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HomeMy WebLinkAboutBLD-22-005937 ./2 , 2.._. ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department 1146 Route 28,South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 lS Massachusetts State Building Code,780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: lid(?ujq 1 Date Applied: RECEIVED ri e C; , 7'J.7, AF 1�p Building Official(Print Name) • Signature 4 2022 )(4,140 I �SECTION 1:SITE INFORMATION t3 U t L p I N O ity .1 P o Address. 1.C�As essors Map&Parcel Nur b s BY wee}- -- . 1.1a Is this an accepted street?yes no Map Number Parcel Number 10 0.0 1.3 Zoning Information: 1/}ifystry Tensions: A y .� S ' li Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) 'j a b Front Yard Side Yards Rear Yard RequiredProvided Required Provided Required Provided X5. 5' . 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: _ Outside Flood Zone? Public ill Private❑ Municipal 0 On site disposal system [B/ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' Owner'of Record' f' ( )/ h/?S, i1 1.t Gni Name(Print) City,State,ZIP C)-,4)V1 Lk) 3og-3692 -SG iib SLI oh-Aiaj*-htjcK(.a .coin No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK=(check all that apply) New Construction Existing Building❑ Owner-Occupied 0 I Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 ,Number of Units Other 0 Specify: Brief Description of Proposed Work2: Cni/,S4h(,C— c .2, 'Jl Lfri me (,t/:4h 3 beAti r Gtn d 3 folic lob qhs on 61.44- ched SGtrc SECTION 4:ESTIMATED CONSTRUCTION COSTS. • Item Estimated Costs: Official Use Only (Labor and Materials) 1. 1.Building $ 135 000 1. Building Permit Fee:S Indicate how fee is determined: El Standard City/Town Application Fee 2.Electrical $025,00 0 Total Project Cost3(Item 6)x multiplier . x 3.Plumbing $ , pp p 2. Other Fees: $ "GO 4.Mechanical (HVAC) $_20 000 List: 5.Mechanical (Fire � j� Suppression) '�j 3oo Total All Fees:$ •"" " - �1 Check No. Check Amount Cash oust: 6.Total Project Cost: $0,20(-1 30D El Paid in Full 0 Outstanding Balanc ue: I%0q Cj ONE or TWO FAMILY— BULDING PERMIT APPLICATION REGULATORY APPROVALS NOTICE (5-1) Address of Proposed Work:1014- `) WO- Ggoo (/1)25 -I?� LL V � h KJ Scope of Proposed Work: COY)S T"od �, Li I ' MOh�i✓ illi°4�1 , 3 baJvcomS cold. 3 coils ke,M I //(a.-) hJh, Gh GiHcl;Gtied G/c'r� / ►�►92. 2BaseDate: `4/1 42,2- Based d on the scope of work described above,the applicant is required to obtain approval sign- offs from the following departments as checked-of below: V/ Health Dept.—508-398-2231 ext. 1241 Conservation—508-398-2231 ext. 1288 if Water Dept. —99 Buck Island Road, 508-771-7921 - GbhO'cr Old Kings HWY. Hist. Comm. —508-398-22631 ext. 1292 Engineering Dept.—508-398-2231 ext. 1250 Fire Dept.—Kevin Huck/Scott Smith, 96 Old Main Street, SY Note: Please call Fire Department for an appointment. 508-398-2212 Other Appropriate plans and/or application shall be provided to each departments checked-off above. Each of these regulatory authorities has their own requirements outside the jurisdiction of the Building Department. All applicable approvals shall be obtained prior to submitting a building permit application to the Building Dept. Thank you for your cooperation. Receipt Ackn\ e► i, ent: • (VI(1/22 Applicant's Signatu • Date Rev.Jan. 2019 SECTION 5: CONSTRUCTION SERVICES 4a Construction'] Supervisor License(CSL) �5 r - /06,26/ '0/!L o /ei14.0 ITT (,n b Qi" LicenselNumber Expiration Date Name of CSL Holder 1V-6 c.14.6)1-.9 List CSL Type(see below) R No l dd Street .Lh Type Description �/l�ni S /� CSO Unrestricted(Buildings up to 35,000 cu.R) Cit Town,State,ZIP v�v ! Restricted l&2 Family Dwelling 111000III Masonry RC Roofing Covering WS Window and Siding ' !1 SF Solid Fuel Burning Appliances `7 qi;bgrhickC6Pecr.cap•, I Insulation Telephone Email address D Demolition .1 . 5.2 Registered Home Improvement Contractor(HIC) Q00/,03 07 Y/. ,c-E61^br,ek eanSYucl; l $Pfr1/C!S 1hC HIC Registration Number Expiration Date 7 many c o��h gistrant Name ' 1, �o and Street �q( - c� ?l' (� I-:6e1719 6) 1-.1Cte4PL .c Nfj �hh,'S,h7 �! so" - O'2 - 1 J 7 Email address ty/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 5TirbUC/t. ions I-(,( ho) S��cLs (//G r to act on my beh , ' a 1 ;hes relative to work authorized by this building permit application. Vi(142-2 Print Owner's Name(Elec is Si:.ature) 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\.\. ic: •.•is true and accurate to the best of my knowledge and understanding. 91(1722 Print Owner's or Authorize, .. t s Name(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.eov/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 M A Number of bedrooms Number of bathrooms Number of half/baths 1 Type of heating system 4 MI /A Number of decks/porches Type of cooling system '1 , Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" 01•YAiN TOWN OF YARMOUTH o _-. .. _ti BUILDING DEPARTMENT pp n 1n 3.r��: 1146 Route 28, South Yarmouth,MA. 02664 508-398-2231 ext. 1261 b�4'ticnsq 6" HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: DATE: I 1 JOB LOCATION: Int#,� I/��i,�f rQ,G►� l veS oh Eci NAME ��T ADDRE S S CTION OF TO "HOMEOWNER'` y b(ZV ) m r h . 50%-36v--56-to,5os - � /39 NAME HOME PHONE WORK PHONE PRESENT MAILING ADDRESS CITY OR TOWN STATE ZIP CODE The current exemption for `Homeowner' was extended to include owner—occupied dwellings of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such homeowner shall act as supervisor. (State Building Code Section 110 R5.1.3.1) Definition of Homeowner: Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is or is intended to be, a one or two family attached or detached structure assessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner;such"homeowner"shall submit to the building official,on a form acceptable to the building official,that he/she shall be responsible for all such work performed under the building permit. (Section 110 R5.1.3.1) The undersigned `homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes,by-laws, rules and regulations. The undersigned `homeowner' certifies that he/ she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements and that he / she will comply with said procedures and requirements. HOMEOWNER"S SIGNATURE APPROVAL OF BUILDING OFFICIAL INSURANCE COVERAGE: I have a curre• ' 'ty insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. — No If you •. : _ - -a 'lease indicate the type coverage by checking the appropriate box. A liability insurance soli Other type of indemnity Bond OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 the Mass. General Laws and that my signature on this permit application waives this requirement. ,eck one: Signature of Owner O er's Agent Owner Agent h:homeownrlicexemp §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-22311 ext.-1261 F&x 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 R (ti QSJ- L►Ie5 1p� -/ (leki )TS (xl;t))2 Work Address Is to be disposed of oat the following location: Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. 47,y..29 Signature of Ap 'cation Date Permit No. `" The Commonwealth of Massachusetts 1_ l Department oflndustrialAccidents _ifiri= 1 Congress Street,Suite 100 _i ?f c7' Boston,MA 02114-2017 ~�\'\..�rt�� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/individual):( } )( (—02c4+ 1(3/jOh 5ek friCSS 1hc, Address: 19- {->/ j,-) City/State/Zip:40h hl 5, I'i F9 o42601 Phone#:JD y- 9 -9i 5 Are you an employer?Check the appropriate box: Type of project(required): I. I am a employer with S employees(full and/or part-time)." 7. VNew construction 1Q I am a sole proprietor or partnership and have no employees working for me in any capacity.[No workers'comp.insurance required.] $• ❑Remodeling • 3.0 I am a homeowner doing all work myself.[No workers'comp.insurance required.]r 9. ❑Demolition 4.0 I am a homeowner and will be hiring contractorsy property. I will to conduct all work on m 10 11:1 Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet These sub-contractors have employees and have workers'comp.insurance.i 13• Roof repairs 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.0 Other 152,§I(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. f Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:/l( ()arc) V Policy#or Self-ins.Lic.#: ,c1.1�vC, 3 95 0 8 Expiration Date: 4 VO(Z.2-2 Job Site Address:,20-1-4, IA.ii4 Area4 tugs-i-e h M City/State/Zip: Attach a copy of the workers' compensatiK 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 certify unde to pain and penalties of perjury that the information provided above is true and correct. Date: v Signature: l.]/ 1 /2.2 Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: Sears, Tim From: Sears, Tim Sent: Friday, April 22, 2022 3:26 PM To: 'roberto@starbuckcapecod.com' Subject: ,S'4 Great Western Roberto, I have another application here for 54 Great Western Rd.we will not be issuing any permits until these lots have been recorded, and street numbers are assigned to each lot separately. 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. Timothy Sears CBC) Deputy Building Commissioner Town of Yarmouth — \ ' `� ��. ti 1\ S A8-398-2231 Ext. '1.259 J mailto:tsears@yarmouth.ma.us 1 m ekeIlesal' c-)`- ear cod OF.Y' .R TOWN OF YARMOUTI I ( LW— ' WATER DEPARTMENT 0'1" '� y 99 Buck Island Road �� �� West Yarmouth, MA 0267 Telt-phone: ,508! 771-7921 1--921 Fax: 1.508, 771-7998 BUILDING PERMIT APPLICATION FOR WATER DEPARTMENT SIGN OFF ))TRANSMITTAL FORM BUILDING SITE LOCATION:,2C 3 (4)054 bre 1 (Nes )ern R( PROPOSED WORK:/t/(7)Al_ C0h54irodiOY) , o,G, 1t s9c. 40/7769 APPLICANT: +-0/- .cK cc sh-ticlinh __S jtIf c the ADDRESS: 1% Sc&ir/ 0Lh 141,7a: /1// %0L__ TELPHONE: K- 9- - 34J-532, 7 3C9 -` 40 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 Act: i.e. If lots)border any type of wetlands.streams,ponds,rivers,ocean,bogs,boys. marshland,ETC'... I Icalth Department: Determines Compliance to State and Town Regulations. i.e. requirements for Septage Disposal and other Public Health Activites Fire Department: Determines Compliance to State and Town Requirements for Personal Safety, Property Protections, i.e.Smoke Detectors, Sprinkler Systems,etc APPLICANT SIGN. tiR . DATE OFFICE USE: COMMENTS ON PERMIT APPROVAL.OR DENIAL. itt511¢'t /MA- '-tom- pi AWAY l r- 3:r72-EEt 4-4--- REVIE 'ED BY WATER DIVISION(SIGNATURE) DATE TOWN OF YAR.MOUT I 1 i t o WATER DEPARTMENT a _t"4-\ 1y 9)9l Buck Island Road F m• West Yarmouth. MA 02(.73 Tel phone: (`i(18i 771-7021 • 1:d\: (508) 771-7998 LETTER OF WATER AVAILABILITY DATE OF ISSUE: J SINGLE DWELLING 4.COMMERCIAL/INDUSTRIAL 2. DUPLEX FAMILY DWELLING S.OTHER(SPECIFY) 3. CONDOMINIUM DWELLING Reference:Massachusetts General laws Chapter 40,Section 54 Please be advices that the Town of Yarmouth public water supply is available to service address: I- 5 [4,/14 gree1-4- 14}1s-1-o-n red Map: 105 Parcel: l02 Issuance of this Letter of Availability is subject to the following provisions/restrictions: 1. The property owner agrees to comply with all federal State,and local Laws, Rules and Regulations as they pertain to the use of the public water supply. 2. The Yarmouth Water Department shall have exclusive rights as to the size,number,type and location of all water service lines,fire service or appurtenant items connected to the water distribution system. 3. The Yarmouth Water Department reserves the right to require,at the property owner's expense,the installation of water mains and appurtenant items to meet water demands requisites within any structure relevant to this Letter of Availability. 4. The Letter of Availability will expire 180 days from the date of issue I have read and understand the provisions/restrictions of this Letter of Water Availability qa6,,,h, /` ,,, , Representative of Yarmouth Department Owner's Name Owner's Signature Wat: Dept.Signature Home Energy Rating Certificate Rating Date: Projected Report Registry ID: • Ekotrope ID: q2Ren9Yv HERS® Index Score: Annual Savings Home: Your homes HERS score is a relative Lot 3 West Great Western Rd performance score.The lower the number, 2, 250 5 Yarmouth, MA 02675 the more energy efficient the home.To Builder: learn more, visit www.hersindex.com 'Relative to an average U.S.home Starbuck Your Home's Estimated Energy Use: This home meets or exceeds the Use[Mato] Annual Cost criteria of the following: Heating 48.3 $842 2018 International Energy Conservation Code Cooling 0.3 $19 2015 International Energy Conservation Code Hot Water 10.5 $174 2012 International Energy Conservation Code Lights/Appliances 18.1 $1.119 2009 International Energy Conservation Code Service Charges $0 2006 International Energy Conservation Code Generation(e.g.Solar) 0.0 $0 Total: 77.2 $2,154 HERS Index Home Feature Summary: Rating Completed by: 120/0 Home Type: Single family detached Energy Rater. Chris Mazzola 150 Model: WA RESNET ID: 8873503 Existing uo Community: WA Hornes 130 Conditioned Floor Area: 2A21 ft2 Rating Company: Home Energy Raters LLC 1t0 Number of Bedrooms: 3 180 State Rd,Suite 2U Sagamore Beach MA 02562 Reference uci Primary Heating System: Furnace•Natural Gas•95 AFUE 508433-3100 H01Ae too q0 Primary Cooling System: Air Conditioner••Electric••13 SEER Rating Provider: Energy Raters of Massachusetts so Primary Water Heating Residential Water Heater•Natural Gas•0.94 Energy 2 Woodlawn Street Amesbury,MA 01913 Factor 978-270-3911 „••*w, 60 House Tightness: 25 ACH50 ; `+ \ so iti Ventilation: 76 CFM•8 Watts , vl 40 This Home r :: ) ; Duct Leakage to Outside: 70 CFM @ 25Pa(2.89/100 ftp t^ �-++� o w 3 , - 20 Above Grade Walls: R-21 +h;..;,.' ;s�' ,o Ceiling: Attic,R-52 Zero Energy Home o Window Type U-Value 0.29,SHGC 03 Chris Mazzola,Certified Energy Rater 116 ,.„EMU Foundation Walls: WA Date:4/13/22 at 328 PM 02011119V Framed Floor. R-30 Iekotrope Ekotrope RATER-Version:3.2.3.2874 The Energy Rating Disclosure for this home is available from the Approved Rating Provider. This report does not constitute any warranty or guarantee. Building Specification Summary Property Organization Inspection Status Lot 3 West Great Western Rd Home Energy Raters LLC Results are projected Yarmouth, MA 02675 Chris Mazzola 508-833-3100 West Great Western Rd Lot 3- q2Ren9Yv Builder West Great Western Road Lot 3 Pre Starbuck Building Information Rating Conditioned Area[ft2] 2,421.00 HERS Index 55 Conditioned Volume[1N] 20,729.00 HERS index w/o PV 55 Thermal Boundary Area[ftI 7,211.20 Number Of Bedrooms 3 Housing Type Single family detached Building Shell Ceiling w/Attic I R48,CE,13",10x16,G1;U-0.021 Windows(largest)I U-Value:0.29,SHGC:0.3 Vaulted Ceiling)R37,LDF,10",10x16,G1,C;U-0.031 Window/Wall Ratio 0.11 Above Grade Walls I R21,FG,6x16,G1;U-0.057 Infiltration 2.5 ACH50 Found.Walls I None Duct Lkg to Outside 70 CFM a 25Pa(2.89/100 ft2) Framed Floors li R30,FG,10x16,G1;R-30 Total Duct Leakage 70 CFM 25Pa(Post-Construction) Slabs I None Mechanical Systems Heating Furnace•Natural Gas•95 AFUE Cooling Air Conditioner•Electric•13 SEER Water Heating Residential Water Heater•Natural Gas•0.94 Energy Factor Programmable Thermostat Yes Ventilation System 76 CFM•8 Watts Lights and Appliances Percent Interior LED 100% Clothes Dryer Fuel Electric Percent Exterior LED 100% Clothes Dryer CEF 3.4 Refrigerator(kWh/yr) 691.0 Clothes Washer LER(kWh/yr) 284.0 Dishwasher Efficiency 270 kWh Clothes Washer Capacity 4.2 Ceiling Fan None Range/Oven Fuel Electric • Ekotrope RATER-Version 3.2.3.2874 M results are based on data entered by Ekotrope users.Ekobnpe disclaims al liability for the krfommration shown on this report Ventilation You are required to meet the requirements of ASHRAE 62.2. There are three general options. Exhaust only (bath fan on timer or 24 hour low speed),Supply only(more typical in commercial fresh air brought into the return). Or Balanced (HRV or ERV) brings in the same amount of air that is exhausted but transfers and recovers energy. Budget(homes <--2.,000 sq. ft. or less,budget system) 1) Exhaust only with a fan that has controls built in (low speed 24 hour fan low speed setting, a delay that keeps it running after someone leaves the bath. (depending on actual CFM you may need or want to split the load between two fans). Examples a. https://www.broan-nutone.com/en-us/product/ventilationfans/ae50110dcl b. https://na.panasonic.com/us/home-and-building-solutions/ventilation-indoor-air- quality/ventilation-fans/whispergreenr-selecttm-fan-50-80-110-cfm 2) Exhaust only with a wall switch control a. https://www.aircycler.com/pages/smartexhaust b. https://www.broan-nutone.com/en-us/accessory/82w Best Having a balanced system allows you to filter incoming air and ensure there is adequate exchange. Broan has a nice HRV or ERV system that uses DC motors and self-balances. It is sized to be adequate for most homes HRV https://www.broan-nutone.com/en-us/product/freshairsystems/b110h65rs ERV https://www.broan-nutone.com/getmedia/b7fa97a7-b1a4-4b26-badf-aba9305000d4/Spec- Sheet-B 130 E65.pdf?ext=.pdf Video https://www.youtube.com/watch?v=zW-rtQl2esM Fantech also has a simple to install inexpensive line especially https://www.ecomfort.com/Fantech- SE704N/p31417.html?gclid=CjOKCQiA64GRBhCZARIsAHOLriKMjvpKQnildykT5asYfz3PTKETplgd7 GFGCchK-AWo1TZGMAQIrOIaAuPmEALw wcB There are lots of vendors to look at but Broan has done a nice job managing energy consumption and noise. Some systems will have fresh in and stale out of every room but the price can be significant. The final ASHRAE calculations are done when we have measured the blower door. In some situations you may need to supplement with an additional bath fan. Titt4Akt SUSTANAKE INITIATIVE A Weyerhaeuser 220 Occidental Ave.S.,Seattle,WA 98104 888-453-8358 x6131 April 12, 2022 Jeremy Krauss Falmouth Lumber 670 Main St. East Falmouth,MA 02536 Subject: Tech Call#: 131762—2nd sealed calc pack for address Lot 3 Starbuck Yarmouth, MA Attached is a Trus Joist®structural member calculation for the referenced project. The attached calculation was prepared using accepted design values for Trus Joist® products and software analysis in conformance with accepted engineering practices. With respect to design values for Trus Joist® products as well as conditions of use,and design and installation guidance, please refer to International Code Council Evaluation Reports ICC-ES ESR-1153 and ESR-1387; ICC reports can be obtained via the Internet at www.icc-es.org. The attached calculation is provided as a supplement to the work of the project designer. The product application, input design loads,dimensions and support information have been provided by Jeremy Krauss—Falmouth Lumber. I have not reviewed the project plans or field conditions. The proper authority is to review the calculation inputs and confirm they are consistent with the intent of the overall building design. If the attached calculation is not consistent with the building design, it should be rejected or returned to us to be corrected. The calculation applies only to Trus Joist® products for the referenced project. Uniformly loaded joist members verifiable through product literature span charts may not have been included in this package. Neither the undersigned engineer nor Weyerhaeuser NR Company is acting as the engineer of record for the referenced project. Weyerhaeuser warrants that the sizing of its product as set forth in the calculation will be in accordance with Weyerhaeuser product design criteria and published design values. Please call if you h, Cordially, sy JASON QS'\ OWEN Gr s 8 SHUMAKER CIVIL �' Jason O.Shum' e PfNo.53219 A Region Enginee .1:6- TFQ Digitally signed by Jason Shumaker ' /^. nn�,� �� DN:c=US,st=New Jersey,l=Marlton,o=Weyerhaeuser, VilSTE3` �� ou=Product Support Engineer,cn=Jason Shumaker, email=lason.Shumaker@Weyerhaeuser.com �1-\ Date:2022.04.1214:43:34-04'00' Signed for attached Forte®WEB Calculation dated: 4/12/2022 6:05:25 PM Al JOB SUMMARY REPORT FORTE ' w E B STARBUCK LOT 3 GREAT WESTERN FL2_Imported BM1(110276) Passed 4 pieces)1 3/4"x 11 7/8"2.0E Microllam®LVL I ForteWEB Software Operator 3ob Notes 4/12/2022 6:05:25 PM UTC JEREMY Krauss FALMOUTH LUMBER ForteWEB v3.2 (609)977"7886 Lot 3 Sterbuck JEREMYK@falmouthlumber.com Yarmouth,MA weyerhaeuser File Name:STARBUCK LOT 3 GREAT WESTERN FL2_Imported Pana 1 /7 Mil lh I-UK I LW MEMBER REPORT PASSED SECOND FLOOR,BM1(110276) 4 piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL Overall Length:25'7 13/16" + + -- H - " -'441$7,"5-1}. -4,:. "VQ1�$x . fir . P Y 412'7 1/8" 1 i 11'9 1/16" 1 0 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Remit LDP Load:combination(Pattern) System:Floor Member Reaction(lbs) 21510 @ 13'3 1/8" 26578(5.06") Passed(81%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Building Use:Residential Shear(lbs) 9321 @ 12'3/4" 15794 Passed(59%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-lbs) -26976 @ 13'3 1/8" 35696 Passed(76%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.242 @ 6'5 5/16" 0.431 Passed(I./642) -- 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0.313 @ 6'3 3/4" 0.646 Passed(L/495) -- 1.0 D+1.0 L(Alt Spans) • Deflection criteria:LL(1/360)and TL(1/240). •Mowed moment does not reflect the adjustment for the beam stability factor. • Member should be side-loaded from both sides of the member or braced to prevent rotation. Bearing Length Loads to Support*(lbs) Supports Total Available Required Dead Floor Uve Total Arles 1-Stud wall-HF5.50" 5.50" 2.79" 2187 5724/-656 7656 Blocking 2-Column-PSL 5.06" 5.06" 4.10" 6484 15026 21510 None 3 Column-PSL5.06" 5.06" 1.50" 1953 5383/-857 785 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bradng ung Intervals comment* Top Edge(Lu) 22'10"o/c Bottom Edge(Lu) 15'10"o/c •Maximum allowable bracing intervals based on applied load. Dead Rod the Vertical Loads Ovation(side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 25'713/16" N/A 24.2 -- 1-Uniform(PLF) 0 to 25'7 3/4"(Top) N/A 390.0 960.0 Imported Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Bloddrg Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support Information have been provided by Import from Javelin software ForteWEB Software Operator Job Notes 4/12/2022 6:05:25 PM UTC JEREMY Krauss Lot 3 Starbuck FALMOUTH LUMBER Yarmouth,MA A ForteWEB v3.2, Engine:V8.2.0.17,Data:V8.1.0.16 (609)977-7886 JEREMYK@falmouthlumber.com wG1f„n,so File Name:STARBUCK LOT 3 GREAT WESTERN FL2_Impolted Pana 7 /7 liet4-7eljt SUSTAINABLE INITIATIVE A Weyerhaeuser SAMOS 220 Occidental Ave.S.,Seattle,WA 98104 888-453-8358 x6131 April 12,2022 Jeremy Krauss Falmouth Lumber 670 Main St. East Falmouth,MA 02536 Subject: Tech Call#: 131751 Lot 3 Starbuck Yarmouth, MA Attached are Trus Joist®structural member calculations for the referenced project. The attached calculations were prepared using accepted design values for Trus Joist® products and software analysis in conformance with accepted engineering practices. With respect to design values for Trus Joist® products as well as conditions of use,and design and installation guidance, please refer to International Code Council Evaluation Reports ICC-ES ESR-1153 and ESR-1387; ICC reports can be obtained via the Internet at www.icc-es.org. The attached calculations are provided as a supplement to the work of the project designer. The product application, input design loads,dimensions and support information have been provided by Jeremy Krauss—Falmouth Lumber. I have not reviewed the project plans or field conditions. The proper authority is to review the calculation inputs and confirm they are consistent with the intent of the overall building design. If the attached calculations are not consistent with the building design,they should be rejected or returned to us to be corrected. The calculations apply only to Trus Joist® products for the referenced project. Uniformly loaded joist members verifiable through product literature span charts may not have been included in this package. Neither the undersigned engineer nor Weyerhaeuser NR Company is acting as the engineer of record for the referenced project. Weyerhaeuser warrants that the sizing of its products as set forth in the calculation will be in accordance with Weyerhaeuser product design criteria and published design values. Please call if you h. :t 1pp t;,ns. Cordially, o`' JASON OWEN o SHUMAKER 4 CIVIL cn Jason O.Shum. a P� 0.53219 Digitally signed by Jason Shumaker Region Enginee 'p0. 94c 411 DN:c=US,st=NewJersey,l=Marlton,o=Weyerhaeuser, 61STt • ou=Product Support Engineer,cn=Jason Shumaker, Is.N ,•. j email=Jason.5humaker@Weyerhaeuser.com �`\ Date:2022.04.1213:1503-04'00' Signed for attached Forte®WEB Member Calculations dated: 4/12/2022 12:27:19 PM JOB SUMMARY REPORT FORTE - WEB STARBUCK LOT 3 GREAT WESTERN FL 1_Imported I' —414; 'gam r:r L. ,,LJ x ' FC1:FJ4(16944) Passed 1 piece(s)1 1/2"x 9 1/2"1.5E TimberStrand®LSL @ 16"OC FC1:F38(17049) Passed 2 piece(s)1 1/2"x 9 1/2"1.5E TimberStrand®LSL @ 16"OC BM3(16614) Passed 3 piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL BM9(17179) Passed 2 piece(s)1 3/4"x 9 1/2"2.0E Microllam®LVL BM7(17243) Passed 2 piece(s)1 3/4"x 9 1/2"2.0E Microllam®LVL BM4(16805) Passed 3 pieces)1 3/4"x 11 7/8"2.0E Microllam®LVL BM1(17245) Passed 3 piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL FJ6(17046) Passed 2 piece(s)1 1/2"x 9 1/2"1.5E TimberStrand®LSL Squash Blocks Required FJ5(17047) Passed 2 piece(s)1 1/2"x 9 1/2"1.5E TimberStrand®LSL ForteWEB Software Operator 3ob Notes 4/12/2022 12:27:19 PM UTC JEREMY Krauss FALMOUTH LUMBER ForteWEB v3.2 (609)977"7886 Lot Starbuck JEREMYK@falmouthlumber.00m Yarmouth,Mn worth nuer File Name: STARBUCK LOT 3 GREAT WESTERN FL 1_Imported Pane 1 / 14 211-UK I LMa' MEMBER REPORT PASSED FIRST FLOOR, FC1: FJ4(16944) 1 piece(s)1 1/2"x 9 1/2"1.5E TimberStrand®LSL @ 16"OC Overall Length:29'10" + + 0 0 0,1,seu.,,,,.,ci4,._ ��+ _va a 4��,:i..;,,„,...,,,,4 „t,,,„,,, ,m..4„., � z 4 r „,...,.,,,,,„.„.„&„,r..4„. ..,..,. .„„t.u.,1.,,...,_.I....t.„,v,, .,:„ Jr 13'10 3/4” 1 9 14'9 7/8" 4, Q 11 ❑3 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual O Location Allowed Result LDF Load:Combing ion(Pattern) System:Floor Member Reaction(lbs) 1272 @ 14'4" 5906(5.25") Passed(22%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist Building Use: Shear(lbs) 578 @ 15'4 1/8" 4798 Passed(12%) 1.00 1.0 D+1.0 L(All Spans) IBCnti - Building Code:: 2015 Moment(Ft-lbs) -1869 @ 14'4" 4495 Passed(42%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.218 @ 22'3 13/16" 0.378 Passed(L/832) _ -- 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0.262 @ 22'5 1/4" 0.756 Passed(L/693) -- 1.0 D+1.0 L(Alt Spans) TJ-Pro""Rating 36 Any Passed -- -- • Deflection criteria:LL(L/480)and 11(1/240). •Mowed moment does not reflect the adjustment for the beam stability factor. •A 4%increase in the moment capacity has been added to account for repetitive member usage. •A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32"Panel(24"Span Rating)that is glued and nailed down. •Additional considerations for the 17-Pro""Rating include:None. Sawing Length Loads to Supports(lbs) Supports Total Available Required Dead Floor Live Total ACceseodes 1-Beam-LVL 2.63" 2.63" 1.50" 85 340/-55 425/-55 Blocking 2-Beam-LVL 5.25" 5.25" 1.50" 293 978 1271 BlockI g 3-Plate on concrete-HF 5.50" 4.25" 1.50" 98 371/-37 469/-37 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bradng Bradng Intervals Comments Top Edge(Lu) 12'8"o/c Bottom Edge(Lu) 9'4"o/c "Maximum allowable bracing Intervals based on applied load. Dead Floor Live Vertical Load Location(Side) sparing (0.90) (1.00) comments 1-Uniform(PLF) 0 to 29'10" N/A 16.0 53.3 Imported Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,bulkier or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Import from Javelin software ForteWEB Software Operator 3ob Notes 4/12/2022 12:27:19 PM UTC JEREMY Krauss Lot 3 Starbuck A FALMOUTH LUMBER Yarmouth,MA ForteWEB v3.2,Engine:V8.2.0.17,Data:V8.1.0.16 (609)977-7886 ]EREMYK@falnauthlumber.com WeyerhaeuserFile Name: STARBUCK LOT 3 GREAT WESTERN FL 1_Impo Ited Pana 7 / 14 GI I"U K I t LW MEMBER REPORT PASSED FIRST FLOOR,FC1: FJ8(17049) 2 piece(s)1 1/2"x 9 1/2"1.5E TimberStrand®LSL©16"OC Overall Length:16'8 5/8" + + 0 0 '. -sem< ^ '':244:.::,-.:,TA. ,:-"` e . . :ir. G a.az Y if15'9 7/8" 4' El o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 360 @ 4 1/2" 5164(4.25") Passed(7%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist Building Use:Residential Shear(Ibs) 500 @ 15'5 7/8" 9595 Passed(5%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-lbs) 1777 @ 10'6" 8991 Passed(20%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.152 @ 8'7 3/4" 0.400 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.222 @ 8'8 11/16" 0.799 Passed(L/864) -- 1.0 D+1.0 L(All Spans) TJ-Pro'"Rating 46 40 Passed -- -- • Deflection criteria:LL(1/480)and TL(1/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 4%increase In the moment capacity has been added to account for repetitive member usage. •A structural analysis of the deck has not been performed. •Deflection analysis is based on composite action with a single layer of 23/32'Panel(24"Span Rating)that is glued and nailed down. •Additional considerations for the TJ-Pron'Rating indude:None. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Floor live Total Rizesiodas 1-Plate on concrete-HF 5.50" 4.25" 1.50" 101 263 364 1 1/4"Rim Board 2-Beam-LVL 5.25" 5.25" 1.50" 182 353 535 Blocking •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 16'7"o/c Bottom Edge(Lu) 16'7"o/c •Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location(side) SPedn 9 (0.90) (LOO) Comments 1-Point(Ib) 12'9" N/A 71 83 Imported Load 2-Uniform(PLF) 0 to 16'6" N/A 8.0 26.7 Imported Load 3-Point(Ib) 12'9" N/A 80 93 Imported Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyertiaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Import from Javelin software ForteWEB Software Operator 3ob Notes 4/12/2022 12:27:19 PM UTC JEREMY Krauss Lot 3 Starbuck FALMOUTH LUMBER Yarmouth,MA ForteWEB v3.2,Engine:V8.2.0.17, Data:V8.1.0.16 (609)977-7886 JEREMYK@falmouthlumber.com File Name:STARBUCK LOT 3 GREAT WESTERN FL 1_Imported Pana3 / 14 2I F U K I L ''arm MEMBER REPORT PASSED FIRST FLOOR,BM3(16614) 3 piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL Overall Length:29'21/4" + I I441 4444ii1U4U1 m'; .1.i 4_,s, 'T .S . +;,, ,,!'rte „ ., a"ha"-yr .i• -0 yam^ 4+ . r: �€ ., - Ir'''e sr"e i9 3 1/4" , , 8'11 1/2" 4, 1f 8'11 1/2" E a o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual O Location Allowed Result LDF Load:Combination(Patten) System:Floor Member Reaction(Ibs) 4772 @ 2 1/2" 8505(4.00") Passed(56%) -- 1.0 D+1.0 L(Alt Spans) Member Type:Flush Beam Building Use:Residential Shear(lbs) 6781 @ 20'10 5/8" 11845 Passed(57%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2015 Moment(Ft-lbs) -14042 @ 19'6 3/4" 26772 Passed(52%) 1.00 1.0 D+1.0 L(Adj Spans) Design Methodology:ASD Live Load Defl.(In) 0.109 @ 24'5 13/16" 0.314 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0.145 @ 24'6 13/16" 0.471 Passed(L/779) -- 1.0 D+1.0 L(Alt Spans) • Deflection criteria:LL(1/360)and TL(1/240). •Mowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor the Total cries 1-Plate on concrete HF4.00" 4.00" 2.24" 1060 3712/-428 4428 Blocking 2-Column-HF 8.00" 8.00" 3.70" 4013 10085 14098 None 3-Column-HF 8.00" 8.00" 4.02" 4515 10794 15309 None 4-Column-HF4.00" 4.00" 1.50" 1583 4033/-458 5458/ Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bradng ung Intervals Comments Top Edge(Lu) 24'11"o/c Bottom Edge(Lu) 20'7"o/c •Ma:dmum allowable bradng intervals based on applied load. ForteWEB Software Operator 3ob Notes 4/12/2022 12:27:19 PM UTC JEREMY Krauss Lot 3 Starbuck FALMOUTH LUMBER Yarmouth,MA A ForteWEB v3.2,Engine:V8.2.0.17, Data:V8.1.0.16 (609)977-7886 File Name:STARBUCK LOT 3 GREAT WESTERN FL l_Imported JEREMYK@falmouthlumber.com Weyerhaeuser Pane 4/14 Dead Floor Live Verticaltoads Location(Side) 7Hbutary Width (0"90) (Loo) comments 0-Self Weight(PLF) 0 to 29'2 1/4" N/A 18.2 -- 1-Point(Ib) 12'2"(Top) N/A 533 1239 Imported Load 2-Point(Ib) 5'6"(Top) N/A 293 978 Imported Load 3-Point(Ib) 26'10"(Top) N/A 571 1341 Imported Load 4-Point(Ib) 13'4"(Top) N/A 121 403 Imported Load 5-Point(Ib) 2 3/4"(Top) N/A - 1 Imported Load 6-Point(Ib) I'S 1/4"(Top) N/A - 1 Imported Load 7-Uniform(PLF) 2 3/4"to 1'5 1/4"(Top) N/A 3.1 10.3 Imported Load 8-Point(Ib) 8'2"(Top) N/A 667 1316 Imported Load 9-Point(lb) 14'10"(Top) N/A 488 1146 Imported Load 10-Point(Ib) 18'10"(Top) N/A 543 1271 Imported Load 11-Point(Ib) 2'10"(Top) N/A 291 971 Imported Load 12-Point(Ib) 10'10"(Top) N/A 532 1255 Imported Load 13-Point(lb) 9'6"(Top) N/A 727 1349 Imported Load 14-Point(Ib) 1'6 3/4"(Top) N/A - 1 Imported Load 15-Point(Ib) 2'9 1/4"(Top) N/A - 1 Imported Load 16-Uniform(PLF) 1'6 3/4"to 2'9 1/4"(Top) N/A 3.1 103 Imported Load 17-Point(Ib) 2"(Top) N/A 258 861 Imported Load 18-Point(Ib) 25'6"(Top) N/A 571 1341 Imported Load 19-Point(Ib) 20'2"(Top) N/A 543 1271 Imported Load 20-Point(lb) 17'6"(Top) N/A 543 1271 Imported Load 21-Point(Ib) 6'10"(Top) N/A 293 978 Imported Load 22-Point(Ib) 1'6"(Top) N/A 289 964 Imported Load 23-Point(Ib) 4'2"(Top) N/A 293 978 Imported Load 24-Point(ib) 28'2"(Top) N/A 571 1341 Imported Load 25-Pant(Ib) 22'10"(Top) N/A 474 1109 Imported Load 26-Point(lb) 16'2"(Top) N/A 395 1022 Imported Load 27-Point(Ib) 23'5 1/2"(Top) N/A 137 285 Imported Load 28-Point(Ib) 24'2"(Top) N/A 466 1138 Imported Load 29-Point(Ib) 13'61/4"(Top) N/A 319 619 Imported Load 30-Point(Ib) 15'6"(Top) N/A 170 323 Imported Load 31-Point(Ib) 21'6"(Top) N/A 543 1271 Imported Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disdaims any other warranties related to the software.Use of this software is not intended to drcumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproduds/document-library. The product application,input design loads,dimensions and support information have been provided by Import from Javelin software ForteWEB Software operator Job Notes 4/12/2022 12:27:19 PM UTC JEREMY Krauss Lot Starbuck FALMOUTH LUMBER Yarmouth,Ma ForteWEB v3.2,Engine:V8.2.0.17,Data:V8.1.0.16 (609)977-7886 ]EREMYK@falnlmcuthlumber.wm Weyerhaeuser l�File Name:STARBUCK LOT 3 GREAT WESTERN FL 1_Im rted Panes / 14 .11I t V K I t WU MEMBER REPORT PASSED FIRST FLOOR,BM9(i7179) 2 piece(s)13/4"x 9 1/2"2.0E Microllam®LVL Overall Length:8' + + 0 0 . a"....a.w ;Y..i..,.Zw...v. ..,hAa _,.tvem., >...,. ,,.....g.,x z ..�.,.,�lr' 'A..,.:a afr Ykr,i I 47'3 7/8" 1' E o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Mewed Result LDF Load:combination(Pattern) System:Floor Member Reaction(Ibs) 1990 @ 4" 6024(4.25") Passed(33%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Building Use:Residential Shear(Ibs) 2020 @ 6'11 7/8" 6318 Passed(32%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 7254 @ 4'2 1/8" 11775 Passed(62%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Def.(in) 0.085 @ 4'2 1/8" 0.252 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.147 @ 4'2 1/8" 0.379 Passed(L/619) -- 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(1/360)and TL(1/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports abs) Supports Total Available Required Dead Floor Live Total Aactsiorias 1-Plate on concrete-1-IF 5.50" 4.25" 1.50" 835 1159 1994 1 1/4"Rim Board 2-Beam-LVL 2.63" 2.63" 1.50" 869 1231 2100 Blocking •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bradng Bracing Intervals Comments Top Edge(Lu) 7'11"o/c Bottom Edge(Lu) 7 11"o/c 'Maximum allowable bracing intervals based on applied load. Dead Floor live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 1 1/4"to 8' N/A 9.7 -- 1-Uniform(P11) 0 to 5 1/2"(Top) N/A 7.9 26.3 Imported Load 2-Uniform(PLF) 4'1 1/4"to 4'3"(Top) N/A 7.9 - Imported Load 3-Uniform(PLF) 4'3"to 8'(Top) N/A 7.9 - Imported Load 4-Uniform(RP) 5 1/2"to 4'1 1/4"(Top) N/A 8.8 29.2 Imported Load 5-Point(Ib) 5 1/2"(Top) N/A - 1 Imported Load 6-Uniform(PLF) 4'1 1/4"to 8'(Top) N/A 8.1 53.3 Imported Load 7-Point(Ib) 4'3"(Top) N/A 396 563 Imported Load 8-Point(Ib) 4'3"(Front) N/A 1133 1501 Imported Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support information have been provided by Import from Javelin software ForteWEB Software Operator Job Notes 4/12/2022 12:27:19 PM UTC JEREMY Krauss Lot 3 Starbuck FALMOUTH LUMBER Yarmouth,MA ForteWEB v3.2,Engine:V8.2.0.17,Data:V8.1.0.16 (609)977-7886 JEREMYK@falmouthlumber.com Weyerhaeuser File Name: STARBUCK LOT 3 GREAT WESTERN FL 1_Imported PanPA/ 14 II f V K I t Mal MEMBER REPORT PASSED FIRST FLOOR,BM7(17243) 2 piece(s)13/4"x 91/2"2.0E Microllam®LVL Overall Length:10'3" 0 0 It=,-t4tvi,-,,Y,'1,,A=1„-,...f==,,,,--.7,,,',==,,-,ti.,.= '"--,--,===,==r-74.,-,`.'.."5,=4:,,it::.:',.c,'"44:41, 1414'ifi'ri'i ',IiiitA.0.;;tr......,i i,:.:1.1i3O,''''''..'., 1:,--'''-- '-',-- 'f-,':;,'"”1-'1; ,-."3-1.--fP,',4'..c',. '-, ?.'-4... ..14-.),V-,-.'r-72.7. ',4.-,.:„. 4.''' 9'8" il' o a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Comblatlon(Pattern)[Group] System:Floor Member Reaction(lbs) 2677 @ 9'11 1/2" 3938(1.50") Passed(68%) -- 1.0 D+1.0 L(All Spans)[1] Member Type:Flush Beam Building Use:Residential Shear(lbs) 2290 @ 1'1" 6318 Passed(36%) 1.00 1.0 D+1.0 L(All Spans)[1] Building Code:IBC 2015 Moment(Ft-lbs) 6516 @ 5'2 1/8" 11775 Passed(55%) 1.00 1.0 D+1.0 L(All Spans)[1] Design Methodology:ASD Live Load Defl.(In) 0.139 @ 5'1 1/2" 0.322 Passed(L/833) -- 1.0 D+1.0 L(All Spans)[1] Total Load Deft.(in) 0.242 @ 5'17/16" 0.483 Passed(L/480) -- 1.0 D+1.0 L(All Spans)[1] • Deflection criteria:LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Me) Supports Total Available Required Dead Floor Live Total Accessories 1-Hanger on 9 1/2"LVL beam 3.50" Hanger, 1.50" 1141 1510 2651 See note 1 2-Hanger on 91/2"LVL beam 3.50" Hanger, 1.50" 1131 1546 2677 See note 1 •At hanger supports,the Total Bearing dimension Is equal to the width of the material that is supporting the hanger •1 See Connector grid below for additional information and/or requirements. Lateral Bracing Brain e Intervals Comments Top Edge(Lu) 9'8"o/c Bottom Edge(Lu) 9'8"o/c •Maximum allowable bradng intervals based on applied load. Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1-Face Mount Hanger HHUS48 3.00" N/A 22-10d 8-10d 2-Face Mount Hanger HHUS48 3.00" N/A 22-10d 8-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 3 1/2"to 9'11 1/2" N/A 9.7 — 1-Point(Ib) 2'10"(Front) N/A 32 108 Imported Load 2-Point(Ib) 6'10"(Front) N/A 27 90 Imported Load 3-Point(Ib) 8'2"(Front) N/A 22 72 Imported Load 4-Point(Ib) 9'6"(Front) N/A 24 78 Imported Load 5-Point(Ib) 7'8 3/4"(Front) N/A -21 63/-132 Imported Load 6-Uniform(PLF) 4"to 9'11"(Top) N/A 150.0 240.0 Imported Load 7-Uniform(PLF) 3 1/2"to 9'11 1/2"(Top) N/A 56.7 - Imported Load 8-Point(Ib) 1'6"(Front) N/A 33 109 Imported Load 9-Point(Ib) 5'6"(Front) N/A 32 108 Imported Load 10-Point(Ib) 4'2"(Front) N/A 32 108 Imported Load ForteWEB Software Operator Job Notes 4/12/2022 12:27:19 PM UTC JEREMY Krauss Lot 3 Starbuck FALMOUTH LUMBER Yarmouth,MA A ForteWEB v3.2, Engine:V8.2.0.17,Data:V8.1.0.16 (609)977-7686 File Name:STARBUCK LOT 3 GREAT WESTERN FL 1_Im orted JEREMYK@falmouthlumber.com Weyerhaeuser p Pane 7/ 14 Weyerhaeuser Notes .Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disdaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support information have been provided by Import from Javelin software ForteWEB Software Operator 3ob Notes 4/12/2022 12:27:19 PM UTC JEREMY Krauss Lot 3 Starbuck FALMOUTH LUMBER Yarmouth,MA ForteWEB v3.2, Engine:V8.2.0.17,Data:V8.1.0.16 (609)977-7886 ]EREMYK@falnFile Name: STARBUCK LOT 3 GREAT WESTERN FL 13mported imauthlumber.com pp�r � Pana R/ 14 'I f V K I t fila MEMBER REPORT PASSED FIRST FLOOR, BM4(16805) 3 piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL Overall Length:15'4" k'''';-':?;1,10f::110i',':::., a_::.,,.'.I.,,-------i.,:c--,,,,,T4--::::,'ii,', :k-i--;_i-,'„jsi-4-;::c:-7.,,-:,,r-4tt'a*li-- ;:---,'l',:;,,:i-,ik.,:,'!i,'-.',:.,i .--' if 7'1 5/8" 1 If T 1 5/8" 1' 1❑ 0 3l All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern)[Group] System:Floor Member Reaction(lbs) 5945 @ 7'8" 18080(4.75") Passed(33%) -- 1.0 D+1.0 L(All Spans)[1] Member Type:Flush Beam Building Use:Residential Shear(lbs) 2681 @ 8'10 1/4" 11845 Passed(23%) 1.00 1.0 D+1.0 L(All Spans)[1] Building Code:IBC 2015 Moment(Ft-lbs) -4212 @ 7'8" 26772 Passed(16%) 1.00 1.0 D+1.0 L(All Spans)[1] Design Methodology:ASD Live Load Defl.(in) 0.021 @ 11'6 13/16" 0.249 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans)[1] Total Load Defl.(in) 0.029 @ 11'7 5/16" 0.373 Passed(1./999+) -- 1.0 D+1.0 L(Alt Spans)[1] • Deflection criteria:LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length toads to Supports(lbs) Supports Total Available Required Dead Floor Live Total Accessories 1-Plate on concrete-HF4.00" 4.00" 1.50" 338 1408/-272 12�'/ Blocking 72 2-Column-HF4.75" 4.75" 1.56" 1699 4245/-185 5 5/ None 3-Plate on concrete-HF4.00" 4.00" 1.50" 554 1533/-185 2085/ Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bradng Bradng Intervals Comments Top Edge(Lu) 15'4"o/c Bottom Edge(Lu) 15'4"o/c •Mabmum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 15'4" N/A 18.2 -- 1-Point(Ib) 2'10"(Top) N/A 127 479/-55 Imported Load 2-Pant(Ib) 9'6"(Top) N/A 379 748 Imported Load 3-Point(Ib) 5'6"(Top) N/A 148 551/-55 Imported Load 4-Point(Ib) 2"(Top) N/A 98 382/-55 Imported Load 5-Point(Ib) 13'6 1/4"(Top) N/A 186 465 Imported Load 6-Point(Ib) 10'10"(Top) N/A 185 568/-55 Imported Load 7-Point(Ib) 14'10"(Top) N/A 147 453/-59 Imported Load 8-Point(Ib) 13'6"(Top) N/A 51 171 Imported Load 9-Point(Ib) 6'10"(Top) N/A 148 551/-55 Imported Load 10-Point(Ib) 1'6"(Top) N/A 136 509/-55 Imported Load 11-Point(Ib) 8'2"(Top) N/A 370 777 Imported Load 12-Point(Ib) 12'2"(Top) N/A 189 573/-52 Imported Load 13-Point(Ib) 4'2"(Top) N/A 148 551/-55 Imported Load ForteWEB Software Operator 3ob Notes 4/12/2022 12:27:19 PM UTC JEREMY Krauss Lot 3 Starbuck FALMOUTH LUMBER Yarmouth,MA A ForteWEB v3.2,Engine:V8.2.0.17, Data:V8.1.0.16 (609)977-7886 File Name:STARBUCK LOT 3 GREAT WESTERN FL 1_Imported ]EREMYK@falmouthlumber.mm WXr PD Pana Q/ 14 Weyerhaeuser Notes ,Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.conVwoodproducts/document-library. The product application,Input design bads,dimensions and support information have been provided by Import from Javelin software ForteWEB Software Operator 3ob Notes 4/12/2022 12:27:19 PM UTC JEREMY Krauss Lot 3 Starbuck FALMOUTH LUMBER Yarmouth,MA ForteWEB v3.2, Engine:V8.2.0.17,Data:V8.1.0.16 (609)977-7886 JEREMYK@falmouthlumber.com Weyerhaeuser Name:STARBUCK LOT 3 GREAT WESTERN FL 1_Im�rted lm Paa lO/ 14 GI h V K I t WM MEMBER REPORT PASSED FIRST FLOOR,BM1(17245) 3 piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL Overall Length:38'9 3/4" 1111�r44111111441aaaa 41444�� o 1. l 8'11 1/2" A, A, 9'1 1/8" 4,i 9'2 3/4" A,A, 9'4 7/8" 4, El a o ® o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Berndt LDF Load:Comb nation(Pattern)[Group] System:Floor Member Reaction(Ibs) 10468 @ 28'10 1/2" 18080(4.75") Passed(58%) -- 1.0 D+1.0 L(Adj Spans)[1] Member Type:Flush Beam Building Use:Residential Shear(Ibs) 7235 @ 8'3 5/8" 11845 _Passed(61%) 1.00 1.0 D+1.0 L(Adj Spans)[1] Building Code:IBC 2015 Moment(Ft-lbs) -13967 @ 9'7 1/2" 26772 Passed(52%) 1.00 1.0 D+1.0 L(Adj Spans)[1] Design Methodology:ASD Live Load Defl.(In) 0.103 @ 4'8 1/16" 0.314 Passed(L/999+) -- 1.0 D+1.0 L(AR Spans)[1] Total Load Defl.(in) 0.137 @ 4'7 1/16" 0.471 Passed(L/823) -- 1.0 D+1.0 L(Alt Spans)[1] • Deflection criteria:LL(L/360)and TL(1/240). •Mowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supper(lbs) Supports Total Available Required Dead Floor Live Total Accessories 1-Column-HF4.00" 4.00" 1.73" 1885 4709/-437 649347/ Blocking 2-Column-HF 8.00" 8.00" 4.12" 4764 10936 15700 None 3-Column-HF 4.75" 4.75" 2.47" 2439 6955 9394 None 4-Column-HF 4.75" 4.75" 2.75" 2865 7603 10468 None 5-Plate on concrete HF4.00" 4.00" 1.55" 769 2517/-224 32224 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bradng Bracing Intervals Comments Top Edge(Lu) 25'8"o/c Bottom Edge(Lu) 20'8"o/c *Maximum allowable bracing Intervals based on applied load. ForteWEB Software Operator Job Notes 4/12/2022 12:27:19 PM UTC JEREMY Krauss Lot 3 Starbuck FALMOUTH LUMBER Yarmouth,MA ForteWEB v3.2,Engine:V8.2.0.17,Data:V8.1.0.16 (609)977-7886 File Name: STARBUCK LOT 3 GREAT WESTERN FL 1_Imported JEREMYK@falmouthkumber.com Weyerhaeuser Pane 11 / 14 Dead floor Lire Vertical toads Location(Side) "Manny Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 38'9 3/4" N/A 18.2 — 1-Point(Ib) 14'11 3/4"(Top) N/A 410 972 Imported Load 2-Point(Ib) 25'7 3/4"(Top) N/A 125 418 Imported Load 3-Point(Ib) 33'7 3/4"(Top) N/A 246 819 Imported Load 4-Point(Ib) 10'11 3/4"(Top) N/A 569 1335 Imported Load 5-Point(Ib) 30'11 3/4"(Top) N/A 246 819 Imported Load 6-Point(Ib) 9'7 3/4"(Top) N/A 569 1335 Imported Load 7-Point(Ib) 37'7 3/4"(Top) N/A 242 806 Imported Load 8-Point(Ib) 13'7 3/4"(Top) N/A 578 1070 Imported Load 9-Point(Ib) 2'11 3/4"(Top) N/A 569 1335 Imported Load 10-Point(Ib) 37'8 1/2"(Top) N/A - 1 Imported Load 11-Uniform(PLF) 37'8 1/2"to 38'9 N/A 3.0 10.0 Imported Load 3/4"(Top) 12-Point(Ib) 38'9 1/2"(Top) N/A - - Imported Load 13-Point(Ib) 36'4 1/2"(Top) N/A - 1 Imported Load 14-Point(Ib) 37'7"(Top) N/A - 1 Imported Load 15-Uniform(PLF) 36'4 1/2"to 37'7"(Top) N/A 3.0 10.0 Imported Load 16-Point(Ib) 26'11 3/4"(Top) N/A 100 332 Imported Load 17-Point(lb) 18'11 3/4"(Top) N/A 119 397 Imported Load 18-Point(lb) 28'3 3/4"(Top) N/A 142 473 Imported Load 19-Point(Ib) 21'7 3/4"(Top) N/A 150 500 Imported Load 20-Point(Ib) 29'7 3/4"(Top) N/A 231 770 Imported Load 21-Point(lb) 26'6 1/2"(Top) N/A 113 393 Imported Load 22-Point(Ib) 4'3 3/4"(Top) N/A 569 1335 Imported Load 23-Point(lb) 24'3 3/4"(Top) N/A 150 500 Imported Load 24-Point(Ib) 20'3 3/4"(Top) N/A 151 503 Imported Load 25-Point(Ib) 28'11"(Top) N/A 1053 1483 Imported Load 26-Point(Ib) 22'11 3/4"(Top) N/A 150 500 Imported Load 27-Point(Ib) 34'11 3/4"(Top) N/A 246 819 Imported Load 28-Point(Ib) 17'7 3/4"(Top) N/A 247 823 Imported Load 29-Point(lb) 6'11 3/4"(Top) N/A 504 1209 Imported Load 30-Point(lb) 3 3/4"(Top) N/A 570 1341 Imported Load 31-Point(Ib) 12'3 3/4"(Top) N/A 561 1325 Imported Load 32-Point(Ib) 36'3 3/4"(Top) N/A 244 812 Imported Load 33-Point(Ib) 18'11 1/2"(Top) N/A 882 1253 Imported Load 34-Point(Ib) 1,7 3/4"(Top) N/A 569 1335 Imported Load 35-Pant(Ib) 8'3 3/4"(Top) N/A 569 1335 Imported Load 36-Point(Ib) 16'3 3/4"(Top) N/A 246 819 Imported Load 37-Point(Ib) 14'2 3/4"(Top) N/A 49 168/-5 Imported Load 38-Point(lb) 32'3 3/4"(Top) N/A 246 819 Imported Load 39-Point(Ib) 5'7 3/4"(Top) N/A 411 1024 Imported Load 40-Point(lb) 6'1/4"(Top) N/A 182 353 Imported Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disdaims any other warranties related to the software.Use of this software is not intended to dramvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Bloddng Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.corn/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Import from Javelin software ForteWEB Software Operator .lob Notes 4/12/2022 12:27:19 PM UTC JEREMY Krauss Lot 3 Starbuck FALMOUTH LUMBER Yarmouth,MA ForteWEB v3.2, Engine:V8.2.0.17, Data:V8.1.0.16 YK@falmouthlumber.com Weyerhaeuser PO fe6 JEREMYK@File Name: STARBUCK LOT 3 GREAT WESTERN FL 1_Im rted ]ERE Pana 17 / 14 211-UK I t UV; MEMBER REPORT PASSED FIRST FLOOR,FJ6(17046) 2 pieces)1 1/2"x 9 1/2"1.5E TimberStrand®LSL Overall Length:23'8 5/8" + + 0 0 14'6 7/8" 4 7'8" 1 a a o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual O Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 675 @ 15'3 5/8" 15750(7.00") Passed(4%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Building Use:Residential Shear(lbs) 339 @ 14'2 5/8" 9595 Passed(4%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-lbs) -916 @ 15'3 5/8" 8645 Passed(11%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.062 @ 7'2 11/16" 0.500 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Total Load Defi.(in) 0.097 @ 7'2 1/16" 0.749 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Mowed moment does not reflect the adjustment for the beam stability factor. •WARNING:The 20869 lbs load above support located at 15'3 5/8"exceeds squash block capacity. Member design has not considered this load. Special consideration is required by the Designer of Record. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Floor Live Total Accessories 1-Beam-LVL 5.25" 5.25" 1.50" 105 170/-5 275/-5 Blocking 2-Beam-LVL 7.00" 7.00" 1.50" 6507 15037 21544 Blocking,Squash Blocks 3-Plate on concrete-HF 5.50" 4.50" 1.50" 28 106/-59 134/-59 1"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •Squash Blocks are assumed to carry all loads applied directly above them,bypassing the member being designed. •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bradng Bradng Intervals Comments Top Edge(Lu) 23'8"o/c Bottom Edge(Lu) 23'8"o/c •Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location(Side) Trtbulary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 23'7 5/8" N/A 8.7 -- 1-Point(kb) 15'6"(Top) N/A 6247 14622 Imported Load 2-Uniform(PLF) 2 5/8"to 23'8"(Top) N/A 8.0 26.7 Imported Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disdaims any other warranties related to the software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Import from Javelin software ForteWEB Software Operator Job Notes 4/12/2022 12:27:19 PM UTC JEREMY Krauss Lot 3 Starbuck FALMOUTH LUMBER Yarmouth,MA ForteWEB v3.2,Engine:V8.2.0.17,Data:V8.1.0.16 (609)977-7886 JEREMYK@falmouthlumber.com 1y „r„se, File Name: STARBUCK LOT 3 GREAT WESTERN FL 1_Imported Pana 1' / 14 21 I-UK I tf�'r MEMBER REPORT PASSED • FIRST FLOOR,FJ5(17047) 2 piece(s)1 1/2"x 9 1/2"1.5E TimberStrand®LSL Overall Length:27'4 3/4" 0 0 �� d =.wrf i s_» � $_.`�nae _ .. i .._ _,.. �,�. �� �� v$a ��• � 3'4 5/8" 4 14'6 7/8" 7'8" 0 ❑3 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 19 Location Allowed Result LDF Load:Combination(Pattern)[Group] System:Floor Member Reaction(lbs) 7664 @ 18'11 3/4" 15750(7.00") Passed(49%) -- 1.0 D+1.0 L(Adj Spans)[1] Member Type:Flush Beam Building Use:Residential Shear(Its) 294 @ 4'10 7/8" 9595 Passed(3%) 1.00 1.0 D+1.0 L(Adj Spans)[1] Building Code:IBC 2015 Moment(Ft-lbs) -767 @ 3'10 3/4" 8645 Passed(9%) 1.00 1.0 D+1.0 L(Adj Spans)[1] Design Methodology:ASD Live Load Defl.(in) 0.039 @ 11'8 1/16" 0.503 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans)[1] Total Load Defl.(in) 0.060 @ 11'7 1/4" 0.754 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans)[1] • Deflection criteria:LL(L/360)and TL(1/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(lbs) \ Supports Total Available Required Dead Floor Live Total Accessories 1-Hanger on 9 1/2"LVL beam 3.50" Hanger' 1.50" -48 55/-132 55/-180 See note' 2-Beam-LVL 5.25" 5.25" 1.50" 235 394 629 Blocking 3 Beam-LVL7.00" 7.00" 3.41" 2127 5537/-673 7 / Blocking 673 4-Plate on concrete-HF 5.50" 4.25" 1.50" 39 106/-39 145/-39 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •'See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 27'o/c Bottom Edge(Lu) 27'o/c •Maximum allowable bracing intervals based on applied load. Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1-Face Mount Hanger LUS28-2 2.00" N/A 6-10dx1.5 3-10d •Refer to manufacturer notes and Instructions for proper installation and use of all connectors. Dead Floor Live Vertical Loads Location(sMe) Tributary Width (0.90) (1.00) Comment 0-Self Weight(PLF) 3 1/2"to 27'3 1/2" N/A 8.7 — 1-Point(lb) 19'21/8"(Top) N/A 1902 5176/-799 Imported Load 2-Uniform(PLF) 3 1/2"to 27'4 3/4"(Top) N/A 8.0 26.7 Imported Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disdaims any other warranties related to the software.Use of this software is not intended to drcumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproduds/document-library. The product application,input design loads,dimensions and support information have been provided by Import from Javelin software ForteWEB Software Operator Job Notes 4/12/2022 12:27:19 PM UTC JEREMY Krauss Lot 3 Starbuck FALMOUTH LUMBER Yarmouth,MA ForteWEB v3.2, Engine:V8.2.0.17, Data:V8.1.0.16 (609)977-7886 File Name:STARBUCK LOT 3 GREAT WESTERN FL 1_Imported JEREMYK@falnouthlumbeccom Weyerhaeuser Pana 14/ 14 CSBeam2020.1.02 STARBUCK3 GREATWESTERN 4-12-22 beacematigine2oirun.i 2:1Opm MataiakDso oma 1577 lofll Member Data Description: Member Type:Beam Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Buiding Code:SBC Live Load: 40 PLF Deflection Criteria: L/360 live,L/240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight 43.0 PLF Filename:Beam1 Other Loads Vs 1Hb. Other Dead (Desaiptior) Side Begin End Width Sort ' End Start End Category Additional Uniform(PSF) Top 0' 0.00" 27' 0.00" 12 6.00" 30 12 Llve - Point(LBS) Top 12' 6.00" 3308 1766 Snow 2700 2700 0/ Beatings and Reactions 'nix* Mn Gravity Gravity Location type Material Length Required Reaction uplift 1 0' 0.000" Wall Steel 3.500" N/A 9157# — 2 27' 0.000" WaN Steel 3.500" N/A 9024# — Maximum Load Case Reactions LOS rorsoft tort boa aka badi)bmaxi micros - Uwe Snow Dead 1 55121 177911 36461 2 55121 15291 35131 Design spans 26'6.750" Product: W'14 x 43(50ksi) PASSES DESIGN CHECKS Design assures continuous lateral bracing along the top chord. Design assumes continuous lateral bradng along the bottom chord. Actin!Wirth 7.995" Actual Depth 13.66" Web"thickness 0.305" 'Allowable Stress Design Actual Allowable Capacity Location Loading - Positive Moment 73.1414 172.43'M 42% 12.5' Total Load D+0.75(L+S) • Sheer 9.164 83.33l 10% 0' Total Load D+L LL Deflection 0.4146" 0.8854" L/768 13.5' Total Load 0.75(L+S) TL Deflection 0.6930" 1.3281" L/459 13.5' Total Load D+0.75(L+S) Cartrol:It Daleclon / ..ty,OFMA86, ' 02� DOMENIC% AGN , ' g DeANGELO 'A , l o STRUCTURAL cam» fr LI N0.3506ii �4' it,,,>,, . iffy,''.‘'''' / 1I Alp odrdnams an Ysdinrds dthat sapsorn press Ctootit m2018bySisson Eborg-lbO+Rpyte.ALLROHMt RVED. "PngbpYMold aarrasrr=lbw.ma)*loon 84 gNoononrida"mobsppee.dadaasktrLoads,Loam Conchs,and*one ihdanhisshot lha dsbnmot boWoad*awaiteddesbmror*aimasriss►toriamadraratos LThio*obl swns=dretMSMwoodstorhoinanut dusessoaorsabno RECEIVED L-01- 3 Gr•e a - lt).,P s-licrn ' - YCtrmoui-A APR 14 2027 1 BUILDING DEPARTMENT Tyr M1M[v11..Vm iJ SWAY02v.rrrlwrawam. Vx i ; 111161.11W110060.0 TINI.N0111.1210 s `r. IT. 14,..7- ' PIRCOMINWI i 1 I � ------1 1 ,alnolasn-1"----i • s` \J ,I I kite v'Q i, 1 i ; m,Ir,nmae 1. ..-.3. .r `'..1F'.•rY = __ j 1 unrlu'r' ri ''Sr, S•, Y�' ..i I LTJ L-r' .Y 11 s....1 ; 1O......i-1l4T. I luW1 Uiti1'-0"1 4: - - ` �)5160 ,--1.1- r J 1 II I _ 1 i , 1 I t1 I 1I 1 — 1 I 'Y_--+�---'-�---} 1- L 1 �; I '?--'�'r -------F—J loLrc i i I ; I __T r----- J, i I I BOLTS I r,I I 0 1 I d' . 1 1 _Mom kr 1•11••••••••••,110...erirray.Wxr.r,r k—}--'T— -T e.r ._._.—Tom _._ ___._20. g}_ 1 I I.r..,.r aT a 1..r..yyyllr-4 I i ...rFnl I NANO* All v,ur�a. u,u.aw I 1 ' I STARBUCK d n �Ii�,Y, , J ` I I� r.r.,w.r....+w+•n.-.w..++rr....�r.......-.. L I -, i j 1 VR3T1'NRATLOT�WEfiTflW 1 -- -1'# YARMOUTH.AN 4.- --4 FOUNDATION Plans marked by: %.......,. -- O,Y 1.. llr.r Malfy Alarm, Inc. �- 3 P.O.Box 414 .. 508-548.4630 MA lic#C-7 104 Date: 411 1 ZZ � li i a �Ilim. 4 II 17.11 .1 11111 I ! ! I ! I I ��I 1 I j j I I III ::: r7ii-- . i! 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