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BLD-22-007453
='"- ExpiRJ 1d/gA3 R E C E I V yix & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department 'oF r JUN 24 2022 1146 Route 28, South Yarmouth, MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 r-• �4.,. Massachusetts State Building Code, 780 CMR �� BUILDING DEPART E ui�eVirr�Permit Application To Construct, Repair, Renovate Or Demolish ::;_ ..„,`": a One-or Two-Family Dwelling This Sectioni For Official Use Only Building Permit Number: 5LC)-2z, co')l7S3 Date Applied: Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 5a ?RKt b 'L I.I a Is this an accepted street?yes , no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 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 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: Outside Flood Zone? — Municipal 0 On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP1 2.1 Ow e//r'of Recor Name(Print) City,State,ZIP $ At w ¢ 0r,1 /44 71/-7,2-32z9 ,'veli4,5n,t.[-✓,3 'e_co-mac No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition • Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify: Brief Description of Proposed Work': w of SECTION 4: ESTIMATED CONSTRUCTION COSTS. Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $ /2 r 0 0 0 1. Building Permit Fee:S Indicate how fee is determined: ❑ Standard City/Town Application Fee 2.Electrical $ e— �p 3 _+ CI Total Project Cost (Item 6)x multiplier x 3.Plumbing $ ,0) 0 0 0 2. Other Fees: $ 4.Mechanical (HVAC) $ / 01 00 0 List: [p O.0 0 tgA 3Lp I 5.Mechanical (Fire $ Suppression) Total All Fees:$ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $2 '0/ o 0 0 0 Paid in Full 0 Outstanding Balance Due: .�— ! • SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CJ/dVS'Oa t P/4fiVE License Number Expiration Date Name of CSL Holder 1 List CSL Type(see below)^ -a b zI Fh o Type Description No.and Street yp p c 0 U+' 2 rA O�}1{ U Unrestricted(Buildings up to 35,000 Cu. ft.) O -I '7 R Restricted 1 ..2 Family Dwelling City/Town,State,ZIP M Masonry n JI�-1 . 0 fl 6 6 L/ RC Roofing Covering d� WS Window and Siding SF Solid Fuel Burning Appliances 617 i 7 I-- a NhvE8LbRSYYAl-boo Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) ,39 3a3 6_a?J_do a13 CN•inf SioP/✓EiZ PA/Ng: HIC Registration Number Expiration Date HIC Company N e or HIC Registrant Name as NRI( IJOO1 t�AiNrztcts©YAilcxl. corn No. and Street Email address SCIUM VAS LAY MA, cat4 07-89-7 2,J42 City/Town, State,ZIP Telephone SECTION 6:WORKERS' COMPENSATION 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 ❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 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. Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNER'OR AUTHORIZED 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 at o the best of my knowledge and understanding. €—.25 —.022 Print er's or utho ized _ s e(Electronic Signature) Date NOTES: 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 Home 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.gov/dps 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 0 Number of bedrooms Number of bathrooms ` Number of half/baths Type of heating system 1-104 A+f- Number of decks/porches Type of cooling system Enclosed Open Y 3. "Total Project Square Footage"may be substituted for"Total Project Cost" The Commonwealth of Massachusetts ; 1, Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 \tir www.mass.gov/dia «Yorkers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information 1 Please Print Legibly Name (Business/Organization/Individual): if/JRJ ,/0 PtyE/2. PAiivP Address: a a1 �j�21 P/4vOie C AJ City/State/Zip:35v-id yAtemoJ.Al NA Phone #: 4/7 Q o.7 :3 (I a Are you an employer?Check the appropriate box: Type of project(required): I am a employer with employees(full and/or part-time).* 7. Li New construction 2.[N am a sole proprietor or partnership and have no employees working for me in 8. Egi Remodeling • any capacity.[No workers'comp. insurance required.] 3. I am a homeowner doing all work myself. [No workers'comp. insurance required.]t 9. ❑ Demolition 10 El Building addition • 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11. Electrical repairs or additions proprietors with no employees. 12. Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet, 1-, Roof repairs These sub-contractors have employees and have workers'comp.insurance.t 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.0 Other 152,§1(4),and we have no employees. [No workers'comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. r 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: Policy r or Self-ins.Lic.4: 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 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. I do hereby c fy nder the pai d penalties of perjury that the information provided above is true and correct. Signature• GI+�� -- Date: A} .9 t go Phone T: 6 11 R 7.7 N 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#: TOWN OF YARMOUTH BUILDING DEPARTMENT r; e *P'i�` -y 1146 Route 28, South Yarmouth,MA 02664 4. "4,:mA YGC13 508-398-2231 ext. 1261 Fax 508-398-0836 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. 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 Sq ?A+24(,,J0o RI) Work Address Is to be disposed of at the following location: J2t-WS1E) S /A hat/ �.�2rnQvf,N Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. (7::/// , /,2„,„ a 0. a�l�rl r_ 0 `Signature of Application Date Permit No. I ;' a a.oesiapu{i aan}euBis}noy} n mien}ory t 9Z1 ry# t lnoNtlJl'S -.y ` ''`, cOOMI tb1 ZZ 7' , .. r L 3NIdd23Hd01312iH0 i. 3NIdd aBHdO1St 1HO 8l•6Z0 WI`uo;sob u £ZZ6£6 uo;6myseM 0006 CZOZ/£Z/90 04G s- leans uope�;sl6aa uol;eln6a i ssaulsn8 pe salei4V jawnsuo010 aolg0 Ienpinlpui:3dA1 :o;urn;a/puno}}l 'a;ep uonendxa ay;aio;aq O O d2l1�NOO IN W3nO21dW13WOH Illuo asn lenptnlpul lo;men ua;ea}sl6a�l uo t464 aNO�i vAife Mfrigi I aw� % _ LIAO-WOE 0 l VOS R •pie°uin;aa pue ssaipPV a;epd11 EZOZ(EZI90 =uol;eJldx3 £ZZ6E 6 :uOReJ;si6aa ienpinipui :edA1 uo!legs!68H aopeS UOO Wawenoadw1 ewoH 91,I-ZO sllasng3esseW `uoisog 01-L eT!nS -laaJTS uoi6u!L!seM 0001- uo44ein6a1 ssauisng pue SJiJ4y aawnsuo3 }o a01}4p fxra-plov{r am ? � , 7'72 //1 f1-J d Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards C o nstrtiitiiry i s o r CS-058296 1 E pi>es:08/16,2023 CHRISTOPHER PAINE , 22 DRIFTWOOD LANE _f SOUTH YARMOUTH MA 02664 a 1 fr/ss.1a1/4",< Cotrmissioner K. Em r r l Sears, Tim From: Sears,Tim Sent: Tuesday,July 12, 2022 10:44 AM To: 'Chris Paine' Cc: Slack, Christine; Hudson, Heidi Subject: 59 Parkwood Attachments: 9th Edition flood FAQ.PDF;work in flood zone packet.PDF Chris, I have reviewed your application for the addition and there are some items needed. 1. Health Department sign off 2. Conservation sign off 3. Smoke/co/heat detectors marked on floor plan for entire dwelling. 4. This property is in a flood zone I have attached a packet for you to review. Please call with any questions This email is considered a written denial of your permit application per Section 105.3.1 of the Massachusetts State Building Code. Section 105.3.2 states in part that "an application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith" You may appeal this denial to the Building Code Appeals Board in accordance with M.G.L. c. 143 §100,within 45 days of this notice. i imothy Sears CB() Deputy Building Commissioner l own of Yarmouth S0S--393-2231 Ext. 1259 mailto:tsearsPVarmouth.ma.us 1 WATER DEPARTMENT' 10-11" Wand goad R 6 . mA 0267 f k pl `1ne: 081 771-7 ,1M ;fit't? BUILDING PERMIT APPLICATION FOR � I ' gat '-' WATER DEPARTMENT SIGN OFF 4 TRANSMITTAL FORM BUILDING SITE LOCATION: o Y:,,,?4 lit »- ' _ ..._Rj_.. . _... PROPOSED WORK: 7 ` ° ____?- APPLICANT: ` ..).c,. ADDRESS: TELPIIONE: (75" ! � RESIDENTIAL_ ANI) !OR COMMERCIAL BUILDING Water Department: Determines Compliance of Water Availability and or existing location Engineering,I)epaa-tnaent: Determines Compliance 1 ar Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Act, i.e. If lot(s)border any type of wetlands, streams, ponds, rivers,ocean. bogs, boys, marshland. I:I C' .. health Department: Determines Compliance to State and Town Regulations, i.e. requirements for Septage Disposal and other Public Ilcalth Activites Fire Department' Determines Compliance to State and Town Requirements for Personal ety, Property Protections, i,e. Smoke Detectors. Sprinkler Systents,ete I I,ICA\"I SIGNATURE DATE`; OFFICE USE: COMMENTS ON PERMIT APPROVAL. OR DENIAL REVIE` :.D BY WATER DIVISION (SIGNATURE) DATE c Y --'4— x 1q,0 1.04.4, it) Y 1F' . fit rum .;:-.15- QINTIrnCIL:S >iS A'TICS£II w/t2x/2' 3 4 1/4•— TtRUS-SOUS a 24' u , 2-1/2' 0 3Z_-S � �:: ' P{ .t:.n STAG• i_ NAILER Mil.mili " f1 EDGE DISTANCE D I I SIp JGIS; �ANic-2$ E CTrn A i 1 ❑F(,4)_1/2' I BG"- f i 1 / I { ?.— !r _ I ; = fis STUL JNN . ti t o s 3x5Xu4' © (--I.4Ln G —CAGE CAP PLATE DETAIL TO i oLrING, I OR CONTD&IDUS PALL STD BASE t'Lt.2_x x Q_l 0 u +//l r. '4- ,k,roc MASS4 04, loc,‘AO:N('''.,_, sstow- I NOTES 1. ALL WORKMANSHIP TO CONFORM WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND MASSACHUSETTS STATE BUILDING CODE LATEST EDITION REQLREMENTS. 2. STRUCTURAL STEEL: ASTM 572 (FY=50 KSI); Optional: ' SHOP PAINT WITH RUST INHIBITIVE PAINT. 3. EXPANSION BOLTS: ASTM A510 3/4" DIA.x6" EMBEDMENT IN CONCRETE; THRU-BOLTS:ASTM A307 1/2" DIA. 4. PUNCHED HOLES IN PLATES = 9/16" DIAMETER. . 5. ALL WELDS E70XX ELETRODES. SHOP WELD CAP AND BASE PLATES TO COLUMNS. 6. COORDINATE ALL DIMENSIONS W/ ARCHITECTURAL DRAWINGS, AND FIELD VERIFY WHEFIF R QUIRED. TOWOODFRAMING / / 1I STEEL BEAM CONNECTIONS MICHELE CUDILO, P.E. 2sP f.,. tit . Consulting Structural Engineer 123 Cottonwood Lane. Centery lle, Massachusetts 02632 1,I10ikir/ F -SD f Drawn By: MC Date: / /0 Drawing { , 7 r .vita o ,�/ JZ)� Scale: AS NOTED ' Rev. 0 _ ' "I LT (3k1�t� Project No.: ���i'L / File Name: 7 - i Teoseca11MuweDouble 1-3/4" x 7-1/4" VERSA-LAM® LVL 2.1E 3100 SP f PASSED FB01 (Drop Beam) BC CALC®Member Report Dry 11 span I No cant. June 8, 2022 13:41:09 Build 8381 Job name: Lidonni • File name: C Paine_59 Parkwood Address: 59 Parkwood Road Description: 2ND FLOOR SHORT STAIR TRIMMER City, State,Zip: So Yarmouth, MA Specifier: Customer: Chris Paine Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products o f . V ! l . l l i - l l l l l 4 , 4 4 4 14 4 1 l l l l 1 1 4 4 1 4. 1 1 1 1 1 1 1 l 1 1 1 1 0 l: 1 1 1 1 1 4 l 1 1 1 1 1 l 1 4 05-02-00 B1 B2 Total Horizontal Product Length=05-09-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 3-1/2" 343/0 107/0 B2, 3-1/2" 213/0 75/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 05-09-00 Top 7 00-00-00 1 Unf.Area(Ib/ft2) L 00-00-00 05-09-00 Top 40 10 01-04-00 2 Conc. Pt. (Ibs) L 01-06-00 01-06-00 Back 250 63 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 496 ft-lbs 5.9% 100% 1 01-10-07 End Shear 384 lbs 8.0% 100% 1 00-10-12 Total Load Deflection L/999 (0.012") n\a n\a 1 02-07-13 Live Load Deflection L/999 (0.009") n\a n\a 2 02-07-13 Max Defl. 0.012" n\a n\a 1 02-07-13 Span/Depth 8.8 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 451 lbs n\a 4.9% Unspecified B2 Wall/Plate 3-1/2"x 3-1/2" 288 lbs n\a 3.1% Unspecified Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2015. Calculations assume member is fully braced. Connection Diagram: Full Length of Member ..I b -AO 1 -+.- A • f • • * — • • Weeise Cis." Double 1-3/4" x 7-1/4" VERSA-LAM® LVL 2.1E 3100 SP PASSED FB01 (Drop Beam) BC CALC®Member Report Dry I 1 span No cant. June 8, 2022 13:41:09 Build 8381 Job name: Lidonni File name: C Paine 59 Parkwood Address: 59 Parkwood Road Description: 2ND FLOOR SHORT STAIR TRIMMER City, State,Zip: So Yarmouth, MA Specifier: Customer: Chris Paine Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products Connection Diagram: Full Length of Member a minimum = 1-3/4" c=3-3/4" b minimum =6" d =24" e minimum = 1" Calculated Side Load= 156.5 lb/ft All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFL312 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions, please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, (poise Double 1-3/4" x 7-1/4" VERSA-LAM® LVL 2.1E 3100 SP PASSED I FB02 (Drop Beam) BC CALC®Member Report Dry I 1 span I No cant. June 8, 2022 13:41:09 Build 8381 Job name: Lidonni File name: C Paine 59 Parkwood Address: 59 Parkwood Road Description: SECOND FLOOR STAIR TRIMMER City, State,Zip: So Yarmouth, MA Specifier: Customer: Chris Paine Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products E . . . . . . . _..4..v 1 : l 1 1 - 4. 1 0 1 1 l - l : -- j l 4. -1 y 1 ..1 -_l 1 1 r>< k k i o-oo-oo B1 B2 Total Horizontal Product Length=10-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 263/0 63/0 B2, 3-1/2" 82/0 45/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 10-00-00 Top 7 00-00-00 1 Conc. Pt. (Ibs) L 02-06-00 02-06-00 Back 345 35 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 718 ft-lbs 8.6% 100% 1 02-06-00 End Shear 320 lbs 6.6% 100% 1 00-10-12 Total Load Deflection L/999 (0.042") n\a n\a 1 04-05-09 Live Load Deflection L/999 (0.033") n\a n\a 2 04-04-05 Max Defl. 0.042" n\a n\a 1 04-05-09 Span/Depth 15.8 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 326 lbs n\a 3.6% Unspecified B2 Wall/Plate 3-1/2"x 3-1/2" 127 lbs n\a 1.4% Unspecified Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2015. Calculations assume member is fully braced. Connection Diagram: Full Length of Member towl b -• :i —0— A • . • • 1 • • Boar Double 1-3/4" x 7-1/4" VERSA-LAM® LVL 2.1E 3100 SP PASSED FB02 (Drop Beam) BC CALC®Member Report Dry 11 span I No cant. June 8, 2022 13:41:09 Build 8381 Job name: Lidonni File name: C Paine 59 Parkwood Address: 59 Parkwood Road Description: SECOND FLOOR STAIR TRIMMER City, State,Zip: So Yarmouth, MA Specifier: Customer: Chris Paine Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products Connection Diagram: Full Length of Member a minimum = 1-3/4" c=3-3/4" b minimum=6" d =24" e minimum = 1" Calculated Side Load = 190.0 lb/ft All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFL312 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions, please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM ALLJOIST®, BC RIM BOARDTM,BCI®, BOISE GLULAMTm,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, e Double 1-3/4" x 7-1/4" VERSA-LAM® LVL 2.1E 3100 SP I PASSED FB03 (Flush Beam) BC CALC®Member Report Dry 11 span I No cant. June 8, 2022 13:41:09 Build 8381 Job name: Lidonni File name: C Paine_59 Parkwood Address: 59 Parkwood Road Description: WINDOW HEADER City, State,Zip: So Yarmouth, MA Specifier: Customer: Chris Paine Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products 1 1 .1 1 1 1 1 1 1 1 1 1 1,11-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1 4 01 1 1 4 1 4 l 4 l 1 1 1 1 4 1 L . x- 02-08-00 B1 B2 Total Horizontal Product Length=02-08-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 272/0 92/0 B2, 3-1/2" 208/0 69/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 02-08-00 Top 7 00-00-00 1 Unf.Area (Ib/ft2) L 00-00-00 02-08-00 Back 40 10 02-06-00 2 Conc. Pt. (Ibs) L 01-00-00 01-00-00 Back 213 75 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 218 ft-lbs 2.6% 100% 1 01-00-00 End Shear 245 lbs 5.1% 100% 1 00-10-12 Total Load Deflection L/999 (0.002") n\a n\a 1 01-01-03 Live Load Deflection L/999(0.001") n\a n\a 2 01-01-03 Max Defl. 0.002" n\a n\a 1 01-01-03 Span/Depth 3.7 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 364 lbs n\a 4.0% Unspecified B2 Wall/Plate 3-1/2"x 3-1/2" 277 lbs n\a 3.0% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2015. Calculations assume member is fully braced. Connection Diagram: Full Length of Member i.I b - -• :i —..- A . . • 4 4 -111.- H 1_..._ o..,.,. C ,.F 40 Wesois*Co Double 1-3/4" x 7-1/4" VERSA-LAM® LVL 2.1E 3100 SP I PASSED I FB03 (Flush Beam) BC CALC®Member Report Dry I 1 span I No cant. June 8, 2022 13:41:09 Build 8381 Job name: Lidonni File name: C Paine_59 Parkwood Address: 59 Parkwood Road Description: WINDOW HEADER City, State,Zip: So Yarmouth, MA Specifier: Customer: Chris Paine Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products Connection Diagram: Full Length of Member a minimum = 1-3/4" c=3-3/4" b minimum =6" d =24" e minimum= 1" Calculated Side Load= 144.0 lb/ft All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFL312 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions, please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST"" ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, (; " se Triple 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP PASSED 1 FB04 (Drop Beam) BC CALC®Member Report Dry I 1 span I No cant. June 8, 2022 13:41:09 Build 8381 Job name: Lidonni File name: C Paine_59 Parkwood Address: 59 Parkwood Road Description: OPTION 1 City, State, Zip: So Yarmouth, MA Specifier: Customer: Chris Paine Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products U 1 1 1 1 1 1 1 1 1 131 • 1 l 1 1 1 1 1 11 1 1 1 . 1 141 1 1 l 1 1 1 1 1 1 1 1 1 1 1 151 1 1 1 1 1 1 1 1 1 1 1 1 1 1 161 1 • 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 I 4--j 1 1 1. 1 1 1 l2 • 1 1 1 1 l 1 . 1 1 1 1. 1 1 1 1 1 l 1 1 1 1 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 k 16-00-00 B2 B1 Total Horizontal Product Length=16-00-00 Reaction Summary (Down / Uplift) (Ibs) Wind Roof Live Bearing Live Dead Snow B1, 3-1/2" 5466/0 2709/0 111 /0 B2, 3-1/2" 5054/0 2562/0 189/0 Live Dead Snow Wind Roof Tributary Load Summary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 00 00 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 16-00-00 Top 21 00 00-00-00 1 Unf. Area(Ib/ft2) L 00-00-00 10-00-00 Top 40 10 2 Unf. Area(Ib/ft2) L 10-00-00 16-00-00 Back 40 10 09-06-00 3 Unf. Lin. (lb/ft) L 00-00-00 10-00-00 Top 80 n\a 4 Unf. Lin. (lb/ft) L 10-00-00 16-00-00 Top 60 n\a Unf.Area (Ib/ft2) L 00-00-00 10-00-00 Top 20 10 11-06-00 5 09-06-00 6 Unf.Area(Ib/ft2) L 10-00-00 16-00-00 Top 20 10 n\a 7 Conc. Pt. (Ibs) L 10-00-00 10-00-00 Back 200 330 300 Controls Summary Value %Allowable Duration Case Location Pos. Moment 30866 ft-lbs 70.9% 100% 1 07-11-15 End Shear 6685 lbs 47.9% 100% 1 01-05-08 Total Load Deflection L/324(0.576") 74.1% n\a 1 07-11-15 Live Load Deflection L/490(0.381") 73.5% n\a 4 07-11-15 Max Defl. 0.576" 57.6% n\a 1 07-11-15 Span/Depth 13.3 Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 5-1/4" 8174 lbs n\a 59.3% Unspecified B2 Wall/Plate 3-1/2"x 5-1/4" 7616 lbs n\a 55.3% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum (L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2015. Calculations assume member is fully braced. 0...... 7 ..F 40 r.*C,.►.* Triple 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP I PASSED FB04 (Drop Beam) BC CALC®Member Report Dry I 1 span I No cant. June 8, 2022 13:41:09 Build 8381 Job name: Lidonni File name: C Paine_59 Parkwood Address: 59 Parkwood Road Description: OPTION 1 City, State,Zip: So Yarmouth, MA Specifier: Customer: Chris Paine Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products Connection Diagram: Full Length of Member 1r.l b ..r i 1/2 A f + • # • . —a— a L._ a minimum = 1-3/4" c= 10-1/2" b minimum =6" d =24" e minimum= 1" Calculated Side Load =475.0 lb/ft All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFLOO5 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARDTM, BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, , (V Boise cascade nii Single 7" x 11-7/8" VERSA-LAM® 2.0 3100 DFI PASSED FB04(1) (Drop Beam) BC CALC®Member Report Dry 11 span I No cant. June 8, 2022 13:41:09 Build 8381 Job name: Lidonni File name: C Paine_59 Parkwood Address: 59 Parkwood Road Description: OPTION 2 City, State, Zip: So Yarmouth, MA Specifier: Customer: Chris Paine Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products w 1 1 1 l 1 1 13l 1 1 1 l 1 1 l 1 l 1 .1 1 1 1 141 1 1 1 1 l 1 1 1 1 1 1 1 1 1 151 1 1 1 1 1 . 1 1 1 .—T 1 1 1 1 16 . 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1I1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 121 1 1 1 1 1 �T 1 1 1 1 1 1 1 1 1 1 1 1 1 01 l 1 1 1 l 1 1 1 1 1 1 1 1 1 X [X B 1 16-00-00 k B2 Total Horizontal Product Length=16-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 3-1/2" 5466/0 2709/0 111 /0 B2, 3-1/2" 5054/0 2563/0 189/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 16-00-00 Top 21 00-00-00 1 Unf.Area (Ib/ft2) L 00-00-00 10-00-00 Top 40 10 11-06-00 2 Unf. Area (Ib/ft2) L 10-00-00 16-00-00 Back 40 10 09-06-00 3 Unf. Lin. (lb/ft) L 00-00-00 10-00-00 Top 80 n\a 4 Unf. Lin. (lb/ft) L 10-00-00 16-00-00 Top 60 n\a 5 Unf.Area (Ib/ft2) L 00-00-00 10-00-00 Top 20 10 11-06-00 6 Unf.Area(Ib/ft2) L 10-00-00 16-00-00 Top 20 10 09-06-00 7 Conc. Pt. (Ibs) L 10-00-00 10-00-00 Back 200 330 300 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 30864 ft-lbs 72.5% 100°/a 1 08-01-02 End Shear 6866 lbs 43.5% 100% 1 01-03-06 Total Load Deflection L/273(0.683") 87.9% n\a 1 08-01-02 Live Load Deflection L/413 (0.452") 87.2% n\a 4 08-01-02 Max Defl. 0.683" 68.3% n\a 1 08-01-02 Span/Depth 15.7 Disclosure Use of the Boise Cascade Software is Y.Allow %Allow subject to the terms of the End User Bearing Supports Dim.(LxW) Value Support Member Material License Agreement(EULA). B1 Wall/Plate 3-1/2"x 7" 8175 lbs n\a 44.5% Unspecified Completeness and accuracy of input B2 Wall/Plate 3-1/2"x 7" 7617 lbs n\a 41.5% Unspecified must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to Notes anyone relying on such output as evidence of suitability for a particular Design meets Code minimum(L/240)Total load deflection criteria. application.The output here is based on Design meets Code minimum (L/360) Live load deflection criteria. building code-accepted design Design meets arbitrary(1")Maximum Total load deflection criteria. properties and analysis methods. Installation of Boise Cascade Design based on Dry Service Condition. engineered wood products must be in BC CALC®analysis is based on IBC 2015. accordance with current Installation Calculations assume member is fully braced. Guide and applicable building codes.To obtain Installation Guide or ask questions, please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM, BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, o.,,.,,n ,..r 4 o e v +s Triple 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP ( PASSED 1 FB05 (Drop Beam) BC CALC®Member Report Dry I 1 span I No cant. June 8, 2022 13:41:09 Build 8381 Job name: Lidonni File name: C Paine_59 Parkwood Address: 59 Parkwood Road Description: GARAGE DOOR HEADER City, State, Zip: So Yarmouth, MA Specifier: Customer: Chris Paine Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products T + + + + + 1 1 121 1 1 1 1 1 1 1 1 1 1 4 1 1 1Y-1- 1 1 1 --/- z � +- - 1 l_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Xi D< B 1 12-00-00 B2 Total Horizontal Product Length=12-07-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live 81, 3-1/2" 4968/0 2742/0 101 /0 B2, 3-1/2" 498/0 527/0 10/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 12-07-00 Top 14 00-00-00 1 Conc. Pt. (Ibs) L 01-04-00 01-04-00 Top 5466 2709 111 n\a 2 Trapezoidal (Ib/ft) L 00-00-00 Top 20 n\a 06-03-08 40 3 Trapezoidal (lb/ft) R 00-00-00 Top 20 n\a 06-03-08 40 Controls Summary Value %Allowable Duration Case Location Pos. Moment 8491 ft-lbs 40.6% 100% 1 01-04-00 End Shear 7688 lbs 81.1% 100% 1 01-01-00 Total Load Deflection L/642 (0.227") 37.4% n\a 1 05-04-05 Live Load Deflection L/1109(0.131") 32.5% n\a 4 05-02-08 Max Defl. 0.227" 22.7% n\a 1 05-04-05 Span/Depth 15.3 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 5-1/4" 7709 lbs n\a 55.9% Unspecified B2 Wall/Plate 3-1/2"x 5-1/4" 1025 lbs n\a 7.4% Unspecified Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2015. Calculations assume member is fully braced. Wu C Triple 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP PASSED (1);...,,,m.q:..., FB05 (Drop Beam) BC CALL®Member Report Dry l 1 span I No cant. June 8, 2022 13:41:09 Build 8381 Job name: Lidonni File name: C Paine 59 Parkwood Address: 59 Parkwood Road Description: GARAGE DOOR HEADER City, State, Zip: So Yarmouth, MA Specifier: Customer: Chris Paine Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products Connection Diagram: Full Length of Member tb -411 :1 — A • Y • • • • • --10.— il 1_.._ a minimum = 1-3/4" c=6" b minimum =6" d =24" e minimum = 1" Calculated Side Load =0.0 lb/ft All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFLOO5 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions, please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM ALLJOIST®, BC RIM BOARDTM, BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, 13aiser,a;w 1311 Double 1-3/4" x 7-1/4" VERSA-LAM® LVL 2.1E 3100 SP I PASSED I RB01 (Roof Drop Beam) BC CALC®Member Report Dry 11 span I No cant. June 8, 2022 13:41:09 Build 8381 Job name: Lidonni File name: C Paine_59 Parkwood Address: 59 Parkwood Road Description: ROOF OVER DECK City, State, Zip: So Yarmouth, MA Specifier: Customer: Chris Paine Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products 0 12 1 1 1 :Th ! l l l j l l l 124 4 4 : 1 4 4 1 4 4 4 1 1 4 1 4 ! l l l l l l l l l l l l l 11l l l l l 4, 4 l l l 4- 4 4, 4 4 1 4 4 1 : 4 4 1 4 4 4 1 04 4 4 4 4 4 4 l 4 4 4 4 4 4 1 4 u< B1 10-00-00 B2 Total Horizontal Product Length=10-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 225/0 899/0 1500/0 B2, 3-1/2" 225/0 899/0 1500/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 10-00-00 Top 7 00-00-00 1 Unf. Area(Ib/ft2) L 00-00-00 10-00-00 Top 15 30 10-00-00 2 Unf. Area(Ib/ft2) L 00-00-00 10-00-00 Top 20 10 02-03-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 5461 ft-lbs 56.7% 115% 5 05-00-00 End Shear 1969 lbs 35.5% 115% 5 00-10-12 Total Load Deflection L/281 (0.407") 85.3% n\a 5 05-00-00 Live Load Deflection L/450(0.254") 80.0% n\a 8 05-00-00 Max Defl. 0.407" 40.7% n\a 5 05-00-00 Span/Depth 15.8 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 2399 lbs n\a 26.1% Unspecified B2 Wall/Plate 3-1/2"x 3-1/2" 2399 lbs n\a 26.1% 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. Notes Design meets User specified (L/240)Total load deflection criteria. Design meets User specified (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2015. Calculations assume member is fully braced. . i (Veolsec.asescwDouble 1-3/4" x 7-1/4" VERSA-LAM® LVL 2.1E 310 oiroxasarreanarqawl RB01 (Roof Drop Beam) BC CALC®Member Report Dry I 1 span I No cant. June , Build 8381 Job name: Lidonni File name: C Paine_59 Parkwood Address: 59 Parkwood Road Description: ROOF OVER DECK City, State,Zip: So Yarmouth, MA Specifier: Customer: Chris Paine Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products Connection Diagram: Full Length of Member $6.I b - :i --.— F. • L. a minimum = 1-3/4" c=3-3/4" b minimum =6" d =24" e minimum = 1" Calculated Side Load =0.0 lb/ft All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFL312 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions, please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®, BC RIM BOARDTM, BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, D...... 40 ..F.10 A WC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301 2.1.1)1 Q Check Compliance 1.1 SCOPE Wind Speed(3-sec. gust) 110 mph _i Wind Exposure Category B .Z___ 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) v. stories <_2 stories .2__ Roof Pitch (Fig 2) pia 5 12:12 ✓ Mean Roof Height (Fig 2) 3"v ft <_33' V Building Width,W (Fig 3) 19 ft _<80' ✓ Building Length, L (Fig 3) 3 I ft <_80' �_ Building Aspect Ratio(LAW) (Fig 4) J '' <_3:1 Nominal Height of Tallest Opening` (Fig 4) 6'--VI<6'8" le_ 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) i/ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 ✓ Concrete Concrete Masonry ... 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general (Table 4) 3 in. Bolt Spacing from end/joint of plate (Fig 5) % in.<6"—12" ;Z___ Bolt Embedment—concrete (Fig 5) 4 in. >_7" J� Bolt Embedment—masonry (Fig 5) /5 in.>_ 15" -gZ___ Plate Washer (Fig 5) >3"x 3"x'/<" ,tom 3.1 FLOORS Floor framing member spans checked (per 780 CMR Chapter 55) Maximum Floor Opening Dimension (Fig 6) ft<12' Z.__ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) ,fc__ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) a ft <d V Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) 0 ft <_d Floor Bracing at Endwalls (Fig 9) rZ__ Floor Sheathing Type (per 780 CMR Chapter 55) Floor Sheathing Thickness (per 780 CMR Chapter 55) in. I/ Floor Sheathing Fastening (Table 2)...% d nails at 3 in edge/ k a in field t/ 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5) $ ft <10' V___ Non-Loadbearing walls (Fig 10 and Table 5) `3 ft <_20' _ Wall Stud Spacing (Fig 10 and Table 5) i H in.<_24"o.c. 1,,e___ Wall Story Offsets (Figs 7&8) o ft <_d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls (Table 5) 2x 4 - `b ft 0 in. ..Z__ Non-Loadbearing walls (Table 5) 2x Cs - 0, ft 0 in. Gable End Wall Bracing I Full Height Endwall Studs (Fig 10) _V-- WSP Attic Floor Length (Fig 11) ,, ft 2W/3 Gypsum Ceiling Length(if WSP not used) (Fig 11) c ft>_0.9W ..Y___ and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11) .L_ or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length (Fig 13 and Table 6) $ ft V Splice Connection (no.of 16d common nails) (Table 6) Z AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral (no. of 16d common nails) (Tables 7) ) Non-Loadbearing Wall Connections a Lateral (no. of 16d common nails) (Table 8) Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) G ft o in.< 11' V Sill Plate Spans (Table 9) (, ft O in. <_ 11' V____ Full Height Studs (no. of studs) 11 (Table 9) a— V Non-Load Bearing Wall Opening (record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) U ft 0 in.<_12' /L- Sill Plate Spans.... (Table 9) 6 ft 2 in. <_ 12" / Full Height Studs (no. of studs) 'Table 9) 3 y Exterior Wall Sheathing to Resist Uplift and Shear S muitareously Minimum Building Dimension,W Nominal Height of Tallest Opening` ._ C=9`5 6'8" ✓' Sheathing Type *‘ce 4) la' e_— Edge Nail Spacing (Table or :e 4 if less) 3 in. Field Nail Spacing 'Table "-7'1i i a in. Shear Connection(no.of 16d common nails)(Table '0) Lo_ Percent Full-Height Sheathing (Table 0) .3 c.% iz____. 5%Additional Sheathing for Wall with Opening> '8 {"Design Concepts) V' Maximum Building Dimension, L ,+ Nominal Height of Tallest Opening2 6'$ 5 6'8" Sheathing Type (note 4) '6 ' V Edge Nail Spacing (Table 11 or note 4 if less) 3 in. Field Nail Spacing (Table 11) I I . in. V Shear Connection(no.of 16d common nails)(Table 11) b ✓ Percent Full-Height Sheathing (Table 11) '3D% IL___ 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts) L�_ Wall Cladding Rated for Wind Speed? -.L- 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Sian Tool, see BBRS Website) i/ Roof Overhang (Figure 19) V ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) U=/-7O plf Lateral (Table 12) L=1`16, plf V___ Shear (Table 12) S=77 plf • ___ Ridge Strap Connections, if collar ties not used per page 21... (Table 13) T= plf V__ Gable Rake Outlooker (Figure 20) 0 ft 5 smaller of 2'or U2 1/ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) ,7 lb. Lateral (no.of 16d common nails)...(Table 14) L= ( lb. V Roof Sheathing Type (per 780 CMR Chapters 58 and 59) Roof Sheathing Thickness 5AS in.>_7/16"WSP Z.__ Roof Sheathing Fastening (Table 2) (D/6 Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates. band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures bellow:Vertical and Horizontal Nailing for Panel Attachment Yy=EN THE EDGE RESTS ON .7 F &MIND E SE&RESTS. / 5 oc 1r 11 II V ii i� ii n i . u 1.1 4 II ii II U i M II It Ii II II II •• 1 I 11 II 11 + S M N ,-4 M 41 11 I 1 /� 11 II 11 Co $ I 1 11 1 t A II ,,CC 11 N u r 14 Y(1 11 11,r 11 I L a I I Il F II I i t - 11 I t 4 11 14 I- ii It n t'"li '13 J I 14 II Z ff71 co n 14 Z n 1( I4 II II II Q. 1�I Iti ,I i I as II I 1 11 yyyI Q II It ry II 4 l S- 1,1 II y '1 t! ii it � lu, 1 it I4 p 1 1I i/ Ir U- 11 y C.. IJ I.r ,pc u t4 ,3 4i 14 II I II W 1I y V li I1 F, 14 II II ii ems- u ww�, II / - 'H1 : r7.7r7:J.l Qr..?J,1;,•v '•-�L�`, �T DOUBLE EDGE I i NM SPACING i I. PANEL_ _ V See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR s3o1.2.1.1)' • 1 [7 C7 a 7V. 5za • --It i . 1 I 4 1 FRAMING MENSBERS I EDGE INTERMEDIATE .1 ' rEl 1 2 .ry L 1 }STAGGERED 3"MIN., NAIL PATTERN PANEL PANEL EDGE DOUBLE NAIL EDGE SPACING DETAL Detail Vertical and Horizontal Nailing for Panel Attachment , / : , ,/,"I y (/5:7_3(.)) SERVICE NO.t2,[574) C7 LAURENCE MORREALE , 41 ItNAME' ' 1257O-24 ' +rr,► STREET dit:„,....014.-'' Rae M ^� VILLAGE . . } c; /70/ /l 5 — — METER NO, 1 f le, ,f`tapyar+ I ; 291 3 i ( v 1/' 54/ \ / j1 r'"p 0 E 4 r._._ _ ...1!. ..__,.,.... 9 ......