Loading...
HomeMy WebLinkAboutBLDR-24-14- r---------ONE & TWO FAMILY ONLY- BUILDING PERMIT ; . C E I V E D Town of Yarmouth Building Department _ 1146 Route 28, South Yarmouth,MA 02664-4492 'AU 1 0 508-398-2231 ext. 1261 Fax 508-398-0836 Q24 Massachusetts State Building Code,780 CMR o -- '1dfng Permit Application To Construct, Repair, Renovate OrDemolish •-` BUILDING DEPARTMENT sy a One-or Two-Family Dwelling La This ection For Official Use Only Building Permit Number: ls��'7-4'i Date Applied- B i di g Official rintName) S• ature Date SECTIO 1: TE NFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 2 c flf iWkfi- I� 1i•r 3o i33 1.1a Is this an accepted street?yes V no Map Number Parcel umber 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) \r) . Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: _ Outside Flood Zone? Public Private 0 Check if yes❑ Municipal 0 On site disposal system SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Name(Print) Cq,State,ZIP a gc P x-i- 5 - glog q,�i9 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building ❑ Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 AdditiorK Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify: Brief Description of Proposed Work': a S ire,f241 /4. 9..x,2-5---Woo,SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $700 CV) 1. Building Permit Fee: $ Indicate how fee is determined: f 0 Standard City/Town Application Fee 2.Electrical $ a 2 C17� 0 Total Project Cos ,(I e ?6 x multiplier x 3.Plumbing $ �5; �ti 2. Other Fees: $ C V 4 1/CO (tO,OD 1 � � 4.Mechanical (HVAC) $ /0 �v) List: 5.Mechanical (Fire $ Total All Fees:$ Suppression) �l Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ /� trap 0 Paid in Full 0 Outstanding Balance Due: I } SECTION 5: CONSTRUCTION SERVICES 5.1 Construction( �uc � Supervisor License(CSL) e7q �� to 0�-0 %�1" /�! v%v �2 License Number N127r. n Da ame of CSL Holder 3,— G List CSL Type(see below) /R. No.and Street Type Description �w/ C(��,�� � nik O�6�'7 3 U Unrestricted(Buildings up to 35,000 Cu. ft.) �'�% /V / Restricted I&2 Family Dwelling City/Town,State,ZIP lvi Masonry RC Roofing Covering • WS Window and Siding /�,,� SF Solid Fuel Burning Appliances 7�&54i g� (G'�/� 11,,J I Insulation Telephone Email address D Demolition 5.2 Registered o Improvement Contractor(HIC) 7n 2 13 HIC Registration Number Expir3 ation ate HIC Company NaLne or HIC Reg:str t e No and Street i/ 0 ,Q ty / 112/V 73 t27c 3?e Email address City/Town, State,ZIP „ r/ Telephone 7 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 0 SECTION 7a: OWNE A JTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR/ UILDING PERI T /���I,as Owner of the subject property,hereby authorize ��I�plit.) 'C to act on behalf, in all matters re ative to work authorized by this building permit application. ---74_ ___yehe27 /f,i,z) /t9/;343 Print Owner's Name(Electronic Signature) Date • SECTION 7b: OWNER1 OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of peijuiy that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print Owner's or Authorized Agent'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.Qov/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" —\ y ; . I The Commonwealth of Massachusetts (I, Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 \tir. •, 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): gi2:-,9742 6c' '- ij' Address: 3 et) -- AD City/State/Zip: e r��J'y'01&////0PA73 Phone #: i 1� 3 - V Are you an employer?Check the appropriate box: Type of project (required): I. I am a employer with employees(full and/or part-time).* 7. ❑New construction 2, am a sole proprietor or partnership and have no employees working for me in Aty`�ar, ycapacity. 8. Remodeling[No workers'comp. insurance required.] 3.�I am a homeowner doing all work myself. [No workers'comp. insurance required.]t 9 ❑ Demolition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will 1 wilding addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑ Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.C 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.t I. . Roof repairs 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.fl Other 152,§1(4),and we have no employees. [No workers'comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. T Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under 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 'der the ' s an enalti s f per'ury that the information provided above is true and correct. Signature: A ' /�//A/� Date: Phone#: v 8 77& 6/' 3 9 Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other I Contact Person: Phone#: ,-,_ TOWN OF YARMOUTH fr'= BUILDING DEPARTMENT ��S� a^. ` ' 4 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 �r HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: DATE,: JOB LOCATION: NAME STREET ADDRESS SECTION OF TOWN "HOMEOWNER" NAME HOME PHONE WORK PHONE PRESENT MAIL[NG ADDRESS CITY OR TOWN S •'11, ZIP CODE The current exemption for `Homeowner' as tended to include o ner—occu.ied dwellings of one or two units and to allow such homeowners to engage an indi idual for hire s o does not possess a license,provided that such homeowner shall act as supervisor. (S .te Buildi ,g Code Sec on 110 R5.1.3.1) Definition of Homeowner: Person(s)who owns a parcel of land on which he/she -sides or intends to reside,on which there is or is intended to be, a one or two family attached or detached structu— ..sessory to such use and/or farm structures. A person who constructs more than one home in a two-year per'%d shal of be considered a homeowner; such"homeowner"shall submit to the building official, on a form accep able to the . uilding official,that he/she shall be responsible for all such work .erfouned under the building .e- .t. (Section 1 1 R5.1.3.1) The undersigned 'homeowner' assu -s responsibility for co iliance with the State Building Code and other applicable codes, by-laws, rules and egulations. The undersigned 'homeowner' ertifies that he / she understands th, Town of Yarmouth Building Department minimum inspection proce..res and requirements and that he / sh: will comply with said procedures and requirements. HOMEOWNER"S SIGNATURE APPROVAL OF BUILDING OFFICIAL INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yes No If you have checked ves, please indicate the type coverage by checking the appropriate box. A liability insurance policy 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 of the Mass. General Laws and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner Agent I h:homeownrlicexemp 3 TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G. L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111/5 I hereby certify that the �7 debris�/ resulting from the proposed work/demolition to be conducted at ,--5-71 "Fir/62, fr Y/7'�'e-- Work Address Is to be disposed of at the following location:100Z) 4( /17143/-/---- Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. Signature of Applicant Date Permit No. • Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual, partnership, association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152. §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall • enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s), address(es)and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships (LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext. 7406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 02-23-15 Nvww.mass.gov/dia re-OrimA20n6onr7,4 a Ulf sitar i3n.t) Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE Individual before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 107723 = 08/04/2022 - 1000 Washington Street -Suite 710 BRIAN MCCAR I MY. Boston,MA 02118 D/B/A MCCARTHY BUILDERS BRIAN MCCARTHY r v�� 32 CARVER RD GG. "m(4i o W.YARMOUTH,MA 02673 U ecretary. Not valid without signature ,tom_ Commonwealth of Massachusetts Division of Professional Licensure Board of Building Re ulations and Standards • Constructio ,$ 1 &2 Family r/, CSFA-047505pires:09/11/2023 BRIAN G MCGAR 32 CARVER "" WEST YARMt )TM Q l6 • 1> SS u Commissioner (II 0, K. 8` c . ' ii. 1 i e H[tit I I1 1n I II C❑ .. if i H aminsomioa, pg i1aai ;r\ H . , , ice ,...2.4:.,s5 5 9, f ZS N a 1 1 1 y I A GS i —......--..s------D -vimmamomm. .. 1N, Iii o, , si __I ILI 1 Cr I I N r l( t car BUJ(( o= F v v A • I II I ❑ M O JJ$H q to ik a c• g a C ri z..---5 _ / W 1 1 Y i i 6 1 Oa 71 1 . 1 r . i 4-1 ji,x,x- i A r„c Eh *. , It,�m t JH G 6 _ n Z \ 1 N X. O O II' , 47 .cl, 7- .. u 1 f 1 G,.;,t, -,,. Ou Oa G T _ W f 4il vr Ay s i A m ir r , y t _ r 1 i 1 N i o, L C r r vt ___, 73 ,4, , at ° v I m n CA ir iF o_ O� r PI, j` 1oI_ "9 v —i. �y N w I _—.-',... C.h b 3 C A t A k....j E-' I °°- ,, I L. " _� N o P 3. r _ t t .-_ P 0 > r --`- N o. NI ca ice;. Is x °I (4 Vk I..z ____ 4 c 4 i, , ...,, , .......„,„ 6.: r T i I is, -1, .. At- 1 4 -2:V !, 1 '31- 'I' t'8, i iH a i 1 a a 1 I 3 c , 1 s e 7. d sr, i �� R. ' 4.4' r Nq I ci v'j N m ! 1 il 1. E T r I I g -, r o, cs. 3 O k 4 1 L F— 15 T 1 e t 1 • 1. II Ito I I 4 1 ,„i .,--Iv-1 I f � , , -. v; k, , I 1 —0 I , I 1 ni 1 ~I 4` I I :, I I I Io • �'-- - - -- --- - • v A Y TT 4- i 1 I q J � a 1 _74 0 F4 x Generated by REScheck-Web Software ro, 1 Compliance Certificate Project 25 Mayflower Ln Addition Energy Code: 2021 IECC Location: West Yarmouth, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 25 Mayflower Ln Brian McCarthy W Yarmouth, MA 02673 32 Carver Rd W Yarmouth, MA 02673 Compliance: Passes using UA trade-off Compliance: 0.0%Better Than Code Maximum UA: 109 Your UA: 109 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly °r R-Value R-Value U-Factor U-Factor UA UA Perimeter Ceiling: Cathedral Ceiling 840 42.0 0.0 0.025 0.024 21 20 Wall: Wood Frame, 16"o.c. 880 30.0 0.0 0.049 0.045 36 33 Window:Vinyl Frame 143 0.270 0.300 39 43 Floor:All-Wood joist/Truss 400 30.0 0.0 0.033 0.033 13 13 Additional Efficiency Package(s) Not applicable Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2021 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: 25 Mayflower Ln Addition Report date: 12/11/23 Data filename: Page 1 of 9 ,r„ REScheck Software Version : REScheck-Web „A. , Inspection Checklist Energy Code: 2021 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID i 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the building envelope.Thermal ['Not Observable envelope and energy compliance ❑Not Applicable path represented on construction documents. 103.1, Construction drawings and ❑Complies 1103.2, documentation demonstrate ❑Does Not 403.8 energy code compliance for [PR3)1 lighting and mechanical systems. Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR212 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 ;High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 25 Mayflower Ln Addition Report date: 12/11/23 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ElComplies [FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 Snow and ice-melting system controls ❑Complies [FO12]2 installed to shut off system when ❑Does Not pavement temperature > 50F and no precipitation. ['Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 25 Mayflower Ln Addition Report date: 12/11/23 Data filename: Page 3 of 9 • Section i Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ENot Applicable 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance EDoes Not with the NFRC test procedure or ❑Not Observable taken from the default table. ENot Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's Oboes Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built EComplies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/1.5.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures EComplies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate 52.0 cfm leakage at 75 Pa. ['Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= ❑Not Observable R-6 where < 3 inches. ❑Not Applicable 403.3.4 Ducts, air handlers and filter EComplies [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with ENot Observable International Mechanical Code or International Residential Code, as ❑Not Applicable applicable. 403.3.7 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- EComplies [FR17J2 above 105 °F or chilled fluids ['Does Not below 55°F are insulated to >_R-3. [Not Observable ENot Applicable 403.4.1 Protection of insulation on HVAC EComplies [FR24]1 piping. ❑Does Not ENot Observable ENot Applicable 402.4.6 Electrical and communication ❑Complies [FR29]3 boxes installed in the thermal ❑Does Not boundary of the envelope sealed to limit air leakage between ENot Observable conditioned and unconditioned ENot Applicable spaces. 403.5.2 Hot water pipes are insulated to R- R- EComplies [FR18]2 ?R-3. ❑Does Not [Not Observable ENot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 25 Mayflower Ln Addition Report date: 12/11/23 Data filename: Page 4 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID f ,403.6 Automatic or gravity dampers are ❑Complies I[FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts for mechanical ventilation systems. :Not Observable ❑Not Applicable 403.6.1 Ventilation systems in climate ❑Complies [FR30]2 zones 7 &8 shall utilize heat or ❑Does Not energy recovery ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 25 Mayflower Ln Addition Report date: 12/11/23 Data filename: Page 5 of 9 i Section # Insulation Inspection Plans Verified Field Verified li ? Compes Comments/Assumptions & Req.ID, Value Value p 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.7 Wood table for values. [IN1]1 ❑ ❑ Wood ❑Does Not ❑ Steel ❑ Steel ❑Not Observable Not Applicable 1402.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 1402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall Mass ([IN3]1 exterior,the exterior insulation ❑ ❑ Mass SNot Observable requirement applies(FR10). 0 Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]i manufacturer's instructions. ❑Does Not ['Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 l High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 25 Mayflower Ln Addition Report date: 12/11/23 Data filename: Page 6 of 9 Section # Final Inspection Provisions Plans Verified Feld Verified Complies? Comments/Assumptions & Req.ID ValueValue 402.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, 402.2.E El Steel ❑ Steel ENot Observable i[FIl]1 ENot Applicable 1 1303.1.1.1, Ceiling insulation installed per ❑Complies 1'303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ENot Applicable 402.2.3 Vented attics with air permeable ❑Complies [F1242 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ['Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]1 insulation >R-value of the ❑Does Not adjacent assembly. ENot Observable ENot Applicable 402.4.1.3 Blower door test @ 50 Pa. <=5.0 ACH 50 = ACH 50 = ❑Complies [E FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3.0 ach in Climate Zones 3-8. ENot Observable ENot Applicable 403.3.5 Ducts are pressure tested in cfm/100 cfm/100 ElComplies [F127]1 accordance with ft2 ft2 ❑Does Not ANEI/RESNET/ICC 380 or ASTME1554 to determine air ['Not Observable leakage with either: Rough-in ENot Applicable test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.6 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. Duct tightness ENot Observable <= 8 cfm/100 ft2 for ducts within ENot Applicable thermal envelope. For rough-in tests, verification may need to occur during Framing Inspection. 403.3.4.1 Air handler leakage designated ❑Complies [F124]1 by manufacturer at <=2%of ❑Does Not design air flow. ENot Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [F19] installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ENot Observable code specifications. ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. [Not Observable ENot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 3 Low Impact(Tier 3) Project Title: 25 Mayflower Ln Addition Report date: 12/11/23 Data filename: Page 7 of 9 Section Final Inspection Provisions Plans Verified I Field Verified Complies? Comments/Assumptions Req.ID Value Value p '403.2 Hot water boilers supplying heat EComplies l[FI26]2 through one-or two-pipe heating ❑Does Not systems have automatic outdoor setback control to lower boiler ❑Not Observable water temperature based on Not Applicable outdoor temperature, indoor temperature or water temperature sensing. 403.5.1.1 Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ENot Observable pipe. Gravity and thermos- Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems EComplies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the Not Applicable desired water temperature in the piping. 403.5.3 Drain water heat recovery units EComplies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 403.6.2 All mechanical ventilation system EComplies [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.2. ❑Not Applicable 403.6.3 Mechanical ventilation systems ❑Complies [F133]2 tested and verified to meet the ❑Does Not minimum flow rates required by Section R403.6. ❑Not Observable ❑Not Applicable 403.5.1.1. Demand recirculation water 1 systems have automatic controls ❑Complies [FI32]2 to start pump when hot water is ❑Does Not requested. ❑Not Observable ❑Not Applicable 404.1 100%of permanent fixtures have [F16]i high efficacy lamps. ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable 404.1.2 Fuel gas lighting systems have [F123]3 no continuous pilot light. ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable 1 (High Impact(Tier 1) 12 I Medium Impact(Tier 2) 13 I Low Impact(Tier 3) Project Title: 25 Mayflower Ln Addition Data filename: Report date: 12/11/23 Page 8 of 9 Section Plans Verified Field Verified Complies? Comments/Assumptions # Final Inspection ProvisionsValue Value & Req.ID 404.1.1 Exterior lighting for multifamily ❑Complies [FI35]3 buildings shall comply with ❑Does Not Section C405.4. ❑Not Observable _ ❑Not Applicable 404.2 Permanent interior lighting shall ❑Complies [F136]3 be controlled with either a EDoes Not dimmer, occupancy sensor or other control built into the ENot Observable fixture. ❑Not Applicable 404.3 Exterior lighting >= 30 watts ❑Complies [FI37]3 shall have the following controls: ❑Does Not manual on/off switch with automatic shut-off, automatic ['Not Observable shut-off in daylight hours, and ❑Not Applicable controls that override automatic shutoff that returns to automatic control within 24 hours. 401.3 Compliance certificate posted ❑Complies [F17}2 with building specifications and ❑Does Not compliance path and results. ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [F118]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 25 Mayflower Ln Addition Report date: 12/11/23 Data filename: Page 9 of 9 0 2021 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 30.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 42.00 Ductwork (unconditioned spaces): Window 0.27 Door Heating System: Cooling System: Water Heater: Name: Date: Comments f'"14:;#41014-t SUSTAI M E A Weyerhaeuser FORESTRY INITIATIVE srlmmre 220 Occidental Ave.S.,Seattle, WA 98104 888-453-8358 x6131 Jeremy Krauss December 7, 2023 Falmouth Lumber 670 Main St. East Falmouth, MA 02536 Subject: Tech Call#: 147007 25 Mayflower Lane West 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, - yyp s. Cordially, (e; JASON OWEN SHUMAKER -'`.1 Jason O. Shum p CIVIL G' $ �1o.53219 Region Enginee\Z'o O 4¢ Digitally signed by Jason Shumaker \`�; ��7/�'(�,Q��',�• F. DN:c=US,st=New Jersey,I=Marlton,o=Weyerhaeuser Co.,cn=Jason Shumaker, 0 email=Jason.Shumaker@Weyerhaeuseccom Weyerhaeuser Date:2023.12.07 05:16:42-05'00' Signed for attached Forte°WEB Member Calculations dated: 12/6/2023 5:03:05 PM elA"" FORTE JOB SUMMARY REPORT �� CAMPO MAYFLOWER LN �, .. Level Member Name Results Current Solution Comments ' BEAM 1 Passed 3 piece(s)1 3/4"x 20"2.0E Microllam®LVL BEAM 2 Passed 4 piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL BEAM 3 Passed 2 piece(s)1 3/4"x 9 1/4"2.0E Microllam®LVL BEAM 5 Passed 4 piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL BEAM 4 Passed 3 piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL ForteWEB Software Operator 3ob Notes 12/6/2023 5:03:05 PM UTC JEREMY Krauss CAMPO RESIDENCE FALMOUTH LUMBER 25 MAYFLOWER LN ForteWEB v3.6 (609)977-7886 WEST YARMOUTH JEREMYK@falmouthlumber.com Weyerhaeuser File Name:CAMPO MAYFLOWER LN Page 1/6 FORTE 1F1/EB MEMBER REPORT PASSED Level,BEAM 1 3 piece(s)1 3/4"x 20"2.0E Microllam®LVl Overall Length:28' fl a . —,.-v .ter 0 r I le 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:Roof Member Reaction(Ibs) 8619 @ 4" 12272(5.50") Passed(70%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 7311 @ 2'1 1/2" 22943 Passed(32%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Building Code:IBC 2021 Moment(Ft-Ibs) 57493 @ 14' 81355 Passed(71%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.740 @ 14' 1.367 Passed(L/443) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Total Load Defl.(in) 1.168 @ 14' 1.822 Passed(L/281) -- 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/240)and TL(L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Factored Accessories 1-Stud wall-SPF 5.50" 5.50" 3.86" 3159 5460 8619 Blocking 2-Stud wall-SPF 5.50" 5.50" 3.86" 3159 5460 8619. 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 Bracing Bracing Intervals Comments Top Edge(Lu) 6'8"o/c Bottom Edge(Lu) 28'o/c •Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 28' N/A 30.6 -- 1-Uniform(PSF) 0 to 28'(Front) 13' 15.0 30.0 Default 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 foieby 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 ForteWEB Software Operator ForteWEB Software Operator Job Notes 12/6/2023 5:03:05 PM UTC JEREMY Krauss CAMPO RESIDENCE FALMOUTH LUMBER 25 MAYFLOWER LN ForteWEB v3.6, Engine:V8.3.1.5,Data:V8.1.4.1 (609)977-7886 WEST YARMOUTH JEREMYK@falmouthlumber.com Weyerhaeuser File Name:CAMPO MAYFLOWER LN Page 2/6 !I FO R TE W E B MEMBER REPORT PASSED Level,BEAM 2 4 piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL Overall Length: 16' 0 0 7ifti . - 16' C 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual Ri Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 5994 @ 2" 10413(3.50") Passed(58%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 5034 @ 1'3 3/8" 15794 Passed(32%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Building Code:IBC 2021 Moment(Ft-Ibs) 22987 @ 8' 35696 Passed(64%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Deft.(in) 0.398 @ 8' 0.392 Passed(L/473) — 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.552 @ 8' 0.783 Passed(L/341) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Allowed 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 Supports(tbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1-Stud wall-SPF 3.50" 3.50" 2.01" 1674 4320 368 5994 Blocking 2-Stud wall-SPF 3.50" 3.50" 2.01" 1674 4320 368 5994 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 Bracing Bracing Intervals Comments Top Edge(Lu) 16'o/c Bottom Edge(Lu) 16'o/c •Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location(side) Tributary Width (0.90) (1.00) (1.15) Comments 0-Self Weight(PIS) 0 to 16' N/A 24.2 -- -- 1-Uniform(PSF) 0 to 16'(Front) 7' 12.0 40.0 - 2-Uniform(PLF) 0 to 16'(Front) N/A 101.0 260.0 46.0 Linked from:Floor: Joist,Support 1 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 1CC-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 ForteWEB Software Operator ForteWEB Software Operator lob Notes 12/6/2023 5:03:05 PM UTC JEREMY Krauss CAMPO RESIDENCE FALMOUTH LUMBER 25 MAYFLOWER LN ForteWEB v3.6,Engine:V8.3.1.5,Data:V8.1.4.1 (609)977-7886 WEST YARMOUTH JEREMYK@falmouthlumber.com Wrvcrh.reuser File Name:CAMPO MAYFLOWER LN Page 3/6 FORTE W E B" MEMBER REPORT PASSED Level,BEAM 3 2 piece(s)1 3/4"x 9 1/4"2.0E Microllam®LVL Overall Length:3'6" 0+ Mom. - 3' 4' 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 Result LDF Load:Combination(Pattern) System:Wall Member Reaction(lbs) 6336 @ 1 1/2" 7613(3.00") Passed(83%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Building Use:Residential Shear(Ibs) 6144 @ 1'1/4" 7074 Passed(87%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2021 Moment(Ft-lbs) 5533 @ 1' 12884 Passed(43%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.021 @ 1' 0.108 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Total Load Defl.(in) 0.034 @ 1' 0.162 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/360)and TL(U240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1-Trimmer-SPF 3.00" 3.00" 2.50" 2346 70 3990 6336 None 2-Trimmer-SPF 3.00" 3.00" 1.50" 888 70 1470 2358 None Lateral Bracing Bracing Intervals comments Top Edge(Lu) 3'6"o/c Bottom Edge(Lu) 3'6"o/c •Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90) (1.00) (1.15) Comments 0-Self Weight(PLF) 0 to 3'6" N/A 9.4 -- -- 1-Uniform(PSF) 0 to 3'6" 1' 12.0 40.0 - Default Load 2-Point(lb) 1' N/A 3159 5460 Linked from:BEAM 1,Support 1 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/woodproducis/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator lob Notes 12/6/2023 5:03:05 PM UTC JEREMY Krauss CAMPO RESIDENCE FALMOUTH LUMBER 25 MAYFLOWER LN ForteWEB v3.6,Engine:V8.3.1.5,Data:V8.1.4.1 (609)977-7886 WEST YARMOUTH JEREMYK@falmouthlumber.com Weyerhaeuser File Name:CAMPO MAYFLOWER LN Page 4/6 IFORTEWEB MEMBER REPORT PASSED . Level,BEAM 5 4 piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL Overall Length:16' Fz.l E X -ex� 3 0 11 , 7 16' 4. 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 Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 5602©2" 10413(3.50") Passed(54%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 4705 @ 1'3 3/8" 15794 Passed(30%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Building Code:IBC 2021 Moment(Ft-lbs) 21484 @ 8' 35482 Passed(61%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.383 @ 8' 0.392 Passed(L/491) — 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.516©8' 0.783 Passed(L/365) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(U240). •A 0.6%decrease in the moment capacity has been added to account for lateral stability. •Member should be side-loaded from both sides of the member or braced to prevent rotation. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Factored Accessories 1-Stud wall-SPF 3.50" 3.50" 1.88" 1442 4160 5602 Blocking 2-Stud wall-SPF 3.50" 3.50" 1.88" 1442 4160 5602 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 Bracing Bracing Intervals Comments Top Edge(Lu) 1'4"o/c Bottom Edge(Lu) 1'4"o/c Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 16' N/A 24.2 1-Uniform(PSF) 0 to 16'(Front) 13' 12.0 40.0 Default 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.c-om/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator )ob Notes 12/6/2023 5:03:05 PM UTC JEREMY Krauss CAMPO RESIDENCE FALMOUTH LUMBER 25 MAYFLOWER LN ForteWEB v3.6,Engine:V8.3.1.5,Data:V8.1.4.1 (609)977-7886 WEST YARMOUTH JEREMYK@falmouthlumber.com Weyerhaeuser File Name:CAMPO MAYFLOWER LN Page 5/6 IFORTEWER MEMBER REPORT PASSED • ' . Level,BEAM 4 T 3 piec (s)1 3/4"x 11 7/8"2.0E Microllam®LVL Overall Length: 13' 0 0 I lr 12'6' El 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual a Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(lbs) 10050 @ 12'10 1/2" 11419(3.00") Passed(88%) 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(lbs) 9879 @ 11'9 1/8" 13622 Passed(73%) 1.15 1.0 D+0.75 L+0.75 S(Alf Spans) Building Use:Residential Building Code:IBC 2021 Moment(Ft-lbs) 28272 @ 10' 30788 Passed(92%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.257 @ 7'3 1/16" 0.425 Passed(L/595) — 1.0 D+0.75 L+0.75 S(All Spans) Total Load Defl.(in) 0.481 @ 7'1 15/16" 0.637 Passed(L/318) -- 1.0 D+0.75 L+0.75 S(All Spans) •Deflection criteria:Li(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1-Trimmer-SPF 3.00" 3.00" 1.50" 1936 938 1231 3563 None 2-Trimmer-SPF 3.00" 3.00" 2.64" 4462 3222 4229 10050 None Lateral Bracing Bracing Intervals Comte Top Edge(Lu) 6'2"o/c Bottom Edge(Lu) 13'o/c •Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90) (1.00) (1.15) Comments 0-Self Weight(PLF) 0 to 13' N/A 18.2 -- -- 1-Uniform(PLF) 0 to 13' N/A 120.0 - - 2-Point(lb) 10' N/A 3159 - 5460 Linked from:BEAM 1,Support 2 3-Point(lb) 10' N/A 1442 4160 - Linked from:BEAM 5,Support 1 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 ForteWEB Software Operator ForteWEB Software Operator Job Notes 12/6/2023 5:03:05 PM UTC JEREMY Krauss CAMPO RESIDENCE FALMOUTH LUMBER 25 MAYFLOWER LN ForteWEB v3.6,Engine:V8.3.1.5,Data:V8.1.4.1 (609)977-7886 WEST YARMOUTH JEREMYK@faimouthlumber.com Weyerhaeuser File Name:CAMPO MAYFLOWER LN Page 6/6