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0117 INWOOD LANE
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I r 1 t ,. f I I i •.r `I , n_., 'li. ,r 1, I , 4 -s I ,a t FI'll rf a Q°.• /t ,,II o , I :{ r. ♦'1 _ ! ). . 11 , U fl ,I I Its r. f P q n r t I �.1, ., II , v , I ; 1 �{ �I I . ..f �U r I 1 , I I! , r 1 I. ;lL. 1 , .. t/ I,, , , I I pI C , l 1 I 1 11 ,, t .1, _ V1:1I > t ft .r"I j f. IIt I} ,.,Il 1 a,' p II I rl , I 1 r f r I -.� I u ]I •% r I .1 1 ,� I 11 l,I I 1. r a tI I. -n m , °h v ^ 1 n - 1 �i ,. J, I . ., •,O I. I,V J. .I r .,, r, I , r` ° •:n I �' 1. .( A 1 , (. Il, _ L, I J I , r , - r r+ rht I ,I > I' I. I I - I I, I / zI I , 1 ,Ii I , } L ,() A r.a °•I r i ' ,., I . ,: i .I I I .. .:, 1 e.. 't k.I d::..� ?. 4 n IR, n ul i Town of Barnstable �FTNE ram, regulatory Services do Richard V. Scali, Director ,AP,s,AB Building Division BABSTABLE MASS a°AFuscs c°°iaw5a uii 9� %639. �m Thomas Perry, CBO 1639-201d iDrEo�'"0r A Building Commissioner3Dg 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 er Se tem p b 5, 2014, Richard Roy 123A Queene Anne Rd. . Harwich, MA. 02645 RE: 117 Inwood Ln., Centerville, Map: 225 Parcel: 028 Dear Mr. Roy, This letter.is to inquire on the status of building P PP permit application number 201304956 q issued to remodel the above referenced property. The last building inspection was for insulation and took place on or about March 4, 2013, 2013. A final building inspection is still needed. Please contact this office and arrange for a final building inspection or provide an explanation for the apparent lack of progress. Thank you for your anticipated cooperation in this matter. Respectfully, . r L. LaGon Local Inspector jeffrey.lauzongtown.barnstable.ma.us r (508) 862-4034 i Town of Barnstable • ?a y.snti,;.s" r„„ s. "," a,.•r vr . '*y ,°"�':F^ sy+,S" r .rh Building k: A;-E��#t .. •� F_,sl ,r.;m'- ,t'+ .,`tea" a" R �� `� ''<.. �"" .. �:« ", a ,. •��. di _ zP..,ost This Card So;;That it isUisibleFrom the;StreetApproved:Plans Mus#be_Itetaened on•Job arld#his Carta Mint be Kept pARNtTCAHi.E, • , ` e Posted Until Final�lns ection Has BeenMade� < p yam " Where a`Cert�ficate,of Oecu anc s Re wired,suchBwldm shall,Not be Occupied u.,n#il,aFinal Inspection has been made 1 ei 1111� Permit No. B-18-2300 Applicant Name: RYLEY CONSTRUCTION LLC. Approvals Date Issued: 08/08/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 02/08/2019 Foundation: Zs�a«rors Location: 117 INWOOD LANE,CENTERVILLE Map/Lot. 225 028 Zoning District: RD-1 Sheathing: h Owner on Record: Baglino, Michaela Michele Lt M`Contractor Name JOHN S RYLEY Framing: 1 k,4 t r Contractor License-GCS 108005 2 Address: 117 Inwood Lane � Centerville,MA 02632 :< Est Protect Cost: $30,000.00 Chimney: _ Description: INSTALL 18"WIDE BY 11 DEEP SHED DORMER, ,Cl,' THE Permit IF $203.00 DRIVEWAY W/EXTERIOR STAIRS FOR ACCESS TO THE SECOND Insulation: s�. Fee Paid $203.00 FLOORNNI Date 8/8/2018 Final: Project Review Req: Unfinished storage only on second floor: �4, _ Plumbing/Gas r� . s _ Rough Plumbing: P z -. .. Building Official Final Plumbing: Ell iu Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized'by this permit is commenced within s xi rn nth after.issuance. Final Gas: All work authorized by this permit shall conform to the approved application and the approved construction document0or4hich) is permit has been granted. All construction,alterations and changes of use of any building and structures shall a in compliance with the local z6n 'byAaws a'nd codes. "K "" Electrical This permit shall be displayed in a location clearly visible from access street"or road andshallbe mamtamedopemfor public inspection for the entire duration of the work until the completion of the same. x � Service: ffi The Certificate of Occupancy will not be issued until all applicable signaturesby the BuildmgndFir�fficials are provided on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work:—Y" ' 1.Foundation or Footing Final' 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons c racting 'th unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Z�. i� Town of Barnstable Ruildin �7j �'"^�.'. „"•�*pn;=�?, P�,:""�.� .:;'::. `.m„a.���r.,_x,., '�,.. <,��E. .Y,. a `.. "","' �� 3 dot•. ;" �'` ,.�;, i,.> �: *�;- .��, �€�'� y" $PostTh�s Gar.'d So�That rt isNisible�From the�Street A, roved�Plans"Must be�Re�ainedon Job""`and�th,�s�Card:.Must be""Kept 3 , - - r • �:' Where a�Certificate'of Occu anc pis=.Re u�redr suchBu�ltlin shalhNot be Occupied,until a�F�nal;Insp=ectionhas b�een.made 1 ei jlll!. Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT td� �`- riF� a, e E MF r -.M . .. 4 V � � a 7 ' Appucaflon .. .8..:'...�BARNUM ... . ................... . _ C.� ::.fi ' ...................... Mom. Permit Fee....... ... ........Od=Fee.. 03¢ ►'� 1 Total Fee Paid....... ® :. . ... .... TOWN OF BARNSTABLE Permit Approval by..................._ .. .... ....... BMDINO PERMIT r------- °l I .. .�............... PmxL...... . ... APPLICATION Section I —Owner's Information and Project.Location L -Project Add -s� f 'Village- Owners Name ( i _` Q < . Owners Legal Address .d-�AXJ dG�� P Owners Cell# E-mail 21 Section 2—Use of Structure Use Group (Z of �❑ Commercial Structure over 35,000 cubic feet , . ' T J ` 1Z® El Commercial Structure under 35,000 cubic feet /vs Single/Two Family Dwelling Section 3--Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure . ElChange of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm._ Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ ,R inin wall ❑ Solar - 1 Renovation ❑ Pool ❑ Insulation Other—Specify Section 4-Work Description F T Act Tmdated:219=19 Application Number.................................................... Section 5—Detail Cost of Proposed Construction Square Footage of Project �SY Age of Structure Dig Safe Number # Of Bedrooms Total#Of Bedrooms(proposed) 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. my Chi Heating System Maso a ElAdd/relocate bedroom ❑ nn ey Water Supply Public ❑ Private — - Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway i Debris Disposal Facility: - I an 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 Rear Yard Required Proposed Side Yard Required ` Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No Lasr,mantm-2/9rz0i8 Application Number........................... ................ Section 9 .Construction Supervisor Name -3bhn S -Ryle U Telephone Number (90 A 1 F� - c1315 Address Y We Bay O-Ok city 054V VdAe State MA Zip 0a65 5 License Number_C.5^ /08 C05 License Type C 5 L. Expiration Date // - 0-6 - dOs 9 Contractors.Email Sohn& ru')evGQI►b rucjol • Coem Celli �10/- y 81-073 /5 I understand my responsibRities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Bolding 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 3�``�a ,•. Section.10-Home Improvement Contractor Name V ~5 Coil l 5'►I UCA'0 I Lt ep ,/ a2gl(J ! r_ _ Tel hone Number • 1/0 Address 8 W eb gal• Zd City CG5 krV1'//e State /1/I A Tip 40026 55 -- Registration Number J 8 oZ e1/A Expiration Date 6 -/ - oZ 0/ 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 HIC... Signature Date Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regalations 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 Date LICANT SIGNATURE SignatureV4 Date Print Name Telephone Number E-mail permit to: T-.w•.,...i-+-A.11 inmm o Section 12 —Department Sign-Offs Health Department © Zoning Board(if required) Historic District Ell Site Plan Review(if required) Fire Department �, ❑ �' Conservation For commercial work,please take your plans directly to the fire deparbnent,for approval Section 13—Owner's Authorization I, i 6rq1i010 as Owner of the-subject property hereby authorize to act on my behalf] in all matters relatilve work authorized by this building permit application for: (Address of job) w - r3 - Zarb' Signatur of Owner daze lWke Print Name Last uDdm:a:2/9/2018 PORATED July 7, 2018 Mr. John Ryley VA OF # . Ryley Construction '0* 8 West Bay Rd. IR�c J. Osterville, MA 02655 , a sFsuc usAL A RE: Garage Beam — 117 Inwood Ave., Centerville, MA Dear Mr. Ryley, At your request, I have designed a center support beam, spanning the length of the garage to support the 2Rd floor joists as part of the proposed renovations to the existing garage at 117 Inwood Ave. in Centerville, MA. The beam should be a quadruple 1-3/4" x 18" LVL with minimum 46 posts down to the existing foundation at each end of the beam. This beam is sized for a live load of 40 psf on the second floor. Should you have any questions,regarding these findings, please do not hesitate to contact me. Sincerely, Eric J. Cederholm, PE Transition Engineering, Inc. 44 Chadderton Way Middleboro, MA (508) 404-0358 ejcpe@verizon.net Page 1 of 1 i :. � � � -� .� �, � � � . � �� � , � � � �, �,, �� r _ � � �� �O �� 1C^. V ��! ���� i �. ��� j �� - ,,,� ..._...ter y' a..__ �/� f .Ot. . �� � �i .. �� �� � _ � -- -tea` � f� �c � s � o � � �; - 216 Thornton Drive Hyannis, ® Quotation Shepley Wood Products United States Quote ID SQAOP006651-1 P.O. Number =-Line Label Qty UOMFamily/Part NumberY �"Urnt Extended _ �. 1 1.0000 EA Entry Door 949.50 949.50 Entry Door System ---- i 2-6 X 6-8, Right Hand Inswing,Smooth-Star Flush-Glazed, Grilles for Clear Lites glass, S2050-SDLLE,Single Door, Double Bore,2-3/8"Backset, 2-1/8"BoreDia,2-1/8"Deadbolt . LJ Dia,51/2'Center to Center, Final Frame Rot Proof Bttm Jamb,6-9/16', No Casing, Inswing Composite Adjustable,Sill Finish Mill, 3 Self-Aligning Hinges, Brushed Nickel- ��� US15, Brz Comp Weatherstrip, e -_flF 1 All prices are in USD Adjusted Subtotal (Discounted) 949.50 Tax 6.25% 59.34 Labor Tax 0.00% 0.00 Shipping and Handling 0.00 0.00 Other Charges(Specify) 0.00 0.00 Total Quote Value 1,008.84 Application version 8.1.0.56 Printed on 7/16/2018 Content Version 2.1.2.0 Page 2 of 2 Andersen. Andersen Windows -Abbreviated Quote Report 1` Project Name: 117 Inwood Lane 400 Series S�reP�eY. Quote#: 2040 Print Date: 07/13/2018 Quote Date: 07/13/2018 iQ Version: 18.0 Dealer: Shepley Customer: John Ryley 216 Thornton Drive Billing Hyannis, MA Address: 508-862-6200 Phone: Fax: Sales Rep: Candice Giantonio Contact: Created By: CLG Trade ID: Promotion Code: Item Qty Item Size(Operation) Location Unit Price Fact. Price 0000 1 $ 0.00 $ 0.00 RO Size=N/A Unit Size=N/A Not Applicable Andersen 400 Series Window White Exterior Prefinished white interior HP Low E4 Glass 3/4"FDL Grilles applied with spacer bar Full Screens White Hardware Andersen A Series Frenchwood Hinged White Exterior Prefinished white interior HP Low E4 Glass 7/8"FDL Grilles applied with spacer bar Hinged Screens Newbury Satin Nickel Hardware 6-9/16"Jambs Quote#: 2040 Print Date: 07/13/2018 Page 1 Of 3 iQ Version: 18.0 Item Qty Item Size(Operation) Location Unit Price Ext. Price 0001 1 TW24310-3(AA-AA-AA) Attic $ 1671.35 $ 1671.35 ROSize=7'55/8"Wx4'07/8"H Unit Size=7'5 1/8"Wx4'0 7/8"H 400 Series Composite Unit, White/Pre-finished White, High Performance Low-E4 Top/Bottom*High Performance Low-E4 Top/Bottom*High Performance Low-E4 Top/Bottom Glass, Divided Light with Spacer Top*No Grille(s)Bottom*Divided Light with Spacer Top*No Grille(s) Bottom*Divided Light with Spacer Top*No Grille(s) Bottom, Mulling Location: Factory(Direct), Mull Type: Narrow Mull, Mull Priority:Vertical Viewed from Exterior Insect Screen, White COMMENT: *Closest Standard Sizes* Unit U-Factor SHGC -1--0.31 0.28 2 0.31 0.28 3 0.31 0.28 0002 1 FWHID2768(AR) Attic $ 2491.43 $ 2491.43 RO Size=2'7"Wx6'8"H Unit Size=2'61/8"Wx6'71/2"H A Series Unit, Inswing, 6 9/16" Frame Depth, Gray Sill, AR Handing, White/Pine, White- Factory Painted, High Performance Low-E4 Tempered, Divided Light with Spacer, Colonial, 3W5H, 7/8", Ext Grille-White, Int Species- Pine, Int Grille-White- Factory Painted, Factory Applied Satin Nickel Hinges Hinged Insect Screen,AR, White Viewed from Exterior Hardware Trim Set, FWH/FWO, RH, Newbury- Satin Nickel Lock, FWH/FWO, Exterior Keyed, Satin Nickel U-Factor:0.31, SHGC:0.21 Quote#: 2040 Print Date: 07/13/2018 Page 2Of 3 iQ Version: 18.0 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations kqjp 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Ryley Construction LLC Address: 8 West Bay Rd. City/State/Zip: Osterville, MA 02655 Phone #: 401-484-2315 Are you an employer? Check the appropriate box: Type of project(required): 1. ✓ I am a employer with 1 4. I am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2. I am a sole proprietor or partner- listed on the attached sheet. 7. ✓ Remodeling ship and have no employees These sub-contractors have 8. Demolition workingfor me in an capacity. employees and have workers' Y p tY• 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 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: Selective Insurance Policy#or Self-ins.Lic.#: MAARP300349 Expiration Date: 05/20/2019 Job Site Address: 117 Inwood Ln City/State/Zip: West Hyannisport, MAd Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Siknature: Date: 07/12/2018 Phone#: 401-484-2315 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical.Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: .� F .A Town of Barnstable dingy Post This Card So That rt is Visible Fromthe Streetn Approved,Rlans Must be Retained on Job and5thls Card Must�be Kept 14'Ass Posted Until Flnaf Inspection Has BeenMade �; a k s y earl+ Where a Certificate bf Occupancy=ls R qed,such BuildmgXshall Not be Occupied until a Final Inspection has been made„ Permit NO. B-18-3502 Applicant Name: ROBERT K BOUCHER Approvals Date Issued: 10/25/2018 Current Use: Structure Permit Type: Building-Smoke Detector-Fire Alarm Dection Expiration Date: 04/25/2019 Foundation: System Map/Lot: 225-028 Zoning District: RD-1 Sheathing: Location: 117 INWOOD LANE,CENTERVIILE Contractor Name:;- ROBERT K BOUCHER Framing: 1 Owner on Record: BAGLINO, MICHAEL A& MICHELE L Contractor License: 1317_- 2 Address: PO BOX 615 Est.,Project Cost: $ 200.00 Chimney: WEST HYANNISPORT, MA 02672 Permit Fee: $35:00 Description: ADD HEAT DETECTOR TO EXISTING FIRE ALARM IN,NEW ATTIC OVER Insulation: Fee Paid: $35.00 GARAGE(DETACHED) GARAGE HAS EXISTING'HEAT DETECTOR Final: Date. -- 10/25/2018 Project Review Req: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: is Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized,by.this permit is commenced within six months afterissuance. Final Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall,be in compliance with the local Toning by lawsand codes. Electrical This permit shall be displayed in a location clearly visible from access street or road and�shall be�maintainedopen for public inspection for the entire duration of the work until the completion of the same. Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and<Fire-Officials are, Qvided on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work:' 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: : 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: -c o " Application Number.......... ... ..5... .................. Bo BARNSTABLE PermitFee..........................:............Other Fee.................:. MABt3. 163 12 Total Fee Paid. .......... TOWN OF 114"STABLE Permit A*oval ...... ............... .on..Jo hs �.... { BUILDING PERAUT ........PM=L.......... . APPLICATION Section 1 — Owner's Information and Project Location Project Address JZ 2 �L�Oo (�.o.tel � pillage rat (,t �l� Owners Name Owners Legal Address City �t-/��' State 1W . Zip 0 L&-7 � r Owners Cell# 7' 7 Email A/Z Section 2—Use of Stractare Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet 4 JRSingle/Two Family Dwelling Section 3 —Type of Permit r B: ❑ New Construction ❑ Move/Relocate , ❑ Accessory Structure ❑ 'Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty Fire Alarm Rebuild ❑ . Deck Apartment a Sprinkler System ❑ Addition ❑ R, mina wall ❑ Solar, ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4-Work Description QS QS T act nndsdr:7192019 Application Number.................................................... Section 5—Detail Cost of Proposed Construction ' DJ Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms Existing 0 Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics i Qg-Wiring ❑ Oil Tank Storage Smoke DetectorO ❑ Plumbing ❑ Gas '❑ Fire Suppression j ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I an using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ l Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) j Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last imdated:2/92019 Application Number............................................. Section 9—.Construction Supervisor Name --�25G�s/j�� Al, r Telephone Number --57-0g 3 Address S"�12� Z City�-S zip 0 z6 q License Number � 7L License Type �'- Expiration Date 7 Contractors Email CAllCell# .r3 q'f �s I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Budding Code. I understand the contraction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license., r - , Signature �R s..N`Date l o Via- Section-10 —Home Improvement Contractor Name Telephone Number Address City State zip Registration Number Expiration Date I understand my responsibilities under the rules and regulation for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspection and docuaientation required by 780 CMR and the Town of Barnstable.Attach a copy of your EUC... Signature Date Section 11—Home Owners License Exemption Home Owners Name: Telephone Number 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 inspection and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date f Print Name ��rs .,�;—Y 731_—, Telephone Number E-mail permit to: T-..f.. A..a-A.n mnni o Section 12—Department Sign-Offs Health Department © Zoning Board(if required) ❑ Historic District ❑ Site Plan Review Cif required) ❑ Fire Department ❑ `. Conservation ❑ Forcommercial work,please take your plans directly to the fire deparbnent for approvab r Section 13;�.Ojnergs Authorization 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 j ob) Signature of Owner date i Print Name a � Last undated:2/9/2018 © © r iiii:L:.:LLL:::::.:'::"•:::::'::i:.u:'::.:L:•:�:Situ`i.+'T,il i:'::'•i:■::,ii�i::i•�T■.90.64 is L�■LL'r•:L:u:�i:L:'i�'T:T::�t•'I�inr �:rr �:::::::i:'s �:::a::: 1 : rrrrir:::aa: ::::�:•'4�:::j:•:::•t::::�s:::::::.:t.. 1®I i�■tt�ll ... T:.N....u:u.uu.uo.on a t.. 1 I�I I i!i♦! ... ......1 ......... . T.. I r r::'Z::S::;'�::�::•::SS:'•: r:�t::::t... :.'.�:�:::::�: :....SL.....:St......................d:��::r:::1:"1::'�:r::5t. 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Un.rtnrnr r.. nnn.n nnU r r..n.rna••�•• •• rrnu.r n..nm r Sr nunnnjnur rnnnnm�•••• �••:•� f:::::b .... ou.� uu.0 nuua r.r.�.�i1 7osls$@ n.mn r�,,.��r�lira j nrr�r�..... ...n�, .....��� `•.••• rrr No.,:s.nnmrr.r�i �nmm. n.;.r.nr r••n� •••••• ,a sm,.. •••• n @Isas ur.nnnuu n nnnnn a rrw unrn•,n. :...... .....■ 'a 0 I as a IN as .....z1--------- —------- -------...... .. .. .-- .. a�11tIt�71E>� 0 aliit�ittll��7- RYLEY • E .. RYLEY CONSTRUCTION PROJECT NO. 18018: GARAGE DORMER 117 INWOOD LANE . CENTERVILLE, MA 02632 � � � � ? � r�✓� r,,fit i �&.��-� �.*a+J'd`�"."���x fr t b,<'. �' / �.�,.���z�a`�� � �c � �x�� �'+� �' ti.^... _,+il ilip , r y, T4 �.�,21b + �R'r t��k�� - �z�y;.;t, f l �� � _ 1,. r <:�`. '' 'r,. 'I� � I + zx:� ti v' i:1.�1� • rx , al �II lx.arri ..�'s!i '7 t -.� :, �:i -i x.l+ I a "a �a, ��� _..___,•.,.�,._ . r I I m I I 1 � �.P. y ,� �"ftr'µ+ 7d �'" '(1 '� 'r' P'{ ,.- � i I `7 "� f� •(: y.r' �I II{+] r: :+ �I `.�' ac y { Y; � � •+°`d� �y ��e '�� � .. I �.i�t� f�l L 1,;+� , Fn. ii�:t '�i1 (`�' 7 '�(: 1 I I is .,F_.,-' u J1 j R 1" 1 ,y p5+py�Nky ° � ,r<+' y�"�S�P,.1�' DRAWING LIST wo. ePueT wane of oFMo vuNs U pESIGNED/DRAWN BY, Al PLANS,LEC.BdDS AND SCHEDULES _� /� /�o ( �,n. ❑ Designs 6y Mafshall,llC A2 ECMOR S"ATION5 // .,,+,� C• �.. Aa IFRAMNOPLWS AND SEMON I FINAL DRAWINGS ISSUED ON: 0610 77/20 1 8 � v 0 v ••■•••••••.liiA'ai.Siii."II.S'Ti::'LLL�i:L'iiii:a:'LLRL..�dS:. .5'KRR 1� +:a: S:� ...,....•.". I I I III :4NN. � .'.'.a"L':j::::••'::ia:..:�: �:a.R::J..'::.:�:::R.: ri�i Is&--iS :..::}:5.1:S:•i; _ I I��f .uu ,.u ■w'.'+ou..un:u. • u .........iG ills.?... .........+............r ..................L........r...........i.•...r...i................0 y'L•�Il�i�!h�'iibiii ................iii�ii"i i ui �_�sii ji+ i:RR�:�u ii+:R�:i':RR�RR..... ii yi,�L:'s'Ri RLo ■_■ ■ .unj��Rli'RY1�;.R'0-0;'.LR:r�n.Lu.o1i'luii'RRR'•i'iL::L•••Rja. 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".nmi �ifnlinSriinlls�iiZ�i i°Iii,oiiiirir,n,i�iiiiii'(iii - �j �l�,se��YI���I1�l���0�������a�����r}_��I����� �o.ai'��'�'.ie'+.•.I�Lk�!-_:�r�i" '�'�',^.•. 0 OR 1,16,W,ii .iiii� S v Section 12-Department Sign-Offs Health Deparbnent © Zoning Board cif required) ❑ Historic District ❑ Site Plan Review Cif ❑ Fire Department ❑ Conservation ❑ For commercial work;please take your plans direly to#he,fire dqwtnad for upprmaL Section 13—Owner's Authorbmtion as Owner of the-subject property hereby authorize P r� (c� r'' S to act on my behalf;in all matters;relative to-work authorized by this buildingppermit application for: (Address oflob) Signature of Ownerdate L i�Name < z. x Fold,Then Detach Along All Perforations tOMMONWEA .Tt OF-- THE FOLLOWING LICENtEAS A - REOF TTE ED SYS T IrM.;CONTRACTOR ROBERT K BOUCHER ` C wASIDE ALA % x ` 1266 RQUI SYARMOUTH,MA 02565 rf "`�31? f 0131/2019 �. 117771 . Commonwealth of Massachusetts Department of Public Safety License: SSCO-000046 Security Systems -S,License ROBERT K BOUCHER . Employer- SEASIDEYi - ALARMS ING,�,--' '114ufi' Expiration: Commissioner 01/06/2019 o COMMONWEALTH OF MASSACHUSETTS. ,o e o • s e BOARD OF ELECTRICIANS ISSUES THE FOLLOWING LICENSE AS A REGISTERED SYSTEM CONTRACTOR t:W 3� ROBERT K BOUCHER ; SEASIDE ALARMS INC W 1265 ROUTE 28 �z W S YARMOUTH,MA 02664-4455 •�_,J 1317 07/31/2019 117771 a o 7'he Cawwnwealth of Massachusetts Department of b dustrialAccidents I Congress Street,,Suite 100 Boston,M4 02114 201 7 J www mass gov/dia workers'Compensation insurance Affidavit:BueldersiContractors/Electrecions/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY!. ADalieant Information Please Print L-Wb-ly Name(Bushisoommization/individuat): Seaside Alarms Inc Address: 1265 Route 28 City/State/Zip: South Yarmouth,MA 02664 phone#: 508-394-0599 Are you an emplayer?Check the appropriate box: Type of project(required): 1.2 1 am a employer with 19 employees(fill anwor part time).= 7. ❑New construction In I am a sole proprietor or partnership and bave ao employees working for me in $; E]Remodeling any capacity.(No workers'comp.insurance required-] 3Q I am a homeowner doing all work myself[No workers'comp.insurance required.]f 9. 0 Demolition 4.M1 am a homeowner and will be hiring contractors to conduct all work on my property. I.nll 10❑Building addition ' ensure that all contractors either have workers'.compensation insurance or are sole 1 L[]J Electrical repairs or additions proprietors with m employees. 12.❑Plumbing repairs or additions 5.rJ I am a general contractor and I have hired the sub-contractors listed on the attach ed hed sheet� These subcontractors have employees and have workers'comp.instratrce: 13.FlRoofrepairs 6.Q We are a corporation and its officers have exercised their right of exemption per•MGL c. 14.0Otheral8rms 15'§1(4);and we-bave no employees.[No workers'cramp:insurance required.] °Any applicant that checks box#1 must also fill outthe section belowshowingtheirworkew compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name ofthe sub•eontraetom and state whetheror not those entities have employees. If the sub-contractors have employees they must provide their workers'comp.policy number. I am an employertkat isprovidmgwodws'coaaapensadom fnsururaceformy employee$ Below is tkepolicy and job site informadom Insurance Company Name:Associated Employers Policy#or Self-ins.Lic.#. WCC50050128332018A Expiration Date: 2/25119 Job Site Address. Ail sites In ls��S�-fj/j� City/Stateaip• Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MOL c.152,§25A is a criminal violation punishable by 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.A copy ofthis statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do kerzo cerl&undertlaepaaws andpeaaaMes ofpelquay dwtke information provided above is true and corm Sig ttature: �1�t / 3 r�? �.�;J fie• �-��3 // Phone 4: 508-394=0599 Official use only. Do not write in dais area,to be completed by city or town of ciaL City or Town: Permit/License#1 Issuing Authority(circle one): 1.Board of Realth.2.Building Department 3.City/Town.Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: j , Y0WN bF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel b�� Application # U« Health Division Date Issued lo'�;^6- Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH 1� y _ Preservation / Hyannis Project Street Address I Tn woc� ham. Village �n Owner �N�. LL Address P O •--8 0 15 Telephone 1'1 , �31. 1(,Q'-� �cCvy1►S A�r'� 1J1 - ✓��7d Permit Request _Ur\ 4-4 S ,, e h w 14 an �'R c'COrnc�r� w )l e 9Ae4+t--iC,,( YW Square feet: I st floor: existing _ proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay �'-- Project Valuation %20,000ba'Construction Type Lot Size Grandfathered: 9Wts--$3 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Q cs . 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/V New Exi ting wood/coal stove: ❑Yes ❑ No �1 Detached garage: ❑ existing ❑ new sizPool: ❑ existing ❑ new size BarnO existing,❑ riew size'/ Attached garage: ❑ existing ❑ new size,W—hed: ❑ existing ❑ new size Other:;. fit.'. Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 4-No If yes, site plan review# Current Use Proposed Use �iwn APPLICANT INFORMATION— _— --- - (BUILDER OR HOMEOWNER) Name a�` 43 �4n e4T uti^Telephone Number Sb8? 31 Address R oCI& License # `t VU S Aim oa6 D Home Improvement Contractor# Email C rU�,_-A e 4,k c Ccx►� Worker's Compensation # ALL CON RUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Q �uf� IPcr� SIGNATURE DATE dD 1 S_ r m - ; FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE ' OWNER _ DATE OF INSPECTION: FOUNDATION FRAME INSULATION r _- FIREPLACE r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING u-IL'ei DATE CLOSED OUT ASSOCIATION PLAN NO. SorrCi OWNER AUTHORIZATION Job ID: '-13. 0 CoCt Location: A Z-H (A) ° 64 i-l°6-a-r knA C 6,A5 as Owner of the subject property hereby authorize SollgCfty C&rn—91C 168572/ MAC Lie 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and r signed contract. *4 ignature of Owner: Date: {ii . �Tat�Il �,�t_.d����fi�;��J'���4�!�i(a _. Office ot'Consumei•Affairs and I3usmEss'Rc ulatwn g 10 Park Plaza- Suite 5170 y _ Boston,'Massaehusetts 02116 f iome Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION y - Exzlira8on;. 3r8/2017 CRAIG ELLS —- 3055 CLEARVIEW WAY- SAN MATED, CA 94402 Nidale Address and.return cahl.Mark reason for.change. Address Renewal employment Lost Gard Office of Coasomer Affairs&Bueinesq kepladan License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR m before the expiration date: if found return to: Office of Coasuer Affairs and!Business Regulation Registratlon: 1W72 TYPe 10 Park!'lase-Stiite3170. Expiration: 31W2017 Supplement Card Boston.MA 02116 SOLAR CITY CORPORATION y CRAIG ELLS ' 24 ST MARTIN STREET BLO 2UN1 ••:�-.�`>Yd.L ;.. ,+ IjAAr!tL80ROUGH,MA 01752 undersecretary Not valid without MW.Mtorc e ?� ��1daYo1P ir�.l9ntt� �3i919 f� a � . e` +i a e eta#l,F 4'F�t��rt aS-107883' � ` CRAIG ELLS 206 BAKER STREF,-I' "94t); Keeee Ntl 03431 t r?TXe yJ'ZCl-yl u,�ecz o �G'( � CG Gl?ilf�l e 1 Office of Consumer Affairs nd Business Regulation 4: 10 Park Plaza,- Suite 5170 Boston, Massachusetts 02116 Home ImprovementaContractor:Registration Registration: 168572 t r ,„ Type: Supplement Card x "t Expiration: 3/8/2017 SOLAR CITY CORPORATION �" a CHERYL GRUENSTERN - 24 ST MARTIN STREET BLD 2UNITr1;1� - MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. sca i 0 zoM-oeiii ; Address i Renewal Employment F-1 Lost Card fiice of Consumer Affairs&Business Regulation License or registration valid for individul use only WO ME IMPROVEMENT CONTRACTOR before the expiration date. If Found return to: l :. Office of Consumer Affairs and Business Regulation V Registration: 168572 Type: 10 Park Plaza-Suite 5170 Expiration: 3%8%2017' Supplement Card Boston,MA 02116 SOLAR CITY CORPORA{TION CHERYL GRUENSTERN'r. 3055 CLEARVIEW WAY" a_Y_ f �+c ./i�f arx2 eaL• t_z —-- SAN MATEO,CA 94402 -°--" --- Undersecretary Not valid-without signature The Coinmenweafth ofMassachusew Department.of 1ndkvbiWAcdden& 1 Congress Street suite 100 Boston,MA 02114-2017 Z--57 www.massgov/die Workers'Compensattou Insurance Affidavit:Builders/Contmewrs/Electrician&Aftmbem TO BE FILED WITH THE PMUMI NG AUTHORITY. o a lease griat Ledbly Name(Business/Organiza(ion/lndividual): Sol Ci Corporation Address: 3055 Clearylew Wa City/State/Zip: San Mateo,CA 94402 Phone#: 888-765-2489 Are you an cmpla;w?Cheek the apprepriAte bon: Type of project r F YP P Jact( fired): , I.M t am a amployer with 9000 emplaytxs(Cull aAd/or part time}.• 7 New conStmction 2E][am a_soia proprictorar panneraltip and have no employes working For mr in 8. Remodeling any ealim ity.[No wodcen'comp.insurance regnired.l 3.[j l otn a homeowner duirng an work myself.[Na wtukors'cramp.Insurance:regained]' 9. Demolition 4.[]l am a homeowner and will be ht' 10❑Building arddition ying_aDttaetors to txtttduci all►tiort:on�+propctsy. I will ensure ttrat all contractoneither have workers'compensation invwancc or are sole l I.[]Electrical repairs er additions proprietors with no employees, 12.Q1'lumbing repairs ar additions 5.[3ese 1 am a general contractor and I have red the mib.contracters listed on the attacked sheet. : l3.oRoof repairs Th sub-Mbactors have and have workers'comp.insureami 6.Q We area corporation and its officers have exercised their rigln of exemption per MGL c. 14JUOther solar panels 152.tl(4j and wa bavc no employees.INo woikcro'camp.instuanee required.] rAny applicant that chocks boa Of must aim fr11 ant the sadion below shoving thou waiters'compensation poliq information. t Hatucowners who aulmtir thin affidavit itulicatitig they mro doing all wok mid then hire au davit indicatina such. tContractom that cheek.this box must attached an additional sheet shavving the name orihc sub-con itutors and state whober or not those entities ImVe employees. If the sub-contractotr have emptoyeea,they mast provide their warkets'comp.policy number. I am an employer that is providing wwlwrs'compensation insarame for my employees Bdow is the policy and job site fnfornation. [nsumnce Company Name: Liberty Mutual Insurance Company ' Policy*ew Se]f--ins.I.ie. WA766DO66265024 Expiration Date: 9/01/2015 Job Site Address: 117 Inwood Lane West Hyannisport,MA 02672 �'itY!5tatJ!�p: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,,§25A is a criminal violation punishable by a fine up to$1.500.00 and/or one-year imprisonment,as well as civic penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statemutt may be forwarded to the Office of Invostigations of the DIA for utsurancti coverage verification I do hereby certify nn&w tho"twins and asnalties of perf ury that the Fnformadon proWed above is true and canwL i e• G June 1,2015 781-816-7489 Q�dd use only, Do not write in Ihis,area,to bs completed by city or town o�ciaL City or Towne Pt't toit/Liaxusc# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Qther Contaet Person: !Phone#: , C62Dr CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE 19 ISSUED AS A(NATTER OF IWFORAMATION ONLY AND CONFERS NO RIG M UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFF1Rd1ATIVELY OR NEMATIVELY AMM, EXTM OR ALTER THE COVERAGE AFR=M BY THE Poucles BELOW. THIS CEKnFlQATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEE34 THE 188=0 INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IINPORTANT: If t11e certl�1lotder IS an ADDITIONAL INSURED,UN1 pollw0m)nwat 6a wwlowed If SUBROGATION 1S WAIVED,su*d to ft talms and conditions of Use policy,corfafn polklee"require an erdorearmnt. A stolornent and"set to does rmt confer ftht s to the UMUBcats holder In Neu of such endorsemsrrt(s PRODUCER MARSH RISK It INSURANCE SERVICES 345 CAUFORNIA STREET;SIM 1300 mot CALF0RiOA LICENSE NO.04VIS3 SAN FRArU mm,CA 94104 -S ROaYQ CrJYl3rAt> NAIL 0 9=I-STND4GAWUEI4.15 INSURERA:L NaWFp8hMffaW8Camp" 195H8 INK= {650)983.5100 muffigs.L189 smuctlycKpowasm Rd<unarec:NIA WA Sao Mft.CA 99M n E- • uT�EnF: COVERAGES CERTIFICATE NUMISER: SEA-ED44028 Q2 REVISION NUMIBERA THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED To THE 11MRED NAMED ABOVE FOR THE POIICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHM DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED 14ERI]N IS SLWECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAOM TYPE OF DUKlRANCE. SOW PgiGY NIiN66t Loan A eworm t miry TL B61 414 J MOM/ 09AVM5 EACH OCCURRENCE t x COMMERCIAL GENERAL LW&I.nY 10DA00 (Ea ocwrmnae) s 9CFXP oua eRe = 10,006 PERSONAL A ADV INJURY s 1,000,0m GHERALAeGREGATE a_ 2,O1I0.000 G£#LAC TEtIMITADPLIBSPER- - Tmomlcrs-001p(OPNGG $ 2,ODD= x P.tICY X lxta LOC Drbadi4g >< 25.00D A mnumomE L(ge m 2 fi6iA6fiZ65-044 tS101/K}I4 09A112015 14MODO ANY AUTO S �OVAMD AUTOS SOUEYINJURY(Peracdoee) S X HIREDAUTOS X NONAUTOS - s ty X FIVS. CO LL DE.Lk 5 $,ODD 10.0m urMMItrA UAe LJ o=m FAcrr cE. s EIICmLMB I ICWMSatADE AaGREGAM 9 oED I ' a J s a wom somE1i"mm IiWA7 4 5 iNCSTATu OTN g ANY Pi2�EfORIPARI11iER1E7ECUfNE YIN 0 IWL7$61.OBS2fi5-034(WQ 91011l0}4 O91�U2D15 F..L.EACH ACCIDENT i 1 H OFTRC�Ar REIGClIIDc^mrN MIA DI Y h NIQ W DEDUCTIBLE:5360,tl� EL DISFJ64E•fiA ErIP1 DY 9 =Rh0T= ATWM I ELOW-4SE-POIICYUNIFY f 1+ D�710NOFOPERATWgSILOCJ41t�IS(YBNaES(AHtCAACORp401.AtlWtlonNRe®rHe6MaGYte.NRmO�ti�tggaUadt I Lv14CtI��Ireulalm . CERTIFICATE HOLDER CANCELLATION sF1DULD ANY OF TttE ABOVE DE:BCR�POJ:ECdE.S BE C141RG�.4ED BEFORE 305g C Worry THE Eli MTIDN DATE THEREOF. NOTICE WILL BE DELIVERED IN San Maw.CA 54602 ACCORDANCE WIT"T1 E POL"PRE ` AVTM0RIM REIRESEKTAIM �. al NeIM1 Am d,komm a SmIt" Q INS-30JU ACORD CORPORATION. An tad. ACORD 25(21"o" ,,, The ACORD name and lo"are registered nrarim of ACORD Version#46.2 o-, SolarCit a y June 1,2015 >f Project/Job# 0261209i RE: CERTIFICATION LETTER'. Project: Baglino Residence 117 Inwood Ln TEMPORARY PERMIT W Hyannisport, MA 02648 MASSACHUSETTS 2015-004-PE To Whom It May Concern, 1 - A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site,observations and the design criteria listed below: Design Criteria: -Applicable Codes= MA Res. Code, 8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MPl: Roof DL= 11 psf, Roof LL/SL= 21 psf(Non-PV Areas),Roof LL/SL = 14.1 psf(PV Areas) - MP2: Roof DL= 10 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL = 21 psf(PV Areas) - MP3: Roof DL= 10 psf, Roof LL/SL= 16.2 psf(Non-PV Areas), Roof LL/SL= 8.7 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19625 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by.the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. , I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code,8th.Edition. Please contact me with any questions or concerns regarding this project. Paymon Eskandanian, P.E. Digitally Slg.ned by Paymon Professional Engineer Eskandanlan , Ti 714.274.7823 2015.06.01412:27:26 -0T00' email: peskandanian@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,CA OSL8 888104,00 EC 8041,CT HIC 0032778.DC HIC 71101486,OC HIS 71101488,HI CT-29770,MA HIC 168572,MD MHlO 128948,NJ 13VH06160600, QR CGB 180498,PA 077343,TX TOLR 27006,WA GCL•SOL.ARC191907.®2013 SolarOltyr All rights reserved. 06.01.2015 o`h!a • Version#46.2 SoCIarIt ® PV System Structural1y Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Paglino'RResidence AHJ: Barnstable Job Number. 0261209 Building Code: MA Res Code, 8th Edition Customer_Name: Baglino, Michael.'_ r', Based On: fRC 2NK/ IBC.2009 " Address: 117 Inwood Ln ASCE Code: ASCE 7-05 City/State: W Hyennisporti' MA _Risk Category_ II Zip Code 02648 Upgrades Req'd? No Latitude/Longitude =41.636249 - — 70.32886= Stamp Req'd? Yes SC Office: Cape Cod PV Designer:, Evan Crocker Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) - 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19625 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP • - r B- t WEST �+. ' # ti • P i - • • - • • - - • •- 117 Inwood Ln,W Hyannisport, MA 02648 Latitude:41.636249,Longitude:-70.328861,Exposure Category:C f - A. - STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK MP1 Member Properties Summary MP1 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.501, Roof System.Properties $S an 1 ` _:: 11:12 ft ;' 'Actual'D'" "° "9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Com `Roofx D,' �S an_3"�`T C.R 'V fir"`mot _r _'AA- 'Y a "13.88=in.A2 Re-Roof No San 4 S. 21.39 in.A3 Plywood SheathingYesi 98.93 in.A4 Board Sheathing None Total Span 11.94 ft TL Deffn Limit 120 Vaulted Ceiling , No PV 1 Start _ 150 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 9.25 ft Wood Grade #2 Rafter Slope 300 PV 2 Start u 'Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F. 135 psi Top Lat Bracing Full PV 3 Start E _.:� 1400000 psi Bot Lat Bracing I At Supports PV 3 End Em;,, 510000 psi Member Loading Su mar Roof Pitch 7 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.15 12.7 psf 12.7 psf PV Dead Load ,. � ,:. ' i PV-DL iev . u '3:0 psf• -K., kiN x 1.15 h# z 1,t 3.5 sf _ Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load; "IL SL1,2 W "30.0 psf 'z 0.7r i z`0.47 "``21 0 psf ' '14.1"psf Total Load(Governing LC I TL 33.7 psf 30.3 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(CO(CO(I,)pg; Ce 0.9,Ct=1.1,Is=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.41 1 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location -CapacityDCR Load Combo Shear Stress 23 psi 0.8 ft. 155 psi 0.15 D+S Bending + Stress 351 psi 6.4 ft.x, _ :. 1273 psi_ 0.28 as D+:S Bending(-)Stress -11 psi 0.8 ft. -521 psi 0.02 D+S Total Load Deflection , w 0.13,in.. ,, 1150 6A ft" 128 in: `120;, 0.110 a D+_15 v, ' I CALCUL'ATION=OF DESIGN WIND-WIN - Mounting Plane Information Roofing Material Comp Roof PV System Type`' - SolarCityiSleekMountT"" �y Spanning Vents No Standoff•Attachment Hardware '` 77 Como Mount Tvne G- 3'e 7 4 ;- ff 7, 777 Roof Slope 300 Rafter Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spaci_n_g X-X Purlins Only NA Tile Reveal Tile Roofs Only NA - Tile Attachment-System, ,, :. ..:Tle Roofs Only a o,NA r ,Standing Seamfrrap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method ``' ''" Partially/Fully Enclosed.Method Basic Wind Speed V 110 moh Fig. 6-1 Exposure Category C "Sec_tion 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height m : : sA h .:. .25 ft Section 6.2 And Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor , Krt� 1.00 Section 65.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance,Factor . . w mi, v -�,- I- I s.sr, Table 6-1 Velocity Pressure qh Equation 6-15 qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC (Do-w 0.87 N n Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC ) Equation 6-22 Wind Pressure U -23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS 7 , X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Canti1I a 2 ;v , —°--Landsca ec 24'� ,�---- — Standoff Configuration Landscape Staggered - Maio Standoff_Tributa Area �. Trib . - .. .- .. ._v 18'sf , ry_ _ PV Assembly Dead Load W-PV 3.0 psf Net WindUplift-at Standoff'—T-actual' ___ 386 Ibs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca aci DCR 77.3% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable Cantilev_er ____Portrait 17" NA Standoff Configuration Portrait Staggered Max_Standoff Tributary Area _ Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind U lift at Standoff_ T-actual ._ 483 1bs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci 7 9� .,DCR.,. 0, k"t 7, 96.6% tr i STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK.- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties _ Overhang 0.82 ft Actual W 1.50" Roof System Properties San 1 4.88 ft Actual D' 3.50" Number of Spans(w/o Overhang) 2 San 2 7.05 ft Nominal.. Yes Roofing Material , /Comp'Roof t. ,''_ 'Y,S an 3 h1V , �"' ��'r WA �'" c5 25 in.A2 Re-Roof No Span 4 S. : 3.06 in.A3 PI ood Sheathing No San 5 I 5.36 in Board Sheathing Solid-Sheathing Total Span 12.75 ft TL Defl'n Limit 120 Vaulted Ceiling No x PV 1"Start 2.58 ft `'T"' Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.58 ft Wood Grade #2 Rafter Slope .- ,,200. m PV,-2 StartA1, Fe 4 :, . 7,M875 si Rafter Spacing 18"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 5 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.06 10.6 psf 10.6 psf PV Dead Load PV-DL 3.0 psf x 1.06 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LLr SLl'Z 300" sf x 07 x 0.7 210 psf '21.0 psf Total Load(Governing LC TL 31.6 psf 34.8 sF Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(Is)p9; Ce=0.9,Ct=1.1,Is=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.92 1 1.5 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 48 psi 0.8 ft. 155 psi 0.31 D+S' Bending +)Stress 829 psi 9.6 ft. 1736 psi 0.48 D+S ,Bending - Stress 981 psi 5.7 ft. -1593 psi 0.62 D+S Total Load'Deflection"n -4 0.24 iri 37741 A19.3,ft. AM' 0.75'in. , ' 120FA ". ''0.32` w D+S T` IF _ . [CAWCUL'ATION OF-DESIGN WINDIOADS=MP2 t Mounting Plane Information Roofing Material Comp Roof PV System Type , Sola�City SleekMountT'" 0 Spanning Vents No Standoff Attachment Hardware Como Mount Tvoe C Roof Slope 200 Rafter Spacing Framing Type Direction Y-Y Rafters Purlin Spacing _X-X Purlins Only_ NA Tile Reveal Tile Roofs Only NA Tile Attachment System " Tile_Roo_fs Only * ANA ,StandingSeam ra Spacing SM Seam On NA Wind Design Criteria Wind Design Code _ ASCE 7-05 Wind DesignMethod ,;..,. � T Y/ y'�.� ._ _. �.. y Partiall Full Enclosed Method �4 . Basic Wind Speed V 110 mu_h Fig. 6-1 Exposure Category _ - C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Hei ht _ h �1 25 ft kr° Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure Kz 0.95 Table 6-3 Topographic FactoryI1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6- Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down i�" GC ow,) " ' V0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC ) Equation 6-22 Wind Pressure U „ -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE'STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever— Landscaped 24" N_A. Standoff Configuration Landscape Staggered Max Standoff Tributary Area `"' _;; Trib` " " 20_sf PV Assembly Dead Load W-PV 10 psf NetNet WindyUplift at Standoff '� T actual `, -395 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 79.1% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 54" 66" Max Allowable Cantilever -:_. °" Portra t NA Standoff Configuration Portrait Staggered Max Standoff_Tributary Area_ Trib __ 25 sf PV Assembly Dead Load W-PV 3.0 psf Net _ plift at Standoff: T actual w - 495 Ibs . Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 98.9% ;' .• N �i STRUCTURE ANALYSIS,- LOADING SUMMARY AND MEMBER CHECK:MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties .,S an,l_ a 10.57 ft Actual D 9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material " '` Com Roof =S "an 3 f,r 'A" 13.88 in.^2 Re-Roof No Span 4 S. 21.39 in.A3 Plywood Sheathing Yeses® San 5 ; IX 1 1 98.93 in.^4 Board Sheathing None Total Span 11.39 ft TL Defl'n Limit 120 Vaulted Ceiling A4 F° 'No _ V, Ek .PV 11Start. h 1:75 ft W," Wood Species.- SPF E.ti Ceiling Finish 1/2"G psum Board PV 1 End 15.08 ft Wood Grade #2 Rafter Sloe 450 PV 2 Start Fb 875 psi Rafter Spacing 24"O.C. PV 2 End F. 135 psi Top Lat Bracing 3 -f b4 fully, ?- g; ,PV 3 Start��, _- m . ,; �E :,tk, 1400000 psi ki Bot Lat Bracing At Supports PV 3 End Em;,, 510000 psi Member Loading mary Roof Pitch 12 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.41 14.1 psf 14.1 sf PV Dead Load PV-DL 3.0 psf x 1.41' 4.2 psf Roof Live Load RLL 20.0 psf x 0.60 110 psf Live/Snow Load> - ALL SL1,2 30.0 pf ,° x 0:54 ) z 0.29 ,. : 16.2 psf 4, a;" 8.7apsf . Total Load(Governing LC TL 1 30.3 psf 1 27.1 osf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(C0(IS)p9; Ce=0,91 Cr=1.l,I5=1.0 t Member Design Summa (per NDS GoverningLoad Comb CD CL + CL - CF Cr D+S 1.15 1.00 0.35 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 26 si 0.8 ft. 155 psi 0.17 D+S Bending + Stress & .,P ,,: a A,,414 Psi""Z All,_ 6.2 ftr, ,,,,*Ai273, i• .gym 0.33. ffa, .- D+S a Bending -)Stress -23 psi 0.8 ft. -449 psi 0.05 D+S Total Load Deflection' � °' 0.21 in: 842 61 ft: 1:49 in:,I-LI120 0.14 " r T 5,41 CALCULATION OF DESIGN WIND LOADS -_MP3 Mounting Plane Information Roofing Material Comp Roof PV Syst em.Type _, _. ;; __ •- _ _SolarCity SleekMount'�n__ Spanning Vents No Standoff Attachment Hardware ,"� ..^ ITy°` Co m Mount Tvne C Roof Slope 450 Rafter Spacing _a24':�0.0,. Framing Type Direction Y-Y Rafters Purlin Spacing" � �;: X-X Purlins Only 4. f -N t- NA 7, „! Tile Reveal Tile Roofs Only NA Tile Attachment.SystemTle Roofs_Only , _ :, NA Standin Seam ra Spacing SM Seam Onl NA Wind Design Criteria Wind Design Code ASCE 7-05 .<. _Wind_Design Method �_ ,P -� �t �T-77 171 7 71 Partially/Fully_Enclosed Method' Basic Wind Speed V 110 mph Fig. 6-1 Expo'ure�Category = _- - = C Section 6 5,6^3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof•:Hei ht� ., , : 7- T'h ` "25 ft<" Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 TC 7, 1.00 { , Section 65.7 Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Fador' , L 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext.-Pressure Coefficient Down p , ... :-GC o,,. �.. �, 0.87 It 41 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC) Equation 6-22 Wind Pressure U „ -23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever _ Landscape 24" = 4 M m NA_�_ 8, 7 'a. p,tl `. Y 74 Standoff Configuration Landscape Staggered Max Standoff Tributary Area` Trib 20 sf PV Assembly Dead Load W-PV 3.0 psf Net�Wind UUplift at Standoff_ - T-actual _ - _ 440 Ibs; Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR' 88.1% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max^Allowable Cantilever � Portrait WF 5 x ,17 . "04F 7 r' n. NA Standoff Configuration Portrait Staggered Max Standoff Tvibutaw Area Trib PV Assembly Dead Load W-PV 3.0 psf Net,Windd_Uplift at Standoff , T-actua1= � -489:Ibs _ _ F � _� 7 Uplift Capacity of Standoff T-allow 500 Ibs _-- Stan doff Demand Ca aci DCR 1 ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map c;)c;) S Parcel Application #�13 b o 76 Health Division Date Issued Z C Conservation Division _'. Application Fee, � Planning Dept. Permit Fee S Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis Project Street Address // 7 Village Owner Address 17 PvWdO1P LN Telephone /U 0 Permit Request 1. C.� &1dZht0a, .�`Z — �.` d.j'1a �'- r 1_X P:Z 01 , xycole/ A- -a)Z4 Square feet: 1 st floor: existing proposed 62t3 2nd floor: existing proposed _Total newSZO Zoning District Flood Plain Groundwater Overlay Project Valuation 357 ON ` Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Wo On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑ Crawl ❑Walkout Other SC. tfO OV 641&Z Basement Finished Acea(sq.ft.) Basement Unfinished Area(sq.ft) — Number of Baths: Full:,existing new Half: existing -- net Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor R(65a Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other _ Central Air: 0 Yes KNo Fireplaces: Existing New c Existing wood/c�al stov&c❑Yet No, �` Detached garage: ❑existing Xnew size—Pool: ❑ existing ❑ new size _ Barn: ❑,.existing L ew `gize Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes (No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name n M C6TAT MIL Telephone Number Address f VETWN—Wc px, License # 67 3 C3 to 674t Home Improvement Contractor# /J Z 5 3 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE e 4 FOR OFFICIAL USE ONLY t APPLICATION# 4 DATE ISSUED { MAP/PARCEL N0. a R ADDRESS VILLAGE °F. OWNER DATE OF INSPECTION: FOUNDATION 1j2o14 ' FRAME INSULATION FIREPLACE S ' r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL A GAS: ROUGH FINAL FINAL BUILDING Z3 DATE CLOSED OUT ASSOCIATION PLAN NO. w r Office of Consumer Affairs and Business Regulation - 10 Park Plaza--. Suite 5170 Boston, Massacrosetts. 02116 Home Improvement Cy" `etor Registration M X Massachusetts-be artment o Pubrc Safety McGRATH POST & BEAM:CO. M .t Board of Building Regulations and Standards JAMES McGRATH m Construction Supen-isor 1&2 Family 259 QUEEN ANNE RD. a � License: CSFA-073865 'Y �- HARWICH, MA 02645 ti �scTTI rs-°„ �-` JAMES R MC0iA _2\ . 7 204 CRANVI&W _ r : u eve BREWSTER. t0263 h U i s�� rei .. 9nee_ne1ne_rnm91F .. .� .a Commissioner Expiration 03/14/2014 Office of Consumer Affairs and Business Regulation 10 Park Plaza -. Suite 5170 Boston, Massachusetts 02116 Home Improvement CVrat�ra�c�or Registration n Registration: 132935 Type: Private Corporation �• `" `��t Expiration: 10/31/2014 Tr# 231951 McGRATH POST & BEAM CO. JAMES McGRATHl _ 259 QUEEN ANNE RD. y� ' HARWICH, MA 02645 � ��� � .t' Update Address and return card.Mark reason for change. ~" Address Renewal/ Employment Lost Card IS-CA1 iv 50M-04/04-G101216 �O°' ea ° "� License or registration valid for individul use only Office of onsumer A airs Bu iness Re ulation g y HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 1.32935 Type: Office of Consumer Affairs and Business Regulation Expiration: 1;0/3.,�/�014 Private Corporation 10.Park Plaza-Suite 5170 =='`= ==; Boston,MA 02116 — Mc TH POST 8 BPNrCD------ PINE HARBOR WOWD_'_9`0D:Ci-TS H ., DAMES McGRAT�{ 4 E � jSj 259 QUEEN ANNE RD.K �-� NO �.:• C! . HARWICH,MA 02645v„w r5 Undersecretar Y Not va i it out signature The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organizationl/Individual): M46&Jfn± V#5f >"i`rY 0 ',-iA Address: City/State/Zip: Ul A- Phone #: "I 72 D b-D Are you an employer?Check the ppropriate box: Type of project(required): 1.L1 1 am a employer with Z/ 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. El New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. Demolition workingfor me in an capacity. employees and have workers' Y P h' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.? required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions officers have exercised 11.❑ Plumbing re 3:El I am a homeowner doing all work h id their g airs or additions P 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:_ t Policy#or Self-ins. Lic.#: �'� � = Expiration Date: Job Site Address:_ �_T ty �r✓ City/State/Zip: �4z��1 / eG 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 auf an Wallies of perjury that the information provided abov is true nrrd correct. Signature: Date: 1 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#: ^ - MCGRPOS-01 CLEDDUKE / l DATE(MWDD/YYYY) �►coR!? LIABILITY INSURANCE CERTIFICATE OF LIAB��. 10/9/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the 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 NAMEACT Cape Cod Commercial Rogers&Gray Insurance Agency,Inc. PHONE FAX A/C No (877)816-2156. A/C No Ext: 434 Rte 134 E-MAIL South Dennis,MA 02660 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:TRAVELERS INSURANCE COMPANIES INSURED INSURER B:GUARD INSURANCE GROUP McGrath Post&Beam Corp INSURER C: dba Pine Harbor Wood Products INSURER D: 259 Queen Anne Rd Harwich,MA 02645 INSURER E: INSURER F: I 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. POLICY EFF POLICY EXP LIMITS INSR TYPE OF INSURANCE POLICY NUMBER MM/DD/YYY MWDD/YYY LTR 11000,000 GENERAL LIABILITY EACH OCCURRENCE $ tu 16602016N498TIA13 1/31/2013 1/31/2014 PREMISES Ea occurrence $ 100,000 A X COMMERCIAL GENERAL LIABILITY 5,000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS-:COMP/OP AGG $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: F_JPRO- $ X POLICY LOC COMBINED SINGLE LIMIT 1,000,000 AUTOMOBILE LIABILITY Ea accident $ A ANY AUTO BA4487B68613SEL 1/31/2013 1/31/2014 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS PROPERTY DAMAGE $ NON OWNED Per accident X HIRED AUTOS X AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ $ DED RETENTION$ X WC STATU- OTH- WORKERS COMPENSATION T0RY LIMITS ER AND EMPLOYERS'LIABILITY Y/N 7/8/2013 7/8/2014 E.L.EACH ACCIDENT $ 100,000 B ANY PROPRIETOR/PARTNER/EXECUTIVE MCWC461506 OFFICER/MEMBER EXCLUDED? N/A 1OO OOO (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main St Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD µ X n ry PT WOOD PROIDI J"CT, r 326 Yarmouth Road • Hyannis, M-A 0201 • 508,�771-5007 • llv:inilis fl oii el)�trLldr.cont 259 Queen Anne Road • Harwich, MA:.026 5 • 5,08-430-2800 •.in.foevineiiarli r:com 800-368-SHED (71433). • wWW.Pilie-harbor.corn r s Irk I t t._ r of t .1e property44 u.tl ri e o act o1�i l : Name of Confraclor/AiJe tit behalf iD al rnatters. relative to Work a ithoriz.ed n , } y tip i s building permit ap Owner's Slu atureYYI3 a x IZ t .c; c " d 2/iyli3 MAP 226 PCL. 148-01 rn S 80. 54' 40" E 161.62' C 2 U II 7 N ,2 •47' 0. If1 tmNG 1j c 80.00. Deck 2 o s o MAP 225 N PCL. 33 M Q N � O a LOT C 19,489t S.F. Z (0.45t AC.) \ N 72-4730" w 80.00' MAP 225 PCL. 27-02 CERTIFIED PLOT PLAN LOCUS 117 INWOOD .LANE , CENTERVILLE (BARNSTABLE), MA OF Mgssq REF PLAN BOOK 159 PAGE 123 � JOHN �yGN Z. PLAN PREPARED FOR " DEMAREST,JR. N :, • .o MICHAEL BAGLINO No.3685911, _ op ss`O� SU SCALE 1"=40' DATE : 12/23/2013 i 2�Z3 1 ASSESSORS MAP: 228 PARCEL 28 DATE R LAND SURV OR I HEREBY CERTIFY THAT THE STRUCTURE DEMAREST LAND SURVEYING SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. 338 MAYFAIR ROAD SOUTH DENNIS, MA 508-364-9049 FILE=1 2063GC.DWG r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �"\� Parcel L Application w) Health Division Date Issued It _ Conservation Division e fi; Application Fee Planning Dept. Permit Fee = W Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address ! 14 J—m� L q�2. Village Conk Vi lie, Owner Address Telephone $ ` �g r low Permit Request ck le_r lx G1 I� k c'M vi Square feet: 1 st floor: existing 173 proposed 001 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation =h-�'Construction Type d W006 Lot Size P.Ih9g, _ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-FaYNo (# units) Age of Existing Structure Historic House: ❑Yes On Old King's Highway: ❑Yes /No Basement Type: ❑ Full ® Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) iDO8 Number of Baths: Full: existing new Half: existing 0 new Number of Bedrooms: 3 existing�new Total Room Count (not i luding baths): existing J new�d _First Floor Room Count 1 Heat Type and uel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes N No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review # Current Use 1 �'` Proposed Use ��';C-N APPLICANT INFORMATION _ (BUILDER.OR HOMEOWNER) Name `" be poe u Tele h n N m r �✓ �v Jh-'� i /� j''� kvle, Address I � A C(,.e21r, License # l.s �l��0 . G� G 1 Home Improvement Contractor# y� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE '�� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED _ r MAP/PARCEL NO. r ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION `EUf 4 FRAME 5N 4J6 0 1 /Z D/ INSULATION m 31illflAk- u FIREPLACE ELECTRICAL: ROUGH FINAL ,t t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL i FINAL BUILDING t y Z3 DATE CLOSED OUT ASSOCIATION PLAN NO. r � . I .: ,�-- , ,,��:.. I . .�: � , �" ,���,: ,�;. �-,-,�l:1,��11 ... I- I. . I I . I � . - I I 11 �I �... I� I.�I I.1 " � 1, - -,, . . I I I�- � I I . . - , . ..--�,: . v. � �. , .T, � - �,a , . ... � - . . . � I. -.,, �- 11..� � . 11 11 ., I �: . . I . I .� .I-.I.�--:.�I III--1.1III��,,.I II.1,I 1�.:-,�:.�.:.�...I,.I.I�-�1.I I.:�1.f.��,:I,--�1.1l1�I 1 0i,�.I :I...... .�� 11 Nla,ti tchutictts I Dcp�utmcnt of Public S fet Board of Building Regulations and Stand a ds Construction Supervisor License II .i Ont.e and Two-Family Dwellings _ II License: CS 47185 i RICHARD J ROY 1234 QUEEN ANNE RD . 4 ".., r '.,i` HARWICH, MA 02645` 1';', .. -.I- .-.,1��-.1�..1 I 11..,,I.,:I. �..I 11..II.II�--,-,-.-,1�1."-,I*-,_�,.I-�--:I�1---,--,,;-1 1,,.11.-�,.�,-,.,�-�,!�"�.1�.�1.�—�,,,��.,,-".l��.i-AI,,-",.-:�-r .�,:" -� j� Expiration 7/14/2013 3 Commissioner Tr#:-3405 Y, A . .- I .� � .� �,. Z, .-��..�I. : �:. �:��--1.�7 .,. .� �.-, ,.,, I I I .;. :�,. - .. m � - --- �� I I I . � :., �� w:1 1,. .�.....�... .... � - .,� - . : .,� � ��-,�..,- ...� - ;� Office�t olI> me''r ALO'G4 ai %iness egu axon License or registration valid for individul use only. 4 HOME.IMPROVEMENT CONTRACTOR before the expiration date. If found returato: Registration:0111696 Type Office of Consumer Affairs and Business Regulation ` 10 Park Plaza-Sutte 5170 Expiration -. � Ltd Liability Corporati Boston MA 0211t6 la 60 . R OY CON '� r !1� �I ` a RICHARD ROy r 123A"QUEEN ANN ,w , ' 1; HARWtCH,MA 02 'f u y Undersecrctary Not valid without"sig a re z I , - ,- , . . . . ,-.1- -'�:- . " f.I :!.ww :�,�--.--,.,.,.--",.,.;.,,�,.-----,,�.....��,�r'..,.,�,,-.�,.�-.,� `---'-��---,_, -�'-'-,.,li.-�.. . . , -- �' ., , . -�-. - � 1+ 11 i .k I Town of Barnstable Regulatory Services Tmomws F.Gather,Direetor Building Division Ttamas Perry,CBO Daiwiag Comm6sioner 200 Main Street, nyannis,MA OMI www;Auvmbw%stahle,ma w Offece.. SW962-4038 Fax 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder T ► i 'u ``1"� ,as Owner of the subject property hereby authorize ,� : �J �Jn / to act on my behalf; in all matters relative to wont authorizcd by this budding permit application.for. (Addrew.ofJob) Signature of Owner Date . -- 6- 6 Print Name If ftverty Owner is applying for Pelf Pax complete the Homeowners Ueense Exemption Form on the reverse side. C.:Uiwsldecdl�7dAppilalali,�aRMicrasafliWi \Ta�pttmy lnte+reetTit®lCao�ouUook�DDV87AtlZ1fiXPR�S.S.doe Revised 072110 l ARNOL-1 OP ID: MP CERTIFICATE OF LIABILITY INSURANCE F DAT 07/311WYYYY) 07/31/12 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 pollcy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER 508-385-2464 NAMEACT Edward J.McGrath Insurance P.O.Box1003 508-385-5991 PHONE A Ne: Dennis,MA 02638 E-MAIL • E.J.McGrath Insurance Agency ADDRESS: INSURERS AFFORDING COVERAGE NAIC S INSURER A:Commerce Insurance Company INSURED Robert Arnold dba INSURER B:Liberty Mutual Insurance Group Fleetwood Plastering 2 George Holbrook Way INSURER C E Harwich,MA 02645 INSURER D: 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 INSURANCEADDLSUBR POLICY EFF POLICY EXP LTR POLICY NUMBER D MID LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 11000,00 A X COMMERCIAL GENERAL LIABILITY M33911 02/16/12 02/16/13 PRE E ence $ 60,00 CLAIMS-MADE ERK OCCUR MED EXP(Any one person) $ 6,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,00 POLICY M PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Pe $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAe CLAIMS-MADE AGGREGATE $ DIED I I RETENTIONS $ WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY S ANFICERI RIIMBR EXRTNERF ECUTIVE Y® N/A C531 S342039011 03/15/12 03/15/13 E.L.EACH ACCIDENT $ 100,00 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,00 H yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 500,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,It more apace Is required) Plastering CERTIFICATE HOLDER CANCELLATION RICKR01 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Rick Roy Construction THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN y ACCORDANCE WITH THE POLICY PROVISIONS. 123A Queen Anne Rd Harwich,MA 02645 AVI-10069b REPRESENTATIVE E. rath Insurance Agen y ©18 2010 ACO PORATION. All rights reserved. ACORD 26(2010/06) The ACORD name and logo are registered m of ACOR TOOQ] XVd 0:VT ZTOZ/TC/LO f 141 rj 111.1'0.A i�t—[. U./ J-/ GVJ.G O : J %D : VJ tAL'I it M..iz In/ VVG Vd.X oux,vul, 08 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 08/01/2012 IFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PASSARO,LEVERONE&BUCK PHONE FAX (A/C,No,Ext: C 239 ROUTE 28 PO BOX 160 PRODUCER DENNISPORT,MA 02639 CUSTOMER ID#: 28W 7W INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: TRAVELERS PROPERTY CASUALTY COMPANY OFAMERICA TOY,MATTHEW A INSURER B: INSURER C: INSURER D: PO BOX 694 INSURER E: SAGAMORE,MA 02561 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: IS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BEL W 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 ADD SUB POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE .L R POLICY NUMBER (MM\DD\YYYY) (MM\DD\YYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS MADE �OCCUR. REMISES(Ea occurrence) VIED EXP(Any one person) $ ERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: ENERAL AGGREGATE $ POLICY a PROJECT LOC RODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) UMBRELLA LIABF70CCUR EACH OCCURRENCE $ EXCESS LIAB r7 CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKER'S COMPENSATION AND X WC STATUTORY orHER EMPLOYER'S LIABILITY Y/N UB-5009P08A-12 03/17/2012 03/17/2013 LIMITS ANY PROPERITOR/PARTNER/EXECUTIVE N E. L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? 100,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500.000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. TOY,MATTHEW A IS COVERED BY THE WORKERS'COMPENSATION POLICY. CERTIFICATE HOLDER CANCELLATION RICK ROY CONSTRUCTION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 123A QUEEN ANNE RD BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENT gfTdVE ! HARWICH,MA 02645 ' � r ACORD 25(2009/09) 1988-20 9 ACORD CORPORATION. All rights reserved. v r i o.L/ rvic x%:oo rAe ovo 4ov 1Jov bNVW '1'HUBtSUN INS AUCY LO001 ACORD o DATE(MM/DDIYYY`f) ---�-TM. CERTIFICATE OF LIABILITY INSURANCE 07131/2012 PRODUCER Phone; (5013)432-0130 Fax: (5oa)430-1350 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION SNOW AND THOMSDN INSURANCE AGENCY,INC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 514 MAIN STREET HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR HARWICH PORT MA,02646 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# IN INSURER A: Scottsdale Ins Co SUMMIT INSULATION COMPANY,INC. INSURER B: Natl Union Fire Ins Co of Pdtsbuur h PA— P O BOX 1337 INSURER C; HARWICH MA 02645-6337 INSURER D: INSURER E; COVERAGES r� THE POLICIES OF INSURANCE LISPED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE: FOR THE POLICY PERIOD INDICATED, NDTWITHSYANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THL INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDrrIONS OF SUCH POLICIES, AGGREGATE L:MITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INBR AD .-.. —. —._.._.......-, LTR AD TYPE OF INSURANCE POLICY NUMBER POLICY EFNECTIVE POLICY EKPIRATION LIMPTS DA'f9 M DorW DATE MM/DDrYY GENERAL LIABILITY 7 CPS14TU281 03/01/12 03/01113 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED g W 50,000 PREMISESSEe occuronco) CL'U.VIS MADE I X OCCUR I MED.EXP(Any one person) g -$1000 A — - -- PERSONAL&AOV INJURY $ 1,000,000 GENERAL AGGREGATE 6 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER! PRODUCTS-COMPIOP AGG. 5 1,000,000 ---• PRO- -• POLICY JECT LOCI - AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANYAUTO (Eo occident) 3 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED ikUT05 BODILY INJURY g NON-OV0450 AUTOS (Per eccldonl) I -— - - PROPERTY DAMAGE $ i (Per accident) GARAGE LIAfILITY A_U_TO ONLY-EA ACCIDENT $ _ _ ANY AUTO OTHER THAN EAACC — I AUTO ONLY; AroG $ EXCESS I UMSRELLA LIABILITY EACH OCCURRENCE t OCCUR 1 CLAIMS MADE AGGREGATE _.....—_ ........._.._....$.-•---_....... 6 DEDUCi15LE S RETEKi DN ....... ......-- WORKERS COMPBPd;IATION AND WQ WCOOI-60-2108 08/28/11 08128/12 TORYTLIM Ta OTHER EMPLOYERS'LIABILITY - E.L.EACH ACCIDENT S 100,000 B ANY PROPRIETOMPAP,TNERIEXECUTIVE ._.... ._....... .-..—..-..... _ OFFICERIMLMBF.R EXCLUDED? E.L.OISEASF.-EA EMPLOYEE S 100,000 If Yee,deu(Ma under SPECIAL,PROVISIONS below E,L.DISEASE-POLICY LIMIT $ 500,000 OTHER: DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION Rick Roy Construction SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 123A Queen Anne Rd. WRITTEN DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE Harwich,MA 026,46 TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, IT'S AGENTS OR REPRESENTATIVES. Fax,508.432-4814 AUTHORIZED REPRESENTATIVE Attention: Id � y� ACORD 25(2001/08) Certificate* 2648 ®ACORD CORPORATION 1989 Generated by REScheck-Web Software Compliance Certificate Project Title: Baglino Residence Addition Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 117 Inwood Lane Chris Maffei Centerville,Massachusetts 02632 Rick Roy Construction 123 A Queen Anne Road Harwich,Massachusetts 02645 508-432-6840 chrism@dckroyconstruction.com Compliance:4.3%Better Than Code Maximum UA:258 Your UA:247 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. r{ ` 1 Ceiling:Flat or Scissor Truss 574 30.0 0.0 20 Ceiling:Cathedral 646 30.0 0.0 22 Wall:Wood Frame,16in.o.c. 1096 21.0 0.0 39 Window:Vinyl Frame,2 Pane w/Low-E 244 0.310 76 Window:Vinyl Frame,2 Pane w/Low-E 68 0.290 20 Window:Vinyl Frame,2 Pane w/Low-E 12 0.270 3 Door:Solid 21 0.350 7 Door:Glass 67 0.300 20 Floor:All-Wood Joist/Truss Over Uncond.Space 1209 30.0 0.0 40 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit ap tion.The proposed building has been designed to meet the 2009 IECC requirements in REScheck We nd to comply with th ndatory requirements 1' din the REScheck Inspection Checklist. 7b/ 1/7' Name-Title Signature ,- Date Project Title: Baglino Residence Addition Report date:07/31/12 Data filename: Page 1 of 4 Cf] Generated by REScheck-Web Software Inspection Checklist Energy Code: 20091ECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Ceilings: ❑ Ceiling:Flat or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling:Cathedral,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall:Wood Frame, 16in.o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window:Vinyl Frame,2 Pane w/Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Vinyl Frame,2 Pane w/Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Vinyl Frame,2 Pane w/Low-E,U-factor:0.270 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door:Solid,U-factor:0.350 Comments: ❑ Door:Glass,U-factor:0.300 Comments: Floors: ❑ Floor:All-Wood Joist/Truss Over Uncond.Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Project Title: Baglino Residence Addition Report date:07/31/12 Data filename: Page 2 of 4 �. Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Wood-burning fireplaces have gasketed doors and outdoor combustion air. rl Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: , Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Lj Building framing cavities are not used as supply ducts. Lj All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Project Title: Baglino Residence Addition Report date:07/31/12 Data filename: Page 3 of 4 ❑. Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. rl For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. 0 Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Lj A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: rl A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Baglino Residence Addition Report date:07/31/12 Data filename: Page 4 of 4 2009 9Ecc Energy Efficiency certificate Ceiling/Roof 30.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.31 Door 0.30 NA Heating System: Cooling System: Water Heater: Name: Date: Comments: Swanson Structural, Inc. TOWN OF BAR Paul W. Swanson, P.E. t'116 Forest Street ��s S Franklin, MA 02038 508-520-1333 DIVIs February 7, 2013 Rick Roy Construction John Goodrich 123-A Queen Anne Road Harwich, MA 02645 Subject: Rough Frame Inspection and Structural Affidavit Addition to Existing Single Family Dwelling: Baglino residence, 117 Inwood Lane, West Hyannisport, MA Dear John, I was retained by Structural Wood Systems, Inc. to provide structural engineering services for the subject project. On Thursday, January 24, 2013, l visited the property for a visual inspection of the completed framing. The engineered wood products, conventional lumber framing, shear wall and hold down products were installed correctly per the approved plans and the structural requirements of the Massachusetts State Building Code, 8ffi edition,with approved changes. If you have any questions, please feel free to contact me. Sincerely, o� � U[.dJ �yN w.. rr �-S0IN -- - - - - -- �-— -- --Y Q S 'SMUG URAL U` n No.3.i024, Paul W. Swanson, P.E. Swanson Structural, Inc. ® " Copy to Jeff Gray of Structural Wood Systems, Inc: Ref. 4602/14236 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations _ 600 Washington Street Boston, MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): LLG Address: City/State/Zip: 09'61P� Phone #: - �`GMO Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. M I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity,. employees and have workers' 9. ""' Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3111 am a homeowner doing all work officers have exercised their I LE] 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 I employees.[No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire 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. �� 1\ Insurance Company Name:) &Ae, Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 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 er the pains and penalties of perjury that the information provided above is true and correct Signature: Date: 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#: ARKY® CERTIFICATE OF LIABILITY INSURANCE °"'E`" /D°"YYY' 4/130/2012 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 ITHE 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 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 endorseme s. PRODUCER NAME CT Alan Long Eldredge 6 Lumpkin Insurance Agency, Inc. PHONE (508)945-0393 FAn 697 Main Street E famL JA NO),(548)945-4048 alan@elinsurance-AP INSU S AFFORDING COVERAGE ; I NAIL e Chatham MA 02633 INSURERA:Scottsdale Insurance Com any XSB007 INSURED msumRa:Continental Indemnity CO 29259 Rick Roy Construction, I,LC, and Rick Roy INSURER c: I 123A Queen Anne Rd INsuRERD INSURER E Harwich bdA 02645 INSURER F COVERAGES CERTIFICATE NUMBER:CL1243001134 REVISION NUMBER I 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. POLICY MCP ILTR TYPEOFrNSURANCE POLICY NUMBER PO EFF MM(DD LntIITS GENERAtLUU911TY EACH OCCURRENCE S I 1000000 X COMMERCIAL GENERAL LIABILITY DMWMM TO RENTED PREMISES otxiar oe S I 100,000 CLAIMS•MADE FX OCCUR S0026555 2/23/2011 /23/2012 MED EXP(Airy arte person) S I PERSONAL 8 ADV INJURY S I 1000000 GENERALAGGREGATE S 2000000 GENLAGGREGATELIMRAPPUESPER PRODUCTS-COMP/OP�AGG S I 2000000 X POLICY PRO LOG S AUTOMOBILE LIABILITY comsiNIRDT1012 uwr accide ANY AUTO BODILY INJURY(Parpei) S ALL SCHEDULEDd BODILY INJURY(Per ad " S I OPERTYDAMAGE : HIRED AUTOS . " UUTOOSwNEO PR Para S I g I . X UMBRELLA LIAB OCCUR EACH OCCURRENCE S I 5,000,00o EXCESS UAB CUUMSaMDE AGGREGATE S I 5,000,000 DED X RETENTIONS 10,00 0026506 /23/2011 2/23/2012 $ WORKERS COMPENSATION ARM OTH- AND EMPLOYERS LIABILITY ANY PROPPoETORIPARTNERID1FCUi1VE YIN EL EACH ACCIDENT S 500 000 OFFICERIMEMSER EXCLUDED? N I A IMandatWInNH) 6-839431-01-01 /29/2012 /29/2013 EL DISEASE-EA EMPLOY $ 500,00 IFyes,resalbeun08r ELDISFASE-POLICYlIMFT S ( 500 000 DESCRIPTION OF OPERATIONS tletaw I. DESCRIPTION OF OPERATIONS,LOCATIONS,VEHICLES(Attach ACORD'IOt,AddMoad Remands Schedule,H more apace Is negairad) General Contractor including Carpentry a Pa-1Lntin9 Operations; Cert:xrxcateholder is an '*Add tipial Insured" as respects the"General Liability coverage indicated above. I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE NCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE LL; BE WI i Et 11rEREd IN ACCORDANCE WITH THE POUCY PROVISIONS, AUTHOR® Alan Long/ELDALI i1 INS026 mo(Z010/OS) 01988- OACORD CORPORATION:;Al!rights reserved_ IN5025 t2moosl.oi The ACORD name and logo are registered Marks of ACpRp � i 1 I: ..o. •/-++/�vyo ♦�u•e: o:�.o rri rvr niax nvy l:ORSCiUCClOn LLI; IN lbvtf-4;!2-4814 Rogers & Gray Ins. Pager 002 Client#: 62146 CHASMER ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 7/31/2012 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 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 Ileu of such endorsement(s). PRODUCER IINSURERA: ULINIAU E: Ann Pell, CIC, CISR Rogers$Gray Ins. -So. Dennis NE 508-398-7917 877-816-2156 434 Route 134 No Ext: AIC No AIL a ell ro ers ra c South Dennis, MA 02660-1601 RESS: P g g y• om 508 398-7980 INSURER(S)AFFORDING COVERAGE NAIC p Selective Insurance Company of 12572 INSURED Chase 8 Merchant, Inc. INSURER B:Selective Insurance Co. of S.C. Cape Sand&Recycling LLC INSURER C: P. O. Box 5 INSURER D: Dennis Port, MA 02639 INSURERE: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR 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. LTR TYPE OF INSURANCE ADDL UBR POLICY EFF POLICY EXP INSR WVD POLICY NUMBER MMIDDIYYYY MMIDDIYYYY LIMITS A GENERAL LIABILITYS193805700 D510512012 05/05/2013 EACH OECCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY PREMISES Ee o TEDence $100 000 CLAIMS-MADE a OCCUR MED EXP(Any one person) s5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $3,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s3,000,000 POLICY PRO- JECT LOC $ B AUTOMOBILE LIABILITY A9094204 5/05/2012 05/05/2013 Ea aBINEDtSINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS X AUTOS ( ) X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS Per accident $1,000,000 $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION 5/1012012 05/10/2013 WC TU- TH- ANY PROPRIETOR/PARTNER/EXECUTIVE AND EMPLOYERS'LIABILITY TORSTAY LIMITS EOR Y I N E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ If N I A (Mandatory In N E.L.DISEASE-EA EMPLOYEE $ yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Workers compensation certificate to be Issued by the carrier CERTIFICATE HOLDER CANCELLATION Rick Roy Construction LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 123 A Queen Anne Rd ACCORDANCE WITH THE POLICY PROVISIONS. Harwich, MA 02645 AUTHORIZED REPRESENTATIVE ©198 -2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S85024/M 813350 TL H Ok o / 2, L MAP 22s (W' PCL. 148-01 n 0-5¢•40> E 16 .. . ' 1. 6 h . 2' LOT. ~C r .. 19,489t S.F: N N (0.45t'',AC.) WF G jN 72-47 30. W 8000• cpNC, 3Qj t o MAP 225` PCL. 33 r O` C ti 80,00, MAP 225 . PCL. 27-02 CERTIFIED . PLOT'-.PLAN LOCUS 117- INWOOD _LANE CENTERVILLE (BARNSTABLE), MA �JNOFMgss' REF PLAN BOOK 159 PAGE:123 `'� JOHN 9cyG� Z. a PLAN PREPARED•,FOR DEMAREST,JR. N MICHAEL BAGLINO ' " �No.36859P D RV IE SCALE 1"=40' DATE •10/10%2012 IC 1 O /jZ DATE REOAND SURV OR ASSESSORS MAP: 228 PARCEL 28 , I HEREBY CERTIFY THAT THE STRUCTURE DEMAREST LAND SURVEYING SHOWN ON THIS PLAN IS LOCATED ON THE 338 MAYFAIR ROAD GROUND AS SHOWN HEREON. 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TYPEOF CONSTRUCTION ..............................;...`., ................................................. ............................................ P. .............. . (1` L,. .. 19.. ..� TO THE INSPECTOR OF BUILDINGS: ` The undersigned hereby applies for a permit according to the following information:.". Location .." 5..`! ..............'.............. ... .......... 111.7..... ................... }t.. ProposedUse .....i�}M1.. r:::?-?! .......................:.................................................................................................. Zoning District ..�.�'�..,.a..�..........................................:....Fire District .....� ......:................... ............................... Name of Owner 1G .... ..... �: a.'^................Address Name of Builder Klkj'ek ... �-.. �►rye-r�..l S............Address .. �J!�. /..9.....,®..S. L�Ce Nameof Architect .......1...........................................................Address .................................................................................... Numberof Rooms ... Z,.........................................................Foundation ....c,:� `.. ............................ ................................... Exterior .... ?.s ' ...............................................................Roofing ....... .. . .11af� ........................................................ Floors ....... -G. " .............................'...............................Interior ........ .............. Heating . ...........:.. .h� / ": .............:...................................Plumbing ..... �''.:`.........r. .................................................. Fireplace kllca..........................................................Approximate Cost ............ .. C g?.................................... l Definitive Plan Approved by Planning Board-------------------_.---------19________. Area—. .............................. n Building with Dimensions _ / , : v Diagram of Lot and 9 Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ... .......... .......................... ........ organ Jobo T. ` �! ` . ' ~~ ' , 21143 / ��� Permit �����iA� . —'''---'' ---- -- ......................... . .. ` 49m^��^�_ Location -- -------.. ` ------. .����y��� .--.. . . � Owner Jo—b—u I � . ' Typo of Construction --Wood_ ____. , -----.—'_------....----------.. ' Plot .'.--------.. �� ----------' ` . ! < ' . . Permit G,on*a6 ...M.arob...28................... p ?Q - | � Date of |n ------------lQ ^ Doha Completed �[ ��� lg --'.^..~~ .. � -- � ' ( ' NO cArlk$� ' } - . PERMIT REFUSED . . ' ' l�—...�-- . —..--------- ^ ,^''ss '�'��'�.----^------------' ' ' ,r--' -----^^^---~--'' � � -�------~^`--~^''..----. ............._ ' _ _,,_.---.....—.,----..` ' | . , r7 ' rn __��------------.. lg . � . ^ -- ` -----.�------.----------.---.. . . - ` -----'.---------------.---.—. | . ' . ' ' 73 -0 MAY TOWN OF BARNSTABLE BUILDING INSPECTOR TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Name of Owner ............Address ... i�................................ Name of Builder Nome of Architect . Address ...— ' ... . .. . . _. . . � ---' 'r--'; res— . �------------� — � ' � ' � ' -- � ' '' ------------ Number of Rooms — ............................................Foundation —. =................... Ex1c,io, —. ..............................................................Rnofing = ........................................................ Floors --�,��/���--------------------]nk��r --.��N���(»���LK----------_--____� � . ^ / + . Heating ---'.. ----------------.P|om6ing ..... ����---.-----------_—___. - [ � � Fireplace '---�,^�/�~°----------------..—..Approximo^e Coo ----/.�� ................................... J . Definitive Plan Approved by Planning 800nj- 1Q---------. Area --------' �r ' ' ` Diagnzm of Lot and Building with Dimensions Fee-�./.. !�() 7� ________ SUBJECT TO APPROVAL OF BOARD OF HEALTH ' . ' ' — ` - ` — — ' ' ., . ' ° ' | hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above � construction. » ' , Nome ... .o=`. _--.. � �kx Morgan John (-N, � WNo 21.1.43. :. ......Sid. :lt� �wrYrirr for � ............. .................................I....... ............................ Location . . . . .............. RQ1 .t.. 4..Lan�2................. Owner .........: ....:...................: Type of Construction ............W.O.ad..fname........ ...................................... ............................... Plot ........................ Lot)...(. ....................... Permit Granted A der r ..2$.........19 79 Date of Inspection.................................19 Date Completed .........:............................19 PERMI�RE SED ............................................... ......... 19 .........................................I. ........../... ....... ......... ................................... .............. t. ....... ......... .. ...... ........ .................... Approv ................... . .......................... 19 ............................................................................... ........................................................... t GENERAL NOTES •"" �'' �� E R 1.DIMENSIONS: ) I A.DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. sHEeTINDEx PROJECT INFORMATION!,-' .�yy ,.a: C.DIMENSIONS FOR MASONRY ARE NOMINAL UNLESS OTHERWISE NOTED. PROVIDE CONSTRUCTION •Name t1 € S.DIMENSIONS SHOWN ARE NOMINAL FOR MANUFACTORED OR BUILT-IN ELEMENTS.P , f r 1 ,I TOLERANCES AS REQUIRED. ID i +x� I Al Cover Sheet,General Notes,Site Plan OWNERS: MIKE AND`MICHELLE BAGLINO , , dl LOCATION ADDRESS: 1 r 117,•INWOOD LANE t Z 34 IRVING STREET D.OVERALL JOINT WORK IS TO CENTERLINE OF JOINT UNLESS OTHERWISE INDICATED.: AZ Basement Plan CENTERVILLE MA 02632 SOMERVILLE,MA 02144 " -. E.DIMENSIONS ARE AFF(ABOVE FINISH FLOOR)UNLESS OTHERWISE NOTED. f � A3 First Floor Plan' (XXX)XXX XXXX Phorie I r A4 Dormer Plan - mlke.baglino@gmall com xf ZONING DISTRICT: RD-1 2.WHERE DISCREPANCIES EXIST BETWEEN THE DRAWINGS OF THE VARIOUS TRADES CONSULT THE ARCHITECT 4 - t ( ', - BEFORE PROCEEDING WITH WORK. AS Roof Plan—Schedules - �'F• I - WARD: •-X-X z� 5 i '�s.• % j - " A6 Door&Window Elevatlons ARCHITECT: THE DESIGN INITIATIVE INC.' I I Z • g > +q ,, MARY-ANN AGRESTI AIA Contact ZONING SETBACKS: _..,:flera+%�`-" 3.ALL STRUCTURAL STEEL SHALL BE FIREPROOFED PER FIRE RESISTIVE REQUIRMENTS OF THE BUILDING CODE AND A7 East&SouthCENTER (Contact) THE RESISTIVE REQUIREMENTS OF THE BUILDING CODE AND THE SPECIFICATIONS j;.i AS North&West HYAN MA 02607<SUFfE 2,r!'; , REAR 10 0'3 > 2 T 0'-0" a A9 Reflected Ceiling Plan . (508)790 1665 Phones{)X SIDE 10 0'« - v - 4.EXISTING WALLS TO REMAIN SHOULD BE PATCHED SEAMLESSLY WITH PLASTER AND PAINTED AS SPECIFIED. - H- y;. A9A Electrical Plan.. (508)790.1664 Fax, u '� `' A70 Sections - magrestWthedeslgnleom 1 '•" k F nR ;vfiv 5.PAINT:ALL NEW AND EXISTING WALLS TO REMAIN TO RECIEVE A PRIME COAT AND TWO FINISH COATS OF PAINT, .1 r. ♦, 14, A71 Interior Elevations STRUCTURAL NEEDS UPDATE ^at 1�"t 1( Z m f 6.FLOORS:ALL EXISTING TO REMAIN. A72 Interior Elevations y re �, ', '� ".; ENGINEER: HELENE A.WOODVINE(Contact) 8 �` A73 Interior Elevations 634 COMMONWEALTH AVENUE.`..• Z o= {/ +� h - 7.ELECTRICAL:ALL EXT'G ELECTRICAL,CABLE&DATA TO BE BROUGHT UP TO CODE THROUGHOUT THE HOUSE. ' s A e! s - - A14 Furniture _. NEWTON CENTRE„MA 02459 c+ a. 8.MECHANICAL:PROVIDE NEW MECHANICAL PER CONTRACT/SPECIFICATION TO ADDITION ASSUMED NEW Sl Foundation&First Floor Framing (617)244 1612 Phone 1 b11 A1;4 a• I,; , y.� L. DUCTWORK THROUGHOUT ENTIRE HOME.NEW HEATING,AIR CONDITIONING AND HOT WATER SYSTEMS TO BE S2 First Floor Structural (617)244 1732 Fax 1ri' , ' INSTALLED TO MEET CODE. helene@siegelassociajes com y tP f i 9.PLUMBING:EXT'G PLUMBING TO BE DEMO'D AND INSTALLED AS NEW AS INDICATED IN PLANS.RELOCATION OF GENERAL RICK ROY CONSTRUCTION, LC H �Fi r i, I EXISTING PLUMBING AND WASTE LINES AS REQUIRED BY SCOPE OF PROJECT. CONTRACTOR: 123A QUEEN ANNE ROAD' HARWICH,MA,02645. # Li - I) i,' - 10.CONTRACTOR TO SUPPLY NEW ALUMINUM GUTTERS WITH LEAF GUARD THROUGHOUT.' (508)432-6840 Phone r •x (508)432 4814 Fax "�•i!V 0 - I. .. I' 11. CONTRACTOR TO SUPPLY PLYWOOD PANELS AND HARDWARE KITS TO COVER ALL WINDOWS.PLYWOOD MUST , MEET THE REQUIREMENTS OF THE ____AND BE NUMBERED TO COORDINATE WITH WINDOWS. email 12.TRIM:CONTRACTOR TO SUPPLY ADDITION WITH KOMA TRIM/PLUGS.EXISTING TRIM TO BE REPAINTED. ,r I , 13 EXISTINGS SHUTTERS TO BE REPLACED WITH NEW VINYL SHUTTERS TO MATCH S ADDITION. >•y f,f 1 t o ° ' �� .• r .. ., I i SHUTTERS ON ADDI lj �•T^ 1 � f . 14.CONTRACTOR TO PROVIDE SUPPORT FOR WINDOW BOXES AS NOTED. 1 S.CONTRACTOR TO PROVIDE SCREEN DOORS FOR ALL EXTERIOR DOORS. Ih r 'tr s; c + KEY n Locus'Plan;✓ , _=_===_ DEMO WALL . EXISTING WALLS ® NEW WALLS Ac- z - ; a _ - - E ---- - g' Project Name: i } Baglino Residence )1 BATH f _ i, P. rl.KITCHEN +y r VN "14 > CenterviDleaMAne LIVING ROOM + 02632 ' 1 •+, XIS�TING HOUSE - c I NEIv 33D CLS CLOSET CLS. 's _ 4 . Drawing Title: r _ CLS i 4 ° +L--------------z..e.w.er K------ - 1� r, .ar co:: Cover Sheet,General - I Notes,Site Plan ,BEDROOM 1 DN 80.oa _ ' an" Scale: h �`z I' a NEW .._ KIYCT{EN Varies , DECK Drawnby: CE/MC BATH CLS e I _-- Checked by:MAA I -- • Date: 7/19/12 BEDROOM SMOKE DETECTORS REVIEWED e + REVISIONS SHOWER BEDROOM3 N W&IWIEM I KEYNOTES: cLs DECK L- E BUILD G DEPT, DATE 1.REMOVE BASE CABINETS,RELOCATE TO BASEMENT:REMOVE,FIXTURES/EQUIPMENT, HOLD FOR RECYCLING E AND THRESHOLD - 2,DEMO DOOR;FRAM I DATE - e I FIRE DEPARTMENT DA r,� 3.REMOVE WINDOWAND REPLACE WITH + ,� -'i• NEW BOTH SIGNATURES ARE REQUIRED FOR PERMITTING' «$•. 4.DEMO WALL FOR NEW CASED OPENING; REFER TOA3FOR SIZE AND LOCATION OF OPENING - I •/ I... - 5.DEMO DECK,FOOTINGS "I. F-—,µ——J e Henn ec.enc __ vw --- J � 6.DEMO WINDOWS AND FRAME L 7.RELOCATE EXISTING WINDOW,REFER TO Go nI A3 „ I Y 8.REMOVE SIDING AND TRIM AT NEW D t 'Y INTERIOR REFERTOA3;EXISTINGWALLTO "T ' 1` REMAIN. $ First Floor Demolition=Plan - - . - 2 Site Plan A 1 . SCALE:1/4- 1'-0- o SCALE:1/16— 1'-0- 9.DEMOFRAME'AND THRESHOLD.REMOVE " AND REUSE DOOR AS D03 IF POSSIBLE, '— REFER TO A3;.j 1 4tf �� 3 v 1f r •3 1 i a l 1 f a s y'- _ . _y - �W m!A (D s N Z m I — —I- 0-- ----r------- ----------- — — — — — --- ----------- -- — x -—-—-— — — i fI IM a _ I I o I I j I I — — — — — ` N — �-------------- — — — —�— — — — — — — — — — — — n Jf- ------—- I ''I---- ------------------- ---- �� - --- - ------ - --- - - ,, L - - `-'� z O I � I II c m f:i I I I i y o. =M I I a.: I am i m na I m - — — — — — — — — — - -—-—-—-— —-—-—-—-— -—- - -, - M b — — — — — — — — -- ---- -------------------- -- I I I I I I I I I I o . . _ �� ^T 1 C C'K '.i✓ gzz. 4 .. - y - •- - '.� '..t .'•' it ^+�-fit. ,-:-.y k�F S- -;s •P _ - f>;" • N. N .. O 00 N N n x n�im� It THE DESIGN INITIATIVE, INC (D N(DE y m �- Z.o `a M X m M 68 Center Street,Number 22/Hyannis,Massachusetts 02601 3 to m C tp z v, 3 N Z ro ; � 3 r- a D Z o 508.790.1665 phone y = Dj m G3 D (Dn uri D rr- 508.7W.1664 fax N � N 4' I oe LLED voe I I ;o- ` j r KEYNOTES 7 y 4e II L1.INTENT OF DESIGN IS TO MAMIZE SETBACKS AT THESE POINTS--CONSULT WITH 1 '<• s + S tt % Tk ARCHITECTAFTER SURVEY 4II t 4e), BATH t,. ',/ # qt �,i 0 4 2 PROVIDE RODAND SHELF/PTD 'ETR. 3.PROVIDE FOR PLUMBING AND ELECTRICAL V L'+i$f +' yr - ry"`•I I ^ Y FOR FRIDGE IN FLOOR DUE TO LOCATION OF Z >,� yr*zr Its I I.1 S+i xi POCKET DOOR STUDY y. LIVING ROOM L ,•,4, ETR. 4.PROVIDE NEW FLOOR TO UNDER REMOVED �a BASE CABINETS TM.E. > x 2 ` CLS CLOSET CLSF p f ETR. t " 6.SLATE THRESHOLD T.M.E.SLATE,FLUSH W/ Q ETR. j CLS ---I FINISHED FLOOR '. F -•t "s;,," 6.PLUMBING PROVIDED FOR OUTDOOR Z =77 ',rf ...'hY } SHOWER(SHOWER NI.C.) ql "'• +h '� BEDROOM I p ELEVATION r DN _.._ Z R (.s '100.00 ASL j I t ' d1L MATERIAL KEY - I h�lirti l� H t 7� ,•.. ^^ "' ^. r'I}:.� 4L. 't'a"+ ❑f a iq c° } + ') M•1 GWB/PTO ! � V BATH —F — - — — — — — —�EN ENTRY — — — —_—_—_— 11 ui1 N�[ M 5 WOOD FLOORING o 0 CLS_ if# M•3 BEADBOARD T.M.E. W - I fi CLS jj t I CABINET BASE-PTD i Era. p y D FRONT I I -:�, A :M 6 WOOD SHELF ENTRY a " Y f 1 P M-7 P BOARD A10 4 4 ..�F1 �` M.B TEMPERED ED GLASS r e r f rt' 1 M-9 GLASS M-0 BULLETIN BOARD "W 4 fl t BEDROOM 2 BED M 3 >_ �_T_ I, I Y1 r! fi ! e n tY 1 SHOWER ETR ETR. I . I d y"{ .i M-11 KITCHEN BEAM ? .era. n}2 DT �L I t M•12 STONE FLOORING TO t,M ita I oo I" I at 1 fir#s t BE SELECTED M-13 GLASS TILE A p CLS I I {•'1i !K Y t4?7 M 14 BATH TILE y -j i13 REUSEr- SIt p oz o2 i-- -- I .f�i r� d 1 L fi a s MuueD _ +, 'e ! 1,k,•' KEY ._� a t 2t 6 q.t' cc=o❑po DEMO WALL d i •'4' e O +� Y ,t k r ecev9s.ao OO 21 i � >!, f o EXISTING WALLS MULLED I KITCHEN ® NEW WALLS n;} TEMPERED 0 �I WOOD FLOORING I ' t t I,', �I T I t li'� •. � � 'I m �� 1 I ��; .. , IIL-uL�II }, ELEV 99.19 OS I 3 I A10 , k r(, 40 V. Project Name: � I I },.. I t •I. , — — — Baglino Residence F } T DECK D03 s DIN P NTRY NDr91D t.a .a ? 4,-, , I i .�t_ 1171nwood Lane AZEK WOOD 3 Pen :.'. � zylD + Centervile,MA 02632 i wooD STAIR= r L � SHOWER WOOD ' nLE P Aio Drawing Title: * ` MULLED F< j m j D9 i 9 r First Floor Plan ! BATH } j .11 4•-]" TLLE 0 Al2 T �2 Scale: LINEN a Varies y# 'I$ DOB WOOD .. DDa Drawn by: CE/MC , '�'7 5 ------ - - ---- ----- — --- --—-—- -- --1D'') "^ ' Checked by:MAA n Doe z `; Date: 7/19/12 WALK-IN CL. mkl i ip FLOOR A79 ®I a t' REVISIONS t 3 i • MASTER BEDROOM { WOOD FLOORINGtea): j j 'A t r I � _ 1 1L a SL—-— -—-—-—-—-—-—-—-—- —-—-—- 6 03 •7•./. N r.. �a. 3` t to t 9 1� 0 - s II 4_ d �t II dij ,+ 14 1\ '4.y +. r j s 1 �� r �a�4 �t • A e 0R 3y Or .II + 2+x �17. A ,f{'•. � r Jk h'.x 1 • (ICI{ J.',!! } '. tx::' �'t ° . • �x t i0� B� KEY O4 a ! xit 1 cc❑==oo DEMO WALL J.I•} EXISTING WALLS +r { I ® NEW WALLS 14 �_. y •` 'S A Project Name: Baglino Residence —-—_—_— �, — — — — 117 Inwood Lane Ilk r a'. Centervile,MA a w e { lrt ; 4 f ° 02632 Drawing Title: �.M•i ZI d� S• AIO 1 d I _.'� y Dormer Plan Scale: a 0 Varies x. Drawnby: CE/MC -—-—-—-— � Checked by:MAA .,4 Date: 7/19/12 F I d REVISIONS { . I I I j ------------i- - -- ----------------- r' -------- -J 4.2 \J 6 i i 1 A4 n DORMER PLAN J DOOR SCHEDULE PANEL SIZE HARDWARE ID.# a Manufacturer Model Finish Location NOTES WIDTH ;HEIGHT ryP Type Lockset I I I + T } D01 3 -5 6'-8 A Therma-Tru PTD 1 Keyed Kitchen Entry D02 3 j 6'-8" Simpson PTD 2 Dumb Kitchen Closet t ` D03 5 4 ;1 , 6-7 1/2" Andersen 400 PTD 1 Keyed Kitchen to Deck D04 3 8 + 6 9 1/2" D Simpson PTD 2 Dumb Pantry Pocket Door x " J - 005 2 6 6 8 E Simpson PTD 3 Passage Basement Access r W D06 2 6 t 6 8.r. E Simpson PTD 4 Privacy Master - Edf }" •� P Y entry D07 3, 6 8'.'a F Andersen 400 PTD 1 Keyed Master to Deck 1;°c —1 — — — — — — =—I �,} +' x rs'•' ' a D08 2 5 ', 0 6 8'•.- Simpson PTD 2 Dumb Walk In Slider "'" d ` ' tr ' �' 7 009 2 9 ii' t 6 8': G Simpson PTD 4 Privacy Bathroom Slider Glass +� "; m '= a' D11 2 6 r 6 8;. E Simpson PTD 3 Passage Utilities Access Ir } �' } ra t t d F r s Q 1 6 4 6 8' EXISTING x I; tl t I -----I W x G / 1 4w/.l t• —_—_—— -_—_—- R _—_—_ _—_—_ _—_—_—_ ({ T Nt A _ x (4q�k tA_e�_-—i— i i 'ter WINDOW SCHEDULE t� ' t,.. i`• I � y ROUGH OPENING I i ! PROJECT ID# CITY , ,WIDTH HEIGHT TYPE Manufacturer Model# NOTES i .'\ i t^ I i i � } l l yp4LIMIT W01 1 a 3 1/2' 2'-1/2" 400 AwningAndersen A31 Kitchen Door Fixed W02 10: 2-2" 4'-5" 400 Double Hun Andersen TW2042 Kitchen/Pant /M.Bath/Bdrm 3 P�r g Pantry Fts:,. I S1 r t ��P•I��t+ ro�,F�t� W03 3�K „ ..2 5 T_5 1/2" 400 Casement Andersen CW135 Master Bedroom W + I 8 , I' }�r - ., - W04 4 ti 2 10 5'-1" 400 Double Hung Andersen TW28410 Master Bedroom >,� — — — — — —_i— -—-—-—-— — — — — — tr I J W05 5 i 3 ` 4'-7" 400 Double Hung Andersen TW21052 Hallway/Dining Area f;l >I I ' -'` i ` ,fJ KEY W06 2 1 10 2r 4'-5" 400 Double Hung Andersen TW1842 New Library "'.Ay C i fit. rl+ c=____� DEMO WALL f +J 1 3 East Dormers,Motorized—Venting o' ' W07 4t+p 3'-1/2"'' 2'-1/2" 400 Awnin Andersen A 1 V r Y o g r+.'�'" 5. EXISTING WALLS 5' '-5" 400 Round Andersen CIR24 Master Bedroom Gable ,• ' r W08 1"i' .. 2. 2 NEW WALLS W09 3 4 r 3 5 1/2"i 2'-1/2" 400Awning Andersen A351 V Dining Area Dormer,Motorized Venting W10 1 ' 2.4 4'-4" 400 Double Hung Anderson To Replace Existing w I I I I , t r1 L Project Name: ,t `I Elaglino Residence _—_—_—_—__— _ _ _ _ _ _ _ _ _ _ _ _ _— t 117 Inwood Lane Centervile,MA 02632 Drawing Title: a Roof Plan/Schedules t Scale: �, W W i Varies Drawn by: CE/MC -��- -I-----I- - I_,. —I ------- D Checked by:MM +•- 1 Date: 7/19/12 REVISIONS +a 4 Jl tr11 + t s r " PROJECT LIMIT 3 ` :t <:f -- — — — — — -—-—-�--—--I — — — —-—-—- — i BULKHEAD A5 Roof Plan n WINDOW SCHEDULE with ELEVATIONS DOOR ELEVATIONS ROUGH OPENING PANEL SIZE HARDWARE ID# QTY TYPE Manufacturer Model# NOTES Elevattori ID.# Type Manufacturer Model# Finish Location Door Elevation t , WIDTH HEIGHT WIDTH HEIGHT Type, Lockset tF Y, •. 1D01 i A31 Kitchen Door Fixed 3' 6'-8" A Therma-Tru PTD itl K N 3'-1/2" 2'-1/2" 400Awnng Andersen syedr Kitchen Entry i > .s ® 'ffar r , F +t 9It t Q E a ® D02 3' 6'-8" Simpson PTD 2 Dumb Kitchen.Closet �, Z W02 10 2'-2" 4'•5" 400 Double Hung Andersen TW2042 Kitchen Pan"/M.Bath/Bdrm 3 �. 3 s ,.i e p — y Z ZZ O -S 2 �+I 4 a � � v 4bY �!a�E z +�P r—s-4•—r p � emu' D03 . Deck 6-7 1/2 Andersen 400 PTD Ke ed Kltchen tc I r,F. t� ;W03 3,{ 2'S" 3'S 1/2" 400 Casement Andersen CW 135 Master Bedroom � r •�", qt[ t � $j Y .. � r t , '�i. •�r p e r � t I A,t.fit `"ti .•§q�t n` /•- C'+ t�• + D04 3'-8" 6'-91/2" D Simpson PTD 2,r Dumbr'I Pantry Pocket Door S W04 4, 2'-10" 5'-1" 400 Double Hung Andersen TW28410 Master Bedroom T.! 1 f w KEY DEMO WALL O EXISTING WALLS rl, ® 605 2'-6" 6'-8" E Simpson PTD 3'e Passage Basement Access I ® NEW WALLS y+ I t + W05 5 3' 4'-7" 400 Double Hung Andersen TW21052 Hallway/Dining Area tt; , ■ r a ao 7 a u y I Project Name: Y i ® D06 2'-6" 6'-8" E Simpson PTD 4VE` Pnvacys Master entry Baglino Residence �} W06 2 v-10" 4'-5" 400 Double Hung Andersen TW1842 New Library k + r,'''.• 117 Inwood Lane Centervile,MA .+z.--. 02632 Drawing Title: D07 3' 6'-8" F Andersen 400 PTD 1 . Keyed Master to Deck .. Y. WO41" 3'-1/2" 2'-1/2" 400 Awning Andersen A31 V East Dormers,Motorized Venting ® Door&Window Elevations Scale: Varies '•-s' Drawrby: CE/MC DOB 2'-5" 6'-8" Simpson PTD 2, 'Dumb"""Walk In Slider Checked by:MAA WOS 11 . 2'-5" 2'-5" 400 Round Andersen CIR24 Master Bedroom Gable + Date: 7/19/12 + fV. �r.ia+rsv REVISIONS D09 6'-8" G I 2'9" Simpson PTD 4 P�i�acy� Bathroom Slider ❑ 4 `'p r a ,, ■ W09 3 3'-5 1/2" Z-1/2" 400Awning Andersen A351 V Dining Area Dormer,Motorized V... Ir-i--�11I Y "' 2+1' i",t t �z-e•� It D11 2'-6" 6'-8" E Simpson PTD 3 j Passage Utilities Access 4 W LA+Y 1 . + f2. ol t 1r A6 .;.r4 �,� ,f ! ,i •b T i a.. .. � ft ri 7 U � •�t'A{.� ., v i� y 1 e umi EXISTING—> NEW f' 5 42 4 2 11 L f'utyX 'y" 118.46'ASL - I E 111847 ASL Z >r1 L1 M , /'i ��t" 1 r'+ it 1rt 1 41E i,.. ,• Z •y 5 X1 t,t• !1 1, ® ® ® �11�i iirl"�M iAE l;s.. i'•r 4� � ( 9� Ij' 7t� 1 jii•. L 1S r ExistingFlrst Floor _________________________________ __——______— _ 0.tr 3 99.46'ASL-FIRST FLOOR •` .1 a ____________ 4y1 31 South Elevation SCALE:1/4" 1'-0" j �t ,� I S xS ifi a , KEY I DEMO WALL • a; + . Ir :' >' 1 i. i .y o EXISTING WALLS - ® NEW WALLS .f 1 E r1 � r' �� `�� 4" § J , +,, Project Name: k 1 £ 1. Baglino Residence .a�1,,1,h, z _ 117 Inwood Lane Centervile,MA t kq, d j+ 'a i 02632 0� ail i.. Drawing Title: • East&South s Scale: Varies B A - Drawnby: CE/MC •, t 118.47 ASL NEW—-—-� —-—EXISTING - Checked by:MAA 12 1z II 12- �e. 11779 ASL rt I TOEXTG. 12 12 12 - Date: 7/19/12 i H nssuMEOANGLE REVISIONS y JM T 1 f.: f i A 0 0 0 00 0 0 0 WINDOW BOXES T.M.E. gox iNE ❑ EXPG WINDOW BOX TO BE REPLACED . t 1 YsR 99.46ASL East Elevation T E A 7 1 1 /i 111,1i ,r 3r rl�. - Er Koo / 9n� I z, '!, p .. tK .' !'i N K. " v tw' E-------------------- —-— _ -—-—-—-—-—- EXISTING_—-——_— .,—_---------_---_—_---_—_ y �1 �.�y'w•' w4 ¢r 117.79'Sea Level �e � ., ,17 I J� 117.79'(Sea Levey � q,S r, t 44:i;�4AL ti•k ;7 z a 65 c ttt+ iFt I At t t u ®a � ® i a i 1 !I �r A,vk 7 99.46'(Sea Level)X. - ?, It" North Elevation " KEY DEMOWALL ;,44'Y ,9. ".c ;, � h x j• >.i o EXISTING WALLS NEW WALLS a: f i Project Name: 071 Baglino Residence 117 Inwood Lane F. Centervile,MA ,i, 02632 Y T. t 117.79�'(Sea Levey EXISTING - - NEW 118.47(Sea Level) Drawing Title: North&West - z Scale: Varies 12 Drawn ®® Checked by:MAA y" Date: 7/19/12 � •. ®® �®� � ; ;' REVISIONS t J 1oo.00(SeaLe�el) •"i.' -� ________ t' 99.46'Sea Level . ,, ;f n West Elevation SCALE: -a^ 1'. E ,. rat v A8 1t MULLED q;} BATH Ps pry 4 7' I STUDY :..' LL N 99ki ;N'4 N CLOSET CLS a / & A. LS Ip a i i z Z a __ � � BEDROOM 1 DIN y r t fn ^ a o � o BATH , CLS i Et f i ipw t 5l°V t, f Ei i,Y ENTRY r t � � s , CLG.HEIGHT:9'-3"AFF. f{ BEDROOM 2 •i}'+.�. !' 1±: (i'•;t y SHOWER BEDROOM 3 I NI4 „e, CLS ) 11 j Nr kf CLS 4. REUSE I ^f 1 KEY • e ,• �' 6 ______� DEMO WALL .:r '�'% i _b.. Y• `t..•, o EXISTING WALLS KITCHEN ® NEW WALLS SLOPED CEILING i _ t •th LL {}•_f �} pit 'tO'1 1.. p ♦t r.,' ri' - �* I i +•" Project Name: t '} Baglino Residence d r r 117 Inwood Lane P• ,1 - ' CLG.HEIGHT BE A�F r;;j f".,mot _ i= tj 2632Centervi1e,MA t r � '�a r HALL �4 Drawing Title: t - CLG.HEIGHT: 7-10"AFF.I r I BATH ` Reflected Ceiling Plan e: I SLOPED CEILING Scale: Varies " •'' LINEN ` 5 CLG.HEIGHT: k e'4"AFF. Drawn by: CE/MC i . Checked by:MAA Date: 7/19/12 ° WALK-IN CL CLG.HEIGHT81 AFF`; • x REVISIONS 10 k.p y MASTER BEDROOM41 el s a yl ti CLG.HEIGHT 10'-0"AFF. W4 ,d •�:'r r f t ' s RCIP A9 ,•0 '.,q it 1 SCALE:1/4" 1'-0" i hl x , A. i t l tpS 1 P' KEYNOTES: r'•' � 1,_ ..'� o P i 1,ALL CEILINGS ARE M-I EXCEPT WHERE } I -NOTED r BATH t- i�• FLOOR RCP FOR LOCATION,OF STAIR.SEE 1ST Z STUDY 7 3.SWITCH CLOSET LIGHTAT DOOR JAMBTOGGLE > S - I - , stl SWITCH.MOUNT LIGHTABOVE DOOR HEADER w CLS CLOSET 4,.GARBAGE DISPOSAL SWITCH Q ; I.I' t S,SWITCHLOWER OUTLET ONLY FOR LAMPS AT ~ Z t !. 4{iA _ f X DUPLEX OUTLET u E � Stepped Foundationa il r DNBEDROOMI Vd •1 S �! r 4 W V G A�j + rt 1, LIGHTING KEY aI j 61 ' tf i CLS L1 Pendant,. = `"o a.L c L t L2 Recessed Dowolight ve �1 NEW CRAWL SPACE 4'+/- BATH CLS A �� L2AReceesed Downlight,Sloped CIg. �a E L3 Pendent t u -•r" ENTRY 4P} L4 Sconce!Indoor } r f — / ::tom,+ u a..; - . _ _ t '� •. l C L6 DuectioK Coiling Fixture li _ � ___ _ `________� g Exterior t I ^ w BEDROOM 2 ' L + cL ., �I La Poo LI ht wn1l light dor tl SHOWER +d BEDROOM 3 Le,Under Cabinet Light i 51t+ L10 aathroo Vanity Light L11 Combination Light/Fen ldatlon UTILITIES t I I} " • 9�4 s"j l Ll2 Closet 24"Wrap Fluorescent ,I, CLS CAL i I ling Fen L14 Flulorescent Fixture V x 4' L14 REUSE r ti c.L - ' , o I I/ A \ #.. ztov la.A) 3 sotm— WnW. ni ". t`, KEY 4 ♦/ 7^� 1 ISL 9D . . u 4 Sx DEMO WALL J t;, z.m s.s, I on\� y;j I KITCHEN i/ wha`o;i dz t EXISTING WALLS NEW WALLS lit 4 1A WINDOW � I I �jyu•. I I c.L. . / II " .. t'cr,i I ��� [;j 1�s. i. �\ / --_— tr7 i s.at-- /I t 1 el Project Name: '\� \\\ \\ L L Dortnar / / fbaptKJ CA.` i`t Bagllno Residence h 1 VRLh - Ll PANTRY ... ! 117 Inwood Lane r v d Centervile,MA -OU it\ 02632 � fit.91 � 4��. I ,I I I I : I u ,e• a - '. d I ',P ! ; Drawing Title: L . CS+_t,,a' 4/ L4 .y I A, I\ WINDOW I BATH i \ : Electrical Plan UP i i a. - \\ I / / ® Scale: I5:1. rr , %/ D.:I„.r Varies F Notes: L "-C'P _,\ ��—�� -« Drawnby: CE/MC ', % All switches are LUTRON DIMA dimmer and switch 0 0 Checked by:MAA r� /% rl AV'1`�� s°„�' a �r,• r „ r / For all closets: ❑ ; WALK-IN CL Date: 7/19/12 switch on door jams > &t / fluorescent fixture above door,Lxx z typ3 C ; - , REVISIONS rF All switched plugs: ❑ i \ \I,only switch top \ S a j Provide Exterior flood lights at: 1y i s yard - s$y -driveway MASTER BEDROOM IntemeVCatile(Wirelessinfrastructure throughout u K0. consult with owner c.L. \\. /, i, "•t t `I'4 �7eM1,. f 4 p � _ ¢L - J Basment RCP Electrical Plan 7tsl A9A 2 ,SCALE 1/4 ,'-D- NEW 1 SCALE:111 - 1'-0' yt s BULKHEAD tt t • .A 4 f o t„V� r r ti o x >� T- 22 k++ N 1 i H j - ♦h Q f 1 t ` # t�l "i t k Id•Il I r Z Ot 4 ;aa;r I Il w l , 5�j�.1� t�c� A10 I � t �:t•1,l � '}j�t}'+gip ( } i d , I I I s �1W-7777 9 r '�• KEY --- br DEMO WALL EXISTING WALLS e,eY �, �- ❑ �`: I �;t �. ,} NEW WALLS r ' I. I II 4 11 E '{•. 5 ° Project Name: Baglino Residence 1k Section 3 Section 2 Section-1 : 3 scALE:1 a = r o _ 2 scALE:va" �1 SCALE 1/4'.._ '-0" 117 Inwood Lane 5 r Centervile,MA 02632 Drawing Title: Sections n2 1.1 n1 ' Y Y Scale: Varies Drawn by: CE/MC Checked by:MAA { q d ilr Date: 7/19/12 ME REVISIONS FH LE tir ; - :I I� • ^ d y IVLY { .boy' J • ,� r -0 Oft ,,,::, ._;.:: FA` ,a. .•: k 1 { f 11�� ° ' e F' A 10 ,. . $ Detail @ Bulkhead n Detail @ Existing Foundation n Typical'Foundatioh Wall n Typical Wall Section n Detail-Deck Step 10 Detail-Deck Bench n Section 4 ^SCALE:1/2" = 1'-0" SCALE:1/2" = 1'-0" v SCALE:12" = 1'-0" ', SCALE:1/2" _ - - 1 _ 1'-0' SCALE:1/Y•' 1'-0" SCALE:1/2" - 1'-0" SCALE:14" x UUIY 4x n Y t 1 °)�°r+l ,. M•1 eDPrTr /'" ... 7 4' F .n I f I tL z C EI Ell* I 2 C r M T .,�'' M-1 M-1 ,' W V oopD. r. Sel ,del r}il yY , OPEN TO BEYOND Ri:}i3 s, ^-.r•;.o oA>1 Ilk Dwn'y vwn TJ BOOKSHFIF DY^+ n � 1 �!• l� mvEn := 91 ` o a .;� ® DwewAaP Due i i F 4 A 11 1/2" 2'-6" 2'-6' 3' 3 -+: R �` �" 't't' i p•1p... 3' 1,.3. 1'-3. 1-3. 2'-6' 1•-9. 2,-3. 1.-T Q 3, ! 4 r 2' 1 9 4' �, •�1 >�-mod >t >��+ �� >I n Fantry West n Kitchen North n Kitchen East 1 v ' `� ,SCALE 1/21'-e" L SCALE:12' = 1'A• - �J SCALE:12" = 1'-0^ ,1... .„ + KEY DEMO WALL EXISTING WALLS ® NEW WALLS r Y k J:1 S ,,,�} M•1 .a caDwH wtoLDlna ® 7• } it r .� !; 1 a+ 't. Project Name: e Baglino Residence y ' -HELVES ttP M 1 7 } 0 ;; F 7 117 Inwood Lane M-1 , Centervile,MA Eo ' 02632 +'ED L M1 Drawing Title: 'Y o Interior Elevations 0 Scale: M-1 OPEN TO: M.1 Varies ..�" OPEN TO HALL BEYONDPANTRY 'T „ Dretm by: CE/MC Pantry South WI BEYOND MT "' Checked by:MAA n Dwn t LIT�te LD scALEFL Date: 7/19/12 eT Y Y 17 n REVISIONS 1 y i7�711 M-7 1 11/2" 1•-33/4„ 7 ; , r KI Y 1 g` 5 Kitchen South 4 Kitchen West SCALE:1/2' = 1'-0" SCALE 1/2" = 1'-e' {Iry y 4 d 4 MATERIAL KEY 2 YI Y3' '.I'`, FEDE66 n•DEEP M-6 'M-2 WOOD FL . A. M•2 WOOD FLOORING } ® own Dvm M•38EADBOARD T.M.E. t'.: a MS it uou M4 PAINT a Paooucg nE1� M,5 CABINET BASE-PTD �� i e Y .` M•6 ws r M-5 - / nns eaxuEr rpce 1 .' M-6 WOOD SHELF ej l U K' yr D,e M-8 TEMPERED GLASS y� . . M-9 BUL ETIN BOARD t 2'-6" �1,�* _ L. T-s^ 3' 9' 9 1-3" M•,11KITCHEN BEAM Entry_Cabinet South Kitchen Island North Kitchen Island East 8 Kitchen Island South Kitchen Island West M12BESELECTOEDINGT A 1 1 *'. �——# o t M-13,GLASS TILE SCALE:7 2" 1-U' SCALE:1/2" i'-U" 9 SCALE:V2' 1'-e' r - -�SCALE:1/2" 1'-U' —_- 7 SCALE:72" 1'-0- f M•14 BATH TILE - 1 ' M Y - CEILING U _ _ _______ OUTLET CATS N,. - r ( A M-3 _ OPEN TO �# r . Y p} Syd�,br llt'p .—► f1f.' - BEYOND Iki 1�6 h. ;t:: N "'------------ LE k k:9 t,.//l A ir` rl(l�7 [5 �G � I• Z t�fi p `0 * TYP.BASEBOARD 13"AFF.TYP.EXCEPT NOTED .�. S f• t J�', C x o f y?., f ,�(' L� k'�{ '.r t 4 a i, r i1 i.•, S o j-°F� J t Master Bed East �I t sr• 4 q �LMaster Bed North "•1 # SCALE: r.d k 1• � SCALE:1/2" = 1`"D" .. �.� AFri � �} TX tlj M. i F}E "CEILING �j')r j9G yt; yid I 3 ;v. . }/I ¢'M-1 ,ila'': + 31f"+';• J DEMO WALL SHELF ' EXISTING WALLS Y' M-10 St i a f I ® NEW WALLS r '. OUTLET CAN - r EMM OEM Project Name: 4' 'F r 12AFF. 1pAFF df ,: Bagltno Residence , 1j 1171nwood Lane St itl aR y Centervile,MA I.East 4' HaI Master Bed West ,,?: n Master Bed South I t s o2ss2 SCALE:1/2" = 1'-0" ��J SCALE:1/2" = 1'-D" I Drawing Title: i ! Interior Elevations M-3 M 3 i .Scale: 1• - Varies —" . - Drawn by: CE/MC 1X0 MOULDING M i M-1 1X4 MOULDING ` Chocked by:MAA SOFFIT SOFFIT - M-1 -1 � � 7/19/12 a . Date �3. _ M'1 _ •1yj 1. REVISIONS C.L M 1 +� ALLIGN TOP OF GLASS M-1 0 + rr WITH TOPOF WINDOW PANE BARN DOOR �p Jax F t GL I- C.L. - C.L. HARDWARE } v JI 1 ' $ ,�•t 4 — _ _ — .—.—C.Li C.L. — LJ HH M-14 GL. 1 .. F_J1 FRAMED erauaE W3 DRYWALL MIRROR ° HAND TOWED 14 1�# S ', M3 -HALF WALL W/ L, ' - bl •` �TOWELs� // P ® '.a OPEN TO S LID TO ° MATERIAL KEY ' ( M-13 M-13. BEYOND I'} !+ _ M-1 PIE.�ERP M=2 OOD FLOORING HAND TOWEL: M-3 PAfNT BEADBOARDT.M.E. M-5 CABINET BASE-PTO T.P.D M-6 WOOD SHELF y. .•K a' 1`�^^ TILE BASE r M-1 SHIPIJIP BOARD •x uEn] TYP.FOR ROOM - - M-S.TEMPERED GLASS GLASS M-10 UL BULLETIN BOARD i• M-11 KITCHEN BEAM d� • f # F- r M-12 STONE FLOORING TO A 12 ,Master Bath North Master Bath South Master Bath East n Master Bath West BE SELECTED 'r 9 - SCALE:1/2" = 1'-D" �VJ SCALE:1/2" = 1'-D" - 7 SCALE:111 = 1'-D" - V SCALE:IY2" = 1'-D" .M-13 GLASS TILE w-" �1• M•14 BATH TILE / } j 1 �t yyk tt- i 1 5 r t. t � ! 16 M.1 .V[ M 1 . t f 1 M-1 + 11 } iV y SHELVES� r,SHAKER PANELS 9HAKER PANEL E 1. Z n O y •„a' j vt �, S ovm '. 1,. i i •M;it a 1.y.. ^+.,{. W c [� F t. yj a Fey - '.3 q Y •i t s1 r. l6I Master Cabinet West Master Cabinet East n Closet South n Closet West _ n Closet North ; g;r Closet East y' U II'S ALE 1/2 'V-o" `� SCALE:1/2" = 1'-0" `' SCALE:1/2' = 1'-0"- v SCALE:1/2" = 1'0, G SCALE:1/2" = 1'-0' k I� + t`h-0 1�' SCALE:12 j .'AZT r �1� SS } ' +1� 16k Y•. t.. It i:lt r �t k. f1•.M-7 t,a' s M•10 KEY w14 a h :*I - _ _ •i r �` , 1 1'.^ `____—' DEMO WALL + }d j CUSHION EXISTING WALLS X a —_ ) •i i 1n. ® NEW WALLS f t — _ ;km t FLOATING 1 " 44"r; �rvO �t t a ti SHELF t 3• A �! 31 TYP -6" 4"Lp; M-3 4 Project Name: o i Section-Master Cabinet Kitchen Bench g = 7 ,. Ls M_1D Baglino Residence SCALE.1' 1'-0' SCALE:1' — 1'-0" t, - "'"' 117 Inwood Lane t • Centervile,MA 3/a x1 $ 02632 " FULLSLAB DOORFRONTTYP. .•8. 46t "D K Drawing Title: 3/4' b1 Interior Elevations SQUARE EDGE # SHAKER DOOR TYR Scale: 3„ W ., ffEE] �3 •_3.. Varies l'r + iMeea.Molalno `� Drawnby: CE/MC ji4CO3niq Checked by:MAA t__y 10 B..Wftl 1rA Ces4ip Fbotl�p WAa.on SEE E ELEvs Date: 7/19/12 i,►t i 1 t 1 ; REVISIONS al Door Casing 13 De�Eail Secoion Base Molding Sy�pical Window Casing Typ. Cabinet Door Section Typ. Kitchen Cabinet a'Section- Hallway Desk t 4 SCALE:tl2' = 1'A" 2 SCALE:i' = 1'-0 'Y^ SCALE:,i = 1'-0' p aj,;- 9 SCALE..1' = 1'0" e i'1, MATERIAL KEY NF t..• .� tti�* M-1 GWB/PTO M-2.WOOD FLOORING M•3 BADBOARDT.M.E. ;i i'� 't T. M4 PAINT MS CABINET BASE_PTO M-6 WOOD SHELF M-8 TEMPERED GLASS t tti"�a t1 4 t - i 4 M-9 GLASS M-10 BULLETIN a t r M-11 KITCHEN BEAM BOARD 3 M 12 BSTONE E ELECTED FLOORING TO A 13 M-.13 GLASS TILE ' M-14 BATH TILE c i t„ i I }� BATH a I z STUDY w r :j+ta CLS CLS CLOSET { ¢ E a �•,ky� CLS L_._.I # t i j — + JF I�j'�.a♦ i4,� y=t�. — q fR BEDROOM! DN a is� i f i,, 3. •. `� u + �R �• * CLS }.F �,. BATHCLS et k s irk + r_ CLS DN41 a 't. n a I�`�. a ,p i of •� d Y. ai,'ar t'+ r •. � i 1 �..�� �� fly t�s_ra' .7•' BEDROOM 2 SHOWER BEDROOM 3 T-; f 9j.. rAtr �_ Yfy tat ar ;s. CLS °U, tP t{ REUSE',Y 4 t f KEY a r DEMO WALL EXISTING WALLS { ® NEW WALLS i. •'�4� to 4r` {.+ .- wl' a s ka�a Project Name: �r..t,i 'as '. i7. ' L r f� , Baglino Residence _ 117 Inwood Lane Centervile,MA 02632 I � Drawing Title: P."'. r� Furniture Scale: —31 b Varies Drawn by: CE I MC Checked by:MAA Date: 7/19/12 + 1 * REVISIONS a q5 1` �, - �(,. •, it t +' S: Furniture Plan 1 A14 r ti• 1 4 j j Ij I' ha ! / 1 g ; u -#ILI 1 ( T f4 II f, q s I Ij i s ,a EXIISTING CRAWL SPACE i I 1 r is ,i � vl I l F Z I Stepped Foundation - 9 S , u" z Y. F•,& o (z)z%lorr A rr,.,•. YY NECRAWL'SPACE� I4� �+/' 11-7/6•T JI-230Seles@ls'«- I 11, F I. I, 1; S ll.: ILI ,I '1• + I y ?, j 1 lj ,I�, ! �'� ' Stepped Foundation UTILITIESrIu I t 1 ` I k I Sk tr�Fl+�� .{ p I 7 1 � r I 9 a + k a, it lis Sall y - - - i11. -- 'Ir , i.t — , r - v-- - - -- - --- - - - - (I Nit g+,ti�' 1151+• P1!{ -_—__- i 1 I .t.� � �q-�_ _ --.—.__ ! ............ . 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Lj ,,',4r da`I'7,�a.+.,_;.i i_•1':,a r':.x,...si..•4 ...._ _-- ---._.-..——I ('/-5IiIII'IIIIIIIiII�_I.._B—_A_T_H EXISTING,FLOORING RETAINED t-°�r1.;—{_.a.•1 rG,�r.t.s$'y;i"'`,l I t�111�i;,7�jii,#1sl1,iatI{I"t�tr1�!f�1{l x;."4.I J I"l�sJJ4ti{iJt,1li I{1r11l 1�i,.I n.�"k.*!�u.rwIrr r,''sy1.+F.!,1i.,t:•I'«.,'_-�STUDY CLS CLOSET C CLS _ —EA.__P•_C®_�4 1IpIIIIiIi;IIII.II 2.'—�___a�-'i�KI n -- _sss�Kt KK arjft Cj�tn{1,�'9`]ti!fa t12°1x 4 t.�rI ya r,rl ati1IIOl 1 x'Ip!4{t�o;I'r ft I�.{IIk,.f.�.Y�9'atly Yv+;"k,+...:"a,;fri��4Rx'zu�'n''.,A.s B'r„.�J 4•,�'Zsi+,t+LFl�`�"L 1rt.:Yvam`3°''-�k+'�.C�;'i'S-`-..'t,...���_.k.'_ IIIIjLIII = 1-0 rrt!r A ,n� �Yrt ;d�"�rts.a?a.�"_•� t 8{r �+5,t,I�1r`•�d!:.. 8 i' zZ BEDROOM 1 DN VtN�z I.'tn ,. .., ' - .t1 ^' 2/ s d ro CLS. DBATH CLS � BEDROOM 2 LIT ——————— BEDRO M 3SHOWERi CLS REUS I Z r J KEY N i1 ) DEMO WALLit NOTES: o,EXISTING WALLS TO DOOR B WINDOW OPENINGS NEW WALLS HAVE 2 KING � KO J' UNLESS NOTEBYXKXJ T E OPENINGWIND j SHEAR WALLS HOLD DOWN 1 REQUIREMENTS na Pro ct Name: lino Residence ' 4 n . , l odnepN ei ' iiM p 2632. Dro"ng Me: FsFloorStructural at anes QBEAM WELL Dr CEIMC eckdy..MAA I SR , aDte REVISIONS r ata I ' a t L Ii °11 I p ON l FIRST FLOOR-Structural Info —&GALEv b. lLS - 4'r l � (.` I . • 1 it - I`Y� a 1i S .20. r 4 , r t 'l 4 r { a1 r ryyl { 1 Aa{{tir t ti jfil • ' - ! !rt* :. ` "}t "qa If., t• . - � t 1j , { ,� t�� ! F•�i dt b't +P'117'S1 +-I" -£ I r 'Tt�>� ! 't sa9l,• % I3j Yr li 1�� :.�( �i r... y 1 t•4iN: :):' i�' .ntR t _ .�'if'i ,_I,�..� 3 I�••_y� .- �, . a". t _.-, f1�rS���+K-. .,:C.. s �`;_.rS ,4s�. . . qP,.l III:11 I , Ir I: ( fg F FIB;}I rj�lllk� 4s� I� �" (i j��>• '� i�,t IlP�1�,i1['4 k�'��i ra `P{IF ;I�KFi ''{fl]1l'lllri,�r+"�"'��b.f .n 1 i I I II E - _- r I EpEp — — —-— —-—-— III t Z p. o k I I li �4 tl,' Post to R' 9 r' I�,..n• ' .I i l l -.- - - Header for Door Opening I�L;aR, t 1 j.x I � I-12pt3I4•:s1I4�vLs- ,I u, _ _ _ __ -2) Ij ' i P_ 2)13/4•x9-I14'LVLs T 4 1 + f ,'ens ai '`j �I J— _._ ... .— —'—'—'— KEY . •'1 oho w r, ..., i I Ar - I x _ _ I _ _ _ _ __ __ _ I ---__° DEMO WALL EXISTING WALLS ,. . ..... .iK _ . ' ;{ Ei N 2x6 @ i6•ac NEW WALLS _$ _. 2x10 @ 16•oc ;- r f11--— —-— — — — Ig'— —'— — —— — -- 3D StructuraLView "` I — — ...... - '— — --- --—'— — I 9-1I4-LVLs - Pro)ect Name: t 4 7 — —'— —giros — — — — - I rl_ y. P Bagllno Residence ilk 1r )+ Y,t 9s ---' - --'-'- '- - - - - - - - 'r' I �1:71nwoodLane 't: k 'IF y °' ' 'JIB'' ' _ f , zxtD 16•or. I entervile,MA t 2)z,19__�.f_� �I f'rI y o - IO ; %' ffi f w - - L I I I hI 'Drawing Title: I — - — - S ?Roof Framing I I aI -I� ti Scaled � ----'- -'- - -'-' I I� --i Vanes; _—_—_—_.-_ Post to Rid CE I MC - �J -- .i:�� I 1 4 ��� I I— I CS`'•�I I II, j e Checked by:MAA/SR NPI-_11 ate Sri/12 Post In IT x 48•Footing55 REVISIONS I I I II RIDGE(2�13/Q'x 14,LV1,' most to Ridge ;'I�+-Post to Ridge M1 I — +a L I: I, 1 1 ( 12%12 16'oc I I I w < t � S,. •iv ,F I n 1. o :�Y, I I I III `,.r 1 II l _ I S 3 I N%l W Roof Plan r"sr e #yi �6G1LE:114' = 1'-(Y— t: a } N y;J7 I 1•� 1 `{t 11 • 0 , 1 1 ) $ )I S , • r r yt't .F GENERAL STRUCTURAL NOTES:., 'GENERAL-STRUCTURAL NOTES: (CONM SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE: Q L ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE WALL FRAMING UPLIFT CONNECTIONS: WALL TYPE SCHEDULE:' MASSACHUSETTS STATE BUILDING CODE FOR ONE-AND TWO-FAMILY DWELLINGS,EIGHTH EDITION(780 CMR),AND ALL AMENDMENTS,WHICH L..A17FACH EXTERIOR WALL S'lUDS'I'O THE DOUBLE TOP PLATE,AT THE ' � is FOUNDATION HOLDDOWNS: ' IS BASED ON THE.2009 INTERNATIONAL RESIDENTIAL CODE. ROOF WITH 1 TSP CONNECTOR AT 32"O.C.PROVIDE 9-IOd x 1 NAILS I' �i2"PLYWOOD-(EDGES BLOCKED) - __— t, ` O O '4 j 8d COMMON OR GALVANIZED B0X NAILS Q 6"O.C.EDGES AND TO THE STUD AND(6)-10d NAILS TO THE DOUBLE TOP PLATE. t HDUS-SDS2.5 W/SSTB24 8"DIAhffiTTiRANCHOR BOLT W/CNW� + ),:; 12"O.C.FIELD. L' 2.THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE. CONNECTOR TO BE APPLIED DIRECTLY TO 2X FRAMING.NOTE:NOT '). ® COUPLER NUT BETWEEN SSTB24 AND "THREADED ROD INTO WITH AMERICAN FORESTAND PAPER ASSOCIATION(AF&.PA), WOOD' ' REQUIRED WHEN USING H2A CONNECTOR PER NOTE 7,"ROOF FRAMING i4t ss ^ COUPLER POSITION SSTB24 24 ANCHORMATE TO W FRAME CONSTRUCTION MANUAL FOR'ON+U AND'CWU-I+AMILY - CONNECTIONS". /�"PLYWOOD-(EDGES BLOCKED) FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT DWELLINGS(WF IL CM),AND THE"MINUMUM DESIGN LOADS FOR BUILDINGS 8d COMMON OR GALVANIZED BOX NAILS�a)3"O.C.EDGES AND AND OTHER STRUCTURES(ASCE7-02).THE BASIC WIND SPEED FOR THE 2.Ai-FACH FIRST FLOUR STUD TO RIM BOARD WITH(1)CS 16 STRAP AT 32 12"U.C.FIELD. PLACEMENT.} - , ITS DESIGN OF THIS STRUCTURE IS 110 MILES PER HOUR.WITH EXPOSURF .O.C.AND PROVIDE(6)10d NAILS TO STUD AND(6)10d NAILS TO RIM li•l CATEGORY'C. BOARD.ATTACH RIM BOARD TO FOUNDATION SI,L.PLATE WITH(1)DSP + SA HDU5-SDS2.5 W/s"DIAMETER THREADED ROD THROUGH THE C400 t +`CONNECTOR PER 32"O.C. f r PARALLAM BEAM BELOW WITH A 3"X3"4"PLATE WASHER 3.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL l ,. r ALTERNATE STRAP r + y AND "NUT. rT� BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECTTON(S).IP +_ j ) - I""I""1 THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTTON(S)BE { .i, 1 I A)ATTACH FIRST FLOOR STUD TO RIM BOARD WITH(1)CS 16 STRAP A[' * hil COMYU?I'tA BY THE ENGINEER OF RECORD,THE CONTRACTOR SHAEI'. ) 32"U.C.AND PROVIDE(6)10d NAILS TO STUD AND(6)10d NAILS TO RIM' s CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR 7'O THE TIME WHEN t S BOARD.WRAP STRAP UNDER FOUNDATION SILL PLATE AND OVER TOP t� - "1. STHD14RJ WITH(38)1 Od NAILS INSTALLED IN ACCORDANCE O THE INSPECTION(S)IS TO BE PERFORMED.THE CONTRACTOR SHALL j r OF SILL PLATE.FI LLALL HOLES IN STRAP ON TOP OF SILL PLATE 6 f�..�' NOTE:FOR PLYWOOD SHEARWALL TYPES LAND 2 LISTED ABOVE, WITH APA PORTAL REQUIREMENTS.POSITION WITTi. INSURE THAT ALL STRUCTURAL MEMBERS AND.'CONNECTIONS ARE)f s';? i': I 8d COMMON OR GALVANIZED BOX NAILS_(0.131 x 2 Y2'%.GUN STRAPMATE TO FORMWORK PRIOR TO CONCRETE POUR FOR VISIBLE FOR INSPECTION.IF DURING THE INSPECTION,ANY PORTION OF 1 r { ]r 3.CONNECTORS AND STRAPS AS SYE(:I?lEU AAOVG FOR L7PLIFT SHALli:JI 1 NAILS MATCHING THE NAIL.DIAMETER'AND LENGTH MAY BE USED CORRECT'PLACRMENT. THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR,'. • , :'PROVIDE A CONTINUOUS LOAD PATH FROM THE ROOF TO THE ' '" AS A SUBSTITUTE. INSPECTION,FINALAPPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE FOUNDATION. , GIVEN UNTIL THIS CONDITION IS CORRECTED,AT;TTIE CONTRACTORS'',y _ o NO. REVISION/ISSIJE DATE EXPENSE. p 24"APA PORTAL WALL CONSTRUCTED IN ACCORDANCE WITH APA - f TL'CI IN1CAL TOPIC'I'T100 INSTALL S'THD14 HOLD DOWN STRAPS AS 4.ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE. _ INDICATED IN HOLD DOWN SCHEDULE CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE IN ACCORDANCE WITH CATALOG C-2011.IT IS THE RESPONSIBILITY OF THE - CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH - ., MANUFACTURER'S SPECIFICATIONS. .i I .? _ I �. _ • _. - PROJECT ADDRESS " 5.ALL ENGINEERED LUMBER PRODUCTS TO BE TRUS JOIST OR EQUAL•.. l L71N WO011 LA.NE + r t e 4 CONNECTIONS FOR WALL OPENING ELEMIENTS=(REFER TO DETAIL 2-W()II SOLE PLATE CONNECTION.SCHEDULE: CENTERVILI.E,MA INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS x +z g+• _ 4 'i { +r Iloj s d # 1 r"HEADER SIZE HEADER TO JACK STUD JACK SIUD TO SOLE PLATE CONNECTION TO FLOOR RIM BOARD { r { s i5i�i". aglk lltl Ze -0"T04'-0 (1)LSTA 9 (1)SP4 ROOF FRAMING CONNECTIONS I?B { (I(e1(7 tr r^I L 4'-1"TO 6'-0" 2 LSTA 9 2 SP4 1{I ya{i I WALL TYPE SOLE PLATE CONNECTION To RIM BOARD O O tfi r Lr s S 1.ATTACH OPPOSING RAFTERS AT TI-IB RID(IE rOV{ER THE TOP OF THE 11� !( +Ii ""L=6'=1"TO8'-0" (2)IS'l'A 12 (2)SP4� ,1 �11`. /� * i r [/I\, (3)-16d COMMON NAILS'PER,16". + RIDGE WITH(I)LSTA 18 TENSION STRAP AT 16 O.0 STRAP TO BE E t L 8'-1"TO 10'-0" - (2)LSTA 15 (2)SPH6 - - INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/I Od COMMON L ]0'-1"TO 16'-0" (2)ST2122 (2)SPH6 { .• - r ` NAILS TO RAITTERS.(REFER TO DETAIL 1 RF) 1 ' {' s t" (4)-16d COMMON NAILS PER 16". - r8 -ALTERNATE:THE CONNECTOR SHOWN FOR THE JACK STUD"PO SOLE 2.ATTACH TTIE END OP EACIJ RAFTER TO TTIE I)O[JBI:E TOR PLATE OFTHI: PLATE CAN HE SUBS'TI'IU'IED WITH THE SAME CONNECTOR SHOWN FOR + 9.. 1. EXTERIOR WALL WITH(1)H2.5A CONNECTOR,'CONNECTOR•TO BE �I'. )" THE JACK STUD TO HEADER ATTACH CONNECTOR WITH HALT OF THE� i„ � (3)-SIMPSON SDS25312 _ REQUIRED NAILS TO JACK STUD AND HALF OF THE REQUIRED NAILS 3 d:x 3y")WOOD SCREWS PER 16'. APPLIED llI1TECII.Y TO 2X TOP PLATES ON OUCSID'FACE OF WALL. Q Q � ALTERNATE:USE Q)H2A FROM EVERY RAFTER TOAALL:STUD BEI Ow.° TO THE SECOND FLOOR RIMBOARD OR FOUNDATION RI BOARD t '' TSP CONNECTOR PER NO'TE'1',"WALL FRAMING UPLIFT CONNECTIONS", S CONNECTOR TO BE AII'ACIIEll llIRF.CTT:Y TO 2X FRAMING AND RIMBOARD.ALTERNATE CANNOT BE USED wHFav SOLE PLATE Is I CONNECTION TO CONCRETE FOUNDATION iS NOT REQUBLI?DWHEN USING(1)I72AATEVERY'RAFTER i T'; rd ! ° +ATTACHED DIRECTLYTO FOUNDATION STEM WALL OR CONCRETE SLABS rs '` SILL PLATE CONNECTION TO CONCRETE s r 3.BLOCKING TO BE PROVIDED ABOVE THE WUELE TOP PLATE OF THE NOTE; _ ) 1 (' EXTERIOR WALLAT THE ROOF WITH ROOF SHEATHING NAILED TO THE e ; f. ° J"DIA.ANCHOR BOLTS AT 32'O C BLOCKING AT 6"O.C.PROVIDE'V'NOTCH IN BLOCKING TOTROVIDE + A.HEADERS FOR DOORS AND WINDOWS TO HAVE(1)H8 CONNECTORAI ADEQUATE VENTR.ATTON AS REQUIRED.BLOCKING TO:BF.ATTACHED.^ THE TOP AND BOTTOM OF ALL CRIPPLE STUDS. 1 �: NOTE:ANCFIOR BOLTS REFERTR+ICFD ABOVE TO BE e"DIAMETER A307 k ',M C K�E'N:'Z�I E DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WAIL W/(I)RBC 7 r r}-y, I y - STEEL ANCHOR BOLTS WI'II-1 3 x 3"x I"P1ATE WASHERS WITH 7" CONNliC1'OR .s 1 I'j 5.• ,&HEADERS 4'-1"AND LARGER REQUIRE(2)JACK STUDS AT EACH END.OF '' - °tNC�INtERING + ,s MINIMUM EMBEDMENT INTO CONCRETE::. a+ 3 r THE FIEADER, ' i :, 4. ROOF SHEATHING TO BE NAII.ED 6"ON EN'CL;R'AT TLIE EDGES AND6" �: i. .,r + �.ONSU�T/�NTS ON CENTER IN THE FIELD. ` '(• = + sw'^ ":^+„ I C.PROVIDE(1)A23 CLIP ON THE TOP OF ALL HEADERS AT EACH END OF 1 --- _ i 1 I HEADER TO THE KING STUD ADJACENT TO THE OPENING. 'r - - + ..1279 MBZSTONE RD. „`� LEGEND: BREWSTER;MA ,� .•I D:,PROVIDE(1)SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF, '-, i ;T THE WALL,WITH(3)10d NAILS TO DOUBLE TOP PLATEAND(4}lOd NAILS ? TO KING STUD.FOR CS 16 STRAP SIZE REFER TO NOTE"2"ABOVE.FOR' I S SHEARWALL CONSTRUCTION:. / FLOOR FRAMING CONNECTIONS.; 1 °'` - SHEARWALL TYPE FIRST FLOOR HEADERS PROVIDE(I)CS 16 FROM EACH KING STUD TO THE , t __ FIRST FLOOR RIM BOARD.FOR CS 16 STRAP SIZE REFER TO NOTE 4 I.ALL SHEARWALLS TO HAVE DOUBLE STOP PLATES AND DOUBLE 2X 1.PROVIDE 3 Ii"x I I I-PARALLAMS UNDER ALL FOIST FLOOR INTERIOR`.. 'pi. ABOVE. ( e, STUDS AT EACH END OF WALLS(UNLESS NOTED OTHERWISE) O SHEARWALL GRIDLINE + SHEARWALLS WHEN THE SHEARWALL IS PARALLEL TO THE FLOOR JOIST FRAMING DIRECTION. S: t" S, r E:KING STUD TO RI BOARD CONNECTION SPECIFIED IN NOTE D'ABOVE t 2.FACE NAIL DOUBLE TOP PLATES W/.16dNAILS AT 16"O.C.USE(8)-16d ` K r��' IS NOT REQUIRED W Il)3RE A StMARWALL HOLDOWN IS ADJACENT TO THE NAILS Al'EACII SIDE OF LAP SPLICES IN TOP PLATES. (� U' Fh OPENING. J SHEARWALL HOLDDOWN TYPE i - j. r. ! .R a ., + 3.NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE F.•SILLS FOR OPENINGS LESS THAN 4'-0"WIDE REQUIRE(1)A23 CLIP A1' I' AND BELOW ALL OPENINGS IN SHEARWALL. eP sexy /�2 + THE BOTTOM OF THE SELL PLATE'TO THE KING STUD AT EACH END OF.- • SHEARWALL HOLDDOWN orcei E,s`'x .THE.SILL.PLATE.FOR OPENINGS 4'-0"AND LARGER PROVIDE(2)A23. 4.ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT - F :CLIPS AT EACH END OF THE SILL PLAIT'ON THE"TOP AND BOTTOM OF, SHEARWALL SHEARWALL ENDS WITH 2 16d NAIIS AT 6'O.C.FOR SECOND FLOOR LO THE SILL.PLATE. SILFr1RWAl.L.S AND l6d NAILS O.C.STAGGERED N,` SHEARWALLS. (2) ERED FOR FIRST FIAOR , l PERFORATE SHEARWALL.CONTINUE PLYWOODABOVE n K.. ' AND BELOW OPENING WITH NAILING A T7 U (.CORDING TO 'A l: S.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS Al'SHEARWALL SPECIFIED SHEARWALL TYPE. ENDS. r JOB#1 12 199 S- SHEET: #OP KING AND JACK STUDS------ -- -- -- �{.)- REQUIRED AT WALL OPENING I DATE: ;7 18 12 S': S4 SCALE:- NONE % i s • x I ICING STUDS 'MODEL NO. DIA.' MIN.EMBED. MIN.REBAR LENGTH BUILT UP CORNER STUDS " ' t TRA•A4ER STUDS � � � - MODEL NO. DIA. MIN.EMBED. NUN.REBAR LENGTH - (PER PLAN) (NAIL PER. le) j SST816 5/8 12 s�" - 50" (PER DETAIL.e) } s" I SSfB20"' '5/8 , 16%' 58" we E SSTRI6 5/8 -'12/ 50" ; k, OPENING : I. SSTB20 518_ 16%" _ 58"_ + Cr SSTB24 518 2OW W. " ��. CSI6 STRAP SSTB28 7/8'•''' _ �" _ 74" Yi �;A p ' SSTB24 5/8 20/s 66" _ s (PPR GSN) 82' I, SSTB28 7/R— 24/s" _74"---- _ " $STB34 7/8 ' SSTB34 7/8 28/n" 82" SB1x30 1 24 96". t II T I HDU HOLDUWN -- HDU HOEDOWN I ±4 SBIx30 1.._ 24 ---_--96" {' 1 ,16F'� ,..• I` !;'NOTE#4REBAR10dEC1iN'1'EREDONIIOLDOWNAND (PER GSN) o ' . LOCATF..D 3"TO 5 DOWN FROM TOP OF FOUNDATION WALL ( M 'NOTE:i!4 REBAR'I'U BE CEN'lEIU.D ON HULllU WN'ANll I s THREADED.ROD THREADED ROD ! LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON MANUFACTURER'S SPECIFICATIONS. .PER SIMPSON MANUFACTURER'S SPECIFICATIONS. t r MRG� t. LTPSN) .� 45° 6 - • (PER GSN) ° ,4 a - #4'REBAR• — SSTB HOLDOWN ANCHOR "v =CNW COUPLER °•- #4 REBAR• " _v-- DSP(PER GSN) --_ (PLACE SSTB ARROW •+ �. f� SSTB HOLUOWN ANCHOR EDGE DISTANCE _ a ON TOP OF ANCHOR ^ DIAGONAL IN CORNER H 4--_73 �1111 aL#4 RFBAR y POSITION IN WALL PER 1.75"FOR 2X4 WALL 3"'1'U 5 �M4 ILEBAR APPLICAd a " SIMPSONMAMIFACTIIRF,R'S 2.75"FOR 2X6 WALL ip TIQN) CNWCOI LFRS `� DSP . SPECIFICATIONS:. SILL PLATE 4A (PER GSN)` ANCHOR BOLT v(PER GSN) � v d � � � —- - -- (PER GSN) SSTB HOT,DOWN ANCHOR d � - � -EDGE DISTANCE 1.75"FOR 2X4 WALL a a ` , MIN.REBAR LENGTH n MIN.REBAR 2.75"FOR 2X6 WALL . n SSTB IIDLI30WN ANCHOR ' 3. HHDHOLD DOWN @ PLAN VIEW 2 HOLD DOWN @ I PLAN VIEW5„""T'WINDOW OR DOOR OPENING q , `'. HD EXTERIOR BUILDING CORNER BUILT-UP CORNER STUDS MOD13L NO. DIA:..._. MIN.EMBED. MIN.REBAR LENGTH •" -- ALL 2x6 WALL ( SSTB20 5/8 16%" 58" + Y 6"O.C. 4"O.C. 6x6 DUUG FIR POST 6"O.C. 4"O.0 (PER DETAIL a -- SS'1'B16' S/8 s'. ]2%" 50" 2x4 W •y ' e 7 SSTB24 5/8I� 20%" 66„' u SS17328 '- --7/8! — 24��„ ---- 74" v/. i (I SSTB34 7/8 28'/e" _ 82" ++ ++ F i i , ,. + + _ r v I-IDUHOLDOWN c { SRIk30 - 1 j: _ 24" --- 96° I + + "{ ° I'I 'NQTE:#4 REBAR TO�BE CENTERED ON HOLDOWN AND CSI6 STRAP I I G , 1 HOLD DOWN ,,:HOLD DOWN (P,R GSI� THREADED ROD f t; LUC;Al7?ll 3"TO S DOWN FROM TOP OF FOUNDATION WALL (PERpI.A1V); ++ +.,: �,t� + + j++++�( � I PER;SIMPSON MANUFACTURER'S SPECIFICATIONS. Y+�.. ++ + NI „(PER PLAN) + + --.. [a.. MIN. - -L:I45 - #4 REBAR" - NO. REVTSIONQSSUE (PER GSN) rY { 0EXN VIEW ELEVATION VIEW PLAN VIEW ELEVATION VIEW NOTES: NOTES.• �, J `DSP aF.R GSN) 1,p7TpCH STUDS AT BiJILT-UP CORNER TOGETHER WITH(2)ROWS 1:ATTACH STUDS AT BUILT-UP CORNF.X TOGETHER WITH(2)ROWS s , 3"TO 5" -`t'� .•. 1 i' EDGE OF 1 16 ")NAILS AT 6"O.C.FOR 2ND STORY SHEARWALLS. r-OF 16d(0.162"x 3.5")NAILS AT 6"O.C.FOR 2ND STORY SHEARWALLS. , #4 REBAR-B-f 6d(O. 2"x 3.5 a DISTANCP. PROJECTADDRESS f.� SILL PLATE' d v CNW CUUP1.11R v :1.75 FOR 2X4 WALL 2.ATTACH STUDS AT BUILT-IJP CORNER TOGETI'lER WCIH(2)ROWS .:1 ATTACH STUDS AT BUILT-UP CORNER TOGIi THER WITH(2)ROWS ` ANCHORBOLT d. 2.75"FOR 2X6WALL 1i.7.INWOODIANE (PER GSN SSTB HOEDOWN ANCHOR OF 16d(0 162 z 3.5")NAI S AT 4"O.C.STAGGERED FOR 1ST STORY °OF 16d(0.162"x 3.5")NAILS AT 4"O.C.STAGGERED FOR I ST STORY ( ) d .' .• SHBARWALLS'' +l `SI-IEARWALLS. C$N'fERV1LLE'MAC v t SSTB HOLIJOWN ANCHOR "a. (PLACE SSTB ARROW FHD HOLD DOWN r oNToroFANCHOR 1 BUILT UP CORNER @ @ , :DIAGONAL IN CORNER PLAN VIEW ,: INTERIOR BUILDING CORNER` I I4 aeeucATlorn I� wF END OF ISHEARWALL ROOF SHEATHING § ROOF SHEATHING I +" i EDGE NAILING a/ t i; 6 x •:SHEAR WALL END POST r (NAIL PER�) I I LSTA STRAP, 16 O.C. a;, ROOF RAFTER t } i..` '�v 2X BLOCKING BETWEEN i i.,: PER PLAN (PER GSN).r�. "'y' RAFTERS(NOTCH FOR !" VENTILATION IF REQUIRED - j ROOF SHEATHING - -EDGE NAILING o REFER TO ARCHITECTURAL :. HDUHOLDOWN . d; PLANS FOR MORE INFO) 1 :• (PER PLAN) (7)-1 OD NAILS (a)EACH END + } I. ,, * ;.-,s L r )• r ++++++ + I-1 I +++ i DOUBLE 2X TOP PLATE f I PARALLAM THREADED ROD .ROUT'RAFTER PER Pi.AN.(REFER ,- I .��. - Ir'k,f --- (PER.PLAN) is M C K°E N;Z I E ,.TOARCHITECTURALPLANS FOR 1; _ , ' .,,I;;'•. '. ,ENGINEERING SEE AI TERNATE ®.� RAFTER DIMENSIGNSAND SAVE E ",1`•I" CC�NSU�TANTS ROOF RAFTER PER PLAN 1 i-..{ DETAILING) r " H2.5A(INSTALL PRIOR ro §, BLOCKING AND PLYWOOD S- �.} ALTERNATE:ATTACH OPPOSING RAFTERS. - SHEATHING)ALTERNATE 1 ' 1 F''NOTE:DRILL HOLE FOR THREADED ROD 1279 Mti..l STONE RD. BELOW RIDGE BEAM OR RIDGE BOARD 'Y . o DOUBLE 2X�TOP PI.AI'I H2A I 1 ly I 27C STUD t Y:,:TFTROUGH PARALLAM AND ATTACH W/ +' c BREWSTER{MA WITH 2 x 4 COLLAR TIE AS SHOWN RIDGE;:. t F 7 F " .:, P S MIT AND 3X3X PLATE WASHL r STRAPS NOT REQUIRED WHEN USING A r -: 1 ,( y 1 r 1 1 BEAM ' -TSP(INSTALL PRIOR TO k f" (774)353-2144 Q S F �+ j.2, t .'I r If RBC(IIdSTAZL'PRIOR'TO COLLAR TIE. e p (IF SHOWN ON PLAN) PLYWOOD SHEATHING) t i .:. WALL SHEATF'IM('OR ON r. y ;UP NOTE:NOT REQUIRED IF ;L { TOP OF DOUBLE 2X T t . H2A IS USED A'I'EVERY I 1, 3, 1 PLATES PROVIDE90°BEND € 5 INTERIOR HOLD DOWN STRUCTURAL RIDGE BEAM 1 RAFTER TO TOP PLATE roRLocx>ric>., i TER 4� t _ IN FLOOR FRAMING If RF j+,'�I I f t Iti ,I ` tt � ' i ��1 f �.• 'I..o :�i C' 4r V. p , i D r1� III f}r S " y TIP r4 Ivn , � yya>3. S "I:'. � r. 1 I t.; i ]OBH�-12 199 '• x (�` - i j ;�:j k•'i 1 �,.. r n� i§'. - F I q:", .#. SLA1:E. NUNL•`" n. I L-L l i 'C'a Jv 'it I ,1 t , � I� I + ; ��' a w 4�•,tr OPTION#I !Ip r x i HEADER SIZE A' �Ej CGj y If G. L=1'-0"TO 4'-0" (1)LSTA 9• (1)SP4 (1.)SSP .1 A23.. 1 118 TOPBOI ^„ PERKING t k O (1)A23 O I OF EACH CRIPPLE STUD C �' n (1)SSP NU1L':FUR HEADERS LOCATED l` ---- L=4'-1°TO 6'-0" (2)LSTA 9, (2)SP4 PERKING _ ' (1)A23 (2)A23 DIRECTLY BELOW DOUBLE TOP l — ._ L ` '• EACH END OF STRAPS; —� PLATES.STRAP HEADER TO (' (1)SSP - rop PLATES WITH(1)CS16 =6'-1"TO 8'-0" (2)LSTA'12 -(2)SP4 PER KING PER EACH KING STUD! (1)A23 (2)A23 PER 16"WITH(1)8D NAILS y �� Ei Ei .1.. " _ (SEE NOTE W) a -- EACH END OF STRAP.BEND --' -- L=8'-1"TO 10'-0" (2)LSTA75 2 SPH6 (1)SSP a}^ - ASR REQUIRED. P OVER TOP PLATE'S O PERKING. (I)A23 (2)A23 AsxE�u1RED. F�l# l ALTERNATE:ATTACH EACH HF.ADFR(PER PLAN) -- �� 1 SSP t RAFTER TO LEADER WITH -- --- L=10-1' TO 16'�(2)slZlzz. (2)SPH6 PERKING -- t (1)A23 (2)A23 { A OPTION#2 HEADER'SIZE �:' O © CDC OE O WINDOW/DOOR OPENING' ! - - ' ' : '. (1)-cs 16 - . L=1'-0"TO 4'-0" W/(5)ab p) KI ( EACHEND PERKING (1)A23 (1)A23 SP (1)EACH/B CRIPPLE S . OF EACH CRIPPLE STUD (2)-CS 16 L tt_ (1)SSP NO'171+:FUR IIIiADERS LOCATED Ir 4'-1"TO 6'-0" W/(s)8D (1)A23 (2)A23 s s EACH END T PER KING DIRECTLY BELOW DOUBLE TOP { tG (1)CS 16-(6)8D NAILS PLATES,STRAP HEADER TO v r+ 1 :I+ (2)-CS 16 SEE NOTE'3' (1)SSP EACH END OF STRAP' TOP PLATES WITH(1)CS 16 t L-6'-1"TO 8'-0" Enctl s END PERKING PER EACH KING S 1 A) (1)A23 (2)A23 PI R 16^wnH(a)8D NABS �/ W a (SEE NOTE W) - EACH END OF STRAP.BEND �.�! (2) CS 16,'., L1 (1)SSP - STRAP OVERTOP PLATES ; . �� ; ..(`I„" " ' W/(8)8D t j ] A23 2A23 AS RF.OUIRED. L--8'-1 TO 10-0" 1 (.. PERKING I O () EACH END'. Al TERNAIE:ATTACH EACH RAFTER TO HEADER WITH L=10'-1"TO 16'-0" (2)ST2122 3 3 tL8• I3 CB (1)SSP PERKING (1)A2 (2)AZ ' NU. REVISIONASSUE., DATE -- NOTES: 1.HEADERS 4'-1"AND LARGER REQUIRE(2)LACK STUDS AT EACH FND OF THE HEADER a + D D 2.CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS. 3.NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH(2)-16D NABS PER 6"O.C.(JACK STUDIO SOLE PLATE STRAP NOT REQUIRED) �.�PROJE.CTADDRFSS 4.STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING:,: DETAIL FOR WINDOW AND DOOR FRAMING ONLY.OTHER STRAPS AND TTES NOT SHOWN FOR CLARITY. 1:17IN WOODLANE '•CENTERVILLE:°MA 2 FRAMING @ WINDOW AND DOOR OPENINGS r QWF f3�) Q: „ 6 .. 01az a a a a a Y ) , t�1:Z I E # ENGINEERING 1, , J CONNULTl SI s nm S{g 7 1279 MllsLS1 UNE RD. REW3 I+ ICI"i " TP'2144 IL•Gm,cw4 �m,o j � ��I ; t �.treo,t�m®G'' tt �. � {.( B 774.353 2144 � !k).. - .: , Ild�'➢ r)J{ 1 .,. � { - 1,(rt llf: itµ ltl ¢yfl'; � �;� . 0, L � x F t �''• tt �' i 1�i��f i 1 � M.Tt 4- I �L t(,it I �nnnr.fr r 41 " € Ikt '11Y ,}! I SIDE ELEVATION k°� �Iglii,i'} ° i � �� y�'r ki. L r r. •,a `old I t tv 111= ,xt t� • "� ,. II ' [ ,p 1J}[(.'�) kl! ' - _ - a ii ..v4 v y .. JOBH 12 199" .31 i' SHEET-.- 1. k:.'TAB`f.., Af t�c�v t�•. APA PORTAL WALL DE TAIL NO SCALE Ili ' i ° t k,,,1k.l 1 r :ne' �I$ scALE': xoNE f $ K f rJ l 9 d Pill' 1' r . s, ;. r - `g.' f }l�•( F� z ; 'f l..' l .1" if "(Fl t t I1(f t f F I {i L• v o � i I I I I W N --- ------------------------- ------------------- -- ------ — — — ------------------ � a E —-—-—-—-—-—-—-—-—-—-— ----- `2 ...... ....... N j aaoo _ Z � o m v N vI N • I� i i I i i i i i ICI i i �I �j j i i i i ICI i iLL I �j r. �, i j al it - ' i i i i I � i I i � iI N a iI ial �l I - j a i i i l i I i i i j KEY DEMO wnu ev II o I I o EXISTING WALLS I I I I I I I I I : I.. _... ... I� �, —-—-—-—-—-—---—-—-—-----—-— - - — ------�' ® NEW WALLS Q. 2` o' a o Project Name:4 Baglino Residence N I I 117 Inwood Lane N Ud I Centervile,MA 02632 j j jl Drawing Title: W1 11� 1 I I Floor Framing --—------------------------ --=----------I--- -----------I------------- --I----------------------�—.-- a �— Scale: Varies Drawnby: CE/MC Checked by:MAA/SR Date: 8/1/12 REVISIONS Iti,OF MA s� y o` MARK M EE a o. / �ss�oNAL S1 i I oIIIOII( N. V > >, 101/ _ > N E I x I o Z - - I I aLL I O _ KEY DEMOWALL a o EXISTING WALLS .. ---- ---- ---- — --- ------p --- -O� — -------—-—---—-—-—-—-® ---------------------� ® NEW WALLS o w w a a a n LU I I I I I i Pro ect Name: U. j 1 U I Baglino Residence I I I I I 117 Inwood Lane i N Centervile,MA 02632 J 0 Z U w I I Drawing Title: al m I I I m First Floor Structural — --- — -- — — --- -- -- -- ---—-—-—-—-—-— ------—-—-—-—---—I-—-—-—-—-—-—-—-—- —-—-—- \J v Scale: Varies I p I - Drawn by: CE/MC N Checked by:MAA I SR F Date: 8/1/12 REVISIONS w w o a 2 U m w I � J 2 U O U. MARK A. ZMc ' x r va t w �Qr / m s/0 T y S2 I � U F u i3 5 Q z c ---------------------------------------------------------- —___ _—_-_._.._..__—-._.._ — r 1 I —. - —� — La--I—I —1 _---- -_-.-_ _.. .._._..._.. .__-_.....— i i I II -oLKi z II 1 I -_...I..---.-...-._..----..-....-_.-.-..._........................._.....�. `J/ I I I, I Dtxzz .�I - i z M v W ......... I..........._........_..._............_. ...._ z ; I .--................_....._............_.._........._.-. - - --._-....-._....... ...__.. _._..__....-__....._..... _...-._.---...__.---.__.-.-.__.-.--__-..___-. w C ....__..... �, o I ! NI I III III 11 I ----------- _........---- ---...--....__......._............. e I I I I I I I I �I _ _. �I e S _.... a............__........................ n - -- i j i I r I i II I II I i i i i i i >\ . --.._...._ '_ . -_. - t � I I ''�;\ 8l 4!E L(Z) 39 la o EXISTING I � �, - - _......... .. ._. . i i i I I ! i i ; t rerye I ! i I ICI I I I I I I I I I I 1 I I .Ih l j j I I: I I I I I I i I I I p� I tlx I I I I o .-..__. .. .. .. .. .- .... - °`"z , i � .. .... _.. ......._II Nq, 1A141L6x„4/E-l(E)-a3GV3H � I I I I ICI I I I '=11 I �AIl� L-6 1 L(Z)1 lad I I i +0, i 8xZ E-�J30�3H i .i I I l .Dlt x—,4 t—E a3 3H — --- ---------- -- — — I ai I II I�m,I4znt sx Iz.(rE/)e IL z I;aM ITI I t i I II II II KEY Ir DEMO WALL IIIi o EXISTING WA LLS --------------------- a30 3H { I — — I I I I I_ I I I I I_IIc., — — — - — — — — — — — --.— — — 'h---- -------- ------� ® NEW WALLS • lnl.4/L-LLx.4/E-t Z. I t I I WV3B la0ddn5 d00a HOaOd *r; ii i I Project Name: I I V Baglino Residence � I a EXISTING I I - I - 117 Inwood Lane - Centervile,MA - 02632 I Drawing Title: Roof Framing --=-- — ----- _—_--____®_ ��me===-- ----- I _ -—-—-—-—-—-—-— —-—-—-—-—-—-—-—-— _1---------------------- �— --- , _ _ Scale: ® Varies Drawn by: CE/MC Checked by:MAA/SR __--_—_ Date: 8/1/12 REVISIONS y OFof M K A. EXISTING Me' _NZIE /ONAL S3 l I� GENERAL STRUCTURAL NOTES: GENERAL STRUCTURAL NOTES: (coN)"D) SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE: 1.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE WALL FRAMING UPLIFT CONNECTIONS: WALL TYPE SCHEDULE: MASSACHUSETTS S"I"AI"E BUILDING CODE FOR ONE-AND TWO-FAMILY DWELLINGS,EIGHTH EDITION(780 CMR),AND ALL AMENDMENTS. WHICH 1.ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE �%i'PLYWOOD-(1"sDGES BLOCKED) FOUNDATION HOLDDOWNS: IS BASED ON THE 2009 INTERNATIONAL RESIDENTIAL CODE. ROOT WITH(1)TSP CONNECTOR A"I'32"O.C. PROVIDE(9)-IOd x I 1 NAILS /) 8d COMMON Olt GALVANIZED BOX NAILS rJ 6"O.C.EDGES AND TO THE STUD AND(6)-10d NABS TO TI-IF DOUBLE TOP PLATE. 12"O.C.FIELD. HDU5=SDS2.5 W/SSTB24 f"DIAMETERANCIIOR BOLT W/CNW` 2.THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE x a CONNECTOR 1'O RE APPLIED DIRECTLY TO 2X FRAMING.NOTE:NOT 5 O COUPLER NUTBETWEEN f' =ADED RO INTO W1711AMERICAN PORL•S"I'AND 1'AVERASSOCIAfION(AFKPA),'WOOD REQUIRED WI-IBN USING FI2A CONNECTOR PER.NOTF..'2'."ROOF FRAMING C SST624 ANUa THRL L D FRAME CONSTRUCTION MANUAL FOR ONE-ANDTWO-FAMILY CONNECTIONS". a-�� , HOLDOWN POSITION SSTB24 W/ANCHORMATE TO w . - /,Z 11_YWOOD-(EDGES BLOCKED) FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT DWELLINGS 0.NGS WFCM AND'I'I-11?"MINUMUM DESIGN LOADS FOR BUILDINGS CS L�] ( ) Z 8J COMMON OR GALVANIZED BOX NAILS C 3"O.C.EDGES AND PLACEMENT. ANU O'fHCR STRUCTURES'ASCL-7 02. 7T 1L'BASIC WIND SPEED COR'1"HC � � - . l ) 2.ATTACK FIRST FLOOR S"1'IJD 10 RIM BOARD WITH(I)CS 16 STRAP RAP AT 32" 12"O.C.FIELD. DESIGN OF T IIS STRUCTURE IS 110 MILES PER I TOUR wiTi-I EXPOSURE O.C.AND PROVIDE(6)10d NAILS TO STUD AND(6)IOd NAILS TO RIM F••L� - CAI-EGORY'C. BOARD.ATTACH RIM BOARD TO FOUNDATION SILL PLATE WITH(1)DSP HDU5-SDS2.5 W/N"DIAMETER THREADED ROD THROUGH THE CONNECTOR PER 32"O.C. PARALLAM BEAM BELOW WITH A 3'X3'X14"PLACE WASHER 3 TIIE CONTRACTOR IS RESPONSIBLE FOR CONTACTINGTHE LOCAL ALTERNATE STRAY - - AND'y"NUT. W U BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPF.CTION(S). IF - THE BUILDING OFFICIAL REQUIRES T THAT 11:I]-INSPECTION(S) BE A)ATTACH FIRST FLOOR STUD TO RIM BOARD WITH(1)CS 16 STRAPAT W COMPLETED BY THE ENGINEER OF RECORD,THE CONTRACTOR SHALL 32'O.C.ANU PROVIDE(6)IOd NAILS TO STUD AND(6)10d NAILS TO RIM r.y CONTACT TI IE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN BOARD. WRAPS TRAP UNDER FOUNDATION SILL PLATE AND OVER FOP STf ID14RJ WITH(38)10d NAILS INSTALLED IN ACCORDANCE THE INSPECTION(S). I T PIRf F , - o S _CTION(S) S O BE ORM_D. THE CONTRACTOR SHALL I_L OP SILL 11'_A'Tl�. I ILL ALL HOLES IN S I RAl ON 1 OP OI•SILL PLATE. NO'TG:FOR PLYWOOD TYPES I AND_LISTED ABOVE, I4 WITH APA PORTAL REQUIREMENTS. POSITION WI"Ili. SURETIIA'TA STRUCTURAL MIS B�R' _ O . .. T _T - LL MEMBERS L SAND CONNECTIONS ARE, � Sd COMMON OR GALVANIZED BOX NAILS—(0.131 a 2/�"). GUN S'LRAI'MATL- I O FORMWORK.PRIOR l0 CONCRETE E POUR FOR VISIBLE FOR INSPECTION. IF DURING THE INS PECI"ION, ANY PORTION OP - - NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE USED CORRECT'PLACF..M ENT. U a 3.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SHALL THE STRUC"I"URE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR PROVIDE A CONTINUOUS LOAD PATCH FROM THE ROOF TO TIIE AS A SUBSTITUTE. - _ - INSPECTION, FINAL APPROVAL OF TI-IL"ENTIRESTRUC"PUREWILLNOT.BE .FOUNDATION. GIVEN UNfILTHIS CONDITION IS CORAECTEDATTHE CONTRACTOR'S - NO. REVISIONASSUE DATE EXPENSE. 24'•APA PORTAL WALL CONSTRUCTED IN ACCORDANCE WITH APA 4.ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE ATECHNICAL TOPIC TTIOO.INSTALL STHD14 I-)OLD DOWN STRAPS AS D DOWN SCHEDULE - CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE IN � INDICATED IN HOLD - ACCORDANCE WITH CATALOG C-2011, IT IS THE RESPONSIBILITY OF THE - CONTRACTOR TO INSTA LL ALL CONNECTORS IN ACCORDANCE WITH - - - - MANUFACTURER'S SPL"•CIFICA-LIONS. - � � ., � - PROJECT ADDRESS: 5.ALL ENGINEERED LUMBER PRODUCTS TO BE TRUS JOIST OR EQUAL - 117 INWOOD LANE 4.CONNECTIONS FOR WALL OPENING ELEMENTS-(REFER TO DETAIL 2-WF) SOLE PLATE CONNECTION.SCHEDULE: CENI'ERVILLE,MA INSTALLED IN ACCORDANCE WI'CI-I:MANUFACT R'_URES SPECIFICATIONS. HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE CONNECTION CO FLOOR RIM BOARD F L P-O'T04'-0" (1)LSTA9 (1)SP4* ROOF FRAMING CONNECTIONS: - L=4'-1"TO 6-0" (2)LSTA 9 - _ (2)SP4* WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD 1.ATTACH OPPOSING RAFTERS AT TCIE RIDGE OVER THE TOP OF THE L 6'-1'TO 8'-0" (2)LSTA 12 (2)SP4* - (3)-16J COMMON NAILS PER 16". RIDGE WITH(I)LSTA 18 TENSION STRAP AT 16"O.C.STRAP TO BE ' L 8'-I'"f0]0'-0" (2)I.S'fA 15 (2)SPH6* ) - INSTALLED OVER ROOF SITEACHING INTO RAFTERS W/10d COMMON L=10'-1"TO 16'-0" 2 - * - - - - _ (2)S'I'212_ (2)SPH6 - NAILS TO RAFTERS.(REFER TO DETAIL 1-RF) (4)-16d COMMON NAILS PER 16". - 'ACfERNA"fE:THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE 2 - - 2.ATTACH THE END OF EACH RAFTER TO THE DOUBLE TOP PLATE OF THE PLATE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR - EXTERIOR WALL WITH(])H2.5A CONNECTOR. CONNECTOR TO BE • THE JACK STUD TO HEADER.ATTACH CONNECTOR WITH HALF OF THE (3)-SIMPSON SDS25312(%"x 3y")WOOD SCREWS PER 16". -APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL. REQUIRED NAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS AT USE(1)1-12A FROM EVERY RAFTER TO WALL STUD BELOW. TO THE SECOND FLOOR RIMBOARD OR FOUNDATION RIMBOARD. - - - TSP CONNECTOR.PER.NOTE'P,"WALL FRAMING UPLIFT CONNECTIONS", CONNECTOR TO BE ATTACHED DIRECTLY TO 2X FRAMING AND CONNECTION TO CONCRETE FOUNDXRON IS NOT REQUIRED WHEN USING(1)H2A AT EVERY RAFTER. RIMBOARD.ALTERNATE CAN NOT BE USED WHEN SOLE PLATE IS - r. - ATTACHED DIRECTLY TO FOUNDATION STEM WALL Olt CONCRETE SLAB. - - - 3.BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE AF THE NOTE: - SILL PLATE CONNECTION TO CONCRETE - - EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE - BLOCKING AT 6'D.C. PROVIDE V'NOTCH IN BLOCKING TO PROVIDE A.HEADERS FOR DOORS AND WINDOWS TO HAVE(1)1-I8 CONNECTOR AT n'-DIA.ANCHOR BOLTS AT 32"O.C. - 4. .ADEQUATE VENTILATION AS REQUIRED. BLOCKING"1-0 BE ATTACHED �THE'fOY AND BOTTOM OF ALL CRIPPLE STUDS. NOTE:ANCHOR BOLTS REFERENCED ABOVE TO BE a"DIAMETER A307 _ )Y,C K�N Z�E -DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/(1)RBC STEEL ANCHOR BOLTS WITH 3"x 3"x 4'PLACE WASHERS WITH 7" CONNECTOR. B. HEADERS 4'-1"AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF MINIMUM EMBEDMENT INTO CONCRETE. ENGINEERING 4. ROOF SHEATHING TO BE NAILED 6"ON ENTER AT"CFIE EDGES AND 6" 1I"IE HEADER - CONSULTANTS ON CENTER IN'I'1-IE FIELD. C.PROVIDE(I)A23 CLIP ON THE"I'OY OF ALL HEADERS A'I'EACH END OF 7-+ HEADER TO THE KING STUD ADJACENT TO THE OPENING. 1279 MILLSTONE RD. LEGEND: BREWSTER,MA D.PROVIDE(1)SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF - (774)353-2144 THE WALL,.WITH(3)10d NAILS TO.DOUBLE TOP PLATE AND(4)-1 Od NAILS TO KING STUD. FOR CS 16 STRAP SIZE REFER TO NOTE 7'ABOVE.FOR SHEARWALL CONSTRUCTION: FLOOR FRAMING CONNECTIONS: FIRST FLOOR HEADERS PROVIDE(1)CS 16 FROM EACH KING STUD TO THE Z� SHEARWALLTYPE FIRST FLOOR RIM BOARD. FOR CS 16 STRAP SIZE REFER TO NOTE"4" I.ALL SHEARWALLS TO I IAVE DOUBLE TOP PLATES AND DOUBLE 2X 1.PROVIDE 3 Z"x I l y"PARALLAMS UNDER ALL PiRsT FLOOR INTERIOR ABOVE. S"I'LIDS AT'EACH END OF WALL.(UNLESS NOTED OTHERWISE) O SHEARWALL GRIDLINE e� _ SHEARWALLS WHEN THE SHEARWALL IS PARALLEL TO THE FLOOR JOIST 1 �O 'I ,�CC aC A. f IVI 4 �C cC! FRAMING DIRECTION. E.KING STUD TO RIMROARD CONNECTION SPECIFIED IN NOTED'ABOVE 2.FACE NAIL DOUBLE TOP PLATES W/16d NAILS AT 16"O.C. USE(8)-16d IS NOT REQUIRED WHERE A SHEARWALL HOLDOWN IS ADJACENI-TO THE NAILS AT EACH SIDE OF LAP.SPLICES IN TOP PLATES, is O. SHEARWALL 1-IOLDDOWN TYPE OPENING. �3.NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE 0.39 .06 F.SILLS FOR OPENINGS LESS THAN 4'-0"WIDE REQUIRE(1)A23 CLIP AT AND BELOW ALL OPENINGS IN SHEARWALL.TIIE BOTTOM OF THE SILL PLATE TO TIIE KING STUD AT EACH END OF ® SHEARWALL COLDDOWN !Sy��(.���, THE SILL PLATE. FOR OPENINGS 4'-0"AND LARGER,PROVIDE(2)A23 4.ATTACII DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT .�'ss J���E �! CLIPS A"I'EACH END OF THE SILL PLATE ON THE TOP AND BOTTOM OF 'SHEARWALL ENDS WITH(2)16d NAILS AT 6"O.C.FOR SECOND FLOOR - SHEARWALL THE SILL PLATE'. . SFIEARWA):.LS AND(2)16d NAILS AT 4"O.C.STAGGERED FOR FIRST FLOOR - � SHEARWALLS PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND BELOW OPENING WITH NAILING ACCORDING TO 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL SPECIFIED SI 1EARWALL TYPE. ENDS. JOB#: 12-199 SHEET: XK XJ #OF KING AND JACK STUDS REQUIRED AT WALL OPENING DATE: 7-18-12 S4 SCALE: NONE TRIMMER STUDS KING STUDS MODFLNO. DIA, MIN EMBED. MIN.REBAR LENGTH I3UICI'-IIP CORNER.SPUDS MODEL NO. DIA. MIN.EMBED. MIN.REBAR LENGTH (PER PLAN) (NAIL PER. N1F ) SS7T316 5/8 12'/y" 50" (PI:R DETAIL. `Ir, ) SSTB16 518 12%" 50" i OPENING SSfB20 5/8 16'/y" 58" SSTB20 5/8 16 y" - 58.1 CS 16 S"TRAP SSTB24 5/8 20j/R' 66" SSTB24 5/8 205/y" 66" (PER GSN) SSl'1328 7/8 24%" _ 74" - �/SSTB28 7/8 24 " 74" SSTB34 7/8 28%" 82" SSTB34 7/8 28/y" 82" SB1x30 1 24' 96" HDUI-IOLDUEN SBlx30 1 24' 96" ° Hnu floLnowN -"NOTE:;14 REIIA R1'O BE CENTERED ON HOLDOWN AND CS16 ST'RAI' °(YER GSN) "NO"1'E:#4 REBAR"I'O 13G CENTERED ON FOUNDWN ANU LER SI P 3"'I'O 5 DOWN FROMURER SP CIFOUNDATION WALL'I'1{READED ROD "I'I IRI3ADIiU D I.00A'I'EU 3''I'O 5"DOWN FROM"POP OF FOUNDATION WALE, I'EI2 SIMI'SON MANUFACTURER'S SI'ECI EICAI'IONS. - PEDZ SIMPSON MANUFACTURER'S SPECIFICAI'IONS, LTP I'ER GSN) c a ''R GSN� ( 45° (PER ° a 94 RF,BAR' SST'13 HOLDOWN ANCHOR v CNW COUPLER a '44 REBAR• v —DSI(PER GSN) - ( PLACE SSTB ARROW a ON TOP OF ANCI]OR SSTB I IOLDO\VN ANCHOR L"DOE DIS STANCE _ _ __ a POSI I ION IN WAIL PER 1 75'FOR 2X4 WALL DIAGONAL IN CORNER 3 TO 5 1 µ4 REBAR 3"TO 5" #4 RE BAR a U 4 a a a SIMPSON MANUFAC"I'UIZER'S 2.75'FOR 2XG WALL i4 .v z APPI,iCA"ffON) CNW CUUPI CR a SILL PLAT[ // v USI' v SI'ECIPICA'IION S. SILLANCHOR Of_T / 4 ANCHOR BOF:f-/. - (PRR GSN) J rT, v(PER GSN) v 4 (PER GSN) SSTl31-IOLDOWN ANCI{OR - I -EDGE DI STANCE v j 1.75"FOR 2X4 WALL a a S$'I'B HOLDOWN ANCHOR MIN.RLiBAR LENGTH - a ^ EBAK 2.75'FOR'_X6 WAIL MIN.IZ I HOLD DOWN @ PLAN VIEW 2 HOLD DOWN @ PLAN VIEW 5"MIN. xD WINDOW OR DOOR OPENING___] xD EXTERIOR BUILDING CORNER BUILT-UP CORNER STUDS MODEL NO. DIA. MIN EMBED. MIN.REBAR LENGTH (PER.DETAIL.ei ) ��, - 501, 2x4 WALL_ 2x6 WALL h� wr' SS'I'131G Sib los SSTB24 5/8 16%"- 66" SSTB24 518 16 58" 6"O.C. 4"O.C. 6x6 DOUG FIR POST G"O.C. 4"O.C.SSfB28 7/8 24%". 74' � • u 'U SSTB34 7/8 28%" 82" ++ + + + + W HDU HOLDOWN SBlx30 1 24" 96" ++ i-+ +.�- + + •NOTE:#4 RE BAR T BE T• F } r""1 O CENTERED_D ON HOEDOWN AND O CS 16 STRAP- , I HOLD DOWN (PER GSN) LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL + HOLD DOWN THREADED ROD (PER PLAN) '++ a PL"R SIMPSON MANUFACTURER'S SPBCIPICATIONS. ++ (I'_BR ELAN) + } + + MIN.REBAR - LTP5 #4 REBAR' NO. REVISION/ISSUE DATE (PERGSN) PLAN VIEW ELEVATION VIEW PLAN VIEW ELEVATION VIEW m - NOTES: NOTES: DSP(PEIZ GSN) a e 3"'f0 5" v = 1.ATTACH SPUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS 1.A"I`TACI-I STUDS AT.BUILT-UP CORNER TOGETI-11, WI'fI-I(2)ROWS - #4 REBAR a OF I6d(0.l62"x 3.5")NAILS AC 6"O.C.FOR 2ND STORY SHEARWALLS OF 16d(0.162"x 3.5")NAILS AI'6"O.C.FOR 2ND STORY SHEARWALLS. EDGE DISTANCE SILL PLATE 4. CNW COUPLER - 1 PROJECTADDRESS: ANCHOR BO L"I' Q v 1.7.5'FOR 2X4 WALL 2.ATTACHSPUDS Af RUILI'-UI'COKNF.:R TOGETHER WITH(2)ROWS .2.ATTACK STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS 2.75"FOR 2X6 WALL - OF I6d 0 162"x 3.5")NAILS AT 4"O.C.STAGGERED FOR IST'STORY OP 16d 0 162"x 3.5" NAILS AT 4"O.C.STAGGERED FOR ISf STORY '117 INWOOD LANE (PER GSN) SSTB HOLDO WN ANCHOR � 4_ ( � (� ) a SSTB HOLDOWN ANCHOR SHEARWALLS. SHEARWALLS. CENTERVILLE,MA ^- v (PLACE SSTB ARROW ON TOP OF ANCHOR F\ H]D HOLD DOWN @ DIAGONAL IN CORNER PLAN VIEW I BUILT-UP CORNER @ INTERIOR BUILDING CORNER APPLICA-fION) wF END OF SHEARWALL ROOF SHEATHING ROOF SHEAfI]ING ' EDGE NAILING - SHEAR WALL END POST / (NAIL PER ) LSTA STRAP @ 16"O.C. / ROOF RAFTER wr (PER GSN) 2X BLOCKING BETWEEN PER PLAN RAFTERS(NOTCH FOR VENTILATION IF REQUIRED. ROOF SHEATHING VENTILATION TO ARCHITECTURAL / EDGE NAILING HDU HOLDOWN ° PLANS FOR MORE INFO.) (PER.PLAN) (7)-I Oq NAILS n FACH END +++++++ +++++-I-+ i.i ROOD RAFTER PER PLAN.(REFER eQ.Qa `'DOU13LE 2X TOP PI.A'I'L' PARALLAM (PER PLAN) _ - ,THREADED ROD N1CK�El�1ZIE SEE ALTERNATE TO ARCHITECTURAL PLANS FOR RAFTER DIMENSIONS AND EAVE ENGINEERING ROOIRAI'f15R PER PLAN DETAILING) 4 / 1125A(INSTALL PRIOR TO CONSULTANTS A J// BLOCKING AND PLYWOOD Ia'ERNA'Cli A'f"IACI-1 OPPOSING RAFTERS BLOCKING DRILL HOLE FOR THREADED ROD 51-IEA'fI-IING)ALTERNATE: -NOTE: 1279 MILLSTONE RD. BELOW RIDGE BEAM OR RIDGE HOARD DOUBLE 2X TOP PLATE FI2A `-2X STUD THROUGH PA RALLAM AND ATTACH W/ BREWSTER,MA WITH 2 x 4 COLL.AR TIE AS SFIOWN. RIDGE NUT AND 3X3X I"PLATE WASHER STRAPS NOT REQUIRED WHEN USING A BEAM TSP(INSTALL PRIOR TO (774)353-2144 COLLAR TIC. (IF SHOWN ON PLAN) RISC(INSTALL PRIOR TO PLYWOOD SHEATHING) WALL SHEATHING OR ON NOTE:NOT REQUIRED IF - TOP OF DOUBLE 2X TOP H2A IS USED AT EVERY 1 3 PLATES,PROVIDE 90-BEND S INTERIOR HOLD DOWN ��'+0� RAFTER. I�� STRUCTURAL RIDGE BEAM RAFTER TO TOP PLATE TO BLOCKING) RF RF xD IN FLOOR FRAMING saw ARK A a� _ d_IE n� —01 ST'E��� NAL JOB#: 12-199 SHEET: DATE: 7-17-12 S5 ' SCALE: NONE e OPTION#1 HEADER SIZE DA ® O G L= 1'-0"TO4'-0" (1)LSFA9 (1)SP4 (1)SSP NG (1)A23 (1)A23 (1)148 TOWBOTTOM PER KIr OF EACH.CRIPPLE LE STUD UD C C (1)SSP NOTE:FOR HEADERS LOCATED - @ L=4'-]°TO 6'-0' (2)LS CA 9 (2)SP4 PI.R KING (1)A23 (2)A23 DIRECTLY LY BE LOW DOUBLE'lor (I)C:516-(6)8D NAILS PLA"I ES.STRAP IIEADER IO EACH END OF STRAP (I)SSP TOP PLATES WITH 1)CS 16 L=6'-1."TO 8'-0" (2)LSTA 12 (2)SP4 PER KING PER EACH KING STUD (I)A23 (2)A23 PEA 16 wFrH(a)sD NAILS E+ (SEE NOTE'4') EACH END OF STRAP. BEND E - (1)SSP STRAP OVER TOP PLATES yl L=8'-]°TO 10'-0" (2)LSTA 15 (2)SP11G (1)A23 (2)A23 AS REQUIRED. 1 �� PERKING ALTERNATE:ATTACH.EACH HEADER(PER PLAN) 11 ° (I)SSP RAFTER TO HEADER WITH ~� L= 10i-1 TO 16'-0' (2)ST2122 (2)SPI46 _ PER KING (1)A23 (2)A23 (-L OPTION#2 HEADER SIZE ® ® OD OE WINDOW/DOOR OPENING ° (I) CS 16 I - L= 1'-0"TO 4'-0" W/(5)8D (I)SSP I 148 TOP/BOTTOM EACH END PER (I)A23 (1)A23 01,EACH CRIPPLE STUD. (2)-CS 16 (1)SSP NOTE:FOR HEADERS LOCADD L=4'-]"TO 6'-0" w/(5)8D 2)A23(1)A23 EACH END PER KING - ( PLATES, S BELOW DOUBLE TOPPLATE - i (1)CS 16-(6)SD NAILS PS,STRAP HEADER TO F F (2)-CS 16 SEE NOTE T (1)SSP EACH END OF STRAP TOP PLATES WITH(1)CS 16 _ L=6'-1"TO 8'-0" W/(6)8D EACH PER EACH KING STUD (I)A23 (2)A23 PER 16^WITH(4)8D NAILS L7� END PER KING (SEE NOTE W) EACI I END OF STRAP BEND (2)-CS N ti R T'orrLArEs L=8'-1"TO 10'-0" w/(8)8D A I A23 2 (1)SSP . EACH END PER KING ( ) ( )A23 AS REQUIRED., - RAFTER TO HEADER WITH - (1)SSP �� I3 B L= 10' un -1"TO 16'-0" (2)ST2122 PER KING (1)A23 (2)A23 t H8. _ - - NO. REVISION/ISSUE DATE - NOTES: - 1. HEADERS 4'-V AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE HEADER. - - - D D 2. CONNECTORS SPECIFIED ABOVE SHALL BE Al'"FACHED DIRECTLY TO 2X FRAMING MEMBERS. 3. NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH(2)•16D NAILS PER 6"O.C.(JACK STUD TO SOLE PLATE STRAP NOT REQUIRED) PROJECT ADDRESS: 4.STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING. - 5. DETAIL FOR WINDOW AND DOOR FRAMING ONLY. OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY. - - - .117 INWOOD LANE ' - CENTERVILLE,MA 2 FRAMING @ WINDOW AND .DOOR OPENINGS vv> mw .. McKEQlE ENGINEERING CONSULTANTS 1279 MILLSTONE KD. BREWSTER,MA 774 353-2144 �,.,uuciuxnurweu,ii..,nxuo ,»e »iw.m,mv —^''4 � [�OF A% o ARK 0 0 :0 qou,.vvcxou auv � a i • •. �c�`ST SIDE ELEVATION ����<`o')=✓ NAL JOB#:12-199 SHEET': 1 APA PORTAL WALL DETAIL No sc nLe DATE: 7-18-12 S6 P`111 SCALE: NONE ItCEfSPOSALVF r�c�t. 2. ALL Co r r. , n ■ ` IMT ga► R SAtVITAJQY:UNiTS SHALL :BE BROUGHT TO a'. 99.4 ..--jam . 3. ALL COMPON DER GRADE. A ENTS OF-THE SANITARY SYSTEM SHALL BE CAPABLEq!:161.6,7• • tt: kNTHSTAMpING.H--1.0•LOADING. UNLESS THEY ARE Ui�tQER OR .DEATH 3R 1[ATHIN 10 FT.`OF- 0R`PARKIN(; AAFAS. :H--2p.L.O/IDiNG.'.:SHAL1 Q-1 1 Z %[ '. ,99.8 USED UNOER. :OR.-1ATHIN.: f0 FT.. C)F DRIVE -oft PARKING:AiREA-S. S ,r r 4. ANY BE IAOR ARY UNL1"S USED f0 .BRING COVERS TTO 'ditAOE Sl•tALI °Q► i;. ,' P _ 5. NO . IN PLACE. ,�- AREA - 1WO D RMINATIOI'I:HAS BEEN MADE AS TO COWPi,IANCE MlATLd 50-.f Y-C2 qr F 99,8 DEEDED. OR ZONING 1?E(illU1T10i OWNER �.APPlJCANT'IS . D. 100.7 l* 9,.492 S. . sir OBTAIN SUCH.. pETER1►Iti�IATIOPI FROM APPRflP �, M4 WATER ;` s: u�ll.fTtEs•StfO%W ARE. APPROwM/�Tf ghLY;. .ERIA..iW, ti AriJTItORIT1r: • O j CALL 'DIG-SAFE'' AT . :-1188.3447_7.2. AT.LEABT 72 hIQ4/R$�. PRIOR TO COMMENCING. WORK t�J �.`99 5 . 2yc.` . GALLON 7: CONTRACTOR.-IS:TO VERIFY GRADES AND 'ELEVlT10NS. AS WELL AS is 0 1 CSITE' CONDITIONS PRIOR TO`COMM ENCtNG WORK ON SITE. ANY VARIATION , NUMB£R 6 9. 139.3 IS TO BE BROUGHT TO.THE'ATTEId7LON QF 9 9 Jf 0 &PARCEt tS Mt FL00a;Z.O fE'.. ... C T GP F L _ -ice S SHOWN ON ASSESSORS MAP -- ?�l ` .4 s '1'c:0 10- LL UNSUITABLE MATERIAL SHAH BE`'REWO XE 25 ED FOR .A`MINIMUM OF 5 AROU-NQ SOI ■ 1 .74 L AI�SORp�T1•D f R PARCEL Z XZ� 4*` Eb REPLACED 1MT}i MATERIAL AS O11 U " SEA CLA; QN SYSTE1,f AI4D� �Qa,,,'tS THE.MIST SPEpEtEO E*/.3iO`,CilE3 .1. ;� � .., S NG DAYS)AI4�� �E•ENgNEER:ADESIQN ( K 99.0 9. 1:2 EMS;TING� CESSPOOLS.. ,,ARE TO 8E � .. 1i. PUMPED �tF}L4ED`[ llMBfrR 98. 98 �0 a o �aG s9 �- � f�8s - ; - 4 . '1 ■ 67 -i 98.9 2 tN �+r ; 7.85 :T R • .ems - : :, , ., r � :No STE�`c - 98;6 Q g � TES 90.0', } �.. 97.7 D. 8.3 1 RE 10'�Ilr _ BOX I O• SfIP OIL .�;. S SOIL. TEST 4 LIMIT.OF.5 ,..' to r- A ' CRA1GYIlLE `BEAC" 1G' H . k , : .• . �. .. Ape 0'. VOSTW CpNT.t)R EXISTING SPOT ELEVAT10N� �x0 j �=S,, _ �� .•. :. ,... -9 S. 1 .T • . • ' FINAL .SPO€ ELEY� ROr SAL CEN ;3O L•:TEST TION- uTiLtTY POLE:,*T�XW. WATER. CA*TCH-BASIN GAS UN - Zz i • • , CLEAN OUT TEST L }CtQty t aa: F 4 , • w , I / LL,e ckz Co., C-Z) ............ ..... ......... Ll E _ f : t rf -- —,..._ .,._. __. .... - AV f , - o TV _ -.. i� �Q f f SCALE: APPROVED BY: DRAWN BY DATE: REVISED DRAWING NUMBER rrx, III 3 ► i J , _ K ' � -. . x:..•rvu,.u: ...vn, ...� :w..a+c.R.cc�:.a.rw,..w.•ww.�.. .''4411?? �. i Wa �jOO j r a4. •SPY ..� ' . I ou j, = (l�.• 1 t I f s GSA �••-� 1'1 j � _ - K � f�1 } A.i... :rrl R �," � 48�'F i V � "hJ � � t 11�11P �tr. I* �l•'VJ � , -}��1 v ,9• 3 a Y A �= YE Pt •�1 m 1. lu 70 fn .�d y _ . 7 .Y _ r .. ... -� ..J. r 2 !i,;�I/ >• d' '15772-0 Ek — — X. lei W. k, ., 2 - ;` F_ .. .. ..:. x .. , i ¢6 d f I r ---------- ,.• ,: t S � j` ------- IV k _ •y1 ` 1��[ {p� E-y }l 14 D O V l`�� �t1E gf S � d i i _ _.._...__. �, G.O tY��t"'� �...,f .�6��_. t( ...rmr+�.•nsn:..!,�,a,..�.+r.�,^„[�';�" ,+,-.,,:...,x. .,,.,+.,,��♦.;,-se.....c.::,: 3F''i!?. ..cr;����"�'°..r�-`x's.»'.?a,:a".>`•'.•;d%•*�++,`•.�,•� 'v'4�-»�'"'_= --�w°��;c:��pu� ... _. u` _ � SCALE: APPROVED APPROVED BY: a DRAWN BY DATE: ` I { ` REVISED d/ iIA\ 11 I et ea DRAWING NUMBER n : d [ M- .. 1 II A I . :•... '«''.,� - ._4 :.�'" � ,:c. .. -:^ -. 1•\I t Q� ... ,� Y�fe ibwi�� �. .�l � i T , J {t. seq..r� --•.sv' /� t'� � �' I - `A A L-L- P O a"�a..a` - C 0 i'k Mi S Imo°S isr L i I 1N UIX i 3 i I W L) I r , ZZo I .A.VA, T j Ld 4 1 ya M-� 10, 1. Qg SCALE: 0 E APPROVED BY: DRAWN BY REVISED .i®#ALtill 1 MBER DRAWING NU ABBREVIATIONS ELECTRICAL NOTES JURISDICTIONS NOTES A AMPERE 1. THIS SYSTEM IS GRID-INTERTIED VIA A AC ALTERNATING CURRENT UL-LISTED POWER-CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. - CONC CONCRETE 3. A NATIONALLY-RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE-WITH ART. 110.3. ` (E) EXISTING 4: WHERE ALL TERMINALS OF THE-DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET-BACK A SIGN WILL BE PROVIDED WARNING OF THE P .17. GALV GALVANIZED HAZARDS PER ART 690 . 5. EACH UNGROUNDED CONDUCTOR OF THE _ TOR . GEC GROU NDING ELECTRODE CONDUCTOR GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. CURRENT 6: CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97,. 250.92(B). - Isc SHORT CIRCUIT-CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA . KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ". kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) -NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY _ NEUT NEUTRAL, UL LISTING. - NTS NOT TO SCALE - 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER i UL-LISTED LOCATION. PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL- LISTED GROUNDING e r POI POINT OF INTERCONNEC11ON E HARDWARE. ; PV- PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE I SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS-, lYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY - - V1 VOLT: Vmp .VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN .CIRCUIT VICINITY MAP INDEX W WATT • _ WATT 3R, RAINIIGHT PV1 COVER SHEET - . PV2 SITE PLAN 3 PV3 STRUCTURAL VIEWS • PV4 THREE-LINE DIAGRAM LICENSE ...GENERAL NOTES:. Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE '8TH•EDITION � . ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR REV AHJ: Barnstable BY DATE' COMMENTS - ,.-:. REV A NAME DATE COMMENTS a UTILITY: NSTAR Electric (Commonwealth Electric) r CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER ,J B-O 2 612 O 9. O O PR°"!SE OVMER` DESCRIPTION: CONTAINED SHALL NOT BE USED FOR THE BAGLINO, MICHAEL BAGLINO RESIDENCE Evan Crocker \��BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .S NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 117 INWO.OD LN 7.8 KW PV ARRAY „SolarCity. PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES' W HYANNISPORT, MA 02648 ORGANIZATION, EXCEPT IN CONNECTION WITH TMK .OWNER; 24 St.Martin Drive,Building 2,Unit 11 t THE SALE AND USE OF THE RESPECTIVE (30) Hanwha Q-Cells #Q.PRO G4/SC 260 * SHEET: REV DATE Ma INVERTER: T ARN• PAGE NAMEriborough,MA 01752 SOLARCITY PERMISSION OF EQUIPMENT, INC EISOLART THE WRITTEN (650)638-1028 F: (650)638-1029 SOLAREDGE # SE760OA-US002SNR2 6179217694 COVER SHEET PV 1 6/1/2015 (888)—SOL—CITY(765-2489) .wr.ednmitvrr PITCH: 30 ARRAY PITCH:30 MP1 AZIMUTH: 176 ARRAY AZIMUTH: 176 MATERIAL:Comp Shingle STORY: 2 Stories `E'c""E""Y PITCH: 20 ARRAY PITCH:20 1 s MP2 AZIMUTH: 186 ARRAY AZIMUTH: 186 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 45 ARRAY PITCH:45 MP3 AZIMUTH: 186 ARRAY AZIMUTH: 186 MATERIAL: Comp Shingle STORY- 2 Stories r DC {{yy MP Qi [ - w DC ® - . . .. ! 5 MPZ 0 (�DRNEWnY C LEGEND AC ES ' TEMPORARY PERMIT Q Q (E) UTILITY METER & WARNING LABEL MASSACHUSETTS 2015-004-PE Ins INVERTER W/ INTEGRATED DC DISCO ' & WARNING LABELS Digitally Signed by © DC DISCONNECT & WARNING LABELS Paymon Eskandanian ; ; © AC DISCONNECT & WARNING LABELS Front Of House 2015.06.01 12:28:37 -07'00' DC JUNCTION/COMBINER BOX & LABELS A Q DISTRIBUTION PANEL.& LABELS LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER MDR AYC - 0 STANDOFF LOCATIONS - _ r- — CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR — GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED SITE PLAN Scale:1/16" = 1' N z 01, 16' 32' m J B-0 2 612 0 9 0 0 PREMISE OWNER DESCRIPTION: DESIGN: CONFlDENTIAL— THE INFORMATION HEREIN JOB NUMBER: �\\ � CONTAINED SHALL NOT BE USED FOR THE BAGLINO, MICHAEL BAGLINO RESIDENCE Evan Crocker - `�Olar�' " BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:NOR ]e NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount T r,$ e C 117 INWOOD LN 7.8 KW PV ARRAY y PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES W HYANNISPORT, MA 02648 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (30) Hanwha Q-Cells #Q.PRO G4/SC 260 Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV: DATE T: (650)838-1028 F: (850)638-1029 �. PERMISSION of SOLARCITY INC. SOLAREDGE sE�sooA-usoo2SNR2 . 6179217694 SITE PLAN PV 2 6/1/2015 (888)-sm-aTY(765-2469) wwsalarcitycom. (E) 26 / S1 S1 (E) 2x4 S 1 - EXP. . f • (E) LBW (E) LBW 4„ 10'-7" TEMPORARY PERMIT A SIDE VIEW OF MP1 NTS B SIDE VIEW OF MP2 NTS MAssACHusETTs 2015-004-FE (E). LBW MPl X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES SIDE VIEW OF MP3 NTS - LANDSCAPE 64" 24" STAGGERED LANDSCAPE 72"' 24". . STAGGERED Digitally Signed by PORTRAIT 48" 17" PORTRAIT 54" 19" Digitally 7 ROOF AZI 176 PITCH 30 ROOF AZI 186" PITCH 20, MP3 X-SPACING X-CANTILEVER -SPACING Y-CANTILEVER NOTES Pa on ESkandanlan RAFTER 2X10 @ 16"OC ARRAY AZI 176 PITCH 30 STORIES:2. RAFTER 2X4 @ 18"OC ARRAY AZI 186 PITCH 20 STORIES:2 LANDSCAPE 72" 24" STAGGERED C.I. 2X10 @16"OC CompShingle C.l. 2x4 @18"OC Comp Shingle 2015.06.01 12:28:27 • PORTRAIT 48° 17" . ROOF AZI 186 PITCH 45 RAFTER. 2X10 @ 24"OC ARRAY AZI 186 PITCH 45 STORIES:2 'Q7�00� C,J. 2x10 @24"OC Camp Shingle PV MODULE BOLT WITH. INSTALLATION ORDER GRADE & FENDER WASHERS COMPACTED BACKFILL LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, 'AND DRILL PILOT - I II ZEP ARRAY SKIRT (6) HOLE. W $„ 6„ - { � UNDISTURBED SOIL SEAL PILOTLHOLE WITH { { { I I { { (4) (2) POLYURETHANE SEALANT. W .'o. 1111l illlll �l Z o z Iij - - COMP MOUNT C EP M c; _' ZEP FLASHING C (3) (3) • =INSERT FLASHING RED WARNING TAPE `n 111i- W/ TRACE WIRE (E) COMP. SHINGLE �, _ (1) (4) PLACE°MOUNT. APPROVED BACKFILL (E) ROOF DECKING . U (2) U TALL LA BOLT i " 5/16" DIA,STAINLESS {5) (5) INSTALL LAG WITH SCHEDULE 40 PVC STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES LL LEVELING FOOT WI CONDUIT WITH SEALING WASHER C(6)FSTA TH TRENCH DETAIL BOLT & WASHERS. (2-1/2 EMBED, MIN) I 1 Scale: 3/4"=1'-0" (E) RAFTER • . ' TA S NDOFF CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0 2612 0 9 0 -BAGLINO, MICHAEL BAGLINO RESIDENCE Evan Crocker BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: •„i SolarCity.NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 117 INWOOD LN 7.8` KW PV ARRAY ��� ' PART TO OTHERS OUTSIDE THE RECIPIENTS P MODULES: ORT MA 02648 ORGANIZATION, ,CONNECTION WITH W HYANNISP , Z TAND EXCEPT IN 24 SL Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (30) Hanwha .Q-Cells #Q.PRO G4/SC 260 SHEET: REV: DATE Marlborough,MA 01752 i, SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME PERMISSION-OF SOLARCITY INC. INVERTER: SOLAREDGE SE760OA—US002SNR2 6179217694 STRUCTURAL VIEWS / / T. (OLD)63B-1o5- F:;650)638-10� P V 3 6 1 2015 (B88)-sob-CITY(765-lass www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE , BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:LC404OL1200 Inv 1: DC Ungrounded GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2303441 INV 1 -(1)SOLerter; # SE7600A-US002SNR/ LABEL: A -(30)HaV Module; Q-Cells W, 23O G4/SC 260 ELEC 1136 MR Inverter; 7 00W, 240V, 97.5%a w Unifed Disco and ZB, RGM, AFCI PV Module; 260 236.5W PTC, 40mm, Blk Frame, MC4, ZEP, 600V Underground Service Entrance INV 2 Voc: 37,77 Vpmax: 30.46 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL SQUARE D SQUARE DDisconnect Disconnect E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 CUTLER-HAMMER B B 4 1 20OA/2P Disconnect 5 SOLAREDGE DC+ SE760OA-US002SNR2 Da MP 3�1x16 --- EGC (E) LOADS C -------y -------- ----- � a 240V SolarCit I L2 DC+ I I N DG. TM, 3 A 2 11 40A/2P -_-_ GND EGCI DC+ DC+ JA ------------------------------------- GEC T ri - - I DC- DC_ MP 1&2: 1x14 B EGC--- --------- ------------ -- EGC----------------- �I - - N j (1)Conduit Kit; 3/4' PVC, Sch. 80 - -J o EGCIGEC - - - z I Use PVC for trench I - GEC _ 1 _ TO 120/240V SINGLE PHASE UTILITY SERVICE I I I I 1 I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (I)MURRAY#MP240 PV BACKFEED BREAKER C (1)CUTLER-HAMMER DG222UR6 B (2)SQUARED $HU361RB A (I)Solarcit 4 STRING JUNCTION BOX Breaker, 40A/2P, 2 Spaces Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R AC Disconnect; 30A, 60OV, NEMA 3R 2x2 STFt GS, UNFUSED, GROUNDED DC -(2)Ground Rod; 5/8' x 8', Copper -(1)CUTLER- AMMER DG100NB \' Ground�Neutral Kit; 60-100A, General Duty(DG) P v �0)SPowerEBDoxE Im 2N30OWSH4, OC to DC. ZEP nd (1)AWG $6, Solid Bare Copper -(1)Ground Rod; 5/8' x.8% Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG #8, THWN-2, Black 1 AWG 110, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2 AWG#10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC (1)AWG #8, THWN-2, Red O (1)AWG 110. THWN-2. Red Vmp =350 VDC Imp=10.26 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.73 ADC IILL���LLLL(1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC �`L(!)AN#10, THWN-2, Green. EGC . . ._ . . . .. . .. (1)AWG B,.i1iWN-2, Green . . EGC/GEC.-(1.)Conduit.Kit;.3/4'.PVC,.Sch, 80. . - (1)AWG 110, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG #10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC ff(1)AWG#10. THWN-2, Red Vmp =350 VDC Imp=11.73 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=10.26 ADC . . . . . . . . 1)AN#10, THWN72..Green,, EGC. . . . . .. . . . . . . . . . . . . .. .. . . . . . . .. . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 1 2 0 9 00 PREMISE OWNER: DESCPoPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE BAGLINO, MICHAEL BAGLINO RESIDENCE Evan Crocker �; �Olar�'�� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: a.4 NOR MALL IT BE DISCLOSED IN WHOLE OR IN 117 INWOOD LN 7.8 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: W HYANNISPORT, MA 02648 THE SALE AND USE AF THE RESPECTIVE (30) HanWha Q-Cells #Q.PRO G4/SC 260 2a sL Martin Drive.Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER T: (650)638-1028 F. (650)638-1029 �i SOLAREDGE SE7600A-US002SNR2 6179217694 THREE LINE DIAGRAM PV 4. 6/1/2015 (866)-saL-an(765-2469) »,.YsalarcRy.co l • e o o •o - Label Location: Label Location: f Label Location: (C)(CB) io (AC)(POI) D (DC)(INV) _ Per Code: .., Per Code: - ° n-° ,rt, Per Code: NEC 690.31 G.3 ° - ° n NEC 690.17.E NEC 690.35 F - ' Label Location: - o :o s - o 0 0 TO BE USED WHEN (DC)(INV) °• ° - • I• -o 0 0'• o INVERTER IS o � e- •-o o ° UNGROUNDED W© 0 r Per Code: NEC 690.14.C.2 Label Location: Label_Location: e oo ° o o (POI) { (DC)(INV) , -.u,. Per Code: Per Code: .� �-o' op e o NEC 690.17.4; NEC 690. . EC 69G.53 C - ,M •o a e- • .4 • o - , Label Location: (DC)(INV) Per Code: -• o ° e <i' NEC 690.5(C) . • �_ .� Label Location: . x4.YP�"_ �.•e ° ° • • . � - O ems,}. :' '; ��1:� r'�,. '. •_ � • x. .. - - . p (POI)'y- x, -. -o - o Per Code: - NEC 690.64.B.4 : k. Label Location: '.w c (DC)(CB) - Per Code: • abet Location: „M ( NEC 690.17 O 4 _ � D POI t. �. , b Per Code: • ° e • o •NEC 690 64:B.4 MM Label Location: (POI) y Per Code: z Label Location: " o o i, ..:.. NEC 690 64.6.7 =now ( )( ) •o 0 o I: „ (AC). ACDisconnect. AC POIPer Code: (CB Conduit . NEC 690.14.C.2 • (C ): Co mbiner iner Box (D): Distribution Panel M b (DC): DC Disconnect - , ... (IC): Interior Run Conduit Label Location: ,� _. (AC)(POI) (INV): With h Integrated DC Di sconnect connect •' Per Code: y r NEC 690.54 (M): Utility Meter_ ` • 17 (POI): Point of Interconnection CONFIDENTIAL—THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR ���.r�j 3055 CJearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set ��� T:(650)638-1028 F:(650)638-1029, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE /I f solarCiy. (888)-SOL-QTY(765-2489)www.solardtj.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ' 4-4 solar,=oo Solar, ' 0 o SolarEdge Power Optimizer - Module Add-On for North America � w P300 / P350 / P400 SolarEdge Power Optimizer = � ,. *� . . P300 P350 P400 t 4 ""r .. k for 60-cell PV for 72-cell PV for 96-cell PV : 1 ( 1 Module Add-On For North America " ¢ - a odules) modules) ,modules) 1. 1 P300 / P350 / P400 ti� � I ,o 9iNPur Rated Input DC Power• 300 350 400 W Absolute Maximum Input Voltage lVoc at lowest temperature) ... .48 60 .... .S0. .... Vdc .. � g s'` �'�`ie f"•Y .> � PPT OPemting Range.. ) .... ............. 8... .. ......... .60 ..... ... .............. r -80 Vdc .. • ` r Maximum Short Grcuit Current(Isc 10 Adc 4 'x Maximum DC Input Current 12.5 Adc .... ..... ............. ... .. ........ .. ..... .... ... ` a Maxmum Efficien ... F � , eighted Efficiency ... W .... ... ......... 98.8 .. ..%..... �' '�a '` + 1T z r's• Overvoltage Category y II_ •^, - pOUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) ` . ti /C=) Maximum Output Curren[ 15 - Adc ..Maximum............... ...... .. ............ Maximum V .... ....... .. .... ..... ..... fio ....... .. .. Vdc .„�• � Output Voltage JOUTPUT DURING STANDBY(POWER OPTIMIZERDISCONNECTED FROM INVERTER OR INVERTER OFF) 1 — . Safety Output Voltage per Power Optimizer 1 Vdc )STANDARD COMPLIANCE FCC Part15 Class B IEC ) e (y✓JrdY t : v r �,.n3'•S Safety .......... ... .. .... ..IEC6210911c1ass 115�ty)UL741a..... ....... 63 t o r rr RoHS Yes I INSTALLATION.SPECIFICATIONS .r Maximum Allowed System Voltage. ._.._... .._-_._., _,..... 1000 may .1" ....,-. .-...... .. -, - Dlmen510n5(W xL x H) 141x212x405/5 SSx834 x1.S9 mm/in Weight(mduding tables)..................... ..... .. .... .... ..950/2.1 gr/Iti... - - np ............. ................ .C. ... .. .......... .... Input Connector MC4/Amphenol/Tyco •-` s y Output Wire Type/Connector Double Insulated Amphenol Output Wire Length ........ ....................... .. .0.95/30. ..I. .... 12/39. ...-. m/k F .'. .. ,'... .... ..... ... ... ... .. .. ... .... ... Operating Temperature Range .0-+85/-40-+185 'C Protection Rating IP65/NEMA4 ... .... _._ a ..... ..tY ... ..................... ............. ... ...... .. .. .. Relative Humidi 0-100 ..... ............... .. ..... .......... ... ...... ......... .................................... -.. ........... k PateE STC poweral tie moOuk MOCule of Wto K% denMealoweE_ power[ a • �_ ` PV SYSTEM DESIGN USING A SOLAREDGE „r,,. THREE PHASE THREE PHASE,. l }}{{ -1, SINGLE PHASE - - = = #INVERTER ''^' '" ` `'�- 208V - "48OV. - PV power optimization at the module-level Tmimum striag Length h(Power O timizers) 8 10 18 w .. - - Maximum String Length(Power Optimizers) 25 25 50 ....axim......... p ........ .... ......................... ... ... ...._._ .......... .......................... _ e — Up to 25%more energy Maximum Power per String 5250 6000 12750 W Superior efficiency(99.5%) .........l.S. B .. .. .....� ....on ......... .. .... .r.... ......... .... ..................... ... ...... ......... Parallel Stria s of Different Len hs or Onentations Yes Mitigates alltypesof module mismatch losses,from menufacturing tolerance to partial shading , "" """ """"" """ "'" """" ""'"" '" """" •" " — Flexible system design for maximum space utilization - - — Fast installation with a single bolt - . . Next generation maintenance with module-level monitoring - K, ,,,, ;'r •,.,: + -,:•� ;;,..,; g _ ' - Module-level voltage shutdown for installer and firefighter safety =x �, ";., • t y >k • • r - :„ 3`` r�-r'.pc 7ua ,�a{'�ff•�.�^y -n �a 7��.� '€w'���fi "t-?y",., is�^`a :1• � �,� USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us '� MECHANICAL SPECIFICATION " Format 65.7 in x 39.4 in x 1.57 in(including frame) J - (1670 mm x 1000 mm x 40 mm) - ^" weight 44.09 lb(20.0 kg) - -Front Cover 0.13 in(3.2 mm)thermally pre•stressed glass - - _ with anti-reflection technology- Back Cover Composite film inn Frame Black anodized7FP compatible frame Cell 6 x.10 polycrystalhne solar cells �,..-•'"'i �..-,�`� - - r Junction box Protection class IP67,with bypass dwdes - „-,a,,,,o,,,,,,,,,,,, °•°""� ` _• -~"-` Cable M1 4 mmT Solar cable;(+)a47.24in_(1200 mm),W a47»24in-(1200 mm) i Connector MC4(IP 68)or�H4 UP68). _.ram. - --,r Y_�_ _ _ 'w ,. I-�-I6e '•min' -. .__�. - ELECTRICAL CHARACTERISTICS • • , , ( ,i • PERFORMANCE AT STANDARD TEST CONDmONS(STC:1000 W/m',25-C,AM 1.5G SPECTRUM)' - f{ POWER CLASS(+5W/-OW) [WI 255- 260 265 ` Nominal Power~ �- »~• ..,...Pu., [Wl- 255 __.. 260 265'- E , .Short Circuit Current 1 [A] 9.07- W_ 9.15 9.23 Open Circuit Voltage V,r IV] 37.54 3777 38.01 Current at PM„ ..w._ Ian [A] -.:. 8.45 8.53 ._,.�._. 8.62. - V� I'll 30.18 - 30.46 30.75 S - - ,._.. __ __ , .._ --9 The new Q.P,RO-84/SC is the reliable evergreen for all applications,with -""-" Ef6tuency(Nominal Ferrer, r, [�1-_. _ _--, a15.3 " a156 ` - a15.9 ._�..e. .( .._ _ _ _ _. . _ . • a bloc' p p g p , p - PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NocT:Boo W/m2,as x3°C.AM 1.5 G SPECTRUM)' _• - 4M .. -. k Ze Com atibte frame design for improved aesthetics o tl- _ , .� �.�..a - _� �..,•,,.�__.,.- .,��� N POWER CLASS(+SW/-0OW) '- [W] - 255 - '260 2651 _. mized material usage and increased safety.The 4 solar module genera _ -„ r.._ 2.0 - �- Nominal Porrer PN,r [W] 188:3 192.0 195.7 ..tion from Q CELLS has been optimised across the board:improved output --W �---�'�- �--w---� --� - --�-- -�'---= - -- _ ., p Short Circuit Current - - I,r [A] 7.31 -7.38 7.44 field,higheroperating,reliabilityand durability,quicker installation andd -- --- --- - -- -- ---- - ----__..__ _ __.__ _�._� -y - y Open Circuit Voltage V^r IV] 34.95 35.16; 35.3R - - - - more`intelligent design: Currem atPtl2Pa � -~ I_ LA] 6.61 6.68 6.75 Voltage at P., � ..-.- V__ [VI.._.. .,,..-,...,..,.�-.. .28 48-T_ .•..�...r-. 28.75 _ _ _ -29.01 - 'Measurement tolerances STC x3/(P„-r);x 10%(I,Va.Im VZP) 'Measurement tolerances NOCT s5%(P_),x 10%(I V 1°p V_) p INNOVATIVE ALL=WEATHER TECHNOLOGY •PROFIT-INCREASING GLASS TECHNOLOGY " D CELLS PERFORMANCE WARRANTY PERFORMANCE AT LAW IRRADIANCE 6 Maximum yields with excellent low-light itReduction of light reflection by 50%;, h "`"" """ -- _ - -. ., -• - �K'm u - � At least of nominal power during r A a.Thereafter max.0.6%de a and temperature behaviour: plus long=term corrosion due _ first year. er - ,m_ • - -- 111 _ _ ____ danon per year '•Ceitifled fully resistant t0 level 5 salt to high-quality ( - At leas92y%of nominal power after a 10 SohGel roller coating pioeessing:; ? �i + At leastyears. coating' of nominal power after 8 - _ i( rENDORING HIGH PERFORMANCE. 1 o 25 years. y I . •Long-term Yield Security due to'Anti EXTENCED WARRANTIES Au data withinmeasurementTolerances.,. m ,Po full warranties m accordance with the "° PIDTechnology',Hot-Spof Protect, a Investment'security due to 12'year y warranty terms of the Q CELLS sales IRRADIANCE[w!m „ ' and Traceable Quality Tra:Qt'!. product warranty and 25 year linear organisation of your respective country.n The typical change in module efficiency at an irradiance of 200 W/m2 in relation 6 Long-term stability due to VDE Quality.^ performance warranty2: o too (both at 2 c c speeo-em)is-z%([ela0ve). s YeL y Tested the Strictest test program:. - .. - f - - TEMPERATURE COEFFICIENTS(AT 1000 W/M2 25 C,AM 1 5 G SPECTRUMS) ...- ... ". �.4�t y 0 W/m'(b --_ an AM 1 5 a Ji 5` d - daus ', - ` Temperature Coefficient of 1. - a [%/K]». +0.04-��Temperatme Coefficientof V. [%/K] µY• m _-0.301 - . TOP BRAI/D.PIr- _.._. e•-- ..-.,- U e SAFE ELECTRONICS- , T( ine'ralure Coefficient of P_ v ,[%/K] -0.41 NOCT [F] 113 f 5.4(45 t 3"C)I • zi Protecfiomagainst short circuits and: '' OR ' ,,e,.. - thermally induced power losses due o 2t114 m System VoltageV,, _ Safety class Maximo [VI 1000.(IEC)/600(UL)- II breathable junction box and Welded Maximum Series Fuse Rating [A or] 20^ Fire Rating _ C/TYPE 1 . . Cable&: - Max Load(OL)2 [Ibs/R2l 50(2400 Pa) Permitted module temperature 40°F up to+185°F -w - on continuous duty (40^C up to+85°C) e _ Dn Load Rating(UL)2 [Ibs/lt2] - 50(2400 Pa) 2 see installation manual atiality Tested flatus QUALIFICATIONS 1 CERTIFICATES �.^•`..+PACKAGING INFORMATION r`...... UL 1703;VDE Quality Tested;CEKompliant; Number of Modules per Pallet 25 I - - -, c, --•Y - "4 "' - �""""'� •2�'f2s IEC G1215(Ed.2);IEC 61730(Ed.l)application class A . - w+� s . . Number d Pallets per 53'Comainer 32 - - _ r _.... rl _ _ _ THE IDEAL SOLUTION FOR: Io.4dD�:66: _ e _ __ • - -'. °?ooNrn'B- MNumber of Pallets per 40'Container 26 Rftop arrays on _ _ V o _ _�%C« _ _. _ _ MrooedenUBl bUddin .. - Ggt4P4r7A E D S us �= Pallet Dimensions(L x w x H) 68.5 m x 44,5 in x 46.O in V ! O� _ (1740 x 1130 x 1170 min) ! oormtT +Pallet Weight _ »___. '__.... .,»---.'---•,. Y 1254 lb(569_kg) - i - Ov NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of APT feSC conditions:Cells at•1000V against grounded,With conductive metal(ell covered module sUrl O, �oMPp� this Product.Warranty void if non-ZEP-certified hardware is attached to gmove in module frame. 25°C,1.68h ' - Hanwha Q CELLS USA Corp. See data Sheet On rear for further.information. 8001 Irvine Center Drive,suite 1250,Irvine CA 92618,USA I TEL+1 949 748 59 961 EMAIL gcells-usa®q-cells.com I WEB-1-cells.us [��.1�] Engineered in Germany Engineered `=ra Engineered in Germany CC:LLS �`'� .. .. 1 T� Sti1�St/RFACE SPO' SAL �` 2. ALL GONERS TO SANITARY.Ut4T'S'.SIfAII,.8E BROUGHT TO �.� 89. 1M7H.IN 6" OF FINtSHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL 8E CAPABLE.-qF 9C kNTH ANDING H - } •' SI LESS THEY ARE UNDER OR wtTHIN DEP7}i 10 10 LOADING. UN F� 4F.`DWVES-Oft`PARKING ARFA�S. :H--ZO;LO/IQiNG.:SHJ►;LL. .Z I[ �• ' .99.8 ��: USED UNDER .OR.�YITHtN.. 1t] t=T. Of DRIVES OR F'ARI<i1!IG. '( - �p��� 4 ANY ASOK AR X:UNL•tS.USED':TO .8R1NG COVERS .TG GI tAOE. SHALL BE'.tit4RTARED IN.PLACE. 42— j AREA = — �oo.'o DETERMINATION:HAS BEEN'uAD As'TO COMPLJANCE VATH o-.� z".cam'.: / �` DEEDED' OR ZO[�ItNG RIrt 1LATICNS.:-o%WER f APPUCANT:IS TD': h.. P 99.8 9,492. S.F;/ l , sy OBTAIN SUCH. DETER A] TI t � FRo>w APPROPRtAt.Ti= A1�1TI�ITY." :.. : �►�•� 100.7. / ti A4J' : . ^ 6: UTWTIES SHOM�I RE. APPROXIMATE ONLY. EXCA1tA't1ON CON7RACTOFt .�° - $ ' .:.100:5 : ' . 1S TO'CALL 'DIG SAfE'' AT•� 888-344-7 p3. AT.t E�1S'1 72 k�(1l}I "� `\ Z/'. 0 ' G 7 PRIOR TO COMMENCING�WOt2K ON:St1E �. 99.5 . 2yc..- '. CONTRACTOR'IS:"TO VERIFY GRADES ARID 'ELEVATIONS. AS WELL .A5 9 0 / J �� SIZE CONDtT10NS.PR}.OR.TO GO�►tMENgNG' WORK ON SITE. ANY YARJA.TION✓ 9 6. 9. 3 !M TfKEDIATEL OUGHT TO THE'ATIEN7i0P! 4F THE..Dt�.GN. a" g 99. 9 l NUMBER -99.4 Y: EER GARBAGd 0 f. 9 oAREEi. IS_tt+t FLOEtQ BONE C.., 'Ti�°[At.. IS SHOWN ON -ASSESSORS MAP aS PARC�t �-� ' 9.4 s'r 'C.o I - 1.0. *ALL UNSUITABLE MATERIAL SHAH BE`REMOVED fR041 UNDER rcEQl��ttp C. 1 Ili .M OF ' .AROUNQ 'SOIL'ABSORPTtQN.'STSTdf" 8E .` .. ' ■ 10 .74 rK2 5.�41/�j q REPLACED 1dATfi. 1�1ATJ~Rtl. AS SPECIFIED tN'3i:� .tlR :1 "� 3 :' ' SLL•A Z .. Qp S 3Ct 11.. THE.WSTAL.&R IS' T6 GIVE..- -EN.pNE_ tat.A 1wlIN iLJil OF:48 i{ C7 tttr S � K G A OTI F 1 N .. 12 EXI NCESSPOOLS. ARE TO .BE PUMPED AN ElACx . .. •' - .Z t�t4ER 'BELatAr) •' 98. 100 99 4 RESER%f, Al �ycN 7$8 98r7'. 98:7 Ato gNITAR\P� 6f IN —poll 8 �.., / 99097.7 1 8.3 BOX" 1d11' 3 'LC>� . Sal SOIL TEST1 / 8 T 4 EMIT OF.5' D { - oVERDI 9 + t� CRAIGVILLE BEACH. 93` � Z �- '0 -•`;.. �'( , ELSTNG SPOT a.E /OA�Ne�o_n 0STWO CPO-R 00 . 1z FINAL SPOT ELEYAT ' 385 FWAL W 8 s eOK,fOUR '. T UTILITY.POLE". tOCATi CATCH.BASIN GAS LINE -- + �. CLE T C f' � f t..P.,t�. - I l l l •�Tl.�A I ► 1 i�rn - ;�..''�." RYLEY CONSTRUCTION PROJECT NO, 18018 : GARAGE DORMER 117 INWOOD LANE CENTERVILLE, MA 02632 77- �F 0 . ........... ...................... e-7 7"-'.!'7 > 'e--'E 51 . ......... . -D� R x� '5 IN .......... Nil: ........ . ........ ....... ....... ............ .......................... ...........- ............................... ...................... .................. ........... .... . .................... XX ........... ....................... ........ ...... ............... 'k 1 MIS ............ .......... ............ ............ ..... 01 it; ......... R jj LE Ji i. ox, ij § 0., atimstable Bldg. Dept. Approved tiy: A co permit DRAWING LIST SHEET NO. SHEET NAME DI DEMO PLANS DESIGNED-ZDRAWN BY: PLANS, LEGENDS AND SCHEDULES Designs by Marshall, LLC EXTERIOR ELEVATIONS 17 Nelson Road Scituate,MA 02066 FRAMING PLANS AND SECTION FINAL DRAWINGS ISSUED ON: 06/07/2018 web.www.designsbymarshall.com p.339.499.8058 l _.w __._.... _ W........._..__- ...� .::........... : E 1 REMOVE WINDOW AND I „ PART OF EXISTING EXTERI S I 0: WALL FOR NEW DOOR € LEI ATTIC GARAGE f ................L a f R REMOVE PORTION EMOVE PORTION OF OF ROOF FOR NEW.DORMER ROOF FOR NEW DORMER ROOF PLAN ATTIC FLOOR PLAN n GARAGE PLAN 114" = 1 '-0" 1/4" = 1'-0" 1/4it 1'-0" DEMOLITION LEGEND: r { EXISTING TO REMAIN €r€.: (WALLS, DOORS,WINDOWS,ETC) DEMO CONSTRUCTION (WALLS, DOORS,WINDOWS,ETC) GENERAL DEMOLITION NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO DEMOLITION OR CONSTRUCTION. ANY DISCREPANCIES RELATING TO THE DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION. 2. CONTRACTOR SHALL REMOVE ITEMS TO BE DEMO'D AS INDICATED ON THE DRAWINGS WITH CARE AND NOT TO DAMAGE ADJACENT WALLS,CEILINGS, FLOORS AND ETC. PROJECT INFORMATION: SHEET NAME: REVISIONS: NORTH ARROW: SHEET NO: Designs by Marshall, LLC RYLEY CONSTRUCTION DEMO PLANS 17 Nelson Road PROJECT NO. 18018: GARAGE DORMER ®, Scituate,MA 02066 117 INWOOD LANE . CENTERVILLE, MA 02632 N/ web www.designsbymarshall.com p 339.499.8058 Dotes 6/7/2018 10.54:16 PM Scale 1/4"=1'-0" A A A3 A3 A2 3 8' -0" CONC PAD AT BOTTOM A 4' -0" 4'-0" #10OF NEW STEPS A3 EXISTING GARAGE ROOF NEW STAIRS TO ACCESS ATTIC ",.. UP °D ~ :I f— , J I d' t 11--------III f ------ L l LI III 3 I bl III. f _ I i - 0 DN' I I � I o _ O 6x6 POSTS& 10" DIA ----r--------.----------- ---------- : — ----- I �, 1011 ATTIC _ I _ SONATUBE FOOTINGS' i v , o 9 -6,� � O I I GARAGE A T NEW STAIRS ,3. I I /Z— � I ` II -----------------tt I1 i = I I € ? II I 4 ij 31" 2 ALIGN DORMER WALL ABOVE \ ' EXTERIOR WALL BELOW li it 1 l lx .......................................................................... ............ O NEW SHED DORMER q EQ EQ A3 2' -0 18' - 16 VIF 2' -011 1 ROOF PLAN �14 LOOR PLAN A n GARAGE PLAN A 3 1/4" = 1'-0 21 t_o,. A3 1/4 If = 1'-0f� A3 GENERAL NOTES: LEGEND: WINDOW SCHEDULE 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS INCLUDING ROUGH OPENINGS PRIOR 1 TO PROCEEDING WITH WORK. NEW CONSTRUCTION WINDOW WIDTH HEIGHT SILL HEIGHT TYPE NOTES (2. CONTRACTOR SHALL'PROVIDE SEPARATE ENGINEERED DESIGN BY A REGISTERED WALLS DOORS WINDOWS ETC EXTERIOR . ) A101 1 TAG PROFESSIONAL FOR ALL ENGINEERED ELEMENTS AND SPECIAL CONSTRUCTION. 1 3. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL TEMPORARY SHORING AND SUPPORT. ELEVATION TAG A 2' -4" 4' - 0" 2' - 0" DOUBLE HUNG (3) UNIT FACTORY MULLED,6 OVER 1 4. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL CURRENT CODES AND 1 LOCAL ORDINANCES. 5. ALL INTERIOR PARTITIONS TO BE2x4 WOOD STUDS AT 16"O.C.WITH 1/2"GWB ON EXISTING CONSTRUCTION WINDOW NOTES: EACH SIDE,UNLESS OTHERWISE NOTED (WALLS, DOORS,WINDOWS,ETC) 1 BUILDING 1. VERIFY WINDOW OPENINGS WITH WINDOW MANUFACTURER 6. CONTRACTOR SHALL USE EXTREME CARE IN LOCATING, PROTECTING,AND A101 SECTION TAG RELOCATING ANY AND ALL UTILITIES ASSOCIATED WITH THE PROPOSED PROJECT IN 2. WINDOW SILLS ARE INDICATED ON THE SCHEDULE.ALL SILL HEIGHTS ARE MEASURED BY O WINDOW TAG CORRESPONDING LEVEL UNLESS OTHER WISE NOTED UNDER THE SCHEDULE ACCORDANCE WITH THE OWNER AND DESIGNATED UTILITIES REPRESENTATIVE DIRECTIVES. 3. MATCH.NEW WINDOWS TO THE EXISTING HOUSE 7. CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR GRADE CONDITIONS AND 101 DOOR TAG ESTABLISHING NEW ELEVATION HEIGHTS FROM EXISTING TOPOGRAPHY ABBREVIATIONS: DOOR SCHEDULE DOOR AFF ABOVE FINISH FLOOR MTL METAL RO ROUGH OPENING NO. WIDTH HEIGHT TYPE NOTES BD BOARD MR MOISTURE RESISTANT SIM SIMILAR 1 2' - 6" 6' 8" FLUSH (SINGLE) FULL LITE PATIO DOOR WITH 15 LITES CONT CONTINUOUS NTS NOT TO SCALE T TREAD(S) DIA DIAMETER OPNG OPENING TYP TYPICAL EXP EXPANSION PLYWD PLYWOOD V.I.F. VERIFY IN FIELD EXT EXTERIOR PT PRESSURE TREATED WD WOOD FIN FINISH PTD PAINTED GWB GYPSUM WALL BOARD R RISER(S) PROJECT INFORMATION: SHEET NAME: REVISIONS: NORTH ARROW: SHEET NO: Designs by Marshall, LLC RYLEY CONSTRUCTION PLANS, LEGENDS AND SCHEDULES 17 Nelson Road PROJECT NO. 18018: GARAGE DORMER Al Scituate,MA 02066 117 INWOOD LANE . CENTERVILLE.. MA 02632 web www.designsbymorshcll.com p 339.499.8058 Date:6/7/2018 1 1:03:02 PM Scale 114"=V-0" A A3 NOTE: IN THE CASE WHERE THE COLOR MATCH FOR THE ROOF SHINGLE IS TOO MUCH OF A CONTRAST FROM THE EXISTING,COORDINATE WITH OWNER WHETHER NEW ROOFS ARE A DIFFERENT SYSTEM(SUCH AS METAL STANDING SEAM)OR TO REMOVE THE EXISTING SHINGLES AND PROVIDE NEW ASPHALT SHINGLES ON THE ENTIRE STRUCTURE EXISTING ASPHALT SHINGLE ROOF — _ ATTIC 9' _611 +/- VIF . . .,< ....................I €! t 1� j t i t .. . .t .,.�i.. s I : F t :...:, ij E �. ..�� .•<.,-1.<....:-( .,>.......:._ ... . 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",C x T "l-:-x T i t ••-Y S`x -I t 1 Z '1.: r -max 4 NEW STAIR AND x .,zrx.=x x.:T xxT)x=x 1 L x. ,.xrx..12 x. x- NY TO ACCESS - ..�. , -� BALCONY ACC s z =.� ;.ri ' � .z i SHUTTERS,MATCH T:rx EXISTING STYLE/COLOR ATTIC ' - PTD 1 x6 TONGUE AND \ ------------ GROOVE SIDING, _ COLOR T MAT CH H C GABLE ENDS EXISTING AB o / 0A i € i AT— TI— C I a]' 9 6 VIF �. . t E<; +/- G .. . .t EILL € • .:........ ......................................................... t .. ,. . i , . :: : :: is f fr'_ .. ., .. E : ii € i i i EXISTING G .. .. .: :: :: • ' i i i' ;E € E i i i i i ! i i "- IE :: • :. ( :. . STAINED CEDAR ...............Li Li .. . 7.. € i : i I i .. .. . .: .L" .. .. .. .. .. . , ,. .. .. .. ..t SHINGLE \ f i I; I , r Lill,J .L-I. ., .. .4 .. -7 ,1 t : .. .. .. .. 1 .. .. ,. .. t ., .. . , .. .I L. ... t ........................................................................................................... ................................. ........... ....... ............. JL t: t E I i i i t : I' GARAGE of off tigggg 2 EXTERIOR ELEVATION (RIGHT) n EXTERIOR ELEVATION (FRONT) 1/4 = 1 -0 1/4 — 1 -0 PROJECT INFORMATION: SHEET NAME: REVISIONS: NORTH ARROW: SHEET NO: Designs by Marshall, LLC RYLEY CONSTRUCTION EXTERIOR ELEVATIONS 17 Nelson Road PROJECT NO. 18018: GARAGE DORMER A2 Scituate,MA 02066 117 INWOOD LANE . CENTERVILLE, MA 02632 web www.designsbymarshall.com p 339.499.8058 Date:6/7/2018 10:54:01 PM Scale 1/4"=1'-0" $ E is I f s IE EXISTING JOISTS pp !! • � I f E EXISTING RAFTERS i € €! E PT STAIR E €i € I I =1 . c . c 1 STRINGERS i E E •4! 3€ € EpEpE € € i it I €E € 1 `�fE,!E ,j} ,e•!I E'€ 3E E3 pi3 33 3!EE i€€Ei, :": I €iIEI :I i;E f »..»».............».....,...,.------»»-»-»....,......-.-.-..,.-.-..».----`--»..-- .,...,.... . ----"---»--»».- L LJ EXISTING GIRDER/BEAM oe-„-»-»».•,.,--»---»-.--» ..... 0 €i q »,�- » , - Q 2x6 PT JOISTS JOIST N W r HANGERS,TYP E i € r pp:3 E I €€ �• I�� ��......................................................................................................•.....•.............,............ ...........•..................,.,............,.............................»..........................................-...........�� POSTS IE € E DOWN _--_----»---- „ EXISTING JOISTS 2x8 RAFTERS AT 16 OC € j i E € { I (3) 2x8 HEADER DOUBLE SILL PLATE BELOW DOUBLE TRIMMER ABOVE AT WINDOW NOTE: RAFTERS SECURED WITH HURRICANE CLIPS ROOF FRAMING PLAN ATTIC FRAMING PLAN 1/Alt = 1'-0" 1/4" = 1'-011 ROOF CONSTRUCTION ASPHALT SHINGLES EXISTING RIDGE VENT VAPOR/AIR BARRIER FRAMING NOTES 010 MPH): FRAMING DETAILS 010 MPH): 5/8" PLYWOOD SHEATHING EXISTING RIDGE BOARD BATT INSULATION WFCM 1 10 MPH 2072 WOOD FRAME CONSTRUCTION MANUAL WOOD RAFTERS(SEE FRAMING) 1. CONTRACTOR TO REFER TO THE WFCM 1 10 MPH 2O12 WOOD FRAME CONSTRUCTION MANUAL FOR ADDITIONAL FRAMING REQUIREMENTS 2. ROOFS,CEILINGS AND FLOORS ARE DESIGNED AS DIAPHRAGMS,WHICH RECEIVE LATERAL '.••' LOADS FROM ROOF AND EXTERIOR WALLS AND TRANSFER THESE LOADS TO SHEAR WALL OPENINGS: WALLS. HEADERS SHALL BE PROVIDED OVER ALL EXTERIOR WALL OPENINGS. HEADERS SHALL BE SUPPORTED 3. PROVIDE STORY-TO-STORY UPLIFT AND LATERAL CONNECTIONS BY WALL STUDS,JACK STUDS, HANGERS,OR FRAMING ANCHORS. REFER TO WOOD FRAME 4. EXTERIOR WALL CLADDING SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTION CONSTRUCTION MANUAL 110 MPH EXPOSURE B FOR WIND SPEED OF 110 MPH EXPOSURE B 3-SECOND GUST f ' 5. PROVIDE HOLD DOWNS AT EACH FULL-HEIGHT SEGMENT OF END OF WALL LINE F� 6. PROVIDE STRUCTURAL PANELS FOR EXTERIOR WALL SHEATHING ` 7. AT RIDGE BOARD AND/OR BEAM,EACH RAFTER SHALL BE CONNECTED WITH A RIDGE DOUBLE TOP PLATE F, ATTIC STRAP \ o PLATE UPLIFT STRAP (REFER TO TABLE 7 & 8) r r ATTIC ££iE_=:. a<s`....i"' ..,,......w»»».............................».............--...-,,,, .., ' ''»."'» a:':''t§:'tivfE i Eii<"?t>^'.ii!i't <� VIF / i EXTERIOR WALL CONSTRUCTION i DOUBLE HEADER SIDING(SEE ELEV) f € \ € VAPOR/AIR BARRIER I I 1/2"WOOD STRUCTURAL PANEL SHEATHING I BATT INSULATION JACK STUD <> GARAGE 2x6 WOOD STUDS AT 16"OC FLO R CONSTRICTION 5/8" PTD GWB WINDOW SILL PLATE 3/4"'PLYWOOD, HEATHING EXISTING;YOISTS (SEE FRAMING) ! f: GARAGE a� ��� - — — i%'>.... 0 0 BOTTOM TT PLATE hri O "— .......... 77, TRAP T FOUNDATION S O — i'id2't't�3'tii't't'ti't'tuEi I loan'....•.�.••..:..:€ PROJECT INFORMATION: SHEET NAME: REVISIONS: NORTH ARROW: SHEET NO: SECTION 1/4" = 1'-0" Designs by Marshall, LLC RYLEY CONSTRUCTION FRAMING PLANS AND SECTION 17 Nelson Road PROJECT NO. 18018: GARAGE DORMER A3 Scituate,MA 02066 117 INWOOD LANE . CENTERVILLE, MA 02632 web www.designsbymarsholl.com p 339.499.8058 Date:6/7/2018 10:54:07 PM Scale As indicated SWS LEGEND Shear Walls & Hold Downs: Y2" Ply 8d @ 6" Edges, 12" Field (8d@6"/12") Blocked O 1Ys" x 16'-0" Engineered Rim Board B1 Add Ply Interior Wall One Side I—Joist Pre—cut Blocking Panel = c1 Cantilevered Joist Detail H1 A Hanger HDU2-SDS2.5 + 5/$"m Anchor Rod Face Mount Joist Hang (I—Joist to LVL/LSL Connection) HDU4-SDS2.5 + %" a Anchor Rod td rn Hz Top Mount Joist Hanger r— , rz:1 �sr = (2) CS-16 Straps From Wall to LVL Below 00 (I—Joist to I Joist Connection) U 4� — — OWING CEILING FRAMING RIM BOARD (�►�/�� — — — � Beam EXISnNG FIRST FLOOR FRAMING T/1 Vl / # 8 V1 2 Ply 1W x 11W x 9.-0•LVL II11 W1 gill IIII v A3 ExISnNG ROOF FRAMING IIII IIII a� Rim Board Detail IIII A3 BLOCKING REQUIRED OVER ' ALL INTERIOR BEARING. EXISTING CEILING FRAMING IIIII ---_-- iiii EXISTING FHtST FLOOR FRAMING I111 iii' A3 O IIII i i �� o IIII iiii i i i i 00 4 IIII iiii' I I 1 I I I � lIII „ii�� I 1 1 I 1 I � 2x12 RIDGE CU 0 IIII �� esam 2 V" __== Blocking Detail 2 Pt 1*" x Or 1tt'-0•LVL D- ---- - _- r Bum B� Same Beam as on Roof Plan IIII N � till CANTILEVER EXTENSION SUPPORTING IIII �s UNIFORM FLOOR LOADS ONLY c 0 cc II11 $ 4 ~ r 00 0 Iltl V) O � x . 'c ,w o IIII A3 ° N 0 .' MW x L g IIII g 1 O iD (n O t : •- _ �; JE IIII F $ � �-} Q (� r IIII ° ;r N m n- 0 • M iiii g ® -o Q 0i a IIII N m ~ _ 0 —� uu y •.•• IIII $ m C'3 ICU r_ IIII M cn-h A3 („) �/1 Z x Cantilever Detail 0 6x6 Some eearn as' . Roaf Pion IIII Flush Frame v 'J 6x6 eo CBeam � 2 .�. ---- --===--- ---- " 2Py1WxWxte'-0"L� Till BeamIIIe WjJ LL -- 3 Ply t�"x 11W x 21'-0*LVL ♦A Q m 6 6 > �—i=14x8 =_ ---------- ---- �— Q LVL Beam / Header x .� 0T" Uj C I I I I I III } I I V W r V i i i iiii A3 A ¢ i I 7' LVL H1 - --- --o A3 fn O � W OD I --- cc M .� � O 7 0 M I-I141---- --- ----------------- 10 LVL .-- x 2 � W I ---- I --- tin _ LL, Y 0 L I r nTl ° '" cC 0 �B I I IIII == _=====sq.`-========== I --- H1 > (5) 13s" x A x 4' L N (] J 0 4 ® 16" o.c. ar I iir m -—— ® I W NOTE' UNLESS HANGER SIDES LATERALLY c ———— ���. —— , M :e Flush Framed to Botto W SUPPORT THE TOP FLANGE, WEB l IIII i�� a H1 10 lY STIFFENERS SHALL BE USED. N c I I-HH———— �� ——— Z � � N in x, g 'l I I mo I I I ro I OE . 10 LVL La Face Mount Joist Hanger ; rrm u1 2x2 RIDGE _ a 10, LVL e, co 0 (L --_ 4 2x PLATE FLUSH WITH � _ I ® r' INSIDE FACE OF WALL \\\ __= I OR BEAM ---- IIII � -� b H1 H1 cai ``'*�----------- IIII--- _________ I IIII I lsu '0 — — — — — 00, 11 all seam # 4 2Py1%"xWx1O'-G•LVL II II I1 # 9 2 Py 1�a"x x 11,E x 20'-0•LVL m00, 6 I I Flush Frame / I I I I A3 II — — N - - $a II NOTE: UNLESS HANGER — 70 no I I SIDES LATERALLY SUPPORT 000, u THE TOP FLANGE, WEB — �— -- __—_ I '�------------------ STIFFENERS SHALL BE USED. ———— —— ———— —— —— Top Mount Joist Hanger UH2 • _ 0 202 RIDGE # A3 ® a, z BLOCKING PANEL o u Z 2x4 SQUASH BLOCK $ Q Q (MINIMUM) 0KE N F— / FOR LUMBER SQUASH U .Z BLOCKS ' V 4— s A3 N U Z •v I M Squash Block Detail S 5�LPL O 0 Con"nuonoI Header Below A3 4 Cz 3 *2x/O with 7¢" COX I'Mer O�++ � o 1,1,. ... Conventional Lumber (2A 0 # 2 SPF) @ 16" o.c. Conventional Lumber (2x10 # 2 SPF) @ 16" o.c. Y (3) 2x4 or 2x6 Post (Match Wall Thickness) U 0 Post Up Beam g 7 Must be Attached with: 2 Rows Simpson SDS4.5 » » » Beam � 5 Must be Attached with: 2 Rows Simpson SDS4.5 3 Ply 1W x 11w x 1e'-o"LVI, y4"xbh" screws ® 16" o.c. each side of beam r � Engineered Wood Post: 4=3Y2 6=5Y4 8=7 3 Py 14"x 11W x 24'-W LVL X"x4h" screws ® 16" o.c. each side of beam o 04 I Lally Column seam B Must be Attached with: 2 Rows Simpson SDS4.5 I Tubular Steel Column 3 Beam 3 Must be Attached with: 3 Rows Simpson SDS4.5 ROOF 3 Py tip"x tt1t,•x 2t'-0"L FIRST FLOOR Ply t;�•x te"x a2'-O' LVL y4"x41�" screws ® 16" o.c. each side of beam � Ya"x4�" screws ® 24" o.c. each side of beam ;p c � Snow Load 30 psf CEILING JOIST LAYOUT Live Load 40 psf z a �r I I..I....I.t i;I�.�I I l.�.I/e.....�.-.?...S...........�._....,I.-_I........m...�....I...".............�I..I..............c............I..........M....�...l..�....�..�../..t.....I..d I...................t...:..,..=?.Q./....2.......I..-..1.......r--...I,.D........IE-I......�__..._P I�.i.IT-...\.-i H,..1I......0..I.-.0.,IILII I.��-�-7_II I..).-.._�.,*/.....,-..'.�..�._.-..c..T.-.z\-.E..IE.'i_..._.9...../....I'�.\..9_/�-f_.I-�..�,.�I_-.I I�.I-I1'...-5...,.....I 9./I._..I.I.'....-I���.�.�_._....--I I.,..,I..�I I I...k..II.I.1..1�1 20 FT. .MINIMUP� FROM CEI#Af2'OF2_ CRAWL SPACE TOP OF FOUNDATION �-i-`--:.72.:...�_..:.�E...::_�,!_:.."7_---,.,'..-..0.-*--:�:w.;,�.-.A�"�..,._.;.-..;.,.�.�.O'�-.�.--.:'�Y,;....7I.--.fAf--.,,..-:'...7�'-1.I-' . :..I,...I-'7..1..l......_1,;.1 II%:1I.iI�.'..-..-�:.91.",.._....-2-.w.;.-*��-"—.�.:1. ..:.:-:.._.,�I:L.��,..,1.�...:��...-TL..".--...�_-_...,A I:..��."-.�.7..-.I.-.-':.�..-I-::.--.-.,.......-....._-1 . , DA`IE'QI=..�vs�, r� r Iv_�v,.,- , . , 14 FT. MINIMUM:FROM SLAB SO#L TEST. C14N ICY 5WE DER FNCiI INC Ef~EV, IOD.OQ� 10 FT. MINIMUiA i CLEAN SAND . . WITNESSED . . I.. t3_ I�iRRAI.S' UM D R # EC`I1ON 'PORT . '{ASS E } CC3NC ETE NSA' COVERS 4 SCHEDULE 40 PVC PIPE `LOAM AND SEED E#rEV_=r'.�7:�3 MIN. PITCH 1 J8" PER FT. 1 JBH To 1/ F'ERCbL.k T,N. IRATE •_. € tN #►�C}# X� ,., 1tdCt iES ...,,."%_t.-.:-..-..I_"[.-...:.�7,..,I.11I'-.-..�:...I,.-..tL.. Wi4SHEI? STONE DEPTH' :, HI3RIz'. FI:XME. - it ::. I�f£� C. ' 5 : ik�Al�. R I iLTER FABI2EC VfyNT,. fl8" A. LQAtY SAND-. 1OYR2J2" . NO ROQS 4" CAST IRON' #'#PEA lAMI: RIrC}UIRI:D ('OR Et�UAL} M#NI1�1II}vI M . #�I7CH 1 J4" PER' .FT. . . F OW . 123-�-l18".. Gf €„I ,l�td .SAi E''. 7' Y.R ..:., ", TEE L LERS A . 1 38�•10.*' C ' 1�E E:SANt 2.51'iJ FL C + UNE ar. 1Q " . 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E 12 # kA 1,..y l 1#Mi JB {� PLACED ON FIRM fiASE : _� _� (T BE, } T'O BE.WATER TES.TEI) � � s 7I N � $,,BD- - 1 I ,'i 36-�4+F' . . E�� €OAMY:S ..N �E}`��rJ&; M .- � ' 4 ET 14 IN.CHES t4; X 4�l I X ie C,�E�GF� I"4RMA Q �". . . FEET �� INCHES € M(5RE THAN ONE QLtfiLET - ,�, 15 � GALL V �Q � �gg WELL w1.�:.-. r �•' 4�-��r��.C� M E��J�tN sA��;. ��r� " {: 6 FEET 24 CH£S (TO I3E PLACED ON. 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