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HomeMy WebLinkAboutBLD-19-3823ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department o► r 1146 Route 28, South Yarmouth, MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 Massachusetts State Building Code, 780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish a One- or 2Wo-Family Dwelling IT ' This Section For Offioial Use Daly- , " , ' Building Permit Number," D-"F - Dafa ]ted � Buil dingDYficial�(PnatName7 Srgnatrne HY._ Datte!rrrht,. . ... SECTION lb SI 1.1 Yro erty Address: � h � 1.2 Assessors Map & Parcel Numbers 1.1a Is this an epted street? yes---.,L nd Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: t ` 12.t-10 fps l�l,000 tea Zoning District Proposed Use Lot Area (sq ft) Frontage (ft) 1.5 Building Setbacks (ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 3 D H' } N ?� S to' ' Zo' N Z S- D' �-' 1.6 Water Supply: (IvLO.L C. , § ) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: PubliCXJ Private ❑ Zone: _ Outside Flood Zone? Municipal ❑ On site disposal system Pr-, Check if ye .r SECTION 2!: PROPERTY,QVNER$HIPt 2 Owner'ofRecord: k3a.vv _-- � Ci in , %(i nr'a r 1 ` s �f`'- Name (P t) U e� r%Z' JAN 0 fn rC{L. r(L t V- V G 9 Q _5 No. and Street Telephone Email Addr ss.3 U I L01 rJ u U t. ;:, 5EGJ!)ON;3iS1ESC,gIPTIOIy RFROlyOSEI?WORK$,_(checllall'tbatKa(tR1Y�• ` New Construction ❑ Existing Building ❑Owaer-Occupied E3Repairs(s) [3Alteration(s) ❑ 1 Addition 13Demolition ❑ Accessory Bldg. ❑ Number of Units_ Other ❑ Specify Brief Description of Proposed Work': L $ECTION4 EST)IYIAAEDfiOJH5TI}IjGI(d COST5; r u Item Estimated Costs., (lfffctal i�seOn� l abor and Materials k } !, , y ; ,;. , t i,; •y 1. Building $ S " l ButIdmg pe�mttl eez 3 vindicate hoVr:fee t9 determiaed r (Standard Crty/10 t lPPhcatt4tt ee ` h :hr t°t�+ n." 2. Electrical $ .75 5D V C3 �'ota� Project Cost' t yt 6) x mulhpher � � ' x > "�' 2i Fees $ �\ 5� 3. Plumbing $ gthek 4. Mechanical (HVAC) $ 5. Mechanical (Fire tOtatAllFees` $ �� heckNo' i�; Check=Amount _� CasfiAmount Suppression) 6. Total Project Cost: $ I (02 t n u0 p p�d:inFi �putstanduig llalaube 13\8 D ANT size.. ON 5:. CONSTRUCTION SERVICES 5.1 Construction Supervisor License (CSL) G en ra e. l o—y r M6 License Number E pir5 huo Date List CSL Type (see below) � ) Name of CS older t f, y-ne .Type Description J0f1Lf U Unrestricted (Buildings u cu. R ��IO- A 0 l�I H A 62,66 4 � I4�,,,R el ing Restricted 1&2 Family Dwelling Chy/Town, State, ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances u�OQ 394 OP�� I Insulation Telephone Em ' address D Demolition 5.2 Registered Home Improvement Contractor (HIC) rleornt. �A.Vi�r�?hr. MCCROIG�F Registration Number Exp ate n I ��aeyar ny(fi hr. k E address HIC c� y am Ary, 11 HIC Regi t Nam al.m, Yrs N. Street a Oc' 664 S61-Afii-0 I , yvunti.��t T �I CtLfEown, State, ZIP Telephone SECTION 6: WORKERS' COMPENSAXION INSURANCE AFFIDAVIT'(M.G.L. c.152. § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ..........>< No ........... O SECTION 7a, OWNER AUTHORIZATIONTO BE COMPLETED WHEN OWNER'$ AGENT OR CONTRACTOR APPLIES IP R BUH,DING PERMIT I, as Owner of the subject property, hereby authorize l P.0 rl] f, t Il (LV c � fK(,' , to ac�ntt on my behalf, in all matters relative to work authorized by this -building permit application. ^ l0 YV W' , iiyty h LL m I1Y lr Print Owner' ame (ElectronicSignature) I J I Date SECTION 7b. OWNER-.ORAUTHORMD AGENT DECLARATION By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. 3��1r5 Print Owner's or Authorized Agent's Name (Electronic Signature) Date ;. NOTES:- GTESe1. 1.An Owner who obtains a building permit to do his/her own work, or an owner who hires an unregistered contractor (not registered in the Horne Improvement Contractor (HIC) Program), will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dns 2. When substantial work is planned, provide the information below: Total floor area (sq. ft.) (including garage, finished basement/attics,-decks or porch) Gross living area (sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number ofhalf/baths Type of heating system Number of decks/ porches Type of cooling system Enclosed Open 3. "Total Project Square Footage' maybe substituted for "Total Project Cosy' *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 -contactors and state whether or not those entities have employees. If the subconeracto s have employees, they must provide their workers' comp. policy number. Jam an employer that isproviding workers' compensation insurance for my employees. Below is the policy and job site information. /nInsurance Company Name:,A uo6a.ta,t[ d 1- (,t�t{��to,P h'A.,ro, a.h('.ei Policy # or Self -ins. Lic.#: W C C v iy n f 4 ill q W /" k Expiration Date: n 3 6 1 jig Job Site Address: 15 l l C rd e 1 (i (r)kL(� .t /sa City/State/Zip: �] , (LrK 0 0-t/A) Attach a copy of the workers c pensation policy declaratida/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 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 of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. that the information provided above is true and correct Phone #• u l - 3 Y y-- o idl 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 IIealth 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: The Commonwealth of Massachusetts Department of IndustrialAccidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 ulkirkers' www mass.gov/dia Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly ,,rn1 r7� •r� Name (Business/Organization/Individual): 1, P, rO G c V &) / (.t/' / T rtl -. Address: t33 N0V+.�l M8(�I. tPE,ree`� f City/State/Zip: 0 Phone #: Are you an employer? Check the appropriate box: Type of project (required): 1.�31 am a employer with —[�—employecs(fall and/or part-time).* 7, ❑ New construction 2.❑ I sm a sole proprietor or partnership and have no employees working for me in g. KRemodeling any capacity. [No workers' comp. insurance required.] ❑ Demolition 3.[:]I am a homeowner doing all work myself. [No workers' comp. insurance required.] 1 4.❑ I am a homeowner and will be hiring contractors to conduct all work on my properly. i will 1 (0 Building addition ensure that all contactors either have workers' compensation insurance or are sole 11. ❑ Electrical repairs or additions proprietors with no employees. 12. FJ Plumbing repairs or additions 5.❑ 1 am a general contractor and I have hired the sub -contractors listed on the attached sheet. 13.0 ROOF repairs These subeontactors have employees and have workers' comp, insurance.: 6. ❑ we are a corporation and Its officers have exercised their right of exemption per MGL c. 14. ❑ Other 152, § 1(4), and we have no employe". [No workers' 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 -contactors and state whether or not those entities have employees. If the subconeracto s have employees, they must provide their workers' comp. policy number. Jam an employer that isproviding workers' compensation insurance for my employees. Below is the policy and job site information. /nInsurance Company Name:,A uo6a.ta,t[ d 1- (,t�t{��to,P h'A.,ro, a.h('.ei Policy # or Self -ins. Lic.#: W C C v iy n f 4 ill q W /" k Expiration Date: n 3 6 1 jig Job Site Address: 15 l l C rd e 1 (i (r)kL(� .t /sa City/State/Zip: �] , (LrK 0 0-t/A) Attach a copy of the workers c pensation policy declaratida/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 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 of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. that the information provided above is true and correct Phone #• u l - 3 Y y-- o idl 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 IIealth 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: oF'Y�Ry TOWN OF YARMOUTH �r a BUILDING DEPARTMENT o y 1146 Route 28, South Yarmouth, MA 02664 r "^ ^,5', 508-398.2231 est. 1261 Fax 508-398-0836 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.I.. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111:5, I hereby certify that the debris resulting from the proposed work/demolition to be conducted at_ JK G t0 ra f.t o L,)NLn."y�-dXy Work Wddress j Is to be disposed of at the following location: d4 FE Fxc o Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. Signature of Application Permit No. Ia All Date December 13, 2018 Town of Yarmouth Building Department 1146 Route 28 South Yarmouth, MA 02664 Re: permit authorization for: 15 Georgetown Landing South Yarmouth, MA 02664 I, Gary or Cindy Gumpright, hereby authorize George Davis, Inc. to act on my behalf, in all matters relative to work authorized by this building permit application form for the above referenced property. (ZfO!y 4f CeIAVP,915,447-- Print Name 12- 11-6-0106 Date OOff lee Con sum alFa & B�ainesa egulation HOME IMPROVEMENT CONTRACTOR TYPE: Corporation Reaistrdtlon Expiration 160164 07/01/2020 GEORGE DAVIS, INC. r GEORGE F. DAVIS, h 33 NORTH MAIN STREET U – u SOUTH YARMOUTH, MA 02664 Undersecretary Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS -056130 Construction Supervisor GEORGE F DAVIS 33 N MAIN ST S YARMOUTH MA 02664 j td— Expiration: ,Commissir — 03/01/2019 'I Registration valid for Individual use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation One Ashburton Place • Suite 1301 Boston, MA 02108 Not valid without signature GFOROAV-n1 KMFI_CHFR .ACOszO' CERTIFICATE OF LIABILITY INSURANCE `.-./ DATE(MMIDDIYI'YY) 03105/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). PRODUCER c NTACT Gwen Vosburgh Alco, Ne Ext): (603) 356-3392 FAX No :(603 356.9290 Mason & Mason Insurance Agency, Inc. 458 South Ave. Whitman, MA 02382 L -MAIDRE , gwen@mmins.com INSURIER(SI AFFORDING COVERAGE NAICe 01/12/2019 INSURER A: Western World 13196 DAMAGE ORENTED E 100,000 INSURED INSURER B:NGMInsurance Company 14788 INSURER C:ASSOCiated Industries Insuranc George Davis, Inc. INSURER O: 33 North Main SL South Yarmouth, MA 02664-3437 INSURER E: INSURER F: AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY X AUTOS AUTOS ONLY X ABTO ONLY Ix CnVFRArtFS CFRTIPICATF NI IMRFR- RFVIRION NtIMRFR- 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, INSR TYPE OF INSURANCE IADMNSn SUERmn POLICY NUMBER POLICNMDY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FX OCCUR \ — NPP1477087 01/12/2018 01/12/2019 EACH OCCURRENCE S1'000'000 DAMAGE ORENTED E 100,000 MED EXP (Any one son 6'000 PERSONAL& ADV INJURY 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: POLICY jT F LOC OTHER: GENERALAGGREGATE 2'000'000 PRODUCTS-COMP/OP AGG E 2'000'000 B AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY X AUTOS AUTOS ONLY X ABTO ONLY Ix MSM28491 10/2612017 10/26/2018 COMBINED SINGLE LIMIT E 1,000,00(Ea aczWeDu0 BODILY INJURY Per arson BODILY BOpDILY INJURY Per seddent PeOreEVJR Y AMAGE UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE AGGREGATE DED I I RETENTIONS C WORKERS COMPENSATION AND EMPLOYERS' UABILITY YIN ANY PR OPRIETOR/PARTNER/ ECUTVE OFenFICRE ,YJn ) M�i EXCLUDED? [R]NIA 1 aory Uyes desedbeunder DESCRIPTION OF OPERATIONS balm wCCSDOSO143902018A 0310512018 03/0512019 X PEROT STA ER 500,000 E.L EACH ACCIDENT E.L DISEASE -EA EMPLOYE 500,000 E L. DISEASE - POLICY LIMIT 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORO 101, Additional Remarks Schedule, may be attached If mon space Is requlnd) Office Copy CFRTIFICATF HOLOFR CANCELLATION ACORD 25 (2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE - George Davis, Inc. r9 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 33 North Main St South Yarmouth, MA 02664.3437 AUTHORIZED REP—RESENTATIVE \ — ACORD 25 (2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD �t sqk TOWN OF YARMOUTH s r HEALTH DEPARTMENT PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Applicant: C)eorntQ)(j_1/l.&, TPLr Tel. No.:_,W-394-0m • •ONE rra'%wwr��Crm FOwdWiml •*Ifyou would like e-mail notification ofsign off, please provide e-mail address: Owner Owner Address: ( n rC kAr(L &. Owner Tel. No.: .......... ,....... FtA........... o..Z 3.59..._...._....._..._......_...._......................_..._......._._..._........._.._............................................_......._.__.............._. RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. REVIEWED BY: Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note: Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. PLEASE NOTE TE: TOWN OF YARMOUTH WATER DEPARTMENT. 99 Buck Island Road West Yarmouth, MA 02673 Telephone: (508) 771-7921 0 Fax: (508) 771-7998 BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET Bldg. Site Location Proposed Improvement: Applicant: 't Address JclNOYtkvUo,A&L Tel.#:30�jg4-6?cjZ Date Filed: h(&- \/ rkO(t�j RESIDENTIAL AND / OR COMMERCIAL BUILDING Water Department: Determines Compliance of Water Availability and or Existing Location Engineering Department: Determines Compliance for Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Acts; i.e. If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Ocean, Bogs, Bays, Marshland, Etc... Health Department: Determines Compliance to State and Town Regulations, Le., Requirements for Septage Disposal and other Public Health Activities Fire Department: Determines Compliance to State and Town Requirements for Personal, Safety, Property Protection;, i.e. Smoke Detectors, Sprinkler Systems, Etc... ao -/� Signature of applicant Date PLEASE NOTE: COMMENTS: '-41k I zip 3 N 0 56/L 0 av oz aa N O o Oo r u� w > = O Porch &Deck Z m of 33 q� z _ — J : Y 7 � 5B/L SB/L^43 Plot PLan 12/19/2016 1 in = 20 ft Gumpright-3.0 Yarmouth Health �D7eppartment P ♦ L' D SCALE: SHEET: Name Date Pg -4 y j W 0 SB/L �e a 00 T� O 2Z N O o pa`❑ (jl J D7 r N NU1t Porch &Deck 0z 3 F t --- 33 WARCON/FORM TO ALL - -K MUST E <� TOWN BYLAW & REGULATION s 3 — YARMOUTH TER DEPT DTE s mob} Mb M 513/L I Plot PLan DATE: 12/19/2018 1 in = 20 ft Gumpright - 3.0 Yarmouth Health Department APPROVED SCALE: SHEET: ame Date Pg -4 ®Bolse Cascade Double 1-3/4" x 9-1/2" VERSA -LAM@ 2.0 3100 SP - Roof Beam%RB01 1 EM Dry 11 span j No cantilevers 10/12 slope December 19, 201816:32:42 BC CALC® Design Report Reaction Summary (Down Build 6536 File Name: G Davis_15 Georgetown Landing Job Name: Description: RIDGE Address: 15 Georgetown Landing Specifier: jlm City, State, Zip: South Yarmouth, MA02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR -1040 Misc: Cautions For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow surcharge load. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC® analysis is based on IBC 2009. Design based on Dry Service Condition. Fastener Manufacturer.FastenMaster (tm) Page 1 of 2 Total Horizontal Product Length - 14-00-00 Reaction Summary (Down / Uplift) t ibe ) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 802/0 1,470/0 B1, 3-1/2" 802/0 1,470/0 Live Dead Snow Wind Roof Live Trlb. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ftA2) L 00-00-00 14-00-00 15 30 07-00-00 Controls Summary Value %Allowable Duration case Location Pos. Moment 7,441 ft -lbs 46.4% 115% 4 07-00-00 End Shear 1,921 lbs 26.4% 115% 4 01-01-00 Total Load Defl. U331 (0.491") 54.4% n/a 4 07-00-00 Live Load Defl. U512 (0.318") 46.9% n/a 5 07-00-00 Max Defl. 0.491" 49.1% n/a 4 07-00-00 Span / Depth 17.1 n/a n/a 0 00A0-00 %Allow %Allow Bearing Supports Dlm. (L x W) Value Support Member Material BO Post 3-1/Z'x 3-1/2" 2,272 lbs n/a 24.7% Unspecified Bt Post 3-1/2"x3-1/2" 2,272 lbs n/a 24.7% Unspecified Cautions For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow surcharge load. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC® analysis is based on IBC 2009. Design based on Dry Service Condition. Fastener Manufacturer.FastenMaster (tm) Page 1 of 2 -7 L ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA -LAM® 2.0 3100 SP Roof Beam1RB01 Dry 11 span I No cantilevers 10/12 slope December 19, 201816:32:42 BC CALC® Design Report Build 6536 File Name: G Davis_15 Georgetown Landing Job Name: Description: RIDGE Address: 15 Georgetown Landing Specifier; jlm City, State, Zip: South Yarmouth, MA 02653 Designer: Customer. GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR -1040 Misc: Connection Diagram Disclosure Completeness and accuracy of input must L� be verified by anyone who would rely on e output as evidence of suitability for • • • particular application. Output here based Ton building code -accepted design properties and analysis methods. • • • Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable ° building codes. To obtain Installation Guide or ask questions, please call a minimum = 2" c = 5-1/2" (800)232-0788 before installation. b minimum = 4" d = 24" CALC®, BC FRAMER e minimum = 1" , S BCI®, ALLJOIST®, BC RIM BOARD-, AL All FastenMaster screws may be installed from one side of multiply Versa -Lam beams. BOISE GLULAMTM SIMPLE FRAMING Member has no side loads. SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, Connectors are: FMTSL338 VERSA -STRANDS, VERSA -STUD® are trademarks of Boise Cascade Wood Products L.L.C. ®Bolsa cascade Double 1-3/4" x 7-1/4" VERSA -LAM® 2.0 3.100 SP Roof BeamIRB02 Offm Dry 11 span I No cantilevers 10/12 slope December 19, 2018 16:32:43 BC CALC® Design Report Build 6536 File Name: G Davis 15 Georgetown Landing Job Name: Description: HEADER #1 Address: 15 Georgetown Landing Specifier: jlm City, State, Zip: South Yarmouth, MA 02653 Designer. Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR -1040 Misc: Cautions For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow surcharge load. Design meets Code minimum (U180) Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member Is fully braced. BC CALC® analysis is based on IBC 2009. Design based on Dry Service Condition. Fastener Manufacturer.FastenMaster (tm) Page 1 of 2 Total Horizontal Product Length = 06-06-00 Reaction Summary (Down / Uplift) (ibs ) Bearing Live Dead Snow Wind Roof Live B0, 3-1/2" 1,205/0 2,295/0 B1,3-1/2" 1,205/0 2,295/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft42) L 00-00-00 06-06-00 15 30 16-00-00 2 Reaction from Desi... Conc. Pt. (Ibs) L 03-03-00 03-0300 802 1,470 n/a Controls Summary Value %Allowable Duration case Location Pos. Moment 6,751 ft -lbs 70.1% 115% 4 03-03-00 End Shear 2,849 lbs 51.4% 115% 4 05-07-04 Total Load Dell. U404 (0.179") 44.5% n/a 4 03-03-00 Live Load Defl. U999 (0.117') n/a n/a 5 03-03-00 Max Dell. 0.179" 17.9% n/a 4 03-03-00 Span / Depth 10 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 3,500 lbs n/a 38.1% Unspecified 131 Post 3-1/2"x3-1/2" 3,500 lbs n/a 38.1% Unspecified Cautions For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow surcharge load. Design meets Code minimum (U180) Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member Is fully braced. BC CALC® analysis is based on IBC 2009. Design based on Dry Service Condition. Fastener Manufacturer.FastenMaster (tm) Page 1 of 2 Boise Cascade Double 1-3/4" x 7-1/4" VERSA -LAM@ 2.0 3100 SP Roof Beam1R1302 Dry I 1 span I No cantilevers 0/12 slope December 19, 2018 16:32:43 BC CALC® Design Report Build 6536 File Name: G Davis_15 Georgetown Landing Job Name: Description: HEADER #1 Address: 15 Georgetown Landing Specifier: Jim City, State, Zip: South Yarmouth, MA 02653 Designer: Customer. GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR -1040 Misc: Connection Diagram Disclosure Completeness and accuracy of Input must L� be verified by anyone who would rely on eoutput as evidence of suitability for - particular application. Output here based on building code -accepted design 1_ properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable e f building codes. To obtain Installation Guide or ask questions, please call a minimum = 2" c = 3-1/4" (800)232-0788 before Installation. b minimum = 4" d = 24" e minimum = 1" BC CALC®, BC FRAMERS, AJSTM ALLJOISTS, BC RIM BOARD , BCI®, Connection design assumes point load Is top -loaded. For connection design of side -loaded BOISE GLULAMTM SIMPLE FRAMING point loads, please consult a technical representative P P or professional of Record. P SYSTEMS, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, All FastenMaster screws may be installed from one side of multiply Versa -Lam beams. VERSA -STRAND®, VERSA -STUD® are Member has no side loads. trademarks of Boise Cascade Wood Connectors are: FMTSL338 Products L.L.C. TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI. ANCE. ERRORS OR Oh'i'ISSIONS DG NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT' COMPLIANCE. DATE: BUILDIf v FFICWL FILE COI"y 1 st Floor 1/4 in=1ft Gumpright - 3.0 Rej, N 0 d� m o m 0 � n o d o az N O O B(L0 N � � O q E, l6 L O t $z � m43 co 20 cl n'v o M c c ° 'o v E Wig} m DATE: 12/19/2018 SCALE: SHEET: Pg -1 II d c of f// q g ,r 7 2 �a Ow rosm ts, anchored top and bottom ry p Zo Headers -2 - 1 3/4 x T 1/4' LVL- see report ® 6. 0 Ridge - 2.1314"x q 1/2' LVL - see report 4 x 4 post to ddge 2 x 13 sleeper for edsting roof rafter overlay (strip rooting) FoAnes 8 Deck Rafters - 2 x 6 / 16" o.c. 17 x 481 sonna-tubes 4p. Install metal straps at ridge over roof sheathing 36' blg-feet under roof posts - Indicated Install knee brackets at post & beam Intersections 6 x 6 p.t. post, anchored to footing and floor frame LF�Open "N foam In roof assembly (no venting) 2 x 10 p.t. ledger, box and Joists, 12' o.a- bead board underside of roof assembly Ledger fastened to house frame per code Flashing, hangers etc. as mq'd 3/4' x 61 ek Decking C A< Elevation 2 Elevation N = :3 1/4 in=1ft (a Gumpright - 3.0 Elevation 3 1/4 in=1ft Gumpright - 3.0 o (Z m 1n 1--07/5-- laoss section7'-1 1/4" — - 4'-11 1/4" ->i<- 4'-11 3/8" -->i<— 4'-11 1/4" --3-I 0 X51 i; O O O �� o fii i E J � 0 r C Ln y O v e 0 Os w to 4 zt o Footings iz�i9�zols 1/4 in=1ft Ln Gumpright - 3.0 - — — — -------------------- — — — — — — — — — — — — — — — --- ---------I:.` — — — — — — — — — — — — — — — — •. I A I SHEET: Pg -3