..........................................................45 Adc.,., -. .........................it*C'u............ ............................................................ . ,� ( Reverse:Polarity Protection.......... ............. .............................. .......Yes.......................................................... ......... .......... ...... .rote...... .. .. ..... .... .. .. 6001to Sensitivity -Ground-Fault Isolation Detection ty.............. .................. .................. ........... I Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 .. • 97.5@208V - •••97@208V - ............................. ............. ... ....... . .................. ....�. ............... ........ ........ .. CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 A I .......... ........ ................ ............... ..98.�Al•240V.. . ..97.5,�a,240V.. .................. ........... ...................... ............... ................ • Nighttime Power Consumption 42.5 <4 W f I ` ADDITIONAL FEATURES ' Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) Revenue Grade Data,AN51 C12.1.... .....................................................Optional"'............:......... ......... - d + ........................................ .. ................ .................. ....... ............. .................... �• I ! Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed14' -- STANDARD COMPLIANCE _ - Safety UL1741,UL16998,UL7998,CSA 22.2 t ...rid Connection Standards' .......... .......................................................P........................... ............................... ....... ........... Grid Connection Standards IEEE1547 ........................................... _ Emissions FCC art15 class B r „ INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum.8..AWG i DC input conduit size/#of strings .. ....................3/4" ..minimum/1-2......../16-............................ ...3�4"minimum/1-2 strings�.. ......... t ( 3/4"minimum/1-2 strings/16-6 AWG AWG r2ng?............................. ........................ 14.6 AWG .. Dimensions with Safety Switch 30.5 x 12.5 x 7.2/775 x 315 x 184 30.5 x 12.5 x 10.5/ in/ ............... .... .. ........... 775 x 315 x 260 mm ................. .... .. .. .. .... ................................................... ........... ......................... ........... Weight with Safety Switch............. ..........51.2/23.2..........I...................54.7/24:... ....Natural.... ............88.4/40:1............. .ib/.!g... �-•-y- -- - - - - - _ convection Cooling Natural Convection and internal Fans(user replaceable) fan(user The best choice for SolarEdge enabled systems ............ ............................... ............................... .reptagea (e). ..................................... ......A.. ....... Noise 25 <50 dB ........................................... ................................................................... ...................................................... ...... .- Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min.-Max.Operating Temperature -13 to+140/-25 to+60(-40to+60version available's') 'F/'C - Superior efficiency(98%) .Rang?................................... .......................................................................................................................... ........... Protection Ratin NEMA 3R........................................................ ........... - Small,lightweight and eas to install on provided bracket iuFor o he nngsplease............. ' .��� .. Y p mer regional settings Please contact SolarEdgesrPDart. 'u Ahigher-rent source may Eused;theinverter Mil limit its inertcurrentto the values stated. Built-in module level monitoring Pl Revenue grade in verterP/N:SEnnxA-USODONNR1 Itof 760OWlmerter.SE7 00A-US00INNRII. r - Internet connection through Ethernet or Wireless 40vd:nonPIN:SE-A-EtooaRso-st. 'VI-00 version P/N:SEntxA-US000NNU4(for 7600W Imerter.5E7600A-U5002NNU4). Outdoor and indoor installation ' Fixed voltage inverter,DC/AC conversion only - Pre-assembled Safety Switch for faster installation Optional'-revenue grade data,ANSI C12.1 ®R sunspEc RoHS USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL' WWW.SOIaredge.U$ V11 --rd.SOUREDGE.It,,!Sola,Edgl,Ingo.OPTIMIZED 13Y SOLIREDGE ' 1 2 \e I 70- r-,84J54 E 2 6. 28 6 28.6 29-6 HeCl) 9 28.c l X a 7 0, 32. rn lop -2, 5 Lf)-4 x 32 2.6 53 4.0 ri .00w .8 2. 3. 32.6 1jq .3 �Oljsr zo J2 -fib .8 ;< 3 C,4 FO 35.5 II c 28., co 29.2 36.1 F-I I t 171.00' S 8 2'2 1'51 W i to PINE OT 259 Queen Anne PINE K Harwich,MA 02645 45 WOOD PRODUCTS FAX(508)400 FAX 508)430-1115 r t ' E-Mail:info@pineharbor.com rJ� r�A'�Gt# 2AyIVS '>�t- _. TL i ' r � I - _ ;:d'.'%ivy''' a WA L ELI 1 I �.. SCALE: = () APPROVED BY: DRAWN BY DATE: • DRAWING NUMBER ;era KI-r r IRA- OEM `` EQddrL 4 SCALE: 'J�,1' � 1 JO APPROVED BY: DRAWN BY �„ DATE: 7 II Iv V4 Op qo r,,>u crz> DRAWING NUMBER m Z � o 0 w { > �I a - a CJ Vz ca \f\ -Z ,� O S f ' _ x t i 0 � f p J I CN� �' n { f r es 1 10 4' Z tr o � f ' i I I I ' ' ��'�1��s`C.'r' t!����14" � �'�.. ,�h�1G•I�.�.. G.{�i,'�.'1��=1�-t.,..... IV" ok n �'� izJi� tip-';:-- H I q li APPROVED BY: SCALE: �J — � � DRAWN BY DATE: DRAWING NUMBER NJ 4 PINE OT 259 Queen Anne K Harwich,MA 02645 45 1 f PRODUCTS FAX(508)430-1115 430-2800 WOOD A t E D fa t FAX r t _ E-Mail:info@pineharbor.com J Ara- <a,P,A I WA t _ - i :5C—A-fJ t-tr oD_�p , l��' + :�1 it_L. ✓�Ar SCALE: 1,) AP PROVED BY: DRAWN BY DATE: I Zpi 17 lm.•• DRAWING NUMBER i KI SCALE: l` �C) APPROVED BY: DRAWN BY DATE: 'I 'V V4 0,9 "7,�;-ucr > DRAWING NUMBER -____---_ 0 -----— ----- — vl to 0 0 .--,- i a p �- s � o Al O r _ * C o J I w E I Qi .� z I S! a � eta J I � W � m m Z Z Z • 3 3 a a ¢ a � o 4c n °ca t� i I ' • 1 t _ i i o, Y � rid .�1 31fl - � rA t'1A/(1br 4• a 1 Jl�k I 1 i I I ►I-: rA JS — -' IN, n f�� C�.Ihf:1�J i� ppol � I 1 SCALE: . e. ; l�:� APPROVED BY: DRAWN BY' HA"OR PINE DATE: WOOD PRODUCTS I It's all about the wood' DRAWING NUMBER JW` � m V1 Z � Z 0 � 0 0 o Q a a - a iw !i milli i 'A'N'U3ISVDNVI SS3Hd 31AII90 t MATcrF Mu-,(J r . I�" t 4 S.� i tip nf;. 1y' Ai •" ..c;:, tiF4 r 7t xm- VA-1-1 o �u c eDz, �� �vYZ- SA-�►L Gf�-r2T . SCALE: APPROVED BY: .�Y�•A / ,!/�^Yr a isVr . ,. � p I DRAWN BYPv i 1 z DATE: I O N a �N� 1'f•A'�'�olZ ��G� ���LJ�-T� N DRAWING N4IMBER 0 19 zx ►o la _:90%. -- SCALE: 1/. " �..I APPROVED BY: DRAWN BY V1�G•. . ` DATE: Z.II :�Is Y DRAWING NUMBER N' o a 70 ------------- o r{ I � . I AAA-_ SCALE: i ,/ 11 �- I>7 APPROVED BY: DRAWN BY / z s DATE: S Iv a u N N _ DRAWING NUMBER 0 t PINE OT H59 Queen Anne _-_ PINE K Harwich,MA 02645 45 ' f WOOD PRODUCTS FAX 430-2800 FAX(508)430-1115 ��r 111 E-Mail:info@pineharbor.com ------------- ' E1 ' I a� W AAA-6 E I 1 , r20 l�"� ��'��'A�"I o � �.__- � 12-•5 ����v,-r-• �.o�'-� , ���-�v�e��• ,��-,'. ` SCALE: _ � o APPROVED BY: DRAWN BY DATE: �i� I I (iOI o ��•" DRAWING NUMBER I E LL IF :.p- �J.'.. ^1_I(��y�'' �.:...3•C.;.: •.tea— ' F01 I I / RT I SCALE: �: 1 �0 1' APPROVED BY: DRAWN BY �, DATE: 'L II It7 09 DRAWING NUMBER i ' 4 ! N i � y 19. ` I t`O o o -Lit i T 2ec tl Ilo' a. G• $GfN h! �w Posy 5 Tq- 3 I `o� I P2oPo� G—A�P�-� ��_ • �A-Gk. r..�o�-�.��._. SCALE: I APPROVED BY: DRAWN BY VOG, DATE: 2 II �i7 DRAWING NUMBER I 0 2-1 I �•o+;.-S'S _�_,. --- �_ /Jl tYx $D i.T -�Pit"r�i!'- r. 6-p 'revs ' I "�� 1�� ��t=.�•'�"r�b%I"5`"' eye.,i'�• ��i'��tq�f I(.1..G- + V1r j�'" ! M , SCALE: 1A li I 11 APPROVED BY: DRAWN BY VVI� .. DATE: II 1d • DRAWING NUMBER E)(ISTINr SH ED Lr) 27 WATER SERVICE--- TO BE REMOVED C. fill- TING GRAVEL THIS AREA' 0mvE TO BE REMOVED' Y!A r 4D 32.5 75 PO • I::--Z�- p§bSLD r i .•49 .-, DRIVEWAY. 32.0 33.0 ;ED GAS 33,0 1 PR OPOC- ETER SLAB EL4N- 5, FF ELEV. -�v 33.25, c C�j, 33.0 \x 33.6% no `o E)aSTING DYOPELLIN6� ELECTRICAL SERVICE E REMOVED RELOCATED UNDERGROUND VICE TO 8 3 /4�TIC SYSTEM TO OE EkIs-TIN G SEP PUMPED DRY, REUOVE0 AND I - J A . OSED OF a t,SI TE J JL OROPERLY DiSp 0 ro ry 47 ;i,,IG 33.0 Vps AZ 100 nO x :t rvf XX&o 0 cd 33,0 A/ _ l ;� __----_-+- — iS' ----------- j\E)(IS`AS LINETING- I (� AND.,GA 21 nu METER" ;p-C, . -P 4 RELOCA TED I LF -2 S -0% LA T�P ZLIYCI � I GAL SEP co 2 �c TANK. pvc 8 LF 0 S- \40 4 16, LF J /1 --+X500 PRECAST ' �\ , � ... 6RE AK OO ONT CRETE LEACHNGk EUEVA ll \ '.-bNBERS AM 27.5�-' 10 CL� 5 FT OVEMG. SEE NOTE F6 LEACHING AREA REQUI 22' NITROGEN LOADING UMITATI 330 GPU F'-K ON: LOT AREA 1.49 X 330 FLOC' -7 ALLOWABLE CO RESIDENTIAL: 4 BEDROOWS xilo GP TOTAL DESIGN FLOW = 440 GPD NIA -n. mco tk)nT IWi I J0Ff) ivv It 42 11 ` PROPOSES. GAS u' SERVICE \` i ,y � � i '� <.:1' \ i - • �w WATER SERVIvc ... ,.j '` /`.\ , �• `�� `\ - EXISTING SHED / I '� QQS7ING GRAVEL �� ,, \ TO BE REMOVED -9� DRIVE THIS AREA 33.25 30 � ,_J ,. `ro + ! T�0 BE REMOVED �J :' �;�' \ ` " - _ -__ ------------ --SLAB crr. 7 DRIVEWAY �, N o \♦ \ f :�( . !•T. Es 3L5 {� �Nl -----'--._ I !' !11 '`\ \\\ i ♦ �Yi� : / 1310 I i PROPOSED GAS j \` 310 �y , I o� 7 \ ♦ I J�' + i 1 METER ' (1?' nr ♦ `\ f ' I r \ I \ r F:----' - / �Y\. v(c'y--..-_` F �1' i \) - \ 33 C .2E5 v FF ELEV. I 0032.25 I _ _ RELOCATED UNDERGROUND 310; 33.0 ELECTRICAL SERVICE 1 r I EXISTING SEPTIC SYSTTEillll TO ,OE ' 1 �! j I ' ' CO \\ EXISTING DWELLING �? r \ -TO BE REMOVED PUMPED DRY, REMOVED AN D+ - t OROPERLY DISPOSED OF OFFfiSITE t Vj \, 7 j •! '\ `' \\ ,\ it it t 11 -�\ - \ \\\ /1 ft41�41,NG Y .��. I "\\ ry } \ _ 100 ,� r, PSI-__ \\ `\ \� . \jFSi y.��p � cc �4 � X310 \ U [ � \ 1! 1 - —�---,-- f;------ —'---- `DOSTING ` \ 13.0y LEI tl t , ' `\ GAS LINE 1' CY• , ,'l \ r' i . r3'-•--___ tl' AN GAS \ / -„ v- _\ \M \ \ `� �` !• ` i�• ` � o x33.0 ---- !)RELOOCATED \\ 1 � — i F \18.5 as �, 3 LF N 4 -PVC' D80. -- b S-2.OX IN \ c•� \% \ ; N _ _ 1 GAL SEPTIC TANK ------'- 1 r _i__�—` —i---\ ; -' • ! ! ! 8 LF �4 PVC 1\40 , --_ ----- 0 Si2.OX /PVO� r.; i. I 1 - - ♦ BREAKOUTSAL PRECA5T N. \ ELEVA110N \ \ \ \\ % iN"CRETE LEACHING � IN AMBERS 110 \-` !. �`�� 5 FT OVERDIG. SEE t ' \` \ \ NOTE III l4 \ \ . REMENTS LEACHING AREA RE -- -- NITROGEN LOADING UMfTAT10N: 330 GPD PER ACRE WP DISTF 1 nT AAca 9.dQ inr_R�c a 5 = PINE . WOOD PRO.DliGTS :fit" all about the wood s" a N - CHATHAM LOFT SHED - 12' x 20' (Elevations - Scale: 114" = 1) LEFT ..... ................... -.. .. .........................__....----------------- REAR 20' Ll L--J L--j D N FLOOR FRAMING SPECIFICATIONS FRONT (2 x, 6 Pressure Treated @ 16" o.c.) RIGHT 71 ® 5 k PINE . WOOD PRODUCTS Its all ahout the.wood ", a N CHATHAM LOFT SHED - 12' x 20' (Elevations - Scale: 114" = 1) LEFT ............----.... - --- - --- —--....._..._....._..- ._.._._.... - ---------------.................... _--._._._._._....--- - ----...... -- - -..__....- ---- -- REAR 20' x20Q N i FLOOR FRAMING SPECIFICATIONS FRONT (2-x Pressure Treated @ 16" o.c.) RIGHT i 4 d GENERAL NOTES 1. TH INTENT OF THIS T E PIAN LS 0 PROVIDE A CERTIFIED .FOUNDATION LOCATION. LOCUS AREA IS COMPRISED OF . `. N — LOT 4 ASSESSORS MAP 118 'PARCEL 1211001 LAND P/ COURT LAN 15055 G CERTIFICATE OF TITLE: 142425 DRIVEWAY EASEMENT , DRNEILIAY ACCESS TO LOT 4 LOCUS OVER LOT 16 PER LAND COURT PLAN 15055-K LA1V ( ) _ D PENDING APPROXWATELY AS DEFlNED BY THIS PLAN. THIS AGREDIENT AND YODIFIG4Ti0N • Coy ( ) DOC. 990,063 RT P OF EASEMENT 6 DESCRIBED AT DOCUMENT 990,00 DATED: 12-30-2004. THE LINES 12-30-2004 PROJECT BENCHMARK CqN lip : MAG NAIL 55_ DEFINING'SUBJECT EASEMENT SHOWN'ON THIS PLAN ARE TAKEN FROM LAND COURT = 4.85 G ELEN. 3 PETIflONER'S 1<PLAN PREPARED FOR HOIBIM R. DAMS BY BAKIER do NYE INC DATED: _ `MARCH 31, 983 , PRIMARY BENCHMARK. DATUM.APPRO BASED ON GIS INFORMATION MATE, NtaVD . t. � ., i .... .n ;., r!. •. 4. ZONING INFORMATION 13&00 C8 H FND ZONING DISTRICT. RF--i CB- H FND 1 /D , 42.00 ; S OVERLAY DISTRICTS-WP dt RPM , or3M;09 . w HELD E 280.00 Tp M 4� I A CB H FND CB/DH FND WITHIN STATE APPROVED ZONE If n O � 0 /D , C4 6 `�' WITHIN MASS ESTUARY PROJECT ZOC TO SALTWATER ESTUARIES N �w� 9 B) �T r� X CURRENT MINIMUM_ZONING REQUIREMENTS. a MIN. LOT AREA = 87120 S.F. L C8 H FND 0 4 MIN. LOT FRONTAGE = 20 L. _C W _ . I• 15055 - SIN T WIDTH - N G . LOT TH 25 64,891 5 - 8 Q. FT. a= MIN. FRONT YARD SETBACK -_30 f , O 3.0 1.4 ACRES tL , 9_ MIN.:SIDE AND REAR YARD.`SETBACKS 15 � 2a o W N W 7 W 5. A THE SEARCH HAS NOT BEEN FOR PERFORMED THIS SITE IF DEIERMMIED .ot TO BE 1 NECESSARY, A TITLE SEARCH SFWl BE PERFORMED BY OTHERS..9 , c� 3 - wco• S 135.4 27.9' .- ; 6. THE PROPERTY LINE MIFORMATIOW SHOWN HEREON.IS COMPLIED FROM CURRENT AVAILABLE RECORD INFORMATION COFtSIST)WG OF 29 s PLAN$ AND DEED 4.014 .-. Q 00 N • 0 FOUNa4TI0N LOCA � TION DATE DUNE 1, 2009 _ m ap O _ CB DH FND 5.0 20 ,rn •t � � 7. COMMUNITY.PANEL NUMBER: 250001 0018 D N 20 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. ao �• o I o 9 F- .W 11 ' 8.3 , 0 0 W i N u cn EXISTING D 15.8 ; SIZE LACATION: m FOUNDATION Go _ Q LOCATION 'DATE: M �9. 125 se a uit Ro ad z JUNE 1, 2009 oSternlle, M10265 W to PREPARED FOR CB/DH FND Sa side Building Co. Inc. CB H FND Y 9 rwil Cente e, MA., 02632 3� W . 3 rrn.E .. 03 N2 49 Q Certified Plot Plan N CB H FND CB H FND BARTER NYE ENGINEERING`& SURVEYING VEYIN /D G F pvR �c N/ Registered Profession! o _W o 4 n eers and Land Surveyors N E � Y 78 North Stree4 3rd Floor Hyannis,MA 02601 . ' Phone 508 1 - - 3 $� . ( )77 7502 Fax'-(508)77l 7622 a � a M Ma , 40 0 40 80 O N a t . � I , SCALE 1IV FEETCN 4 ,r f W SCALE 1 40 1)ATE 06 029 w � Y ( RTIFY THAT`TO THE BEST OF MY KNOWLEDGE THE DQST1f+IG STRUCTURES SHOWN HEREON ARE W COf11PL1ANCE REV. DAM REMARKS o WITH 7HE APPLCABLE BARWSfABLE ZONING Df nWT SIDaM AND SETBACK REQUIR06%TS, IS LAGTED IN : 'r RELA110N TO THE MONUMENTS SHOWN. W > CF a TM PLAN IS NOT TO BE RECORDED'NOR fS Tf TO BE USED TO ESTABLISH PROPERTY UNES. i DRAWNG AfI1�GR .. a 0. 2009 2009-012 SU WORKSHE 2009-012_CPP.dw - o RPLS ,.. gAXTpt N do SURVEYING PATE 2009_01 0 0 W -- / U SON SIM P POST BASE CONNE CTION ION S FLYING RAKE a f n r� vv.ru raw r a. yr rrr . .w DRIVEWAY ACCESS TO LOT 4 (LOCUS) OVER LOT 16 PER LAND COURT PLAN 15055—K LAND COURT (PENDING) APPROXIMATELY AS DEFINED BY THIS PLAN. THIS AGREEMENT AND MODIFICATION PROJECT BENCHMARK OF EASEMENT IS DESCRIBED AT DOCUMENT 990,083 DATED: 12-30-2004. THE, LINES MA G NAIL P N �SOgS-G DEFINING SUBJECT EASEMENT SHOWN ON THIS PLAN ARE TAKEN FROM LAND COURT - E1 EV.=34.85 PETITIONER'S PLAN PREPARED FOR HOLBNZOOK R. DAVIS BY BARTER do NYE INC. DATED: MARCH 31, 1983. -3.) PRIMARY BENCHMARK: DATUM APPROXIMATE NGVD BASED ON GIS INFORMATION 4.) ZONING INFORMATION • 138.00' CB/DH FND 1 ZONING DISTRICT RF-1 CB/DH FND 42.00' OVERLAY DISTRICTS. WP do RPOD w HELD 5 0T38'09" E 280'O0' CB/DH FND WITHIN STATE APPROVED ZONE II CB/DH FND N 60. b WITHIN MASS ESTUARY PROJECT ZOC 70 SALTWATER ESTUARIES N � j CURRENT MINIMUM ZONING REQUIREMENTS: MIN. LOT AREA = 87,120 S.F. CB/DH FNO T 4 w MIN. LOT FRONTAGE "= 20' C. PI, ) 5055-G MIN. LOT WIDTH = 125 '21.9' 64,891 SQ. Fl: t of MIN. FRONT YARD SETBACK 30' c 3.0' 1.49 ACRES i \ 0 MIN. SIDE AND REAR YARD SETBACKS = 15' Ld 28.0' s' Z of SAw 5.) A MEMARCH HAS NOT BEEN PERFORMED FOR THIS SITE IF DETERMINED `O CA 1.9' 3 TO BE NECESSARY, A TITLE SEARCH SHAM BE PERFORMED BY OTHERS. I- 135.4' = , 5.0. s 6.) THE PROPERTY LINE INFORMATION SHOWN HEREON IS COMPILED FROM CURRENT AVAILABLE 0 27.9' 0 29' p =n RECORD INFORMATION CONSISTING OF PLANS AND DEEDS 4.0• a ^ Q Q FOUNDATION LOCATION DATE JUNE 1, 2009 go p yCB/DH FND 5.0 2•0 7.) COMMUNITY PANEL NUMBER: 250001 0018 D t° °= 0THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. a as ' 2. aoCD 0 • o W 118..3' O 8 W EXISTING 15.8' SITE LOCATION: FOUNDATION 125 Seapuit Road n LOCATION; DATE: z JUNE 1,; 2009 ;,� 79.41' 0steMile, MA., 02655 W PREPARED FOR CB/DH FND iBayside Building Co., Inc. CB/DH FND , Centerville, MA., 02632 Uj 316.31 3. W 395.72"[D TITLE N ZO•49'0 - Certified Plot Plan N CB/I)H FTIo BAXTER NYE ENGINEERING & SURVEYING CB/DH FND F Pad' l.1-C N Registered Professional 0 o Engineers and Land Surveyors N 0 78 North Street, 3rd Floor, Hyannis, MA 02601 ~v o Phone - (508) 771-7502 Fax (508) 771-7622 01 0m a t ° 40 0 . 40 80 N it K N ` SCALE IN FEET o m s. i SCALE 1 " = 40' DATE. 06-02-9 Uj w u Z - z Y 1 CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE DMING STRUCTURES SHOWN HEREON ARE IN COMPLIANCE WITH THE APPLICABLE BARNSTAR E ZONING DISTRICT Soam AND SETBACK REQUIREMENP$ IS LOCATED IN RELATION TO THE MONUMENTS SHOWN. -w THIS PLAN IS NOT TO BE RECORDED NOR IS R TO BE USED TO ESTABLISH PROPERTY LINTS. 0: 2009 2009-012 SURV WORKSHE 2009-012_CPP.dw °' 2009-012 o RPLS N BARTER ENGINEERING & SURVEYING DATE N - O i N Ln O O N 00 N rn N 0 O N r 0 J d J U i N Q e� O N . i 0 0 N r 1 79,r^, rr r°--r ``• J;� c 1 { . t ,l AM bQif]2 `�1 9 b� To> hr\ !, p n DRIVEWAY EASEMENT a / ... r� .,:. �, _ :..:... -�:- ,\r .... ^ - ss, . - PRaECT BENCHMARK .h ti - � GENERAL NOTES . �`L� c►Rt s, �, , a n _ . MAC NAIL _ . _ DEC: 990 083 ., - 1 a V 12-30-2004 K. , , , G 1) THE INTENT OF THiS PLAN 5 TO PROVIDE A SIZE PLAN AND S19W SYSTEMF DESIGN �+ t �,>Ek r�� ,f, , ;' �; 1' N x ao �' „� cv G' AT LOCUS u i S • ti . y� I r r e _ . r ■ a r', N 1 _ t LOCUS AREA IN COMPRISED OF t '_ .:. ` _ ....� \ I \ N 1 r ( CO , - v . L:OT 4 ASMILIOR'S YAP 118 PARCEL 121 Iml LAFD COURT FLAW 1505S-G (� \ V. i I .rJ �• Iv / t tr-- - >1 \ � � •-_._. CERTIFICATE OF TITLE 142425 co \ o \ \ W \ \ _ o �_-__- ORNENIYACtSS 10 LOT 4 (LOf31S) OVER LATE 16 PER LAID 0012if PLAN 15066-K C �' :r'x i W 1-___ 38.00 " `r \ \ k ` ♦,.� _ _ _ _ - _' (PEaDID) APPR07f11NTELY AS DEFIED BY 1FMS PUN. IIMS AGREt]E1R AND IflON • - 1 • ♦ • -_� OF USE ENT 5 DE9CAED AT DOC" 9WA83 DAM 12-30-2W4, THE LNES VA Island Prynd h .� • . / 1 \ 6v ♦ -�- r x... _ , �-- r \ � ♦-•._._. DEFINING SUBEC'T EASEMENT SFDM4 ON 1FMS PLAN ARE T711LEN FROM LAND COIItT i. - . ,. �� ., .•� , . .. -� • \ \ � 142 PEITiIOItR"S PLAN PREPARED FOR HOLAROOK R OANS BY BOXIER t NYE W. DA11D: isabelLB / _ : l' .. o.. i + ♦ �/ \ \ \ W 07'38'09 t=♦ 28Q00' 00' T ,. .. ... \ n . • - . + �. \ \ \ I o MARCH 31, 1963� TD Ii t o ♦ ENVIER: PAUL. R BOTELLO ET lDL ASSES90RS , \ . (PER ) / �n ti -•� , � \ � 134 BAY SHORE ROAD � . � ♦ d � 2 WATER�SERVICE ♦ ... - = u� `•6D4 t \���, • �� 1 J ! `.4 `� ` �p M M v 1) PRIMARY BENCHMARK: DAM APPRMMATE - NGVD EASED ON GIS INFORMATION \ tp 1 N7 M \ aC ♦ r7 / \ r( �, _ __ _ _ _ _ _ -- 36 4.) ZONING N4F'ORMMIION LOCUS MAP SCale: 1" - Z000' ► + , , , �, _ , ^� `, x ZONING DIS>RICI RF-1 (RC AT REAR FiFTH OF LOT) - I � ! \ 1 � � x \ 1 _ _ _ _., GRAVEL DRIVEWAY � rj � ,, N' t 1 `� ` 1 - _ _ _ _ - - -- --____ _ ` • OVERLAY DISTRICTS: WP a RPOD BE REMOVED ._ oo' \ \ `1 NIIIFMItI STA M • TE APPROVED ZONE \ 1 _ 1 rn \ M L _ 33.0 0 _ \ � . � � WITFM4 MASS ESTiWtY PRQECT ZOC lt) SAL11MAlER ESTUARES x \\ f tl o , x L C. PI. 15 t `, ` N ♦ . f �; ,N 05 ,c, 055 G CURRENT MMrNAI ZOMMG REQUIREMENTS. 1 , 1 , co , SOL LOt3�8 DATE 0424/OA 1 ; k k' '� _ UML LOT AREA 67120 r., o _ 64 8 , , 91 i 1 '- _M S l 1 Q. , ... FT r7 , f "GY ♦ _ • 1 -. 1 ` LIMI4. LOT FRONTAGE 20' � , \ � 1 \ \ � _: _..- -� �..; _.. `49 ACRES t_ _ _ 5 BARNSTABLE ,1 _ t�------- MIN, LOT WIDTH s 125 SOIL EVALUATOR: 1 BOARD OF HEALTH AGENT. � j N � ` t , � � ♦ � � � � � YML FRONT YARD SEITIACK 30' t rn ♦ I METER STEPHEN MATSON P.E. , �t , «, \ MIN• SIDE AND REAR YARD SETBACKS 15 DAVID W. STANTON R.S. , \ TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PST 4 DI, --T-- vc� kr v�0 1 x A mtF s FKs Nr�r emlF PERFav FOR ns snE: F + + r I ! / o; UC UG + x j E10SMC SEPTIC SYSTEM TO BE ) DE7ONO » G.S.E = 30.5 • G.S.E. = 31.5 » G.S.E. = 31.5 G.S.E. = 31.5 I I I �, + ► TO HE NECESM, A TITLE SEARM SHALL BE POMED LEY OIiEIM ♦ r r I 1 / r I \ J PLAIPED DRY, REMOVED AND x aP t r , / r , \ r. 310 . I - x - PROpE121Y asPosED OF OFF SITE r F , _ � , t + , / , , / � _ _ � .. _ _ _ _ _ 6. THE PROPERLY LICE M�inIRMNTDN SFbMN HEREON 6 OOAFLEb FROM CURRENT AItAIAtIE • Ap , 10YR 4/1 ,LOAMY SAND Ap , 10YR 4/1 ,LOAMY SAND w , �' , I r , + ' , j i _ _ _ _ _ __ _ _� _ _ - - ) FILL ; IOYR 2/1 ; SANDY LOAM FILL , 10YR 2/1 , SANDY LOAM k, `' RdocATEu N OUND r f r \I N t REUOIRD M4FdRMMTI0N1 o0N51bTNG OF PUNS AND DEED& \ ,.� EDISNC DWELLING 6" 0" 30.0 6' ELEV 31.0 6' (IM 31.0) 6' (ELEV 31.0) `i I ELECTRICAL ; ! f i \ FF• • = 35. To BE VED \ 1 \ r r + r r r 0 Q 3 7.) COMMUNITY PANEL. N AEk 250001 0016 D 1 f 1 r I I - r 1 __ TFE F1000 /45URiN(E RAZE WP , DEF'MR•S THIS / ♦ AREA AS mFE G • ______ FILL 1 OYR 614 SANDY LOAM FILL lOYR 6 4 B , 10YR 5 6 ,LOAMY SAND B , 10YR 5 6 , LOAMY SAND - / / ,SANDY LOAM / / \ \ , , , , r , } 3g 18' ELEV 29.0 18' ELEV 30.0 18 ELEV 30.0 `, \, \ `� ', + APPROXIMATE! ! 3 `� �```--- ^ it 8.) ENVIRONMENTAL ( ) ( ) ( ) 18 (ELEV 30.0) I \ \ \ \ \ I r r f I t \ GRADING (TH S AREA) , \ _ ♦ _ •SITE Is NOT 1NRHLFI /W A.C:EG (AREA of O \ \ \ \ - - �- ---- ( CRITICAL. EHVIRONMENIAL CONCERN). \ r r r ,rn' O ---1- \ OSED _ _ - 33b •PROP ---_ I OYR 4 1 ; LOAMY SAND ; I OYR 4 1 ;LOAMY SAND C 1 10YR 5 4 MED. SAND C 1 l OMIT 5 4 • MED. SAN ' \ \ \ \ \ r , o _. _ _ _ AP / AP / / / D ( y \\ 1 \ \ ; r r0 1 - _ _ - _ - ♦ NEW ti - _ _ 1 • SITE IS NOT NiITir AN ARFA OF E'STiN1ED F4ABITAT OF RARE RIM DLLFE PER M » » _ _ ♦\ \\ DWEL UNG x c� N » '� 3 $ X NIESP MAP OCiOBER 1, 2008 'T NWED HABITATS OF RATE KOLW 24 ELEV 28.0 24 ELEV 29.0 t \ \ \ x _ _ _ _ , \ 1 . LF 4 iC 6 r - _ _ � FOR USE WIN THEW KI AIDS PROWION ACT RB,yRATDNS 10 CUR f0 ( ) ( ) 132 (ELEV 20.5) 132 (ELEV 20.5 , , \� _� i3 I• �S-20fi \ EXISTING 'C�,AS LANE �, ` �. cv \ \ t r r ♦ SLJIB \ ELJ`1/. �, • SITE NOT \ , r \ AlD GAS TO _ GOES CONTIW A CERTIIED VE7iNAL POOL PER NHESP MAP OCiOBER 1, 2008 B ; 10YR 5/6 ; LOAMY SAND B ; 10YR 5/6 ; LOAMY SAND x i r ; i r '\ \\ BE RELOCA 1500 GALbJ , «�_-- �' 1'�R1FED VE7RFMI• POOLS.' r i+ v v v v - -_ >- SEPTIC r o TANK o 'S I __• SiTE IS NOT WREN A PRIORiIY WOW PER NI*3PIN OCiOBEBR 1 20M 'hRIO IV ! Cy i I f �tl r r A \ ♦ S� Q • 50» (ELEV 26.33) 50» (ELEV 27.33) v c� HABIMIS OF RARE SPICES• FOR SPEIM UNDER THE MOSCHUSETIS OVANGERED * f r I ♦ \ \ „�^ ^� . �z w SPELLS ACT. REGUAIIONS (321 CMR101 r r2i r r r i cv C1 ; 10YR 5/4 ; MED. SAND C1 ; 1OYR 5/4 ; MED. SAND ' r 1 , k �1 2 \ t £ t. W 1 , 1 4 r -' / `\ . �` ♦. \\ rv°' \ i 6 LF • SITE IS NFIFMN A SDLTE APPROVED ZONE i CROIIID WM ROXWE PROiWIDN AF FA 1 , ' 4 F- �t , t RI SLAB E�EV N � � i 132 v _ _ ELEV 19 .5 132 ELEV 20.5 , __ ---------- 0 It \m 1 ti r r �, ♦\ \ \ \\ t i ,\ PVC: , ` 75 Q _ 9.) LIRIiY L�i7RYA110N Sf10wN FE1tt71t 1FE CONTRACTOR SHALL CONTACT W SAFE 1 n i , \ ! \� �\. VEW+11Y ``\ 1 1, TP #4�` D80X - �' - - - _ _ o • (AT 1-808.OIG-SAF� AND UiUIY C0ILPAFES li? \ , LOCATE ALL L7MM U KS, AT LEAST 72 HOMERS PRIOR 10 1W START OF CONSiRUCi1ON, THE 1 r 32.73 � % ..' 1 N \ \ W \ 1 \ � LOOATDN Of L70STMIG LADERG'ROIND /iFTaKTR11C \ ! 'I< \ \ o � 16 LF PVC M UTIIIES, CDNolIriS AND IDES ARE SHONN 1 +♦ ` r 7P ;. O S-2.07C " `� N AN APPROMIAM W OILY, WY NOT BE LWO TO RM SFLONM HEREIN AND FIVE BEEN NO WATER TO 132' ELEV 19.5 NO WATER TO 132' ELEV 20.5 NO WATER TO 132' ELEV 20.5 NO WATER TO 132' ELEV 20.5 \ `\t �� r AY ' ' / •� �� \ �\ 1\ 1 �� :' #1 N _ _ RESFARpED BISED ON THE AMIANIE UTLITY RECORDIS NOTED FrEREON. THE OONTRiCiOR AGREES ( ) ( ) ( ) ( ) � 1 ` ; --- + _\�n \ ` -o .: • .:• • - TP 2 F FT OVERDI�• SEE ------------------------- --- TO BE FiRIr PERC O 54 ELEY 27.0 PERC O 54 E1.EY 27.0 r , ^� IaESP+drSietE FAR ANr AND ALL aM�GES tRMdF YaFT BE ooculoNED BY 1FE x r . / .NOTE �. \ .. ; - _ _ \ ,rl � _ . , OdrtkICTOR"S FIiLLItE TO LOCi11E i r .. ....Y , / < 1 SAD MLWpylS7RI1CRIRE AND UTILITES EXACTLY. F FIELD RATE 2 MIN IN RATE 2 MIN IN \ T , , .. ... 1 \ , .. � FROM \ a. ,�10N5 PLAN iLFR)RIA TFE CONTRACTOR 1 1 ,: _ • � ?ALL NOIFY TIE EN#�R CLASS I SOIL CLASS I SOIL \ 1 / + , \ 1 1 : ,ti . ,a• 4•V GAL. PfjT£CAST _ _ _ AIMEOP ar Fait P�etE vcl�. CHAMBERS ^ • APPROMMTE TRIER LINE MOM ON THIS PLAN 6 96ED ON SIEICH 0-M-N FROM r r ti BY C-O-[MI M11ER OEPT: ` SERVDE CERTIFY THAT N � Z t + \ 1 ( QA1E/�� 0 -'I' �' 7 HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND = ¢ ;\ i\ '\\ 'it `\ ; �' \ 1 1 ` ��' 2g'• �•' (I18QUEST THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE REQUIRED N SHONN ON 1FMS PLAN PER MAP FRONDED Or N�1IDfw. GRID DUE TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED 1N 310 CMR 15.017 1 1 < v v , v • n. r v y / t. of � 1N40ERGROUI� ELECTRIC LNG SHIOwN ON THIS PLAN PER DIGSAFE MARKINGS ^ \ \ \ 1 _ , / F , LOCATED IN FIELD BY BAXTER NYE DIGI EERMiG & SURVEYING ON 4/15/09. SIGNATURE DATE , �\\ `\\ _ / i /k / ` / F F d CONSTRUCTiON NOTES �'N 490 +v N I. ALL SYSTEM COMPONENIS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STALE: SANITARY CODE DATED APRIL 21, 2006, AS AMENDED NOW THE OATS OF THiS PLAIN. & ANY LOCAL RULES & REGLMTiONS APPLICABLE ± _ 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE E14GMEER O"ATiON O FU MATTON MUST NOT BE CHMIGED `-' CV ` x WHIT WRI IM PRIOR APPROVAL BY THE DIGINEER. co ` � co w 3. THE CONTRACTOR SWILL M01MY THE DESIGN ENOM AT LEAST 48 HOURS PRIOR TO THE COIN VT OF CONSINUCTION.x 4• WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BAC2(FK1 K NOTIFY THE BOARD OF HEALTH AGENT AND DESIGN DIGIrEER FOR INSPECTION. NOT FY DESIGN EM EIR AT LEAST 24 HOURS PRIOR TO INSPMION. 5. ALL SANITARY DISPOSAL SYSTEM PIPING TD BE 40 SHHED 40 PVC, UNLESS OT► OWASE NOTED HEREML 6• E)MAVATE UNSUTABLE MATERIAL AS NOTED. M THE 'C HORIZON` . FOR A NORM DISTANCE OF 5' SURROUNDING THE L•EACFANG FIELD, AND REPLACE WiTH CLEAN SW PER 310 CUR 15.255 TO THE TOP ELEVATION OF THE SAS 7. INSULATE ALL PIPES AGAINST FREEZW AS REQUIRED WHEN LESS THAN 3' OF COMER 8• THE SEPTIC SYSTEM DESIGN QIXS INCLUDE GARBAGE GRINDER DISPOSALS. i�i 9. CA THE CONTRACTOR SHALL CONTACT DIG SAFE (AT T--= DIG -SAFE) AND UMY COMIFANES M LOCATE ALL DOSSING 3.0' 3.0 UTIJTIES, AT LEAST 72 HOURS BEFORE TiE START OF CONSTRUCTION. THE CONTRACTOR SWILL. DEM MME THE EXACT L:OCATiON 3 4 - BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY %WL THE LOCATION OF WSTMrG 1.5 ,; " ' • ' ' ,' • , •' , ` :. SHED UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXLMAIE WAY OILY MAY -NOT HE LIMNTE'D TO THOSE SHOWN HEREON AM HAVE •. $T�1E: ` :•2.4 > . -- .. NOT BEEN MIOEPOrD01lT1.Y VERIFIED BY THE ONMER OR T15 REPRESENTAl1VE THE CONTRACTOR AGREES 10 BE FULLY - - .. •.. RESPONSIBLE FOR ANT' AND ALL UAMIAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACMFrS FAILURE TO LOCATE THE UiRJTIES , EXACTLY. F [7.EYATION N�iFORw1ATTON OFFERS FROM PLAN MFORMA110N, THE CONTRACTOR SHALL NOTIFY THE D iMMEDNIELY 10.0' 8.5' 4.83' 4 CHAMBERS FOR POSSIBLE REDESK,'FI AT UTMJTY VERMY N FEED THE LOCATION I AVERTS OF EtEC1Rv% GAS. TELEPHONE ; • SEPTIC SYSTEM LOCATION IS APPROXIMATE~ PER 1TTEE 5 INSPECTION OAP DATED 10/1/06 BY ,LAMES M. FORD. CONTRACTOR TO VERIFY IN FIELD THE ACTUAL LOCATION OF UNDERGROUND COMQOItENES SIZE LOCATION: ' 125 Seapult Road 0SMM111e NIA 02655 PREPARED FOR Ba side Building, Inc. y g, � Centerville! IAA., 0202 TiILE PROPOSED S11'E & SEPTIC PLAN B��xTE R NYE ENGINE ERING & SURVE r OMRECTION. THE CONTRACTOR SHAl GMT COMA AMRELOCATE F CONFLICTING WITH PROPOSED INVERTS PER THE 04G1NEERS . • .. .. PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. - �4 - :. :` : ' r - 10Q» - ..• -;, , , .,�-- :, : :Registered Professional Engineers and Land Surveyors 10. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMAM FINAL LAYOUT SWILL BE AS DETERUI a BY THE » ' 4 - 78 North g Street 3rd Floor Hyannis, Massachusetts 2 APPROPRIATE ANY Y sac 11Sett.S 02601 v TE uTxJTY COMP » 20 I ' 40.0 DA r -L TYPICAL SYSTEM PROFILE Phone (508) 771-7502 Fax - (508) 771-7622 F NOT TO SOMA AF►PrLouoWTE TOP OF of OF HOL. ABSOFNTION ®� ® ® Q PLAN 8Y8TBtf1 WITH Q y l G 1 PH FOUNLaATION EN NOTES FMINSH FLOOR 35.0 ® ` '600 GALLON PF�CA8T LEACI� CHAM�;S 3 M 1. SEPTIC SYSTEM DESIGNED WITH OUT GARBAGE GRINDER DISPOSAL PROPosa:O GRADE • J.o Mom FRyE No SCALE � ® ® ® ® ®� �® ® '* M 20 0 20 40 R ""c �L SET AT LFAST ONE IiNiiOLE FRAME a ODVER TO 1NMiI r OF ORADE C4 a ODVER TD WW C OF FNW GRADE RSERS & ODVEItS SHNL BE wATERDIINT ® ® ® ® ® ® ® SCALE IN FEET p No.4ssa RISFRS M COVERS SHNL BE 1w►TERIIdIT o� c .' r . TE M T=N GRADE OVER 1 20 .• r FiNLSFED GRrAl1E OVER a Boot • 31.5 LEAt21NG SYSTEM • 3f.5 » Q'- FLNL�Lm cIaADE OVER TAArc �[ 7 �p 102 9' min cover 36 mox Cover . LONG£S'T L.E11IlGFH of 3i 14 DOUBLE SET MAiHOIE FRME & oDVet ' 4 SCH 40 PVC INSTALL. ONE NOICiIOFI PORT TO L�.1r S-zm (Im M ALLONED) � 3- � 16 LF-4' SCH 40 PVC es=2.aac rWkSIED PEASSTONE ELEV�8.5 TD rrrtFII11 a• of FfIiSH GRADE % _ Or ,i.., NLm 3. OF HASH GRADE RISERS s COAM STALL BE BATEIMM DBE 12• mtn. 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't r• �•' f •� • f < • DE M SIOIE BASE TIE `C AS RMURED - SEE CONSTF TION VIISFfD STORE • 40 2.4' MIMUION BOX OW LOADNm NOTE #6 HEREON. .t- No Groundwater ObsNved O Ekv. 19.5 DATE: 04-28-2009 m DRAWK AMBER RDIDNDO DB-0 OR EQUAL ON GALLON ONECOMEMBNE 23ft TANK 10' TD BE NSTAILiD��A� SDIBIESDVELF BABE N ROM D: 2009 2009-012 CML PLO 2009-012-SP.dw TO BE � Sn5W OR ON A E IMSE CONCRETE LEACHING CHAMBER SYSTEM DETAIL 9 SEPiIC IAA TO BE INSPECTED t CLEANED AINIWIY (Wm TRAFFIC BEARING) No SOALE ,. 2009-012 O i