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HomeMy WebLinkAboutBld-23-004141 R E C 5.1\ cf' & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department of ktk FEe 0 9 2023 1 1146 Route 28,South Yarmouth,MA 02664-4492 j 508-398-2231 ext. 1261 Fax 508-398-0836 Ifi�.�, . fi„ Massachusetts State BuildingCode,780 CMR '�'`"-�s� BUILbIN�(jEPraRTPfENT BY. --- .B uiittg Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling l^ ` This Section For Official Use Only �- •-- Building Permit Number: �(.6-�3-�-)�' Date Applied: - JAN 25 2023 - i Building Official(Print Name) ignature pilDhaiiTNT G G E PA R r r; , NIT y SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 1.1a Is this an accepted street?yes c ----no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public Private 0 Zone: _ Outside Flooyes e? Municipal El On site disposal system Check if yes SECTION 2: PROPERTY OWNERSHIP' 2.1 Qwner'of Record: L= 1 i 2 00741,r1 fii7•-z Y, cr,-v,14^"^^ `)l-,of c A '1- �j '3 O. Name(Print) City,State,ZIP pc) )')U\ s `t b7 bl 7 '( J09.4_e,1‘. iu -Jie,).1,•b.,ye.--)q )e4,""„ No.and Street Telephone Email Address SECTION 3;DESCRIPTION OF PROPOSED WORK (check all that apply) New Construction❑ Existing l ulldln 'Owner-Occupied U Repairs(s) ❑ Alteration(f ddltlon B Demolition ❑ Accessory Bldg. 0 Number of Units Other 0 Specify: Brief Description of Proposed Work'-: 1 a. 9- t ece— .-) Cer t 1/4-•Ann 1=- .e-r- 6L.e_6U,`f 4'c.i y 1, j es.n.I.\ _; J r l 1$ F; iL u,z t}uh .,-... fl.eeilic_ c....)--0---c-c..„ t-.:a.11 t''y c)✓\-- SECTION 4:ESTIMATED CONSTRUCTION COSTS. Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ ) ( c, '� 1. Building Permit Fee:S c�.Sb Indicate how fee is determined: 2.Electrical $ tii o a ElStandard City/Town Application Fee 0 Total Project Cost'(Item 6)x multiplier x _ 3.Plumbing $ I O /Cie) 2. Other Fees: $ 4.Mechanical (HVAC) $ ? List 35,00 0T )5Z 5 5.Mechanical (Fire $ . Suppression) W Total All Fees:$ Check No. Check Amount: Cash oust:• ` 1 6.Total Project Cost: $ } ClO© 0 Paid in Full 0 Outstanding Balance ue: a,I — a\G\'a' .-._ $ � j ,. t s F s j " _$ S ' .,a •. •3 } t .z� ...R. .,..,1P_, . i Ill i'i s '<9 ., • , to i►i ' 9 > ai 'V ' f. g' r ESOP r _ - _- r L l i _- S . -. . rr ,--;t j §: , r Y x.> t }} ' 'y. C. w • - z •"' 1 . !1' _.. i-ta♦ :, • ° d ,t his i "Yf • .. 1 .:.-._. _ i %>;a rT.T'^ - '.{sir` �t:+t'" r „ i -..� •,#. a3 .w.d .'t• 'a&' e,'''' -- _ = • • trio. - hiT 7 h a t A r SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) S S-116I Z7 1V1 q /7,9 v 5 LA I C'CIrr•-r./L, License Number Expiration Date Name of CSL Holder 1-I List CSL Type(see below) U No.and Street Type Description j� I Unrestricted(Buildings up to 35,000 cu.ft.) D Z"(O 7 R Restricted l&2 Family Dwelling City/Town,State,ZIP M Masonry RC I Roofing Covering WS Window and Siding ( �, f t- SF Solid Fuel Burning Appliances t1Z7 �j G�� � a „� I Insulation Telephone Email addressT D Demolition 5.2 Registered Home Improvement Contractor(HIC) D.O'' tJ 61_ 17e' HIC Registration Number Expiratio ate I�,I;Company Name or HIC Registrant Name No.and Street\n ~ �' )` ) ?AN', 11114, U'Zia'S cOg glb cos(9 Email addess City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes No Cl . SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject I property,hereby authorize�h,�`�G L, Pi� I 1 01/"5--1-11 . to act on my behalf,in all matters relative to work authorized by this building p it application. 14'1146111R bkvtiALE g)4A1 Print Owner's Name(Electronic Signature) �Date� • SECTION 7b: OWNERt 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 j/t000 the best of my knowledgeunderstanding. y, ))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.gov/oca Information on the Construction Supervisor License can be found at www.mass.aov/dps 2. When substantial work i lAnned,provide the information below: Total floor area(sq.ft.) `1 (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) 9 6, Habitable room count 7 Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Neok Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Construction Super''.1so- CS-116127 Expires: 11 19:2024 RUSSELL T REAMER 3311 MAIN STREET BREWSTER Commissioner ': � g. GCS / s- Office of Consumer Affairs and Business Regulation 1000 Washington Street-Suite 710 Boston,Massachusetts 02118 Home Impr yr nlent Contractor Registration Type: Individual Registration 203038 RUSSELL REAMER Expiration. 09/06/2023 3811 MAINST RtEWSTER..MA 02631 Update Address and Return Card 'bMce TtfaCsuMer{1itWs64f MrioriPegAtion HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:trximdoa, before the expiration dale.1/found return to: Rs9i�hMt EEVJem on Office of Consumer Affairs and Business Regulation :t.303.8 09,06/2023 1000 Washington Street-Suite 710 RUSSELL REAMER Boston.MA 02118 RUSSELL T.REAMER Z-(,1'!'LVL+-- / 3811 MAIN BREWSTER.MA 02631Undersecretary - Not vatfd without signature ACORO® CERTIFICATE OF L DATE(MM/DD/YYYY)IABILITY INSURANCE 12/21/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: RogersGray,A Baldwin Risk Partner PHONE FAX 410 University Ave W�•EUL 800 553-1801 (NO,rw):877-816-2156 - Westwood MA 02090 ADDREss: mall@rOgEIS9IBy.COm INSURER(S)AFFORDING COVERAGE NAIC I License#:PC-514062 INSURER A:Selective Insurance Co of Sout 19259 INSURED THREPIL-02 INSURER B:Safety Indemnity Insurance Co 33618 Three Pillars Inc 4 Butler Ave. INSURER C:Associated Employers Insurance 11104 West Yarmouth MA 02673 INSURERD: INSURER E: INSURER F: ! COVERAGES CERTIFICATE NUMBER:1154805429 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. LTR R ADDLTYPE OF INSURANCE DASD VIVUBRO POLICY NUMBER MM/DDPOLICY/YYYY) (M/DD/YYYY) LIMITS LT DASD WYD { A X COMMERCULLGENERALLWBILITY S 2572439 11/4/2022 11/4/2023 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR • PREMISES Ea occurrence) $500.E MED EXP(Any one person) $15,000 PERSONAL&ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $3,000,000 X POLICY J LOC PRODUCTS-COMP/OP AGG $3,000,000 OTHER: S B AUTOMOBILE LIABILITY 5926735 9/13/2022 9/13/2023 COMBINED SINGLE LIMIT $1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED BODILY INJURY(Per accident) S AUTOS ONLY AUTOS X HIRED y NON-OWNED PROPERTY DAMAGE _ AUTOS ONLY AUTOS ONLY (Per accident) S _ UMBRELLA LJAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE S DED RETENTIONS S C WORKERS COMPENSATION WCC-500-5028173-2022A 12/8/2022 12/8/2023 PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETORIPARTNER/EXECUTIVE El.EACH ACCIDENT $1,000,000 1OFFICER/MEMBEREXCLUDED? N N/A (Mandatory in NH) EL DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under I DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) "`Certificate Holder is included as Additional Insured with respect to General Liability(when required by written contract)and is subject to terms,conditions and exclusions of the policy."' CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Yarmouth Building Department. 1146 Route 28 AUTHORIZED REPRESENTATIVE South Yarmouth MA 02664 C_ ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD ONE or TWO FAMILY— BULDING PERMIT APPLICATION REGULATORY APPROVALS NOTICE Address of Proposed Work: 62— h Scope of Proposed Work: R.C. n'-CA\ r 4. j=1 � c cl / C c✓iC-/ • 1 )v L h/' y"7 >' s UDC M o ''C O -e\ Q.e i 'i Hi,�I 1.�� c v�1 C t/ Pt- Date: ) /2`2, / 3 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 Acknowledgement: 2-1 Applicant's Signature �— ate Rev.Jan. 2019 §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. 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 L. .Z f'e-, - A in h LJ cy Work Address Is to be disposed of oat the following location: '-,^ ., Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. Signature of Application Date Permit No. _ The Commonwealth of Massach usetts 9 ` 7- Department of Industrial Accidents 1 Congress Street, Suite 100 . Boston, MA 02114-2017 Yr 'w ��•'yf 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): �n r_ Pt'I Address: 12,v -,/7, c-vc, City/State/Zip: Li � �»'r�.c-�,�-h thAi=`Z, i Phone 4: C> 6(20 Are you an employer?Check the appropriate box: } Type of project(required): I.0 I am a employer with employees(full and/or part-time).* 7. ❑New construction 2.Ll I am a sole proprietor or partnership and have no employees working for me in 8. f-Remodeling any capacity.[No workers'comp. insurance required.] 3.I I am a homeowner doingall work myself r 9. ❑Demolition y (No workers'comp.insurance required.] 4.0 1 am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 ❑ Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑ Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have workers'comp. insurance.[ 1 3.❑Roof repairs 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 1 4•❑Other 152,§I(d),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box m1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. [Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer dial is providing workers'compensation insurance for my employees_ Below is the policy and job site information. Insurance Company Name: 2C'CA yL y2 tJ Policy#or Self-ins.Lic.i#: WC.( �s� — ca</73 Z4� Expiration Date: Job Site Address: 47 �}�,� 7 c,y, , _f c,, G City/State/Zip: 1�1/�,,/`n,p�,+^�0 G�6 Attach a copy of the workers' compensation policy dec aration 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 under the pai and penalties of perjury that the information provided above is true and correct. Sibnature:-' --... ' � � Date://�J j Phone Official use only. Do not write in this area,to be completed by city or town official. City or Town: _Permit/License f Issuing Authority(circle one): I. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone if: 2/3/23, 12:05 PM Mail-Sears,Tim-Outlook 62 Standish Way Sears, Tim <tsears@yarmouth.ma.us> Fri 2/3/2023 12:04 PM To: heamerl2 <heamer12@gmail.com> Russell, I have reviewed your application for renovations and there are some items needed. 16moke/CO/Heat Detectors marked on plan as required by sections R314 & R315 2' There is a new Stretch Energy Code currently in effect. This project appears to meet the definition of an Extensive Alteration and requires the dwelling to comply with the new code. AJ501.3 Extensive Alterations Where the total area of work areas included in an alteration exceeds 50 percent of the area of the dwelling unit, the work shall be considered to be a reconstruction and shall comply with the requirements of these provisions for reconstruction work. 225 CMR & 2021 IECC R503.1.5 Level 3 Alterations, or Change of Use.Alterations that meet the IEBC definition for Level 3 Alteration or the IRC definition for Extensive Alteration, exceeding 1000 sq ft or exceeding 100% of the existing conditioned floor area shall require the dwelling unit to comply with the maximum HERS ratings for alterations, additions or change of use shown in Table R406.5 Please submit updated floor plans and a HERS Certificate for review. This email is considered a written denial of your permit application per Section 105.3.1 of the Massachusetts State Building Code. Section 105.3.2 states in part that "an application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith" You may appeal this denial to the Building Code Appeals Board in accordance with M.G.L. c. 143 §100, within 45 days of this notice. Timothy Sears CBO Deputy Building Commissioner Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsearsf yarmouth.ma.us https://outlook.office.com/mail/sentitems/id/AAQkADE3MDQ5NWZmLTkOYzItNDIwNi1 iMDQxLWNkMGQyNmE4NzE5NAAQANYO%2BjoG%2Be1 BoJ... 1/1 (' ----• Z--)4.' )4--eA i' z) 1-) t,)o)y 1-o-1-&,) S 1- P,0%c1 i I ; ,, ►.,,j e,,r co. ) 5 D.I S((c+ ir2- ;so ia CI 75 13 r$ 1.S-- q9(, cr. ic)( k.--)0,,L\ (,,,..rdi„ ci,i to 1-7Z5 THE FOLLOWING DETECTORS ARE REQUIRED FOR NEW CONSTRUCTION & RENOVATIONS AS PER THE 9th EDITION of the MASSACHUSETTS STATE BUILDING CODE SECTION R314 SMOKE ALARMS R314.3 Location. Smoke alarms shall be installed in the following locations: 1. In each sleeping room. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 3. On each additional story of the dwelling, including basements and habitable attics and not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. 4. Smoke alarms shall be installed not less than three feet(914 mm)horizontally from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by section R314.3. 5. For each 1,000 ft2 of area or part thereof. 6. Near all stairs. R314.8 Heat Detector. A single heat detector listed for the ambient environment shall be installed in: 1. Any garage attached to or under the dwelling(detached garages do not require a heat detector). 2. A new garage attached to an existing dwelling. If the existing house contains a fire detection system that is compatible with the garage heat detector, then the detector shall be interconnected to that system. Where the existing fire detection system is not compatible with the garage heat detector, the garage heat detector shall be connected to an alarm (audible occupant notification), or compatible heat detector with an alarm, located in the dwelling and within 20 feet(6,096 mm)of the nearest door to the garage from the dwelling. An alarm is not required in the garage, either integral with or separate from the heat detector. R314.8.1 Heat Detector Placement. For flat-finished ceilings, the heat detector shall be placed on or near the center of the garage ceiling. For sloped ceilings having a rise to run of greater than one foot in eight feet(305 mm in 2,438 mm), the heat detector shall be placed in the approximate center of the vaulted ceiling but no closer than four inches (102 mm)to any wall. Heat detection shall be listed in accordance with UL 521 or UL 539. SECTION R315 CARBON MONOXIDE ALARMS R315.3 Location. Carbon monoxide alarms in dwelling units shall be outside of each separate sleeping area within ten feet of the bedrooms. Where a fuel-burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. At least one alarm shall be installed on each story of a dwelling unit, including basements and cellars but not in crawl spaces and uninhabitable attics. R315.4 Combination Alarms. Combination carbon monoxide and smoke alarms (in compliance with section; 314) shall be permitted to be used in lieu of carbon monoxide alarms, located as in R315.3, provided they are compatible and the smoke alarms take precedence. cic 1.., i4 I iiq 4 S 1. F— C. _J 11 4 --I- T. © ,(...!0� c : . I v r,''- -„r_, r . ' -1 c-- \...,--, 14-Pg , r- 1 , i I iJ ) f :7- a (Th C r '1 ail . Ji i t, , 04, ; 4 ':'°/) j 'A t-- *-^,.1c;„ \\ at _ - . 0 ., . . . . 1 I , . .er.S:...... . , /1„...., ...) . : C"'- . . •--t's . . *1$ . , : "•."....,,,:. -,,,,.'', . . ..... ..,. .. .. ...._. I... , ,....,_ f - -1-- 1.0 •),c- • O I i 1 "•4 .-N- • *44),,, , leiNgia•wok '' , ".....\ i1 , ........ oast - (....-d.:41 ties-47f 4 —..Z .„..»,•-i ...1._1— • , -.,,,t" '"7,,,,,,,i .1111111111m— ,.. S - .,. I' .....pr ,.. .....0...„ c:ii . r.,.. . , ,,..„ . •1 . , ; PiN . 4 -----.....— •,,,. --,------- 41-11"" ..", 4.;•,r i i ,f— . a -=;' 1 ,., ;.... , ,, )ISINI cs • • . . W. . . ____ . .—.333— ,. • /..... . . 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January 23, 2023 16:23:41 Build 8435 Job name: File name: Address: 62 Standish Description: Girt supporting 2nd fl City, State,Zip: Specifier: Customer: Three Pillars Home Designer: William Campbell Code reports: ESR-1040 Company: Z 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 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 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 >51 18-00-00 B1 B2 Total Horizontal Product Length=18-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 4713/0 1371 /0 B2, 2" 4648/0 1352/0 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. (Ib/ft) L 00-00-00 18-00-00 Top 21 00-00-00 1 2nd Floor Unf.Area (lb/ft') L 00-00-00 18-00-00 Front 40 10 13-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 26189 ft-lbs 60.1% 100% 1 09-00-12 End Shear 5105 lbs 36.6% 100% 1 01-05-08 Total Load Deflection L/346(0.613") 69.4% n\a 1 09-00-12 Live Load Deflection L/447(0.475") 80.6% n\a 2 09-00-12 Max Defl. 0.613" 61.3% n\a 1 09-00-12 Span/Depth 15.1 Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 5-1/4" 6084 lbs n\a 44.1% Unspecified B2 Hanger 2"x 5-1/4" 6000 lbs n\a 76.2% Hanger Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2015. Calculations assume member is fully braced. User Notes Floor load only Page 1 of 2 Boise Cascade Triple 1-3/4" x 14" VERSA-LAM®2.0 3100 SP FB01 (Flush Beam) BC CALC®Member Report Dry I 1 span No cant. January 23, 2023 16:23:41 Build 8435 Job name: File name: Address: 62 Standish Description: Girt supporting 2nd fl City, State,Zip: Specifier: Customer: Three Pillars Home Designer: William Campbell Code reports: ESR-1040 Company: Connection Diagram: Full Length of Member aTi I • • • • �. e -.e- a minimum= 1-1/2" c=5-1/2" b minimum=4" d= 12" e minimum = 1" Calculated Side Load =650.0 lb/ft Install screws from both sides,staggering screws by half of the spacing to avoid splitting. Connectors are: SDS 1/4 x 4-1/2 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®,AJST" ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMT",BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 2 Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP FB02 (Flush Beam) BC CALC®Member Report Dry I 1 span I No cant. 'J January 23, 2023 16:22:40 Build 8435 Job name: File name: Address: 62 Standish Description: Header picking up 2nd floor beam FB01 City, State, Zip: Specifier: Customer: Three Pillars Home Designer: William Campbell Code reports: ESR-1040 Company: w 1 4 1 4 1 l 1 4 1 4 1 l 1 1 -i 1 z1 1 1 l 1 1 l 1 1 4 1 1 1 1 1 1' Jr 1 1 1 1 1 1 1 1 1 1 1 1 1 1 131 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 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 1 l 4 1 4 1 4 1 1 1 4 4 4 1 0 1 1 1 1 1 1 1 4 1 1 1 4 1 1 A L. I2S 13-00-00 B1 B2 Total Horizontal Product Length=13-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 1003/0 1266/0 260/0 B2, 3-1/2" 4338/0 2236/0 260/0 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. (Ib/ft) L 00-00-00 13-00-00 Top 12 00-00-00 1 floor Unf.Area (Ib/ft2) L 00-00-00 13-00-00 Front 40 10 01-04-00 2 Gable Unf. Lin. (Ib/ft) L 00-00-00 13-00-00 Front 0 120 n\a 3 roof Unf.Area(Ib/ft2) L 00-00-00 13-00-00 Front 15 30 01-04-00 4 FB01 Conc. Pt. (Ibs) L 11-00-00 11-00-00 Front 4648 1352 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 11253 ft-Ibs 52.9% 100% 1 10-04-11 End Shear 6294 Ibs 79.7% 100% 1 11-08-10 Total Load Deflection L/490(0.307") 48.9% n\a 1 07-00-10 Live Load Deflection L/873(0.172") 41.2% n\a 4 07-02-07 Max Dell. 0.307" 30.7% n\a 1 07-00-10 Span/Depth 12.7 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 2269 lbs n\a 24.7% Unspecified B2 Wall/Plate 3-1/2"x 3-1/2" 6574 lbs n\a 71.6% Unspecified Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2015. Calculations assume member is fully braced. Page 1 of 2 ®BoiseCascade' i Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP PASSED FB02(Flush Beam) BC CALC®Member Report Dry 11 span I No cant. January 23,2023 16:22:40 Build 8435 Job name: File name: Address: 62 Standish Description: Header picking up 2nd floor beam FB01 City, State,Zip: Specifier: Customer: Three Pillars Home Designer: William Campbell Code reports: ESR-1040 Company: Connection Diagram: Full Length of Member b re- d a C • • • e a minimum=1-1/2" c=4-1/2" b minimum=4" d=12" e minimum=1" Calculated Side Load=333.3 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 Connection Diagrams: Concentrated Side Loads Connection Tag:A Applies to load tag(s):4 b C �. a , a minimum=2" • • V • • 14 b minimum=6" t �—-f /\ c minimum=4" A d maximum=12" e minimum=6" • • r • • A f minimum= 1" d �——� -� e �— Connectors are:8 x SDW22338 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 GLULAM TM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 2