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0090 SECOND AVENUE (HYANNIS)
�jD SeGo�n c� (�v�, °� '`. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i . Map: o?67 Parcel 00 Application # 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 90 5eeor,4✓.Qut,,14e . Llts,< as»nistiore. MA 026Y7 Village �d�s owner epw ye- eu-OW Address ?0 Box 65S' GJ�ypNN�Saor�A1�10.t6Y7 v - Telephone 40.0-142r.P 17 Permit Request msrxLL 504AR E44017R/C PANELS on ,N*OFr ��riSTi/V4�io4se �t,�y�asrEoiJ�yee � JUJ'7N*0,"XA1Ard7w1e L XXJYYA4 y8*VA'JV&V 19We1.1 Square feet: 1 st floor: existing ^ proposed 2nd floor: existing proposed Total new Zoning District RFS Flood Plain Groundwater Overlay Project Valuation M000 Construction Type.4lAs soGoR P.4-30& ' Lot Size Grandfathered: ❑YfesNitMo If yes, attach E u`.porting dopume.9tation. .. .✓ 1 Dwelling Type: Single Family ;4 Two Family ❑ Multi-Family(# units) Age of Existing Structure qrf Historic House: ❑Yes X No On Old King's Highway: " 1 Yes; No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other -MA `'a Basement Finished Area (sq.ft.) -AW- Basement Unfinished Area (sq.ft) -.VA 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: ❑-� -D Oil ❑ Electric ❑ Other Central Air: ❑-YW -ll No Fireplaces: Existing Existing wood/coal stove: -EkVA 0 No Detached garage: ❑ mdgA `❑ new size_Pool: ❑ exist 49 ❑ new size _ Barn: ❑ ems 'LI new size_ Attached garage: ❑ exl5 WO hew size _Shed: ❑ exisURYA new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # ""- Recorded ❑ Commercial ❑Yes X No If yes, site plan review # Current Use ),Lo Proposed Use Ue &,YA,#j d APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �d q.�:i�a ��c�rvf o.✓ -err it d&s Telephone Number Address :&ak Dri;e &.;,A4,o License # Cs lo1663 ??G»irAt M g as zeQ Home Improvement Contractor# 140e .L Email Afmmc wic O 06!-v-4a,vY.eam Worker's Compensation # &yAM4Daf66AX fj&3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO m q4gwgy t1s Lr Ig .Slns C,6 oMc es Q 71�J61m- SIGNATURE C 7 / DATE .9-,77-A&Ift r- i 4 FOR,OFFICIAL USE ONLY L •r ARPLICATION# DATE ISSUED ` fi MAPS/PARCEL NO. ADDRESS ' VILLAGE .- OWNER- �r • n I M it o t DATE OF INSPECTION: ` `Y FOUNDATION FRAME } r' • INSULATION = FIREPLACE ' ° ELECTRICAL: ROUGH FINAL :' s PLUMBING: ROUGH FINAL= } FINAL GAS: ROUGH ° FINAL BUILDING, DATE-CLOSED OUT ? kWCIATION PLAN NO. y The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations l 600 Washington Street Boston,MAC 02I11 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leltibly Name($usiness/Orgvuzaitiortllndividtial): _Sgla�City Corporation Address: 3055 Clearview Way City/State/Zip: San Mateo,_CA,94402 . Phone#: 888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): 1.IM I am a employer with 5000 4. 10 1 am a general contractor and 1 6. r]New construction . employees(full and/or part-time).* have hired the sub-contractors 2.EJ 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. [3 Demolition working for me in any capacity. workers' comp. insurance.' 9. E3 Building addition [No workers'comp. insurance 5. 13 We are a corporation and its required:] officers have exercised their TO.I Electrical repairs or additions 3.El I am a homeowner doing al I work right of exemption per MGL 1 LQ Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no 12.[M Roof repairs insurance required.]t employees. [No workers' 13.0M Other Solar comp. insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Liberty_Mptual Insurance Company Insurance Company Name: ----- - - 7 _0-6_2b50 3._ 9/1/14 Policy#or Self-ins.Lic.#: __ Expiration Date ----- 90 Secon Avenue Job Site Address: W Hyannisport MA _ 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 S250.00 a day against the violator.'Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under thepains andpenalties ofperjury that the information;provided above is true and correct Simature: Date: -/ 8/28/2014__,__ ^ _ - - Phone#: 888-765-2489 - - Official use only. po not write in this area,to be completed by city or town ofciat' City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Cityffown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: a Phone#- '' ATE A� CERTIFICATE OF LIABILITY INSURANCE U08/21 2013Y) OB/21/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certaln 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 0726293 1-415-546-9300 CONTACT Brendan Irian _ _ NAME_: Qu Arthur J. Gallagher 6 Co. PHONE FAX Insurance Brokers of California, Inc., License #0726293 Ar �o.ErU: 415-536-4020 '_(AIC,No): 1255 BatteryStreet #450 > E-MAIL brendan quinlan@ajg.com ADDRESS: 9u J9• San Francisco, CA 94111 INSURER(S)AFFORDING COVERAGE NAICq INSURER A: LIBERTY MDT FIRE INS CO 23035 INSURED INSURERB: LIBERRTY INS CORP 42404 SolarCity Corporation INSURER C 3055•Clearview Way INSURERD: San Mateo , CA 94402 INSURERE: INSURER F COVERAGES CERTIFICATE NUMBER: 35272277 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADOL SUBR POLICY NUMBER MMftD LtR DDIYYYY MM DD/YYYY LIMITS A GENERAL LIABILITY TB2661066265053 09/01/1 09/01/14 EACH OCCURRENCE $1,000,000 R. DAMAGE TO RENT D 100,000 COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) $ CLAIMS-MADE a OCCUR - MED EXP(Any one on) $,10,000 )F Deductible[ $25,000 PERSONAL SADVINJURY $1,000,000 GENERAL AGGREGATE $2,000,.000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS•COMPIOP AGO $2,000,000 R POLICY PRO LOC $ A AUTOMOBILE LIABILITY AS266106 5 43 COMBINED SINGLE LIMIT 1,000,000 (Ea accident) X ANY AUTO BODILY INJURY(Per.person) $ ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Peraccident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ B WORKERS COMPENSATION WC7661066265033 (WI Retr )09/01/1 09/01/14 X I WRDCSTATU• 'ER AND EMPLOYERS'LIABILITY B ANY PROPRIETORMARTNERIEXECUTIVE YIN WA766DO66265023 (Ded) 09/01/1 09/01/14 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N❑ NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS(VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If mote space is mqulmd) Proof Of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Insurance Only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD satyasan 35272277 r y r' r, ! b Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 I � Boston Massachusetts 02116 Home ImprovementContractor Registration a Registration: -168572 S Type: Supplement Card SOLARCITY CORPORATION - Expiration: •3I8I2t)15 CRAIG ELLS ,. ,~ �- ----------- 24 ST. MARTIN STREET BLD 2 UNIT-1 1r' ' MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA 1 Co 20rt-ts'1, Address (� Renewal (.Employment, U Lost Card Office of Consumer Affairs&Business Regulation License or registration valid for individul use only H OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: '+� x Office of Consumer Affairs and Business Regulation I �x Registration: 168572 Typr 10 Park Plaza-Suite 5170 Expiration; 3/8l2015 Supplernent,:ard Boston,MA 02116 SOLARCITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BLD 2UNI N AALBOROUGH,MA 01752 '— ilndersecretary, Not v lid without signature i 'Massachusetts Pep srlrnent of Pubtlt;Snfet, ` } Board of Building Re�uino;ni antl 5tandarcl,s s License..CS-107663.. CRAIG ELLS 266 BAKER STREET` Keene NH 03431� �� t; nlritl4 ttr�tay 08/29/2017 J Office of Consumer Affairs and Business Regulation - 10 Park Plaza - Suite 5170 Boston, Massachusetts.02116 Home ImprovementContractor Registration w , Registration: 168572 Type: Supplement Card +^ Expiration: 3/8/2015 SOLARCITY CORPORATION NILE MILLER 24 ST. MARTIN STREET BLD 2 UNIT MARLBOROUGH, MA 01752 = 4 Update Address and return card.Mark reason for change. SCA 1 0 2OM-05n1 [] Address 0 Renewal [ Employment Ej Lost Card ��� TGturiNrr�erarcc�/�c�n flti„rcc�tc3r(/' Mie of Consumer Affairs&Business Regulation_ g License or registration valid for individul use only R f ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: 4 Office of Consumer Affairs and Business Regulation W egistration: 168572 Type. 10 Park Plaza-Suite 5170 Expiration: 318/2015 Supplement 1'- rd P PP a Boston,MA 02116 SOLARCITY CORPORATION NILE MILLER 24 ST MARTIN STREET BLD 2UNI � �-- IWALBOROUGH,MA 01752 Undersecretary Not valid without signature DocuSign Envelope ID:9736FA73-3AD2-4E4C-A09E-BEE9322E07F6 �P,5dar of Y . 3055 Clearview Way, San. Mateo, CA 194402 SolarLease RC T (888) SOL-CITY F (650) 560-6460 SOLA " SUbMARY Date: 7/21/2014 Customer Name and Address Customer Name Installation Location Contractor License Jay Coyne 90 Second Ave MA HIC 168572/MA Lic. 90 Second Ave Barnstable, MA MR-1136 Barnstable, MA 02655 02655 Estimated Solar Energy Production First Year Annual Production: 6, 522 kWh Initial Term Total Production: 124,425 kWh Payment Terms Amount Due at Contract Signing: $0 Amount Due when Installation Begins: $0.00 Amount Due following Bldg. Inspection: $0.00 Estimated Price per kWh First Year: $0.1646 Annual Increase: 0.0 First Year Monthly SolarCity Bill: $89.45 Lease Term 20 Years • SolarCity's Promises to You: Your Prepayment and Transfer Choices • SolarCity will insure, .maintain,: and During the Term: repair the System `(including the If you move, you may transfer this inverter) at no additional cost to you agreement to the purchaser of your Home, as specified in the agreement. as specified in the agreement. SolarCity will provide' 24/7 web-enabled, - if you move, you may prepay the .monitoring at no additional cost to you, , remaining payments- (if any) at a as specified in the agreement. discount. • SolarCity will provide a ,money-back production guarantee, as specified in Your Choices at the End of the Initial the agreement. Term: • SolarCity will warranty your roof against leaks and restore your roof at • SolarCity will remove the System at no the end of the agreement as specified additional cost to you. in the agreement. *-You can upgrade to anew System with • The pricing in ,this Lease is valid 'for , the latest solar technology under a new 30 days after 7/16/2014. If you don't contract. sign this Lease and return it tous on • You may renew your agreement for up to or prior to 30 days after 7/16/2014, ten (10) years in two (2) five (5) year SolarCity reserves the right to 'reject increments. this Lease unless you .agree to our then • Otherwise, the agreement will current pricing. automatically renew for'an additional • We are confident that .we deliver one (1) year term at 10% less than the excellent value and customer service. ''then-current average rate charged by AS A RESULT, YOU ARE FREE TO CANCEL your local utility. ANYTIME AT NO CHARGE PRIOR TO CONSTRUCTION ON YOUR HOME. SolarLease version 6.4.1, July 2nd, 2019 : SAPC/SEFA Compliant Document Generated on 7/16/2019 DocuSign Envelope ID:9736FA73-3AD2-4E4C-A09E-BEE9322E07F6 22. PUBLICITY I have read this Lease and the Exhibits in their entirety and I acknowledge that.I SolarCity will not publicly use or have received a complete copy of this display any images of the System unless Lease. you initial the space below. If you initial the space below, you give SolarCity permission to take pictures of the System as installed on your Home to Customer's Name: Jay,Coyne show .to other customers or display on Docuftnedby: our website. Signatur 7A952BCADF23494... Homeowner's Initials, Date: 7/21/2014 23. NOTICE OF RIGHT TO CANCEL YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS Customer's Name: DAY AFTER THE DATE YOU SIGN THIS LEASE. SEE EXHIBIT 1,_THE ATTACHED NOTICE OF Signature- CANCELLATION FORM, FOR AN EXPLANATION OF THIS RIGHT. - Date: 24. ADDITIONAL RIGHTS TO CANCEL IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS LEASE UNDER SECTIONS 6 Nq C AND 23, YOU MAY ALSO CANCEL THIS LEASE .;,.-SolarCi■}`y AT NO COST AT ANY TIME PRIOR TO, COMMENCEMENT OF CONSTRUCTION ON YOUR SolarLease HOME. 25. Pricing SOLARCITY APPROVED The pricing in this Lease is valid for 30 days after 7/16/2014. If you don't sign this Lease and return it to us on Signature: or prior to 30 days after 7/16/2014, LYNDON RIVE,CEO SolarCity reserves the right to reject SolarLease this Lease unless you agree to our then current pricing. WSolarCity. Date: 7/16/2014 SolarLease version 6.4.1, July 2nd, 2014 SAPC/SEFA Compliant Version#37.9 ,es,` h� Ire ,/ 3055 Clearview Way,San Mateo, CA 94402 J 4.� A1td01 EW© ;5- (888)-SOL-CITY (765-2489) I www.solarcity.com WI jTE Uo i � S'ITiI;C`�l.10AL August 8,2014 Nr,-47319 Project/Job#026431 ' p / .i. RE: CERTIFICATION LETTER NFL. ' 7 • Project: Coyne Residence 90 Second Ave Barnstable, MA 02655 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= 8.5 psf,Roof LL/SL= 23.1 psf(Non-PV Areas),Roof LL/SL=23.1 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 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. Sincerely, t Andrew White,P.E. Digitally signed by Andrew White 'Structural Engineer Main: 888.765.2489,x2377 Date:'2014.08.08 16:14:16-04'00' email: awhite@solarcity.com '3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity:corn A2 ROC 243771.CA CSL6 888104.CO EC 9041.CT HIC 0532778,.00 HiC 7i 101486,OC HIS.71101488,HI CT-29770.MA HIC 16857Z MD MHIC 128948..NJ MH06160600,, - OR CCO 160498;PA 077343,TX TOLR 27006,WA GCL:SOLARC'9190T.0 2019 SoltirOlty.AN,rights reserved.. - e d a 08.08.2014 4 11t' ' TM Version#37.9 �a larLITV Sleekl�lount PV System Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Coyne Residence AHJ Barnstable Job Number: 026431 Building Code: MA Res.Code,8th Edition _ Customer Name _Coyne,_Jay Based On: �IRC 2009/IBC 2009 � Address: 90 Second Ave ASCE Code: ASCE 5 Gty/State: Barnstable, �MA__ _ _ _Rink Category_ Zip Code 02655 Upgrades Req'd? No ,r Latitude/Longitude: _`41636897 70.317294�'! Stamp Req'd? Yes SC Office: South Shore PV Designer: Carl Svagerko Ca'Iculations: Grady Koupal' EOR: Andrew White P.E. Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 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(SDC) = B< D .1 2-MILE VICINITY MAP • ch- . . Law • • 1th: of Massachusetts EOEA, USDA Farm Service Aciena A 90 Second Ave, Barnstable, MA 02655 Latitude:41.636897,Longitude:-70.317294,'Exposure Category:C LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf Hardware AssemblyWeight 0.5 sf PV stem Weight 3.0 Roof Dead Load Material Load Roof Category Description MP1 _ Roofing Type` Comp Roof ( 1 Layers)— —2.5_psf r_ Re-Roof to 1 Layer of Comp? No. _ Underlayment _ ____ Roofing Paper _- 0.5 psf� Plywood Sheathing _ Yes 1.5 psf Board Sheathing' '� None Rafter Size and Spacing 2 x 10 @ 16 in.O.C. 2.9 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 8.5 MP1 8.5 psf 1 _ Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At <200 sf Roof Slope 6/12 Tributary Area Reductio 1 Section 4.9� Sloped Roof Reduction Rz 0.925 Section 4.9 Reduced Roof Live Load Lr 4=Lo(Ri)(R2 Equation 4-2 Reduced Roof Live Load Lr 18.5 MPl 18.5 PSU Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9� 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 250 I Horiz. Distance from Eve to RidgeW 15.0 ft i Snow Importance Factor. Is. 1.0 Table 1.5-2 Snow Exposure Factor Ce Partiall i Exposed Table 7-2 Snow Thermal Factor. Structures kept just above freezing Table 7-3 Minimum Flat'Roof Snow Load(w//� Rain-on-Snow Surcharge)__ Pr-min 23.1 psf 7.3.4&7.10 Flat Roof Snow Load pf. pf=0.7(C.)(CJ(I)pg; pf>_ pf-min Eq: 7.3-1 23.1 psf 77% ASCE Design Sloped Roof Snow Load over urroun m Roo S Roof 1.0 Figure 7-2 urface Condition of Surrounding All Other Surfaces fOOf Design Roof Snow Load Over Ps-roof=(CS-.W)Pf ASCE Eq:7.4-1 SurroundingRoof Ps-roof 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over PV Modules Unobstructed Slippery Surfaces Surface Condition of PV Modules ,CS-� 1.0 Figure 7-2 Design Snow Load Over PV PS-W= (CS-P.)Pf ASCE Eq:7.4-1 Modules PS-PV 23.1 psf 77% • LCULATION OF DESIGN WIND LOADS=MP1 Mounting Plane Information Roofing Material Comp Roof �- PV System Type - SolarCity_SleekMountTm Spanning Vents No Standoff Attachment Hardware Comp Mount T- e C Roof Slope _ 250 Rafter.Spacingr___ _i_ _ 16"O.C. - Framing Type/Direction i Y-Y Rafters 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 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 Tablet-3 Topographic Factor K,� -- 1.00 Section 6 5.7 Wind Directionality Factor Kd _ 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 u -0.88 Fig.6-11B/C/D-14A/B Ext Pressure Coefficient Down GC 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p P=qh( ) Equation 6-22 Wind Pressure Up p -21.8 psf Wind Pressure Down 11.3 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 Net Wind,Uplift_at Standoff — T-actual - -347 Ibs - Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 69.3% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" (All Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff TributaryA-rea Tribes, 21{sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual 434)bs Uplift Capacity of Standoff T-allow 500 Ibs Standoff mand/Capacity DCR 86.7% COAAPANY PROJECT WoodWorks® � • Aug.'8,2014 11:35 MP1.wwb Design Check Calculation Sheet Woodworks Sizer 10.1 Loads: Load Type Distribution Pat- Location ,[ft] Magnitude- Unit tern . Start End Start End DL Dead Full Area No 8.50 (1'6_0).* psf PV LOAD Dead Full Area No 3.00 (16.0) * psf SL ISnow lFull Area No 30.00 `(16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs)and Bearing Lengths (in) : 0' 1'-8" Unfactored: Dead 132 ft 101 Snow 309 235 Factored: _ , r Total 441 336 Bearing: F'theta 492 .,492 Capacity Joist 645 c; 369 Supports - 586 vx 586 Anal/Des Joist 0.68 _ f. 0.91 Support 0.75 _ 0.57 Load comb #2 #2 Length 0.50* 0.50* Min req'd 0.38** 0.50* Cb 1.75 i 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports **Minimum bearing length governed by the required width of the supporting member: MP1 .Lumber-soft, S-P-F, No.1/No.2,2x10(1-1/2"x9-1/4") - Supports:All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at'16.0"c/c;Total length: 15'-7.1'; Pitch:6/12; ' Lateral support:top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); or F-1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs.Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 30 Fv' = 155 fv/Fv' = 0.19 Bending(+) fb = 547 Fb' = 1273 fb/Fb' = 0.43 Bending(-) fb = 45 Fb' = 556 fb/Fb' = 0.08 Live Defl'n 0.16 = <L/999 0.89 = L/180 0.18 Total Defl'n 0.22 = .L/716 1.33 = L/120 0.17 Additional Data: FACTORS: F/E(psi)CD CM Ct CL ' CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 . 1.00 1.00 2 Fb1+ 875 1.15 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 2. Fb'- 875 1.15 1.00 1.00 0.436 1.100 1.00 1.15 1.00 1.0'0 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 - 1.00 - - - - 1.00 1.00 - 2 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 310, V design = 274 lbs Bending(+) : LC #2 = D+S, M = 975 lbs-ft Bending(-) : LC #2 = D+S, M = 79 lbs-ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 139e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012),the National Design Specification(NDS 2012),and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3.Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5.SLOPED BEAMS: level bearing is required for all sloped beams. . 6.The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. TOWN OF BARNSTABLE GILDING PERMIT APPLICATION 6,6 Map - Parcel `. Application Health Division Date Issued PF Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address �0 02 Ave- cos VYJ� ' Village /� Owner J4V C o Address q0 01 no �4v� bL#qnn,l S 1A Telephone Permit Request 1AC1r4S-e_ S!2Z� OF ,exts4b -i� de-cr_ ll Xio fJec,< _ f Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type o w Lot Size Grandfathered: ❑Yes ❑ No If yes, attacf supporting,docnentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) a C�„ :p- Age of Existing Structure Historic House: .❑Yes ❑ No On Old King s Highway: OE�s ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) N n Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: 0 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) '4 Name vl oYh.Sp� 1 Telephone Number 'TM 3-7 Address �U �'� License # (J❑ -/ 7 � cf ,f,e- A- Da- 7 n Home Improvement Contractor# Emalle. peg,4 f�j ,Cy►n'► Worker's Compensation # LUC.V'o l(,o[1400 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO RzA,,skT r 20 r �- SIGNATURE DATE / FOR OFFICIAL USE ONLY APPLICATION# s DATE ISSUED # MAP/PARCEL NO. ra "s ADDRESS VILLAGE 6F OWNER r DATE OF INSPECTION: g g_' FOUNDATION FRAME € INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL Y .i FINAL BUILDING s t DATE CLOSED OUT s ,F ASSOCIATION PLAN NO. • The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 400 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ff�� Please Print Legibly Name(Business/Organization/Individual): Dv-u _ Address: �- City/State/Zip: V-0J-6kCr VAA—D)-T70Phone#: `f-2, -7 Are you an employer?Check the appropriate bog: Type of project(required): 1.�I am a employer with�_ 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. El 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' 9. ❑ Building addition [No workers'comp.insurance comp.insurance$ required.] 5. ❑ We are a corporation and its -10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per.MGL 12.0 Roof re airs insurance required.]t c. 152, §1(4),and we have no �,..,� employees. [No workers' 13.L�'�'er comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:_ 44A A-� 0,hwp 4� Policy#or Self-ins.Lic.#: WCv D\ lot` 0-1 ) Expiration Date: 9- 1 Job Site Address: qo Ay 141",VI 15 Y'�A— City/State/Zip: {tWl`'1 I 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$1,50-0.00 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 ere rti under thepains and penalties of perjury that the information provided above is true and correct. Si ature: Date: Phone#: Ltd--7 3-7 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." t An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance. requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 4-24-07 www.mass.gov/dia -N- PINE WAY X N67019' 15"E 10 00' 0 0 (U W 47.01 ' w O 3 EXISTING Z - FOUNDATION > c - TOF= 101. 5.4 0. . 0 a - o o � O R cu D � o coO t ( � Z cu W z lfl crL Its m LOTS � . N 101 __& 103 cn 8. 000 SF+\- cn 0. 18 AC+\- 100.00, S87 °19' 15"W OFMgssgc �� MICH ACL o LA,'; _:i_ cn No. CERTIFIED FOUNDATION PLAN sS`0'0 qN � P LOCUS: 90 SECOND AVENUE, W. HYANNISPORT, MA. 'O SURVti PREPARED FOR: REEF REALTY INC. LADUE LAND SURVEYING DATE: 1 1"=20 ' MICHAEL S. LADUE, P.L. S. SCALE: 20 51 CAPTAIN'S VILLAGE LANE BREWSTER, MA 02631 I HEREBY CERTIFY THAT THE FOUNDATION SHOWN 508-896-6707 ON THI LA ISTS ON THE GROUND AS SHOWN HEREON. nst Re at6ry Servicet HASSg Thomas:F.Geller,Director ` sasq. �i '-Tom<Perry Building Commissioner - 200.Maiu Street,Hyannis,MA 02601 www,town 0arzist 4 es ma.us : Office: 508462403:8 ' e Fax- {508-790-6230- Propexty Owner Must m Complete,and Sign This Sectio,n : f Using A Bider k as Owner of the subject property hereby authorize act on my behalf, in all matters relative to Fork au honzed by this building permit r. (Address of jab) , Pool fences'.and alarms are the responsibility of the applicant. Pools are not to be filled or'utilized before fence is installed and all final inspections are performed and accepted: S' ture of OvAer..' tote of Applicant- Rdnt ime _ Print ; Date. - v Q:F0R tS:oW-NERPsi23�:�I 0NPooL•S 62022 .. .. Massachusetts Departriient of Wtlic Safety �k Board of Build m ,Replat ons anclfStaitittartlg ' k C ttstrucYt�t ,Supervisor License a � tacense. 1> 54745 J4r JOSE44; ON, WAJfN�rAiC8 ` Expiration 917=113 "# t'�reaoiiat mmtwaser`' 3,5 Cffie zancuea�C/a�C/�aaaudetld Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ME=IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration .78670 Type: Office of Consumer Affairs and Business Regulation. xpiration:g 1RM Corporation 10 Park Plaza-Suite 5170 }K Y Y Boston,MA 02116 ONE CARPENTRY 1lVC �= t JOSEPH THOMSON`,q' s+" 10 STUART RD ROCHAESTER,MA 02770 Undersecretary Not valid without signature Details Page 1 of 1 Licensee Details Demographic Information Full Name: JOSEPH B THOMSON Gender: Owner Name: License Address Information ddress: Address 2: City: Rochester State: MA Zipcode: 02770 Country: United States License Information License No: CS-054745 License Type: Construction Supervisor Profession: Building Licenses Date of Last Renewal: 9/26/2013 Issue Date: Expiration Date: 9/7/2015 License Status: Active Today's Date: 9/26/2013 Secondary License: Doing Business As: Status Change: 18 Prerequisite Information No Prerequisite Information Discipline No Discipline Information Documentum http://elicense.chs.state.ma.us/Verification/Details.aspx?agency_id=1&license_id=243704& 9/26/2013 FfmiundernwV60119 Dept Fall 16111391.0260 To:7818261267 rDfax.D Fax: +17610201267 Pt e 1 f 1 III rZD13 12:21 R1� 911 112 01 3 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 ACONTRACT BETWEEN THE ISSUING INSURER(n AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: It the earllfieate holder Is m ADDITIONAL INSURED,the poilay(lea),must be endorsed If SUBROGATION IS WAIVED,subJed to the terms and eonellbons of the policy,a naln Policies nW require r andomement. A statwnrtt on this OwUllcato does not canter AgNs to the Cortifieoto holder In lieu of such andmerng e s PROOUOIR C PfTACT PHO FAX Renfrew Insurance Inc. IJAIC No EXI: (781)826-2627 (A;CC No,; (781)826-1267 273 Hanover Street EMAIL Hanover,MA 02339 PRODUCER INSURERS AFFORDING COVERAGE NAIC R INtAllltD INSURER A: Atlwtic Charter Insunme Company VDAC 44326 One C2apent ry,Ina. INSURER 0: INSURER C: 10 Stuart Road INSURER D: Rochester,MA 02770 INSURER E: INSURER F: COVERAGES: CERTIFICATE NUMBER: REVISION NUMBER: THIS INTO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY RCDUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIN CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 18 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAD)CLAIMS. N!R TTPI OF INWRAN01 A00L oven POLICY NUMeEA POLICY VrICTNt POLICY SKFIRATION LIMITI LTA L4SR wvo OATS(MMIODIYY) DATI IWAMONY) (b,Tl,awe„e l OtNIKAL LIABILITY EACH OCCURRENCE e COMMEROIALOENNNALLIASiUTY DAMAGE TO RENTED P R a w 3 a 0 CWMSNADB a OCCUR MEDE%P IAnreneFenv+) f ERIONALA ACV INJURY S GINERALAGO POATE S GENILAOOREOATE LIMIT APPLIES PErt PRODUCTS-COAPIOPACC S POLICY p-DJECT LOC AUTOMOBILI LIABILITY COAISNED SINGLE UMIT S ANY AUTO Me BODILYINJURT S EDALLowNlDAvroe Delp-am BCNEOULEDAUT08 BODILYINJURY S • (la AOOdaI1U HWlDAUTO9 PROPERTY DAMAGE S MCN- WNDEDAUT09 (BaACdaere) ..,, rrj P MRELLA OCCUR j 7 LITY M BACH OCGJRRINCB S 6661!99 CLAIMS Au01 ADOREOATE S DUCTIBLL�_ S TENnDN�' S A MPLL` 0pa LLA9L1Jr DNAND <✓ WCVOID61400 02/27/2013 OV2712014 X UMAT2 w oTHEA ark. I WYPRWPJCTORKARTNER'"ECU 1 aFFTCEI ENBERgi(CtLUDEOT , }�N NSA Policy Coverage State:MA EACH ACCIDENT i 500,000 ryliMird�alna�lCUJ.PROA610 8,102w DBEASE-POUCYUMIT S 500,000 asEAVE-EACH 9MPLOYEB a 500,000 OTMR DESCRIPTION OF OPERATIONSUCATIDNSNENICLES(AOaeh ACOAD 101,A 94110 W Ramona ScIviddo,if,Ilera apace 1e regNrad) I' II• .I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Town of Barnstable EXPIRATION DATETHEREOF,THE MUINGCOMPANYWILL ENOEAVORTOMAIL 200 Main Street 12 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. Hyannis,MA 02601 BUT FAILURETO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY Y OFANYKIND UPON THE INSURER,ITSAGENTS OR REPRESM4TATIVES. uTHDRaEEosePra6eeHTATIve / ACDRD 25(200941) Pogo 1 011 CERTIFICATE HOLDER COPY 01Y9t•PGDS ACORO CORPORATION,Afi rlphta nurvad. TOINN OF BAMASTABLE 20113 I I D I V S100 REMOVE EXISTING SECTION OF RAILING EXISTING HOUSE AND ADJUST TO FIT NEW OPENING DD STEP TO GRADE (SAME WIDTH AS EXISTING STEP) I" STAND OFF'S WITH LAGS (l6" OC) O ATTACH LEDGER TO HOUS DECK NOTES: 2X8 PT JOIST 16" OC EXISTING 5/4 DECKING TO MATCH EXISTING SHOWER VINYL RAILS TO MATCH EXISTING HANGERS WHERE NEEDED LAG LEDGER TO HOUSE W/ 1/2" LAGS d r I STEP TO .. . ..>........ . . .. GRADE F: FOOTINGS ADD DECK BOARD TO 12" TUBES 4''DEEP BREAK UP SEAM - 5'-6" 11'-0" EXISTING.DECK DECK PLAN ,i ,1 4x4 ST YIN L RAILINGS 4" DIA. MAXIMUM M X. 0 V - z I" SPACER BLOCKS 16" OC ui �(1 5/4 X 6 AZEK DECKING o FASCIA BOARD o X O 1/2 LAG BOLTS IN PRE- BOLT 4X4 TO FRAME U/ DRILLED HOLES 2x8 JOI T 16" OC 1/2" CARRIAGE BOLTS ° OC ui P o 2x8 JOISTS HANG 4X4 POSTS AT De 8'-0" O.C. MAX. TIED TO FOOTING a � TUBE DECK LEDGER CONNECTION m a 10" SONA 4' DEEP DECK AND' RAILING DECK CROSS SECTION DETAILS REMOVE EXISTING SECTION OF RAILING EXISTING HOUSE AND ADJUST TO FIT NEW OPENING DD STEP TO GRADE (SAME WIDTH AS EXISTING STEP) I" STAND OFF'S WITH LAGS (16" OG) O ATTACH LEDGER TO HOUS DECK NOTES: 2X8 PT JOIST 16 Or- EXISTING 5/4 DECKING TO MATCH EXISTING SHOWER VINYL RAILS TO MATCH EXISTING HANGERS WHERE NEEDED Q LAG LEDGER TO HOUSE W/ 1/2" LAGS O STEP TO GRADE FOOTINGS ADD DECK BOARD TO 12" TUBES 4' DEEP BREAK UP SEAM EXISTING DECK DECK PLAN r. VINYL RAILINGS 4 4" DIA. MAXIMUM M X, -- � I" SPACER SLOCIGS 16" OG • p(1 5/4 X Fi AZEK DECKING ° VV�� FASCIA SOARp o O 1/2" LAG SOLTS IN PRE- BOLT 4X4 TO FRAME W/ XDRILLED HOLES 2x8 JOI T 16" OC 1/2" CARRIAGE BOLTS ° 0 a I6" OC 4-7 v' 2x8 JOISTS MANGE ^�- -"tea 4X4 POSTS AT 8'-O" O,C, MAX. TIED TO FOOTING ° 10" SONA TUBE 4' DEEP DECK LEDGER CONNECTION m a DECK AND RAILING DECK CROSS SECTION DETAILS Town of Barnstable Building Department - 200 Main Street sAMSTABLE, * Hyannis, MA 02601 MASS. (508) 1639.S. 862-4038 pro�s Certificate of anc 0ccu p Y Application Number: 20062701 CO Number: 20070114 Parcel ID: 267004 CO Issue Date: 06108107 Location: 90 SECOND AVENUE Zoning Classification: RESIDENCE B DISTRICT Village: HYANNIS Gen Contractor: BOY, EVERETT W. JR. Permit Type: RCOO CERTIFICATE OF OCCUPANCY RES y, Comments: B din Department Signature Date Signed INE TOWN OF BARNSTABLE ti Building Application Ref: 20062701 " n it aAxxsaASl.>c, Issue Date: 12/13/06Perrn y MASS, �ArFD 39. a�� Applicant: BOY,EVERETT W. JR.' Permit Number: B 20061978 Proposed Use: RESIDENTIAL Expiration Date: 06/12/07 Location 90 SECOND AVENUE Zoning District RB Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 267004 Permit Fee$ 1,230.00 'Contractor BOY,EVERETT W.JR. Village HYANNIS App Fee$ 100.00 License Nunn 032809 Est Construction Cost$ 300,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COYNE,JOHN F&DIANA M BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 63 ERIN RD INSPECTION HAS BEEN MADE. TAUNTON, MA 02718 f� R Application Entered by: PR Building Permit Issued By: G—wd— THIS PERMIT CONVEY&NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK:OR PNY PART THEREOF,EITHER TEMPORARILY:OR PERMANENTLY; ENCROACHEIvIENTS ON PUBLIC PROPERPY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;MUST BE APPROVED BYE 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 APPLICABLESLJBDIVISION RESTRICTIONS,.;> -Y-=-MINLMUM 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). op r 2,, r sd• r ✓Z',., ,,. Via. � ."�;'. _u'� .'.'� 7 .s.. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS trJ�� 5e� 60 MP 3 k- t_ -O-j q l 1 Heating Inspection Approvals Engineering Dept Fire Dept A-1 2 and 6-3/ r Town of Barnstable Building Department - 200 Main Street BARNSTABLE, # Hyannis, MA 02601 9 MASS i6z� , (508) 862-4038 RFD MA'S A Certificate of Occupancy Temporary Application 20062701 CO Number: 20070100 Parcel ID: 267004 CO Issue Date: 05130/07 Location: 90 SECOND AVENUE Zoning Classification: RESIDENCE B DISTRICT Owner: COYNE, JOHN F & DIANA.M Proposed Use: SINGLE FAMILY HOME 63 ERIN RD TAUNTON, MA 02718 Village: HYANNIS Gen Contractor: BOY, EVERETT W. JR. Permit Type: RTCO RES TEMP CERT OF OCCUPANCY Comments: 30 DAY TEMP C.O. EXPIRES ON 6131107 06/30/07 `' Building Department Signature Date Signed Expiration Date �t T ti TOWN OF BARNSTABLE Building Application Ref: 20062701 * BAxxsrABI.E, Issue Date: 12/13/06 Permit y MASS. QpAr�O �A�� Applicant: BOY,EVERETT W.JR. Permit Number: B 20061978 Proposed Use: RESIDENTIAL Expiration Date: 06/12/07 Location 90 SECOND AVENUE Zoning District RB Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 267004 Permit Fee$ 1,230.00 Contractor BOY,EVERETT W.JR. Village HYANNIS App Fee$ 100.00 License Num 032809 Est Construction Cost$ 300,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COYNE,)OHN F 8i DIANA M BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 63 ERIN RD INSPECTION HAS BEEN MADE. TAUNTON, MA 02718 Application Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT-TO OCCUPY,ANY STREET;ALLY OR SIDEWALK OR ANY THERLOF°EITHER TEMPORARILY`0R'PERMANENTLY. ENCROACHEIvIENTS ON PUBLIC.PROPERTY;NOT.SPECIFICALLY PERIvIITTED:UNDI;RTHE BUILDING CODE,:MUST BE APPROVED BY THE JURISDICTION. STREET QR,ALLY,GRADES.AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWFRS;MAY BE OBTA_INED 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). 11 will BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 v �, -& '7 <1Q d 2 3 (k_ �j—O 1 Heating Inspection Approvals Engineering Dept Fire Dept D 2 Board of Health / 7 L . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �e�O—Rcv&;?700A t15 Map 2-� Parcel Application# ©� Health Division Conservation Division Permit# Tax Collector Date Issued hp Treasurer Application Fee l 0. Planning De Permit Fe 15d I _, Date Definitive Plan Approved by Planning BoardCD Historic-OKH Preservation/Hyannis <, i p Project Street Address L S66*0 AQC_luC 4VA 1gfSeJA_T— ' Village 9 1 S?b(Z� ev r- Owner 6j)ft (:IQ 'Qt AAA rr),,m Address >�� v2 1 Telephone Permit Request D CW-Ll.151-)E VJ/ ft:fl&_Tn 6A4AC>�_ I Square feet: 1st floor:existing proposed 22 2nd floor:existing / proposed Total new �O Zoning District Flood Plain Groundwater Overlay Project Valuation 3 tK) ObC) Construction Type 11JDD Rk_ Lot Size 5? .Qua Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure !AU Historic House: ❑Yes ANo On Old King's Highway: ❑Yes XNo Basement Type: �ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 2.2. Number of Baths: Full:existing �_ new Half:existing — new Number of Bedrooms: existing 2- new Total Room Count(not including baths):existing q new First Floor Room Count Heat Type and Fuel: )Gas ❑Oil ❑ Electric ❑Other Central Air: Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ANo Detached garage:❑existing ❑new size Pool:O existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Xnew size ?, Shed:0 existing ❑new size Other: S3&JF Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes *o If yes,site plan review# Current Use i'D�TJ�'nV°CL_5 Proposed Use 14,59C71g77 — SC BUILDER INFORMATION Name ci5�— Telephone Number 9&—3V 367(D Address SL_+�a _ g!!5� License# C5 C>3 2="O W 60c, DC/ iwcS M A- D2(o71 0 Home Improvement Contractor# LD13M Worker's Compensation# WCPr WQZ'/0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATU DATE Z P FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED °r 4 , MAP/PARCEL NO. ADDRESS VILLAGE OWNER , DATE OF INSPECTION:©, _ — O? FOUNDATION Ole— t ; • - FRAME pIC— O'` 7 "6 '7 r3a� _. INSULATION ®�C C3 . _ FIREPLACE ELECTRICAL: ROUGH FINAL ! , PLUMBING: ROUGH FINAL ,f , a, GAS_:: . ROUGH FINAL FINAL BUILDING j DATE CLOSED OUT ASSOCIATION PLAN NO. { -N- PINE WAY x N87019' 15"E 10 00' 0 clu Z 3 EXISTING to FOUNDATION _ TOF 101.54 0_ vo > O o m o Z N co V Z (n m CU LOTS. 101 .,& 103 8. 000 SF+\- m 0. 18 AC+\- 100.00' S87 °19' 15"W +��SN OF,4,gS �O MICHAEL No. 3i' t0 CERTIFIED FOUNDATION PLAN �gH�Ess,o oP OSURVE-� LOCUS: 90 SECOND AVENUE, W. HYANNISPORT, MA. PREPARED FOR: REEF REALTY INC. LADUE LAND SURVEYING' DATE: 1 1"=20 SCALE: 20' MICHAEL S. LADUE, P.L. S. 51 CAPTAIN'S VILLAGE LANE BREWSTER. MA 02631 I HEREBY CERTIFY THAT THE FOUNDATION SHOWN 508-896-6707 ON THI LA E ISTS ON THE GROUND AS SHOWN HEREON: 7R`4411372�j NSTAR SUM SW3024 03:43:03 p.m. 12-01-2006 2/2 !!' One Electric&Gas Company NSTAR N One STAR Way,Westwood,Massachusetts 02090-9230 EL EC TA/C GAS October 13, 2006 Diana Coyne 63 Erin Road E. Taunton, MA 02718 RE: 90 Second Avenue, W. Hyannisport Dear Diana Coyne: This letter will serve as confirmation that the electric service at 90 Second Avenue, W. Hyannisport, has been removed as of October 13, 2006. Based on this information, there is no electric power to this building and you may proceed with the demolition. If you have any questions, please contact me at (781) 441-3341 Sincere) , Inda Tavares New Connections Office CIC/XXX NewTemplate °f1HE TOE, Department of Public Works 47 Old Yarmouth Rd. Pv ti P.O.Box 326 °.� Water Supply Division Hyannis, NIA. 02601-0326 Ss.* BARNST * TEL:508-775-0063 .P MA g 1639. Hyannis Water System Operations FAx:508-790-1313 October 11, 2006 Town of Barnstable Building Inspector Town Hall Hyannis, MA 02601 RE: Service# 90 Second Avenue—West Hyannisport, MA Dear Sir: Please be advised that the above water service was shut off and the meter removed on 10/10/06. . The owner has informed us of plans to demolish the building. Sincerely, ayne Starck Hyannis Water System WW;0 WhiteWater•Pennichuck Operated and Maintained by WhiteWater,Inc.and Pennichuck Water Services Corp. Dec ?• 2006 4 2 4 P M REEF F.E A L T Y L TD "10 8 12 2,'2 NOV-26-2008 111E 02 s 56 Pig KEYSPAH ENERGY FAX NO. 608 394 5010 P, 01 y~ 12�7 Whites Pith uetireTy Cn r �r tfc orgy $of brmaty.MA GK& Navcanbcr 23.2006 1tp: Ott Secowl Ave. llyai;nis,Ma. t'o W11()n, it May Cortcettt, ribs jet€er is to evn{iroy that thue axe no Underground natural gas facilities to thu dlauve rcfets�iiu cl l,►a ycrty. 'plus%m crnI rUtned by our m-presmitative on November 2l,2006,. 1 cain be r(_t+cit;xd directly ac 50.9-760-7494-should there be any furtber questions. S rely, r Patricia cl n Construitiv3i Coordinator,C:apo Divisio:I �I Subcontractor Insurance Information Sorted by Initials Reef Construction Division (#100) Init. Name Contact(s) Service Insurance Info -------------------- ------------------------------------------------------------------------------------------------ --------------------------------------------- -------------- Ins. Hnd. Phone Numbers DCC Account ED Number Exp Date Rates A&EFOR A&E Forms Inc. Tom Williamson Foundation WComp 04/04/06 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- w)508-394-9046 m)508-958-2102 Other 04/04/06 ALLCAP All Cape Garage Door Co. David Johnson Garage Doors WComp 06/01/06 w)508-398-2757 f)508-428-1184 Other 06/01/06 + AMERCL American Cleaning Sharon Bosworth Interior cleaning WComp, 01/28/06 w)508-432-9346 m)508-367-6443 p)1-978-320-0( 017-38-5854 Other 08/18/05 AMWTR American Waterproofing Kenyon Keyes (KhKeyes(-)msi Foundation waterproofing WComp 01/31/06 w)508-255-0304 m)774-836-5344 018-44-2500 Other 12/04/05 ANDERS R.W.Anderson&Sons Inc Rick&Gary Framing labor WComp 09/18/05 w)508-888-5720 m)508-566-1010 f)508-833-175 04-3151157 Other 02/01/06 * APEX Apex Technology Group Brian Hubert- Tara Kelley fo: Computer Consulting WComp w)401-277-3000 f)401-277-1011 o)401-943-8`. Other * APPRAI Appraisal Company of CC Appraisals WComp w)508-255-8822 0508-255-9257 04-2892460 Other * ARNETT Keeton Arnett&Assoc. Keeton Arnett Business Systems Consultin; WComp w)508-3624038 156-26-9257 Other * ARNETT Kerry Arnett Kerry Arnett CONSULTING WComp h)508-360-1098 030-56-0364 Other ATLANT Atlantic Kitchen&Bath Bob'Gluskin Cabinets and Vanities WComp 04/01/06 ---------------------------------- w)781-826-0333 m)508-509-7613BOB p)EMAIL 13-4273713 Other 04/01/06 AVELLA Avellar Brothers Excavat Tom&Albert Avellar Excavation WComp 05/17/06 ------------------------- w)508-240-2730 m)508-237-2793TOM h)781-8 04-3412361 Other 05/08/06 BARNI ST Barnstable Electric Mike Ostrowski Electrical WComp 01/15/06 w)508-362-4194 m)774-994-0112 f)508-362-380 04-3496569 Other , 07/19/06 *Insurance coverage has expired;or the expiration dates are invalid; or the insurance withholding rates are invalid. +Insurance coverage will expire within 1 days. Printed 8/17/2005 at 10:46AM Page 1 of 15 Init. Name Contact(s) Service Insurance Info ------------------------------------------------- Ins. Hnd. Phone Numbers DCC Account ID Number Exp Date Rates BAXTER Baxter,Inc. cranes/riggers WComp 10/06/05 --------------------------------------------------------------------------------------------------------------------------------------- -------------- ---------------- ----------- w)508-775-0375 04-3026692 Other 08/01/06 BONFIG Bonfiglio Plastering Paul A.Bonfrglio blueboard&plastering WComp 03/04/06 ------------------------------------------------------------ w)508-778-1061 m)508-737-3882 f)508-778-106 20-0690820 Other 12/04/05 BORTOL Bortolotti Construction Bob Bortolotti/John Norman Excavation WComp 03/07/06 --------------------------------------------------------- - ------- w)508-771-9399 m)508-7764444JOHN f)508-4� Other 03/07/06 BRAMAN Daniel E.Braman,P.E. Daniel Braman Engineering WComp 12/31/99 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- w)508-362-6016 031-14-4787 Other 12/31/99 BRIGGS Briggs Landscape Constr Peter J.Briggs Landscaping WComp 07/03/06 ----------------- --------------------------------------------------------- w)508-539-7912 f)508-539-6622 04-3543191 Other 04/03/06 * CAD CAD Designs John"Jay" Malaspino designer/plans WComp ------------------------------------------------------------------------- ----------------------- -------------------------------------------------------_----------------------------- w)508-398-4144 m)508-776-7466 012-60-6362 Other CCALAR Cape Cod Alarm Co.,Inc. Gene Cormier Alarm Systems WComp 01/27/06 - --------------------------------------------------------------------- w)508-398-6316 f)508-398-5666 o)800-468-K 04-2763528 Other 09/01/05 CCCLOS Cape Cod Closet Systems Ron Mattes(rnldmt@aol.com) closet shelving WComp 06/30/06 - - --------------------------------------------------------------- w)1=800-698-6070 m)1-508-962-1990 f)1-508-8F 38-3448170 Other 06/30/06 CCCUST Cape Cod Custom Floors David Brown(Nancy)(cccfAc. flooring WComp 05/25/06 -------------------------------------------------------------------------------------------------------------------------- ------ ----------------- ---------- ---------------- w)508-778-1965 f)508-778-5575 028-40-7453 Other 12/13/05 CCVM CCVM Installations,Inc. Tim Walsh Vacuum Systems WComp 10/01/05 ------------------- ---------------------------------------.-------------------------------------=--------- ----------------------------------------------------------------------------- w)508-394-6203 20-1549769 Other 10/01/05 * CEC Coastal Engineering Co. site engineering WComp -----------------------------------------------------------------------------------------------------------I-------------------------------------------------------- w)508-255-6511 f)508-255-6700 Other * CHILDS Matt Childs Matt Childs Inspections WComp — ------------- --------------------------------- ------------------------------------------------------------------------------------------------------ w)508-989-1479 012-62-9161 Other CLARKE Scott R.Clarke Scott R.Clarke Framer WComp 10/23/05 ------------------------------------------------------------------------------------------------------------ m)508-280-8213 f)508-896-9213 h)508-896-74( 014-54-6479 Other 09/30/05 CLARKK Kurtis W.Clark Kurtis . Interior trim WComp 12/11/05 ----------------------------------------------------------------------------------------- m)508-237-3989 027-50-8006 Other 12/08/05 *Insurance coverage has expired;or the expiration dates are invalid; or the insurance withholding rates are invalid. +Insurance coverage will expire within 1 days. Printed 8/17/2005 at 10:46AM Subcontractor Insurance Information Page 2 of 15 Sorted by Initials a Init. Name Contact(s) Service Insurance Info Ins. Hod. Phone Numbers DCC Account ID Number Exp Date Rates CLIFFW Clifford Well Drilling Fred Clifford Well Drilling WComp 10/03/05 --------------------------------------- -- w)508-394-6721 m)508-509-9895 f)508-398-424 04-6317434 Other 11/12/05 COASTA Coastal Heating&AC Peter Merianos coastal-hvac@comcast.net WComp 09/14/05 ------------------------- w)508-965-9417 m)508-965-9412 f)508-586-463 04-3519788 Other 07/28/06 COYS Coy's Brook Inc. Sprinkler Systems WComp 09/21/05 w)508-362-4500 m)508-237-2338 f)508-362-916 Other 04/24/06 CRANBE Cranberry Landscape Kevin Casey WComp 05/13/06 w)508-385-6048 m)508-280-0888 52-2172717 Other 12/05/05 * DEA•k1.RE John Z.Demarest,Jr. John Z.Demarest,Jr. Engineering WComp -------------------------------------------------- ------------------------------ — -- ----------------------------------------------- ----------------------------- w)508-398-6717 049-36-0248 Other DENARD DeNardo Home Improvement Marc Denardo Vinyl Siding Installer WComp 12/20/05 ---------------------------------------------- --- w)508-477-5574 m)508-776-8396 f)508-477-899 04-3155866 Other 09/10/05 DIXONE Edward Dixon Ed Dixon Framer WComp 12/09/05 -- ----- -------- -------- -------- - ---------- ----- -------- ---------- m)508-292-2154 h)508-790-1127 189-78-2575 Other 12/09/05 DIXONJ Joseph Dixon Joseph Dixon Framer WComp 12/1 I/05 ----------------------------- -- -- w)508-362-5382 m)508-360-1320 031-56-2797 Other 12/08/05 DMSFH2 D.M.S.Fireplace Shop heatilators WComp 01/01/06 ------------ ------------------------- -- w)508-398-4100 04-3544375 Other 01/01/06 EARTHS Earth&Stone Mike Takach Landscaping WComp 12/02/05 ----------------------------------------------------------- m)508-776-7003 172-60-1244 Other 02/15/06 ELDRI Eldridge Custom Constr Peter Eldridge,Jr. Framer WComp 02/12/06 ------ --------- ----- ----------------- ----------------- -- — — )508-400-7256 m)508-400-7256 h)508-760-4,c 011-58-9147 Other 02/05/06 * ELLIS J.C.Ellis Design Co Inc Jason C.Ellis rlentna gis.nei WComp w)508-385-2228 04-3555358 Other ELLIS Ralph H.Ellis Mason Ralph Ellis (ralphe(a,capecod.i Mason WComp 04/01/06 ------------------------------------------- --- w)508-385-8555 m)508-776-6368 04-2513804 Other 01/01/06 FARREL Farrell Electric,Inc. Electrician WComp 01/01/06 --------------------------------------- -------------------------- ----------------------------------------------------------------------------------------------------------------------- w)508-255-1697 Other 01/01/06 *Insurance coverage has expired;or the expiration dates are invalid; or the insurance withholding rates are invalid. +Insurance coverage will expire within 1 days. Printed 8/17/2005 at 10:46AM Subcontractor Insurance Information Page 3 of 15 Sorted by Initials J ^ Init. Name Contact(s) Service Insurance Info -------------------------------------------------------------------=-------------------------------------------------------------------------------------------------------------- Ins. Hod. Phone Numbers DCC Account ID Number Exp Date Rates FELCO Felco,Inc. infona,felcoengineering.com-D Engineering WComp 12/18/05 ------------------ -------------------- --------------------------------------- -------------------------------------------------------------- ------------------------------ w)508-255-8141 f)508-255-2954 h)508-255-29`. Other 12/18/05 FIBERP Fiber Pro fiber glass repair WComp 08/19/06 w)508-759-3892 f)508-759-2050 04-3202386 Other 03/27/06 FLYNN Robert M.Flynn Robert Flynn Jr. Framer WComp.07/01/06 w)508-888-5006 m)508-648-1961 026-56-1521 Other 03/30/06 * FORDWA Walter C.Ford Walter C.Ford Framer WComp 07/22/05 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ w)508-362-7470 m)508-7374400 p)EMAIL IN N 137-76-7489 Other 02/28/06 FOWLER Paul Fowler Construction Paul Fowler (paulfowler(&com .Framer WComp 01/30/06 ---------- ------------------------------------------------------------------------------ -------------------------------------------------------------------------------------- ------ w)508-771-4946 m)508-364-7472 h)508-771-45 04-2971119 Other 01/18/06 GONSAL Lisa Gonsalves Cleaning WComp 01/24/06 ------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------- -------- w)508-398-4491 m)508-801-4928 025-56-1416. Other 12/23/05 GUTTER Gutter-Pro Enterprises (bill@thegutterpro.com) Gutters&Downspouts WComp 11/07/05 -------------------------------------------------------------------------------------------------------- ------------------------ — ----------------------------------- ------ w)508-746-0400 f)508-830-0694 o)800-994-3( 04-3213359 Other 11/07/05 GWWSID GWW Siding Gregory W.Wetmore Sidewaller WComp 06/17/06 w)508-385-9534 m)774-212-1401 p)508-638-746- 031-48-3941 Other 12/29/05 * HAML,Y1 Hamlyn Consulting Lynn Hamlyn WComp -------------------------------------------------------------------- -----------------------------------------------------------------------=--------------------------------- --------- w)508-896-5203 f)508-896-5203 04-3283317 Other * H ARNY'CO Harwich Concrete Block Granite&marble WComp -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- w)508-430-7770 f)508-430-7771 04-3262436 Other * I1MC Hettinger Management Doug Hettinger consulting WComp ------------------------ --- ----------------------------------------------------------------------- ---------------------------.-------------------------------------------------------- w)206-903-9985 p)EMAIL IN NOTES f)206-903 91-1958680 Other JONES Brad Jones Concrete Firs Frederick Bradford Jones concrete floors(capejones@ WComp 07/10/06 m)508-737-6072 03248-4848 Other 07/07/06 L&MGLA L&M Glass Co.,Inc. Vivi Lopes Glass&Mirrors WComp 05/01/06 -------------- ---------------------------------------------- ---------------------------------------------------------------- ---------------- -------------------------------- w)508-778-6888 m)508-654-0851 f)508-790-181 Other 05/01/06 LADNER JWL Landscape Contract Jeff Ladner Hydro-seed WComp 05/08/06 w)508-428-3124 m)508-776-2262 p)508-576-309 04-3541324 Other 06/16/06 *Insurance coverage has expired;or the expiration dates are invalid; or the insurance withholding rates are invalid. +Insurance coverage will expire within I days. Printed 8/17/2005 at 10:46AM Subcontractor Insurance Information Page 4 of 15 Sorted by Initials Init. Name Contact(s) Service Insurance Info ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Ins. Hod. Phone Numbers DCC Account ID Number Exp Date Rates { MAPINS MAP Insulation Co.,Inc. (bloxleyAinstalled.net) Insulation WComp 10/01/06 --------------- -------------------------------------------------------------- --------------------------------------------------------------- -------------------------------------- w)508-888-3599 m)774-229-6446PETE f)508-88 Other 10/01/06 MCLELL Thomas McLellan,P.E. Thomas McLellan Site engineering WComp 10/13/05 w)508-385-3426 f)508-385-3426 022-50-0439 Other 11/17/05 * MILLER Miller Finish Carpentry Edward L.Miller (miller316a_ Carpenter WComp 01/27/06 --------------------------------------------------------------------------------------------------------------------------------- --------------------------- -- ---------------------- w)508-385-0918 m)508-237-9396 050-56-1165 Other 04/29/05 MONGEA Mike Mongeau Mike Mongeau Roofer WComp 03/04/06 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- w)508-778-9797 m)508-367-2646 h)508-778-9, 030-40-1009 Other 12/12/05 MORRIS Morris Construction Joe Morris Decks WComp 03/22/06 ---------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------- w)508-760-5933 m)508-776-2450 025-56-7149 Other 03/15/06 NIXON Robert Nixon Robert Nixon (robert-nixonnai Painter WComp 07/09/06 ------------------------------------------- ----------------------------------------------------------------------------------------------------------------- -------------- w)508432-4105 m)508-237-5481 01140-5739 Other 07/08/06 NORTHE Northeast Construction Bob Tulloch (Patty) (rstnec(a-, Water services WComp 02/12/06 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- w)508-896-7713 0508-896-8532 o)866-896-7, 30-0001433 Other 02/23/06 NORTHS Northern Sealcoating (npiu@capecod.net) paving WComp 04/01/06 w)508-398-9474 m)508-776-5411 f)508-394-095 Other 01/22/06 NYBERG P.J.Nyberg Inc. -Peter Nyberg Excavation WComp 07/09/06 w)508-385-8832 m)508400-4453 h)508-385-7: Other 07/23/06 OURCO Robert B.Our Co.,Inc. Bob Our Excavation WComp 12/31/99 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ w)508-432-0530 m)508-776-2481 p)508-354-540 Other 12/31/99 PATTON Patton Electric,Inc. Richard Patton Electrician WComp 12/10/05 w)508-539-0200 t)508-477-0672 65-1202375 Other 07/30/06 * PIRES Ronald J.Pires Ronald J.Pires (Orion Enterp Framer WComp 12/27/05 w)508-548-6042 0508-548-6042 019-42-1742 Other 08/15/05 RAUNEL David Raunela David Raunela (draunelaAaol Electrical WComp 11/11/05 w)508-385-3424 m)508-367-3976 f)508-385-714 014-48-9334 Other 08/10/06 REYNOL Minot S.Reynolds,Jr. Minot Reynolds Test holes WComp 12/31/05 w)508-255-2710 m)508-237-1332 031-30-4900 Other 09/10/05 *Insurance coverage has expired;or the expiration dates are invalid; or the insurance withholding rates are invalid. +Insurance coverage will expire within 1 days. Printed 8/17/2005 at 10:46AM Subcontractor Insurance Information Page 5 of 15 Sorted by Initials Init. Name Contact(s) Service Insurance Info --------------------------------------------------------- --------- ---------- =---------------------------------------------------------------------------------------------- Ins. Hod. Phone Numbers DCC Account ID Number Exp Date Rates RODERI Roderick Construction Co Manny Roderick water installation WComp 12/17/05 ---------------------------------- ----------- --------------------------------------------------------------------------------------------------------------------------------- w)508-420-1256 m)508-776-6039 f)508-420-125 04-2734338 Other 07/07/06 ROSEKE Ken Rose Septic Service Kevin Rose Excavation WComp,11/01/05 --------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------ w)508-349-3479 m)774-229-6127 f)508-349-126 04-3584433 Other 04/01/06 ROUSSE Rousseau Painting Alan Rousseau (rou123(a,aol.c- Painter WComp 10/07/05 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- m)508-367-1646 p)508-727-1182 f)508-420-0914 04-2917609 Other 06/23/06 * RUSSAS George Russas George Russas (grussasAmsu. Drafting WComp w)508-385-8765 f)508-385-8765 011-40-8105 Other RYAN Mike Ryan Painting,Inc. Mike Ryan Painting WComp 07/06/06 -------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------- w)508-428-7722 m)508-280-7402 f)508-778-936 04-3464656 Other 02/25/06 RYDER Ryder&Wilcox,Inc. Engineering WComp 11/22/05 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- w)508-255-8312 f)508-240-2306 Other 11/22/05 SCOTTS Scotts Lawn Service Lawn Maintenance WComp 10/01/05 - --------------------------------------------------------------------=------------------------------------------------------------------------------------------------------------------- w)508-398-0105 o)1-800-640-8873 Other 10/01/05 SHANAH Shanahan Drywall/Plaster Mark Shanahan Drywall/Plasterer WComp 07/08/06 --------I------------------------------------------------------------------------ ---------------------------------------------------------------------- -------------------------------- w)508-224-6744 m)508-328-7920 f)508-224-674 04-3340810 Other 12/14/05 SMITH Jason P.Smith Jason P.Smith f2004Acom Interior trim carpenter WComp 08/12/06 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- w)508-280-3852 f)508-833-3590 020-84-9571 Other 07/08/06 STG S.T.G.Construction Sean Glennon Framer WComp 01/30/06 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- w)508-738-1148 f)508-759-6794 32-0097544 Other 02/14/06 TRIMWK Trim Works Adrian P.Reddy,Jr. Interior Trim WComp 02/02/06 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- m)508-726-0535 h)508-896-1775 021-60-9361 Other 11/21/05 TRIPOL Tripoli Carpentry Richard(Rick)Tripoli Roofing WComp 05/10/06 ------------------------------------------------------- --------------------------------------------------------------------- ---------------------------------------------------------- w)508-432-8700 m)508-317-5106 520-90-2643 Other 05/05/06 WINSLO E.F.Winslow Plumbing Freeman Winslow Plumbing/HVAC - WComp 04/01/06 ----------------------------------------------- -------------- -------------------------------------------- -------------------------------'----------- -------------------------------- w)508-394-7778 m)508-367-7305STEV f)508-35 Other 12/01/05 WOODFL Wood Floor Specialists John Elacqua Wood Flooring WComp 02/03/06 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- w)508-888-3958 m)508-654-0851 f)508-888-395 04-3235579 Other 02/03/06 *Insurance coverage has expired;or the expiration dates are invalid; or the insurance withholding rates are invalid. +Insurance coverage will expire within 1 days. Printed 8/17/2005 at 10:46AM Subcontractor Insurance Information Page 6 of 15 Sorted by Initials The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations d 600 Washington Street Boston, MA 02111 wwlv.mass.gov/dia Workers' Compensation Insurance Affidavit. Builders/Contractors/Fleet-;cians/Plumbers A Please Print Legibly pplicant Information REEF Realty, Ltd. Name (Business/organization/Individual)'. Address: P.O. Bog 186 24 School Street West Dennis Phone#: 508 394 3090 City/State/Zip:__ Are you an employer? Check the appropria box: F6. �&4,New project(required): 4. I am a general contractor and I construction1.❑ I am a employer with _--employees(fulland/or pelt=iuirFI�. ---- -- .t1iP_s»b-rontr2rtlirs-. - emodeling listed on the attached sheet 2.❑ 1 am a sole proprietor or partner- These sub-contractors have 8. MDemolition ship and have no employees working for me in any capacity. workers' comp.insurance. 9. n Building addition [No workers' comp: insurance 5. ElWe are a corporation and its 10.0 Electrical repairs or additions required.] officers have exercised their right of exemption per MGL 11.0 Plumbing repairs or additions 3.❑ 1 am a homeowner doing all work § ❑ Roof repairs c. 152, 1(4), and we have no 12. myself. [No workers comp. [No workers'ees l empoy . insurance required.]t 13.❑ Other c,Dmp'. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a newdt Ydicating such tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'c policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Acadia Insurance Company Name: _ WCA1300525-18 Expiration Date: S \ 4 . 7- Policy#or Self-ins.Lic.p #: City/State/Zip:A J P, �l5 eaT:0 Z6 Job Site Address: 10 5��� ��-- 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 th IA for insurance coverage verification. I do hereby ce ify nder the pains nd Ities of perjury that the information provided abov is true and correct: Date: Si afore: Phone#: SCH F only. Do not write in this area,to be completed by city or town official. n: Permit/License# hority(circle one): Health 2.BuildingDepartment3.city/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector rson Phone#: OWNER AUTHORIZATION FORM Please print or type Statement of ownership: We, John F. Coyne and Diana M. Coyne, as Owners of the subject property hereby authorize Reef Realty Ltd. to act on my behalf, in all matters relative to work authorized by this building permit application for: L101 & 103, #90 SECOND AVE, W. HYANNISPORT Name of Authorized Agent/ Contractor: Reef Realty Ltd. Everett Boy 24 School Street P.O. Box 186 West Dennis, MA 02670 f 77 EN i Signa `re -John F. Coyn Date Signature—Diana M. Coyne Date Print Name Print Name I ✓/ae �aavrrcaiuuealCti o�/�aaaacfucaella 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: Registratio.n :.101380 Board of Building Regulations and Standards Expiration:.6/25/2008 One Ashburton Place Rm 1301 Type: Private Corporation Boston,M 02108 REEF REALTY LIMITED Everett Boy,Jr. 24 School St./Box 186 West Dennis,MA 02670 Deputy Administrator Not valid without si ature .. �� —✓:lie �o7rvnzoaxur� o���eacliccoeCYa � BOARD-OF BUILDING REGULATIONS I t Licens : TRUCTION SUPERVISOR Number. CS 32809 Birthdate' 03/11/19. I 3 Expires 03/11/2008 Tr. no: 16229 Restricted;��00` • EVERETT BOY_:JR`- .f PO BOX 186 G- W DENNIS, M 02670- Commissioner Home: Departments:Assessors Division: Property Assessment Search Results New Search y ``�� ` New Interactive Maps »Y Owner: 2006 Assessed Values: COYNE, JOHN F&DIANA M 90 SECOND AVENUE Appraised Value Assessed Value Map/Parcel/Parcel Extension Building Value: $57,000 $57,000 267 /004/ Extra Features: $2,400 $2,400 Outbuildings: $0 $0 Mailing Address Land Value: $282,900 $282,900 COYNE,JOHN F&DIANA M Totals $342,300 $342,300 63 ERIN RD TAUNTON, MA. 02718 Tax Rates: (per$1,000 of valuation) 2006 REAL ESTATE Tax Information: Community Preservation Act Tax $64.80 Fire District Rates Town Barnstable-Residential $1.90 $6.31 Barnstable-Commercial $2.51 Commercial Hyannis FD Tax(Residential) $551.10 C.O.M.M. -All Classes $1.06 $6.54 Cotuit FD-All Classes $1.33 Personal Property Town Tax(Residential) $2,159.91 Hyannis- Residential $1.61 $6.49 Hyannis-Commercial $2.50 Other Rates W Barnstable-Residential $1.60 Community Preservation Act 3%of Town Tax W Barnstable-Commercial $2.46 Total: $2,775.81 Construction Details ..y Building Building value $57,000 Interior Floors Hardwood Property Sketch Legend Style Cottage Interior Walls Knotty Pine Model Residential Heat Fuel None Grade Average Minus Heat Type None ' # -- Stories 1 Story AC Type None Exterior Walls Wood Shingle Bedrooms 1 Bedroom Roof Structure Gable/Hip Bathrooms 1 Full i r, Roof Cover Asph/F GIs/Cmp living area 540 Replacement Cost $71261 Year Built 1938 Depreciation 20 Total Rooms 3 Rooms Land CODE 1010 Lot Size(Acres) 0.18 Appraised Value $282,900 _ �. ° -View Interactive Maps >> Assessed Value $282,900 q =` Sales History: Owner: Sale Date Book/Page: Sale Price: COYNE,JOHN F&DIANA M Feb 6 2004 12:OOAM 18198/202 $ 1 LYNCH, STEPHEN P 2392/329 $0 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FPL1 Fireplace 1 $2,400 $2,400 Property Sketch Legend BAS First Floor, Living Area FST Utility Area (Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story (Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area (Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) r` Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate. Report Date: 11/02/06 Data filename:C:\Program Files\Check\REScheck\Reef Realty\Second Ave,Hynprt 90.rck Energy Code: Massachusetts Energy Code Location: Hyannis,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 10% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 90 Second Avenue REEF Hyannisport,MA 508-394-3090 - Ceiling 1:Flat Ceiling or Scissor Truss: 983 38.0 0.0 29 Ceiling 2:Flat Ceiling or Scissor Truss: 352 30.0 0.0 12 Ceiling 3:Cathedral Ceiling(no attic): 209 30.0 0.0 7 Skylight 2:Wood Frame:Double Pane with Low-E: 14 0.370 5 Wall 1:Wood Frame,16"o.c.: 2323 13.0 0.0 167 Window 1:Wood Frame:Double Pane with Low-E: 188 0.350 66 Window 2:Wood Frame:Double Pane with Low-E: 12 0.330 4 Door 1:Glass: 40 0.330 13 Door 2:Solid: 41 0.160 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned.Space: 922 19.0 0.0 43 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space: 407 30.0 0.0 13 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 Massachusetts Energy Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Company Name Date Project Notes: Andersen HP,windows&Frenchwood Gliding door. FHA by gas,heating system. Page 1 of 4 i. CREScheck Software Version 3.7.3 �(j Inspection Checklist Date: 11/02/06 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling 3:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylight 2:Wood Frame:Double Pane with Low-E,U-factor:0.370 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.330 Comments: ❑ Door 2:Solid,U-factor:0.160 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: ❑ Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Page 2 of 4 4 Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts shall be insulated per Table J4.4.7.1. Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required 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 shall be provided. s Heating and Cooling Equipment Sizing: ❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Page 4 of 4 .�/t�ri-1A. .��...a.1�� .. _ . . .. -.D�ueL--�-Bra►,tan,��... ... __.._. 189 Harbor ?!Ohq PA 64: KYAA CT; off _E'er_ ,c.-t--( l.'C D . _ t- ,�os CL -------------- 040 r z , 2 �E� 3 _ _C Ri { { x r L t 3o ac.t-i. ...S 4 Q -2--. s 0 12_x.'ZZ 20 x. �� � Zo ©, S.-�• . -�• how Sats.oZ'� p5E :- �Cz"-.=..�[�' �•�1 s O.S 5 4- � _ IFL u-s 109--<<-Tto y C����1.'S t l'7YlS c�t'��ear. �YV► �.Z,boue, v��.�•s�,s RAMSBEAM V2.0 - Gravity Beam Design Licensed to: Dan Braman, P.E. Job: 90 Second Ave.Hyannisport Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) _ W10X17 ' Fy =. 36. 0 ksi ` Total Beam Length (ft) = 15. 00 Top Flange Braced By Decking ` LOADS: Self Weight = 0.017 k/ft Line Loads (k/ft) : Dist1 Dist2 DL1 DL2 • ' Pre DLI Pre DL2 LL1 LL2 0. 00 15. 00 0. 195 0. 195 0. 000 `` 0 . 000 . 0. 520 0. 520 SHEAR: Max V (kips) = 5. 49 fv (ksi), 2:26 Fv = 14'. 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb I Fb fb Fb Center Max + 20. 6 7 . 5 '0. 0 1. 00 15. 25 24. 00 15.25 24, 00 Controlling 20. 6 75 0. 0 1. 00 15.25 24 .00 --- REACTIONS (kips) : Left Right DL reaction 1. 59 1. 59 ' Max + LL reaction ° t , 3. 90 3. 90 Max + total reaction 5, 49 5. 49 DEFLECTIONS: Dead load (in) at, 7 . 50 ft = -0. 102 L/D 1771 Live load (in) at 7. 50 -ft = -0.249 L/D 722 Total load -(in) at 7 .50 ft •= 0. 351 L/D = 513 y y o a., a. . i \ RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. Job: 90 Second Ave.Hyannisport Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W10X26 Fy = 36. 0 ksi Total Beam Length (ft) = 22. 00 -(� Top Flange Braced By Decking LOADS: Self Weight = 0.026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DU Pre DL2 LL1 LL2 0. 00 22. 00 0. 180 0. 180 0. 000 0 . 000 ' 0. 480 0. 480 SHEAR: Max V (kips) = 7.54 fv (ksi) = 2 .81 Fv = 14 . 40 l MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 41. 5 11. 0 0. 0 1. 00 17 . 85 24 . 00 17 . 85 24 . 00 Controlling 41. 5 11. 0 0. 0 1. 00 17 . 85 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 2 .26 2.26 Max + LL reaction 5.28 5.28 Max + total reaction 7 . 54 7 . 54 DEFLECTIONS: Dead load (in) at 11. 00 ft = -0.260 L/D = 1016 Live load (in) at 11.00 ft = -0. 606 L/D = 436 Total load (in) at 11. 00 ft = -0. 866 L/D = 305 RAMSBEAM V2. 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. Job: 90 Second Ave.Hyannisport Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) r W12X22 Fy = 36. 0 ksi c� Total Beam Length (ft) = 16. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 022 k/ft Line Loads (k/ft) : Dist1 Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 16. 00 0. 360 0. 360 0. 000 0. 000 0. 840 0. 840 SHEAR: Max V (kips) = 9. 78 fv (ksi) = 3. 05 Fv = 14 .40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange ' Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 39. 1 8 . 0 0. 0 1. 00 18 . 48 24 . 00 18 . 48 24 . 00 Controlling 39.1 8.0 0. 0 1. 00 18 . 48 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3. 06 3, 06 Max + LL reaction 6. 72 6. 72 Max + total reaction 9.78 9. 78 f DEFLECTIONS: Dead load (in) at 8 .00 ft = -0. 125 L/D = 1542 Live load (in) at 8 . 00 ft = -0.274 L/D = 701 Total load (in) at 8 . 00 ft = -0. 398 L/D = 482 i Sk 18198 P0202 09279 p2—�6--2��04 al OI C 55P QUITCLAIM DEED MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 02-06-2004 0 01:55aa Ct14: 1285 DOCi: 9279 I,Diana M.Coyne Fee: $.00 Cons: E1.00 of Taunton,Bristol County,Commonwealth of Massachusetts for consideration paid,and in full consideration of One($1.00)Dollar and Love and Affection grant to John F.Coyne and Diana M.Coyne,husband and wife as joint tenants of 63 Erin Road,East Taunton,MA 02718 with quitclaim covenants the land in Hyannisport in the Town and County of Barnstable,bounded and described as follows: Being lots numbered 101 and 103 as shown on the plan of land drawn by F.O. Smith, C.E. dated August, 1893 and recorded in Barnstable Deeds Book 205 Page 601 and situate on the easterly side of Second Avenue at the corner of Pine Street,Bounded as follows: NORTHERLY by Pine Street,one hundred(100)feet; BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS EASTERLY by lots 22 and 20,eighty(80)feet;Date: 02-06-2004 0 01:55am Ctl*: 1285 Doi_.: 9279 SOUTHERLY by lot 105,one hundred(100)feet;and Fee: 9.00 Cons: $1.00 WESTERLY by Second Avenue,eighty(80)feet, Containing in all eight thousand(8000)square feet of land with the buildings thereon. Subject to restriction that no building shall be erected thereon within ten feet of any street,nor within fifteen feet of any avenue. For my title see deed of I.M.Lynch,et al dated August 31, 1976 recorded in the Barnstable County Registry of Deeds in Book 2392 Page 329. Stephen P.Lynch died a resident of Takoma Park,Maryland,on March 9, 2003. Subject to the real estate taxes for the current fiscal period which the grantees assume and agree to pay. (Title Not Examined) WITNESS my hand and seal this c-l*day of February,2004. Diana M.Coyne COMMONWEALTH OF MASSACHUSETTS BRISTOL,SS. February /_�s $2004 Then personally appeared the above named Diana M. Coyne and acknowledged the foregoing instrument to be her free act and deed before me, A, " Louis M. k " My Com �( ; 0--.08'�. LMB File#5455 . +��'' i• 0 l TABLE REGISTRY OF DEEDS '` ""p R Ns •�/+NIIHN'1 r Bk 21587 P'o348 0`76053 S t 12-0 7—2006 a 1 1 = rJ4u dF� BAPIWASM BARNSTABLE TO Town of Barnstable U NOV 15 P 1 *36 Zoning Board of Appeals Decision and Notice Appeal 2006-093- Coyne Special Permit-Section 240-91.H(2),Demo/Rebuild on Nonconforming Lot Less Than 10,000 sq.ft. Summary: Granted with Conditions Petitioner: John F.and Diana M.Coyne Property Address: 90 Second Avenue,Hyannisport,MA Assessor's Map/Parcel: Map 267,Parcel 004 Zoning: Residence B Zoning District Background & Review: b' In Appeal 2006-093,the applicants,John F. and Diana M. Coyne, sought and were granted with conditions a Special Permit to demolish an existing single-family dwelling on an undersized lot and rebuild a new single- family dwelling on the undersized lot. The subject locus is an 8,000 sq.ft. parcel situated on the southeast corner of Second Avenue and Pine Way off Craigville Beach Road in Hyannisport,MA. In order to rebuild a new dwelling on a lot of less than 10,000 sq.ft.,the Barnstable Zoning Ordinance requires a special permit pursuant to Section 240-91.H(2). According to the Assessor's record,the lot is developed with a one-story, 540 sq.ft. one-bedroom dwelling that dates back to 1938. The structure measures 30 feet by 18 feet and has an attached 8 foot front porch. The existing structure intrudes 1.1 foot into the required front yard setback of 20 feet along Second Avenue. According to plans submitted,the applicants are seeking to build a new,three bedroom, single-family dwelling on the lot. Procedural &Hearing Summary: This appeal was filed at the Town Clerk's Office and at the office of the Zoning Board of Appeals on September 05,2006. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened November 1,2006,at which time the Board found to grant the permit subject to conditions. Board Members deciding this appeal were,Randolph Childs,James R.Hatfield,Ron S. Jansson,Kelly Kevin Lydon and Chairman, Gail C. Nightingale. Everett W.Boy Jr.,of Reef Realty LTD,represented John F. and Diana M. Coyne in securing this special permit. Mr.Boy presented the plans for the proposed new structure. He stated that the proposed new structure would not exceed that which is permitted under the Zoning Ordinance which is a 1,600 sq.ft. footprint and a gross total building structure area of 2,400 sq.ft. The Board cited that the plans originally submitted with the application do not conform. Mr.Boy stated that those plans would be revised to conform. Specifically,the overall length of the dwelling would be reduced from 58 feet to 56 feet and the Master Bedroom would be reduced in area thereby conforming to the 0.30 Town of Barnstable-Zoning Board of Appeals Special Permit 2006-093-Coyne floor area ratio. The reduced size of the building and a reduced deck area would bring the proposed dwelling into conformity with the maximum lot coverage of 20%. Mr. Boy cited similar dwellings that have been built in the neighborhood and concluded that this proposed structure would be an improvement over the existing structure that now exists on the lot. He cited that the existing dwelling is seasonal only and that the applicants hope to improve the lot with a structure that could be used year round as they may wish to retire to the Cape at some future date. The Board discussed the placement of the new home,its frontage and access onto Pine Way. It was noted that the proposed septic system is designed to meet Title 5 without variances from the Health Division. Public comment was requested and no-one spoke in favor or in opposition to the request. The Board discussed the need for a revised plan. It was discussed and agreed upon that the Board would proceed with findings and conditions,however, the permit would not be issued until new plans were submitted to the Zoning Board of Appeals Office and approved by staff of the Growth Management Department for conformity to this decision and the limitation imposed in Section 240-91.H(2). Revised plans,reflective of the representations made,were submitted to the Board's Office on November 03,2006. There were reviewed and approved by staff as they conformed to the requirements of the Ordinance and those conditions imposed by the Board at the November 151 hearing. The revised Architectural Plans for the proposed dwelling are entitled"90 Second Avenue,Hyannisport"and consists of six(6) sheets dated 07/13/06,with a revision date of 11/2/06, as drawn by George Russas. A copy of which was also submitted to the file. Findings of Fact: At the hearing of November 01, 2006 the Board unanimously made the following findings of fact: 1. Appeal 2006-093 is that of John F. and Diana M. Coyne for property addressed as 90 Second Avenue, Hyannisport,MA. The parcel is shown as Number 004 on Assessor's Map 267. It is in a Residence B Zoning District. The applicants seek,by way of a special permit from the Zoning Board,to demolish the existing single-family dwelling located on an undersized lot and rebuild a new,larger, single-family dwelling on that lot. The subject lot is an undersized lot of 8,000 sq.ft. 2. The Appeal seeks a Special Permit pursuant to Section 240.91.H(2). The applicants seek to demolish the existing single-family dwelling located on a lot and rebuild a new,larger, single-family dwelling. Section 240.91.H(2)requires a special permit in order to rebuild on all lots of less than 10,000 sq.ft. 3. According to the Assessor's record, the lot is developed with a one-story,540 sq.ft. one-bedroom dwelling that dates back to 1938. The structure measures 30 feet by 18 feet and has an attached 8 foot front porch. The existing structure intrudes 1.1 foot into the required front yard setback along Second Avenue. 4. The applicants are seeking to demolish the existing structure and build a new,three bedroom, single- family dwelling on the lot. The plans submitted showed a 1,599 sq.ft. footprint and a total structure area 2 Town of Barnstable-Zoning Board of Appeals Special Permit 2006-093-Coyne of 2,450 sq.ft. The applicant has recognized that those plans do not strictly conform to the 20% maximum lot coverage permitted nor the 0.30 floor area ratio limitation imposed on the Ordinance for such rebuilding. However,the applicant has agreed to reduce those plans to fully conform to the requirements for this permit to be issued. They will be submitting new plans to the Zoning Board office which will be reviewed prior to the issuance of this permit for conformity. 5. In order for this permit to be issued,the proposed new structure must comply with all requirements of Section 240-91.H(2),provision V. That is it shall conform to all of the following: • To the current setback requirement • With the maximum lot coverage of 20%or 1,600 sq.ft. for all buildings and structures • With a floor area ratio of 0.30 or 2,400 sq.ft. • The building conforms to the height restrictions. No waiver shall be given to these requirements as that would constitute a Zoning violation 6. With regards to the Special Permit Finding of Facts,this application falls within a category specifically excepted in the ordinance for a grant of a Special Permit and after evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a ' substantial detriment to the public good or the neighborhood affected. 7. As to the finding required by Section 240-91.H(2),provision `c' the proposed new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the appeal with the following. conditions: 1. Redevelopment of the property shall be as represented to the Board by the applicant as being in full compliance with the requirements of Section 240-91.H(2). A revised plan shall be submitted to the office of the Zoning Board within two weeks and reviewed and approved by the staff of the Growth Management Department prior to the approval of this permit. The revised plans shall be similar to those presented with the applicant in respect to the architecture and location of the structure. 2. The dwelling shall not exceed three bedrooms and shall be required to meet all of Title 5 and all local Board of Health requirements for the on-site septic system without variance from the Board of Health. The dwelling shall be connected to public water. 3. Construction shall comply with all applicable Town of Barnstable and the Commonwealth of Massachusetts Building Codes. 4. During all stages in the demolition and reconstruction of the dwelling,all vehicles,equipment, and materials associated with the demolition/reconstruction shall be required to be located off the paved roadway of Second Avenue and the traveled way of Pine Way. Nb vehicles,equipment, or materials stall be stored within the right-of-way of either Second Avenue or Pine Way. 3 Town of Barnstable-Zoning Board of Appeals Special Permit 2006-093-Coyne 5. Any mechanical equipment associated with the dwelling(air conditioners,electric generators,etc.) shall be located so as to conform to the minimum setback requirements of the district. 6. The development allowed in this permit is full build out of the property under the Zoning Ordinance. No further additions or structures shall be added nor those authorized,expanded beyond that permitted in this decision. 7. The properties shall be addressed and the dwelling's roadway number shall be posted in accordance with the Code of the Town of Barnstable Chapter 51,Building Numbering. 8. The use of this property is to be that of a single-family residence only. There shall be no renting,leasing or sub-leasing of the property for less than a 6-month period. 9. This decision must be recorded at the Barnstable Registry of Deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals Office and to the Building Division before any demolition or building permit is issued. The relief authorized must be executed within one year of the grant of this permit. The vote was as follows: AYE: Randolph Childs,James R. Hatfield,Ron S. Jansson,Kelly Kevin Lydon, Gail C. Nightingale NAY: None Ordered: Special Permit 2006-093 is granted with conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised within one year. Appeals of this decision,if any, shall be made pursuant to MGL Chapter 40A,Section 17,within twenty(20)days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. J G C.Nightingal Cha' Date Signed I, inda Hutchenrider,Clerk of the Town of Barnstable,Bamstable County,Massachusetts,heZeb�A ?l�il�¢�t� that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision�ol of the decision has been filed in the office of the Town Clerk. ��.••' ;• •®� %,� Signed and sealed this day r G� under the pains and penaltie:of �; _ i( Lg"7"',Z; ��,Lx / • W f z� • ,l S Linda Hutchenrider,Town C ''•..•••..••' 4 i f LEGAL NOTICES TOWN OF BARNSTABLE ZONING BOARD OF APPEALS NOTICE OF PUBLIC HEARING UNDER THE ZONING ORDINANCE NOVEMBER 1,Z006 To all persons interested in,or affected by the Zoning Board of Appeals under Section 11,of Chapter 40A of the General Laws of the Commonwealth of Massachusetts,and all amendments thereto you are hereby notified that:' 7:00 PM Appeal 2006-093- Coyne John F.and Diana M.Coyne have applied for a Special Permit pursuant to Section 240.91.H(2).The applicants seekto demolish the existing single-family dwelling located on a lot that is less than 10,000 sq.ft.lot and rebuild a new larger single-family dwelling. The property is addressed as 90 Second Avenue,Hyannisport,MA and is shown on Assessor's Map 267 as parcel 004. It is in a Residence B Zoning District. 7.15 PM Appeal 2006-094 Sroczenski Rod T:and Colleen M.Sroczenski have applied for a Special Permit pursuant to Sec- tion 240-91.H(2). The applicants seek to demolish the existing single-family dwelling located on the lot and rebuild a new larger single-family dwelling not in conformance with the current setbacks requirements. The property is addressed as 14 Johnson . Lane,Centerville,MA.and is shown on Assessor's Map•193 as parcel 077. It is in a Residence D-1 Zoning District. These Public Hearings will be held at the Barnstable Town Hail,367 Main Street,Hyannis, MA,Hearing Room,2n4 Floor,Wednesday,November 1,2006. Plans and applications may be reviewed at the Zoning Board of Appeals Office,Growth Management Depart- ment,Town Offices,200 Main Street,Hyannis,MA. 'Gail C.Nightingale,Chairman Zoning Board of Appeals The Barnstable Patriot October 13 and October 20,2006 o,V MAP 267 PARCEL 004 �1 1 01 '0013 -MAP Or II... a n x \\ �1 I _ 11 x �6 2 �,0 - h � VM67 - •t30 —x rVft46 1 t Q 1 • war MAP 0 11 \ z46 0 32 21 i8 7 a18 _ MAPLE W 267 - II 4 2776L ` f " MAP 2 ` 1 t 46 1 Ili I 08746 7 + t 47 MAP 267 ! ! 1 MAP MAP446 1 6 8 I I V y�'p�7 ww246 083''r 3_ �x � _ 088-001 �� ♦ `� MAP Mnai,s- 1 0 3 #622 ---02 00� '1 57 __ 08 t 0 4_ o" 002 1 — "- -01 i -"� c 10 _ 166 - 1 246 0267� f 2 0 t 70 4MAP 246 09 089 246 1 II '11 97 246 12 ON I _ _ UO x _ X�1 II ✓fl —ViP�— 1 - 9 1x MAP 246 y�.+l MAP 246 1 0 rva `pgg, LYY 094 r + ,_ _ nAP 266 tvs ld}�� -�- 031 A2 /! r ` O --tff246 �' 267 W s •106 I - t07 5. L C ♦120 245 t 9 11 45" M1 8 245 // I u • oP266 ♦D l i 144 111 2 113 1 - O , 9 ` t142 39 t1AP ,1."_--- 12 L xr% -`I`� / t / / Ilt 122s2°°{ 0 006t �U /A t 146 � 5 12 t 14e�r ," � ``.J I 1 1 tlso MAPIT5 1 MAP 245 i1 1 5-- MAP 266 98- 1 L _ 01 t I59 1�- 1 3 3 1 let 11 t MAP 245� OctA o s`x:<•<` N subject Parcel(s) ABUTTER LIST TYPE-Zoning Board of Appeals (ZBA) O 300'Buffer Around Subject Parcel(s) Abutters= Parties of Interest-those directly opposite subject lot on any w E public/private street/way and abutters to abutters. Notification ofEl ms all properties within 300'ring of the subject lot. Abutters SCALE: I'=200' WM PARM I1NES MAY NOT BE ACCIIRATL The parcel Ones on this MCLWAM:This map Is for plannhB purposes only.It may not be DATA SOURCES:PlaNmetdcs(human-enade features)was hdapreted from map are only graphic repesadatlms of Assesso/s tax parcels.They are I adequate for legal boundary deterntlr atim or regulatory Interpretation. 2001 acdal photographs.Topography was interpreted from 1989 aalal mat true property borrdarles and do not represent-ovate reWlonstdps This map does not represent an oo-the-y oumd survey.F2dargernmts beyond photographs,Parcel Ones were dWdzed from FY 2006 Town of Barnstable to physkal ob)ects on the map such as Mdldimg locatlots. a scale of V-100'may not meet established map accuracy standards. Assessor's tax naps. TO"OF SAMWAare CA UMr BARNSTABLE REGISTRY OF DEEDS. r "�' ►� Town of Barnstable grABM Growth Management Department b�0 9� 367 Main Street,Hyannis,MA 02601 -Ruth J.Weil,Director Regulatory Review Thomas A.Broadrick,Director, 200 Main Street,Hyannis,MA 02601 Phone(508)862-4785 Fax(508)862-47M December 7, 2006 RE: Certified copy signed by Linda Hutchenrider indicating that the 20 day appeal period has elapsed since the Zoning Board of Appeals filed it's decision regarding Appeal 2006-093 for John F. and Diana M. Coyne for property located at 90 Second Avenue, Hyannisport, MA., Assessor's Map 267, Parcel 004. This certified copy has been picked up in person by: j Name: Relationship to applicant: Q , Date picked up: 280 c Signed: i N C d CO rn � c-a �1 t C7 �, Ui C W —J rn ®E$E- Single 9-1/2" AJSTM 20 MSR JoistlLevel 21D1 ' BC CALC®9.3 Design Report-US 2 spans I No cantilevers 1 0/12 slope Monday,August 07,200614:58 Build 047 16"OCS Repetitive(Glued&nailed construction File Name: Reef 90 Second Ave Hyannisport-BCC Job Name: 90 Second Ave Description: Level 21131 Address: 90 Second Ave Specifier: be City,State,Zip: Hyannisport,Ma Designer. Customer. Reef Realty LTD. Company: Shepley Wood Products Code reports: ESR-1144 Misc: O� ��....__�_....___......_ __._._.......�_:...�-��,...� __-.--+_—.----.._s=,._...>�:—:_• _�:`:V-wv-x-u=-�- ...—.-_._....._.—mow s,:__._ 14-04-14 09-04-14 BO,2-5/8" B1,4" B2,2-3/8" LL 331 Ibs LL 813 Ibs y LL 230 lbs DL 79 Ibs DL 203 Ibs t DL 35 tbs Total Horizontal Product Length=23-09-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115"/" 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 23-09-12 40 10 16" Controls Summary Value %Allowable Duration Load Case Span Location disclosure Pos.Moment 1195 ft-Ibs 35.2% 100% 14 1 -Internal Completeness and accuracy of input must Neg.Moment -1308 ft-Ibs 38.5% 100% 1 1-Right be verified by anyone who would rely on End Reaction 395 Ibs 34.5% 100% 14 1-Left output as evidence of suitability for Int.Reaction 995 Ibs 34.0% 100% 1 1-Right Particular application.Output here based Cont.Shear 5561bs 47.9% 100% 1 1-Right on building code-accepted design Uplift 53 Ibs n/a 14 2-Right properties and analysis methods. P 9 Installation of BOISE engineered wood Total Load Defl. U1039(0.165") 23.1% 14 1 products must be in accordance with Live Load Defl. U1262(0.135") 38.0% 14 1 current installation Guide and applicable Total Neg.Defl. -0.03" 6.1% 14 2L building codes.To obtain Installation Guide Max Defl. 0.165" 16.5% 14 1 or ask questions,please call Span/Depth 18.0 n/a 1 (800)232-0788 before installation. BC CALC®,BC FRAMERS,AJS-, OA Allow %Allow ALUOISTV,BC RIM BOARDTm,BCIS, Bearing Supports Dim.(L x" Value Support Member Material BOISE GLULAMTM',SIMPLE FRAMING BO Beam 2-5/8"x 2-1/2" 409 Ibs 8.3% n/a Versa-Lam 1.7 SYSTEMS,VERSA-LAM®,VERSA-RIM 61 Beam 4"x 2-1/2" 1017 Ibs 13.6% n/a Versa-Lam 1.7 PLUS®,VERSA-RIM®,VERSASTRANDO,VERSA-STUDS are B2 Wall/Plate 2-3/8"x 2-1/2" 265 Ibs n/a n/a Unspecified trademarks of Boise wood Products, Cautions Uplift of 53 Ibs found at span 2-Right. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23132"thick sheathing glued and nailed to joist. F i }i f I Page 1 of 1 r B®SSE- Single 9-1/2"AJSTm 20 MSR JoistlLevel 21D2 BC CALL®9.3 Design Report-US 1 span I No cantilevers 0/12 slope Monday,August 07,2006 14:58 Build 047 16"OCS Repetitive Glued&nailed construction File Name: Reef 90 Second Ave Hyannisport.BCC Job Name: 90 Second Ave Description: Level 202 / Address: 90 Second Ave Specifier: be �i/ City State,Zip: Hyannisport,Ma Designer. Customer: Reef Realty LTD. Company: Shepley Wood Products Code reports: ESR-1144 Misc: Ll I i i i I i 12-M-14 BO LL 33 LL 336 Ibs r� Bt,4bs DL 84 Ibs 0 lbs DL 86 Ibs Total Horizontal Product Length=12-08-14 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type . Ref. Start End 100% 90% 115% 133% 125% OcS 1 Standard Load Unf.Area(psf) Left 00-00-00 12-08-14 40 10 16" Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 1324 ft-Ibs 39.0% 100% 1 1 Internal Completeness and accuracy of input must End Reaction 420 Ibs 36.7% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U918(0.165") 26.1% 1 1 output as evidence of suitability for Live Load Defl. U1148(0.132") 41.8% 1 1 particular application.Output here based Max Defl. 0.165" 16.5% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 15.9 n/a 1 Installation of BOISE engineered wood products must be In acoordance with %Allow %Allow current Installation Guide and applicable Bearing Support:S Dlm_jL x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load n/a 420 Ibs Unspecified n/a Hanger or ask questions,please call 131 WalltPlate 2-318"x 2-1/2" 429 Ibs n/a n/a Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Notes ALLJOIST®,BC RIM BOARD-,BC10, Design meets Code minimum U240 Total load deflection criteria. B01$E MS),VERSA-LAMS, TM SIMPLE FRAMING g ( ) SYSTEAA®,YERSA-LAM@,VERSA-RIM Design meets User specified(U480)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRANDS,VERSA-STUD®are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Wood Products, L.L.C. I Page 1 of 1 f B®LSE, Single 9-1/2" AJSTm 20 MSR JoistlLevel 21D3 BC CALC®9.3 Design Report-US . 2 spans I No cantilevers 10112 slope Monday,August 07,2006 14:58 Build 047 16"OCS(Repetitive(Glued 8 nailed construction File Name: Reef 90 Second Ave Hyannisport.BCC Job Name: 90 Second Ave Description: Level 21D3 Address: 90 Second Ave Specifier: be City,State,Zip: Hyannisport,Ma Designer: Customer. Reef Realty LTD. Company: Shepley Wood Products Code reports: ESR-1144 Misc: 3 2 , 12-10-14 12-10-14 BO,2-3/8" B1,3-1/2" B2,2-318" LL 305 lbs LL 1077 lbs LL 312 lbs DL 100 lbs DL 729 lbs DL 54 lbs Total Horizontal Product Length=25-09-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% OcS 1 Standard Load Unf.Area(psf) left 00-00-00 25-09-12 40 10 16" 2 wall Cone.Lin.(plf) Left 13-07-14 13-07-14 0 60 16" 3 attic Cone.Lin.(pif) Left 13-07-14 13-07-14 170 85 16" 4 wall Unf.Lin.(plf) Left 07-10-14 13-07-14 0 60 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 1175 ft-lbs 34.6% 100% 14 1 -Internal Completeness and accuracy of input must Neg.Moment -1754 ft-lbs 51.6% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 392 lbs 34.2% 100% 14 1-Left output as evidence of suitability for Int.Reaction 1769 lbs 60.4% 100% 1 2-Left particular application.Output here based Cont.Shear 9841bs 84.8% 100% 1 2-Left on building code-accepted design 0.14" 21.9% 14 1 properties and analysis methods. Total Load Defl. U1095 ( ) installation of BOISE engineered wood Live Load Defl. U1484(0.103') 32.3% 16 2 products must be in accordance with Total Neg.Defl. -0.037" 7.4% 14 2 current Installation Guide and applicable Max Deft. 0.14" 14.0% 14 1 building codes.To obtain Installation Guide Span/Depth 16.1 n/a 2 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMERS,AJS- Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST®,BC RIM BOARDTm,BCIS, BO Wall/Plate 2-3/8"x 2-1/2" 405 lbs n/a n/a Unspecified BOISE GLULAMT°' SIMPLE FRAMING B1 Wall/Plate 3-1/2"x 2-1/2" 1806 lbs n/a n/a Unspecified SYSTEM®,VERSA-LAMs&,VERSA-RIM B2 Wall/Plate 2-3/8"x 2-1/2" 366 lbs n/a n/a Unspecified PLUS®,VERSA-RIM®,VERSA-STRANDO,VERSA-STUDS are trademarks of Boise Wood Products, } Notes L.L.C. Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. i Page 1 of 1 Double 1-3/4" x 9-1/2" VERSA-LANKY 3100 SP Floor BeamlLevel 204 BC CALCO 9.3 Design Report-US_ 1 span(No cantilevers 0/12 slope Monday,August 07,200614:58 Build 047 File Name: Reef 90 Second Ave Hyannisport.BCC Job Name: 90 Second Ave Description: Level 21D4 Address: 90 Second Ave Specifier: be City,State,Zip: Hyannisport,Ma Designer: Customer: Reef Realty LTD. Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: 03-02-08� _ BO 81 LL 727 Ibs LL 727 Ibs DL 197 lbs DL 197 Ibs Total Horizontal Product Length=03-02-08 Load Summary five Dead Snow Wind Roof Live tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 03-02.08 40 10 06-02-00 2 stairs Unf.Area(psf) Left 00-00-00 03-02-08 40 10 05-02-00 Controls Summary value %Allowable Duration .Load Case span Location Disclosure Pos.Moment 741 ft-Ibs 5.3% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 468 Ibs 7.3% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U14020(0.003'1 1.7% 1 1 output as evidence of suitability for Live Load Defl. U17815(0.002") 2.0% 1 1 particular application.Output here based Max Defl. 0.003" 0.3% 1 on building code-accepted design erties and analysis methods. Span/Depth 4.1 n/a 1 Installation n of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load n/a 924 Ibs n/a n/a Hanger or ask questions,please call B1 Hanger Load n/a 924 Ibs n/a n/a Hanger (800)232-0788 before installation. BC CALCOD,BC FRAMER,AJSTA°, Cautions ALUOIST®,BC RIM BOARDT°' BCIS, $OISE GLULAM-,SIMPLE FRAMING Header for the hanger at BO is a Double 1-3/4"x 9-1/2"VERSA-LAMS 3100 SP. SYSTEM®,VERSA-LAMS),VERSA-RIM Header for the hanger at B1 is a Double 1-3/4"x 9-1/2"VERSA-LAM®3100 SP. PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUDQD are Notes trademarks of Boise Wood Products, _ .Design meets Code minimum(L/240)Total load deflection criteria. L.L.C. , Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram b d !, a I I 4� •' • a minimum=2" c=5-1/2" b minimum=3" d=12" Member has no side loads. Connectors are:16d Sinker Nails Page 1 of 1 B®�SEn Double 1-3/4" x 9-1/2" VERSA-LAM(g) 3100 SP Floor BeamlLevel 21D5 BC CALCS 9.3 Design Report-US 1 span No cantilevers(0112 slope Monday,August 07,200614:58 Build 047 File Name: Reef 90 Second Ave Hyannisport.BCC Job Name: 90 Second Ave Description: Level 205 Address: 90 Second Ave Specifier: be City,State,Zip: Hyannisport,Ma Designer: Customer: Reef Realty LTD. Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: 1 I F i f f I i I - -•__,�^�..�`a'�-'=,�;:,-..z= "+-._.v=..--:��__.^''—^`=.��^r»'1�i!--.?.._-'=�..w...,.__ ^- -c Room �==_°.='.�:cr�µ - .t:rc: -�-�.�^._.�:_ ._......_ i:.-r�...«y..s^.:-.,.yam.... .....�................wy.�..._ G.._._.._-...�.........._-.YC aYu'.sw ta.....a.-..-._.....«._....._�...S.Y_�: .-iS.�....-.".....�-..._.....__yY.::�•'L'...:.�-�_: _ ..-..... 12-10-14 BO B1,2-318" LL 1 D68 Ibs LL 348 Ibs DL 725 Ibs DL 539 Ibs Total Horizontal Product Length=12-10-14 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% Trlb. 1 Standard Load Unf.Area(psf) Left 00-00-00 12-10-14 40 10 01-04-00 2 wall Unt Lin.(plf) Left 00-00-00 12-10-14 0 60 n/a 3 D4 Conc.Pt.(Ibs) Left 00-00-00 00-00-00 727 197 n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 2773 ft-Ibs 19.9% 100% 1 1 -internal Completeness and accuracy of input must End Shear 761 Ibs 11.8% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U941 (0.163') 25.5% 1 1 output as evidence of suitability for Live Load Defl. L/2401 (0.064'7 15.0% 1 1 particular application.Output here based Max Defl. 0.163" 16.3% 1 1 on building code-accepted design erties and analysis methods. Span/Depth 16.1 n/a 1 Installation on of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing SupportS Dim.(L x Wl Value Support Member Material building codes.To obtain Installation Guide 8 BO Hanger Load n/a 1793 Ibs Unspecified n/a Hanger ( ask questions,please tcall all 00)232-0788 before installation. B1 Wall/Plate 2-3/8"x 3-1/2" 887 Ibs n/a 12.6% Unspecified BC CALCS,BC FRAMER®,AJS-, Notes ALLJOISTS,BC RIM BOARD-,BCI®, BOIDesign meets Code minimum U240 Total load deflection criteria. SYS E MO,VE S SIMPLE FRMING g ( ) SYSTEM®,VERSA-LAIVI@,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUSS,VERSA-RIMS, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products, Connection Diagram L.L.C. b�— d a f • i • a minimum=2" c=5-1/2" b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Sinker Nails Page 1 of 1 r Double 1-3/4" x 9-1/2" VERSA-LAM®3100 SP Floor BeamlLevel 206 BC CALL®9.3 Design Report-US . 2 spans[No cantilevers 1 0/12 slope Monday,August 07,200614:58 Build 047 File Name: Reef 90 Second Ave Hyannisport.BCC Job Name: 90 Second Ave Description: Level 206 Address: 90 Second Ave Specifier: be City,State,Zip: Hyannisport,Ma Designer: Customer: Reef.Realty LTD. Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: 2, s -��s�"a=-.:—.__. _ =_�K".xc•..—__ _ __.�.:�:=._�_ ...— _ .-r,_,_.-.r`—=^mac"- 'r.-� _ - __"—_ — _..-.-.....-.....r..............�.__ _ __..._._.......__......_.._ter_-.._wa. _-�.1...�....._ .. ....-..>..-...-.—ti.'..--sG.'^...-_-_:.'_...���...__-�.�—......._.._.-___�..i-.._..F--"'-__�_ 12-10-13 12-10-15 BO,2-3/8" B1,3-518" B2,2-3/8" LL 305 Ibs LL 1574 Ibs LL 328 ibs DL 449 Ibs DL 1082 Ibs DL 71 Ibs Total Horizontal Product Length=25-09-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 25-09-12 40 10 01-04-00 2 wall Unf.Lin.(plo Left 00-00-00 13-07-14 0 60 n/a 3 D4 Conc.Pt.(Ibs) Left 13-07-14 13-07-14 727 197 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 1991 ft-Ibs 14.3% 100% 14 1 -Internal Completeness and accuracy of input must Neg.Moment -2465 ft-Ibs 17.7% 100% 1 2-Left be verified by anyone who would rely on End Shear 620 Ibs 9.6% 100% 14 1 -Left output as evidence of suitability for Cont.Shear 1259 Ibs 19.6% 100% 1 2-Left particular application.Output here based Total load Defl. U1475(0.104") 16.3% 14 1 on building code-accepted design 0.048" 11.3% 16 2 properties and analysis methods_ Live Load Defl. U3193 ( ) Installation of BOISE engineered wood Total Neg.Defl. -0.03" 5.9% 14 2 products must be in accordance with Max Defl. 0.104" 10.4% 14 1 current Installation Guide and applicable Span/Depth 16.1 n/a 2 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x Vil) Value Support Member Material BC CALCO,BC FRAMER®,AJS-, BO Wall/Plate 2-3/8"x 3-1/2" 754 lbs n/a 10.7% Unspecified ALLJOIST@,BC RIM BOARD-,BCIO, B1 Post 3-5/8"x 3-1/2" 2656 lbs n/a 24.7% Unspecified BOISE GLULAMTM SIMPLE FRAMING B2 Walt/Plate 2-3/8"x 3-1/2" 399 Ibs n/a 5.6% Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Cautions trademarks of Boise Wood Products, Column at Bearing B1 analyzed forbearing only,column analysis has not been performed. L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1')Maximum load deflection criteria. Connection Diagram b+-- a f c ,. a minimum=2" c=5-1/2" b minimum=3" d=12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Ralr4 t tre:16d Sinker Nails w B®L$E- Single 9-1/2" AJSTNO 20 MSR Joisftevel 11D7 BC CALC®9.3 Design Report-US 1 2 spans I No cantilevers 10/12.slope Monday,August 07,2006 14:58 Build 047 16"OCS I Repetitive I Glued&nailed construction File Name: Reef 90 Second Ave Hyannisport.BCC Job Name: 90 Second Ave Description. Level 107 Address: 90 Second Ave Specifier: be City,State,Tip: Hyannisport,Ma Designer: 1/ Customer. Reef Realty LTD. Company: Shepley Wood Products Code reports: ESR-1144 Misa Ar 12-10-14 12-10-14 BO,6-7/8" B1,5-1/4" B2,6-718" LL 316 lbs LL 826 lbs LL 316 Ibs DL 69 lbs DL 207 lbs DL 69 lbs Total Horizontal Product Length=25-09-12 Load Summary Live Dead snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 1150/9 1330k 125% OCS 1 Standard Load Unf.Area(pso Left 00-00-00 25-09-12 40 10 16" Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 925 ft-lbs 27.2% 100% 14 1 -Internal Completeness and accuracy of input must Neg.Moment -1280 ft-lbs 37.7% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 347 lbs 25.0% 100% 14 1 -Left output as evidence of suitability for Int Reaction 1004 lbs 34.3% 100% 1 1 -Right particular application.Output here based 0 0 on building code-accepted design Cont.Shear 502 lbs 43.3 k 100/0 1 t-Right properties and analysis methods. Total Load Defl. U1463(0.102") 16.4% 14 1 Installation of BOISE engineered wood Live Load Defl. 1-11689(0.088") 28.4% 14 1 products must be in accordance with Total Neg.Defl. -0.024" 4.8% 14 2 current Installation Guide and applicable Max Defl. 0.102" 10.2% 14 1 building codes.To obtain Installation Guide Span/Depth 15.7 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMERS,AJS-, Bearing Supports Dim.(L x W) Value Support Member Material ALUOISTS,BC RIM BOARD-,BCIS, BO Wall/Plate 6-7/8"x 2-1/2" 385 lbs n/a n/a Unspecified BOISE GLULAMTm,SIMPLE FRAMING B1 Beam 5-1/4"x 2-1/2" 1033lbs 10.5% n/a Versa-Lam 1.7 SYSTEM®,VERSA-LAM®,VERSA-RIM PLUSS,VERSA-RIM®, B2 Wall/Plate 6-7/8"x 2-1/2" 385 lbs n/a n/a Unspecified VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products, Notes L:L.C. ' Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. r i f I i Page 1 of 1 I r e ti ROME- Double 1-3/4" x 9-1/2" VERSA-LAM@ 3100 SP Floor BeamlLevel 1%D8 BC CALCO 9.3 Design Report-US 1 span I No cantilevers 10/12 slope Monday,August 07,200614:58 Build 047 File Name: Reef 90 Second Ave Hyannisport.BCC Job Name: 90 Second Ave Description:Level 11D8 Address: 90 Second Ave Specifier: be / City State,Zip: Hyann)sport,Ma Designer: v Customer: Reef Realty LTD. Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: — e .. .._.-�.�, =:�:::::=-.�.---•_ __—.mow. `._E M 03-02-03 BO B1 LL 417 lbs LL 417 lbs DL 119 lbs DL 1191bs Total Horizontal Product Length=03-02-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 901Y0 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 03-02-08 40 10 06-06-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 430 ft-lbs 3.1% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 272 lbs 4.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L/24154(0.002") 1.0% 1 1 output as evidence of suitability for Live Load Defl. U31061 (0.001") 1.2% 1 1 particular application.Output here based Max Defl. 0.002" 0.2% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 4.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load n/a 536 Ibs n/a n/a Hanger or ask questions,please call B1 Hanger Load n/a 536 Ibs n/a n/a Hanger t600}232-0788 before installation. BC CALCS,BC FRAMERS,AJSTm, Cautions ALLJOISTS,BC RIM BOARD- BCIV, Header for the hanger at BO is a Double 1-314"x 9-1/2"VERSA BOISE GLULAMTm SIMPLE FRAMING LAM®3100 SP. SYSTEMS,VERSA-LAM®,VERSA-RIM Header for the hanger at B1 is a Double 1-3/4"x 9-1/2"VERSA-LAM®3100 SP. PLUSS,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are Notes trademarks of Boise Wood Products, Design meets Code minimum(L/240)Total load deflection criteria. L.L.C. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram b I-• d— c t' � t •1 • i a minimum=2" c=5412" b minimum=3" d=12" Member has no side loads. Connectors are:16d Sinker Nails r Page 1 of 1 BOISE, Single 1-3/4" x 9-1/2"VERSA-LAM®3100 SP Floor BeamlLevel 11D9 BC CALCO 9.3 Design Report-US 1 span No cantilevers 10112 slope Monday,August 07,200614:58 Build 047 File Name: Reef 90 Second Ave Hyannisport.BCC Job Name: 90 Second Ave Description: Level 109 Address: 90 Second Ave Specifier: be j City,State,Zip: Hyannisport,Ma Designer. V Customer: Reef Realty LTD. Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: Ff ` _ .s •��.:.J?�,,="J-.•_.::---__='!__'_..:�=t-=1rv===-S:.t�:.---:$s:..s••-=-..,`_._..—_`_.-.—�—_.�..'—_�_.=:.^..�_--:v':.--.... ..:.::"�_!�-i'..'.--_.......... ...yam••--'==^ ..—:•tif=-.—......:."_.-.::..^`.....::•��•--'-- --- :_ 02-00-08 BO Bt LL 71 Ibs LL 71 Ibs DL 84 Ibs DL 84 lbs Total Horizontal Product Length=02-00-08 Load Summary Live Dead Snow Wind Roof Live � Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 02-00-08 40 10 01-09-00 2 Unf.Lin.(plf) Left 00-00-00 02-00-08 0 60 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 79 ft-Ibs 1.1% 100% 1 1-Internal Completeness and accuracy of input must End Shear 35 Ibs 1.1% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U102975(0") 0.2% 1 1 output as evidence of suitability for Live Load Defl. U223862(0") 0.2% 1 1 particular application.Output here based Max Defl. 0" n/a 1 1 on building code-accepted design rtis and analis methods. Span/Depth 2.6 n/a 1 In talation of BOISE eng neered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load n/a 155 Ibs n/a n/a Hanger (8 ask questions,please call B1 Hanger Load n/a 155 Ibs n/a n/a Hanger 00)232-0788 before installation. BC CALCS,BC,FRAMERS,AJS-, Cautions ALUOISTS,BC RIM BOARDTM,BCIS, BOISE GLULAM-,SIMPLE FRAMING Header for the hanger at BO is a Double 1-3/4"x 9-1/2"VERSA-LAM®3100 SP. SYSTEMS,VERSA-LAMS,VERSA-RIM Header for the hanger at B1 is a Double 1-3/4"x 9-1/2"VERSA-LAMS 3100 SP. PLUSS,VERSA-RIMS, VERSA-STRAND®,VERSA-STUDS are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. { ! Page 1 of 1 I I BO�iE" Single 1-3/4" x 9-1/2" VERSA-LAM®3100 SP Floor BeamtLevel 11D10 BC CALC®9.3 Design Report-US 1 span No cantilevers 1 0/12 slope. Monday,August 07,200614:58 Build 047 File Name: Reef 90 Second Ave Hyannisport.BCC Job Name: 90 Second Ave Description: Level 11D10 Address: 90 Second Ave Specifier: be City,State,Zip: Hyannisport,Ma Designer: Customer: Reef Realty LTD. Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: 100 0 BO BI LL 153 Ibs LL 153 Ibs DL 104 Ibs DL 104 Ibs Total Horizontal Product length=02-00-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref, start End 100% 90% 115% 133% 126% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 02-00-08 40 10 03-09-00 2 Unf.Lin.(plf) Left 00-00-00 02-00-08 0 60 n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 131 ft-Ibs 1.9% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 58 Ibs 1.8% 100% 1 1 -Left be verified by anyone who would rely on Total Load Deft. U62159(0") 0.4% 1 1 output as evidence of suitability for Live Load Dell. U104500(0') 0.3% 1 1 particular application.Output here based Max Defl. 0" n/a 1 1 on building code-accepted design Span/Depth 2.6 n/a 1 properties and analysis methods. P P Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dlm.(L x M Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load n/a 257 Ibs n/a n/a Hanger (8 ask questions,please can B1 Hanger Load n/a 257 lbs n/a n/a Hanger 00)232-0788 before installation. BC CALC®,BC FRAMERS,AJS-, Cautions ALLJOISTS,BC RIM BOARD- BCI®, BOISE GLULAM-,SIMPLE FRAMING Meader for the hanger at BO is a Double 1-3/4"x 9-1/2"VERSA-LAM(g)3100 SP. SYSTEMS,VERSA-LAMS,VERSA-RIM Header for the hanger at B1 is a Double 1-3/4"x 9-1/2"VERSA-LAM®3100 SP. PLUS®,VERSA-RIMED, VERSA-STRAND®,VERSA-STUDS are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1"}Maximum load deflection criteria. Page 1 of 1 f ROME- Double 1-3/4" x 9-1/2" VERSA-LAM®3100 SP Floor Beam%Level 11D11 BC CA)_C®9.3 Design Report-US .1 span I No cantilevers i 0/12 slope. . Monday,August 07,2006.14:58 Build 047 File Name: Reef 90 Second Ave Hyannisport.BCC Job Name: 90 Second Ave Description: Level 11D11 Address: 90 Second Ave Specifier. be City,State,Zip: Hyannisport,Ma Designer. (� Customer. Reef Realty LTD. Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: 2 i I i 1 1 i .,,ate==-__.... ._..____._. y......._._... z._.•sc:-.a.,--. .. .._........_....... _ ._�.'..---�...�__...-..._--...........z..._n=.�.._.._- --, .......r=—_._.�.w.�_r-.yam•s..::...•...�::'.�... — e •-______...r _...__ _ __...__.____.._._...,-u.._-.__" ^ti...-._.—_. �.�_....._._.....�.'_...Yam^�..._ B0,6-7/8" B1,2-5/8" LL 818 Ibs LL 511 Ibs DL 766 Ibs DL 609 lbs Total Horizontal Product Length=12-10-14 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 12-10-14 40 10 01-04-00 2 wall Unf.Lin.(plf) Left 00-00-00 12-10-14 0 60 n/a 3 D8 Cone.Pt.(lbs) Left 03-04-14 03-04-14 417 119 n/a 4 D9 Cone.Pt.(Ibs) Left 03-04-14 03-04-14 71 84 n/a 5 D10 Cone.Pt.(Ibs) Left 05-04-14 05-04-14 153 104 n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 4400 ft-Ibs 31.5% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 1398 Ibs 21.7% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U639(0.23") 37.5% 1 1 output as evidence of suitability for Live Load Defl. U1271 (0.116") 28.3% 1 1 particular application.Output here based Max Defl. 0.23" 23.0% 1 1 on building code-accepted design Span/Depth 15.5 n/a 1 properties and analysis methods. P p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x%M Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 6-7/8"x 3-1/2" 1584 Ibs n/a 7.7% Unspecified ( ask questions,please call 800)232-0788 before installation. B1 Beam 2-5/8"x 3-1/2" 1120 lbs 16.3% 14.3% Versa-Lam 1.7 BC CALCO,BC FRAMERO,AJS-, Notes ALUOISTO,BC RIM BOARD'"" BCIO, Design meets Code minimum L/240 Total load deflection criteria. BOISE GLULAM S SIMPLE FRAMING 9 ( ) SYSTEMS,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1"j Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Connection Diagram - b _d a I c a minimum=2" c=5-1/2" b minimum=3" d=12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. I Concentrated loads are not considered in side load analysis. Connectors are:16d Sinker Nails Page 1 of 1 . .... BOLSE- Triple 1-3/4" x 9-1/2" VERSA-LAM®3100 SP Floor Beam%Level 11D12 BC CALC®9.3 Design Report.-US 4 spans No cantilevers 1 0/12 slope Tuesday.August 08,200612:03 - Build 047 File Name: Reef 90 Second Ave Hyannisport.BCC Job Name: 90 Second Ave Description: Level 11D12 Address: 90 Second Ave Specifier: be / City State,Zip: Hyannisport,Ma Designer. F/ Customer: Reef Realty LTD. Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: {i f f I 5I I I I 6 1 I ai i 1 1 Ii s :_�..�._.�--_�•=.—.-:.�'__..�...?:sv.s3-_'*sz'::�s!-i__`..w_.._s=r.�c='�---'•--.�a�=av:::.,S_^-s_.-�:_�:.:_��==..=enw�::c_,3':r�sL-•�_. ..�..._._.. ____ _ _ __•_. .�. .- _ .,..�_. _•___. _ ._•_.....,�_....x.--_..._«.._.......».r....> ,...._�=.�._sM'..:==. ........s_:���v-mr.....-•-x-�...-'-._�_ .. �......-.........._._._._:.`.'ice?ert 07-10 00 A 07-08-00 A 09-01-00 - � oa-os-oo---- A BD 61 B2 B3 B4 LL 1999 lbs LL 4849 Ibs LL 15325 Ibs LL 14245 Ibs LL 4956 Ibs DL 521 lbs DL 810 Ibs DL 6766 Ibs DL 5912 Ibs DL 1667 Ibs j Total of Horizontal Design Spans=34-00-Go ! Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 1250/6 Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 34-00-00 40 10 13-00-00 2 FB01 Cone-Pt.(Ibs) Left 15-06-00 15-06-00 3364 1751 n/a ! 3 D5 Cone.Pt.(Ibs) Left 15-06-00 15-06-00 1068 725 n/a 4 FB02 Cone. Pt.(Ibs) Left 15-06-00 15-06-00 298 157 n/a 5 wall Unf.Lin.(plf) Left 15-06-00 34-00-00 0 60 n/a 6 2nd fl Unf.Area(pso Left 15-06-00 34-00-00 40 10 13-00-00 7 wall Unf.Lin.(plf) Left 19-00-00 34-00-00 0 60 n/a 8 attic Unf.Area(psf) Left 19-00-00 34-00-00 20 10 08-06-00 9 D6 Cone.Pt.(Ibs) Left 19-00-00 19-00-00 1574 1082 n/a I 10 FB02 Cone.Pt.(Ibs) Left 19-00-00 19-00-00 298 157 n/a 11 D11 Cone Pt.(Ibs) Left 15-06-00 15-06-00 511 609 n/a 12 D11 Cone.Pt.(Ibs) Left 19-00-00 19-00-00 511 609 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 13877 ft-Ibs 66.3% 100% 14 3-Internal Completeness and accuracy of input must Neg.Moment -186M ft-Ibs 89.2% 100% 22 3-Right be verified by anyone who would rely on End Shear -5163 Ibs 53.5% 100% 16 4-Right output as evidence of suitability for Cont.Shear 8637 Ibs Wfl% 100% 22 3-Right particular application.Output here based Uplift 236 Ibs n/a 22 1 -Right on building code-accepted design Total Load Defl. U469(0.241") 51.1% 16 4 properties and analysis methods. Installation of BOISE engineered wood Live Load Defl. U575(0.196") 62.6% 16 4 products must be in accordance with Total Neg.Defl. -0.077" 15.4% 14 2 current Installation Guide and applicable I Max Defl. 0.241" 24.1% 16 4 building codes.To obtain Installation Guide I Span/Depth 11.9 n/a 4 or ask questions,please call (800)232-0788 before installation. Cautions BC CALCBO,BC FRAMER®,AJS- Uplift of 236 Ibs found at span 1 -Right. ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLULAMT°-,SIMPLE FRAMING t Notes SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Design meets Code minimum(1-/240)Total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum(U360)Live load deflection criteria. trademarks of Boise wood Products, Design meets arbitrary(1")Maximum load deflection criteria. L.L.C. Minimum bearing length for BQ is 1-1/2". Minimum bearing length for B1 is 3". Minimum bearing length for B2 is 5". Minimum bearing length for B3 is 4-1/2". Minimum bearing length for B4 is 1-1/2". E/n2tered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ Paget o ldiate bearing ......................... . iOlaw' Double 1-3/4" x 9-1/2" VERSA-LAM®3100 SP Floor BeamlLevel 21D13 BC CALC®9.3 Design Report-US 1 span I No cantilevers 1 0/12 slope_ Tuesday,August 08,200611:36 Build 047 File Name: Reef 90 Second Ave Hyannisport.BCC Job Name: 90 Second Ave Description:Level 2013 Address: 90 Second Ave Specifier. be City,State,Zip: Hyannisport, Ma Designer: Customer: Reef Realty LTD. Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: - - - - =~I I - - ; - - -- I T _ - -- .��_._ _._.._�=���--.._-�:=:,-�-;���_�.-.��..___.___._.�_:...-.,m:.=:,:�-->.____.---�_ -,�:.v.�::�•�:�.�::::::•=sue�.=�...._::::::.�w.._...._-�� - _ -_ _ _ „_,_..��'�.�=-�_-t�:..�:.='r:=�=.=-�-=�-..��.w:.��-:xis.=.;-:-...:.._...�.-----_._..-..�._- ""'_;=�:�.:�•s! --"�;__-:—- ____.__ --:_ram—_—.�••---�•- -_ .._�: --_--- - =----- --=__ -- _----- BO,3-1/Z' B1,3-1/2.. LL 1284 Ibs LL 1284 Ibs DL 1364 Ibs DL 1364 Ibs SL 1284 Ibs , SL 1284 Ibs Total Horizontal Product Length=06-07-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type_ Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 06-07-00 40 10 06-06-00 2 walll Unf.Lin.(plf) Left 00-00-00 06-07-00 0 80 n/a 3 attic Unf.Area(psf) Left 00-00-00 06-07-00 20 10 06-06-00 4 Roof Unf.Area(psf) Left 00-00-00 06-07-00 15 30 13-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 5601 ft-Ibs 34.9% 115% 13 1 -Internal Completeness and accuracy of input must End Shear 26381bs 35.7% 115% 2 1 -Left be verified by anyone who would rely on Total Load Deft. U972(0.076') 24.7% 2 1 output as evidence of suitability for Live Load Defl. U1488(0.049") 24.2% 2 1 particular application.Output here based Max Deft. 0.076 7.6% 2 1 on building code-accepted design Span/Depth 7.7 n/a 1 nrstalati n o BOISEerties and s methods.is engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or as,questions, lease ca BO Wall/Plate 3-1/2"x 3-1/2" 3931 lbs n/a 37.8% Unspecified (800)232-0788 before i stalliation. B1 Post 3-1/2"x 3-1/2" 3931 lbs n!a 37.8% Unspecified BC CALC®,BC FRAMER®,AJST", Cautions ALLJOIST®,BC RIM BOARDT'" SCIO, BOISE GLULAMT'" SIMPLE FRAMING Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. SYSTEMS,VERSA-LAM®,VERSA-RIM PLUSO,VERSA-RIM®, Notes VERSA-STRANDS,VERSA-STUDS are Design meets Code minimum(U240)Total load deflection criteria, trademarks of Boise wood Products, Design meets Code minimum(U360)Live load deflection criteria. L.L.C. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram b~ d a I a minimum=2" c=5-1/2" b minimum=3" d=12" Member has no side loads. Connectors are:16d Sinker Nails, Page 1 of 1 PLAN 5H5 • EXTEND FRONT RAFTERS - OPT. 1.8 TO MEET DORMER ROOF MODIFED JOBB1296 TYPICAL TRIM: _ iXa FALN i X a PLANCHER ASPHALT ROOF SHN6 E5 W/LONT.VENT . A� Li R00F 5HIN0.E5 (1 X 10 FR1EZE BD. WDENTL MOLLD - - ON FRONT ONLY) FS-606 1 1/4 BED MOULD. y I., .1 X 5 CORNER WARDS(TYR) 1 Xa RAKES W/1 X 3 MOUD.(TYP. " ,X4W TRIM FRONT ELEVATION `ON FRO NT&RIGHT ` SIDE ONLY 4 tr ® ® ® ® ®®®®®®®® FB MOKE DETECTO 3 REVIEWE P l� /S p = 1 X 5 CORNER 1� / U—/}� x 5 coRN�x - IFMI ®®®®®®®® BonRDs rn.) RN ABLE BUILDING DEPT. ppTE BOARos(w.> w ®®®®®®®® ®®®®®®®® FIRE DEPARTMENT DATE WHITE CEDAR SHINGLES BRI X STEP FAN LITE 5TL DR WH TE cmAR sHwG Es BOTH SIGNATURES ARE REQUIRED FOR PERMRTI G ®5'TO THE WEATHER AS PER SPECS. W/PLASTER TRIM ®5"TO THE WEATHER 6 MMJDP TOP ' CARBON MONOXIDE ALARMS . EXTEND FRONT RAFTERS - MUST BE INSTALLED PER To MEET DORNER ROOF ASPHALT ROOF SHINGIP5 MASSACHUSETTS BUILDING CODE IN TH15 SECTION - TYPICAL TRIM - 1 X 9 FACIA - 1 x a PTANCHER ' W/CONT.VENT �. 1 X 10 FRIES BD.W/ W/110 FREEZE ED. , ® •. - y e 1 114 BED MOUD. ®® ® ® ASPHALT ROOFEml 1 X 5 CORNER W.5. TO MEET WIND,TOPSFEB SHINGI.E.S - WC.S 1 X 5 CORNER . BOARDS(Tyr) BOARDS OW..) - 1 Xa RAKE5 W/1 _ X 3 MOUD.(TYP. 12• 4'X 6'RINSE SHOWER W/ ---1 4• - E IOLO5URE Y ,y WHITE CEDAR SHINGLES ® 51 5'TO THE WEATHER 1 X 5 CORNER WGS. WDv. i BOARDS(hP.) ` WL.S. WLS 90 Second Avenue, Hyannioport REAR ELEVATION REvSED 11/vo6 Scale 1/4"=''0" RREVeM.EV'm 9/19/�W p., 7/13/� REEF REALTY LTD. rJ moo RN55a5 RZEv�gi2ni06 ELEVATION VIEWS Al of(a f PLAN 5H5 OPT. 1 B - - MODIFIED EXTEND FRONT RAFTERS JOB#1296 . TO MEET DORMER ROOF 12" " 12' - 4 X 4 PO5T5 1/2"%6"GALV.IAG BOLTS 12' ® ,6"O.G STAGERFD 6 hiETAL Jsr.FLANCE95®BDTH E DND 5 INSTALL TRIM W,H RIM ST. JMANGERS BD.0 CFI WHITE CEDAR ® SHINGLES , 1"SPACER✓` 2%8 P.T.JSTS `SIN'AD44 8EF9ND LEDGER 6 Loll OL. L/POST SUPPORTS 1%5 CORNER BOARDS(TYR) 10"5ONATUBE FTGS. FALSE 0 4'-0'50.OW GRADE RAKE 1 X B RAKES W/1 x 3 MOULD.(TYP) - wcs IX5CORNER DECK DETAIL. o BOARDS ENE:1/2"=V-O' RIDE SHOWY,W/ - 4'SUAS d SURE . 1%SCORNER X 6 COLLAR ® _ ® TE5®48'OL. 12' BOARDS(TYP.) 2%12 RIDGE WGS. W.CS. _ 1 --]5 118" t 2' 15#PAPER 2%1 O RAFTER., BRICK STEP O 16"O.0 ow..) A5 PER SffLS. WHITE CEDAR SHINGLES 1/2"P.YWD. EXTEND PARTRDN ®W TO THE WEATHER SHEATH.(TYP.) ATTIC aVAULT.SECTION ` ,"VENT HOLES 1 TYPAK . 0 CLOSED BAYS R-38 INSUL - HOUSEWRAP - 2%B"Oi.JSTS RIGHT ELEVATION M ATOM ®,6"oG(T Pa R 13 W50. 2%10 RAFTERS , Mr') 016"OL.(TYP.) FWL BATH 1/2"COX _ STAIRWELL R»w.(TYP) H2.5 CLIPS m EA 2 x 4%7'-4" VAULTED RAFTER 3/4'T 8 G PLYWD. j 2• - 6 USE BAFFLE. R-30 INSLL IN 0.UE 6 NNL(71P) WALL STUDS . BLOCK5(TYP.) SLOPED GIGS. 0Loll OL.(Tyr.) - TYPAR HOUSEN/RM BUILD TOP AJS 70 FiR JSTS rfrAR HOUR ' STti MOUSEWRAP ® 2" (Tyr) SLl FOYER0,M)WHITE CEDAR ) )SHINQES 1/2"CDX .fl.YWD.(TYl') HlnvD.(Tw) 1%5 CORNER STAIRWELL _ 2 x 4 x 8'-0" BOARDS CORNER FALSE 2 x 4%107 3/4" 3GL1E 6 NAa(TIP) WALL STUDS ix RAKES W/1 5TLV5016"O.C. _ ___ m16"OL.(TYP) x 3 MOUD,(TY?) nrria.s*s eerac TO TFE W g — R-19 WSL (2)15/ AJS 10 FLR JSTS WHITE CEDAR SHNGLES DAMPPROOF (TYP.) L GIRD.— . ®t oll OL(TYP.) OAMPPROOF BELOW GRADE BELOW GRADE I B5M'T. 4'%6'RWSE SHOWR W/ TROOF 65M'T. a 4'9A8 8 E SURE ®®® FFODUN7D.CONIC. 6 ML POLY BARRIER FOUND.((Tyr.) _ 312'COL 4'CONC.FIR OVER Wes. 1%5 CORNER d CONPACTFD SOL BOARDS WD.DECK wLs 'T.% "%,O"COL 16"%9"CONC F) s DIRECT VENT BRKK STEP FTGS.(TYP.)IXCFPT W/KEYWAY(TYPJ FOR HEATLATOR AS PER SPECS FOR I5EAm SUBPORT BLCO"Cl W.C. CR055 SECTION 90 Second Avenue,Hyannioport R�EVYGEii i i/110,3 06 Scale ,/a°=r-o° REEF REALTY LTD. D aWN ry LEFT ELEVATION REVISED 9„9,,, Dave 7/13/06 G-3,Fu-6 ��7/14/o ELEVATIONS&SECTION A2 of 6 • PION 5H5 . - MODFIED ^ - J05#1296 4'%6 RM5E 5HOWER W/ ® SMOKE DETECTOR . - l O'X 10, 4°SLAB&ENQASURE SMOKE DETECTOR .o WE).DECK PATIO PHOTO SXLTRC © 4 3 7' 2 314 12' �IL __ 4 6 22' - I vu� i i a p 4'OONC.- OVER Pito �p KrrCF♦EN - COMPACTED I®sots DINING AREA x g' Ob 5Am m W/2'PR y To DR m 13'9 x 12'7 a' 6'3x4'9 O 7 in - 5'6'PAAN) #2 W10X26#A3657L e , 12'OVFP.IWJG i 4X6 PO5T . ON COUNTER ___ _ __-__BM.BELOW J5T5._ ___ - FLAT LLG. y ____ ' k-2'3 6'H {g 4%6 P05T WiL O W10%5HED ABOVE EVE © ® ax6PosT DN -' GARAGE az6Pesr � 2' 23'9x23'3 2 2 5'6 114 •'99 _ -mc6o RE DF.7 OPEN TO ABOVE uT _-----------------. t° VENT HEATLATOR 2 x 6 I < WALL < LIVING W. ms r i v 15 1 x 127 BALING& OFFICE m I I 5A05TFR.S W 12 X 22#A36 5TL HM -� 14'3 x 197 I #3 ABOVE I - I I 16'%7'OVEP.1@AD DOOR - 2x6WN1 F0-42OR sngn a p4T9 I W/12'TRANSOMABOVE RD.=42'WX C i QDSET � < 4o'H%24'D 15'6 3' 2 a 1215 2' 4'6 O 63 O 6'3 ® 6'3 O 65 O 45 4' 34' 24' 5H' 2 U5E&'-0"5TUD5 ON 15T RR.ONLY NOTE CAIOJIATION5 FOR COVERAGE WERE TAKEN FROM THE EXTERIOR OF THE WALL STIRS. 1500 5F.FOUND. 1802 TOTAL 5F.LIV.AREA,538 S.F.GARAGE&100 5F.WD.OEC K 2399 TOTAL 5F. 100 5.F.WID.DECK OFSTKLCTURE FIRST FLOOR PLAN 90 5econd Avenue, Hyandoport FOOT PRINT W/20%TOTAL SF. 922 5F LIY AREA 00T REVISED 1 1/2/06 `xalc 1/4'=1'-0" them by: REV SE�ri 9/1 si0" Der; 7/15/06 REEF REALTY LTD. George FuS6a9 ��7114106 FIRST FLOOR PLAN A5 of 6 PLAN SH5 OPT. 1 13 • MODE® JOB 1296 WDW TYPE 517E ROUGH OPENING DR. TYPE SIZE ROUGH OPENING 1 DOUBLE HUNG 2446 2'-0 10'X 4'-9 1/4" A FAN LITE DR 3'-0"X 6-8" 3'-2 1/2"X 6-1 O 1/2" - 2 DOUBLE HUNG 2446-2 pkt. 5'-1 3/4"X 4'-9 1/4" B SLIDING M FWG6066 6'-0"X 6'-V' - - - - 3 DOUBLE HUNG 2432 2'-6 1/8"X 3'-5 1/4" C INT.WNG 2'-6"X 6-8" 2'-8 1/2"X 6-10 1/2" - 4 CASEMENT CN235" 3'-5 1/4"X 3'-5 3/8" D INT.6'MNG 2'-4"X 6'-8" 2'-6 1/2"X 6-10 1/2" 5 DOUBLE HUNG 2546-2 pkt. 6-9 3/4"X 4'-9 1/4" E POCKET DOOR 2'-G"X G'-8" 5'-1 1/4"X 6-1 O 1/2" 6 VELUX SKYLIGHT F5-606 44 3/4"X 46 715" F INT.51-FOLD 5'-0"X 6'-8" 5'-2 1/2"X 6-1 1 1/2" 7 DOUBLE HUNG 2446-3 7'-5 1/2"X 4'-9 1/4" G INT.131-PA55 6'-0"X 6'-8" 6-2 1/2"X 6.1 1 1/2" H INT.BI-FOLD 6-9'X 6-8" 6-2 1/2"X 6-1 1 1/2" R.O.'5 FOR ANDERSEN WINDOWS.VERIFY ALL MEA5. J ATTIC ACCESS 2'-4"X 3'-O" 2'-6 1/2"X 3'-2 1/2" K PLA.LDOWN EXCE 6-9" 25 1/2"X 54" - L 5TL FIRE DR. 2'-8"X G-8" 2'-10 1/2"X 6-10 1/2" - M 9 LIE 5TL DR 3'-0"X 6-8" 3'-2 1/2"X 6-10 1/2" - N ATTIC ACCE59 2'-4"X 6-8" 2'-6 1/2"X 6-10 1/2" , © 0 Q - • 7• 16•a u'a� 14• Ic s• ' -- - 15'6 2 4 4. 918 W�3'4 . 24'G BATH - . 15'9x7'10 - m j� M.DEDROOM DENOOM 2. „ms 23'9 x 14'1 1 15'1 x 127 0 © "1EQ. v HAL I HALL ©<i 7Y11.B•9 /�� � C IBIIx55..J <® . Q BIRD TOP ON - 5'8 5.10 - '- HIS m © e OPEN t0 BELOW STEP INiLR HER 0.05ET CLOSET --- 55x5655x5'6 _______________________________________ ' --------- PAUNG �? a.0.ar BALLSTT�.s s'6 sa—�k--s•10 ATTIC5TORAGE m LINE -- O ATTIC 5TORAGE rnx s ® SMOKE DETECTOR - 7'6 1 1'6 15' SMOKE DETECTOR 2 " PHOTO EIFLTRC 34' 1 90 5econd Avenue, Hyannioport 5ECOND FLOOR PLAN FEV15EDl.1112106 1/4'•=1-0"1 Ora oy. 880 SF.LM.AREA REVII D s i s 0066 D 7/,3/06 REEF REALTY LTD. R�711410 5ECOND FLOOR PLAN A4 of 6 PLAN 5H5 OPT. 1 B • _ MOPPED JOB#1296 - —( 2V4 99 4'11 22' `-' .. .. NOTE: i a'SONA-TLBE FIGS.® AJ5 JSTS.0 PART10N5 RUNNING 48"BELOW GRADE(TYP.) I PARAL EL TO J5T5.d GABLE RDA J5T5,OR USE SOLD BRDGNG 0 4' - _ Or,FOR R,51NG AOX96 01PJ WD.DECK I - PROP OUTER EDGE ABOVE - 51/2^BY 11/2, I I - ® SMOKE DETECTOR DOWN TO ACCEPT - 6.WEATNER5E5T NM-ER #4 RE-ROD I &'X7'-ta'COW-FOUPD. I- I 0JOINTS , WADS ON 16"X 9"COW. I I ———J `..DREAD FT65,W/KEY(TYP.) I 5EE MAL D-3 I I. AaPWwse FULLBA5EMENT o I ' I FOR 81tp�• � DBtE RIM JSTS.W/ � 8`x 3-9'CONC FOUND. ��S _ WALLS ON 16"x 9`CON 4 t E 0 I . (3 I)0 1 _ , I --- 5PREADFTGSW/KEYP.) LVLGO.BELOW 95 12 2' 7'10 SEE PETAL 0-2 GARAGE . — I ——L 1 23'4 z 22'8 I I I I I BM KT. b BM PKT. —— 156(1)4°CCL ON 31/2"LLL ON UNEXLAVATED 30" 3a'x1 36^x36^x12° CO NCFIGS.(TYP.)CONC FTG(TYP.) 4"CON.PUL OVER COPALED 5015 a a4ERODD 0Jws ----- IIIIIIII . N H •. I I ac s I r--- ------ ------zz WAL5 ON 16"X9OAL 9READ FTG5. N — OVERHA DOOR F -- . DROP 21"FORv 'a SEE DETAL D-1 STEP FfG. . 2' 15' 4' 15' 3'9 16'6 3.9 - 6a r ' 1 2 E 1500 5F.FOUND. 1005F.M.DECK FOUNDATION PLAN 90 5eoond Avenue, Hyannioport 1600 TOTAL 5F.OF REVISm:1112/06 Scala 1/4"=1'-O"I by FOOT PRIM W/20% P.EVLSEn 1 111106 D - 7113/06 REEF REALTY LTD. .R YM.9/1 19/06. �e?4/006 FOUNDATION PLAN A5 of 6 PLAN 5H5 OPT. 1 B 2 X 4 - .. I MOORED JOB#1296 AJ510 .. 12" BILO 4-r— 2 X 6 RAFTER5 8°X 7-6"mNC FOUND. ®16,OC. WAL5 ON 16°X 9"CONC. - - SPREAD FTG5.W/KEY 8°WAIL W/5 1/2' 6"FACIA& LEDGE DOWN 1 1/2" M ANCI-ER FOR P.T.2 X 6 ELL e"X 3'-9•mNC.FOUND. 24" WAIL5 ON 16"X9"COWL. _ (2)#5 RE-KOD 0 'p REM FTGS.W/KEY 12'MR W/ ' TOP&Dorrom OL NON VENTED o . EXTERIOR 5URFACE - h (2)95 RE-ROD® ' TOP&BOTTOM in .. - W5TA L 1 1/4° . .. v 5HIM UNDER ^1 T WALL DETAIL �1 BULKHEAD FOUNR WALL DETAIL �� SuiE 11 =r-0• swE 1/2•=r-0' D�3 vz•=r-0' HEATILATOR DETAIL . 2 2X,2 RIDGE $CALF,1/2"=1-0' 5 I/8'� EXTEND THE RAFTERS 2X 10 RAFTERS I x 6 COLLAR TO MEET THE POWER®16"O.L.(TYP.) ATTIC TIES 048'Or. 2• 15a PAPER TWAR (�.) NOUSEVJRAP 2 X 8 OG.J5T5. R-38 WSLL. 1/2"mX - - R-13 WSLI m ITI 16°O.C.(TYP.) W RAT O.G. Rom' ') (TYP) .. 1/2"COX 2 X 10 RAFTEK5 PLYAD.(TYP) BEDROOM 1. a 16^or-Ira,.) 2X 4X 7'-4' 1_L R-73 ATTIC NSTNLH25CP5 • • - WALL 5TLD5 314"T&G FUND. INSII &BAFFLE 5LOCK5 _ 0 161•O.C. GLUE&RAL VYP) 0 EA,RAFTER" W12X22SA96 ` AJS-10 RR JSTS 2 R-30 t3c Km #3 STL 12ABOVE #2 JSTS. (4'X12 I/aE 0 16"O.C. J IN5LL - - vz'mx wloxz6rAB6sL PLYWD.(TYP) < BM BELOW•ETS.. 1/Y O.( 2 X 4 X UD 1/4" o ® GARAGE ® FLYND.(TYP) - WALL STUD50 q 2x4x1061/4° 4'CONC.FUR OVER WALL 5TUD5 COMPACTED 5015 .16"O.G ow.) W/2'PRQi T0I Fell xOUND 31.91,CONC. UNMAVATED e'X 3•-9"GONG ROOF OVERVIEW FOUND.(TYP.) FOUND.(TYP.) NOT TO SCALE 10 X 9"CONC-FTGS. 16"X 9"CONC.FTGS. W/KEYWAY(TYP.) MEMAY(TY?.) 90 5econd Avenue,Hyannioport REVISED:I WZ/06 5-1l. 1/4•'=1•-TY• Gravn by. CR055 5ECTION REVISED 11/11. Detic 7/13/06 REEF REALTY LTD. G�«9�ws5a6 'Z REVLSFJ>9/19/06 R�7/24/o CRO55 SECTION5 A6 of 6 Joist hanger REVISIONS: BY: Rlmb—dand AJS'%ldabl-alda. Wil rimle"rd and rhnJclsl with 2'h'(fid)nods at 6'o.c. t 1- IM Jo(6�nalro Versa-Lam h�+fens" LVL beam Rim Board F19 LVL Header Opening F13-C Exterior End Wall Support N.T.S. N.T.S. N.T.S. W W Q W LU D uj Ll- 0(n>W Z UJ w m g 0 Z I J 1- I Q 1 I I I , , I I II 1 I , Notes: I 1 Shop drawings,typical details and framing plans,outlining I - Installation procedures and unit I Identification marks,shall he - submitted for approval by the I - - project architect and/or engineer. Exact quantities and lengths are I - _ the responsibility of the contractor. I - Contractor Is to verify all beams I and Joists at their exact locations. I The floor system(1•jolst,LVL)are -- -------r--- -..^- - - -- , �' -- -"-� '_---""�- •'`� designed forfloor loads only.�- _--�`G - - Roof loads from rafters,bracing, I and beams must bear on exterior walls and Interior walls with bearing straight through to a footing. Any roof loads carried by the floor system must be so Indicated on the framing plan submitted to us for take-off. - Product to be stored,handled and - Installed In accordance with manufacturer's recommendations. ' 1 1 F . 1 1 1 1 I 1 - 1 I _ Notes: I Shop drawings,typical details I and framing plans,outlining 1 I installation procedures and unit Identification marks,shall be I - submitted for approval by the 1 project architect and/or engineer. 1 Exact quantities and lengths are I - the responsibility of the contractor. I I Contractor Is to verify all beams ' and joists at their exact locations. I - The floor system([-joist,LVL)are_T • ._ - - .. designed for�floor loads only. 1 Roof loads from rafters,bracing, • and beams must bear on exterior I ______ walls and Interior walls with bearing straight through to a footing. Any roof loads carried by the floor system must be so Indicated on the framing plan submitted to us for take-off. Product to be stored,handled and Installed In accordance with manufacturer's recommendations. V N ` 7 N O JQ gyp`'• L) tr cu C O p N W ly O M Of m in O C �� ac Cn2 . r I BC FRAMER®6 SCALE: 1/4"=1'-0" DATE: 8/3/2006 BY: be FILE: Reef 90 Second Ave Hyannisport.l DWG: SHEET: 1/1 i Joist maybe moved up to 3"to allow piping. _ —__ ---- — -------------------- —. .----------------------- I 1 , I 1,0 I L 13 1 " I ' 1 I 3 2 3 3 4 4 ' column types. - - calc 1/D12. 13 i 13 1 1 13 1 III ' I 9(2) 9(2) 13 10:' 4 41 1 — — 1 uo )( 10, I I (1313 I i r z+� s ' Z7 V � 1st Floor r , Accessory Schedule Tag Qty Manufacturer Product Description * y H1 2 Simpson Strong-Tie Inc. HUC410 Concealed Flange 3-1/2 Face Mount' e� H2 4 Simpson Strong-Tie Inc. HUS1.81/10 1-3/4 x 9-1/2 to 20 Face Mount' ar H3 8 Simpson Strong-Tie Inc. IUT310 2-9/16 x 9-1/2 to 14 Face Mount424 � a 1 ,sffloor Joist hanger AIS"Blocking Panel. - Toe nail rim board to plate w Rh 2%N(6d)nab at Use 3(10o nails at 6"a.c• 6"o.c.or with W(16d)naffs at 1T o.c. 1 \ Load Bearing Wells ` Solld block all posts from / above to bearing below. 1.2Y.°(6d)ra�lor each Joist flange End eking Panels at Interior Bearing Post Load Transfer Rim Board .T.S. ' '� N.T.S. N.T.S. N.T.S. F19 7 Joist maybe moved up to 3"to allow piping. - ----- — _.10i .------------------------------------------- I 13 I t I 1 ) 3 3 2 3 3 4 4 I I ) 7fy column types. - 'ee talc VD12. 13 13 r -13 i 11 1 1 1 1 1 1 1 1 1'1 I I I 9(2) 9(2) 13 .64 1 o 4 4 ' II_ �i II - ---r ------I 6 6 6 1313 l s - I .• use LVL s at an auacneu ueuna. awai I ieyuc Iiwvcu OF �� n EX � n�rn��w��,♦fe k 'jk, - F U 3 3 3 2 3 3 Verify column types. _ - y �x 13 See calc 1/D12. 12 13 ill lil ,: 9(2) 9(2) 9(2) 135 5 i io_-�I 13 JH1 ��I, 1 � 13 6 6 61 6 II� -- -- - - -1;; ', - -- -- - START FRAMING HERE-� - -- - - -- - 13 Level 1 Al 9-1/2"AJS 20 MSR 16"OCS III L3 1st Floor r Framing Schedule-Nominalized Tag Qty Description Length 1 22 9-1/2"AJSTM 20 MSR 26 0" 2 1 9-1/2"AJSTM 20 MSR 22'0" 3 5 9-1/2"AJSTM 20 MSR 14'0" 4 4 9-1/2"AJSTM 20 MSR 10'0" 5 2 9-1/2"AJSTM 20 MSR 6'0" 6 4 9-1/2"AJSTM 20 MSR 4'0" 7 1 J4"x i, 1/2 VEPS,;'----Mm;+WO SF- W Cj° 1_1,a,. D..Ii2'°VER8AL;=.M."31CUsi- 14'0" i 10 T; I.o(d v,9.U VCI?Sr+LAX,:t0U S1' •1'0" M.�: '900 SF A 0" i I. 12 BLK 9-1/2"AJSTM 20 MSR 34'0" C ' 1 st Floor 1 /41` 1 1_011 Z1 meere.ma �. rr ;, Multiple Member Beams r �!' d COnnuNbp % Side Loaded connection G A9 B �t aCG 1 314'Versa-Lam 1,63'(160 ro� Neil Pattern Vix unnam Load wa t @'o.c. 16d common nags. '3 *- '21'on 12'os. ;ti oa -z. r See chart eR Nail each IdM w ft ' hl-3NN,Veraa4am1 600 SOLO, 10�y, 'er^ (tOd)na Load Bearing - 2'mN. Wells750 ;ida0 .•+ aaj - wb i .010 .'i730 x sµf. rmmem-met e■iD,d.arroinbelh■uu ' ■lun■ppry a aemronbotrT�uando dahlaherl. �y'" (a)Nag pattern for 3-place member must occur on both sides. —1 wunm.■an■n■■ea arbne}a ta'ara; W minimum end bearing length °'- e1Meq■■bev■mn wlrlenriu b%ter.now b■aarom■�i `. non■row_raot■wMneea_ bva,�-`- '^+'tl--� rXg Neil values may be Increased by 15%for enow-bad at all floor_and roo(deteils. roofs and by 25%for non-snow roofs where - y_, •_R building code allows. ►Multi le Member Connectlon Bolt`. F49 Multiple Member Connection Nail F13-D Attachment N.T.S. F13-E at End kin Panels at Iriteri. N T S;� N.T.S. a IL ' Use LVL's at all attached decks 7 Joist maybe moved ) ie'4 k Y.ji-.' ML 2 �11I Z!., z w m 3 3 3 2 3 3 Verily column types. _ . � 13 See calc 1/D12. W, a ? " w • 813 • s - - "<y " 13 Ir s 9(2) 9(2) 9(2) s ' . 13 5 5 {, 13 f _H1 j 13: 6 6I 6% START FRAMING HERE-� - -- i Level 1 Al 13 9-1/2"AJS 20 MSR 16"OCSIII L3 r ! 1 st Floor Framing Schedule-Nominalized Tag Qty Description Length 1 22 9-1/2"AJSTM 20 MSR 26 0" 2 1 9-1/2"AJSTM 20 MSR 22'0" Multiple Member Beams LEGEND Side Loaded Connection 1/2"dia.Bolt(b) Bearing W all Below Max Uniform Load Wj�'TIIIr}��(IIIrp I3/4erre 21"o.c. i2'o.c. s"o.c. IJ� 1 3/q"Versa-Lam Bearing Wall——— __ � z Soo t000 z000 — ———— ——— '� Bolt Spacin8 12"dia. L _ __———— —— —— — Bolt(b) 3 375 750 1500 i Non-Bearing Wall Below q(a) 330 670 1330 _J 2"min. _,oaare moat be loaded rram born alosa. Non-Bearing Wall Above b)Des fu"w sane a ea m side ace arm webed1 ati tuber) — — — — — — "' — — _i Sta00ered (`)zsli ro�noo-enowbrooiw epee coati armw ad rasa ror snow Waded more a� Post Below Post Above Multi le Member Connection Bolt Post Above&Below O t. 3 "" Roof loads from rafters,bracing, ar av r� + ", fir ' Y ,. t s i and beams must bear on exterior 14 14 y *� �Pyy. � " d"rw - �+ e �� #�' �' "k' walls and Interior walls with bearing INVA _ `s. :r t k k'ar g�, zj• straight through to a footing. Any hk •i .� r2@ a{ i r`.tr p r - a ,y;a ' � + a s y ;f d � �} y,� k,t z roof loads carried by the floor system +`k ' 4�° j { * + �' X .'- a a � -- 4• - must be so Indicated on the framing�+t�� �4 a•' Yt{ S �"4 �,� * j._ � �r ,.. r + d' ,tile- , { 9 " s+y1 `�xl ""*� `f� 6 s. ce �' •" #, t V C gJr < +".st' plan submitted to us for take-off. _ 1- } �r;- ��' . s LLB' :# Product to be stored,handled and ��` r t 4a r 9 , `t y �5 r Installed in accordance with _ manufacturer's recommendations. rT�X* . T� 4t§ #� $� t5r fw mad e e x a-x i a�nt � r x Ct Y&fix'"` 4 rS y tlf t. _V nor � lory Schedule # " c. 44 i i�4 zy Manufacturer r ty Product Description Simpson Strong-Tie Inc. HUC410 Concealed Flange 3-1/2 Face Mount* s< 0 Simpson Strong-Tie Inc. IUT310 2-9/16 x 9-1/2 to 14 Face Mount � W,. .. 0 ; O0 Co L 2 'O O -0 vi w fnN >, N Co , L T W 2 BC FRAMERO 6 SCALE: 1/4"=1+-0" DATE: 8/3/2006 BY: be FILE: Reef 90 Second Ave Hyannisport.l DWG: SHEET: 2/2 14 4 14 s 2nd Floor Framing Schedule-Nominalized 1 a Tag Qty Description Length 1 11 9-1/2"AJST"'20 MSR 26'0" 2 19 9-1/2"AJST"20 MSR 24'0" 3 1 9-1/2"AJST"'20 MSR 22'0" 4 16 9-1/2"AJST-20 MSR 14'0" 2nd Floor Accessory Schedule 5 1 9-1/2"AJSTm 20 MSR 4'0" Tag Qty Manufacturer Produt2-9/16 tion 6 2 1 --"r.9-i/2"VERSA-LAMC 3100 SP 26'0" H1 3 Simpson Strong-Tie Inc. HUC4led Flange 3-1/2 Face Mount' 7 4 1-31 r:9-i/2"VERSA_LAO�i ay 3100 S 14'0" H3 20 Simpson Strong-Tie Inc. IUT31 9-1/2 to 14 Face Mount' 9-'rl2 RSA-LA.M(I,3100 SF 8'0" - - - 5 r 1 '4"r 1; ".VERSA-LrJQ( 3100 SP 4'0" 10 1 Steel Beam 24'0" 11 1 Steel Beam 18,0" 12 1 Steel Beam 16'0" 13 BLK 9-1/2"AJSTI 20 MSR 44'0" 2nd Floor 1 /411 _ 1 1_011 I (I 5 I� -,LI 2nd Floor Framing Schedule-Nominalized Tag Qty Description Length 1 11 9-1/2"AJST"20 MSR 26'0" 2 19 9-1/2"AJST'20 MSR 24'0" 3 1 9-1/2"AJST1d 20 MSR 22'0" 4 16 9-1/2"AJSTm 20 MSR 14'0" 5 1 9-1/2"AJSTI 20 MSR 4'0" 4 i..3/4"xD-I2,,.vC;,c;a-!_P.!'�iA]3ACIj 14,!,i„ -3/4`x 9-11 ''JERSP-LP.M5 31013 SP 9 4 1.3,.4x9 VEPS'A-L�,0,-e-310Q:.SP 4"Y 10 1 Steel Beam 24'0" 11 1 Steel Beam 18.0" 12 1 Steel Beam 16-0" 13 BLK 9-1/2"AJST"^20 MSR 44'0" - 2nd FI( 1 /4 = -1 Ist Saved Date:8/8/2006 11:28 AM int Date: 8/8/2006 12:03 PM tuber connection eon F49 jylult! le'Member Connection NaII F13-D -- - - F13-E "" """'�`111`C"° `--' ruts � s6, ; N.T.S. N.T.S. - N.T.S. N.T.S. N.T.S. Joist maybe moved up to 3"to allow piping 8 14 I II ril, 72) I4 ! � 411 4, 4 4 4 I 4 . 144 4 4 ` 10 13 II 1j( �I START FRAMING HER ! r_ -1 L 12 �Irr—9(2)�Ir_3 , 13 Level 2 Al ' 2 2 2 2 2 2 2 2 2 2 2 2 9-1/2"AJS 20 MSR III i! 13 16 OCS" III 6(2) 11 1 1 1 ) 1 1 1 1 1 1 L5 I I 7(2) II-- -- - -- - - - - - - -- - - -- -- - - -- - I' H31 _- li 5 III 14 14 14 tj 2nd Floor Framing Schedule-Nominalized Tag Qty I Description Length 1 11 9-1/2"AJST" 20 MSR 26 0" k }} } i up to 3 to a low piping. {� j .vim • I . t, - li - I - I r 10 13 14 13 2 2 2 2 . 2 2 2 2 - 2 2 2 2 2 2 2 2 221 Shop dra, and fran Installatie identlflu -- - - -- -- - - -- - - -- -- - - .. - - submitte, project arc exaetquai I the respons - Contractor and joists a - - The floo►s' designed Roof loads 14 14 and beams and Ini 14=J- — _ straight thn roof loads ea must be so 11 plan submilProduct to 1 - - Installed manufactur 2nd Floor Accessory Schedule Tag Qty Manufacturer Product Description H1 3 Simpson Strong-Tie Inc. HUC410 Concealed Flange 3-1/2 Face Mount" ___ H3 20 Simoson Strong-Tie Inc n ITa1n 7-pHa o-vo f�1d Fenn we .. .• { °� -•3 Joist hanger REVISIONS: BY: Toe n ao rim board to plate wdh 2'b-(8d)riaBs of idmboard and AJS"hH 5 o.c.or dh 3Y'(16d)rreLLs at 1Y o.c. M-skle. Nail rim board and rimjolst w Rh � F Solid bbdc all yosts 6low.om \ a trove to beanng be / ' 1-2A"(8d)nad for eachjo'st/lange Versa-Lam LVL beam F0 l Post Load Transfer Rim Board LVL Header Opening Exterior End Wall Support N.T.S. N.T.S. F19 - N.T.S. F13-C N.T.S. U) z 0 wwo �LL_J 6 wR W LL ' 0 Lu w 2:W CoF- �oz - J F- . Q 10 13 14 2 2 2 2• 2 2 2 2 2 2 2 2 2 2 2 2 2 Notes: r Shop drawings,typical details and framing plans,outlining Installation procedures and unit , _ - Identification marks,shall be -- - - -- -- - - -- - - -- -- - - submitted for approval by the project architect and/or engineer. Exact quantities and lengths are the responsibility of the contractor. Multiple Member Beams Side Loaded Connection 1 3/4"Versa-Lam - NS'"Blocking Panel. Toe-1 nm board to plate w fth 2%'(&�rely et Nail Pattern Use 3'(10d)nails at 6'o.c. _ 6'o.c.a w Ah 3%'(16d)nails at 12'o.c. 12'o.c. 16d common nails. / \ See chart - M. Unitorm Load (to..psrm.h.) Nall each end with 1-3" Y Nvbvmeeral 2 rove 3 rows (10d)rail Load Bearing 2 z szo Tao'min.M N \ Wells 'W.Jh a)Nail pattern for 3-piece member must occur on both sides. --� Solid block ellposts from 1'h'minimum end bearing length above to bearingbelow. Nal values may ba Increased by 15%for snow-load - at all floor and roof details. or roofs and by 25%for non-snow roofs where gist/large building code allows: 1" 4� Multiple Member Connection Nail Ili 13-D Attachment at End F13-E kin Panels at Interior BearingF08 Post Load Transfer �,,, „ Rim Board N.T.S. N.T.S. N.T.S. N.T.S. r" 7 N.T.S. Joist maybe moved up to 3"to allow piping. 14 71 'I II i 'I I I t 7(2) Ii i t 144 4 4 4- 4 4 4 4 4 4 '4 4 4j 4`�`_ 10 13 I L u.li� J ART FRAMING HER - _ ? 12 1. 13 Level 2 Al I, I 2 2 2 2 2 2 2 2 2 2 2 2' 2 2 2 2 2 2 9-1/2"AJS 20 MSR 16"OCS 6(2) 11 1 1 1 li 1 1 1 ill 13 III , L5 I ,Il ' 4 Multiple Member Beams Multiple Member Beams LEGEND Side Loaded Connection Side Loaded Connection 1/2"dia.Bolt(b) 1 3l4'Versa-Lam Bearing Wall Below Nail Pattern t: �Uz J�[ Mac Uniform Loatl — _--_ _ -- (Ibs.Der lln.it) 16d common nails. - rLrtber Max Unitorm Loatl .Bearing Wall Mambera 24'o.c. 12'o.c. 6'o.c. �See chart -13/4'Ve se-Lam (lea.per in.rt) wary 1- end Number I 2 rows 3 ro,•e Load Be 2 500 1000 2000 Members (10d)nail\ L- — ——— ____ _ __, Bolt Spacin �"dia. /i Bolt(b) 3 375 1. 1500 2'min-M H 2 1 520 780 �\ V Non-Bearing Wall Below 4(a) 330 670 1330 3(e) 390 585 '2--in. ae I Non-Bearing Wall Above le)7',We members meat be waded from both aides. (b)oesgn vawes.DD1,m common buts(erada 5 or mpher) (a)Nall pattern for 3-piece member must occur on both sides. --� Staggered use fat,aahars each sae and arm home ln'dm. I 1 h"minimum end bearing length L _ '" — — — — — — 1 (e)ss%for non ano bro,,here c a crow ed last ror snow loadetl room a� Nail values may be increased by 15%for snow-load at all floor and roof details. Post Below Post Above roofs and by 25%for non-snow roofs where building code allows. Multiple Member Connection Bolt Multiple Member Connection Nail FI 1 rO\ Attachment at End N.T.S. N.T.S. N.T.S. C13-1 Post Above&Below Joist maybe I 11 ll 144 4 4 4 4 4 4 4 4 4 4 4 II44 4'll _4 - it _ LL— L ' jL J L J I_ J L- 3 i_ J L .1 L .1 l J L J L J L •J Li Ir 9(2)EEW—`37 START FRAMING HER 12 Level 2 Al III II -' 9-1/2"AJS 20 MSR 16"OCS III 6(2) L5 h! It 7(: H3 I�, 9 it ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE . 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING FSB Fire Set—Back LABORATORY SHALL LIST ALL EQUIPMENT IN GALV GALVANIZED COMPLIANCE WITH ART. 110.3. GEC GROUNDING ELECTRODE CONDUCTOR . 4. CIRCUITS OVER 250V TO GROUND SHALL GND GROUND COMPLY WITH ART. 250.97, 250.92(B) HDG HOT DIPPED GALVANIZED 5. DC CONDUCTORS EITHER DO NOT ENTER CURRENT BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Imp CURRENT AT MAX POWER ENCLOSURES TO THE FIRST ACCESSIBLE DC Isc SHORT CIRCUIT CURRENT DISCONNECTING MEANS PER ART. 690.31(E). f kVA KILOVOLT AMPERE 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN kW KILOWATT RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY LBW LOAD BEARING WALL UL LISTING. MIN MINIMUM 7. MODULE FRAMES SHALL BE GROUNDED AT THE (N) -NEW UL—LISTED LOCATION PROVIDED BY. THE NEUT NEUTRAL MANUFACTURER USING UL LISTED GROUNDING NTS NOT TO SCALE HARDWARE. OC ON CENTER 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE PL" PROPERTY LINE BONDED NTH EQUIPMENT GROUND CONDUCTORS AND POI POINT OF INTERCONNECTION GROUNDED AT THE MAIN ELECTRIC PANEL PV PHOTOVOLTAIC 9. THE DC.GROUNDING ELECTRODE CONDUCTOR SCH SCHEDULE SHALL BE SIZED ACCORDING TO ART. 250.166(B)-,& SS STAINLESS STEEL 690.47. Cl STC STANDARD TESTING CONDITIONS - TYP TYPICAL y UPS UNINTERRUPTIBLE POWER SUPPLY '' � r,. ► V VOLT Vmp VOLTAGE AT MAX POWER. VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUITW WATT w ,� " R NE MA R, RAINTIGHT • PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN (q, PV4 STRUCTURAL VIEWS LICENSE ' GENERAL NOTES PV6 UPLIFT CALCULATIONS GEN #168572 1. THIS SYSTEM IS GRID—INTERTIED VIA A Cutsheets Attached ELEC 1136 MR UL—LISTED 'POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. ` 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE 8TH EDITION MODULE GROUNDING METHOD: ZEP SOLAR OF THE MA STATE BUILDING CODE. AHJ: Bamstable 5. ALL ELECTRICAL WORK SHALL COMPLY WITH REV BY DATE COMMENTS THE 2014 NATIONAL ELECTRIC CODE INCLUDING REV NAME DATE COMMENTS MASSACHUSETTS AMENDMENTS. x x x UTILITY: NSTAR Electric (Cambridge Electric Light) x x x x OONRDMAL—THEDffORMATIDNHEWN imNun JB-026431 00 PREMISE COYNE, JAY DYNE RESIDENCE oEsta, g CONTAMED SHALL NOT 8E USED FOR THE Carl Sva erko BENEFIT OF ANYONE EXCEPT SOIARCITY INC., mwMG Sy$U. �j„SOIar ity. NOR SHALL n'BE IN WHOLE OR w Com Mount T e C 90 SECOND AVE 4.845 KW PV ARRAY PART IZ TION.OTHERS ETs N THE RECIF'CONNECTION MODULES BARNSTABLE MA 02655 ORGANIZATION,EXCEPT IN CONNECTION WITH � - THE SALE AND USE OF THE I�EeT W (19) CANADIAN SOLAR # CS6P-255PX 24 SL Martin Drive,EkAdng 2, unit 11 SOLARCITY EQUPNENT, NITHOUT THE WRITTEN INVERTER PAGE NAPE SHEET REV DAIS T (650)6�38 28'MA A�6�50)63B-1029 P°eI'S5I°"of saARaTY INC. SOLAREDGE sE3800A—US—z6—u (508) 822-3147 COVER SHEET PV 1 8/7/2014 (BBe)—SOL—CITY(,e5-2489) ,�.soIa►eftyo, PITCH: 25 ARRAY PITCH:25 MPi AZIMUTH:180 ARRAY AZIMUTH:180- MATERIAL-Comp Shingle STORY. 2 Stories Front Of House LEGEND Q (E) U1ILITY METER & WARNING LABEL �� INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS ❑� DC DISCONNECT & WARNING LABELS Inv MPS AC LEKsj AC DISCONNECT & WARNING LABELS AC B DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL,& LABELS � i M D ; 0 LOAD CENTER & WARNING LABELS 4�` O DEDICATED PV SYSTEM METER a�Or-��f. � A a .� �- 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR C1 A�:DFTEVV D- '� wril>r� � --- CONDUIT RUN ON INTERIOR ,, , . �, — GATE/FENCE v ST o.-17210 � . HEAT PRODUCING VENTS ARE RED No.-5�393 j. 0 INTERIOR EQUIPMENT IS DASHED NAL � SITE PLAN N "Scale: 3 32 = V STAMPED & SIGNED W E FOR STRUCTURAL ONLY Oil 10' 21' S CONflDENTIAL- 1HE INFORMATION HEREIN aoe NinletR �g-0 2 6 431 �0 PREMISE OMER DESCRIPTION: Dom" ���la CONTAINED SHALL NOT BE USED FOR THE COYNE, JAY COYNE RESIDENCE Carl Svagerko 'ix . larCity. NNOORBENSHSHALL OF BE DM�IN VMOOLEE OLARCITY INC., 10UN1NG 90 SECOND AVE 4.845 KW PV ARRAY •,s PART To OTHERS OUTSIDE THE RECIPIENT'S Comp Mount Type C ORGANIZATION,C(CEPT IN CONNECTION VOTH MODULES: BARNSTABLE, MA 02655 24 St Mahn Drive Bu9ding z Unit 11 THE SALE AND USE OF THE RESPECTIVE 19 CANADIAN SOLAR # CS6P-255PX SHEET: REf DATE: Moiborougn.MA 01752 SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN �� PAGE NAME: T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE3800A-US-ZB-U (508) 822-3147 SITE PLAN PV 3 8/7/2014 (888)—SOL—CITY(Z65--2489) wwwAdardt,.� { f PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER,.MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT O 6 HOLE. _ ZEP ARRAY SKIRT (4) (2) SEAL PILOT HOLE WITH S 1 ZEP COMP MOUNT C POLYURETHANE SEALANT. (E) 2X8 ZEP FLASHING C (3) (3) INSERT FLASHING. � E COMP. SHINGLE . . (1) (4) PLACE MOUNT. „ (E) ROOF DECKING U (2) u INSTALL L G BOLT T 5 WITH • - 5/16 DIA STAINLESS (5) � O SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER ff BOLT. & WASHERS. (2-1/2" EMBED, MIN) #4 111 � „ (E) RAFTER STANDOFF .. . (E) LBW SIDE VIEW- OFMP1 IVTs . . MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER' NOTES LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 19° ✓ t � � 4 ROOF AZI 180 PITCH 25 RAFTER 2x10 @ 16" OC STORIES: 2 wI stT , ARRAY AZI 180 PITCH 25 s rr�ic rk+a L ! C.J. 2x8 @16" OC Comp Shingle rv .V31 } NAL } STAMPED & SIGNED FOR STRUCTURAL ONLY Digitally signed,by Andrew White Date:2014.08.0816:13:00-04'00' CONFlDENIIAL—THE INFORMATION HEREIN PREMISE ONM DESOffill0lk DESM CONTAINED SHALL NOT BE USED FOR THEFco7ount J B-0 2 6 4 31 00 Carl SVo erko BENEFlT OF ANYONE EXCEPT SOLAWTY INC., EN COYNE, JAY COYNE RESIDENCE 9 =;,;SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN90 SECOND AVE 4.845 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S Type CORGANIZATION, EXCEPT DI CONNECTION WITH BARNSTABLE, MA 02655 THE SALE AND USE OF THE RESPECTIVE NADIAN SOLAR CS6P-255PX 24 st Moran Drha Buta01 z une II 52 SOLARCITY EQUIPMENT, WITHOUT THE WIBTTEN PAGE NAME SHEET: REV DATE MQbor028 NA 0 )PERMISSION OF SOLA CITY INC. 508 822-3147 FV 4 8 7 2014 T: (sso)838—f028 F (s5o)s3a-,az.DGE SE380OA—US—ZB—U ( ) STRUCTURAL VIEWS / / (�rZa6w(7ss-2aes) """ Y. GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:HOMC42UC Inv 1: DC Ungrounded LINV —(1 )SOLAREDGE SE380OA—US—ZB—U LABEL• A —(9)CANADIAN SOLAR # CS6P-255PX GEN #168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number.711168606 Inverter, 38(OW, 24OV, 97.5% w/Unifed Disco and ZB, AFCI PV Module; 255 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Overhead Service Entrance Voc: 37.4 Vpmax: 30.2 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E) 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING SOLARGUARD CUTLER—HAMMER METER 20OA/2P Disconnect 3 SOLAREDGE SE3800A—US—ZB—U (E) LOADS B C I fN z4ov SolarCity 2 LWE�+ / ———— GND —2DA 2P A -- GND --- ------------------------- —e -- N lstring(s)Of19anMPI 6GNDEms---------------�----------- -- ----------------♦J _ 1 N 1 a o E GEC. 1 I " 1 I K ' I ` �— GECT_1 TO 120/240V i �- SINGLE PHASE 1 1 UTILITY SERVICE 1 1 1 1 1 I 1 1 1 1 1 PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP OTT (1 )SQUARE D H 220 PV BACKFEED BREAKER R (1 kX11LEtt—HAMMER DG221UR8 e (1 )Salargt�#4 S7fONG JUNCTION BOX l Breaker; 2OA/2,2 Spaces x+ Dis�wnnect: 30A,L 24OVac,NmrFuAle, NEMA 3R AC ^ 2x2 S RINGS, UNFUSED,GROUNDED DC —(2)Ground Rod; 5/8'x 8, Capper —(1 )C UILER AMMER#DG030N8 n� Ground/Neutrd Kit 3OA, General Duty(DG) r V (9 p x( �,,, 0WSH4,DC to DC, ZEP C SolarGuard Monitoring Systern nd (1)AwG 06, So"Bare Copper —(1)(,Mound Rod; 5/8r x 8',Capper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2,.ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE (1 )AWC#10,THWN-2, Black (1 )AWG#10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG/10,PV WIRE,BIadc Voc* =500 VDC Isc =15 ADC O (1 )AWG#10.THWN-2, Red O (1 )AM#10. THWN-2, Red Vmp =350 VDC Imp=13.66 ADC O (1 )AWG#6. Solid Bare Copper EGC Vmp =350 VDC Imp=13.66 ADC (1 )AWG#10,THWN-2 Whfte NEUTRAL Vmp =240 VAC Imp=15.83 AAC )Conduit. .EMT. . . .. ..... .. .... .. .. .. .... ..... ..... ...... .... . . .. ... ....... . .. ...-(1)AWG#8,.1HMM-2..(Teen , . EGC/GEC,-(1 konduft.Kit.3/4'EIIT. . .... .. .. CONFIDENTIAL- THE INFORMATION HEREIN im mmat J B-0 2 6 4 31 00 PREMISE owNrx DEsarlPnaN CONTAINED SHALL NOT BE USED FOR THE COYNE, JAY COYNE RESIDENCE Carl SvagerkosolarCity.BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOONING SYS1Elk •• NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 90 SECOND AVE 4.845 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S M:UL BARNSTABLE MA 02655 THEAS LE ANo EXCEPT o IN RESPECTIVE 9 CANADIAN SOLAR CS6P-255PX � 24� Ma�km gh,MA 0175 BuNIN 2�k 11 SHEEL REV DAISSOLARgTY EQUIPMENT, WITHOUT TINE WRn1EN t1ER: PAGE NAME: T: (650)638-1028 F (650)638-1029 PERMISSION OF SOLARCITY INC. So SE3800A-US-ZB-U (508) 822-3147 THREE LINE DIAGRAM PV 6 8/7/2014 (666)-SOL-CITY(765-24M) ww.sdan:4.conk it SolarCity SleeklyiountT"" - Comp i SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed .� " Installation Instructions . is optimized to achieve superior strength and Zep CompatibleTM modules aesthetics while minimizing roof disruption and l �— 1O Drill Pilot Hole_of Proper Diameter for ' stem ULrounding devices in system labor.The elimination of visible rail ends and Interlock and g I Fastener Size Per NDS Section 1.1.3.2 listed to UL 2703 mounting clamps,combined with the addition Q "Seal pilot hole with roofing sealant of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 to a more visually appealing system.SleekMount: as"Grounding and Bonding System" a` f. � � ©3 Insert Comp Mount flashing under.upper. P utilizes Zep Compatible TM modules with •Ground Zep UL and ETL listed to UL 467 as 3 _ � �� � layer of shingle ► strengthened frames that attach directly to grounding device Place Comp Mount centered Zep Solar standoffs,effectively eliminating,the need for rail'and reducing'n the number of •Painted galvanized waterproof flashing upon flashing standoffs required. In addition, composition ©5 Install lag pursuant to NDS Section 11.1-3 j Anodized components for corrosion resistance shingles are not required to be cut for this with sealing washer. system, allowing for minimal roof disturbance. •Applicable for vent spanning functions © Secure Leveling Foot to the Comp Mount - ' using machine Screw Place module Components - 0 5/16"Machine Screw g I Leveling Foot _ Lag Screw ®D Comp Mount © Comp Mount Flashing 0 w �®��� LISTED. ���, rG LL�® January 2013 �roMPp�O ® January 2013 a e�f�t�►geesa" ®�11 CS6P-235/240/245/250/255PX F er CanadianSOlar Black framed Electrical Data e<e Temperature Characteristics • - - STC CS6P435P CS6P-240P CS6P-245P CS6P-250PX CS6P-255PX p - Nominal Maximum Power(Pmax) 235W 240W 245W 250W I 255W - ("VI^ Optimum Operating Voltage(Vmp) 29.8V7.90A 29.9V 30.0V 30.1V 30.2V Pmaz -0.43%/°C IU►,VI/`7�t1•l1'•I/IL•7� Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc -0.34%rc - Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V 37.2V 37.4V Isc 10.065%rc Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 45+2'C • • _ - Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.65% Operating Temperature -40'c-+65'C Performance at Low Irradiance. • Maximum System voltage 1000V IEC /600V UL Industry leading performance at low irradiation .. - Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an - Application Classification ClassA irradiance of 1000w/m'to 200w/m' Power Tolerance 0-+5W (AM 1.5,25-C) Next Generation Solar Module Under Standard Test conditions(STC)of inadianceof 1000W/m'.spectrum AM 1.5 and can temperature of 251C NewEdge,the next generation module designed for multiple Engineering Drawings NOCT CS6P-235PXCS6P-240P CS6P-245P CS6P-250PXCS6P-255PX types of mounting systems,offers customers the added Nominal Maximum Power(Pmax) 170W 174w 178W 181W 185W - ' - value of minimal system costs,aesthetic seamless Optimum Operating Voltage(Vmp) 27.2V 27.3V 27AV 27.5V 27.5V appearance,auto groundingand theft resistance. ' Optimum operating current(Imp) 6.27A 6.38A 6.49A 6.60A 6.71A Open Circuit Voltage(Voc) 33.9V 34.0V 34.1V 34.2V- 34.4V I S _ The black-framed CS6P-PX is a robust 60 cell solar module ; Short circuit current(Isc) 6.86A 6.96A 7.08A 7.19A 7.29A -- incorporating the groundbreaking Zep compatible frame. Under Normal operating cell Temperature.Irradiance of800 Win',spectrum AM 1.5,ambient temperature 20-C, ` I I III III I y wind speed 1 mle 5 The specially designed frame allows for rail-free fast installation with the industry's most reliable grounding t Mechanical Data a - system.The module uses high efficiency poly-crystalline cell Type Poly-crystalline 156 x 156mm,2 or 3 Busbars Cell Arrangement 60(6 x10 Key Features silicon cells laminated with a white back sheet and framed 9 ) with black anodized aluminum.The black-framed CS6P-PX Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.57in) I I III I • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high Weight 20.5kg(45.2 Ibs) reduces installation time quality aesthetic module with lowest system cost. Front Cover 3.2mmTempered glass Frame Material Anodized aluminium alloy _LLI l I I I w� , • Lower system costs - can cut rooftop Best Quality .l-eox IP65,3 diodes installation costs in half Cable 4mm'(IEC)/12AWG(UL),1000mm 235 quality control points in module production Connectors MC4orMC4 Comparable • Aesthetic seamless appearance - low profile • EL screening to eliminate product defects Standard Packaging(Modules per Pallet) 24pcs with auto leveling and alignment • Current binning to improve system performance Module pieces per container(ao ft.Container) 672pcs(ao'HQ) ) • Accredited Salt mist resistant • Built-in hyper-bonded grounding system - if it's 1-V Curves (CS6P-255PX) mounted,it's grounded Best Warranty Insurance (#`to • Theft resistant hardware • 25 years worldwide coverage 1 o l "� ' • 100%warranty term coverage a secdonA-A • Ultra-low parts count - 3 parts for the mounting • Providing third party bankruptcy rights and grounding system • Non-cancellable • industry first comprehensive warranty insurance by • Immediate coverage AM Best rated leading insurance companies in the Insured by 3 world top insurance companies 3 a world 2 _ z2 „ Comprehensive Certificates 2 _-LAC • Industry leading plus only power tolerance:0-+5W ' - 2 ' -ass • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, a b , • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS o a to is 20 ,d 31 16 u a 41 23 n 14 b a a ground mounting systems • IS09001:2008:Quality Management System - n . ISO/TS 16949:2009:The automotive quality Specig�t ons included in this datasheet are subject to change without prior notice. • Backed By Our New 10/25 Linear Power Warranty management system Plus our added 25 year insurance coverage IS014001:2004:Standards for Environmental About Canadian Solar management System Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was 100% • QC080000 HSPM:The Certification for companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in 97% Added Vafue Fro - manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing m so% Warranty Hazardous Substances Regulations solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3131W. • OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide so% i occupational health and safety customers. Canadian Solar's world class team of Compliance professionals works closely with our customers to REACH o% s 10 15 20 25 • P provide them with solutions for all their solar needs. •10 year product warrant P O on materials and workmanship o; ♦e w (s �E=i mil • • 7 OF 25 year near power output warranty A `��r``� � 1 8a0 •• r - M. . . www.canadiansolar.com EN-Rev 10.17 Copyright 0 2012 Canadian Soler Inc. ) solar=oo solar=oo ' SolarEdge Power Optimizer Module Add-On for North America P300 / P350/ P400 F SolarEdge Power Optimizer ,,. P300 P350 P400 Module Add-On For North America - - _ (for 60-cell PV ('°r"._c.11 PV (for 96-cell PV ° modules) modules) modules) { P300 / P350 / P400 r F" �R ed Input DCPowerl' 300 350 400 W .....................................................................................................................................:.........A........................... Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc ' ..................g............................. ................................................ MPPT Operatln Range........... 8-48 •....8:60....................... ......... ..Vdc..... �„1,'� Maximum Short Circuit Current(Isc) 10 Adc u ..... Maxmum DC Input Current 12:5 J?' ........................................................ ...... .: .. Maximum Effiuenc ............ % T .. - �° Wei hted Efficient 988 •; - - ................................:.................. ......... ........ .... ..... ... ....._ ' Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Ou[pu[Curren[ 15 Ad, 0 ............................................................................................................... .......................................... Maximum Output Voltage 60" Vdc - _;r' I OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) I - i Safety Output Voltage per Power Optimizer ' - �• I STANDARD COMPLIANCE i • EMC - FCC Part15 Class B.IEC61000-6-2,IEC61000 6-3 �.r ........................... ............................................................ .. Safety IEC62109d(class II safety),UL3741 Yes - -' )INSTALLATION SPECIFICATIONS _ ) ' - Maximum Allowed System Voltage ' 10.00 Vdc ' � .- Dimensons(WxLx H) 141 x 212 x 40.5/5.55 x 8.34 x 1.59 mm/m - .... `...................................................:................................. Weighf(mdudmg tables) '......:............................950/2.:1...........,........: gr........ ' Input Connector ........................MC4/Amphenol/Tyco ......_. _ .y ............................................................................. ..............:......... Output Wne Type/Connector Double Insulated Amphenol _ ' .Output Wue Length...._.........................................'............0:95/.3: .......I.....................l:z/3:9.........................m.j.ft.... ." OPerabng Temperature Range..........................._..... .........�...............-40 +85/,.40_+185......:................. P6 �'-, " Protection Rating I5/NEMA4 ' Relative Humidity 0 100 :. _.,%.._.. ' wam:esre vo.:°,of me mvewe.moavie orw msx vow°nm°.°.�°auo.ea. - PV SYSTEM DESIGN USING A SOLAREDGE _ THREE PHASE THREE PHASE . I INVERTER SINGLE PHASE -208V 480V ' . 4 PV power optimization at the module-level i Minimum String Length(Power Optimizers) 8 10 18 ..� ........................................ ... ... F .. Up to 25%more energy }� { Maximum Strng Leng[h.(Power Optimaers)_ 25 25 50 11 Maximum Power per String 5250 6000 12750 W ........................................................................:....................................................... Superior efficiency(99.5%) ...aral..................""""L-""". .+ Parallel Strings of Different Lengths or Orientations 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 USA - GERMANY - ITALY - FRANCE - JAPAN CHINA - ISRAEL - AUSTRALIA WWW.SOlaredge.u5 mom ' 1 I a • - ' r solar e e Single Phase Inverters for*North America solar=oo 0 O v SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US SE380OA-US I SESOOOA-US I SE6000A-US SE7600A-US I SE1000OA-US I SE1140OA-US OUTPUT nJ �{ ///���FFr���� 9980 @ 208V SolarEdge Single Phase Inverters Nominal AC Power Output 3000 3800 5000 6000 7600 10000@240V 11400 VA For North America 5400 @ 208V 1080�-@ 208�. .............. ......... Max AC Power Output 3300 4150 6000 8350 12000 VA . .. .. .. 5450 @240V 10950 @240V AC Output Voltage Min.Nom:Max.• SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ AC Output ... ............".."......"-......,........ -.............. ..........I.. .......". ..... ...........""... ............. . ........ ....... .................. .I..."".... i AC Output Voltage Min:Nom:Max.' � .1 .1 V SE7600A-US/ SE10000A-US/SE1140OA-US L/IJ 211-24o-z64Va` .................""......................." ................ ............... ................. ......"......... .........."..... .................. .................. ........... AC Frequency Min.:Nom:Max.' 59.3-60-60.5(with HI country setting 57 60-60.5) Hz Max.Continuous Output Current ....". ""...12.5......I......16......1...21-@,240V..I......25.......I.......32.....". .."42•@240V...I.".....47.5....... ....A..... GFDL.... ... .... ............... .............................. ...........................1.............""........................ . ................. ....A..... Monitoring,Islanding - .,, Protection,Country Configurable. Yes "` \pverfe�k+y Thresholds _ 25•��4 INPUT m Recommended Max.DC Power" �m 1 Y98t5 Z 3750 4750 6250 7500 9500 12400 14250 W �,Watta ' .... ... .................. ................lsrcl.................................... ..............:. ............. .... .. .. Transformer-less,Ungrounded - :- :Yes /8 Np\ .......................... ......... ............................... .. .. Max.Input Voltage 500 Vdc _ ....................... ......................................I. ..........I..... ... .. .. ... ............"....""............................ ........... _ ,�, •• Nom.DC Input Voltage _ 325 @ 208V/350 @ 240V Vdc I ........................... ........... 16.5 @ 208V . ........ 33 @ 208V ......... .. .. ... . .. .. ... Max.Input Current- 9.5 13 18 23 34.5 Adc 15.5 @ 240V 30.5 @ 240V t Max.Input Short Circuit Current 30 45 Ad Reverse-Polarity Protection Yes •, „•,., „••••,,,,, ..................................................................................................... Ground fault Isolation Detection 600ko Sensitivity ........ .... ..... ..... .. ..... ............... ............... ............"-.." ................ ..........-..... .................. .. Maximum InverterEfficiency .97.7...... .....982....- 98.3 ....983_.•-•. 98 98 98 % ........................................... .... ................ .. ............... ........... _ .-•.9•.'•• 97.5@208V 97@208V } I t CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 % ................".............."........... ................I. L..PB.L?240\t..l... ......... .........._.... ..97 5(a 740V..L................. :."..".".,. f - Nighttime Power ConsumpLimi <2.5 <4 W f ADDITIONAL FEATURES ( ,s:.. _•_ Supported Communication Interfaces R5485 RS232,Ethernet,ZigBee(optional) )dl. Revenue Grade Data,AN51 C12.1 Optional STANDARD COMPLIANCE i - " - Safety UL3741 UL16996.UL1998 CSA 22 2 - Gnd Connection Standards IEEE1547 ,...+ - Emissions FCC part15 class 8 INSTALLATION SPECIFICATIONS t ) AC output conduit size/AWG range ........ 3/4 minimum/24 6 AWG 3/4 minimum/8 3 AWG........... ......... 11 . ): .........................I.............. ..... . . . .... ............................. .......... .......... ......I... ""•' - DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/24-6 AWG 3/4".minimum/1-2 strings/14-6 AWG AWGrange ............ . ............. . In... ..... Dimensions with AC/DC Safety - 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ / ' °r •. 30.5 x 12.5 x 10.5/775 x 315 x 260 �,_ # = Switch(HxWxD) 775x315x172 775x315x191 mm _ sY•: Wei ht with AC/DC Safet Switch 51.2/23.2 I 54.7/24.7 88.4/40.1 lb/kg . . ........................................... ....I........................... ................................. ...................................................... .... _. Cooling Natural Convection Fans user re laceable .."..........."............................ ............... ................................. ............... ........... The best choice for SolarEd a enabled systems Noise <z5to+1 , , "<so F/.'C op ........................................... ................. .............."-......... .... p Y Min:Max.Operating Temperature Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Ran a 13to+140/-25to+60 CANversion"'•-40to+60 F.. C Superior efficiency(98%) Protection Rating NEMA 3R ....................................... ...... ........... For other regional settings please c ntact SolarEdge support. Small,lightweight and easy to install on provided bracket Limited to 125%for locations where the yearly average high temperature is above 77'F/25'C and to 135%for locations where it is below 77'F/25'C. For detailed information,refer to http-//www.solaredge.us/fi`les/adfs/invener do oversicing euide.odf Built-in module-level monitoring - - :;�A higher current source may be used;the inverter will limit its input current to the values stated. ••CAN P/Ns are eligible for the Ontario FIT and microFIT(microFlT exc.5E1140DA-US-CAN). Internet connection through Ethernet or Wireless - Outdoor and indoor installation _-- - Fixed voltage inverter,DC/AC conversion only j Pre-assembled AC/DC Safety Switch for faster installation ( I - Optional-revenue grade data,ANSI C32.1 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us ) GVILLE BEAC ASSESS1-3i,',I*MAP: 267 PARCEL:4 CIS SEPTIC SYSTEM DESIGN j SEPTIC SYSTEM SECTION 2°PEASTONE PLAN BC)l:'K: 34, PAGE: 23 tri CURRENTZONING: RB FLOW. ESTIMATE: COVERS WITHIN 12" OF 3/4" - 1 1/2" MININIUN, BUILDING SETBACKS: 3 BEDROOMS AT 110 GAL/DAY 330 GAL/DAY - FINISED GRADE 9 FRONT: ' , SIDE: 10' REAR: 10' IO1.S WASHED STONE 9 0 IE WITHIN 6"OF GRADE) 3' MAX. G TOP OF FOUNDATION Ch SEPTIC TANK: COVER BUILDING COVERAGE: (I' MIN) 159 F! r 1 _ 1 330 GAL/DAY x 2 DAYS = 660 GAL ) ELEV.= 96.5 to W Ay 9 S �00 SF 9 99 96 � USE 1500 GALLON SEPTIC TANK 98.5 FLOOD c.. >1E. C 96.3 ELEV. LEACHING AREA: ELEV. 96.18 96.01 2' 93.85 96.35 96.0 'Y ELEV. TRENCHES 31' x 3 WID 2 DEEP ` 1500 GAL ELEV. 4 ELEV. USE 2 LEACH TRENC ( E x ) ELEV. ELEV. 31 LOCUS SEPTIC TANK D-BOX (6"OF STONE UNDER) SIDE AREA. (31 .+ 3 )x 2 x 2 - 136 SF (0.74) - 101 GAL/DAY 2 LEACH TRENCHES (6"OF STONE UNDER OR' 31' x 3' x 2' DEEP LOCATION MAP MECHANICALLY COMPACTED) _ " BOTTOM AREA. 31 x 3 93 SF (0.74) 60 GAIJDAY (PIPE PITCH 1/16 PER FT.) LOT 101 & 103 (8000 SF) GAS BAFFLE .(6' MIN BETWEEN TRENCHES) CAPACITY = 170 GAUDAY TEE SIZES: AT OUTLET TEE x 2 TRENCHES =340 GAL/DAY INLET:6" UP, 13" DOWN - OUTLET: 6" UP, 14" DOWN 9 I1 NOTES: TH-1 TH-2 100.0 100.0 ELEV: ELEV. DECK 9 I i TEST I:�OLE LOGS v O/A HORIZON O/A HORIZON L VERTICAL DATUM: : ASSUMED 58' LOAMY SAND LOAMY SAND 10YR 3/1 IOYR /1 3 2. M AP 9 99.3 6 99.5. UNIC AL WATER IS AVAILABLE. ENGINEER: - THOMAS McLELLAN, P.E. j B HORIZON ' B HORIZON PROPOSED LOAMY SAND !; 3. SCHEDULE 40-4`'.PVC PIPE TO BE USED THE:O11i ROUT SEPTIC SYSTEM. -, B D WITNESS: DON DESMARIAS R.S. LOAMY SAND 3 E ROOM lOYR 5/8 ,, lOYR 5/8 „ 97.0 32 4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOA I:S TO CONFORM WITH AASHTO H-20 LOADING SPECIFICATIONS. 26 I WELLING 36 97.3 DATE. 2 10-06, ,, , = 1/4" C HORIZON C HORIZON S. PIPE PITCH PER FOOT(UNLESS NUT}il OTHERWISE}. PERCOLATION RATE: < 2 MIN/IN MEDIUM SAND MEDIUM SAND 6. FIRST 2 OF PIPE OUT OF,D BOX TO BE SET L.E1 2r GARAGE 2,5Y 7/6 2.5Y 7/6 24 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED 'i 0 ACCOMODATE THE USE OF A GARBAGE DISPOSAL• 341 „ 1 90,0. 138" 88.5 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CO FORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL CODE(TITLE FIVE)AND LOCAL HEALTH RE31 11.;�TIONS. PROPOSED DWELLING NO GROUND WATER ENCOUNTERED TOTAL FOOTPRINT AREA 1599 SF _ r I ,, PROPOSED LOT COVERAGE. 1599 SF/8000 SF 19.99 96 i 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL !. ILITIFS PRIOR TO CONSTRUCTION. , 10. GROUND.COVER OVER ALL SEPTIC SYSTEM l_f:: APONENTS NOT TO EXCEED 3'. 11. D BOX TO BE WATER TESTED TO ENSURE LEA I:. ,NESS AND EQUAL FLOW. PINE WAY 12.EXISTING CESS POOL IS TO BE PUMPED AND F'I i.LED WITH SAND OR REMOVED. 100.00' N87019'I5"E ri PINE WAY n �' loos z VEL WAY EOFr ' '$ o 100.4 �� $N 8$ 100.00' , M N870 19'15"E MM �o� ljJ MIN DRIVE o qt ll, ^ EXISTING DWELLING TO BE l l _ $ ° Z REMOVED AND REPLACED z g ZO a ; ; TH-2 TH-1 8 ° , 42.6' tri Vi MM GARAGE ll, 100 10.0' PROPOSED �., ; �'^ 3 BEDROOM - I DWELLING 100.00' tip = 101.5 �� S87°19'15"W 25. / 10.7 2nd BENCHIAARK AT \ WOOD STAKE / ELEVATION = 100.05 ka EXISTING DWELLING B T I TOTAL FOOTPRINT AREA = 754 SF BENCHMARK A MAG NAIL , EXISTING LOT COVERAGE: 754 SF/8000 SF 9.4 3b ELEVATION := ?t:('.0 i i 10 MIN DK. 200 OHD �;...:; ST MIN 4 v., .. 10, %CPl + MIN ►r1 10, MIN - SITE PLAN � loo.00' S87°19'15"w 99.4 - LOCATION: �K tµOF%:;. 90 SECOND AVENUE, .HYANNISPORT MA ASJ. boa .MICHAEi._ tin Y' EXISTING DWELLING TO BE MILE A1•! o`' S. �", PREPARED FOR: EXISTING CONTOUR. - _ REMOVED AND REPLACED CIVIL. ,_, IADUE PROPOSED CONTOUR: .....> ........._ WAN471 g 9 No. 37s60 REEF REALTY EXISTING SPOT ELEVATION: 25.5 DATE: 8-I-06 PROPOSED SPOY ELEVATION: 25.5 IFS �o`;' SCALE: 1" = 20' DATE(REVISED): 8-29-06 s a ( ) TEST HOLE: -- ;;o UTILITY POLE:_--a- i FENCE LINE: _ BASS RIVER ENGINEERING . HYDRANT: RETAINING WALL: ; ITHOMAS Mc LLAN, P.E. MICHAEL LA'DUE, P.L:S. P.O.BOX 1163, EAST DENNIS, MA 02641 JOB#M6-02 --- -- - --- - - - - -_ : _ - _ 508-385-3426