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HomeMy WebLinkAboutBLDR-23-12811 ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department 4''"y 1146 Route 28, South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 Massachusetts State Building Code,780 CMR `'` Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: (`) .6K-2 i. .J 7 i t Date Applied: Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers J4 �s ,e-x IA?cuj ya rYYLO 1,u4-h-k,Po r-t- 13.- LI 5 1.1 a Is this an accepted street?yes ,7 no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: �I ts-V1, fi - yU )2._ ,; J)44 ii aaa1i. 62 cecw t ,,O z Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard 1L-\D Required Provided Required Provided Required Provided 30' yf' 020 ' &orYOtLS3, AD/ 23 , 1.6 Water upply: (lvt.G.L c.40,I54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public Private 0 Zone: — Outside Flooyes ' ? Municipal 0 On site disposal system Check if yes SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: It cif .n Mark 'yi?m v2 rwlou- Po(-E Vr► 0 Name(Print) Cittt uState,ZIP )9 k-5 r ',Oat) �8— 34r4_514 k i&leoo 8 &.0 (4,,, 0. nzk No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 1 Repairs(s) 0 Alteration(s) V Addition_ 0/11 Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify:_ K jai ;,, t- V . Li Brief Description of Proposed Work2: xl GCd(jit 7, t et tu,L/a..7'o--r t ki-lc ,:irt 6.111 010,5 4_i,r X-�C-ri > JUL 0 7 2023 ,-,/v' "�FAR TM r. ' SECTION 4:ESTIMATED CONSTRUCTION COSTS. nti _ _ __ __s.. �� Item Estimated Costs: Official Use Only (Labor and Materials) _ 1.Building $ A n 3 K 1. Building Permit Fee:$ Indicate how fee is determined: 0 Standard City/Town Application Fee 2.Electrical $ i j K ❑Total ProjectCost It ( M)x multiplier x 3.Plumbing $ O IC 2. Other Fees: $ 0ei 4.Mechanical (HVAC) $ i a k List: 5.Mechanical (Fire • Suppression) Total All Fees:$ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ A50,000 . 0 Paid in Full ❑Outstanding Balance Due: 11 Ct,✓j .— SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) /ti'ai7 Ai 6 ie tf! 10 License e Number Expiration Date Name of CSL Holder List CSL Type(see below) tt 1/0 NIInt2(71ux f Wa l30x //q No.and Street Type Description o� `) Ptt f.e /9 © Unrestricted(Buildings up to 35,000 cu.ft) riYlR Restricted '&2 Family Dwelling ity/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding f, - jj_ SF Solid Fuel Burning Appliances 3! I l?59 hri h /tZZ, , ('&m I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) HIC Company Name or HIC Registrant�•Iame HIC Registration Number Expiration Date qte/lfNIPtzt Ye* Way/ / a(i/9 jr ba5 f L , oh-1 No.and Street Email address /Q fly)o p®ifs 17)4 s),.. (3407^r 73-y City/Town,State,ZIP a9,(o7 5" 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 the building permit. Signed Affidavit Attached? Yes No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize 3r10-1'i 05Le r" to act on my behalf,in all m ers relative to work authorized by this building permit application. Print Owner's Name(Electronic Sigture) Date SECTION 7b: OWNER; OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. eri 13a..5 fir" 7-6-a3 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.aov/oca Information on the Construction Supervisor License can be found at www.mass.siov/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" "'\ , The Commonwealth of Massachusetts Department ofIndustrial Accidents ' EN 1 Congress Street, Suite 100 Boston,MA 02114-2017 .•�''r 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): 6 I et-i) ' a5 ter— Address: /. 2- /30xtPd&I 5— t l 9 City/State/Zip: ,a_4-rnoth Pow 49' Phone#: 506-3eQ7 - l 7 Are you an employer?Cheek the appropriate box: Type of project (required): I.E I am a employer with employees(full and/or part-time).* 7. ew construction 2.�I am a sole proprietor or partnership and have no employees working for me in 8. "Remodeling any capacity.(No workers'comp. insurance required.] 3.0 I am a homeowner doing all work myself (No workers'comp.insurance required.]t 9 ❑ tnoliti0n 4.0 I am a homeowner and will be hiring contractors to conduct all work on m YRroPrh' e . I will 1 d Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.0 ElectricaI repairs or additions proprietors with no employees. 12.E Plumbing repairs or additions it 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 13.0 Roof repairs 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.0 Other 152,*l(4),and we have no employees. [No workers'comp.insurance required.] 'Any applicant that checks box Al 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. .1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 1 ,'Ln1 Fantr:6 �— Policy#or Self-ins.Lic.#: 0 0/ 4, a V Expiration Date: al- - 9 -a 0- Job Site Address: /9 ,E55e toot-e/ Cf yKptt f f c2 City/State/Zip:` n 0A4075 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under IvIGL 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. 1 do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. , Signature:lO Date: /'-'(p 3 Phone#: ,SOX'-367- /75'7 Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# • Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: o TOWN OF YARMOUTH °�° BUILDING DEPARTMENT �" s xa 1146 Route 28, South Yarmouth,MA 02664 508-398-2231 ext. 1261 MATTACit S[y',� HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: DATE: q JOB LOCATION: t I 5 e,n4 // ct1 Liar)01 Ot, T Pct h NAME ST.I ET AD RESS SECTION OF TOWN "HOMEOWNER" Gh_417) 4. il')a - Y (,- -r) rzi 4>o 8 - 3 9- 9'.5 y NAME HOME PHONE WORK PHONE PRESENT MAILING ADDRESS / q S 'x (:Oa . / do n t.t(i) pet /72 3 47 7 . 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 I she will comply with said procedures and requirements. "S HOME WNER SIGNATURE 4f7ti eirt491S y iy O A 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 yes,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. - Oli Check one: --.,, Signature of Owner or Owner's Agent Owner 'Agent h:horneownrlicexemp §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-223!1 ext. 1261 Fax 508-398-0836 Office of the Building Commissioner • BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Ch. 40, §54 and 780 CMR- Section 105.3.1. #4. I hereby certify that the debris resulting from the proposed work/demolition to be conducted at ) J e %-ex (k CAL G�/I.f71D(, i% t 11 Work Address � y Is to be disposed of oat the following location:19w n c>/ (IQnyvt e`(-/) 3pC ii av c - Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. Signature of Application Date Permit No. Commonwealth of Massachusetts 1 ‘Iiit Division of Occupational Licensure Board of Building Regulations and Standards t Constlonr Srvisor ,r CS-109619 -.-,' `d spires: 09/21/2023 BRIAN BASL.fR I , �, p P' P.O. BOX 119, z YARMOUTH ORT MA 02675 ;,.._ Commissioner oud f. 'tl(mcita. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washingtao Street - Suite 710 Boston, Massachusetts 02118 Home Improvement tractorFegistration Type: Individual BRIAN BASLER Registration: 185068 P.O.BOX 119 Expiration: 04/18/2024 YARMOUTHPORT, MA 02675 \r.\ 'R-- - _ '� ti �1 Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE:Individual Office of Consumer Affairs and Business Regulation Registration ` Expiration 1000 Washington Street -Suite 710 185068 * 04/18/2024 Boston,MA 02118 BRIAN BASLER fa 4 t BRIAN BASLER 46 MINNETUXET WAY �r(�"'`°(GL.��G(o�°G` 9 V� �.-' YARMOUTHPORT,MA 02675 Undersecretary Not valid without signature ACC-PRE) CERTIFICATE OF LIABILITY INSURANCE DATEIMMJ2aDkrie 2 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Donna Ostrowski Mark Sylvia Insurance Agency,LLC PHONE c„r). (508)957-2125 tom.rw1: (508)957-2781 404 Main Street Ammon; markegmarksylviainsurance.Com INSURER(SI AFFORDING COVERAGE NAIC$ Centerville MA 02632 INSURER A: Farm Family Casualty Insurance INSURED INSURER B: Brian Basler LLC INSURER C: PO Box 119 INSURER D: INSURER E: Yarmouthport MA 02675-0119 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MSR ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE Np g vim POLICY NUMBER IMMIDDIYYYY1 (MM/DD/YYYY1 X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE n OCCUR PREMISES Ea occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 A 2001X0413 1/19/2023 1/19/2024 PERSONAL&ADV INJURY $ 1,000,000 GEEN'L.AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY 12.12- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ee*widen) ANY AUTO BODILY INJURY(Per person) $ I OWNED — SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY _ HIRED NON-OWNED PROPERTY DAMAGE $ — AUTOS ONLY _ AUTOS ONLY (Per accident) $ UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ {EXC LA I I CLAIMS-MADE AGGREGATE $ I DED _ RETENTIONS $ iii WORKERS COMPENSATION AND EMPLOYERS'LIABILITY SSTTAATUTE ERR A A ANY OFFICER/MEMBER EXCLUDED?ECUTIVE YYN N/A 2QQ1 W6424 2/09/2023 2/09/2024 E.L.EACH ACCIDENT $ 500,000 �� (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 !!! If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS(LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more spec*I.required) Carpentry Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED (N Town of Yarmouth ACCORDANCE WITH THE POLICY PROVISIONS. 1146 Route 28 AUTHORIZED REPRESENTATIVE I 1 South Yarmouth MA 02664 i Fax: Email: 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2018/03) The ACORD name and logo are registered marks of ACORD TOWN OF YARMOUTH 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 Telephone(508) 398-2231 Ext. 1292—Fax(508)398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE APPLICATION FOR CERTIFICATE OF APPROPRIATENESS Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as amended, for proposed work as described below&on plans; drawings, photographs, &other supplemental info accompanying this application. PLEASE SUBMIT 4 copies OF SPEC SHEET(S), ELEVATIONS, PHOTOS,&SUPPLENTAL INFORMATION. Check All Categories That Apply: Indicate type of Building: Commercial V Residential 1) Exterior Building Construction: New Building Vit Addition Alterations Reroof Garage Shed Solar Panels Other: 2) Exterior Painting: ✓ Siding Shutters it/ Doors V Trim I Other: 3) Signs/Billboards: New Sign Change to Existing Sign 4) Miscellaneous Structures: Fence Wall Flagpole Pool Other: Please type or print legibly: ,) Address of proposed work: l Ct `SS K Lielt-LA cia, +"110 ri ( �Gl�` /14 �y. G 13 Map/Lot# Owner(s): N` wlL.4- ka rY d1 (-9 b E 0:" Phone#. 1i1: '`j i.��r6-5( All applications must be submitted by owner or adcompanied by letter from owner approving submittal of application. �^ i7 Mailing address: f Gt L,_`3• L �� r ki�n�w1��1 e ek-t4- 11( ( (- ?c Year built: )` ie" ,/ Email: 41-1(On k,/-1-16) (_' ('.nfli C.a<t �1lL'.1 Preferred notification method: Phone Y Email Agent/contractor: 1 1 ,I'' /n" t JA 5 L-^-M.. Phone#: S6S — 1 7 11S7 Mailing Address:! 13A Tl 0�--- • CO AA Email: Lii(0 MIN (ittfU1-l1j WAY )(Preferred notification method: Phone Email Description of Proposed Work: ROD f,i G I o Tµk_ ppne,t( of (-c3uS6" /uD To T-11-R Lk) oiLs( 5 (D� A '`')( 5 o 5 5 FT-- Signed(Owner or agent): a' Date: 000613 ➢ Owner/contractor/agent is aware that a permit is requi d from the Building Department.(Check other departments,also.) ➢ If application is approved, approval is subject to a 10-day appeal period required by the Act. ➢ This certificate is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later. ➢ All new construction will be subject to' "pection by OKH.OKH-approved plans MUST be available on-site for framing&final inspections. For Committee use only: `'/ Pp Approved Approved with Modifications Denied � Rcvd Date: J►��/✓�3 Reason for Denial: Amount 44 IV Cash/CK#: re. � Signed: G, 011c—Ca Rcvd by: t, 45 Days: ` 6;0 Date Signed: /all a� 1 APPLICATION#: r-3 AC �I 1 TOWN OF YARMOUTH HEALTH DEPARTMENT W r 1 PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location: /Q f-,S5,e C Wa.e./ 4 r71Ol 1): ,", l�cV 7 3- -Proposed Improvement: d d Zti 1 a&dl ,/21/V / kiiickot cltt(' l/ ?1 E(4 1mi Applicant: e;,,`Cc 1T, o.&%/ Tel. No.:S08 -3 Co7- /75? Address: F. 0 . /36 x. // 9 V6fY)C1A /L 1 Date Filed: **If you would like e-mail notification of sign off,please provide e-mail address: Owner Name: /22l{/1--/2 /tul-eyU 94-e-7(46-€41_, Owner Address: /7 f'SS-fJ9C Way Owner Tel. No.: SO - 3`f/- 75�7 pearl vusf P o&76 RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please su • ree ( ) copies of plans, to include: (1.) Site owing existing buildings, water line location, .\- _ an septic system location; (2.) oor plan beling ALL rooms within building Co� ` a exis ng and proposed) — (, D Note: Floor plans not required for decks, sheds, windows, roofing; 0 (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: DATE: PLEASE NOTE COMMENTS/CONDITIONS: ONE or TWO FAMILY— BULDING PERMIT APPLICATION REGULATORY APPROVALS NOTICE Address of Proposed Work: ) 6/ UJcH me)L. R, (4- Scope of Proposed Work: Add C G G `; �t '17,5 c 5I oujv )--1t. Date: Based on the scope of work described above,the applicant is required to obtain approval sign- offs from the following departments as checked-of below: Health Dept. —508-398-2231 ext. 1241 Conservation —508-398-2231 ext. 1288 Water Dept. —99 Buck Island Road, 508-771-7921 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 cknowl gement: Applicant's Signature Date Rev.Jan. 2019 6 , itviorowz.4 Ain.f.i,a.-.) I'? gs 5 e"g v‘lts ki ) VilitiviouThi c4 R,--r-,kik I A ,/f: Gy!fje :f: riir).9.,f: Coiist..-Eicth;s.7 .f.:: .F.Lt.i: vilii7e:A ret;s:.j:e-k,::,•;1- ii'!.:7::ZrE,-,,,, Massachusetts Checklist for Compliance 78C' --y- --- - - , „.. iii:"..,,,.4. .., 1 u • , i IZI Check 5- •Ibl,ftt compliance 1.1 SCOPE Wind Speed(3-sec. gust) 110 mph Wind Exposure Category B 1.2 APPLICABILITY I, Number of Stories (Fig 2) T. S ' stories s 2 stories ______ Roof Pitch (Fig 2) !,1:',./2-:;12-.5 12:12 _ Mean Roof Height (Fig 2) i.,_,3.4 ft <33' ,,i Building VVidth,W So (Fig 3) -./(p17 ft <80' Building Length, L (Fig 3) , ..-/.24,4"ft <80' Building Aspect Ratio(L/W) i*i 2- (Fig 4) /.1.(t IS 3:1 Nominal Height of Tallest Opening2 ,(Fig 4) k-i5 5 6'8" • 1.3 FRAMING CONNECTIONS General'compliance with framing connections (Table 2) 2.1 FOUNDATION Foundation Wails meeting requirements of 780 CMR 5404,1 Concrete Concrete Masonry _ 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8" Proprietary,Vanical Anchors as an alternative in concrete only,i . Bolt Spacing-general (Table 4) ‘.0. in. — Bolt Spacing from end/joint of plate (Fig 5) isq2- in s "-12" — Bolt Embedment-concrete (Fig 5) 1 in. a 7" Bolt Embedment-masonry (Fig 5) - in. a 15" — Plate Washer (Fig 5) >3"x 3"x'Vs" 3.1 FLOORS Floor frothing member spans checked (per 780 CMR Chapter 55) Maximum Floor Opening Dimension (Fig 6) 442.-ft s 12'or L./2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6) Maximum Floor Joist Setbacks Supporting Loadbearing Wails or Shearwall (Fig 7) • ft 5 d _ Maximum Cantilevered Floor Joists , Supporting Loadbearing Walls or Shearwall (Fig 8) ' ---,ft 5 d Floor Bracing at Endwalls (Fig 9) _ Floor Sheathing Type (per 780 CMR Chapter 55) • Floor Sheathing Thickness (per 780 CMR Chapter 55) in. Floor Sheathing Fastening (Table 2)..Lci nails at 4, in edge/ Iv in field — 4.1 WALLS Wall Height . Loadbearing walls '(Fig 10 and Table 5) 14C__ft 5 10' — Non-Loadbearing walls.. ...,. .,... (Fig 10 and Table 5) 4" 1"ft 5 20' Wall Stud Spacing (Fig 10 and Table 5) .442in.s 24" o.c. Wall Story Offsets (Figs 7&8) - ft .5 d 4.2 EXTERIOR WALLS3 Wood Studs I Loadbearing walls ......„1.- .1(Table 5) 2x4-11--11(2ft - in. Non-Loadbearing walls (Table 5) 2x .4-18" ft_s_in. _ Gable End Wall Bracing Full Height Endwall Studs (Fig 10) WSP Attic Floor Length .4. ,A ,..1 (Fig 11) M ft aW/3 _ Gypsum Ceiling Length(if WSP not used).4,4-ict..... (Fig 11) - ft?.0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)... - _ —WO C5 r"tete, .-7- -,,4 oF 94s. -e :.',c--.0-. --.c- -a.,s, ,;:: ,. .,. IC / ?-:'' 2.3 - 1,515' e,e MICHELE t, ,,, ,,) t CUDILO T±, , if it STRUCTURAL &4, / 61ife i/ No '34774 r . vss'ioNALs-. ^� c�' - C - - �i "or r- `'Loadbearing Wall Connections Lateral (no.of endnailed 16d common nails) i(Table 7) Non-Loadbearing Wall Connections Lateral (no, of endnailed 16d common naiis) (Table 8) Lead Bearing Wall Openings(record largest opening$)ut check all openings for compliance to Table 9) Header Spans (Table 9) ft in. :5 11' Sill Plate Spans (Table 9) ft in. :5 11' Full Height Studs (no. of studs) (Table 9) Non-Load Bearing Wall Openings(record largest opening but check all openings for pliance to Table 9) Header Spans...... Crable0 ft—in. :512' Sill Plate Spans - (Table 9) ft__in.s12" Full - (no. - studs)- (Table 9) and �ho�rSim , - --- Exterior— —1 Sheathing— o ' ' /L � K8in�mm Building Dimension,VV-1� ' 2 Nominal nHeigNcdTollestOpenn Sheathing Type (note4) 10 ___ Edge Nail Spacing (Table 1Dor note 4ifless) in. Field Nail Spacing (Table 10) 12- Shear Connection of 1 i 00 . /.___ Full-Height Sheathing O) ' 5&Additional Sheathing for Wall with Opening>6'O^(Design Concepts) Maximum Building Dimension,L , N~�4 ` �� 1�/ Nominal H�ghtofTe8e�{� inyz -~ 8` Sheathing Type (note 4) Edge Nail Spacing (Table 11 nr note 4 if less) in. Field Nail Spacing (Table 11) tk4 Shear C ��� ( of i�>(Tau|e11) r�_ /�T pen�mt—' ' —� ` ��b� 11) �P ��� Full-Height- --- `5%Additional Sheathing for Wall with Opening p6'O^(Design Concmpto Z. Wall Cladding Rated for Wind Speed? 5.1 ROOFS Roof framing member spans checked? �(For Rafters use AVVC Span Too|. oeeBBRSVVeboite) Roof Overhang �(Figure .......4g�~ft:5 smaller of2' orU3 Truss or Rafter Connections otLoodbenhngWalls Proprietary Connectors ����'�' Uplift IL" - �(Table 12) U Lateral �---=~ �(Tob|e 12) L Shear (Toble12) 8=- ^ / Ridge Strap Connections, a=r�� Gable .`=." `~..~..~ (Figure` -, ,~~~^ Truss o,Rafter Connections sd vvoum Proprietary' ConnectorsUpld� �|�` �b� 14-) / U= Um Lateral oxo.of18dcommon nails)' (Table 14) L - lb, Roof Sheathing Type -- RoofSheathing Thickness ^--~�' ' &,�- . 9^w »' = ''' Ro of ' Notes: 1 T| ischecklist mu��be met inhoanbre�. exduding the upec�cexcephonn�adin2.ho comply wb �with � quire�enof 7'OCyNRS301.2,1.1 Item I- If the checklist is met in its entirety then the following metal straps and hold downs are not required per the VVFCK8110 mph Guide: a Steel Straps per Figure 5 b 30 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 u All Straps per Figure 17 e Corner Stud Hold Downs per Figure 18a 2 Exception: Opening heights ofupoo8ft. mhm|| be permitted when 596 is added mthe percent full-height sheathing requirements shown i»Tables 1O and 11. 3. The bottom sill p|m\a in exterior walls shall bea minimum 2 in. nominal thickness. pressure treated#2-g'ad« ���- (�{- OF Af48 � ~.' . � MICHELE CUDILO No .34774 NAL . -4 oF 4 ,_ • _,..„ (..\ . • ��. « i I `� 8� wttLti W5P �&0.c. e i. i I e wire ttBwit tti i i i41141 01kTE mils • ' Mote ,TY?. IAtMkbeyR,Tip. i I }i / 14.4artimii 34'11 )11 I( 1 x ii UDGt. N Wt�►P e _. _ 1 • r ENT 0 IL DI 0 6 I. . RAZ& W. At) 3t1Z. MT WI T NOTES: _ _____ . ____ _ _ , _.. _ Wood Structtaal panels siuli be minimum thickness of 71 16"sad be installed as follows: i. Panels shall be iatstatkd with strength axes peralkl to sands. ' ii. All ha/iapnael joints.shall odor tries and be nailed to truing Lit. On single story construetiork pools shall be attached to bosom pions sod top aoaaabcrpf the double ivy. Oa two sooty totgrucian.tapper panels shall be attachsd to the top samba of the upper double top plate and to bead joist at Wood panel.Upper attachtmot of lower panel sled be made to baud joist and lower auaebmeiu mode so,lOwest Plata floor framing ' nail. Horixoelsi g at doable* pines,bawd joists.mad gathers'Shall be a double row of lid staggered at 3 inches ea center per figures below:Vertical and Hariaaotat Halis�for Panel AaiChn ;tat 4 rJsT t r - e'F Zi7-14Attite;:t5. f i, 4- iIii".. - H ......* - i-. t- • 1- • • ___. ___. ..:.. . H ' fl 1 41 3,0 t i ! , ` � 1 2 19 .11 a , .i i. r !ell ' ti 1 1 I a H ri d)1 i- .1 1rz- ,...., P ' ' � < J Zit 1w i * : t I. 41 Li.il it � 45 s 11at 1 I ,� � h •i • I 1 I -41 41 Li i .1 i4 ri ! ! 1 1 1 ...w, •�, . , i : i 1 i 1 4 . , . . , ,, ...+.- ,--.-. .--•,.• . ,. ...6-.-1-:77,1*--7--. r7".";:77. .77; .-77.,-,-. .:-: • ! I f li W GOD S1 4C.TOR.M. Mat WSP ATTACHMENT 0 . 1401 'CO 6CAL E. 1 \try L 4A #LOR 4Zo 4TAL ih N� 4 4 rr jptZ ('t f.lST GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 FOUNDATIONS I.All workmanship to conform to the requirements of the Massachusetts State Building Code.latest edition. 2. For site location and grading information.see Site Plan.by others. 3. Assumed net allowable soil bearing capacity.q-3000 psi;for a medium sand/gravel composition. Other soils encountered. contact the Engineer of Record. 4. t,;oncretc: Minimum 28 day strength,fc 3000 psi.3 4"aggregate.designed per American Concrete Institute Code.latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized.min.5/8"diameter. 12"long.w 2-12"hook spaced per Code Checklist.or in concrete piers wl Simpson ABU-series base:SPACED 2'o/c for slab-on-grade construction(i.e.Garage.Basement.etc.). b.) All walls to have min.244 lop horizontal, clear.to prevent shrinkage c.) All walls longer than 25' shall have vertical control joint with waterstopping between wall joint. FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2.StructuralDesien Loads: Dead Loads:Actual Weight of Building Components live Loads:Snow Load 30 psi(plus drift)with applicable reduction ATTIC Storage-20 psf Living Floor--40 psf Sleeping Floor=30 psf Decks and Balconies=40 psf Wind Load: Criteria used for 110 MPI I Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50:shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9116"diameter. b. Welds: Shop weld cap and base plates to columns:shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing:, a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=I000psi F.=1.300.000 psi,or better. b.Pressure treated timber(P.f.):Southern Pine with Fh l30i)psi.E=1,600.000 psi.or better. c.Laminated Veneer lumber:All l..V.l..shall be 1.9E I V.1 .with Fb=2925 psi.I.-1.900 ksi.Fv==285 psi,Fe_per=750 psi. Fe par=3035 psi. Parallam(PSL):All PSI,shall be min. 1.9F ES with Eh 2900 psi,F. 1,900 ksi.Fv-285 psi.Fc,per=750 psi, Fe_par 2900 psi. Note that Microllam and Parallain may he used interchangeably. 1. Deflection Criteria: 1,/480 Live Load.E./360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors;; As manufactured by Simpson Strong-fie Co.shall be handled and installed per manufacturer requirements.with all nail holes filled.with the site nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16'olc: Rafter to Ridge Plate: Collar ties min. I x6:ir. lb'o?c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson I I2.5A c. Band Joist: Simpson straps at 4'ole: CS-14R-48"centered at band joist 6.Bolts:: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall he 1/32"larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers.or square plate washers.All nuts shall he retightened at completion of job. 7.Block.ing; a.Blocking shall he solid blocking.2x minimum.and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c.maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing*Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-lOd toenails ea.end.or 2-16d end-nails ea.End d, tcoo I raminzg: Provide 2x blocking for 2 joist/rafter bays and spaced 48' o e in joist and rafter plane at all edges:attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance w ith the WF(.:51-fable 3.1 unless noted herein specifically. Multiple Studs 16d-i 12"staggered a.All nails shall he common wire nails. b.Sub-bore where:nails tend to split wood. 9. Headers less than 4'-0".use 2-2x6:all others per MA State Building Code. BY _ DATE 11 5WECT • ;Aih / L 1 1 SHEET NO....2_ :.3OF CHKD. BY MATE I cf C D At>po of Z JB No Zc 3^155 o ropy 11 . r 00Cib STRAP 'Si frtPso ot. /St A + b s"A t :EVER •i ; `, 1 •I II I ! I ll Ili 1.1 WRd�w -OPEN!NG i i ` � .—J 4 -Q MAX.MAC. 1 i I i ` •1 • x..,._ _ __.-- i ; ; 14' li II • l i I i i! .1 ' ! 1.1 •It r-•- - _ '-• _ -- - i 1 : i i ,. LJr _A ' I , ! ; 1 S I l I• i ! ! . It I t i I 1 I t i 1 t 1 I 1:: i•ll 1 i I sI 1 S ! I- t y t' 11 � t I,.': ! ! I i tl N1 I I I t I t " 1 I 1 1 ! i• I ! I Jr• I t t I l i I SHEARWALL H©L DOWN SEE SECTION 305.4 Z}A 35 V.///X' SHEAR/BRACINC PANELS NOTE: I. NO JOINTS IN TOP PLATE W:•THIN 8'-0• FROM CORNER 2. FULL HEICHT SHEAR PANEL TC BE PLACED WITHIN 4"-C"' OF CORNER ®BoiseCascade Single 9-1/2" AJS® 140 PASSED Level 1\Floor Joists\FJ1-2001343) (Floor Joist) BC Design Engine Member Report Dry I 2 spans I No cant. 116 OCS I Repetitive I Glued &nailed March 1, 2023 12:37:58 Build 8420 Job name: File name: Gronberg Residence.mmdl Address: Description: Level 1\Floor Joists\FJ1-20(i1343) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1144 Company: 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 121 tO 13-08-04 06-01-08 B3 B1 B2 Total Horizontal Product Length=19-09-12 Reaction Summary (Down /Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 4-3/8" 316/5 78/0 B2, 5-1/4" 715/0 179/0 B3, 4-3/8" 161 /131 7/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC2 Floor Decking (Plan Unf. Lin. (Ib/ft) L 00-00-00 19-09-12 Top 53 13 n\a View Fill) Controls Summary Value % Allowable Duration Case Location Pos. Moment 1048 ft-lbs 42.8% 100% 2 05-11-02 Neg. Moment -1030 ft-lbs 42.0% 100% 1 13-08-04 End Reaction 394 lbs 33.5% 100% 2 00-00-00 Int. Reaction 894 lbs 38.0% 100% 1 13-08-04 End Shear 370 lbs 31.9% 100% 2 00-04-06 Cont. Shear 509 lbs 43.8% 100% 1 13-05-10 Total Load Deflection U1044(0.154") 23.0% n\a 2 06-06-11 Live Load Deflection U999(0.124") n\a n\a 5 06-06-11 Total Neg. Defl. U999(-0.013") n\a n\a 2 16-00-11 Max Defl. 0.154" 15.4% n\a 2 06-06-11 Span/Depth 16.9 Allow %Allow Bearing Supports Dim.(LAW) Value Support Member Material B1 Wall/Plate 4-3/8"x 2-1/2" 394 Ibs 8.5% 33.5% Unspecified Disclosure B2 Beam 5-1/4"x 2-1/2" 894 lbs 9.1% 38.0% Unspecified Use of t the t tBo terms oise Cascade is B3 Wall/Plate 4-3/8"x 2-1/2" 168 lbs 3.6% 14.3% Unspecified subjecLicense Agreement ofthe End User (EULA). B3 Uplift 123 lbs Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate Cautions expert to assure its adequacy,prior to Uplift of-123 lbs found at bearing B3, anyone relying on such output as evidence of suitability for a particular application.The output here is based on Notes building code-accepted design properties and analysis methods. Design meets Code minimum(L/240)Total load deflection criteria. Installation of Boise Cascade Design meets User specified (U480)Live load deflection criteria. engineered wood products must be in Design meets arbitrary(1")Maximum Total load deflection criteria, acco ordance e and awi ticcth ure nt Ilningsta lation To Design meets arbitrary(0.75")Maximum live load deflection criteria. Gobtain Installation Guide or ask Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. questions,please call(800)232-0788 Design based on Dry Service Condition. before installation. BC CALC®analysis is based on IBC 2015. BC CALC®, BC FRAMER®,AJSTM Calculations assume member is fully braced. ALLJOIST®,BC RIM BOARDTM,BCt®, BOISE GLULAMTM BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, ®BolseCascade .- Single 9-1/2" AJS® 25 I PASSED I Level 1\Floor Joists\FJ4-18(i1032) (Floor Joist) BC Design Engine Member Report Dry I 1 span I No cant. 116 OCS I Repetitive I Glued & nailed March 1,2023 12:37:58 Build 8420 Job name: File name: Gronberg Residence.mmdl Address: Description: Level 1\Floor Joists\FJ4-18(i1032) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1144 Company: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 ® '1( 17.08-08 B2 61 Total Horizontal Product Length=17-08-08 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-3/4" 472/0 118/0 B2, 3-3/4" 472/0 118/0 Live Dead Snow Wind Roof OCS Load Summary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Decking (Plan Unf. Lin. (lb/ft) L 00-00-00 17-08-08 Top 53 13 n\a View Fill) Controls Summary Value % Allowable Duration Case Location Pos. Moment 2468 ft-lbs 46.0% 100% 1 08-10-04 End Reaction 590 lbs 50.2% 100% 1 00-00-00 End Shear 569 lbs 49.1% 100% 1 00-03-12 Total Load Deflection U532 (0.388") 45.1% n\a 1 08-10-04 Live Load Deflection U665 (0.31") 72.1% n\a 2 08-10-04 Max Defl. 0.388" 38.8% n\a 1 08-10-04 Span/Depth 21.7 % Allow % Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-3/4"x 3-1/2" 590 lbs 10.6% 50.2% Unspecified B2 Wall/Plate 3-3/4"x 3-1/2" 590 lbs 10.6% 50.2% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Disclosure Design meets User specified (L/480) Live load deflection criteria. Use of the Boise Cascade Software is Design meets arbitrary(1")Maximum Total load deflection criteria. subject to the terms of the End User Design meets arbitrary(0.75")Maximum live load deflection criteria. License Agreement(EULA). Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. Completeness and ed and uracy ied iy of nput Design based on Dry Service Condition. must bequalified engineer or other appropriate BC CALC®analysis is based on IBC 2015, expert to assure its adequacy,prior to Calculations assume member is fully braced. anyone relying on such output asevidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®, BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, o.—„cArf4 0 Boise Cascadeo[icrs IIIIIII= Double 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEERED VvOOD PRLevel 2\Dropped Roof Beams\B1(i1095)(Dropped Roof Beam) BC Design Engine Member Report Dry 11 span I No cant. March 1, 2023 12:38:25 Build 8420 Job name: File name: Gronberg Residence.mmdl Address: Description: Level 2\Dropped Roof Beams\B1(i1095) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: _....../10 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Jr 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1,09-10.04 B2 B1 Total Horizontal Product Length=09-10-04 Reaction Summary (Down I Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3" 439/0 762/0 B2, 5-1/2" 458/0 795/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 09-10-04 Top 12 00-00-00 1 User Load Unf. Lin. (Ib/ft) L 00-00-00 09-10-04 Top 79 158 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 2676 ft-lbs 10.9% 115% 4 04-09-14 End Shear 892 lbs 9.8% 115% 4 01-02-14 Total Load Deflection U999(0.047") n\a n\a 4 04-09-14 Live Load Deflection U999(0.03") n\a n\a 5 04-09-14 Max Defl. 0.047" n\a n\a 4 04-09-14 Span/Depth 9.4 % Allow % Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Hanger 3"x 3-1/2" 1201 lbs 22.5% 15.3% HHUS410 B2 Column 5-1/2"x 3-1/2" 1253 lbs 9.0% 8.7% Unspecified Cautions Hanger HHUS410 requires (30) 10d face nails, (10) 10d joist nails. For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Header for the hanger HHUS410 is a Double 1-3/4"x 14"LVL beam. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Design meets arbitrary(0.75")Maximum live load deflection criteria. Hanger Manufacturer: Simpson Strong-Tie, Inc. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2015. Calculation based on user input of unbraced length of Top: 00-00-00 and Bottom: 00-00-00. Dane.I of Q E RED DUCTS �-" Double 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP ` PASSED I Level 2\Dropped Roof Beams\B1((1095) (Dropped Roof Beam) BC Design Engine Member Report Dry 11 span I No cant. March 1, 2023 12:38:25 Build 8420 Job name: File name: Gronberg Residence.mmdl Address: Description: Level 2\Dropped Roof Beams\B1(i1095) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: Connection Diagram: Full Length of Member ib ..r- — d —r�- a • • • - • • e -.m- a minimum= 1-1/2" c=8-7/8" b minimum=4" d =24" e minimum= 1" Calculated Side Load=0.0 lb/ft Connectors are: SDS 1/4 x 3-1/2 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALCO, BC FRAMER®,AJSTM' ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Desna 9 of A 0 BoisecascadePP" Single 9-1/2" AJS® 25 PASSED Level 2\Floor Joists\FJ1-20(i1326) (Floor Joist) BC Design Engine Member Report Dry I 1 span I No cant. 116 OCS I Repetitive I Glued & nailed March 1, 2023 12:38:25 Build 8420 Job name: File name: Gronberg Residence.mmdl Address: Description: Level 2\Floor Joists\FJ1-20(i1326) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1144 Company: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.09.12 B2 B1 Total Horizontal Product Length=19-09-12 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 4-3/8" 528/0 132/0 B2, 4-3/8" 528/0 132/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC3 Floor Decking (Plan Unf. Lin. (lb/ft) L 00-00-00 19-09-12 Top 53 13 n\a View Fill) Controls Summary Value % Allowable Duration Case Location Pos, Moment 3075 ft-lbs 57.3% 100% 1 09-10-14 End Reaction 660 lbs 56.2% 100% 1 00-00-00 End Shear 636 lbs 54.8% 100% 1 00-04-06 Total Load Deflection U391 (0.589") 61.3% n\a 1 09-10-14 Live Load Deflection U489(0.471") 98.1% n\a 2 09-10-14 Max Defl. 0.589" 58.9% n\a 1 09-10-14 Span/Depth 24.3 % Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 4-3/8"x 3-1/2" 660 lbs 10,1% 56.2% Unspecified B2 Wall/Plate 4-3/8"x 3-1/2" 660 lbs 10.1% 56.2% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Disclosure Design meets User specified(L/480)Live load deflection criteria. Use of the Boise Cascade Software is Design meets arbitrary(1")Maximum Total load deflection criteria. subject to the terms of the End User Design meets arbitrary(0.75")Maximum live load deflection criteria. License Agreement(EULA). Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. Completeness and accuracy of input must be reviewed and verified by a Design based on Dry Service Condition. qualified engineer or other appropriate BC CALC®analysis is based on IBC 2015. expert to assure its adequacy,prior to Calculations assume member is fully braced. anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®, BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARD TM,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Panp 3 of 9 sBois-.EREDcascadeWOOD 5 ® Quadruple 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINELevel 2\Flush Beams\FB1(i1347) (Flush Beam) BC Design Engine Member Report Dry 11 span I No cant. March 1, 2023 12:38:25 Build 8420 Job name: File name: Gronberg Residence.mmdl Address: Description: Level 2\Flush Beams\FB1(i1347) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: 1 1 1 1 1 1 1 1 1 1 ; 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 -1 r 1 1 1 1 1 1 l 1 1 19-10-14 B2 B1 Total Horizontal Product Length=19-10-14 Reaction Summary (Down /Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 5-1/2" 267/0 800/0 875/0 B2, 4-3/8" 264/0 798/0 874/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 116% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 19-10-14 Top 19 00-00-00 1 FC3 Floor Decking (Plan Unf. Lin. (lb/ft) L 00-00-00 19-10-14 Top 27 7 n\a View Fill) 2 P101097) Conc. Pt. (Ibs) L 10-00-00 10-00-00 Top 1082 1749 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 14789 ft-lbs 46.1% 115% 2 10-00-00 End Shear 1643 lbs 11.3% 115% 2 01-03-00 Total Load Deflection U293 (0.788") 82.0% n\a 2 10-00-00 Live Load Deflection U525 (0.439") 68.5% n\a 5 10-00-00 Max Defl. 0.788" 78.8% n\a 2 10-00-00 Span/Depth 24.3 Allow % Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 5-1/2"x 7" 1675 lbs 10.2% 5.8% Unspecified B2 Wall/Plate 4-3/8"x 7" 1672 lbs 12.8% 7.3% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design meets arbitrary(0.75")Maximum live load deflection criteria. Design based on Dry Service Condition. BC CALCill analysis is based on IBC 2015. Calculations assume unbraced length of Top: 00-00-00, Bottom: 00-00-00. [:),rrednfA S•j,f Bo eEREDWw 0 ODUCiS Quadruple 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGLevel 2\Flush Beams\FB1(i1347) (Flush Beam) BC Design Engine Member Report Dry 11 span I No cant. March 1, 2023 12:38:25 Build 8420 Job name: File name: Gronberg Residence.mmdl Address: Description: Level 2\Flush Beams\FB1(i1347) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: Connection Diagram: Full Length of Member fowl b -.r r c; a • 1-• • • • ♦ . e - -- a minimum= 1-1/2" c=6-1/2" b minimum=4" d =24" e minimum= 1" Calculated Side Load=0.0 lb/ft Install screws from both sides, staggering screws by half of the spacing to avoid splitting. Connectors are: SDS 1/4 x 6 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®, BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, D�nucnfQ .ice Boise Cascade , Double 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP PASSED Level 2\Flush Roof Beams\B2(i1348) (Flush Roof Beam) BC Design Engine Member Report Dry 11 span I No cant. March 1, 2023 12:38:25 Build 8420 Job name: File name: Gronberg Residence.mmdl Address: Description: Level 2\Flush Roof Beams\B2(i1348) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: .....„---10 *12 1 1 1 1 1 / 2 ♦ ♦ . 3_-i--—_.___._- --T 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T 1 1 1 • • • • • 1 1 1 1 1 1 1 1 1 1 -/, 1 0 12-00-00 B2 61 Total Horizontal Product Length=12-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 5-1/2" 997/0 1749/0 B2, 5-1/2" 984/0 1729/0 Live Dead Snow Wind Roof Tributary Load Summary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 12-00-00 Top 14 00-00-00 1 User Load Unf. Lin. (lb/ft) L 00-00-00 12-00-00 Top 75 150 n\a 2 User Load Trapezoidal(lb/ft) L 00-00-00 Top 75 150 n\a 05-09-00 5 5 3 User Load Trapezoidal(Ib/ft) L 05-09-00 Top 5 5 n\a 12-00-00 75 150 4 B1(i1095) Conc. Pt. (Ibs) L 05-09-00 05-09-00 Back 431 748 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 8251 ft-lbs 24.7% 115% 4 05-09-00 End Shear 2258 lbs 21,1% 115% 4 01-07-08 Total Load Deflection U999 (0.122") n\a n\a 4 05-09-00 Live Load Deflection U999(0.077") n\a n\a 5 05-09-00 Max Defl. 0.122" n\a n\a 4 05-09-00 Span/Depth 9.6 % Allow % Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column 5-1/2"x 3-1/2" 2746 lbs 19.7% 19.0% Unspecified B2 Column 5-1/2"x 3-1/2" 2713 lbs 19.4% 18.8% Unspecified Cautions For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not Occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Panes 8 of 9 Boi eCascade Double 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP PASSED Level 2\Flush Roof Beams\B2(i1348)(Flush Roof Beam) BC Design Engine Member Report Dry 11 span I No cant. March 1, 2023 12:38:25 Build 8420 Job name: File name: Gronberg Residence.mmdl Address: Description: Level 2\Flush Roof Beams\B2(i1348) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: Notes Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Design meets arbitrary (0.75")Maximum live load deflection criteria. Design based on Dry Service Condition. BC CALL®analysis is based on IBC 2015. Calculation based on user input of unbraced length of Top: 00-00-00 and Bottom: 00-00-00. Connection Diagram: Full Length of Member b -.r- d a • w — + + a minimum= 1-1/2" c= 11" b minimum=4" d =24" e minimum= 1" Calculated Side Load=0.0 lb/ft Install screws from both sides, staggering screws by half of the spacing to avoid splitting. Connectors are: SDS 1/4 x 3-1/2 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®, BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Paae 7 of 9 *Boise Cascade' �— Double 1-3/4" x 7-1/4" VERSA-LAM® LVL 2.1E 3100 SP PASSED ` ENGINEERED WOOD PRODUCTS Level Mall Headers\E18_Hd1(i1350) (Wall Header) BC Design Engine Member Report Dry I 1 span I No cant. March 1, 2023 12:38:25 Build 8420 Job name: File name: Gronberg Residence.mmdl Address: Description: Level 2\Wall Headers\E18_Hd1(i1350) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 + 4 0 1 1 1 1 1 03-06-00 B2 B1 Total Horizontal Product Length=03-06-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3" 254/0 404/0 B2 3" 254/0 404/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 03-06-00 Top 7 00-00-00 1 Smoothed Load Unf. Lin. (lb/ft) L 01-01-00 02-05-00 Top 362 607 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 802 ft-lbs 8.6% 115% 1 01-09-00 End Shear 652 lbs 11.8% 115% 1 00-10-04 Total Load Deflection U999(0.009") n\a n\a 1 01-09-00 Live Load Deflection U999 (0.006") n1a n\a 2 01-09-00 Max Defl. 0.009" n\a n\a 1 01-09-00 Span/Depth 5.2 % Allow %Allow Bearing Supports Dim.jLxW) Value Support Member Material B1 Wall/Plate 3"x 3-1/2" 659 lbs 8.7% 8.4% Unspecified B2 Wall/Plate 3"x 3-1/2" 658 lbs 8.6% 8.4% Unspecified Notes Design meets User specified (U240)Total load deflection criteria. Design meets User specified (U360) Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design meets arbitrary(0.75")Maximum live load deflection criteria. Design based on Dry Service Condition. BC CALC@ analysis is based on IBC 2015. Calculations assume unbraced length of Top: 03-06-00, Bottom: 03-06-00. Connection Diagram: Full Length of Member :7-1 b - - F•+----d—0. a -4----- • -f-* • .1 • ,z, Dana R of 9 s Basecascade' Double 1-3/4" x 7-1/4" VERSA-LAM® LVL 2.1E 3100 SP PASSED ��//ENGINEERED WOOD PRODUCTS Level 2\Wall Headers\E18_Hd1(i1350) (Wall Header) BC Design Engine Member Report Dry 11 span I No cant. March 1, 2023 12:38:25 Build 8420 Job name: File name: Gronberg Residence.mmdl Address: Description: Level 2\Wall Headers\E18_Hd1(i1350) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: Connection Diagram: Full Length of Member a minimum=2" c=3-1/4" b minimum=3" d =24" Calculated Side Load =0.0 lb/ft Connectors are: 3-1/4 in. Pneumatic Gun Nails Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®, BC FRAMER®,AJSTM, ALLJOIST®, BC RIM BOARD TM,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 9 of 9