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HomeMy WebLinkAbout4093 MAIN STREET , , g•0 11.1 F . ______________,,,t, .1 ., 0:„.t\l....... 2 ACTIVE' ,, .. . . • ... .. .. . , , , .. . . , ,, .. .. , . .,., . . .,. . . \ . I- p ! ';sex . s c. 7 . ^eat..ky,.... , • 9 .,: ., ,tr^' . - T ,� -. :mot . , - - p TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION —() (itioci-ttc-c Map 3--. 5 f Parcel6 tion p Health Division Date Issued S H— I rF Conservation Division Application Fee Planning Dept. Permit Fee j 543 Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis m, Project Street Address 416 13 MAin SA-- Village atm nut jJ4'd Owner roAcs\a, IVlibS-Aodi Address 11073 mAiI Sf Telephone obi—30S-a 800 Permit Request Insirdlc,4 an oc 3,9)9 kW (1.g pangs) 501af 4 c,-tr;c. Sys+em, 1 is\ ( aiA(k cnof-toe, g(:cl -;e./ nek- eared, so tAAA 4ac; (15. 1 s -e'n en -a'+ Q \Om la v -ANQ. h°visa.. Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation III,stiO,no Construction Type Lot Size Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family $. Two Family ❑ Multi-Family (# units) Age of Existing Structure CH yr-s. Historic House: ❑Yes Ly No On Old King's Highway: $'Yes ❑ No Basement Type: ❑ Full U Crawl ❑Walkout U Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: U Gas U Oil U Electric U Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size Barn: 5-).e i isting 4 ne size_ Attached garage: U existing U new size _Shed: ❑ existing ❑ new size _ Other: `? ^a ,,, Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ _9 Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use m APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name JGSp(A S-1-n*3 Telephone Number S-(J�` a37-38-9a Address %' 1 (Y\av\ Si'. -le,1n.S License # 64'0(1613 Home Improvement Contractor# !666360 Worker's Compensation # g a 14)(59633 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO gG rn S hle. lain<Cci S-k o l SIGNATURE J, DATE 9/g // c t t FOR OFFICIAL USE ONLY r. APPLICATION# ii -DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER x . . f et, DATE OF INSPECTION: } f. FOUNDATION ' FRAME INSULATION f t FIREPLACE 4 i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r FINAL BUILDING s I ,51 DATE CLOSED OUT ASSOCIATION PLAN NO. - :/ • • The Commonwealth of Mas5achusetts Department of Industrial Accidents Office of Investigations ' ' 600 Washington Street ( r Boston,MA 02111 '�'•"' wwx.mass..gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information - Please Print Legibly Name(Business/Organization/Individual): E ScAaicInc 76 c_on Address: Sao c1-1a s • City/State/Zip: u 00 S AI A 6 d 6,O t Phone#: 5Zj-07 y—/nri Are ou an employer?Check the appropriate box: Type of project(required): 1. I am a employer with S 4 ❑ I am a general contractor and I employees(full and/or part-time) have hired the sub-contractors 6_ ❑New construction 2.0 I am a sole proprietor or partner- listed on-the attached sheet. 7_ ❑Remodeling ship and have no employees Ihese sub-contractors have 8 ❑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 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work • officers have exercised their 11.0 Plumbing repairs or additions myself.[No workers'comp right of exemption per MGL 12.0 Roof repairs insurance required]t c 152,§1(4),and we have no employees..[No workers' 13.[ j Ark CA-Viso r% Comp.insurance required.] // bof Top S r °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- tConiractors 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: • Iy‘x.) 1 O r 11P T f 1�; : • • Policy#of Self-ins.Lic_#: c w z.51q(033 Expiration Date: /b//S" Job Site Address: 1C4 3 S4• City/State/Zip:arm �' AR)(1)63 7 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as requited under Section 25A ofMGI 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 may be forwarded to the Office of Investigations of the DIA for insurance coverage verification.. 1 do hereby c tif,and the pains and penalties of perjury that the information provided above is true and correct Signature: � Date: c1//(//9 Phone#: f� L '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/Iown Clerk 4..Electrical Inspector 5.Plumbing Inspector 6..Other Contact Person: Phone#: •A ® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 03/24/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES - BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: DOWLING &O'NEIL INS AGY PHONE FAX 973 Iyannough Road E McAIL°'Ext): INC.No): P.O. Box 1990 ADDRESS: Hyannis, MA D2601 INSURER(S)AFFORDING COVERAGE NAIL# INSURER A: INSURED INSURERB: AmGUARD Insurance Company 42390 E2 SOLAR INC INSURER C: 120 CHASE STREET INSURERD: HYANNIS, MA 02601 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR MIND POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ • 0 COMMERCIAL GENERAL LIABILITY PRMMGE TO RENTED PREMISES(Ea occurrence) $ 0 CLAIMS-MADE OCCUR MED EXP(Any one person) $ 0 • PERSONAL&ADV INJURY $ 0 GENERAL AGGREGATE $ 0 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 0 7 POLICY PROT LOC $ JEC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT • (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED - BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS - (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ • DED RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMITS X• ER B OFFICEPJMEMBEREXCLUD ANY ED ECUTIVE YY N/A R2WC599633 03/16/2014 03/16/2015 E.L EACH ACCIDENT $ 500,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Exclusions: ' JASON STOOTS; ALISON ALESSI • CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Marsha Alibrandi THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 4093 Main St Cummaquid, MA 02637 AUTHORIZED REPRESENTATIVE , 1/. • ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD ILV VI II _ . • ._ HYANNIS, MA 02601 _ _._______ Update Address and return card.Mark reason for change. • l Address 1.1 Renewal l..1 Employment 11 Lost Card 8CA i E3 :201v1.05/1 i r�/r �fr.n ill mr.,rrnrrrl//n//r'((<r.l,lrrr/ir.tr//s License or registration valid l'or individul use only . , . tit", Office of Consumer Affairs&Busiliess Regolnlion before the expiration dole, I I'found return a Us• • II,r Ik MORE IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Rcgulalion it�(��' .::�I egistratfon: 160360 • Type ' • 10 Park Plaza-Suite S 170 • ` �. �:.•I!,.:,rlExpiration: 7/16/2014 DBA • Boston,MA 021IG E2S0�1AR t• • JASON STOOTS ' CHASE � -- 7Lgntture 120 .HA ems`-� r - i IYAPdNIS,MA 02601 • Undersecretary Not • • 1 0 Massachusetts -Department of Public Safety • I Board of Building Regulations and Standards JASON STOOTS Construction Supervisor License: CS-090293 I { � i,I I. r, �'zt C- • •.•; t ; � O ` r.r 1'' o . ,: .Inc r PhotovollEal Installations JASON D ST ` , 120 CHASE ST ' $11ii'120 Chase Street HYANNISMp o601 Hyannis MA 02601 % ,` MA C5 Lloonse OQ0293 • Boll;609,237,38e2 • '1-, NABOSPII 93868B ,rl+� Expiration loth nn,00nosIH ut • office/fax:508.776,138ti f.7:4,,,, �1/..6Gx-•. Og/2g/Expiration )ason@ e2s0laraapeood,o0m Commissioner smlliiiIiiiTIIi.i '9E1 www.o2solhrnEtpaood.o0m r . . Emil,it-,-. - .---... - sf,rrOWN:oRRALRNSTABt -1-Jf.,:c,:;,-,-e.',.,-. ,,.,,,., i.1 ,,.,.., ,..wis,,,,,,,..,1.,......,,,q?,„,,,,,,,,f.„_:...,,_, eil._:-.....4iajig,':::-!:';'-vje-',!4i.--!,:..'04-13-31.c'X'1.--; ',-:,41.,z;.7„q,,,v,-2; kg,011-al.:;KOV.;.t..Ini.15t,?,:h. M1 ,i• Ale Edit Tools Help - . . . . .. . s., ,„.......... i . —• — 1 ,,. .....=_. , -. .--, ,-• 1 . I:.,..., . , ! .,i.)7 ..=-,..", ..... . :...1.-, 1.1,..-, ! ..` ' a a. a- ....-a-a.,.....,w..,-.-......a.-.--_-..-.-...-.......-.x..-...--,..... 1,--Yearitype.ttill No. — r-Customer Account Information--•------ . ....1, History i- 1" i I -10 i-!, I nE-R I • - : ''. 1 - • ' -, • ""`• "1'-.., ".. 1 i 1773J9 l:5' ! ,L LIBRA NID1" MARCH'A . De.tail I-Property Information-----------------------------------------------------------------------, 1 ' PO BOX 396 • Parcel ID 335-026 ! Orio Bill ! . .. .. . „ . , . . . : CUMNIAQUID,NIA 02637 i I . , . • • . 1 Alt Parc . 1 . „ . . • . c.":.ffecii!...e Date I i prop Loc A093 MAIN 51"./ATE 6A;BARN . Special.Corlditonsil,/otes ' ' '1 I. . ,. .. _ .... .,. .„ ... • • . i - . , i ! Lien/Sale I 1 ! i i L ins0ment Information------------"-;--------------------------- .-------------------- --------- -- --- --- - • Scan Bill i • 1" . lilt Dt Billed Abt/Adj Pmt/Crd Interest Ui paid bal 1 • ! ; 1 . . . _ 2 ruick Entry it 1 108/02/1.2 1 1227.34 1 • . .00 1 I. . _296.11 1,523.45 111/02/12 1 1,227.34 1 ,00 I .00 252.30 f 1,48a.14 . I_Iti'lit/Acct I I i i . - — - - - '- I - ' . . . i • ' ' _ . 102/02/13 1 1,327.84 I • ,00 .00 j 226.64 1 1 , . . . . . .. . . .. . Customer., ! ! i . ! 105/02/13 1. . .. . 1,327.34 1 .00 .1' .00 I 181.31 I • .. 1",509.15 . . Name s/ e I " .00 { . 15,00 1 . ' ' ' .00 .1 .00 15.00".. , i FeePn l ' Totals I 5,13.0,36 1 15.00 ,u 1 ' "0 l' 956.36 f - 6,082.22 Parc ! . . .. .... . l -1,intes'A err,:-----------------------------------, • Prop Code i 1 - •'•• -. i . Due 04;22/201" . F:,n82.22 -•er At. i• . ,,,• - . . .. Bill Dates 1, Jl,.1 1 0,.•%.,ner, ALIBRANDI,iv1AR51-1A '• Audits Au . . . Bill ' - .2.. ! " 1 I . I, Tot440d22 211•4 . , • ..• . : .00 . i • ! r.:-.7.,-, -.!:-•••-,.. :.-•;,•-.::•4 Qt-4-....---,,..;;:,,...,... • l _ . Bill Events I • I , .•. . R T_BLE •• . - Reprint PERCOLLEC OF TAXES .- , R - . •:, . : • . : - - ' I Pre.ferences I ! - - - ! • Diagnostics I: - - A :-= r-l-- 40 0, 1 tti ' c),,, i EI 1 Attacheerits 10',I . " -. •-• 11 I ...-. . — • Display transaction history for the current bill. . . • • `•t'-,'..4 . , . " • . . . . . , • , l ... . . . • THE EXPRESS WARRANTIES CONTAINED HEREIN ARE IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY, HABITABILITY, OR FITNESS FOR A PARTICULAR USE OR PURPOSE. THIS LIMITED WARRANTY EXCLUDES CONSEQUENTIAL AND INCIDENTAL DAMAGES AND LIMITS THE DURATION OF IMPLIED WARRANTIES TO THE FULLEST EXTENT PERMISSIBLE UNDER STATE AND FEDERAL LAW. 8.5 PERMITTING Contractor agrees to apply for and secure the necessary local building and electrical permits required to perform this work. All work performed will be done in compliance with the requirements of the local officia Is. 9._ENTIRE AGREEMENT, SEVERABILITY, AND MODIFICATION This Agreement represents and contains the entire agreement between the parties. Prior discussions, verbal representations or written memoranda of any kind by Contractor or Owner that are not contained or referenced in this Contract are not a part of this Contract In the event that any provision of this Contract is at any time held by a Court to be invalid or unenforceable, the parties agree that all other provisions of this Contract will remain in full force and effect. Any future modification of this Contract must be made in writing and executed by Owner and Contractor in order to be valid and binding upon the parties. The parties have read and understood, and agree ree to, all the terms and conditions contained in this Agreement /3a it Date JasQn Stoolstor E2 d5,lar Inc, Contractor o tate Marsha Alibrandi Photovoltaic Contract Page 9 of 9 E2 Solar Inc.,Contractor - Marsha Alibrandi,Owner GENERAL NOTES: 1. PANELS ARE ATTACHED TO EXT'G ROOF o Z STRUCTURE WITH 16"X 4" SST HEX LAGS,48"OC.TYP. Z w 2. ALL RAIL AND MOUNTINGS ARE RATED FOR 110 MPH oo m WIND LATERAL LOADS g z w �o 3. EXISTING ROOF FRAMING CONSISTS OF 2X..tgs 16"OC co lc Et ww i 2,X$5 - z m F- w U JU) J Z m O = ci 1 (12)SUNPOWER 327 o N i zWATT PHOTOVOLTAIC o ¢ Q MODULES, TOTAL 0 'I. InARRAY: 3.924 kW TITLE: (4) FUTURE PANELS (LANDSCAPE) PLANS & ELEVATIONS _ E d a w 8 k c •U a w O `S W M LT Na tC O Z 2 ce O cv in N` Z g N O coo 0 Vim) N F. 1 PARTIAL ROOF PLAN eK3 3/32'=1'-0' r DORMER ROOF: 0 t 13'-0" SPAN — — — — — — — CB) EXT'G 2X1r6s 16"OC — — — -;ate► (12)SUNPOWER 327 (12)SUNPOWER 327 Aw4�� WATT PHOTOVOLTAIC WATT PHOTOVOLTAIC MODULES, TOTAL MODULES,TOTAL ARRAY: 3.924 kW Sheet: 04.11.2014 ARRAY: 3.924 kW (4) FUTURE PANELS ' (LANDSCAPE) 0 PARTIAL EAST ELEVATION 1/9•..1.-0• 0 PARTIAL SOUTH ELEVATION A_ 1 3/32•=1'-0' r. SUNPQWER E20/327 SOLAR PA\ EL L 20% EFFICIENCY .SunPower [20 panels are the.highest — �'O efficiency panels on the market today,. • -•-- S E R I E S providing more power in the same . — •--- -- • • t .... amount of space —• •. —• / I— MAXIMUM SYSTEM OUTPUT 1 1 Comprehensive inverter compatibility I ensures that customers can pair the highest- j I efficiency panels with the highest-efficiency I :_rII -I- I ir • inverters, maximizing system output REDUCED INSTALLATION COST I— — • ♦---• More power'per panel means fewer panels I per install. This saves both time and money. RELIABLE AND ROBUST DESIGN SunPower'suniqueMaxeonT"^cell THE WORLD'S STANDARD FOR SOLARTM technology and advanced module design ensure industry-leading reliability SunPower' E20 Solar Panels provide today's highest efficiency and performance. Powered by SunPower MaxeonTM cell technology, the E20 series provides panel conversion efficiencies of up to 20.1%. The E20's low voltage temperature coefficient, anti-reflective glass and exceptional low-light performance attributes.provide outstanding energy delivery per peak power watt. ' SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% 20% 18% 15% i . tt THIN FILM CONVENTIONAL E S 8 E 9 E 2 i 0 wA AXEONT^^ CELL SERIES SERIES SERIES TECHNOLOGY- TE Y . P owercorP sun .com Potented.all-back-contact solar cell, •i .;'•. providing the industry`s highest.,.. ,. ::efficient and.reh. . CC Us N C US O i` ar z y s a ,, , R - � tC Maximum Span Calculator �Wac�nE L c for Wood Joists & Rafters Species 6.ruce-Pine-Fir 1 Size u Member Type Rafters Snow Load, Deflection limit ' El Spacing(in) ' . • Wet service conditions? Exterior Exposure — — Incised lumber? I III' Snow Load(psf),1225 Dead Load(psf) I Calculate Maximum Horizontal Span I Go to Span Options Calculator for Wood Joists & Rafters LIMITS OF USE I HELP I I koilablc on tha iphem � di Span Calculator for o App tor' t -` ''' t sP-r�_�. available for the iPhone. . ih 4.."'""�"`*" Wood Joists and Rafters pp COO Ic-play mifi-J also available for the i'''`'.; Android OS. The Maximum Horizontal Span is: 14 ft. 4 in. 0.6 in. required at each end of the member. Property Value Species Spruce-Pine-Fir Grade No.2 Size 2x8 Modulus of Elasticity (E) 1400000 psi Bending Strength(Fb) 1388.62 psi Bearing Strength(Fcp) 425 psi Shear Strength(Fv) 155.25 psi SolarMount Unirac Code-Compliant Installation Manual fa"UN t RAC • Step 6:Determine the Uplift Point Load,R(lbs),at each connection based on rail span Yon must also consider the Uplift Point Load,R(ibs),to determine the required lag bolt attachment to the roof (bm'Idn,g)structure. Table 11.Uplift Point Load Calculation • Total Design Load(uplift): P • psf Step I Moduleiength perpendicular to rails: _ B x ft Rail Span: L x ft Step 4 /2 Uplift Point Load R • lbs • Table 12 pull-out in typical roof lumber Use Table 12 to select a bolt Lag (v+mtldrarnra� (�s) typi (aSD) lag_ size and embedment depth to Log sae"specifications satisfyyour Uplift Point Load Specific sjss Force,It(lbs),requirements. Divide the uplift pointload(from gravity per inch thread depth Table 11)bathe withdrawal capacity in the 2nd of Douglas Fir,Larch 0.50 266 Table 12. This results column DouglasFir,South 0.46 235 of 5/16lagboltembedded thread f': depth needed to counteract the Engelman Spruce,Lodgepole Pine uplift force.If other than lag (MSR 1650 f &higher) 0.46 235 rk bolt is used(as with a concrete or steel),consult fastener ink Hem,Fir.Redwood(dose grain) 0.43 212 documentation. Hem,Fir(North) 0.46 235 Southern Pine 0.55 307Od It is the installer's responsibility depth to verify that the substructure Spruce,Pine,Fir 0.42 205 and attachment method is S race,Pine,Fir strong enough to support the p maximum point loads calculated (E of 2 million psi and higher according to Step 5 and Step 6. grades of MSR and MEL) 0.50 266 SotimacAmericetWood Coma NDS 200S,Table 111,11.3.2A Notes(1)Thread must be embedded in the side groin ofa rafter or other around member integral with the but<dmgstructure. (2)Log bolts must be loaded in the middle third ofthe shut:anal member. (3)These values are not valid for wet service. (4)This table does not include shear capacities. If necessary,contact a local engineer to sped fry lag bolt size with regard to shear ford. (5)Install lag bobs with head and washer flush to surface(no gop).Do not over-torque. (6)Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary.Seel-able 103.1 in theAmerican Wood Council NDS for Wood Construction. *Use flat washers with lag saws. • fts 13 • FLANGE NUT BID CLAMP - </#* TOP MOUNTING FLANGE NUT .- CLAMP MID CLAMP T-BOLT ./ . V � �_. �i v� :I*� UGC-1 �� �*L CUP - T--BOLT SOLAR MOUNDk RAIL ��, t • . g T—BOLT ' •— UGC-1 (MI CLIP --------RAIL - U - ) 000 kj 114 O A C - 00 — z Installation Detail 02008 UN(RAC, wc. SolarMount Rail ;�,, Top Mounting Clamp �suu SSY Nld snot Use PHONE 5D5.2�2.6�7! Universal Grounding Clips UNIRAGCOM IJRASSY-0008 mount Roll—UGC-1 Ck--jc I nt. Camp-th�- 2122/20' 9;47:53 fin f ,. ,�"—tZ'_ ALA �.a ,F f...: 2 -._se'a5 9 4.4 K" '_+�. '�' p 1 • • L-Foot material:One of the following extruded aluminum alloys:6005- T5.6105-T5,6061 T6 o. Ultimate tensile:381csi,Yetd:35 ksi • Finish:Clear or Dark Anodized o L-F,00t weight varies based on height-0215 Its(98g) - Allowable and design loads are valid when components are Bea _ _ `' assembled with SolarMount series beams according to authorized ��" Bolt UNIRAC documents 71;/-l i L-Foot o For the beam to L-Foot connection: - -Assemble wih one ATM F593% 'I 6 hex head screw and one - ' erraied� - - ASTM F594%serrated flange nut Rance Il+ut• t. .- lighten �, Resistance factors and safety factors are determined accor+dtng to par; 1 section 9 of the 20E75Alurninum Design Manual and gunny t8st Y _ results hum an MS accredited laboratory II, - - NOTE: Loads are - x given L-Foot to beam connection only;be sure to check load limits for standoff,lag screw,or other attachment method 3 of Applied Load • Average Safety Design Resistance FF�t E IDC$tr 3xsov Direction Ultimate Allowable•Load t=actor; Load Factor, _ A f i lbs(N) lbs(N) Fs Its(N) 0 .. 2.„ .} I Sliding,Z+ 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) _ 1325(5893) 246 2004(8913) 0_615 Traverse,X. 486(2162) 213(949) 228 323(1436) 0.664 • • y ! 4.+9 STANDARD , ,_ ,_ , __ ,_. _ _ / RAIL .. , ,1 1\444%%14441444%1444%4 : L FOOT s %%':6: 3/8-16 X 3/4 HEX HEAD BOLT 3/8-16 FLANGE NUT ' 4,,, [A---1 ti _ 4,i 'BD 177' 0o O AC - 000 Ok {Ni 00 Installation Detail ©2008 UNIRAC, INC- SolarM 3,nt Rail 74q1 BROADWAY MVO NEAU3UCUERQUE. NIA 87102 USA Foot Connection PHONE 505242 6411 UNIRAC.COM URASSY-0002 , . • QuikFoot—Product Guide Cut Sheets:QFL-812 '4:.;a-4;;=". a- *.: ,..',.: . • --414.-Ty',..1. 4 - •,:f4:,, i--, --,„.----•:v% * *''''''', .•,— .44i .,', .Z-t I :. _.: -- ; - . ....,.....____._ _ lit 1 f....7.--- •-44:. 17 . . . . . . , '. . I .:' : ' : • ' , .ii i I "' t...Vail ' • . . . . ... . . i . , . • . : - 0 , .., 4. ' • ' •. ,____:%-• , , ... • . . ; . ; . . '...,ef,,2 %._......0 • .. . T,_ T... NI . _ ..,:,_ . 0 . .:-...• - ....): , 41. ti 9/ - •- --- ..-- —.6 • 4 . . . . . . 1. ... _ I . / . . — ' Pji . . • :77- 5••:::- 47 C•mtnittid t•:.tht itfivtt,-..IP. ablt Er/I .,-;:.E(,...Fastn id•It•;41,:,..r,t,:nt 1:4,-.4,.-ct,i1 ur,thi c,.,pytight All i ight,t iivi-,1 02122.1201 3 • 3.3 . , - • , . , . • . ,• . • . . • , . AI . . • • f . . - . . • ;'.t :}' t t' 1 ' • 'J'';'Ij'` t'py „ r. ":,. � i'i . J. 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' Renovator Initial - English •• • 6.i. • • Pursuant to 40 CFR Pax t 745.225 ?A ti • 1•, _ Vt.', ' rf!'i • 4 ' Course Location , 11 1, • , • ,�f? Shepley Window Showcase t. . ,,;t, r•1� �t;� • . 76 Ben Franklin Way Hyannis, MA 02601 ,. I • ' . ' . , t• t rN! • { rr t' ,.�ulrae 7, 2010 .Dian® 0�, 2010 11u.. • 11 ((((��l CoUirse Dates ' V ' rriingition•Date .�;.' :;j� •/./�y{ MW /� • - i`;;,"yl ,�r1, 1 �1Y1.+ ;:t r•' ;,s ,R4 r83P8w1oMoY93iM, ��1 II � s - .\ ....__. , lj' Gel'tlPloata Numbor �,L^• -►P- • ;Lyf f1l11, i;t' ;' itplretlon©ato, • Training Director I'SI 11� . I (. � CI 'Ia l,Jia'tcari Drive,Wilmington,MA U'I�sf�r't,►I;1 ,. ` t, ,., 1 •;t,1 I , ..,,,U,t/ry '•;;t �•, �r L,.ti• .' 1 •. J r 71 r rt;eispilonu !7ti. 158,112/2 WINV1,Iestrains.corn '',, ` je, h?d' !Il{S '.4(«�t. 9rti! ':lv�,� ,'a. .n,:;' n}r 1'! 'tr tt:.1•,, «y. rr t �•. ,..x I. y NN' ':^• 1•;' 1 7 /I •t, '•i �'t •:! 1� 1 1 ,1, • 1,! t., p•..:.•• 7 �,. r 1 .; i tl.S•.,t,Ay r• 7 ,S' ',�r'!, �/ 'M1 '✓ 'li,•,x 'r '.1, '1�. 1 1 111 , v ., •,1 y .•1.. � , I: xt 1.• ,.t, .1�, ; ,,' I11' . , :'t,,•:,' ; .{ I,}llti' 1.1' „. Itl , , I' ^j/•5,�1 [1.1)11`,1•,, ,•":;.`,Itilo,,•!:i:,•;,ili,1.1.:...,1,..,,). ,yJ ! 1 ,,.' , ,,1�„•,i' ,t, ..I '•.. • ILr • t'7': ' ',, l,!r • ''ii".V..t.,' .T•t i '•1 •tl �• .,.' '1 •, ,.' ,.i1. ••"'I , ',1�•.1( 1• , •,' , , ''t'• .•;' .t,}.'� .t• l . ,) '• It.'••'ti.iti j.. �,. "i't.'. s' 'd .! �S• .I. t' i 1' t '.r ••�' ' •1 .} �1 �t' .i}• •;rt. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map S Parcel Permit# Y(S (' Health Division er.e/797 - Date Issued Conservation Division /2 /I.D®J Ogg Fee 050) / Tax Collector '717sW©` SEPTIC SYSTEM MUST Treasurer (11v. _I to 122D / INSTALLED IN COMPLIA .. Planning Dept. WITH TITLE 5 ENVIRONMENTAL CO ' ,-'is Date Definitive Plan Approved by Planning Board TOWN REOULATr P 0%0 Historic OKH _Preservation/Hyannis Project Street Address 49 ),3 i 64- 4 Village 0mir A9() ip Owner HRiiSA9. 4/i,B4ItJ1 i Address Telephone Si ' (36J_ 79V'r Permit Request (!On P[Jd"iitt) blf 4 c)OY 0 4 i WO Litaky Square feet: 1st floor: existing 6.6e) proposed { t 2nd floor: existing 6b proposed -2101.19 Total new 10-0 Valuation ://6//60 ' Zoning District Flood Plain Groundwater Overlay Construction Type . ;.&_,. Lot Size ' Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family GIC Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: Zes ❑ No , Basement Type: II ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 60 / Number of Baths: Full: existing new Half: existing 0 new Number of Bedrooms: existing 3 new 0 Total Room Count(not including baths): existing 7 new 7 First Floor Room Count S Heat Type and Fuel: TiGas 0 Oil ❑ Electric ❑Other tief./ QA,A, Central Air: ❑Yes 14`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:0 existing ❑new size Shed:❑existing 0 new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name at)t2Q a4-.UE 4Telephone Number <k 36 ( - /yi 7 Address e.O. 160 Se /6 6) - License# O S 7.: P-1-- /-`45JDias 11//5 /14 Home Improvement Contractor# /0 9 7 7 / rP oaZi6vor Worker's Compensation# .)Ot/ t.,) G /es ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO '6300 fe-(c-CVely SST IS SIGNATURE DATE otifo 6 (I 4 ti L' tb: T FOR OFFICIAL USE ONLY j , PERMIT NO. . . ..-. .- t- • , DATE ISSUED , ..- 1 r - . \ MAP/PARCEL NO. ,.' _ , „, , 1..,. „ _ . , -- (,,, ' I ' . _ • .. •-.. • • . ' . ) . I a • , - o,i' I" ... ADDRESS • I • ' VILLAGE I . ' , I i.1 , „' .., ''' - ., t ....-- r ..• . .. . ' OWNER. - 1 1 - . • r I. -t .. t , , \ i , ' . r ., ./.-- ., ' r 5 "1. a . .. , . • • DATE OF INSPECTION: ,-- .... -- FOUNDATION Ct(09,10/1/17( ... ._ - -• FRAME 01[510 I V) (di • ' 1 1 ) . , INSULATION t 1 Cl(o '`-'vv) 7 " -, FIREPLACE - .., , ' . 1 . I .. —, . . . . .. •, ELECTRICAL: ROUGH-, . - FINAL ' .--"' . ., P ... ,,,,.„. .....: , • PLUMBING: ROUGH- -2„ "- - FINAL _ --1 0. " GAS: ROUGH-- 1.,, - FINAL ..., , ..- ,„... - f I . FINAL BUILDING r - .• , . dceve..-W . 4. ‘ .. IF*IZ14:)$;."I . . ,. , - DATE CLOSED OUT *(;' i , i - ivxro, ' ) / „.„--- ASSOCIATION PLAN NO. 1.:,..-.1:•• .17. , ' lolkies ! 1 '. 4 . -Ad • FEE VALUE WORKSHEET . LIVING SPACE (2000 sq ft or greater) square feet x$115/sq. foot= (less than 2000 sq ft) Q square feet x$96/sq. foot= (affordable housing) square feet x$57/sq.foot= (40B or low income) GARAGE(UNFINISHED) square feet x$25/sq.foot= • �✓gA-s G uare feet x$20/sq.foot= D 6 o PORCH q DECK square feet x$15/sq.foot= ALTERATIONS/RENOVATIONS OF EXISTING SPACE cost— �/4 /(r'�O ro Total Project�ect Fee Value Office Use Only Permit Fee') projcost • MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2.01 Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 7-19-2001 DATE OF PLANS: 01/11/01 TITLE: ALIBRANDI RESIDENCE PROJECT INFORMATION: 4093 MAIN STREET CUMMAQUID, MA. COMPANY INFORMATION: FENUCCIO & RICHMOND ARCHITECTS, INC. 923 MAIN STREET • YARMOUTHPORT, MA. 508 362-8382 COMPLIANCE: PASSES Required UA = 200 Your Home = 196 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS 520 30.0 0.0 18 WALLS: Wood Frame, 16" O.C. 899 13.0 0.0 74 GLAZING: Windows or Doors 233 0.330 77 GLAZING: Skylights 7 0.330 2 FLOORS: Over Unconditioned Space 520 19.0 0.0 25 HVAC EQUIPMENT: Furnace, 86.0 AFUE COMPLIANCE STATEMENT:. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater thar 125% of t design loa as specified in Sections 780CMR 1310 . , 4. Builder/Designer / ,.,0044440 Date 2//r/e/ MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 ALIBRANDI RESIDENCE DATE: 7-19-2001 Bldg. Dept. Use CEILINGS: [ ] 1. R-30 Comments/Location WALLS: [ ) 1. Wood Frame, 16" O.C. , R-13 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.33 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? ( ] Yes ( ] No • Comments/Location SKYLIGHTS: [ ) 1. U-value: 0.33 For skylights without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-19 Comments/Location HVAC EQUIPMENT: [ ] 1. Furnace, 86.0 AFUE or higher Make and Model Number AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage 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 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. 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, glazing U-values, and heating equipment efficiency 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. HVAC 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. [ ] 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. [ ] HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in. ) : PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 [ ] CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in. ) : PIPE SIZES (in. ) NON-CIRCULATING 1 CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" 1 0-1.25" 1.5-2.0" 2.0+" f t 170-180 0.5 I 1.0 1.5 2.0 140-160 0.5 I 0.5 1.0 1.5 I 100-130 0.5 I 0.5 0.5 1.0 I ----NOTES TO FIELD (Building Department Use Only) • • 11=11'11 = i14• =ig g — `- — mm tags—— MMAMMAMMI NMmIll AM d Y L:. — 1 am a !ii.� _...._..... � 0• p L g 1 § NEW ADDITION FOR THE ALIBRAN DI RESIDENCE CUMMAQUID. 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I.9: =I i 5 .. II I III I a i 11 ! 11!1���1t. --J o R t.. Acwns_. EXISTING CONDITIONS laird.esir 0 FIRST FLOOR PLAN ecAutwoo.r AB • r A § n r �gg • 0 CUT OUT St.WIOQ.PULL NT. a OPENING PI EC/ND WALL 11.. A he r"±'••iis AIR _ o .�-I Do`a'Ti u•o.a ,- Da i n e.e. I.a CROSS BRIDGING• U LL/ nw•1 AN " 12 . i - al i t OA6C[1Q6 �: ORA N6 WALL i �� -- —IF --- "-- ---_--- •1/1.OLPD.•L.B olOi I rRO11 IX.MR IylyL�Q 1 di nu.TYPICAL Y 1 ay.f OMVW ..MT FLOOR i C'911d M wUn.D' I �--_ �—_+_—_ ybr.n•`eNc rrn.—.{J � fP I I �' IIII -� —�----r--- • 1� CGNL R6.T/PLLID dl� , �I �I L �--- P--- --- -- I a STEM LAur col.ulw wl _ i II z 6'74EUIL 1 1 et i E_-_ ' :1•J L. 1 ]e.LJmBbIN I 111 ii I --- -----�— ------ I w C0 1 14 0. �` I r � ;T4r i'-0• DON„I/UOUp I 1 1 1 1 I -r i -L C4- .R4'1„.„. Q M Z �',• �.P.X.GILL.L,,,ro u PAWL. �( I I I I I I I i I I I I I I X Ii OP SEPTIC TAIUCGTION-4,' EL MI I OIRMI l' w/1/� CN GLV.A.D.••'-0'O.G PM 1 CON7 P.T.�.A EP Lm.Q i 1� F. 1 1 I 1 1 1 I I 11 1 1 1 1 1 1 �✓.IAT IMN•{II• m 1 �� � 111111111111111 `� r� �-'�.'t-AG 1 f� 1 1 1 1 1 1 1 1 1 1 1 1 1 c--- 1 tag --�4���-t� �� � D.P.T.as GIRT xlell I• r O FOUNDATION PLAN •CALOIA0.1'4 a FIRST FLOOR FRAMING PLAN IDAL•.v4.r-0• 0 104g .;,-- . A2 4. a..r .a-r' 0PAR urn= ' Rm- III h P.C.CA' — -- -A , _ w .. I I " fie . 1 arrays I I W.C..10N6{L U 5 .QMI I IN I Elf. = �•• I LNIP4 RGOr9 I I (� BLN RGOP9 , �. '^�' -,•—�r_.WOOD • 77i11 ,[ITfJ f?l I 2 1 ��I O HALF NALL DETAIL waei •rD � r Nt n II sae U l _ « irs.e._ pmmm�k:11�, R sn•-0• a s P Al>t24.s J 52E-2 ZI O O TL lie-n Imo• °''° f )O I Beau dGQ GI z "� NAND NALI W.W. ni DN. C oa IN MAMMY PCCICING —WLATTrx POND.ANNE O PI APPROXIMATE LOCJRIgI J \.�\ II, ° O Q Z a , PI Dr MIMIC TANK \ A r- O ri. 9 4 AAa Id.,I.r • A'-11 In• W .'c.o. M i^ OFIRST FLOOR PLAN .CAI..NA•.I'-D• L7EL I! gap 0c) •HT rENID A sw..r.. ® INDICATES MN WALL ODD TRLETION & iI® k �. IND ALCOR NO0P. NEW MA3TER GY TOTAL 1,040 If. ® ° DEQ802Lt 2 BABE BID J / n�XILAT ruITTE OwrLOOR CELT ® II® 1.m LNONC6 T . / m.TALL NONCE IN RcuGN. - ® G / I AM P.T.POST t ! DAf� arwr..o 1 1'-11 WA RENSDNS ��I °,REP CEDAR fn°rW.PAINTED) ~ • 6'.1 Pr °'-1 IrY .'.q V6' / / S 'wGaAN TRIM ANNE { •r.'-0• �MAYN w/� ANEW Nq O POST DETAIL '^•• ,Nis A3O SECOND FLOOR PLAN .cALa.v.•.r a ,aa&;4< • • • • • • • • • • • COMT RIDS!VCR -- =NI.RIDGS VCR a s • cr I 3 . . eePreL PLAdCIG OM = m DRIP GAP • ■■ ■■ ■■ ■■ .Tar PLANING r 11 11 Egg; — 1 E - L 6 :=Mimi: I_ Pz °ftr -- .. ...Arm. O 1` —• -'� END FLOOR P I ..,Ma ran...ar- TA.m.T - .' ' — ..,, ■�1=--„=,1�=i,.. 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I 1 = _ - I 4b'r'19•ii i Z aO FABRIC Fl.w.IONo OVOFLOOR' T.P.}NW R2.R e•wrwerlw } !ik 'ie • II r COM AT w G I1�1 e.VA r w..CLIPS JOIST SAW. NAN4ae PI 1 _„4:A MVP AMMO 1$ .JOIST " P.T.a T LISSOM h Nam•w u. ! (� P.T.GIRT .v a•'P.r.x II✓ I .•cl•o.e.NIAr ..IUTa1 I 1 F i ' •••o1A uLv."L`f`a eoL» _ ! S wgcr CONC.sommins SW/ROM CO•M •N•O.C..TAGO•R•O 1 i IurR. rtlel' i :uR nmP. IMI aN•woe. p 1 L_ I L. 0.0 NIT p MC.T0.� N•R96aml� T .. _ • �� 1 / or v apr LTm�lall ^`L maecazan .1. 1664,20666 •GTi _01/1f/1O / A •MR co.1'comt �i/ L1 ©DECK DETAILS •CAI-e41 vr-r-a - -- MAN afs • DRAPING Na' ®CROSS SECTION •uLm/r•Tr A5 41-2-- areirrem .. .° f Ellin''" .'.4.PI °TER PLATE \ tl Et—1.17- E . U to warm of .4trIP P doer ` kris. NLC2!°ro"." 6� g ` TOP PLATE« FC.) 'Q ALIGN PAKU o 3 TD EXIM7NG U g. =' P.d _ P. m OWO ,, Trv.4 MORRED• 1� T.or moot OOM.TAYCIb1 .� . �ti i�Y qS �y Hau���Y M1Tm"s1mR �.�.t�i�""�}.q�I "OaN'W MFi M1T,pppM I» meo�IWwoL°� Mr.....M4 DRUM ERR AT. W g. .. m:ww°e. nR sI�°w H.104 '° �°4' 1,2,1iu.41•i°4w w VIM'- t-" 2 E .UDrt,OEII I'_� Q . G END RR ` .IDLOg t i g° II.— TCP PLATE ) .. Nuw j USEI V 4Y W n . Z A ° I�i / a iii a4 I.T.ROOT MATED.1I RED CEDAR(IRE=$PAINTED) 'd n d f IY`f�M�"REEPEPOL.1AYT YTO MlMT01'L (Y,W w I.T Off+ ~ VP WIOAIOD INMW Q04 l�'E. (/J _.COAT MEM.K IM N M fr)aa .ue�Il.oM1aRt '� 1OT I10. Z 10 F O ° Alai"i i Z.S.-5 u ZS .-� 0 Qz Z . t„,..,im -OWIRPRI� ' T4 4 q 4=orqII- DEELEAMER JJJ Aw f.1`1 MON TI°�. pyl..p.. L'� DE.O.Dmy `I�I�� AEI .bf. rimili I°NaraperaN OU k W. 1111 =111L g 11=1= IIII= = e IIII 1' n=1 .. : .H . a,.. at o Imr 1RP'�, TOP 6 a,n„0I 0\........r. . RERUNS O OCALE3/4WALL SECTION = IIII=1I • ' •.I'-O' III I=IIII—'..:— --ORRIN..„ DAA. G M0. 0 WALL SECTION 0 WALL SECTION A6 / U. INTERIOR DOOR SCHEDULE WINDOW SCHEDULE u i PR OM gI U '$ SYM. MFR'S UNIT WIDTH HEIGHT THKNESS CORE PANEL ARKS SYM. MANUFACTURER'S UNR ROUGH OPENING OlY REMARKS ((�rry]] 1 AN FIN S214 E MY6+ - -6,046•'R.O. A NEEISOI 2442 Y�IN (-6 IX �! F 2 ANDCRIO4 AN ate I W U $• .lr 6'-Ib'-6'R.C. O MEW(211110 Y-6 1/C•2-1 1/4• (/AIM) •'ro' I» ex. 4 Paint. 1 RWiI C NCESEN OM I'-r -o Sir 3 4 7-4' 4'-6' 1 IVO S.C. 4►ANEL. I W D N100501 I1171 1'4 1/Y4T-6 1/T 6 DELETED E MCOISEN mass SNM1D? DI I/T,76 I/Y .461 WO&RAN SD6OR . • 7-4' Yro' 16/0 GC. 4 PANEL I RN NOTZG W I 11'-0' •'-6' 1 V6 S.C. 4 PANEL 1 LAI. eGG ELEVATIONS FOR eR14.•PATTERNS. • 7-P 4'-4' I vs cc. `4 PANLL 1 RN 2 E l - 7-4' 6'-6' 16A GC. 4 PANE.-1 LN timbale MRS - Q '�' U V wio6D.cc10 WAgbc OO-O YY�j {� A K CEtEYXO-e.aLmlt4lf.[COMM. H F DOOR 61 CROUP 611R®-0.0.MT 1 MImN.DOORS ID K 6 ROM FDIC DOORS II r jr, - M PAN P.Ie1N/4EJYJi �,,''� WW1.Cu ao6 CY1Me A4 INT.TOM J_- , /1I TO MATCH 1D0►IrNCCOPPER PAWING/ON IIAll i €� rilkrfr' 24 STOOL CAP,TTP. BLOCK 14 i . APPLIED PE rn Irmo,w , APRON 1,`1 ��Cr..z zgl 1(��n]1 IY.e'RIM®AR NERD PRIM gal iii Dot Mf.CREW NDdN nPR G+pi.RPRIMED t►AINTED 9 PfTr•�ro w.ra c6erttilgi 1 06 uu1x11w iirJ. , ©JAMB DETAIL WALE.•'.r-w KR Arobroq NINCON'PIt SILL DETAIL ==Au.6'.0-01 0TYP. HEAD DETAIL - oRnINuJ SCAM•'•l 2' rat.EY ME I.. DNN0IND tin A7 • • • • q g0 a se., t 11: U 1 j a §0 i--I ai �1 I • ..., UsI falli r .1r. I i I FI •� • �—�woitr uoot - --- --- -t-- -- =� cjill MT y_-_ 11.44.1rnill �Cart-0 1tt JdDT iIi ili�i IIT G' IIi Wh;- - EI i •. 2 i I MCr Aiiiiii„ •-d----- .i _____I i ,VAV .12 q r.wrial I O SECOND FLOOR FRAMING PLAN awe..e.i�-a _—_ I q :I ----- r' I a • Fif- IIIIIIIIIIIIIIIIIII e 9-1 NP.,VT WI.OCLAV I ` a,/I,po Lam �� IMMO No. ROOF FRAMING PLAN ,,, S1 1 i , _. . .,_ , / / , - , , Or 1' 11411 ....._ rirtir_ A 147.404 ,,_... _._ X---------___..___ 11111111111111111111"11ft.-- 41.111" X-----______________ ;K . 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