Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0102 WALNUT STREET
QZ t 0 4 Town of Barnstable _ _ _ _ _�- Building -� Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept 1619.MAM Posted Until Final Inspection Has Been Made. Permit rest° Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit NO. B-19-609 Applicant Name: STEPHEN KLUG DBA STEPHEN KLUG FINE BUILDING & Approvals FINISH Structure Date Issued: 03/07/2019 Current Use: Foundation: Permit Type: Building-Addition/Alteration- Residential Expiration Date: 09/07/2019 Sheathing: Location: 102 WALNUT STREET(M.MILLS), MARSTONS MILLS Map/Lot: 149-041 Zoning District: RF Framing: 1 Owner on Record: PURNELL,SUSAN Contractor Name: STEPHEN KLUG _ 2 Address: 102 WALNUT ST Contractor License: CS-093441 Chimney: MARSTONS MILLS, MA 02648 Est. Project Cost: $ 136,000.00 Description: remove necessary interior walls to expand and renovate kitchen, Permit Fee: $743.60 Insulation: relacate bath,install 2 exterior doors, 5 andersen windows ,a Fee Paid: $ 743.60 Final: Project Review Req: _ Date: ' 3/7/2019 Plumbing/Gas /l Rough Plumbing: - ( O icia Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afte�l� Rye. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection - g 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed - Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund11 (as set forth in MGL c.142A). (J Building plans are to be available on site Fire Department�/� � Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT . ....... ...... .... ........ .......... .. . O Application Number...... .................... MABEL g BUILDING DEPT Permit Fee....... .410.......Other Fee........................ 1639. 2019 • Total Fee Paid.':........%......................................I............ ...... TOWNt Of- TOWN OF BARNSTABLE Permit Approval by...... ................ ....... BUILDING PERMIT APPLICATIONMV............ ..........YarceI........axl..................... Section 1 — Owner's Information and Project Location Project Address_ 10 2 \AAgA LYr s Village MAagg=r-As wu5, Owners Name— Owners Legal Address iO2. WNLROT 51- - City fAL LLS, State zip Owners Cell# -zicvuD Section 2 —Use of Structure Use Group_ ❑ Co=ercial Structure over 35,000 cubic feet Commercial S tructure under 35,000 cubic feet Single/Two Family Dwelling Section 3 — Type of Permit ❑ New Construction ❑ Move/Relocate E] Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement El Family/Amnesty El Fire Alarm Rebuild El Deck Apartment Sprinkler System ❑ Addition E] Retaining wall Solar KRenovati6n ❑ Pool D Insulation Other—Specify, Section 4 - Work Description ,ALL \?40e-K 51 Lq *e sa 7 JnEKI[41, k" � 2— e)cr � Last updated. 11/15/2018 APplication Number..................................................... -"Section 5—Detail Cost of Proposed Construction OGO.Square Footage of Project !%LA Z Age of Structure Dig Safe Number # Of Bedrooms Existing 3 Total#Of Bedrooms(proposed) N © hi P-W 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics Wiring' ❑ Oil Tank Storage ❑ Smoke Detectors Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply IR Public ❑ Private Sewage Disposal ❑ Municipal �' On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: NP4\15,ST b1 S� L I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. ' ��% • Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed w Rear Yard Required 4 Proposed Side Yard - "Required Proposed ' Has this property had relief from the Zoning Board in the past? ❑ Yes D5k No Last updated: 11/152018 Application Number............................................ Section 9= Construction Supervisor Name KWU Telephone Number ~J�S Address -7A t> 1411 MrcnAI4 M City VU VAPMaVgState�_Zip CrZ6`73 License Number " ( License Type U Expiration Date c _L 7 Zo101 Contractors Email '5 Mer Cell # 5(na 240 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature _ Date ?T� Ila) Section 10-Home Improvement Contractor Name KW�4, Telephone Number 550. �fZBh Address 7A bjVA lD-tFC44-M(City W Y��Q 1 4 State MAc —Zip OZG-7 3 Registration Number V57b2?0 Expiration Date_ 0(0 6 S I ZOW) I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date�?-��I10) Section 11 -Home Owners License Exemption Home Owners Name: Telephone Numberr. 4t?�-?_6v1O Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Orbs Date ' I APPLICANT SIGNATURE Signature Date Print Name Telephone Number 506 2Jq0 42S/0-' E-mail permit to: L-4T��@cavy_ja y (" Last updated: 11/152018 ......... . Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department.. Conservation ❑ �' - s y For commercial work,please take your plans directly to the fire department for approval. Section 13 — Owner's Authorization I , I, , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date � Print Name .,�L - 1 Last updated. 11/15/2018 I r SolseCanade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP E��l Ela FB01 (Floor Beam) BC CALC@ Member Report Dry 1 span I No cant. March 6,2019 15:41:03 Build 7082 Job name: Purnell File name: r Address: 102 Walnut St Description: City, State,Zip: Marsto... Mills, MA Specifier: Builder: Steve Klug Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products 1 3 t i I I 5 1 i 1 i 4 I I i 2 • i i i __.__ _ _ 0 c i w(: 4 -+y� jy .}r r ♦ CAm o re _.i[ <S .yC 71�n .r.Ixp!�Y ? r• '+r 't`.N vV Y'+ t-fie: - .t.�a ryY� � :.{'t N`. '4 { �.'y,'+�'. �k �&' '�M'y'�' '.t ,yin{•;.5 y��y yL,✓`w',��(f�"'1,r•�1, �;j- +r3,•4 c�. ... � ? r 4^ ?'�1•d i'+.v.Jr txv..r. � .l.P: w i. .7t'; 6 .cnv. .sh..r v._.=•'t c-e-.. 1 I � 14-00-00 61 62 Total Horizontal Product Length=14.07-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 3-1/2" 583/0 1175/0 632/0 B2, 3-1/2" 583/0 1175/0 632/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% _ 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 14-07-00 Top 14 00-00-00 1 1 floor Unf.Area(lb/ft') L 00-00-00 14-07-00 Top 40 10 01-04-00 2 kitchen ceiling Unf.Area (lb/ft') L 00-00-00 14-07-00 Top 20 10 01-04-00 3 ext wall Unf.Lin. (lb/ft) L 00-00-00 14-07-00 Top 80 n\a 4 low roof Unf.Area(lb/ft') L 00-00-00 14-07-00 Top 15 35 01-04-00 i 5 high roof Unf.Area(lb/ft') L 00-00-00 14-07-00 Top 15 30 01-04-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 7135 ft-Ibs 29.6% 115% 3 07-03-08 End Shear 1776 Ibs 16.3% 115% 3 01-01-00 Total Load Deflection L/496(0.342") 48.4% n\a 3 07-03-08 Live Load Deflection L/1136 (0.149") 31.7% n\a 6 07-03-08 Max Defl. 0.342" 34.2% n\a 3 07-03-08 Span/Depth 17.8 %Allow %Allow + Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 5-1/4" 2086 Ibs n\a 15.1 % Unspecified B2 Wall/Plate 3-1/2"x 5-1/4" 2086 Ibs n\a 15.1 % Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC@ analysis is based on IBC 2015. Design based on Dry Service Condition. All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. I I i � Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP ✓ PASSEId FB01 (Floor Beam) BC CALC®Member Report Dry 11 span No cant. March 6,2019 15:41:03 Build 7082 Job name: Purnell File name: Address: 102 Walnut St Description: City, State,Zip: Marsto... Mills, MA Specifier: Builder: Steve Klug Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products Connection Diagram: Full Length of Member owl b d a • + a L a minimum=2" c=5-1/2" b minimum=4" d=24" e minimum= 1" All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMFL005 i i Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide oi�ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAMTm,BC FloorValue@, VERSA-LAM®,VERSA-RIM PLUS®, Tt)vvn of Ba>cnstable Regulatory Servim Binding biv idoq Paal Roma,Belding Cummissluner 20D Main Street,Hyaffiis,MA CM01 www town barwtable ma.us Offios: 508462-4038 F= -508-796-M0 Property Owner Must, Complete and Sign This Section If Uaim AB '' er fly S U Y"Q-P ,as otv=of the%1jea edy lZeteby anthomze. �' �" to act on mp haml� i in all matters zr zfine to wank wthonzed by this bu&hng p=nit application for. ^I 02L P1�4T tsts t/1� , 1 (Address of Job) **Pool fences and 212rms are the.responsibility of the$pplicant,Pools aye not to be filled or ittjb�d before fence is installed and all final i ,inspections are perfomaed and accepted.. i signaabxte-of Owner Signlv=e of Applicant f . Pit Nam Pjint Name , Massachusetts Department of Public Safety, Board of Building Regulations and Standards License: CS-093441 Construction Supervisor STEPHEN KLUG, 79 MID TECH DR ' W YARMOUTH MA 02673,� v /�/�1:� - Expiration: /Commissioher 05/07/2019 �ee�par�vi�ca�iuiea/I o��/laaaaciccaeGLs Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Individual b: �ReaistrationExIake-10-11 ='156270 06/18/2019 STEPHEN KLUG _ . D/B/A STEPHEI KL=-UG'FiNEBU.ILDING&FINISH STEPHEN KLUG 79 D MIDTECH DRIVE ] W YARMOUTH,MA o2673 Undersecretary' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly ` l �.1 'Ct-d�St�' I�QC, Name(Business/Organization/Individual): "l� �t Address: -7O� -Tz> t Aot>'-rcc_- r City/State/Zip: �3 Phone#: 4 J2)& Are you an employer?Check th appropriate box: 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. 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' insurance.: 9. Building addition [No workers comp.comp.insurance p• required.] 5. We are a corporation and its 10. Electrical repairs or additions 3. 1 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. Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13. Other comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. ,,�`` `` Insurance Company Name: � � L,w.`� Policy#or Self-ins.Lic.#: �� kA6921Expiration Date: Z C) Job Site Address: 0Z WAi t ur Sr, City/State/Zip:I ►S f`it,t1,1s, } ©aj, $ Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the d pen lt' of perjury that the information provided above is true and correct Signature: Date: Z' 3 Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: FINEBUI-01 IKSCHLILTZ ACORO" CERTIFICATE OF LIABILITY INSURANCE DATD/YYYY) �- 1/17/217/2019 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(les)must have ADDITIONAL INSURED provisions or 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 C TAE•CT Mason&Mason Insurance Agency,Inc. A"CO3 No, 458 South Ave. Ext:(781)447-5531 a,No):(781)447-7230 Whitman,MA 02382 E- AIL INSURERS AFFORDING COVERAGE NAIC# INSURER A:Star Insurance Company 18023 INSURED INSURER B: Fine Building&Finish,Inc. INSURERC: 79D Mid Tech Dr. INSURER D: West Yarmouth,MA 02673 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TOERENTTuoccEDPREMISES $ MED EXP(Any oneperson) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑jpa LOC PRODUCTS-COMP/OP AGG $ OTHER: AUTOMOBILE LIABILITY EO eBI tleD SINGLE LIMIT $ ANYAUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS WN p BODILY INJURY Per accident $ AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE $ $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DIED I I RETENTION$ $ A WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY Y/N WC0869558 1/24/2019 1/24/2020 500,000 ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT $ ? FFICER/M�M EXCLUDO N N/A Mendatory InNH) E.L.DISEASE-EA EMPLOYEE $ 500,000 It yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached If more apace Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Elizabeth English&Leigh WilliamsTHE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 9 9 ACCORDANCE WITH THE POLICY PROVISIONS. 40 Sea View St. Chatham,MA 02633 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2016 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map arcel v t . Application # c 1 Health Division �Z D 0 0 2 2 S� Date Issued I Q 5 4 Conservation Division � Application Fee •� Planning Dept. Permit Fee O(c) Y- Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address Village M A CAS MILLS Owner �50S& l Pl.JP_N!ek 1 Address 102--S&AL&lTr5F Telephone --7-S., C5_70--32 Permit Request n�VV4 MA/ to i 6 WT�S `�"fIV��C(�1 I R I c:Q1 1 NAL I— Square feet: 1 st floor: existing W proposed 1040 2nd,fl6or: existing proposed 520 Total new Zoning District Flood Plain Groundwater Overlay Project Valuation CCO Construction Type Lot Size lAo x i5^] APPaeK Grandfathered:-.0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ • . Multi-Family (# units) Age of Existing StructureuNI0004 Historic House: ❑Yes ;kNo On Old King's Highway: ❑Yes ;A No Basement Type: X Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) c, , Basement Unfinished Area(sq.ft) 40 Number of Baths: Full: existing_ new (n Half: existing new Number of Bedrooms: 13 existing Onew Total Room Count (not including baths): existing new First Floor Ro20M, Count Heat Type and Fuel: ❑ Gas X Oil ❑ Electric ❑ Other o Central Air: ❑Yes >JNo Fireplaces: Existing New Existing wood/coal stove9❑Y j�No j Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing 0 newjpsize cn Attached garage: ❑ existing Anew size _Shed: ❑ existing ❑ new size _ Other: pq >--4. . p rn Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Flo If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - Name ls}, Telephone Number J� 4ZI6 Address License # 0) 3 ' Amp on+ : �`��r,)2_�3 Home Improvement Contractor# 15&23C) Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO DATE SIGNATURE I q a FOR OFFICIAL USE,ONLY AOPLICATION# • DATEISSUED ,c MAP/PARCEL N0. ; z e ` ADDRESS VILLAGE` OWNER DATE OF INSPECTION: FOUNDATION /G_6 oor— A/eo3, 9RlVtc�_ FRAME e. Ela INSULATION Alead QeddA �x�47oof FIREPLACE w ' fN _ ELECTRICAL: ROUGH FINAL "' PLUMBING: ROUGH FINAL—. GAS: ROUGH ' FINAL ` t FINAL BUILDING ntoAlt `l DATE CLOSED OUT ASSOCIATION PLAN NO:.'' _ `s. 5 y ,HEt, ` 'own of Barnstable : Regulatory SerAces 2UA113TA�f-� �• Thomas F. Geiler, Director c6�"ri b Building Division>�•" Thomas Perry, CBO,Building Coxunaissioner . 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us 'Office( 508-862-4038 Fax: 508-790-6230 PLAN RE VIE W Owner: /wieN emu— Map/Parcel: Project Address 102- Builder: � �p'�Gt2� l't ��c y The following itenis were noted on reviewing: t4,N9_�' X9-7-/6,V .C1o& T o�i°�G/AJ 914-)L �'� o C Z O GLDW G(, LGr /Ch FLam� �i�iUG —�2/.tJG -,,Cox y�T�2uL?u2� Reviewed by:. Date: D Q:Forms:Flnrvw f east cape engineering, inc. 44 Route 28 P.O. Box 1525 CIVIL ENGINEERING Orleans, MA 02653 LAND SURVEYING WATER RESOURCES LAND COURT ENVIRONMENTAL 508-255-7120 PHONE SITE PLANNING SANITARY CERTIFIED PLANS STRUCTURAL 508-255-3176 FAX WATERFRONT 71h Edition Massachusetts Building Code Mass. Version of the WFCM 110 MPH Exposure B Checklist Summary of Construction Requirements Project: Purnell Addition, 102 Walnut Street, Marstons Mills • Per review of site location, site is Exposure B • The Mass Checklist has been satisfied. Standard framing connection requirements: Table 2 from WFCM manual. Anchor Bolt Requirements: of 5/8"bolts spCace '-- een o/c with minimum embedment of 7" into concrete. Additionally, a bolt must be 6" and 12"of each corner. All plates to be connected using 3"x3"x1/4" square plate washers. Floor Construction Requirements: First two joist bays on each floor to be blocked with 2x lumber 4' on center for the length of the joist. Sheathing to be nailed in accordance with Table 2 ( 8d nails, 6" spacing at the edges and 12 inch spacing in the field). Exterior Wall Requirements: All exterior wall studs to be 2x4, 16" on center except for the wall along the stairway in the garage that requires to be balloon framed with 2x4 LSL studs 12" on center or 2x6 studs 16" on center. The double top plates on the exterior walls to have a minimum splice length of 2 feet and splices to be nailed with 8— 16d nails in accordance with Table 6 in the WFCM 110/13 booklet. Nailing of plates to studs to be with 2- 16d nails. The bottom plate to floor box nailing is 3- 16d nails per foot on all elevations. For ail door and window openings, multiple king studs are required. For openings up to 4 feet wide, 2 king studs are required, for opening 5 feet to 9 feet wide, 3 kings studs are required. For shear and uplift connection of the sheathing, the sheathing is to be nailed 4" on center at the edges and 12" on center in the field for all sheathing on the all elevations except the rear elevation which requires nailing at 3" on center at the edges and 12" on center in the field. All nails are to be 8d or equivalent gun nails (131 x 2 ''/2"). In order to eliminate j� �1 the need for steel strap ties and hold downs per the WFCM manual, sheathing must be installed and nailed in accordance with Note 4 on the Mass Checklist. This includes using full sheets of sheathing running from the PT plate at the foundation up to at least 2 inches into the second floor box or to the top plate of single story walls (Note 4 Sheet attached). Roof Framing Requirements: Rafter connection to the top plate requires Simpson H2.5A hurricane clips with 2x blocking between joist bays toe nailed to the rafter with 4- 1Od nails per side. If blocking is not desired, Simpson H-10 or H-14 hurricane clips can be substituted and installed on every rafter. All clips to be install in accordance with Simpson requirements. Collar ties are required within the upper third of the roof height on every rafter connection or use Simpson LSTA 18 straps on top of roof sheathing across ridge on every rafter nailed in accordance with Simpson requirements. Roof sheathing to be nailed using 8d or equivalent nails 6" on center at the edges, 12" on center in the field. The first two bays between rafters are required to be blocked 4 feet on center per the WFCM. Limitations and Contractor Responsibilities The contractor must refer to the Tables and Figures within the WFCM 110 MPH Exposure B booklet for illustrations and requirements discussed within this summary. All connections and nailing must meet the requirements herein and as illustrated in the booklet in order to be in compliance with the building code. The contractor is responsible to ensure all connections, nailing, and anchor bolts are visible to the inspector at the time of the framing inspection/foundation inspection. The contractor must reference the Simpson Strong Tie C-2009 catalogue for all strap, hangar, and tie installation requirements and limitations. This document and the attachments as well as a copy of the WFCM booklet must accompany all sets of plans submitted to the building department and issued to the contractor/subcontractors unless the plans are updated with notes and details that reflect the requirements stated in this document and attachments. This review was completed on plans submitted by A&E Architects dated 9/01/09 and was based on the floor plans and elevations provided. Any changes to these plans or field changes made may render the requirements outlined in this document null and void and could result in non-compliance with the requirements of the wind desig a �oy Mark A. McKenzie, P.E. Treasurer, East Cape Engineering, Inc. Attachments: Checklist 1. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 L02tNftL4,3VT 'Jr IV1�1'LSt M Check Compliance 1.1 SCOPE WindSpeed (3-sec.gust)................................................................. .................... ............................110 mph ✓" WindExposure Category.................................................................. .................. ........................................B y 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be consi a ered a story) Z stories _<2 stories ✓ Roof Pitch ..........................................................................(Fig 2) .... .. ....q:�7, <_ 12:12 ✓............................ Mean Roof Height ..............................................................(Fig 2).......................................ft*X..,?0ft <_33' BuildingWidth,W ..............................................................(Fig 3)........:. .................................... �ft <_80' v BuildingLength, L ..............................................................(Fig 3 ... . .................. .... .. _ft <_80' Building Aspect Ratio(L/W) ................................... . ........(Fig 4).. �.. ... .. .. 1 :I 3:1 ✓' Nominal Height of Tallest Opening2 ................. ... .......(Fig 4)..........1 . ...................... <_6'8" 1.3 FRAMING CONNECTIONS 4 General compliance with framing onnections ble 2)........... .................................................. 2.1 FOUNDATION Foundation Walls meeting requireme is of 780 CMR . 4.1 Concrete..................................\......... ...... ................................................... Concrete Masonry ............... .........�...........�. .. 2.2 ANCHORAGE TO FOUNDATION'•302 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete o Bolt Spacing-general ................................ ........(Table 4).............................................. !.. in ✓ Bolt Spacing from end/joint of plate ........... ............./(Fig 5).................................... in. _ ✓ Bolt Embedment-concrete.........................�.........�..(Fig 5)...................................�....7 in. >_7" ✓Bolt Embedment-masonry...........................N..... ....(Fig 5)..............................:............. in.> 15" �✓� PlateWasher...................................................r.........(Fig 5)..............................................>3"x 3"x%11 ✓ 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................. Maximum Floor Opening Dimension............................... .(Fig 6)..................................................eft_ 12' Full Height Wall Studs at Floor Openings less than 2'from�Exterior Wall (Fig 6).......K r�0. um.-C✓........ Maximum Floor Joist Setbacks V Supporting Loadbearing Walls or Shearwall................(Fig�7)....................................................0 ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)........... �ft <_d 1� FloorBracing at Endwalls................. .................................(Fig 9) ................................................................. -LC Floor Sheathing Type .........................../...........................(per 780'qMR Chapter 55).........&W.Ie4�......... Floor Sheathing Thickness ................. ..............................(per 780 CMR Chapter 55).......................N4 in. Floor Sheathing Fastening................. ................................(Table 2)..rd nails at in edge/ field 4.1 WALLS Wall Height Loadbearing walls............... .......................................(Fig 10 and Table 5)............................ ft <_ 10, Non-Loadbearing walls...... .........................................(Fig 10 and Table 5)�.......................... ft <_20' .L/ Wall Stud Spacing ............. ..........................................(Fig 10 and Table 5).�................ in. <_24"o.c. �- Wall Story Offsets ........... ............................................(Figs 7&8)............................................ ft <-d 1� 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........... ............................................ able 5)..............................2x - $ ft a in. Non-Loadbearing walls................................................(Table 5)..............................2x--f--J(2ft O in. _4-::f Gable End Wall Bracing' of�� Full Height Endwall Studs............................................(Fig 10)........................... ... . .............,.�........... V WSP Attic Floor Length ...............................................(Fig 11)............................................. ft>_W/3 AJA- Gypsum Ceiling Length (if WSP not used)..................(Fig 11)............................................—ft>_0.9W AL& and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)............................................................. fk/^ or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).................................... 2—ft V Splice Connection (no. of 16d common nails).............(Table 6)......................................................... �� AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(Table 8)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..................................2:ft n in.<11' Z/ Sill Plate Spans ........................................................(Table 9)..................................-k^ft_J2 in. <- 11, 1G Full Height Studs (no. of studs)...................................(Table 9).............................................:......... L �G Non-Load Bearing Wall Openings( cord largest opening but check all openings for compliance to Table 9) Header Spans............................. ...............................(Table 9).................................. ft O in. <- 12' Sill Plate Spans............................. .............................(Table 9)..................................�ft j in.<- 12" v_ Full Height Studs(no. of studs)........ ..........................(Table 9).................................'...................... Exterior Wall Sheathing to Resist Uplift a nd Shear Simultaneously° Minimum Building Dimension,W 1 Nominal Height of Tallest Open, g- .............................................................................f!P�8<6'8" Sheathing Type.......................... (note 4).................................... ............... Edge Nail Spacing.........................................(Table 10 or note 4 if less)...e�. �..... y� �� Field Nail Spacing ..................... ........... able 10 {�Vl. a.. ..�� � Shear Connection (no. of 16d common�nails)(Table 10). ............ Percent Full-Height Sheathing.....................(Table 10)... ...................., � .. 5%Additional Sheathing for Wall with Opening>6'8"(Design Conce Vs .. Maximum Building Dimension, L Nominal Height of Tallest Opening Z...............+...... ............................. ....... ��2:5 6'8" SheathingType..............................................(note,4)...................................................... I 4 I,--' y Edge Nail Spacing 9 P g.........................................(Table 11 or note 4 if less)........................, in. 3y Field Nail Spacing..........................................(+Table 11)............................................ -, n. C�- Shear Connection no. of 16d common nails able 11 Percent Full-Height Sheathing..................✓...(Table\�1)........................... ...... .. ... ° ✓' 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?.................................. ..................... ............................................................... 5.1 ROOFS Roof framing member spans checked?./............(For Rafters use AWC Span Tool,see BBRS Website) � Roof Overhang ............................ ...................(Figure 19)....\.......(ft<smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift...............:................................(Table 12)............................................U=-Wplf Lateral.......... ................................(Table 12).................�,........................ L=17fepIf Shear........ ..................................(Table 12)...................r......................S= rz plf c� Ridge Strap Connections, if collar ties not used per page 21... (Table 13)..........�...... . - . ........:.T-�¢plf � Gable Rake Outlooker./....................................(Figure 20).............. ft<_smaller of 2'or U2 l� Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Coyy�hectors Upliifty...............................................(Table 14)............................................U= lb. �+ Lateral (no. of 16d common nails)...(Table 14)......................... .. \......L= lb. VA Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 5N.......44;"' L___ Roof Sheathing Thickness........................................... . .....................................&�_-_711- =WSPRoof Sheathing Fastening...........................................(Table 2)......................... Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comp y with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. r AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment MEN THIS EDGE RESTS ON FitAMING ErQE&J NAILS AT 6b.C. 11 11 11 It 11 1 11 tl 11 1 1-I 11 11 11 1 11 11 11 11 Ir II 11 11 1 i 11 11 11 N 1•I t 11 11 11 � 1 i 11 It 11 Il 1 1 11 11 H 1 II � rl 11 Q 1 F 1i ;1 m Q II { 0 t • I1 ;1 tl 1 11 I I 0 11 Ir 1 ul 1.1 1 11 If yj 1 a u II f 11 it � 1 II Q Ir Ir W 1 i r 1 w la r > 1 rl 11 11 II -' 1 11 11 1 y 060E E JEDGE `-- MAILSPACING }} PANEt See Detall on Next Page Vertical and Horizontal Nailing for Panel Attachment The Commonwealth of tvassachusetts .Department of Xndustrial Accidents _ Ofjice of Investigations, 600 Washington Street Boston, MA 02111 ,� �'y• ww}y.mass.gov/die, Workers' Compensation Xnsurance- Affidavit: Builders/Contractors/Flectricians/Plumberg 'lease Print Le ibl AppLicantIniformation . NlS44 Name (Business/Organization/Individual): Address: ''0 D W C� City/State/Zip: * Phone.#: 2-404'204? Are you an employer? Check the appropriate box: Type ofproj2ct(required): 1.❑ I am a employer with 4. ❑ 1 am a general contractor and I 6 ❑New construction have hired the sub-contractors employees (full and/or part-tim.e).* T. Reutodeling I am a'soleproprietor or'parh]er-' listed on;the attached sheet. These sub-contractors have g. '[]Demolition ship and have no i employees employees and have workers' working for men any capacity. comp. insurance. 9 Building addition (No worker's comp.•insurance 10.®-Electrical repairs or additic required.) 5, 0 We are a corporation and its 3.❑ I am a homeowner doing all work officers have exercised their 11.�Plumbing repairs or additic myself.[No workers' comp. right of exemption per MGL 12,�Roof repairs insurance required.] t c, 152, §1(4), and we have no 13.❑ Other employees. (No workers' c6mp. insurance required. *Any applicant,thzt 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 a11 work and then hire outside contractors must submit anew affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub contactors and state whether or not those entities have employees, if the sub-contractors have employees,they must providt their workers'comp.policy number, compensation insurance for my employees Below is the policy andjob site lam an employer That isproviding workers' information. Insurance,Company Flame: . Expiration Date: Policy#or Self-ins. Lie.M ' Job Site Address: City/State/Zip: Attach a copy of the workers., compensation policy declaration pabe (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 finp. up to 31,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fi of up to$250.00 a d the ay against violator. De advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. : X do hereby certify under the pains and penalles ofperjury that the information pro•vlded above is true and correct. Date: 1� — SiQ,� Phone # ���—�—" �`� 42�� Official use only. Do not trite in this area, tb be completed by city or sown official City.or Town: Permit/License N IssuipgAuthority (circle one): n _a o rro�trr, 2 7iirilriina Department 3. City/Town Clerk 4, Electrical Inspector S.-Plumbing Inspector Information and Instructions Massachusetts General Laws chapter 152 requires all employesonOtnrov,the service workers' erviceof anoth P under oany contract n,'for their. o lhirees Pursuant to this statute, an employee is defined as ...every per express or implied, oral or written." 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 eaterprise, and including the legal representatives of de employing employees.cease 1H Howeoyer, or ver receiver or trustee of an individual,partnership, ass three ahoariments and who ren or other legal sides therein, or the occupant of the owner of a dwelling house,having not more than p dwelling bouse of another who employs,persons toldllma becanuse Hof such employment be deemction or repair work oed to be an employers" or on the grounds or building appurtenant thereto MGL chapter 152, §2SC(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 evidence of compliance commonwealth nor nsurance of its pobacalgsubdivi sions'shall . AdditionaIly,MGL chapter 152, §25C(7) states 'Neither the Y enter into any contract for•the performance of public work until acceptable cvidence of compliance Kith 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-contcactor(s)name(s),-address(es)and.phone number(s) along with their certificates)of insurance, Limited Liability Companies'(LLC) or Limited Liability Partnerships (LLP)with no'employees other than the members or partners, axe 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 zegarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the aui4ber listed below. Self-insured companies should enter their self-insurance license number on the appzopn ate line. City or Town Officials Please be sure that the affidavit is completc'and printed legibly. The Department has provided a space atthe bottom of the affidavit for you to fill out in the event the Office of investigations has to contact you regarding�e applicant. Please be sure to fill in the pern-dWiccase,number which will be used as a reference number. In addition, an applicant that must submit multiple permidlicenso applications in any given year, need only submit one affidavit indicating ccuirenoi policy information(if necessary)and under`Job Site Address" (he. applicant should write"all locations ro riled to the ity gown); .A copy of the affidavit.that has been officially stamped or marked by the city or town may p 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 Eo any business or commercial venture (i.e, a dog license or permit to burn leave to complete, s etc.)said person is NOT requir 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 Departrneent of ladustial Accidents Office of rayestigations• 600 Washington Street Boston, MA.02111 Tel. # 617-727-490.0 ext 406 or 1-877-MAS.SAFE Fax# 617-727-7744 i AiYC Guide to f'i%orl Cniis'trc(ctin1! i�1 1•Yinrl A ecis: .1.10 piph 1'Yind Zone N4assacftusettS Checklist f01- Compliance (7a0 Cn-rn53nr:zl.l)' Cc 1.1 SCOPE .............. ....... 110 mph Wind Speed (3-sec.gust)................•......................... .I......................... Wind Exposure Category ......-•--••............•""" ... . Wind Exposure Category................Engineering Required For Entire Project 1.2 APPLICABILITY stories 2 stories Number of 6tori (a roof wh h exceeds 8 In 12 slope shall be considered a story) s 12:12 (Fig 2) ..........•. Roof Pitch ......`� [. . A- l ................................... ............ ........ ..................... .... ft..... (Fig 2)........................ . .. ft s 80 Mean Roof Height ......... •• s Building Width, W . ?.. ...•...........•...........•... • (Fig 3)...................:.... -ft 580 Building Length, L .•.....o...... (Fig 3).................•......•.............•.........._- .5 3:1 Building Aspect Ratio UW o..•................ Fi 4 Nominal Height of Tallest Opening ........ . ......................(Fig 4)............. ... 1.3 FRAMING CONNECTIONS ...... General compliance with framing connections.................:..(Table 2)................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of780 CMR 5404.1 ............. Concrete..• ........•...................... ................... Concrete Masonry ......"""""'....... ........... .•.......................................... ........................... 2.2 ANCHORAGE TO FOUNDATI0N1.3, 5/8"Anchor Bolts4mbedded or 5/8 ppfietary Mechanical Anchors as an alternative in concrete onl-71 y Bolt Spacing-general .......... . ...• v �� ..........(Tf bl5e 4)....,.,.... ....:...........................................s l2". .Bolt Spacing from endroint of plate ..A••••�•• ............(F g )' . .. In. 7" .....(Fig 5)....1. ..... ....... Bolt Embedment.-concrete....."'.-I.•••••••. in.Z 15" Bo it Embedment-masonry.... S 3" x 3" x%" Plate Washer..'.......`�.7..�.?d.a-...t�4. .����...........................(Fig 5)........... „ J.t....................... j i iZ1$ 230 3.1 FLOORS f/ er 780 CMR Chapter 55)...... •...... Floor•framing member spans checked . •-•••1�•• (p S 12' Maximum Floor Opening Dimension...tf X, .1•b•••......••••-•••(Fig 6)............:••' Full Height Wall Studs'at Floor Openings less than 2' from Extenor!Tall (Fig 6).............. .....•.••...••.... ...... Maximum Floor Joist Setbacks ft s d Supporting Loadbearing Wail's or Shearwall................(Fig 7)•................................................. -r- Maximum Cantilevered Floor Joists ��^� (Fig B).1�......... ........_ft s d Supporting Loadbeari ,Walls 6r Shearwall.......... ..............•............. FloorBracing at Endwalls."-�..t°�./4;G!.I �A ............�....(per 780 CMR Chapter 55)..... //.........In ' Floor Sheathing Type ��.� , ti ....................(p2r 780 CM Chapter 55)...........��.L1.... Floor Sheathing Thickness ... ••• (Table 2)..g_d nails at_j�:Lfn edge/j.� in field Floor Sheathing Fastening............................................ 4.1 WALLS t 5 f� Wall Height (Fig 10 and Table 5)................. .o�1/�ft S 10' Loadbearing walls., (Fig 10 and Table 5 s 20' )...............•�. V52 Non-Loadbearing walls .. ......•• "' �in• - 4"o.c. Wall Stud Spacing ��,E�.�I.G!.....................:.....(Fig 10 and Table 5)................... •_ ' Cf Wall Story Offsets ................................................. 7 &8 ft s 4.2 EXTERIOR-WALLS' AA - Wood Studs 2x 4 - ft n• Loadbearing vralls....................................................... 5)...................... ( ...Table 5)........................•.....2x�- ft Non-Loadbearing walls •...............••........ .......... Gable End Wall Bracing (Fig 10 ......"..... ""•'•""•• Full Height Endwall Studs.....................•......................( g ft z0/3 I.ir r, A41-c1—rI annfh .........•.•.........................(Fig 11 -. ...... AFYC Guide to Hlood Corrs'tructiorr iri. Hi.�Ilh 14.1irid Areas: 110 nr/)/r I-Virrdzotld fassachusetts Che-cIdisf f.Or Compliance (780 CirItRS301.2.1.1)' Loadbearing Wall Connections Lateral (no. of 16d common nails).......................'.........(Tables 7)...................................................... Z — Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(table 8).................:....................................... 2' — Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9)..............:........... ........ in. ....................................... Table 9 i Sill Plate,Spans ................. ( ).................................. Full Height Studs (no. of studs)....................................(Table 9)....................................................... — Non-Load Bearing Wall Openings (record largest opening bUt check all openings for compliance to Table 9) HeaderSpans............................................... .........(Table ).,................................�ft in. S 12 Sill Plate Spans.... .:....................................(Table 9).................................. ft tn.5 12" — Full Height Studs(no. of studs)....................................(Table 9)....................................................... — Exterior Wail Sheathing to Resist Uplift and Shear Simultanbously4 Minimum Building Dimension, W Nominal Height of Tallest Openin z Sheathing Type.. it 4� ..................................,(note 4).. .............................................,... -- Edge Nail Spacin (Table 10 or note 4 if less) in. ......................................... ........................ Field Nail-Spacing...........:................:.............(Table 10).................................................. I>_in. Shear Connection(no, of 16d common nails)(Table 10) ..... � �( Percent Full-Het ht Sheathing Table 10 ................................................. , .:. "o 5% Additional Sheathing for Wall with Opening> 6'8"(Design Concepts).................... Maximum Building Dimension, L f�7 Nominal Height of Tallest OpeningZ 5 6 8" Sheathing Type..../2.i.t..Cr1� .....................(note 4).....................................................� Edge Nail S acin (Table 11 or note 4 If less).................•...... in. Field Nail Spacing ... -..(Table 11)...................:.............................tl�= in. Shear Connection(no. of 16d common nails)(Table 11)..............................:.........:........... Percent Full-Height Sheathing.......................(Table 11).............................I...............:....... j 5610 Additional Sheathing for Wall with'Opening> 6'8" (Design Concepts).................:.. Wall Cladding Ratedfor Wind Speed?................................. .............................................................. 5.1 ROOFS. Roof framing member spans checked?.......... (For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ...................................... ��.......(Figure 19) ............�7�ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift ..... (Table 12)...............I......................I...... U�03plf Lateral .............................................(Table 12).............................................L=33�2Pif Shear............................ . ................(Table 12)'......................................... S==plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)..........:....................T=LZQpIf Gable Rake Outlooker.................NA.................(Figure 20 _ft s smaller of 2'or U2 ' ( 9 ) ............. Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift ............................(Table 14)............................................U= lb. Lateral (no. of 16d common nails)...(Table 14)............................ ..........L = , Ib. Roof Sheathing Type......... ! ?. ........................(per 780 CMR Chapters 5B and 59) ............, ..1).................'...................................... ..... In.z 7116"WSP Roof Sheathing Thickness.( 2„��...... r� . — Roof Sheathing Fastening........ (Table 2).:.. .... ...............•................ Notes; 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 78D CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are.not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing 'requlrem'ents shown in Tables 10 and 11. 3. The bottom sill plate in exiedor walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade, SEP-21 (109 MON 12: 11 PM to— c Ur P. 002 <. . r7049-7 77 S .�z' �a AWC Guide to Wood Constructio»in High Wind A�errs:110 mp r! Wind Zor:e Massachusetts Checklist for Compliance(780 CM 53013.1.1)' 0 Check Compliance 1 SCOPE .............110. mph Wind Speed 3-sec. uat •••• ••. •• p WindExposure Category............................................................................. ............. ....... .. ....B 1.2 APPLICABILITY / Number of Stories ......................:. . ......................(Fig 2)............................ 7i stories S 2 stories V RoofPitch ............................................................(Fig 2) .................. .......... ........._C:aj 1212 MeanRoof Height .............................................................(Fig 2).............................................. ft <_33' a BuildingWidth,-W.. .......................:.................:................(Fig.3)...................,........................... ft s 80' Building Length,L ..............................................................(Fig 3)........:....................................... it s 80, Building Aspect Ratio(L/W) ...............................................(Fig 4)..,.............................................. s 3:1 Nominal Height of Tallest Opsningz ...................................(Fig 4)--.............................................. s 6'8" * Olt 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(fable 2)................................................................ �[ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete........................................................................................ . ... ... .......................... ConcreteMasonry.................................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION O� 5/8"Anchor Bolts imbedded or 518"Proprietary Mechanical Anchors as an alternative In croncrete Bok Spacing-general..........................................(fable 4),............... ................. .. _i tJ Bolt Spacing from endgolnt of plate ............................( g ).................................. in �$ Bolt Embedment-concrete...........................I.............(Fig 5).................................................Z tn.k 7" Bolt Embedment-masonry.........................................(Fig 5).....................•..r.�.,...��......,r In.a 15" i Plate Washer...............................................................(Fig 5)......................5i K .........Ai.....z 3"x 3"x Y** 3.1.FLOORS ✓ Floor framing member spans chocked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)...........................?t ,Its 12'or U2 or W12 V Full Height Well Studs at Floor Openings less than 2'from Exterior WWI(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................—ft s d 1rP► Maximum Cantilevered Floor Joists Supporting Loadbearing Wags or Shearwall. ..., , .(Fig 8)....................................................—ft s d WA Floor Bracing at Endwalls........:. .......(Fig 9).......................... Floor Sheathing Type.........................................................(per 780 CMR�Chapter15 -ir, :ik'.'K-W- , Floor Sheathing Thickness.................................................(per 780 CMR'Chapter ...........:.f..... in. Floor Sheathin Fasteni ......... able d nails atn ed e/ in eld g ng......... . ......................... R 2).. $ 4A WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).......................... ft 510' Non-Loadbearing walls................................................(Fig 10 and Table 5)................,.......... ii ft 5 20' Wall Stud Spacing .....I..................................................(Fig 10 and Table 5)...................�i424°o.c. r Wall Story Offsets ........................................................(Figs 71£8)............................................eft s d•12� 4.2 EXTERIOR WALLS' Wood Studs � II Loadbearing walls........................................................(Table 5) ........................,...2x q ft in. Non-Loadbearing walls................................................(Table 5) 2x -,�ft T Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)....................................I...........4.L.1�oQ. 'i WSP Attic Floor Length................................................(Fig 11)..........................................., r ft LW Gypsum Cellin Length if WSP not used (Fig 11 .......................Zft k 0.9-W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)............................................................ Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).....................................al ft Splice Connection(no.of 16d common nails)..............(Table 6)....................................................... .. SEPj-2.1-409 MON 12: 12 PM — P. 003 d-�_>, WAUi`I►UT9V AWC Guide to Wood Construction in High Wind.Areas 110 mph Wind,Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.11.1.)' Loadbearing Wall Connections �1 ' Lateral(no.of endnailed 16d common nails)..............(Table 1)........................................................ �! Non-koadbearing Will Connections Lateral(no.of endnailed lad common nalls)...............(Table 0)................................................,...,�- Load Bearing Wall Openings(record largest opening but check all openings for compliance to ftabler) 519' HeaderSpans ............................ ...........................(Table 9).................................. p' Sill Plate Spans .............. ... .... ......(fable 9)............................I..... ft &0 in.s 11' Full Height Studs (no.of studs)...................................(Table 9)........................................................_641 Non-Load Bearing Wall Openings(record largest opening but check all openings fOr compliance to Table 9) ✓ HeaderSpans...................................................... ....(Table 9)................................ (P ft O in.s 12, Sill Plate Spans...........................................................(Table 9)...................................0 ft-kin.S 12 Full Height Studs(no.of studs).................................... able 9 ....................................................... .?Z Exterior Wall Sheathing to Resist Uplift and Shearr$imultansously` Minimum Building Dimension,W l8 �/�j� Nominal Height of Tallest Opening' .............................................C?�/.. :' l'k. ...... s 6'8" ... note 4 i.a�'.............. ..,........•�r Sheathing Type.......................................... ( ).............. Edge Nail Spacing (fable 10 or note 4 if less)........................ In. FieldNail Spacing..........................................(fable 10)............................................... M Shear Connection(no.of 16d common nails)(fable 10)..................... ..r. ..�� Percent Full-Height Sheathing.......................(Table 90).. ............. .....�i1P.. .... .r..... 6%Additional Sheathing for Wall with Opening>Va"(Design Concepts)........ ... Maximum Building Dimension,L 24 Nominal Height of Tallest Opening2............................................ ..........-.... t%p'�I s 8'8" ✓ Sheathing Type..............................................(note Q.............�JS�.?5....�+ •...............�111� Edge Nall Spacing.........................................(Table 11 or note 4 If less)........................ in. Field Nail Spacing..........................................(fable 11)................................................. in. Shear Connection(no.of 18d common nails)(Table 11)..........................: Percent Full-Height Sheathing.......................(Table 11)....................... ...A.ttf!(6Aet.....� 5%Additional Sheathing for Wall with Opening>BY(Design Concepts)..................... Wall Cladding r i Rated for Wind Speed?........v4G....�l�p.wip x*......................................................................... AOL -5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof overhang ............... .......... .... .............. ....(Figure 19).............4CL ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walla Proprietary Connectors Uplift................................................(fable 12)............................................U4 1, O.,pif ✓ IIILateral.............................................(fable 12).....................:.......................L= plf Shear...............................................(fable 12)............................................S= pif per page 21....- able 13 p ) Ridge Strap Connections,If collar ties not used a .............T= pif Gable Rake Outiooker.........................................(Figure 20)..............�Sft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors •sib Uplift ........................................ .(Table 14)............................................U=� Lateral(no.of 16d common nails)...(Table 14).......................................L="b. Roof Sheathing Type...................................................(per 780 CMR Chapters 68 and 69).................. Roof Sheathing Thickness......................................................................................SAW in.2 7/16 n PS Roof Sheathing Fastening...........................................(fable 2)...........................i.. y Notes: ��.. �. 1. This checklist must be met In its entirety,excluding the specific exception noted in 2, o cornp I wit t6w, nts of 780 CMR 6301.2.1.1 Rem 1.If the checklist is met In its entirety then the following metal straps an Hold do re not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 0 c. Uplift Straps per Figure 14 EB O d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a t 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%Is added to the percent full-hsi�g sheathing Coo) Z -� 0 requirements shown in Tables 10 and 11. -� N "n 3. The bottom sill plate in exterior walls shall be a minimum 2 in,nominal thickness.pressure treated 92-g ode. W C" D4 cn _ m r-- �o rrf CTREScheck Software Version 4.3.0 Compliance Certificate Project Title: Purnell Residence Energy Code: 20071ECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 102 Walnut Street Sue Purnell Alison Alessi Marstons Mills,MA 102 Walnut A+E Architects Marstons Mills,MA 02648 2384 A Main Street Brewster,MA 02631 508-896-0051 alison@capecoddesigner.com Compliance: Compliance: Maximum UA:82 Your UA:76 Gross Cavity Cont. Glazing; UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Floor 1:All-Wood Joist/rruss:Over Unconditioned Space 200 30.0 0.0 7 Ceiling 1:Flat Ceiling or Scissor Truss 200 30.0 0.0 7 Wall 1:Wood Frame, 16"o.c. 328 19.0 0.0 16 Window 1:Wood Frame:Double Pane with Low-E 36 0.310 11 Door 1:Solid 20 0.200 4 Ceiling 2:Cathedral Ceiling(no attic) 160 30.0 0.0 5 Wall 2:Wood Frame,16"o.c. 280 19.0 0.0 15 Window 2:Wood Frame:Double Pane with Low-E 36 0.310 11 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 2007 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements li in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Purnell Residence Report date: 09/14/09 Data filename:Z:1A+E\Work Drive\08dwgs\Active Projectsk08O2-PURNELL\framing calcs\Pumell.rck Page 1 of 1 09-15-09:02:47PM: �,HF►e,�. Town of Barnstable Regulatory Services • RAMOMnEe. ' Thomas F. Gciler,Director aces Buildiug Division a Torn?erry,Building Commissioner 200 Main Sabel,Hyem is,MA 02601 www.town.b arustabl e.nn.us Office: 509-862-4038 Fat: 508-791 Property Owner Must Complete and Sign This Section If Using A Builder n as Owner of the subject property hereby authorize - ,_- '1r��.0 to act onmybe-ialf, is all matters relative to work authorized bytivs building permit application for f oa coDt,� n � S� �2rsT U Tons i CIS (Address of Job), W-41190 4 o ignaLtire of Owner ate Print Name I, If Property Owner is applying for permit please complete the . Homeowners License Exemption Form on the reverse side. Z'd 9LZV9U 909 ysiui j 1p Bwppq aui j d Lti:£0 60 9L deS I C' �b tkti 00 g 30.0±ft ` _ 1 44.3±ft O, 40.1_ft ti� 15.0±ft 00 44.6±ft �ji \ PROPOSED 65.3±ft \ ADDITION \ PY 15�0 1-3- \ i i 15.0±ft — — 15.0±ft THE EXISTING DWELLING SHOWN ON THIS PLAN WAS LOCATED BY AN PLOT' PLAN INSTRUMENT SURVEY ON 12/11/07,AND EXISTS ON THE GROUND AS SHOWN. SHOWING A PROPOSED ADDITION 102 WALNUT STREET f BARNSTABLE, MA CANAL LAND SURVEYING&PERMITTING INC. 18 ROUTE 6A, SANDWICH,MA (508)-888-5955 DATE PROFESSION AND SURVEYOR Scale: 1"=30' Date:06/20/08 DWG:PURNELL Drawn:P.D.R. Checked:RJ.H. Job:07-066 �rt Board of Buil ingegul�ods a"ndan ards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards Registration: 156270 One Ashburton Place Rm 1301 Expiration:"6/19/2011 Tr# 285377 Boston,Ma.02108 °Type: Individual STEPHEN KLUG FINE BUILDING&FINISH STEPHEN KLUG - y 79 D MIDTECH DRIVE Not valid without s gnature W YARMOUTH,Mq 02673` Administrator iVlassachusctts- Dcp;u-tmcnt of•Public Safetc Board of Building Rc-(rulations and Standards 1 ��•` Construction Supervisor License License: CS 93441 Restricted to: 00 .r STEPHEN KLUG 79 MID TECH DR .W YARMOUTH, MA 02673 Expiration: 5/7/2011 ('ummisiuncr' Tr#: 18037 BarnstableTown of � Regulatory Services bale: Y2iE ra, Thomas F.Geiler,Director Fez: of .ti °rt Building Division KKR; Ht z. � Tom Perry, Building Commissioner '100 Main Street, Hyannis,MA 02601 ArC www.tov.n.barnstable.ma.tts Office: 508-862-4038 Fax: 08r 790-6230 TOWN OF BA RNSTNBLE SOLID FUEL STOVE PERMIT Owner: ' V-A Y1Q,�.�l. Phone: Install at: VI.IIage.: Map/Parcel:/e,( Date: aoa Stove A- New/ sed B. Type: adiant i tculati g C. Manufacturer:C4fi Lab. No. D. Model rto.: Chimney A. Nevi 'Existin If existing,please rate date of last cleaninglA 0-0,2> 13. Flue Size_ A QL C. Are other appliances attact- d to Flue?_�(p y w o D. Pre-fab Type and Manufacturer _^ Ali) E. Masonry: `�/ �l_r,.e nlined t Hearth a A. Materials: Ii. Sub Floor Construction:�pq . �-tiV \ W�. 1!nstaltcr M �� Name:_ *U+��.Kl.ftl �`�(�C. Address-. � Xq�- 6" Phone: - JPK Icy Location of Installation.: 14.1.0 Registration Construction Supervisor f $��r 7 OR check_Homeowner Installing, no license required APPLICANTS SIGNATUREJ _ APPROVED BY: .Please snake checks payable to the Totwi af Barnstable This constitutes an of�icitr1 stove permit after inspecrion, photographed, and approved by the Building Inspector Q:farms:stove Rey 103107 CIE r Town of Barnstable aQ Regulatory Services ' MASS. ` liomas F.Geller,Director � raa�n Building Division Toni Perry,B:tsld ng Commissioner 200 Main Street,Hyannis,MM A 02601 wiviv.town.b a rn sta b f e_ma.0 s Office: 508-862-4038 Pax: 508-790-6230 Property Owner Dust Complete and Sign This Section If Using A wilder JtA--,S o,4- km n" ,as Owner of the subject property hereby atithoriZ_e A—&'-- l�.1�� A�b c.S.-�' to act on nay be}aal.f, in A swatters relative to«-ork authorized by this building peer it application for. (t'�ddrePs of Joky;! inat�are of Owner f?a Print Name If rope -ner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:rowws:owr•ExPr-.RMrssior= rtbS Ltl. LU I] I I :U IAM MAK I I N6U11HIVL C IVU. U0 I r. I/ I �c CERTIFICATE OF LIABILITY INSURANCE °Aoarzs°°r�o`3"' TI-i1S CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DW 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), AUTHORRED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certiFreata holder is an ADDITIONAL INSURED,the Aolicy(ios)must be endorsed. It SUBROGATION IS WANED,Subject to the terns and Conditions of the policy,certain policies may require an endorsoment A statement on this certMeats does not confer rights to the certificate holder in lieu of such endorsement(s). NTa T Laura J Murphy 'DOUCER HART INSURANCE AGENCY,INC. NAMI�: FNONE (508)759.7326 K's'x No;(308)759-7365 243 MAIN STRI±ET E-MAIL PO BOX 700 BUZZARDS BAY,MA 025320700 INSURE S AFFORDINGCOVERA09 NAr-S INsuRER a MAX SPECIALTY INSURANCE 20079 SURED Sandwich Chimney Sweep INSURERS: ATLANTIC CHARTER INSURANCE COMPANY 44 326 PO Box 90 INSURER C Sandwich,MA 02563 1Nsur:ER o INSURER E= INSURER F REVISION NUMBER: OVERAGES CERTIFICATE NUMBED: ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN INDICATED- NOTVUITIISTANDING 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 SUB IECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLL EIS F5 o� LWT5 TYPE OFwsURANCE a ORPpL1GYNUtdSER 1,000,000 4 GENERAL LIABILTTY MAX013100005253 10109l2D12 10/09/2013 EACH OCCURRENCE s DAE R $ g00,000 COMMERCIAL GENERAL UA91UrY - 5,000 CLAWS-MADE rV7 OCCUR MED EXP(Any one w" S PERSONAL S AOV INJURY S 1,000,000 GENERAL AGGREGATE S Z000,000 FRODUCTS•COMP(OPAGG s 1,000,000 GEN'L AGGREGATE UMIT APPLIES PER; S POLICY PRO 150 El LOO COMBINED SINGLE umrr ArTUROEIR-M LAOINTT (Eavcqiris I BODILY INJURY(Per person) $ ANY AUTO BODILY INJURY(Peracddord) S ALL OWNED SCHEDULED AUTOS Auros NON-OWNED PR ERT FDA" S HIRED AUTOS AUTOS S UMBRELLA UAB OCCUR EACH OCCURRENCE S EICCESS I1A8 HOLAIMSMADE AGGREGATE S OED RETENTION S WCSTATU- OTH- B wORKP-RS COMPENSATION WCV01032500 D812MO12 0812b/2013 AND EMPLOYERS'UAM17Y YIN EL EACH ACCIDENT S F,00,00() ANY PROPRIE IZIPARTNERrE)`J=CUTIVE NIA 500,000 OFFICERAkEMOERE'XCLUDEA'� EL DISEASE-EA EMPLOYEE S manoalary by NW) 500,OOA Iryyeess dpsrn'he under E.L.DISEASE-POLICY UMrT £ DE56RIPTION OF OPERAT10N5 beIOW DESCRIPTION CF OP'ERATioNS I LDCATIONS I VEHICLES(Ameh ACORD 101,AddMoml R4n�Sof»dU10,b n1Om tpace Is r•quhvd) )perations as performed by Terns&Conditions in the policy. �'.Opy CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BO CANCELLED BEFORE 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 The Commonwealth ofMiusachusetts Depakatent of ln-dushi al.Accidents Office of Investigations ' 600 Washington Street Boston,AM 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Pluunbers Applicant Information Please Print LeIiW Narrte(Burin"VO-rganiration/Indi-.idual) Address: ciryistare/zlp-- _ �0�� Phoaeft:��� A.re yo n employer'Check the appropriate boxz Tygte of project(rewired): 1. I zrrt a etn la r vrrytl 4, ❑ i am a general contractor and I eatployees(fuil and/or part-tim.el.` have hired fho stab-contractors 5. ❑stew construction- 2.[] I am a tole pioprietor of partner listed on tine attached sheet 7. �Re2nodeIing ship and bave no employees These sub-contractors have 8. Demolition work%n for rite in an capacity.- e mloyee' and have workers' g y9. 0 Bolding addition (Na workers'-corrtp.•irsst mute comp.insurance_# required.] 5. ❑ We are a corporation and its 110.0 Electrical_rep airs or additions 3.❑ I am a hameowner doimg all wwk gfficets have exercised_their I LEI Pitm?bing repairs or additions myself.(No workers'comp. rigat df exemption per MGL 12.0 R of repaiars insuranceregtured.]t c. 152,§1(4),aad we have no • ernpioyees,[No workers' I3-EV Other comp.insurance reTu red_1 *Any applicant that checks box i?must aisp fill out the section below showing their W06XIs'cornpc=doit policy inforinatiori, t Iloniwu-turs who subrmt this atfid2iit indicating dizzy arc doing all w ork and trcri hire outside conL-ac[ors irrtrst sub-ant a new alf-davit ind;eating such. 1carr rectors that check this box mist aaaehcd=xdditionat shoe,strewing the narna of ft sub-m-wz rrs and stew whether or not those catitim have errptoyca. tf the sir"o-contractors have estpioye s,ilicy must prmide their waiters'cow.polity ntianwer. I am an employer that is prov ding workers'compensation insurance for my employees. Below is the policy and job site information. insurance Company Name. rt �� �_� o Policy#or Self-ins.Lit.#: ( V _ Bxp�atxon nate:��p��� Job Site Address PV oOiR`I12 Attach a copy of the workers'compensation policy declaration page(showing the policy ntumber and expfration_date), Failure to secure coverage as required under Section ZS A of 1vIGI,e, 152 can lead to the�positio3 of c imiaial 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 011,L)ER and a fine of up to$250.00 a day against tltc violator. Be advised that a cop_y of this statc=it may be forwarded to the p#Bcc of Investigations of the DIAL for insurance coverage verification. I do hereby fy iris r'he pains end penal of perjury!hat the information proved ed above is true and correct Si turn: Date Phone#: Official us-e only. Do not write lea this area,io he cotr_pleted by city or town official City or Town: Perrnit/License# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical inspector 5.Flumb ng inspector 6.Other Contact Person: Phone#: i Office of Consumer Affairs & Business Regulation - Mass.Gov Page 1 of 1 The Official Website of the Office of Consumer Affairs&Business Regulation(OCABR) Consumer Affairs and Business Regulation (v Home Consumer Home Improvement Contracting HIC Registration Complaints Registration# 120859 Home Improvement Contractor Registrant SANDWICH CHIMNEY SWEEP, INC. Registration Home Page Name KEITH CLIFF Address P.O. BOX 90 City, State Zip SANDWICH, MA 02563 Expiration Date 03/12/2014 Complaints Details No complaints found for this registrant. You can also view arbitration and Guaranty Fund histofy. Back To Search i I http://services.oca.state.ma.us/hic/licdetails.aspx?txtSearchLN=20... 3/7/2013 i Details Page 1 of 1 Licensee Details Demographic Information Full Name: KEITHXA CLIFF Gender: Owner Name: License Address Information Address: Address 2: City: SANDWICH State: MA ipcode: 02563 Country: United States License Information License No: CSFA-058557 License Type: Construction Supervisor 1 & 2 Family Profession: Building Date of Last 2/28/2013 Licenses Renewal: Issue Date: 2/27/2011 Expiration Date: 2/27/2015 License Status: Active Today's Date: 3/7/2013 Secondary License: Doing Business rs: tatus Change: 18 Prerequisite Information No Prerequisite Information Discipline No Discipline Information Documentum i I htt ://elicense.chs.state.ma.usNerification/Details.as x?a enc i... 3/7/2013 P P g Y_ R-7-2013 15:57 FROM:SANDWICH .CHIM SWEEP 5084775733 T0:5087906230 P.1/2 SANDWICH CHIMNEY SWEEP.INC. 1 P.O. BOX 90 SANDWICH,MA 02563-0090 Phono:(S08)00-9114 OR(508)477.8663 Fax(SOS)477-5733 WWW.SANOWICOCHIMNEYSWEEP.COM ; FAX To: A11n:Sally From- Joann0411C. Fax: (508)790-6230 Pages: 2 Phone: Date: March 7,2013 Comp: Re: Comments: Hi Maureen, These are copies of Keith's licenses fora permit for Susan Purnell located at 102 Walnut St., Marstons Mills, MA Please let me know if there are any other requirements.Thank You. o ©� r.� ( r� MAR-7-2013 15:57 FROM:SANDWICH CHIM SWEEP 5084775733 TO:5087906230 P.2/2 �eowr.,eo..uaalbi. nf; �fncvu��/rs�,,nlb t•®;' Mas.acnu= - Departrtrznt Ji Puafi; Sofoty �\ Office of Consun►ernf6tirs&U sincss RcLulaunn Board of i1_ )g Regulations and Scanooruc _ , HOME IMPROVEMENT CONTRACTOR ('on.n•uctim) sapvr`i•rr 1 : F:,mily ". Registration, .1,20859 Type Lic�r: CSFA-058557 Expiration: 3112/2014 Private Corporatior ,_r r I% SA�1 WWICH CHIMNgY�7gW-EFF;IN.C, KEITH A CLIFF � PO BOX 90 KEITIi CLIFF ::•;< -• SANUWICHMA 02563. 28 EMERALD WAY FOkES7[)ALt,MA Underseerr:rary Cr, :.tuner 021271201.5 -COMMONWEALTH OF MASSACHUSETTS SHEeT METAL WORKERS AS A' MASTER-UNRESTRIa- ED f ISSUES THE ABOVE LICENSE TQ: <<Atn,En #2722 I` " Valid Thru TI.. ... A° CLIFF_ Jun® 28 �EMERALD WAY 7-1 FOR.ESTDALE MA 02644.- 1530.•.;13 11088 02/213/15 330094 Sandwich Chirnnoy Swoop Mas6achLa2tts -Department of Public Safety Sandwich, MA Board of Building'Regutations and Standards Cunsrrucri„n Supan is,rr 1 & 2 Fsthttl% License CSFA-058557 Liconxe or rcgistlatiot valid for individul trr:c only f�lTH.A CLJ] F bofore the expiry Cr date• if fuuad return toulatlo" PO BOX 90 of ConSorocr Affair,and gu%inessRep OfYtce Suite 5170 SANDWICH MA702563 `.7. to Park Pl,tz9- - r p 01116 Boston,M Zz. .4r '� �" Expiration Conuvilssioner 02127r'201S l thout signature ERC3 Not unit ® w CONTROL# H 57504og y: m a IMPORTANT I a, r^ a •• • n J �rj R A _ s T 9, v. r 9 q.R�� r ;� n If this Ilconse Is lost or destroyed, notify our Board at the: �$ 7 u vs r rA Division of Professional Licensure. 100b Washinpta'rl?SL• LE j 'a G .�R� R � •e i4A"Ia $U1tG 710,Boston,MA 02119.6100. "�" --9 r: d Li C7 a If your name or address shuwn is changed, notify your beard M of correct name or address to'insure prop r malling oP--e>l r" a Renewal Application, Always refer to your license nNer. °CIS �'�;�a°����� � U a';i�a �'I�E�' '" This license is subject to tho provisions of the General Laws h ,- 233n c '� . z m �;_Q a ,. as amentletl.ll is a persons)privllogo,antl must not be loaned 4.5�; 7 or assigned to any other person. Koop this lioenee on your 1z_ person or.posted as required by law. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0- I .. 'Application' #ZOI.c� sg Health Division Date Issued Conservation Division Application Fee Planning Dept. R �' �, Permit Fee' Date Definitive Plan Approved by Planning Board , I Il s OCT 9 Historic - OKH Preservation/ Hyan bu 11 f W Project Street Address 10 2, WIF Village WIAP_SfibNS MILLS Owner LA S A L-1►2-N E Lc Address 1 b2 IVAL44V Sfi►�2LT' VyIM Telephone �--�� S1 0 _?3 �o 1 Permit Request 10 Sf-Au - SoLLArL 'PN 010V e� a.- ��-- �� a� Sou�� �a��►�-� a,�a ate- �-o o F Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuati ,d�®•u� Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family, 3, Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # 'J Current Use Proposed Use APPLICANT INFORMATION �• `` / (BUILDER OR HOMEOWNER) Name V A S O-t� SrQW 'S Telephone Number :5()e) '7-7 5— 133 2�S_ ®2foo I Address )2 0 GN AS£ sr • 4w License# CS 9 0 Zg3 i t►irQ54r:k k Home Improvement Contractor# 1(a b 3(a 0 Worker's Compensation # Wc6Soo?'0 t-otaoto ALL CONSTRUCTION RESULTING FROM THIS PROJECT WILL BE TAKEN TO e�P &?l g..ltJ(gt 014 l6l( SIGNATURE DATE L 1 � _ FOR OFFICIAL USE ONLY f APPLICATION# DATE ISSUED MAP/PARCEL NO.,- ADDRESS- VILLAGE OWNER DATE OF INSPECTION: _ ,,=:FOUNDATION:? _ FRAME 'INSULATIONS.» ;r2 FIREPLACE t ELECTRICAL: ROUGH < FINAL PLUMBING: ROUGH FINAL GAS Y =ROUGH !SOX � ( A FINAL ''FINAL B;UILDIN,G��� �N,'+ .o►�' . �- D d llOr Rn�.� . J , A: DA-E,C.LOS:ED.OUT € ASSOCIATION PLAN NO. v 5 i The Commonwealth of Massachusetts r Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 sy www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electl-icians/Plumbel-s Applicant Information Please Print I.,et?ibly Name (Business/Organizationgndividual): 2 _�fqy ae I") C__., Address: ST City/State/Zip: / QZ�U Phone #: SO .237 3�9� AZI u an employer? �heckhe appropriate box: Type of project(required): 1. am a employer with Z 4. ❑ I am a general contractor and I 6 ❑ New construction ... eiiipldyees'(full and/of part-time).* have hired the sub-contractors.. _ _._____..... _..,.... . 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-1 required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a bomeowner.doing all work officers have exercised their 1 i.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance uired.re t c. 152, §1(4), and we have no q employees. [No workers' ]3.`�Otber�S �yQ 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 arc 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 state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number, f am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: �01,J/aG / Policy# or Self-ins.Lic.#: �L-��l�D VOY101 �lD Expiration Date: t2 Job Site Address:1 -I 6n&lS 0Q,8!P 29 City/State/ZipA,4 44 a/� G� Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to.the imposition of.criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be. forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ldo hereby ce tify under the pains and penalties ofperjury that the information provided above is trice and correct. Si nature: Date: Phone#: 0 2 -) Z 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• Cite/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: (12)SHARP NU 235 watt (12)SHARP NU 235 watt PHOTOVOLTAIC MODULES, PHOTOVOLTAIC MODULES, _ MOUNTED FLUSH TO ROOF MOUNTED FLUSH TO ROOF (Y O W F W WL, NEW 30 YR 0 ARCH.ASPHALT Z OSHINGLES,TYP. W w LLGO NEW MARVININTEGRITY Q I� WINDOWS. U) 1X4 PNTD N W a O TRIM WITH APRON AS d INDICATED, TYP.MATCH ILL! N EXTG Z NEW W.C. SHINGLES SIDEWALL,5' TITLE: TW,TYP CONNECTION TO HOUSE ELEV& OVERHEAD GARAGE DOOR, SECTION PNTD GARAGE E 8 K 1 m NORTH ELEVATION 2 EAST ELEVATION 3 SOUTH ELEVATION a 13 E RIDGE BEAM](2)1 3/4 X 14•LVL BEAM $ B R B NEW 30 YR 12 '14yv�J`( ` C ¢ ARCH.ASPHALT �4 m 0 ' SHINGLES.TYP. E f° 3 PV NEW SOLAR THERMAL PANELS FOR OHW b 12 ESOLAR O ' PANELS RADIANT FUR HEATING,BY OTHERS gl— — O \ •I U� y NEW MARVIN TYPICAL ROOF CONSTRUCTION: C C N p INTEGRITY 0-YR ARCH.ASPHALT SHINGLES u 7� a 0 WINDOWS. ICE b WATER SHIELD®LOW PITCH ROOF (DORMER ROOF) D TRIM WR EXT.PLYWOOD SHEATHING UNHEATED STORAGE / TRIM H BLOWN CELLULOSE INSUL-R:38 E APRONTyp AS 1/2•DRYWALL AT STORAGE AREA INDICATED, TC 11 T/8.230 TJI JOISTS.1B• MA H OC A EXTG LVL HEADER OVER WINDOW DOw BANK it HEADER OFF STAIR WITH DOUBLE _ O NEW W.C. LVL BEAMS:(2)1 314 X 11 71W EE 10•-10•SHINGLES 'TYP.EXT.WALL CONSTRUCTION: f O O SIDEWALL,5' W.C.SHINGLES.PREFINISMED,5'T.W., +� y p TW,TYP 015 FELT,LAPPED JR° T 2 N TG @a j•COX PLYWOOD, �_' UBLE 1•RIGID INSUL.R:5 CONT.(SEAL ALSTUDS AT L m Y DO SOL AND TOP i€ PENETRATIONS) P TES T'P •I� 2X4 STUDS®16.OC W/ - 3 1/2•BLOWN CELLULOSE NSUL R:134' ,CAR GARAGE ` DRYWALL I�—� Date: 10/15/2010 Sheet: 0 a WEST ELEVATION se SECTION A2 .2 PERMIT SET i solar Photovoltaic Installations E2 SOLAR INC 120 Chase Street Hyannis, MA 02601 (508) 237-3892 CS license# CS090293 Home Improvement Contractor's Lic. # 160360 Jason@e2solarcapecod.com Contract for Photovoltaics OWNER'S NAME: Susan Purnell PROJECT ADDRESSES: 102 Walnut Marstons Mills, MA 02648 1. PARTIES: This contract (hereinafter referred to as "Contract") is made and entered into on this 15th day of Oct, 2010 by and between Susan Purnell (hereinafter referred to as "Owner"), and E2 SOLAR INC (hereinafter referred to as "E2Solar" or"Contractor"). WHEREAS, Owner seeks to have one (1) 2.820 do KW grid tie solar photovoltaic (PV) system, hereinafter called "the system" professionally designed and installed at the above-named project address. WHEREAS, Contractor agrees to install the systems in accordance with all local code requirements and in accordance with current National Electric Code. WHEREAS, Contractor agrees to install the systems in a professional and courteous manner, leaving the job site secure and clean at all times. THEREFORE, In consideration of the mutual promises contained herein, Contractor agrees to perform the following work: 2. GENERAL SCOPE OF WORK DESCRIPTION 2.1.) System Specifications: 4IZ5 The 2820 do W PV system will consist of tera (12) Sharp Solar NU-235 Watt photovoltaic modules mounted to the south facing roof. The photovoltaic modules will be mounted to the roof using Unirac mounting system. All roof penetrations will either meet or exceed the local building requirements. In addition the system will consist of six (6) UL listed Enphase power inverters to be under evervother module. The AC disconnect will be located on the exterior the house, near the service entrance, with all appropriate signage posted as required by the utility. This system will connect to the electrical grid via the grid tie inverter. This system will not include a battery back up system, meaning the system will not produce power in the event of a power outage. i THE EXPRESS WARRANTIES CONTAINED HEREIN ARE IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY, HABITABILITY, OR FITNESS FOR A PARTICULAR USE OR PURPOSE. THIS LIMITED WARRANTY EXCLUDES CONSEQUENTIAL AND INCIDENTAL DAMAGES AND LIMITS THE DURATION OF IMPLIED WARRANTIES TO THE FULLEST EXTENT PERMISSIBLE UNDER STATE AND FEDERAL LAW. 8.5 PERMITTING Contractor agrees to apply for and secure the necessary local building and electrical permits required to perform this work. All work performed will be done in compliance with the requirements of the local officials. 9. ENTIRE AGREEMENT, SEVERABILITY, AND MODIFICATION This Agreement represents and contains the entire agreement between the parties. Prior discussions, verbal representations or written memoranda of any kind by Contractor or Owner that are not contained or referenced in this Contract are not a part of this Contract. In the event that any provision of this Contract is at any time held by a Court to be invalid or unenforceable, the parties agree that all other provisions of this Contract will remain in full force and effect. Any future modification of this Contract must be made in writing and executed by Owner and Contractor in order to be valid and binding upon the parties. The parties have read and understood, and agree to, all the terms and conditions contained in this Agreement. Date Ja04 goofs for Ef7LAR INC, Contractor to usan Purnell Photovoltaic Contract Page 8 of 8 E2 Solar Inc.,Contractor Susan Purnell,Owner • • f L smiumolow B U-S.andathaym w Lag I im-nons Jean S,*pjw m2Q3.2 th�ebmdmed�dbeaooft;a ,b� a��ob dg � pvSat�sem IIse ' netahlebebw(TMe4homUnMac's ForM=ftfim andesip&eIaeds6d - 21e45o EbdeComprwrrPlammbg ) p 12t4aLvtww m- r,=ptd.Gutvai�a[esfiwvmjjow rooftr+mbmberandtheIQg screws- Lag P (wdfitk=rAQ=padtks Ps)in qpkd roof truss ' spwlk �r 3� Z35e7t fd** 304 - per 8i 1 t{anadd+ep�+ Ewadn r 665 366 Ek n�Hr South Q46 '� . 23S 269 Ike (m IdMf&ham 0.46 S8B233 269' Hem,Fir 0-43 S30 212 28 HauLFIrtNnrth) . 6L46 We 235 269dopfh Soudom roe oss 768 307 352 .Spy"_ftp-Ftr 0.42 513 205 335 of t r'® 265 304 - gader- i� 665 - Sarao?stln�3rm Bs�ogC� iftSoodCo� - �(�Tixeodaustbee�erideajs om�8eraratbesaa�ratioofa+�'c - (:jp�sa�Btm�ryo�oea Idr�amrbl �f�a7. y�aamm a� of to n a he mod u Ie. -.r asser ibl, st Iling t ESP. slots F4'�•�,'�d "eta ! �'r• 1'�I.11 Fipare.21.Lg6to4mij aattl ahment rodu T ft t Need etrcr�ssuig a l z�conmudw+'renotymzt's�tattt gra?iuct?{:►idt trt8 tct[li6 DOW � 1n WM a fist-mg Ofpraducts � ` 230-M COnsys�.cUOn�'�i mer Sealant: cep by amens,or meet fray io call our - _ t�sfiorner Support Censer . BARB VOC wnPbnt • .`-��i.�wes`Ur 011y SulfaCES Aftedals �yst[exibl�-acac��t . S�f�s S suvisatrartvie[ ( g� pts o Applies in 2nV tEinp°ra s ram"�-Mains[iasTicc�e -��-•--.E:_ ---!a SeNicaft io'coke fth AVa in crysW dear.coiotz.2n spedakiF Y- des;grsd rneW sobs colam For a ROM OT To€end She 2346SWO' tl Puwlarmefiatru:t5ru3stythatxre Ssai-rd ,p�aumber, I mate.L-se.iha drag e-m m maw below the vour sidbig, r rindaw.0.&or ids,sel'�i s C-,m heal adhesion to mos3 txfding.mai sh; ft rrtanubchres tising the mch ing Pamw(KYm'@)metal menu belm 230MCasfsburlonT erSealadColorMatrl-C S= ctaeaanu€�au semaa - �.e�er3ot►rparinumbe�for an exactnmtch. Tech Data Fart No.- MSDS-�"tDi t:Tr2r} Adobe MSl2S-(2gII4t�lars} �G� Aa�heArxobaY8.t3�f � cOck the Adobe# bution and fp>lowthe irlsrustiors This product works best ins these aPPGcaliorr. Materials o Atumirdun o Asphaii a $u ,�+�r . • Canasta pft �. � W7 Pc�WE t R�►rl rNETAl.LATI®N GUIDELINES , ' $IQE VIEW-F R PO ER aAl LENGTH U q ", NO CANTILEVER SP AN PAN BETWEEN NO GREATER THAN 32" �°""'"6UPFO GREATER THAN 80' NOOANTILEVER L GREATER THAN 32" 2RALL 9EOF B89E•809EOF ,,,� 20%-22%0P L OVERALLLEENGTW `OVERALL LENGTH OVERALL,LENGTH QIpE VIEW•FOR pbWER F�soL LENGTH Q ER q�"AND UP Tb 22-d": ' • o 7RA' o L NO SPAN BETWEEN NO SPAN SET T SUPPORTS GREATER THAN 80" 989b•223b OF 3896.289E Oil l9UPIa0RTE9 GREATER THAN 80^ O •E e 41 1 32 �OVERALL 3896.209E OF LENGTH OVERALL LENGTH OVERAI,I LENGTH 189E-2296 OP OVERALL LEN®TH Ed OVER W AS UP Tp gp0 © O TH TT AD EVE 2 Ufy NO SPAN BETWEEN " NO SPAN BETWEEN .I �B PORTS GREATER THAN 80 SUPPORTS GREATER THAN 60" t9UPPOR 8 gREP,T�THAN 80" O 1096.119E OF o • ( I G TTii OVERALL I.ENc3TM "`""`" . 27 h 289E OF f�,-,�-�•w,�� 279E,289E OF 279b`2t396 OF OVERALL LENGTH OVERALL LENGTH OVERALL LENGTH 1096.119E C OVERALL L% POWER RAH IS DESIGNED AND WARRANTED • n Y EW FOR LOADS UP TO 60 LOSISO.FT, (APPROX. 125 Mplml IN si POWER OLAMP PHOTOVOLTAIC WHEN INSTALLED AS SHOWN. FOR INSTALLATIONS IN AREAS MODULE WITH MAXIMUM DEGIGN WIND SPEEDS OF 90 MPH THE POWER RAIL EMOUNnNa DISTANCE 13ETWEEN SUPPORTS CAN BE INCREASED TO 96" 20%,289E WITH A MAXIMUM CANTILEVER OF 36" OFMODULE 80%40%OF 209E-269E LENGTH MODULE LENGTH OF MODULI LENM SHOWN WITH STANDARD MOUNTING FEET(OTHER OPTIONS ARE AVAILABLE) NOTE;THE MOUNTING FEET MUST BE ATTACHED TO TWIT BUILDING.RAFTERB DIRECT POWER&WATER CCRPOW OR FRAMING(NOT JUST THE ROOF DECKING),USE 6116"OR 318"I'DIAMETER nn � LAG BOLTS AND DRILL A PILOT HOLE,DO THE FINAL TIGHTENING BY HAND, POWER RAIL INSTALLATION EACH LAG BOLT MUST HAVE A 0 ST RA ,OR OTR R •IN13 voro , ILL G. J.I; . ES-A SERIES photovoltaic panels evergreensolar Made in the 200, 205 & 210 W • r MORE electrici ty p LESS i m act Our ES-A series panels have the best power tolerance in the String Ribbon'"panels have the smallest carbon footprint industry (-0/+5 W) and consistently deliver more electricity and fastest energy payback of any silicon-based solar panel than competitors in field tests. ever made. GUARANTEED POWER' The minimum guaranteed power is the nameplate SMALLEST CARBON FOOTPRINTS so you never get less power than you paid for. Our String Ribbon"wafers are made with a fraction of the emissions that result from INN making conventional silicon panels. INDEPENDENTLY VERIFIED POWER' Four independent test labs regularly check panel 12-MONTH ENERGY PAYBACKS power so you get the power we promise. Our panels begin generating truly clean electricity faster than any other silicon-based panel on the market. ANTI-REFLECTIVE GLASS v W� Delivering 2-3°h more electricity compared to panels with standard glass. 100%CARDBOARD-FREE REUSABLE PACKAGING Reduces disposal costs and on-site manpower TEMPERATURE RATINGS OVER 9003 while eliminating tons of landfill. Maintaining up to 4%higher output than most other crystalline silicon panels under hot conditions. LEAD-FREE SOLAR CELLS Our panels make clean electricity and HIGH RANKINGS IN FIELD TESTS' the way we make them is clean too. Long-term Photon and field tests prove electricity Evergreen panels produce more electricity(kWh/kW). 1 Guaranteed upon initial delivery of the panel to the customer.maximum power 5 Evaluation completed by the Energy Research Foundation of the Netherlands up to 4.99 W above nameplate rating;2 Evergreen power testers calibrated by (ECN),May 2009 taking the straight average of test data from NREL,TUV Rheinland PTL, TUV Rheinland Cologne and Fraunhofer ISE;3 Based on comparing PTC/STC ratings of major competing multi-crystalline silicon panel brands published by the California Energy Commission in May 2009;4 2008 Module Tests conducted by Photon and published in Photon International February 2009.TUV Rheinland tests run from April to September 2008 All Evergreenpanels come witha 5 year workmanship and 25 year limited power warranty.Forfulldetails see the �*`,Juv, C ,,IERT4 Evergreen Solar Limited Warranty available upon quest,or online. This product is certified to UL 1703, UL. E 2010.Class A,FSEC and KTL standards.String Ribbon is a trademark of Evergreen Solar,Inc.Evergreen Solar's wafer manufacturing technology is patented in the United S I EC States and other countries.Copyright Evergreen Solar Inc ,ELECTRICAL characteristics MECHANICAL specifications 4x 0 A6 GROUNDING HOLES Standard TestConditions PANEL ID LABEL (4 SIDES) -0 11 1 1 L , ', '? a �--� 1 -2.2a i 4.92 16.27 Pmp2 200 205 210 W I Sl- �• JUNCTION BOX •Z-.....................• ...�T Pr„ -0/+4.99 -0/+4.99 -0/+4.99 W I (IP65) T PANEL SERIAL 4x 0.16 (-0/+2.5) (-0/+2.5) (-0/+2.5) % NUMBER HOLES GROUNDING HOLES Prop•max 204.99 209.99 214.99 W ° ° Prop•mhl 200.00 205.00 210.00 W ° ° Ppl.3 180.7 185.4 190.0 W u 48743.1PV-Vn E) 'Imin 12.7 13.1 13.4 1.60 TYP Vmp 18.1 18.2 18.3 V _ Imp 11.05 11.27 11.48 A o a 1 ° lox 0.26 PANEL DATA& MOUNTING HOLES V. 22.6 22.7 22.8 V SAFETY LABEL FOR 1/4'BOLTS I. 11.80 11.93 12.11 A MC-LOCKABLE CONNECTORS Nominal •' • Cell (TYPE 4;LOCYJNG SLEEVE NOT Temperature Conditions Z-- o PROVIDED) (•) (�) o T� 45.4 45.4 45.4 °C I ° ° P. 146.4 150.1 153.8 WBLAC I Imo{If AND I V 16.5 16.6 16.7 V I n ^ 1 ALUMKNUM FRAE E 1 12x 0.22 FRAME fDRAINAGE HOLES o ° (2 TO E USED Imp 8.87 9.04 9.21 A e 35J35 FOR MOUNTING) V. 20.8 21.0 21.1 V •DRAINAGE HOLES OMOUNTLNGHOLES YGROUNDINGIImu lu 9.44 9.57 9.76 A External Dimensions '/�-65.0'x 37.5'x 1.8'/1650.5 x 951.3 x 46 mm Le • Irradiance Weight 7� 41 Ibs The typical ical relative reduction of Solar Cells' ""` 114 Multi-Crystalline Silicon String Ribbon"Cells )p panel efficiency at an irradiance of 200 W/m2 both at 250C cell temperature Frame Black Anodized Aluminum-Doubled Walled and spectrum AM 1.5 is 0%. Front Cover Anti-Reflective Tempered Solar Glass 1/8'Thickness Encapsulant/Back Cover EVA/TPE -Tempe _ Maximum Certified 801bs/ft2 Coefficients Wind&Snow Load' y Prop -0.43 %/'C Hailstone Impact Test' a 1'ice ball at 23 Ms(52 miles/h) 13 VW -0.40 %/'C Product packaged 28 per pallet and tested to International Safe Transit Association OSTA)Standard 28.All a Imp -0.03 %/'C specifications In this product information sheet conform to EN 50380.See the Evergreen Solar Safety, Installation and Operation Manual,Mounting Guide and Inverter Selection Guide for further information on 13 V. -0.31 %/'C approved installation and use of this product. a Isc +0.05 Due to continuous innovation,research and product improvement,the specifications in this product information sheet are subject to change without notice.No rights can be derived from this product Information sheet and Evergreen Solar assumes no liability whatsoever connected to or resulting from the use of any information i�s System Design contained herein.MC°is a registered trademark of Multi-Contact AG. Series Fuse Rating 20 A PARTNER Maximum DC System Voltage(UL) 600 V 1 1000 WIMP.25•C Cal 1a1►7elatua.AM 1.5$9ZM 2 A4&V=m pmtr Dan or nW pa9^.3 Ai P✓41S4 Tag C6n711=10M w✓m'.20°C;7b&lf tarrommNa. I Ms nod speed 4 800 WrW 7.LPC arrbM MyV&a0ae 1 MS VVd WeSd AM 1.5 VOCUL n: 5 Celmla-nWvdrydus to aururrque rranufacturingpvicess butdces notaBect the pedor- rranceofthepanK,6R?ruL 1703.V✓hentr4igA40wmngMettmdSA3 pongskfe er%Jmauni- iV)or(dvas rags)as descnbed in the Mounting Gtsde for the product:7 Phr 0C 61215; r t-harnad,,a-bw voltage,3-marl bue amured)ce#s and black anodized 6arrre ELECTRICAL EQUIPMENT CHECK WITH YOUR INSTALLER ES-A_200_205_210_ta3_US;effective February 1x12010 SM-0059 WORLDWIDED•UARTERS CUSTOMER SERVICE Americas • Asia Evergreen • corn 138 Bartlett Street.Marlboro,MA 01752. USA 138 Bartlett Street,Marlboro,MA 01752. USA • • info@evergreensolar.comn• • _ I 1w, - W?1W1v gwCa144 n ✓&djicc/uaett ' License or re istration valid for individul use only Office of Cosisiimcr Affairs&Bdsiness Regulation g before the expiration date. .tf found return to: ar .•s HOME IMPROVEM.ENT.CONTRACTOR I Office of Consumer Affairs and Business Regulation r Registration: 160360 TYPe bj Expiration: .7/1612012 DBA 10,l'nrlc Plaza-Suite 5170 Boston,MA 02116 E2 SOLAR JASON. STOOTS r; 120 CHASE ST i .';;_ '• -}®.�__- __._��_ HYANNIS,MA 02601``:.•`.` _, `' Undersecretary No v lid without signature .''-_ 1•lassa(:huserts - llc.J►;u•tmcnl ul'Public Sal'ct� , a Board ul' Building Re,whitiuns and Standards s JASON STOOTS { Construction Supervisor License 6-T `-�xTJ License: CS 90293 Restricted to: 00... . <- Renewable Energy ;.;.. energy efficiency 120 Chase Street JASON D STOOTS' photovoltaics solar thermal Hyannis MA 02601 120 CHASE.S.T { . cell:508.237.3892 HYANNIS, NlA 02601 � IJnll+Ama Ctln Um!:c'--� tax:508.775.1385 - ;i, : ; •.. I Jason@e2solarcapecod.com www.e2solarcapecod.com Expiration: 4/28/2012 ('nun�i.:�iunrr TrM 20887 03/15/2010 13:26 ff IUO P.0031003 HF -NATIC>NAL FIBER Speefficedons for NuWool Cellulose lnsulatlon Product Name:NuWool WALLSEAL Manufacturer. National Fiber CZ' Address:50 Depot Street, Belchertown MA 01007 =� o Classification: Cellulosic Fiber Uses:Thermal(Section 7)and acoustical (Section 9)insulation R-value(Thermal resistance): 3.8 per inch,ASTM C518 u Settled density: 1.6 Ibelcult � Recycled content: Greater than 82% as Fire retardancy:Class 1 material,ASTM C739 Fire retardant:All borate(boric acid) rn Fire testing: Meets ASTM E84 surface burning and ASTM E119 fire resistance Flame spread: 15 Smoke developed: 5 Critical radiant flux Greater than or equal to 0.12 watts/sgcm Smoldering combustion:Less than or equal to 15% Moisture absorption: Less than 15% Corrosiveness:Acceptable,ASTM C739 Fungal growth:Acceptable Starch content:Acceptable Odor emission: Non-apparent ance: �MSI all,single wood studs IW o.c., Sir gypsum board each side Insulated with NuWool insulation: Qlc-a'�atlngm -vthe cellulose alone 1 hour for bearing wall,,design#U333 • Sound Rating: STC 45 Sample Specifications: Al81�d11 NuWool cellulose insulation shall contain a total borate fire retardant and be EPA cerdfled to resist mold. Cellulose insulation must conform to ASTM C-739 and ASTM C-1149 standards. NuWool WALLSEAL cellulose insulation must be Installed by a National Fiber certified, NuWool applicator,In accordance with manufacturer's specMkations, o LooseAll Insulation shall be installed to provide the rated R-value at manufacturers setded density, o Spray Applied Insulation shall be Installed at a minimum cured density of 125 lbs/cuft. o Injection(Dense pack)shall be installed at a minimum density of 15 lbslcufi: If you have any questions or would like to discuss this further,please.contect our Technical Manager, Bill Mulstrunk at technica1(gPnajl90g)M2l,qqM. National Fiber's cellulose is the natural choice for insulation. www.nationalfiber.com t! L 03/15/2010 13:25 TAX) P.0011003 PRODUCT SPECIFICATION The air permeability of wan assemblies Oxygen Index ASTM D-2653 23g1 Incorporating Icynene Is reduced by the N.Y.State Fire gas toxicity LC„•1f incorporation of all other waft components Into a monollihic assembly.Where maximum air These test•results are not Indicative of tightness Is required,spaces where Icynene is - performance under actual fire condiions. not Installed such as between double studs and between tlooring and base plates should Electrical wiring Vm be cauked. Icynene has been evaluated with both t4/3 1n all well bulk buildings adequate and 12/2 residential wiring(max. 122'F/500C). 1.PRODUCT NAME avoid supply should be planned to It Is chemically compatible w1th electricals avoid combustion equipment backdgfting wiring coverings. loynene le the re88letered trademark for and humidity problems. polyicynene Irlsulatlon manufactured by Inadequate ventlletlon Is hazardous. wir�ing.Not to be used with knob and tube Icynene Inc.Icynene Spray formula le a 1/2 lb.density open celled materiel. Water Vapor Fermeance Corrosion 2.MANUFACTURER lorene Is water vapor permeable and allows Icynene did not cause corrosion when Icynene Is made an arts from liquid sirwil hot amole"to diffuse and dleslpets.It evaluated In contact with steel under 86% components manufactured byy loynens Inc. IS applied moisture In materials to which tl relative humidity conditions, Installation and o"Ite manufacturing Is Bacterial or FuAgal G supplied by Independent certified contractors. r vapor transmission propernos:(ASTM and Food Value Growth 3.PRODUCT DESCRIMON Icynene ptovldes no support to bacterial or Icynene Insulates and'draftpr %*a building �� orme S � )®�(1(78 ; fungal growth. It has not food value for at Ow same time.Its performance Is less Insects or rodents. Installation sensible than factory Because of its low air perMlimm,Icyner is Envimnmerhtal/Health/Safety manufactured Insulation materials.it Is an not(hflltmted by moisture IQd@n alb Mee effective'breathing'air barrier that can adjust spotted to a vapor permeable surface,with the building to maintain a seal against Icynene contains no formaldehyde or ozone energy-robbing air leakage for the life of the condensation will not occur within It. It does destrcying CFCS or HCFCS. It has been building. Convective air movenrent Inside wall not repolre a vapor bprrier Unless applied to a thoroughly evaluated for in•altu emissions by 08009 is virtually eilminated,providing more non-vapor permeable surface in extreme tnduatry and experts.P n8 govamrTlent ex its. After 30 uniform.temperatures throughout the building. drive conditions. A vapor ratardent days from application It has no detectable The result is superior quality construction,with paint is adequate in such Situations. emissions of any type. higher comfort levels at lower thermostat Water Absorption Properties a Inge and lower heating and cooling coasts. rP P Lirititations Savinge vary. Icynene to hydrophobic.It does not wick and Not Intended for exterior use. Must be fib Icynene Is applied b liquid Is water repellent. Water can be forced Into y proved fire barrier. Not to be PP Y eP► n9 qu covered b an Coln onto an open wall or ceiling the foam under pressure because It Is open Installed within 21(50 mm)of heat emitting Surface where they expand 100.1 In Just Celled. Water will drain by 99wiry rather then devices. seconds to provide a flexible foam blanket of navel horizontally or vertically through the Millions of tiny air cells completely filling foam.it dries quickly and thermal 5,INSTALLATION building cavities and Sealing cracks and performance Is fully metered. crevices in the process.it adheres to virtually Icynene is Installed by a network.of everything it touches,sealing out air Acoustical Properties s profes;slonal contractors trained and certified Infiltration.Excess materiel Is easily trimmed Pn the installation of Icynene. Installation Is off,leaving a surface ready for drywamng or (Performance in a 2'X,4°wood stud wall a generally Independent of.snvlronmental other finish. 125 256 500 1000 2000 4000 Hz.freq.) conditions.It can be installed In hoti humid or 4.TECHNICAL DATA STC Sound Ttanemisston Class•37 freezing conditions.Surface preparation le similar to that required for painting or other (Based on Core Samples) 19 30 31 42 38 46 (ASTM E-80) producttt requiring surface adhesion.Within Thermal Yerfarmattee NRC NoISe Reduction Coeftict9nt-70 minutes the foaming process Is complete and Thermal resistance�((R-value)ASTM C518: .11 .43 .88 .72 .71 •.87 the walls may a covered.Any Immediate R 3.6 hl.ft°FIBTU.In, ���� defk;lencles are subject to Immediate visual RSI 0.62 mr°CIW per 26 mm Acoustical performance is lase instaWton am responsible e comma and remedial action.Installers tie n ntdbutlon In stud wall: dependent then that of hand fitted sound are�Poval of for trimming foam. required 2'x 4" . R13 2'x 6°. R20 blankets. end removal of scrap for recycling. Icynene provides more effective performance Barn Characteristics 6.AVAILABILITYthen the equivalent R-value of hand fitted air Check regional yellow pages or contact permeable Insulation materials. it Is not Icynene will be consumed by flame,but will loynene Inc.at 1.800-7W7326 subject to lose of R-value due to aging,windy, not sustain frame upon removal of the flame condmons,correction or air Infiltration;nor Is source. It leaves a charcoal residue.It will not 7-WARRANTY it likely to be affected by moisture rotated melt or drip.It must be applied In accordance conditions. See FACT SHEET on reverse. with all applicable buliding codes. Yes OO~WARRANTOTNATM PROPerrneaerTRe . PRODUCT YBET]IIE PRODUCT GPWRostl 9OV OVUM IN THE Air Permeance/Air Banier/Air Seal U-SA. cosvun's 1JgW PRODUCT sPEr+ncinloN,WHac DIVALLED Surface Burning Characteristics of Building WnNTe6 arANOARD enwvr"AND IN ACOOMANCE WaM Ire loynene Completely fills any shaped cavity, Materials ASTM E-84 rNSRLLLERs MOU04 ANT ttft r UNOM Title WARRANTY WILL and adheres to other building materials, t R s���iread <20 NOT MM A RMO OR REPLAOEMW OF TILE etATeFoAL.Tme creating assemblies with very tow elm ( �gnq 'Qevelopment �� CWPA T roues NoWARRANTIM a MS9OR MUIN parmeance. No additional interior- -Morior----=�e1-cOrftrlbuton 0 RPARiicTMui PRODUCT P Po Rhr6 tOM NpT eECANADA rE� air fnfitiratlon protection la ncoeseary Luau IN CONTRAOT ON TORT MR ANY 0[0 1KNUT OR Air Illy of core foam-ISSN 0701.5232: Corner Wall test CAN4-8102 4 FSC3 COrt UU NTMt AMMIp sur�rtEo ON MCURRlo IFFM 1.6 mar 1/seC.AT?0 X(76 MM)at 76 Pe pressure Flame spread 510.530 �of Ww OP MWIT of W=kv MOREae Clan 1.0 VBac/rT>9 05'(127 mm) R& re Smoke,development 06-160 Tw art.Wee or P pm;W11111ENaED By Tilt!CONTRAOTOR, 1i o `r9I KAula 319USN O 3© NKOi 03/15/2010 13:25 TAX) P.0021003 S.TECHNICAL 9.PACKAGING AND STORAGE Preparation Certified contractors and Icynene Inc.provIge Packaging-55 U.S.gallon,(45 Imperial Component 8 Is viscous and separates when support on both technical and regulatoty gallon)open top steel drums left standing. It shoulcl be heated to about Issues. Model architectual specifications are 80T 'the cifum and mixed thoroughly to available on request. Extended services Component'A' $50 lb.per drum achieve a homogenous mix prior to and Includee-aIr leakage testingg,thermogrephy and •Potylcynone MDI during use. energy consumption modelling; 9.RELATED REFERENCES Component'B' -Po yll y per drum Yield Yield will very with the temperature of the Polylc d b insulation l Icynene has been St01'Yg6 substrate but an Average of 15,000 bd.h,per evaluated by materials evaluation services In drum set can be expected,with higher yields both the United States and Canada. Component A must be protected from expected In warm weather and lower yields In Confirmation of acoeptance by specific local freezing. cold weather. governments and copies of evaluation reports Component 8 can be frozen but must be are available upon request. protected from overheating(IWn and Refer to Icynene Installers'Manual for prolonged storage above 100°F. Component expanded information. All physical propertleq were determined 8 separates during storage. rough testing b accred4ed agencies.l ynene Inc,rpeervesltheprip to 1.0.OPERATING SPECMCATIONS change specifications in its effort to enhance qua111y features.Please confirm that technical Operaling Parameters: data literature Is current Prsseure -use maximum settings Preheater •130°F-180°F Council of American Building Officials NER• Line Heat -same setting as. 420 Canadian Construcllon Materials Centre preheater 12070-R Insulation Fact Shoot This iS a polyiCynene avity fill Ihsglatlon. READ THIS BEFORE YOU BUY. WHAT YOU SHOUkD KNOW ABOUT R-VALUES I [FR-value, A.S,T M. C-518, Btu. in/hr. ft2 OF. R-3.6 per inch R-1 ' -20 based on 5 1I2' The chart shows R value of this insulation. R means resistance to heat flow, The higher the R-value, the greater the insulatlo�power. t Compare insulation R-values before you buy. o, There are other factors to consider. The amount of insulation you need depends on the ellrrra e you live In. Also your fuel savings from insulation will depend upon the climate, the type ands size of your house, the amount of insulation already in your house, and your fuel us gg' patterrA and family size. If you buy too much Insulation, It will cost more than you'll save on lust. To get the market R-value, It is essential that this Insulation be Installed properly. Tlie Icynene Insulation System. Sol�rorlaberevetyh�new�lh>iveit. . I Icynene Inc. (906)890-SEAL 376 WatlIns Avenue (905)890-7325 Mlsatssauga,Ontario,Canada. 1.800-758-7325 L4Z 1X2 FAX(905)890.7784 -GOL08EAL,ICYNENE,THE INSEALATORS AND INSEALATION are trademariaf of loynene tne- PR WM0 IN C.ANADA 01/96 r t Barnstable Bldg. Dept. Approved by: Bois_Di1vG L1E Permit FEB 2 6 a TOWN Of- L , . . . . . . . . . . . . . . . . . EIE] ILILI F F-1 ti Front Elevation SCALE: 3/16"= 1'-0" X Stephen Klug - Fine Building & Finish, Inc. REMODEL for Sue Purnell ` 79 Mid Tech Drive, West Yarmouth, MA 02673 A- 1 102 WALNUT STREET, MARSTONS MILLS, MA Front SUE PURNELL-NEW-02.18.2019.p1n :'di "�� rl v.,^„- , d`(J , .phone: 508-778-4246 sklugfbf@comcast.net H 1 0 7 Right Elevation SCALE: 1/4" = 1'-0" Stephen Klug - Fine Building & Finish, Inc. REMODEL for Sue Purnell 79 Mid Tech Drive, West Yarmouth, MA 02673 R1 ht A-2 hone: 508-778-4246 skluaQf�fl/L(�comcast.riet 102 WALNUT STREET,MARSTONS MILLS, MA g. SUE PURNELL-NEW-02.18.2019.pin b v i i i I i - i _Elx= i Back Elevation SCALE: 3/16" = V-0" I I • i Stephen Klug - Fine Building & Finish, Inc. REMODEL for Sue Purnell 79 Mid Tech Drive, West Yarmouth, MA 02673 Back A-3 hone: 508-778-4246. sklupQfbf'/�,�/comcast.net 102 WALNUT STREET, MARSTONS MILLS, MA SUE PURNELL-NEW-02.18.2019.pin sklugfbf@comcast.net •� 1 F — o Rr6 1 • Left Elevation SCALE: 1/4" = 1'-0" Stephen Klug - Fine Building & Finish, Inc. REMODEL for Sue Purnell 79 Mid Tech Drive, West Yarmouth, MA 02673 Left A-4 hone: 508-778-4246 skluaafi�fcomcast.net 102 WALNUT STREET, MARSTONS MILLS, MA SUE PURNELL•NEW-02.18.2019.pin - b v • 6 ' fA day/ 21'-9" 1 '-5 1/4" Center on Ridge 6; 9 d IT'Y�Af�Y 1rYl1J. 4�.�f1�Y X'fT(Y fM tj f�'hd d'(�f1lY'Ylr .IY,�' Pad Existing Wall to 2x6 VV I I. 00 N I I I I I I I I I 3' 10'-2"— $ Fj 1 1 Laundry 26134 II r DINING 3'-6" a I O F $� E:1 1:1 10 0 Wood Stove GARAGE II_ DEN I I NEW BEAM-(3)1-3/4"x 9-1/2"LVLs � KITCHEN BATH 1 I (Pad Ceiling Down 2") II r w, rr, ,� rr„ r, �r5\�.,�'Y'r A'` Y yt\'i / \ 3068 3'-4 114" 3'-3 1/4." 3'-3 1/4" Linen h, V - Vww` xr / \ / IT m v. CLS LIVING BEDROOM 3' 5 Layl t42. 16'-8" - I I 45'-5 Kitchen Stephen Klug - Fine Building & Finish, Inc. REMODEL for Sue Purnell SCALE: 1/4" = 1'-0" _ L�N- I 79 Mid Tech Drive, West Yarmouth, MA 02673 Kitchen A-6 phone: 508-778-4246 sklugftif@comcast.net 102 WALNUT STREET, MARSTONS MILLS, MA SUE PURNELL-NEW-02.18.2019.pin , I 6 aY/ 21'-9" ��]J'-5 1/4" 6'9 3j4n I io I I -I Laundry DINING KITCHEN a6 I GARAGE I BATH /—NEW BEAM•(3)1-314'x 9-1/2'LVLs I � DEN I I II � � I I Remove Existing Wall / \ Replace with BEAM- / \ 8 (3)9-112'LVLs y \ 6 a l 3668 ` 1 r 4'v t,M 4 �r'\ "h4QYN 7• / \ %a �. Layl *2'-6 1/2" / 3',4 /4" 3'-3 1/4" 3'3 1/4" Q- N Linen 9'-101/2 / \ / 3'_8„ ry 00 j \ / \ / CLS LIVING BEDROOM 3'' 5 5 ayl ayl x i� Coat r 1s'-a'• *32'-2 1/4" �26-10" 1'S'-5 11 �4'4" Y Existing First Floor SCALE: 3/16"= 1'-0" Stephen Klug - Fine Building & Finish, Inc. REMODEL for Sue Purnell ExistingFirst 1 79 Mid Tech Drive, West Yarmouth, MA 02673 102 WALNUT STREET, MARSTONS MILLS, MA EX- 1 SUE PURNELL-NEW-02.18.2019.pin phone: 508-778-4246 sklugf)f@comcast.net Floor EXTG EXT.SPIGOT 5 BULKHEAD LOCATION '? 21'-g" 3 4' 1g 2:,Oy 12'-0Y" 9'8 NEW a !' 8 7: O a g W 414� ♦w1 2 3'-10 4" 7-10Y" 2'-1 Y2" T-10%" B U r ►"? 1 3: a A A A A 3/• P TTING B Z W [� NEW 1-PIECE 3:3� 4 ENCH (4)KING w SHWR UNIT EXTG DECK r--� i• STUDS PROVIDE BL'CK'G I q I 58- i FOR GRAB BAR , in U) w a � 0 3'z• 10,-0• s'-s3/,• EW 11 DHEN BY OWNER21 NEW M�F 'FL OAPS GRAB BAR NEW LAUNDRY SINK Y N I ` J EXISTI I G CAB 8, iq OoID COUNTERS TO BE ee NEW GARAGE BY OWNER NEV 17'-0"X 23'-0" TITLE: T-6NEW UEN 6 —�` CONC. NE;, , 0 11 PLANS \//n REMOVE O CLA I I I I 8'-10• LAST I (3)KING SECTION OF TUB ��� \ 7 9 TUDS EXTG DECK — `_410'-4Y" T-838" 8-0^ 2'-10Y" Q E AN 1'-10ys" EXPAND CASED OP'NG 758 / I d 8 LINEN EXISTING WALLS TO BE 7' / I / cn c rn L DEMOLISHED 3'-4yg' 3 0^ T-3%" I / N o a,R 1 a =a-m g F EXTG LIVING m m o 13'-O"X 16-T - 6,O aL cL EXTG WOOD 5 UP v 3 0)m DING+6" W C6 C6 8, 06 N m u�i ptp O �~ 75 c ALL EXTG WOOD IS W STRIP OAK EXTG BEDROOM PATCH AND REFINISH AS REQ'D 7g rn 12'-0"X 11'-0" O E EXTG WOOD (3)KING UP TUDS EO o $ EW DECK FOR SIDE ENTRY V (0 € C EX EDGE OF EXISTING DRIVE to = (I) U) / EXISTING HOUSE NEW C NNECTOR NEW GARAGE V WALL TYPES: C =EXTG 2X4 WALL TO BE DEMO-ED + OEXTG 2X4 WALL,INT.&EXT. e I ®NEW 2X4 WALL,INT.&EXT. EXISTING FIRST FLOOR: 840 SFK EXISTING SECOND FLOOR: 360 SF PHASE 1: SCOPE OF WORK: F; TOTAL: 1200 SF 1' GARAGE COMPLETION EXTERIOR: b. t CONNECTOR:EXT.FINISH ONLY 1.NEW CEDAR SIDEWALL AT NEW AND EXTG.BACK WALL PROPOSED FIRST FLOOR: 1040 SF PHASE 2: (NOT ENTIRE HOUSE,ONLY AS REQ'D TO PATCH INTO PROPOSED SECOND FLOOR: 520 SF 2ND FLOOR SHED DORMER NEW) PROPOSED TOTAL: 1560 SF 2ND FLOOR RENOVATION 2.NEW ROOFING AT NEW&EXTG Date: 09/01/2009 PHASE 3: 3.REPOINT AND REFLASH EXISTING CHIMNEY PROPOSED GARAGE: 432 SF KITCHEN RENOVATION INC.CONNECTOR INT.FINISH FIRST FLOOR: Sheet: 1ST FLOOR RENOVATION 3.ADD NEW MUDROOWENTRY/KITCHEN ZONING: RF 4.ADD NEW 430 SF ONE CAR GARAGE MIN.LOT SIZE: 1.0 AC { 5.RENOVATE EXISTING KITCHEN(NEW CABTS,COUNTER 30'-W AND APPLIANCES. MIN FRONTAGE: 6.DEMO EXTG 1ST FLR BATH. FRONT SETBACK: '-0"SIDE/REAR SETBACK: 15' 7.NEW 1ST FLOOR BATH Al ml -0" SECOND FLOOR: MAX.HEIGHT: 30'-0" FIRST FLOOR PLAN 1.ADD NEW DORMER INDICATED 114"=1'-0" 2.ADD NEW WINDOWS,REPLACE EXTG GABLE END WINDOWS PER EGRESS CODE PERMIT SET N ' s J 3 ? 2 .1 .1 2'-0^ 28'-0"NEW SHED DORMER O LL (.., 2'. 7-10Yz' a'�Y" a' Yz" z'-1oYz" 2�_y W W W U a G a Z a U ATED STORAGE ry W DN,14RQ 0 Gi _ NEW BA \ 8",13 T Q 10" U) z io `6'-6"X 6'-3" ui TILE, C/3 - - - - — X- — - - - - CAI 1S8^ p LLI �-_) O 12'-0Y2" 6'11" 12'•6Y2" Z C/1 � DEMO EXTG KNEE WALL, DEMO EXTG KNEE WALL, REMOVE EXTG CARPET REMOVE EXTG CARPET O EXTG BEDROOM o TITLE: 12'-a"x10' EXT'GBEDROOM F p NEW CORKK 12'-0"X 10'.6" a'� p PLANS NEW CORK z REDO EXTG CLG REDO EXTG CLG 1� ate a^ �8 < E 8 0 C _07 pp m a � u�C) cg -o(o n S Q �rnrn c� 3o0 EE co a 5 c"mLoL t 1 2ND FLOOR PLAN 175 p 1. 1/4"=V-0" C� k C F WINDOW SCHEDULE I E p :MAIN HOUSE: 0 N KEY CITY FRAMESIZB ROUGH OPENING MFG. MODEL STYLE MUNT. REMARKS U e A 6 2'-5 1/2"x Y-3 3/4" 75 1/2"X 3'4 1/4" MARVIN RDH 3040 DBLHG NONE cp m B 6 25 1/2"x Y-11 3/4" 75 117 X 4'-0 1/4" MARVIN ITDH 3048 DBLHG NONE c C 1 2'-9 1/2"x Y-11 3/4" 7-10 117 X4'-0 114" MARVIN ITDH 3448 OBLHG 818 8 OVER 8 MUNTIN CONFIG.SDLs � N D 4 25 1/2"X 7-11 3/4" 75 1/2"X T-0 1/4" MARVIN ITDH 3036 DBLHG NONE > R E 1 V-9 1/2"X 2-11 3/4" V-10 1/2"X T-0 1/4" MARVIN ITDH 2236 DBLHG NONE f/1 y F 2 2'-W XT-3 1/8" 2'-T X Y-3 5/8" MARVIN ICA 3339 JCSMNT NONE EGRESS WINDOW `s NOTES: ALL WINDOWS TO BE INTEGRITY from MARVIN-WOOD ULTREX SERIES 4 ................._....__........................._._._....._..............._._._..._.__..._.. ......_......__..............................._..................._._._....._...._...__...__..............................._........_.................... _._.............. ..... ......................... ...... ........... ............ ......._..... ..... _................... _... c ALL MARVIN WINDOWS AND GLASS DOORS G WITH HIGH PERFORMANCE GLASS(IN. ...LOW-E W/ARGON) ALL MARVIN WINDOWS WffH MUNTINS TO 9NO'BE SIMULATED ONIDED LfTE SEE ELEVATIONS no MUNTIN INSULSHIELD IG G NG CONFIRM STANDARD HEA I.............._... ...............)......._..._..............._............_._._. LAZI _._........_..........._............._..._D HEIGHT:..__i..._...................f. USE TEMPERED GLASS HAZARDOUS LOCATIONS PER MASS.CODE 780 CMR SECTION 36.03.20.4.2. VERIFY EGRESS REQUIREMENTS s� DOOR SCHEDULE DOOR FRAME KEY CITY FRAMESIZE ROUGH OPENING MFG. MODEL TYPE TYPE MATL FINISH HAND REMARKS 1 1 3'-0"X6'-8" SIMPSON 7662 EXi.INSWING FBRGL PNTD IBUNGALOWSERIES 2 1 5'-11"X 6'-7 1/2" 6-0"XV-8" MARVIN ISFD 6065 EXT.SLIDING FD WOOD PNTD XO NO LITES,SCREEN/STORM DOOR 17 Date: 09/01/2009 3 6'1 3'-0 5/16"X -7 11T 3%1 5/16"X 6'-8" MARVIN IIFD 3065 INSWING FR_DOOR WOOD PNTD XL LEFT HAND,NO LITES 4 1 Y-0"X6'-8" THERMATRU S118 EXTANSWING FBRG PNTD FULL LIGHT Sheet: 5 1 8'-0"XT-V TBD TBD OVERHEAD GAR.DR WOOD PNTD 6 1 2'-6"X6'-8" THERMATRU TBD EXT.OUTSWING FBRG PNTD 4 PANELS 1 2'f"X6'$" THERMATRU 514 INT.INSWING STL PNTD 4 PANELS,I HR RATED FIRE DOOR NOTES: ALL MARVIN DOORS TO BE INTEGRITY"WITH LOW"E"GLASS AND WHITE CLAD EXTERIOR,CONFIRAA HANDING 2 SCHEDULES Al ■ 2 �A,I-V N.T.S. • PERMIT SET .. i■._y�i I._..■ •• INNNNo ■ /-INS■__. I_EE �_r_I .■► mmm .. �� .._ ,■.■ u_ ME 10 al 0]] lily-/iu�� iiiu. mot_ I�iMM��INNiNMi■uiiiii► now ON MEEMMEN I,ME_■._.t.__■.n.t.. lommsmonmmmnnmm 1_■.�_■_•_■.._■.m■..�■ MNM�nmmommi N_■NN_I�N_EMEMEE NNI.NN�E�..,.._■NNMmms ommomliumm No is mmomm ;.�1 �.,.._■. OMM,__■.__INN long _IMI A�.■.�..�■.�.�N■N_EMNMN■1ommommi ..___t.l MEN 0 'NMN•mms•mEI �iliilililiui ■'�■ �iilill MIEWmonammonliiMMM uim■ ■ ■ iiiii ■■�■ I■iiMi II... 1�t� ■■■ iuil iiiiiur-----------------NEMMM I iiiiiui ' iii im_2 W=mnm I_ENNMNIN■ nommom _■tl.tl_■__■._..■I IIN_■E .___mmm ■IN_EI EMN IMINI ■..._■. IIIIII�IIIIIIIIIIIIII IEMNMNt1 IEMNNN■NIam, -m_■N__ I■MN_ENNM■ ■■f■■ EMN_EMNMEMN_ENNI MNEMM IEEE E_u■ IEEE NMm uMI EMMI N_EMNE EN_ENNI[mom] isommmal M MEMMNIil EMNN■NE ,amIENN_EE_MI IEMN_■E_MEMM_■■_ MMEMM E_E■E _MEMI EE■I emo ,',:,i■ t_.I INMEE_■ IIIII MN_E■_I EN_EEMINI�NE■MIMENE ._■.._■..��� �_■MNN■MN_■NNNII IMN_■���. ■MN_■��� ■MN_I INMI MINE 1■MNMIMI NEMN_■■ MEM__INE.��aNM■MMME ,• . uMNMu_oMN_iiiiEMNMEMMMUN_uMl ENEMN_EM_iiiN_EM_MtMIiGiNNNtMI nMNMENM_M ENMI __EMNE EN_ENMI ENMMNMNENNMEMNM■MM _EMNMNIN_EMNMN■N_ENNMNIN_EMNMN■I I■N_EMNNNIN_■MNMN■N_EMNNNIN_EI MMM■N_EMN■ MINI IMNMNIE I■NNMN■I IENMNN■N_ENMNNIN_E■ IEMN_o_MEMN_M■_NENN_u_MtMN_■E_ MMEMN_EEmMEMN_EENIMtMNME■_MENI E■E_NENN_E OMINI IMMEEME MN_EE_I ■__u_.u__u_NUE INMIMN_EMN MIME IEMN_IMI 11111HHM111111111111111 MEMNNIE MEM__■MNMEM_M■NN_I , ,immoommiim■iiiiiimEiiiiii IiimEiiiiiimEiiiiiiniiiiiimil iii■imEiii iiii I�iii■i tlltttttttn.a mmm i mommoni�iiim■imm .•. iiiliNMUNMUMMUN�MNMliiiiiiM uN�MMM�N_uMM�N_EMMM�_i �MUN�ii i■ii i% 111111IIIIII11111lll'llli%IiuMMUN_EMMMUM_�I ELEVATIONS in CID 8 . . . ,- Go CID — — E ID .. N� NNE /N■N_■M\ ■NI■� Itsca Luigi � � I■m002 am ME FA/�EMN IN_11� i■ EMNEEEM EMMM u 1■mommmoo■nm- a -� MI /MMN■�ENNMM MMM� 1■■ IMNIN_EMMMMIM \N_EmNNNmM_t ICI u .� � . .., ■_ENNNM E_■MNN■.__■NN_■NN_■NNN■ _IMN_■NNN■NN_EMmoo ■.NN■NN_■NNN■MN_EMN_IMN_■NN_■NNN.NNMIMME INN_■MN_■NNN■MN.■NNN■NM_EMNM■MN_EE.I -.MI ism - [Emu Mumma mommom lmmi [NEW NMI lsmomi lnmmmmmm Omni own ON No uN 'Mom am immi . immi mmm uNMlnon .NNE. • • ....._..... . . .....nommi 1_uNNEN ..._.ommmm.MEMMM.....IMMENEmnsi I-.I L_ =amIsom mom on, III EWEN nomm lmmomi smoom [Mumma moon mommonon ilia ... IEI ..1... II_EE INMI .. IN IN_I .... ..... ..._...._._. N■N_I ......_■ _....:.:_.. ::. _ mmma no Ilo IEMNM■■_MtMN_EE_MtNN_EE_MEMN_■■ NMI IEE■NEMN_E■_M■NNE I■_MEMN_■E_MEMN_IE_MEMN_■E_MEMN_EE_MEMN_■■_ME■ 1_■E_MEN IEMN_E■MIMtMN_EE_NEMNin in, uN_uMMEMNMUMMEMMMUNMEMN_u MI NUM OEM_uNNEMNE MMMUN_ENNMEMN_EMNMUN_uNNEMN_EMN Eno MMMENNNn I_ENNNEN I� uN_■M_MUN_■MNNEMN_ • . . • . . .. • Date: 19 1 11• PROVIDE NEW EGRESS WINDOW IN EXTG WINDOW RO. NEW 30 YR ARCH.ASPHALT �/ SHINGLES,TYP.AT ALL 13L ROOF,NEW AND EXISTING O 1X4 PNTD K TRIM WITH 1X2 w w SILL,1AS INDICATED,TYP. U a a ool MATCH EXTG Z a Lu EXTG SIDEWALL TO REMAIN Q [� AT EXISTING SIDE ELEV.NEW r� ® SIDEWALL AT DORMER, U) Z KITCHEN. a w � o z c � MARVIN HINGED PATIO DOOR,SEE SCHEDULES TITLE: ELEVATION & SECTION 1 NORTHEAST ELEVATION SIDE 1 1/4"=V-0" e 8 d y N C x N 9 EW DORMER <o rn 112 12 y C 6 3 13 PROVIDE NEW EGRESS Q y TYP.NEW WALL CONSTRUCTION: EXTG ROOF AND KNEE WALL WINDOW IN EXTG WINDOW ado y co ao 33 NEW W.C.SHINGLES,UNTREATED,5"T.W., 1 p� 2 8 LLAR TIES RO. ccn ao�C3 3 FE i /� NEW 1"RIGID INSUL.R:5 CONT.(S AIR SEAL AND INSUL. _ PENET S) ENTIRE ATTIC NEW RIDGE BOARD(LOCATE (0 NEW 2X4 STUDS 6" C W/ w RIDGE BELOW DORMER U 3 1/2"BLOWN CELLULO I 00L.R:13 ~ O N WINDOWS SILLS) r "DRYWALL a EXISTING BEDR M 12 cn g z_ N 19 12 p 0 u) �33.25 V m 8 I'_XISTING 2X8 JOISTS NEW CLG JOISTS - C TYP.NEW WALL CONSTRUCTION: -0 N NEW W.C.SHINGLES, — w 4EW BATH XISTING BEDROOM ® ® w UNTREATED,5"T.W., g 0 g 0 FELT Q' a z a i NEW KITCHEN NEW 1"RIGID INSUL.R:5 15 CONT.(SEAL ALL 3 x 3: PENETRATIONS) n `4 NEW 2X4 STUDS Q 16"OC e' 0 io W/ C 3 112"BLOWN CELLULOSE INSUL.R:13 XISTING 2X8 JOISTS }"DRYWALL e E m AIR SEAL AND INSUL. � XISTING FULL 4 z NEW CRAWL SPACE FOUNDATION _ ASEMENT AIR SEAL AND INSUL. NEW CRAWL SPACEy ENTIRE BASEMENT Date: 09/01/2009 14`' " Sheet: �2� SECTION (cD- NEW DORMER 3 SECTION R KITCHEN A201 PERMIT SET SOLAR pv PANELS LL F. w NEW a ARCH.. U ASPHALT - SHINGLES,TYP. w NEW MARVIN INTEGRITY z WINDOWS. F-� 1X4 PNTD w a O TRIM WITH LL APRON AS INDICATED, TYP.MATCH �J J EXTG 11 O C) NEW W.C. E [ SHINGLES SIDEWALL,5" TITLE:. TW,TYP CONNECTION TO HOUSE H 7ELEV & OVERHEAD GARAGE DOOR, SECTION PNTD ILI I I IE GARAGE E d 8 M C Gf N Co t x H t NORTH ELEVATION 2 EAST ELEVATION 3 SOUTH ELEVATION co�o co �' < 2 CD CL E RIDGE BEAMI(2)1 3/4 X 14"LVL BEAM co M c c C'4 ca t 12 12'-0" a 9 NEW 30 YR / 12 U C E k ARCH.ASPHALT 14 4-5L •21 � a SHINGLES,TYP. SOLAR PV NEW SOLAR THERMAL PANELS FOR DHW& r12 W PANELS RADIANT FLR HEATING,BY OTHERS 91 O FM 0 ° NEW MARVIN TYPICAL ROOF CONSTRUCTION: FRS C INTEGRITY 30-YR ARCH.ASPHALT SHINGLES 76• 0 �p WINDOWS. ICE&WATER SHIELD @ LOW PITCH 4' ROOF(DORMER ROOF) pNj y 1X4 PNTD }"EXT.PLYWOOD SHEATHING UNHEATED STORAGE TRIM WITH BLOWN CELLULOSE INSUL.-R:38 ?: s APRON AS 112"DRYWALL AT STORAGE AREA 7 INDICATED, 11 7/8"230 TJI JOISTS,19"OC o, It 11 TYP.MATCH LVL HEADER OVER WINDOW BANK EXTG HEADER OFF STAIR WITH DOUBLE NEW W.C. LVL BEAMS:(2)1 314 X 11 7/8" 10'-10" w SHINGLES 'TYP.EXT.WALL CONSTRUCTION: z o SIDEWALL,5" W.C.SHINGLES,PREFINISHED,5"T.W., „g " TW,TYP #15 FELT,LAPPED cr }"CDX PLYWOOD, °P Mz bo v DOUBLE STUDS ATK 1"RIGID INSUL.R:5 CONT.(SEAL ALL `O x SOL AND TOP It It It PENETRATIONS) a P TES,TYP. e 2X4 STUDS @ 16"OC Witi ; 3 1/2"BLOWN CELLULOSE INSUL.R:13}" 1 CAR GARAGE A DRYWALL Date: 09/01/2009 Sheet: 42� e� �1 WEST ELEVATIONSECTION 1/4"=V-0" ,2 1/4"=V-0" A202 PERMIT SET I ` W.C.SHINGLES 5'T W PROVIDE 518'ANCHOR 31B'FURRING STRIPS FOR AIRSPACE BOLTS ON 3 X 3%1/4' 1'RIGID INSUL,TAPE AND SEAL PLATE WASHERS,24'OC. ALL JOINTS,PENETRATIONS,TYP. LOCATE ANCHORS WITHIN 6-12'OF THE END OF EACH PLAN 12'SHEATHING SEALANT CAVITY INSULATION R-13 O 2-H4 RE-SAR_� LL E.y 4'CONC.SU1B ON W GRADE,PITCH 2% OFOUNDATIONW FOR DRAINAG 7a (' SLOPE 5% Z EXP.POLY RIGID Hill INSUL w a � 0 a'CONCRETE FOUNDATION WALL G-��• 4 �] 5 DAMPPROOFING 4 •? w O (2)a4 RE-,R 3 (4)KING STUDS 4'PERF.DRAIN (',�^y'JL WRAPPED FILTER CLC u/ TITLE: SURROUNDED By J GRAVEL • NEW CR kWL•SPACE �0 H� FR FOUND. & 2.#4 RE-BAR 4 2 � � 1ST FLR do FRAMING �. - ---- :.. CIDE 2 FOUNDATION WALL TL S1.1 aia•=r-0• d N M C m U N N t x y a Am c Q C) hy. C10 C ,. ?� ElO Q 3co� O � y cu co O N m to to �J Q) u~i � � c 0 U C 2m O � a O E NN LL E 0 mx ryp � C C <p to g � � y (3)KING STUDS Q' e O O O e in io io a ai N ai 1:�• CpNCe' O O O ry pFN/N LL U. LL m m cD �n N N N f�z z z z y cn y ( Si . w w w $" Date: 09/01/2009 GENERAL NOTES: 1.DESIGN FOR SHEAR IS IN ACCORDANCE WITH THE MASS.CHECKLIST FOR COMPLIANCE s THE Sheet: AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS:100 MP WIND ZONE.FOR WIND EXPOSURE CATEGORY:B 2. PROVIDE ALL NAILING IN ACCORDANCE TO AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS TABLE 2:GENERAL NAILING SCHEDULE. FIRST FLOOR FRAMING PLAN & FOUNDATIONsi PERMIT SET 4 5 .1 I.L 3� (4)KING STUDS p IL [.. 11i W 21'-9' 7g U a a Lu Az.1 � 0 � R•/] w a 0 a o b � ou W PRVIDE Z X r(j1 3/ X N /4" US LVL EA R v ��- OC @(2) 48" 2) END BAYS, d TYP. TITLE: > E1111 L o y� 2ND FLR a ❑ N W FRAMING r� e x O c? ty N m _ z z a g V c 8 I Il (O p •y -,E.ow v E GB RI W L I 13 y" I III III <.cm cg (2 1 3/ 7 1 4"F USH VL EAD R POST DOWN -o to n t (3)KING STUDS 3 cn� e ao y co ao NCOto� �O i0 f0 C 2 H N (n co O O O - 8 I �- CD ELLfA g a� w LL POST UP&DOWN E N N N o z z z co-) M C W W W M 7 7 to GENERAL NOTES: y 1.DESIGN FOR SHEAR IS IN ACCORDANCE WITH THE MASS.CHECKLIST FOR COMPLIANCE&THE Of y4 AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS:100 MP WIND ZONE.FOR WIND 3 EXPOSURE CATEGORY:B 2. PROVIDE ALL NAILING IN ACCORDANCE TO AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS TABLE 2-'GENERAL NAILING SCHEDULE. i 9 i± 1 SECOND FLOOR FRAMING K z� Date: 09/01/2009 Sheet: Slm2 PERMIT SET O E-' v� 5 U a 3 1 Z a 2 .1 W 1 W a O 28'-0" 2'-0" f 11.1 \f o Z � h TITLE: Q O" '4 ROOF FRAMING o q ° m W o �W r` p' d 3 a LL K p Q rvp � C O_ o X ry p N N L x N N N �O a.r�.A 8 Q4 � - n 6 s 1 1 3/4"X 14"LVLs RIDGE BEAM Q y rn rn c0i 3ODO ry �00 18'-3y" 13'�Y2" PRVID RIDGE STRAPS PER AWC N co Lo� e GUID TO WOOD CONSTRUCTION IN -� HIG WIND AREAS. SEE TABLE 13. 18 O U C € (m r E . Eo POST DOWN TO EXTG O d FOOTING IN BASEMENT ) Z GENERAL NOTES: N 1.DESIGN FOR SHEAR IS IN ACCORDANCE WITH THE MASS.CHECKLIST FOR COMPLIANCE&THE AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS:100 MP WIND ZONE.FOR WIND 5 EXPOSURE CATEGORY:B 2. PROVIDE ALL NAILING IN ACCORDANCE TO AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND n cm AREAS TABLE 2:GENERAL NAILING SCHEDULE. V e ; Z "G 1 ROOF FRAMING PLAN S1.3 1/4"=V-0" Date: 09/01/2009 Sheet: S103 PERMIT SET