Loading...
HomeMy WebLinkAboutBLD-23-002100 i /zd/zZ ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department oF...'Y 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 Two-Family Dwelling REC - IVED This Section For Official Use Only Building Permit Number: (3 LID-?3 -DA 21 OD Date Applied: • nCT 1 8 2022 Building ctal(Prints e) ''gna e 13y !ate SECTIO 1:S ' ' INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 37 SHORESIDE DRIVE 1.1 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 I 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 ID Private CI Zone: — Outside Flood Zone? Municipal❑ On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: AKSHAY DALAL YARMOUTH,MA 02664 Name(Print) City,State,ZIP 37 SHORESIDE DRIVE (617)633-1244 asdalal@comcast.net 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 I Repairs(s) ❑ Alteration(s) 0 I Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other 12i Specify: SOLAR Brief Description of Proposed Work': INSTALL OF 13 PANELS FOR A ROOFTOP SOLAR SYSTEM SECTION 4:ESTIMATED CONSTRUCTION COSTS. Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 11271 1. Building Permit Fee:$LW Indicate how fee is determined: 2.Electrical $ 10000 ❑Standard City/Town Application Fee ❑Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ �/ 4.Mechanical (HVAC) $ List: L q K#- 5.Mechanical (Fire $ Suppression) Total All Fees:$ 21271 Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) WISSEM TABOUBI 117235 6 16 26 License Number Expiration Date Name of CSL Holder 185 NEW BOSTON ST List CSL Type(see below) U No.and Street Type Description L' f Unrestricted(Buildings up to 35,000 cu.ft.) WOBURN, MA 01801 R Restricted l&&2 Family Dwelling City/Town,State,ZIP Ivl Masonry RC j Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 508 873 7099 VIRIDIS@VIRIDISENERGY.COM _ I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) VIRIDIS ENERGY SOLUTIONS LLC 185925 9 1 24 HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 185 NEW BOSTON ST No.and Street VIRIDIS@VIRIDISENERGY.COM WOBURN, MA 01801 508-873-7099 Email address 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 I No 0 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_ WISSEM TABOUBI to act on my behalf,in all matters relative to work authorized by this building permit application. PLEASE SEE CONTRACT 10/17/22 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 accurate to the best of my knowledge and understanding. 10-17-22 Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: I. 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.nov/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 Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" CO 0 DATE(MM/DD/YYYY) A CC CERTIFICATE OF LIABILITY INSURANCE 7/8/2022 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT _NAME: Julanne Jessup John McLaughlin Agy PHONE FAX 828 Lynn Fells Pkwy E i/C,No.Ext):781-517-2641 (Arc,Ho):781-665-0295 MA Melrose MA 02176 ADDRESS: info©mclaughlininsurance.com INSURER(S)AFFORDING COVERAGE NAIC 0 INSURERA:Beazley Insurance Company Inc. 37540 INSURED VIRID-1 INSURER B:Safety Indemnity Insurance Company 33618 Viridis Energy Solutions LLC 15 Lancaster Ave INSURER C:Travelers Property Casualty Company of America 25674 Revere MA 02151 INSURER 0:Hartford Underwriters Insurance Company 30104 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:453206205 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. IY EXP LTR TYPE OF INSURANCE IA ADM y�yyp POLICY NUMBER (MMIDWYYYY) (MMIDD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABIUTY ENC000250405 6/30/2022 6/30/2023 EACH OCCURRENCE $1,000,000 DAMAE TO CLAIMS-MADE X OCCUR PREMISES(EaENTED occurrence) $300,000 X Pollution Liab MED EXP(Any one person) $25,000 X Professional Lia PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPUES PER: GENERAL AGGREGATE $2,000,000 POLICY X jECT LOC PRODUCTS-COMP/OP AGG $2,000,000 $ OTHER: B AUTOMOBILE LIABIUTY 5913775 6/30/2022 6/30/2023 C.OMBINEDSINGLELIMI7(Ea accide $1,000,000 nU ANY AUTO BODILY INJURY(Per person) $ — OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ X X AUTOS ONLY AUTOS ONLY (Per accident) $ A X UMBRELLA UAB X OCCUR ENX000609302 6/30/2022 6/30/2023 EACH OCCURRENCE $5,000,000 EXCESS UAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$1 n nnn $ C WORKERS COMPENSATION UB5R976513 6/30/2022 6/30/2023 PEATl1TE OTH- ER AND EMPLOYERS'LIABILITY Y I N ANYPROPRIETOR/PARTNER/EXECUTIVE N/A E.L EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 A Professional ENC000250405 6/30/2022 6/30/2023 Prof Each Claim 1,000,000 D Installation Float OBSBAAK4RPM 6/30/2022 6/30/2023 Ea Job Site 500,000 Personal Property Property Limit $105,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached 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 Yarmouth ACCORDANCE WITH THE POLICY PROVISIONS. 1146 Route 28 South Yarmouth, MA 02664 AUTHORIZED REPRESEN ATIVE 1 I ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD CO N 0 Cs/ ,... 0 (0 . -- -,-tor ifl co c . . — ,- - = fici 40 411 ts) ,„I (,) .... 0,• Wr... ii,... , W ',..--' Z. 2 4.0 400.4 - 0,•-• -.. (I) .... - , 4:1; 0 cyi iii ...-- C > v. Cel ',-,,, .5 tr.,/ Eo• 4 w)_ ..., _ — — ryl a i'". cz hn. 4Ct (f) 2 0 UJ ft ) UA Z Ce 7 , i ) 0 Cr) i 1) 11( ILI 1.4t t•-- t st) uj E , E CO ti) U a 0 THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration .rr B - Type: LLC VIRIDIS ENERGY SOLUTIONS LLC r+M === Registration: 095925 .., �� Expiration: 9/01/2024 185 NEW BOSTON STREET -- n. WOBURN, MA 01801NIMM= . ' F' VEMIort ed ..... Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE: LLC Office of Consumer Affairs and Business Regulation Registration Expiration 1000 Washington Street -Suite 710 185925 09/01/2024 Boston, MA 02118 VIRIDIS ENERGY SOLUTIONS LLC. I ' cc, s e WISSEM TABOUBI + ' 185 NEW BOSTON STREET �� �4 ,e,,,,,,,.'a.��,,e,,,A WOBURN, MA 01801 '`- ` ' L - Undersecretary Not valid without signature §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-22311 ext.-1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Ch. 40, §54 and 780 CMR- Section 105.3.1. #4. I hereby certify that the debris resulting from the proposed work/demolition to be conducted at 37 SHORESIDE DRIVE Work Address Is to be disposed of oat the following location: 185 NEW BOSTON ST,WOBURN,MA Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. 10-17-22 Signature of Application Date Permit No. The Commonwealth of Massachusetts Department of Industrial Accidents 'z If/ Office of Investigations J_; Lafayette City Center r 2 Avenue de Lafayette, Boston, MA 02111-1750 °), www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Viridis Energy Solutions LLC Address: 185 New Boston Street City/State/Zip:Woburn, MA 01801 Phone #: 617-669-5534 Are you an employer? Check the appropriate box: Type of project(required): 1.E] I am a employer with 20 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. ❑New construction listed on the attached sheet. 7. ❑ Remodeling 2.❑ I am a sole proprietor or partner- These and have no employees These sub-contractors have 8. ElDemolition working for me in any capacity. employees and have workers' 9. III Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.111 Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions 3.Cl I am a homeowner doing all work myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no Solar Panels employees. [No workers' 13.C 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: Travelers Indemnity Co of America Policy#or Self-ins. Lic. #:UB5R976513 Expiration Date:6/30/2023 Li Job Site Address: / e S)Q bn u e City/State/Zip:S . Ol ( MA Oa :U1 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. Signature: �� Date: i U' .. 22- Phone#: 617-669-5534 Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License # Issuing Authority (check one): 10Board of Health 20 Building Department 31:City/Town Clerk 4.0 Electrical Inspector 5Elumbing Inspector 6.DOther Contact Person: Phone#: S ENGINEERS September 12,2022 Viridis Energy Solutions LLC 15 Lancaster Ave Revere,MA,02151 Subject:Structural Certification for Installation of Solar Panels Job Number:22-11703 Client:Akshay Dalai-007479 Address:37 Shoreside Dr,South Yarmouth, MA 02664 Attn.:To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from Viridis Energy Solutions LLC From the field observation of the property,the existing roof structure was observed as follows: The existing roof structure consists of: • Composition Shingle over Roof Plywood is supported by 2x10 @ 16"o.c.SPF#2 at ARRAY 1.The rafters are sloped at approximately 30 degree and have a maximum projected horizontal span of 19 ft 0 in between load bearing supports. • Composition Shingle over Roof Plywood is supported by 2x8 @ 16"o.c.SPF#2 at ARRAY 2.The rafters are sloped at approximately 30 degree and have a maximum projected horizontal span of 15 ft 9 in between load bearing supports. Design Criteria: • Applicable Codes=780 CMR,ASCE 7-10,and NDS-15 • Ground Snow Load=30 psf; Roof Snow Load=25 psf ARRAY 1;25 psf ARRAY 2 • Roof Dead Load=9.2 psf ARRAY 1;8.1 psf ARRAY 2 • Basic Wind Speed=142 mph Exposure Category C As a result of the completed field observation and design checks: • ARRAY 1:is adequate to support the loading imposed by the installation of solar panels and modules.Therefore, no structural upgrades are required. • ARRAY 2: is adequate to support the loading imposed by the installation of solar panels and modules.Therefore, no structural upgrades are required. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements without structural upgrade in accordance with the 780 CMR. If you have any questions on the above,do not hesitate to call. Prepared By: PZSE, Inc.-Structural Engineers Roseville,CA ,‘..-1.‘OFMq 9 PAUL K. c 7, ZACHFR m STRUCTURAL N , ASS/ONAL '\ 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 F 916.961.3965 W www.pzse.com Experience I Integrity i Empowerment 110 S E.____ structural September 12, 2022 ENGINEERS Viridis Energy Solutions LLC 15 Lancaster Ave Revere, MA, 02151 Attn.: To Whom It May Concern re:Job 22-11703 :Akshay Dalai-007479 The following calculations are for the structural engineering design of the photovoltaic panels located at 37 Shoreside Dr, South Yarmouth, MA 02664. After review, PZSE, Inc. certifies that the roof structure has sufficient structural capacity for the applied PV loads. If you have any questions on the above, do not hesitate to call. Prepared By: PZSE, Inc. -Structural Engineers Roseville, CA (..e>,..---- ',.C1,0 PAUL K. \5G I ZArHFR \\\ i j1STRUCTURAL a ivo. 5010u 6,8SIONAL "- 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 W www.pzse.com Experience I integrity I Empowerment S Project: Akshay Dalai -- Job #: 22-11703 L_` Date: 9/12/2022 Engineer: KC Gravity Loading Roof Snow Load Calculations pg=Ground Snow Load= 30 psf Ce=Exposure Factor= 0.9 ASCE 7-10 Table 7-2 Cf=Thermal Factor= 1.1 ASCE 7-10 Table 7-3 I=Importance Factor= 1 pf=0.7 CQ 4 I pg 25 psf ASCE 7-10 Eq 7.3-1 where pg<_20 psf,Pf min=I x pg= N/A where pg>20 psf,Pf min=20 x 1= N/A Per ASCE 7-10,minimum values of Pf shall apply to hip and gable roofs with slopes less than 15°. Therefore,pf=Flat Roof Snow Load= 25 psf ps=Cspf ASCE 7-10 Eq 7.4-1 Cs=Slope Factor= 1.000 ARRAY 1 Cs=Slope Factor= 1.000 ARRAY 2 Ps=Sloped Roof Snow Load= 25.0 psf ARRAY 1 Ps =Sloped Roof Snow Load= 25.0 psf ARRAY 2 PV Dead Load=3 psf(Per Viridis Energy Solutions LLC) Roof Live Load= 17.07 psf ARRAY 1 Roof Live Load= 17.07 psf ARRAY 2 Note:Roof live load is removed in area's covered by PV array. Roof Dead Load ARRAY I. Composition Shingle 4.00 Roof Plywood 1.50 2x10 Rafters @ 16"o.c. 1.90 Vaulted Ceiling 0.00 Ceiling Not Vaulted Miscellaneous 0.60 Total Roof DL ARRAY 1 8.0 psf DL Adjusted to 30 Degree Slope 9.2 psf Roof Dead Load ARRAY 2. Composition Shingle 4.00 Roof Plywood 1.50 2x8 Rafters @ 16"o.c. 1.49 Vaulted Ceiling 0.00 Ceiling Not Vaulted Miscellaneous 0.01 Total Roof DL ARRAY 2 7.0 psf DL Adjusted to 30 Degree Slope 8.1 psf 2 of 6 S Project: Akshay Dalai --Job#: 22-11703 Date: 9/12/2022 Engineer: KC Wind Calculations Per ASCE 7-10 Components and Cladding Input Variables Wind Speed 142 mph Exposure Category C Roof Shape Gable Roof Slope 30 degrees Mean Roof Height 22 ft Building Least Width 35 ft Effective Wind Area 7.1 sf Roof Zone Edge Distance,a 3.5 ft Controlling C&C Wind Zone Zone 3 Design Wind Pressure Calculations Wind Pressure P=qh*(G*Cp) qh=0.00256*Kz*Kzt*Kd*VA2 Eq.29.3-1 Kz(Exposure Coefficient)= 0.916 Table 29.3-1 Kzt(topographic factor)= 1 26.8(Figure 26.8-1) Kd(Wind Directionality Factor)= 0.85 Table 26.6-1 V(Design Wind Speed)= 142 mph Fig.26.5-1A Risk Category= II Table 1.5-1 qh= 40.2 psf 0.6*qh= 24.11 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -1.00 -1.20 -1.20 0.90 Uplift Pressure= -24.11 psf -28.94 psf -28.94 psf 21.78 psf Attachment Dead Load= 3.00 psf 3.00 psf 3.00 psf Max Rail Span Length= 2.60 2.60 2.60 Longitudinal Length= 2.73 2.73 2.73 Attachment Tributary Area= 7.10 7.10 7.10 Attachment Uplift= -158.00 -193.00 -193.00 Lag Screw Uplift Capacity Check Fastener= inch Number of Fasteners= '_ Minimum Threaded Embedment Depth= 2.5 inch Withdraw Capacity Per Inch= 205 lb NDS Eq 12.2-1 Allowable Withdraw Capacity= 820 lb lb NDS Eq 11.3-1 820 lb capacity>193 lb demand Therefore.OK Lag Screw Shear Capacity Check Embedment Depth Reduction Factor 1 Lateral Force from Gravity Loads= 100 lb Attachment Lateral Capacity= ;"?i lb NDS Table 12K 288 lb capacity>100 lb demand Therefore,OK 3 of 6 • < S Project: Akshay Dalai -- Job#: 22-11703 Date: 9/12/2022 Engineer: KC Framing Check ARRAY 1 PASS w=50 plf Dead Load 9.2 psf PV Load 3.0 psf Snow Load 25.0 psf 2x10 Rafters @ 16"o.c. 4 4 Member Span=19'-0" Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 37.2 psf Member Properties Member Size S(in^3) I (in^4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 SPF#2 @ 16"o.c. Check Bending Stress Fb(psi)= f'b x Cc x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.1 x 1.15 Allowed Bending Stress=1272.9 psi Maximum Moment = (wL^2)/8 = 2238.2 ft# = 26858.4 in# Actual Bending Stress=(Maximum Moment)/S =1255.7 psi Allowed>Actual--98.7%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = L/120 (E=1400000 psi Per NDS) = 1.9 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) = (5*w*LA4)/(384*E*I) = 0.827 in = L/276 < L/120 Therefore OK Allowed Deflection(Live Load) = L/180 1.266 in Actual Deflection (Live Load) = (5*w*LA4)/(384*E*I) 0.706 in L/323 < L/180 Therefore OK Check Shear Member Area= 13.9 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1873 lb Max Shear(V)=w*L/2 = 471 lb Allowed>Actual--25.2%Stressed — Therefore,OK 4 of 6 S Project: Akshay Dalai -- Job#: 22-11703 f_ Date: 9/12/2022 Engineer: KC Framing Check ARRAY 2 PASS w=48 plf Dead Load 8.1 psf PV Load 3.0 psf —1 Snow Load 25.0 psf 2x8 Rafters @ 16"o.c. O Member Span=15'-9" Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 36.1 psf Member Properties Member Size S(in'3) I (inA4) Lumber Sp/Gr Member Spacing 2x8 13.14 47.63 SPF#2 @ 16"o.c. Check Bending Stress Fb(psi)= f'b x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.2 x 1.15 Allowed Bending Stress= 1388.6 psi Maximum Moment = (wL^2)/8 = 1492.51 ft# = 17910.1 in# Actual Bending Stress=(Maximum Moment)/S =1363 psi Allowed>Actual--98.2%Stressed -- Therefore,OK Check Deflection Allowed Deflection (Total Load) = (E= 1400000 psi Per NDS) = 1.575 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) = (5*w*L^4)/(384*E*I) = 0.780 in = L/243 < L/120 Therefore OK Allowed Deflection(Live Load) = L/180 1.05 in Actual Deflection(Live Load) _ (5*w*LA4)/(384*E*I) 0.693 in L/273 < L/180 Therefore OK Check Shear Member Area= 10.9 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1468 lb Max Shear(V)=w* L/2 = 379 lb Allowed>Actual--25.9%Stressed — Therefore,OK 5 of 6