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11 FORRESTER ST - BUILDING INSPECTION (2)
4 {5za , oCJ C 9- 1.0 gg The Commonwealth of Massachusetts Department of Public Safety Massachusetts State Building Code(780 CMR) Building Permit Application for any Building other than a One-or Two-Family Dwelling (This Section For Official Use Only) t Building Permit Number: Date Applied: Building Official: SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not available) 11 Forr 5+c- SA-. \cr�i MA 01970 No.and Street City/Town Zip Code Name of Building(if applicable) SECTION 2•PROPOSED WORK Edition of MA State Code used If New Construction check here❑or check all that apply in the two rows below Existing Building Repair Alteration W. I Addition❑ 1 Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ Other ❑ Specify: 11 Are building plans and/or construction documents being supplied as part of this permit application? Yes No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ No t'� Brief Description of Proposed Work: 12ZnoJ n�- 2xi s/-(jj� j y '�^�\y b��\"�'�5 cost t-+;c. �- M'TA a K,kct,-en �n.,(. eS -1-t.r...+c,G o. f?fr- fYPMC )Z�0v5e (-oo�� A/J{.n VP inleno/ watts u b Ica a f� o o G ?nfn SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.R.) ),1 tU ) ( b D Total Area(sq.h.)and Total Height(ft.) 5,00 91 S•t'O 3 Z SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A4❑ A-5❑ I B: Business ❑ E: Educational ❑ R Facto F-1❑ F2❑ 1 H: High Hazard H-1 ❑ H-2❑ H-3 ❑ -4❑ H-5❑ I: Institutional 1-1 ❑ 1-2❑ I-3❑ Ill❑ M: Mercantile❑ R: Residential R-10 R-2 R-3❑ R-4❑ S: Storage S-1❑ S-2❑ U: Utility❑ Special Use❑and please describe below: Special Use: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ 1 IV VA ❑ VB ❑ SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Water Supp Flood Zone Information: Sewage Disposal: Trench Permit. Debris Removal: A trench wjn not be Licensed Disposal Site Public Check if outside Flood Zone Indicate municipal pj Private❑ or indentify Zone: or on site system❑ required or trench or specify: permit is enclosed❑ Railroad right-of-;�W.: Hazards to Air Navigation: Not Applicable Is Structure within airport ap roach area? Is their review completed? or Consent to Build enclosed❑ Yes❑ or No� Yes❑ No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Occupant Load per Floor: Does the building contain an Sprinkler System?: Special Stipulations: S Ca let F t t. E SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner 8el% Cots--. a Leakh�,- A6A C) Name(Print) No.and Street City/T wn Zip Property Owner Contact Information: Owner 77f- gyo_ SS Dp 7V -8'ao- s'S'o 9 Gr clSo� Q yn aol .ca Title Telephone No. (business) Telephone No. (cell) a-mail address If applicable,the property owner hereby authorizes Name Street Address City/Town State Zip to act on the property ownei s behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here O and gkip Section 10.1 10.1 Re ' tered Professional Responsible for Construction Control 5 tia ra K4 } Vel(or k 4x 17d_ 917- 37'i S� $rya„ eVVdkes1XA.Co -n Name(Registrant) Telephone No. e-mail address Registration Number 1 9-(o Du of sr cl� gC� A 014 U Street Address - City/town State Zip Discipline Expiration Date 10.2 General Contractor 9cn C rtso n Company Name pen (San C5L 099S93 urress-z" Name of Person Responsible for Construction License No. and Type if Applicable z l t,L� L c.-�e_ 31- ly'A o t 9 t j Street Address City/To vn State Zip 781-$do- 5'-S6f 78t _Slu_ rYg9 Telephone No.(business) Telephone No. cell e-mail address SECTION 11: (M.G.L.c.152.§25C(6) A Workers Compensation Insurance Affidavit from the MA Department of Industrial Accidents 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. Is a signed Affidavit submitted with this application? Yes❑- No O SECTION 12 CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)=$ 13 i o o O 1.Building $ 9 0, 0 u O Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ 1, 000 appropriate municipal factor)=$ 3.Plumbing $ ,I HI 0 0 n 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical Other r,,ttd $ / b 000 Enclose check payable to 6.Total Cost $ / 3 9 6 o O (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT 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 accura to the best of my knowledge and understanding. Be, au r-#--1 6t,,( C,,k-.+Y 7sl -VZb- s8u9 SIG l6 Please print and sign<rne Title Telephone No. Date a LtA 4l 01913 Street Address City/Tokn State Zip Municipal Inspector to fill out this section upon application approval: Name Date CITY OF S<3LEtii, NLUSACHUSETI'S BUILDINIG DEPjRTNIEN-17 s 120 WASHLNGTON STREET, Y'FLOOR � TEz_ 97 745-9595 F.�.s(978) 740-9846 Kll{BERL.EY DRISCOLL (MAYOR T Honks ST.PiERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING CO\L\IISSIONER Construction Debris Disposal Affidavit (required for all demolition and renovation work) In accordance with the sixth edition of the State Building Code, 780 CMR section 111.5 Debris, and the provisions of MGL c 40, S 54; Building Permit # is issued with the condition that the debris resulting from this work shall be disposed of in a properly licensed waste disposal facility as defined by MGL c 111, S i 50A. The debris will be transported by: (name of hauler) The debris will be disposed of in 44z _ — (name of facility) —(address of facility') signature of permit applicant �r6 l �o date Jcbnsali.luc Massachusetts Department of Public Safety �f Board of Building Regulations and Standards _ �:-�Officc of Consumer Al'fnirs&Business Regulfl tin n '�H,'" !"HOME IMPROVEMENT CONTRACTOR License: CS-099583 (+` j4r Registration 183800 Type: Construction Supervisor Expiration: 11/16/2017 Individual BENJAMIN A CARLSON L f BENJAMIN CARLON 2 LEATHER LANE BEVERLY MA 01916 BENJAMIN CARLSON i 2 LEATHER LANE _ BEVERLY,MA 01915 Undersecretary ,�•f /' ^/fl Expiration: Commissioner 03/10/2018 i CITY OF &U E;N1, l%'LXS&A CHLSE= BUILDING DEPARTM&NT p 120 WASHIINGTON STREET,3aD FLOOR atj TEL. (978)74S-9595 FAX(978) 740-9946 Kl%BER�L�EY DRISCOLL MAYOR THObfAS ST.PtERRs ♦Ylt� D�IRECTOR OF PUBLIC PROPERTY/BCILD04G CO',L USSIONER Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeiblx Name (Busiiws Organizatiowindividual): L7Ln Ctir1sa/� Address: cZ !✓ts .a T L a.e City/State/Zip: b AAk O t tV 1 J Phone #: 7Y I— 9 Zo Are you an employer?Cheek the appropriate bp�t: Type of project(required): 1_El am a employer with 4. �'1 am a general contractor and 1 6. ❑New construction employees(full and/or part-tithe).' have hirers the subcontractors 2_❑ 1 am a sole proprietor or partner- listed on the attached sheet t 7. [21emodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers'comp.insurance. 9. ❑r- Building addition ❑ [No workers'comp. insurance 5. We are a corporation and is IO.Ld,�Electrical repairs or additions required.] officers have exercised their 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.N lumbing repairs or additions myself.[No workers'camp. c. I52,§1(4),and we have rm i2,[ Roof repairs insurance required.]t employees.[No workers' 13.[1 Other COMP.insurance required.] Any apphmm that chrsdts box 91 must also BII our the section below showing heir workers'compensation policy infunnation. *t hanWwngs who submit this affidavit indicating they are doing all work and then hire outside commetms tract submit a new affidavit indim,ng such. :C,mrmton that cheek this box murt anached an additional al sheet showing the nwe of the subavntractata and their workers'tramp,policy information. I am an employer that is providing workers'eampensation insurance for my employees. Below Is the polley and fob site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: Job Sire 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 Section 25A of MGL c_ 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations ul'thc DIA for insurance coverage verification. I do hereby Gerd y it der the pains and penalties of perjury that the i i/ormation provided above is true and correct S �rttre`i� Darr Phone Official use only. Do not write in this area,to he cumpleted by city or town official City or Town: PermitiLicense# _ Issuing Authority(circle one): 1. Board of Health 2.Building Department 3.Cityffown Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: ___ Phone#: acoRD6 CERTIFICATE OF LIABILITY INSURANCE D 12JI0120,16 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 be endorsed. N 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 00837-001 kRWCT Walter J.May Insurance Agency,Inc. aR.%.EXt: (781)749-4310 r& No.: (781)749-1714 188 Whiting Street AoS�L : Hingham,NIA 02043 INSURER SI AFFQRDING CQVER�CE NAIC_p INsuRER A: AUantic Charter Insurence Company VDAC 29211 INSURED INSURER a Benco,LLC INSURER C: 2 Leather Lane INSUR€9 D Beverly,MA 01915 INSURER E 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 C BY PAID CLAIMS. ILy TYPE OF INSURANCE INSfl R POLICY NUMBER {MM/DD/YYFF MMIDU/YYYY)_ LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ PREMISES Faoc_umm�ce) CLAIMS-MADE OCCUR MED EXP(Any one Person) $ PERSONAL$ADV INJURY $ GENERAL AGGREGATE $ EN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGO $ OUCY Ra OC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea itl_ccen ANY AUTO BODILY INJURY(Per Person) $ ALL OWNED SCHEDULED BODILY INJURY Per accidem) $ AUTOS AUTOS HIREDAUTOS NONOWNED PROPERTY DAMAGE $ AUTOS _(Per . n UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS UAS CLAIMS MADE AGGREGATE $ ppIIDDEEEppLIgg CCppML RETENTION $ CC ggTTqTU $ ANDEMPLOYER9F`LIABILRY X T�RYLINIITS OER Al.0902000USPMENINERIEXECUTIVE YIN WCV01269300 11i2612015 11/26/2016 EL EACH ACCIDENT $ 100,000.00 A OFFICERMIEMBER EXGLUOED? Y N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000.00 IIff es.dd�e��ccnp�N antleer Policy Coverage State:M EL DISEASE-POLICY LIMIT $ 500,000.00 D�e RIPTION OF OPERATIONS helem Be jamin Carlson is not covered by the wor ers ompensation policy. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additlonal Remerka Schedule,if more space Is nfulmd) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORRED REPRESENTATIVE 9)1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD CERTIFICATE HOLDER COPY ACCO ram® CERTIFICATE OF LIABILITY INSURANCE °"'E`M""°°"""' ��. , 10/08/2015 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 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 The Coffey Insurance Agency SC=CT SANDY ENGLISH 2 Wellman Ave PHONE (603)883-6600 'A-,xc. .(603)882-0091 Suite 320 ADDRES . SENGLISH@COFFEYINS.COM Nashua NH 03064- INSURER(S)AFFORDING COVERAGE NAICM INSURER A:MERCHANTS INSURANCE 23329 INSURED INSURER B:TWIn City Fire Ins 29459 William T Gertz Electrical Contractor Inc _INSURER C 6 Tyng Hill Rd INSURER D Hollis NH 03049- INSURE 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. _ IN" ADDL SUB POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE ICY N A GENERALIIABILITY BOP9095221 5/24/2015 D512412016 EACH OCCURRENCE S 1,000,000 A X COMMERCIALGENERALLIABILITY DAMAGE TO RENTED S 300,000 CLAIMS-MADE N OCCUR I - MEDE%P An one rson S 5,000 PERSONAL&ADV INJURY S 1100"00 GENERALAGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000000 X�POLICY I PRO- LOC $ COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED BODILY INJURY(Per ecadsnt) $ AUTOS AUTOS NON-OWNED _ PROPERTY DAMAGE S HIRED AUTOS AUTOS ent) UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LWB CLAIM&MADE AGGREGATE S RETENTIQN S B WORKERS COMPENSATION 04VVECCS1571 12/2O/2014 12/20/2015 X I MSTATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN EL.EACH ACCIDENT S 100,000 OFFICERrtAEMBER EXCLUDED? KI NIA 1 OO,000 (Mandatory in NH) EL DISEASE-FA EMPLOYEE S _ If yes,desmi,e urWerDESCRIPTION 500,000 F TI N E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATORS I LOCATIONS I VEHICLES LLANach ACARDIM,Adauonal Remarks ScN dW.,itmorespaoeis reymradl WILLIAM GERTZ EXCLUDED FROM WORKEKS COMPENSATION COVERAGE WORKERS'COMPENSATION 3A COVERED STATES: NEW HAMPSHIRE&MASSACHUSETTS CERTIFICATE HOLDER CANCELLATION AI 003325 - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BEN CARLSON -ACCORDANCE WITH THE POLICY PROVISIONS. 2 LEATHER UN BEVERLY MA 01915- AUTHORIZEDREPRESENTATVE' - �^ Fax:( ) - ©1988.2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD- CITY OF S.U.&M, UNSSACHUSETTS BummNG DEP ART!.IENT • 120 WASHINGTON STREET, 3� FLOOR \ TEL- (978)745-9595 FAX(978) 740-98" KIABERLEY DRISCOLL MAYOR T Homs STYIERas DIRECTOR OF PIBLIC PROPERTY/13CUMING COSL%RSSIONER SECONDARY CONSTRUCTION CONTROL DOCUMENT (for Professional Engineers/Architects responsible for only a portion of a controlled project) Project Title: / 7&0X-5102' Date: Project Location: Sr • 2 W1f "M. Scope of Project. N6W �f 7 1 dy W /t/61✓Tf�/��N��S1r`Y^� N� G717'• �'/i�/Sh�cS In accordance with the sixth edition Massachusetts State Building Code,780 CMR SECTION 116.0: I,�/�N1 Cyz S S/fl1vV4Jk+t Mass.Registration Number �OZB being a registered professional Engineer/Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [ J Entire Project [A Architectural [X] Structural [ ] Mechanical [ J Fire Protection [ ] Electrical [ ] Other(specify) for the above named project and that to the best of my knowledge,such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws for the proposed project. Furthermore, I understand and AGREE that I shall perform the necessary professional services to determine that the above mentioned portions of the work proceed in accordance with the documents approved for the building permit. Upon completion of the work, I shall submit a final report as to the satisfactory completion of the above mentioned portion of the work. Signature and Seal of registered professional: D ARC � S a .0 0 O LY, MA A[rH of M Appendix 2 Construction Documents are required for structures that must comply with 780 CMR 107. The checklist below is a compilation of the documents that may be required for this. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* Mark"x"where plicable No. Item Submitted Incomplete Not Required 1 Architectural 2 Foundation 3 Structural 4 Fire Suppression 5 Fire Alarm(may require repeaters) 6 HVAC 7 Electrical 8 Plumbing include local connections 9 Gas Natural,Propane,Medical or other 10 Surveyed Site Plan Utilities,Wetland,etc. 11 Specifications 12 Structural Peer Review 13 Structural Tests&Inspections Program 14 Fire Protection Narrative Report 15 Existing Building Survey/Investigation 16 Energy Conservation Report 17 Architectural Access Review 521 CMR 18 Workers Compensation Insurance 19 Hazardous Material Mitigation Documentation 20 Other(Specify) 21 Other(Specify) 22 Other(Specify) *Areas of Design or Construction for which plans are not complete at the time of application submittal must be identified herein.Work so identified must not be commenced until this application has been amended and the proposed construction document amendment has been approved by the authority having jurisdiction.Work started prior to approval may be subjected to triple the original permit fee. Registered Professional Contact Information lxncuj S S/Gtn�s,� 9 - - 574�' -T�i o svo�slr4c�-ro.v. 600 2 b Name(Registrant) Telephone No. e-mail addreggRegistration Number Apt. 10l7,0I(0 12L VOD*C-- '` Discipline Expiration Date Street Address City/Toy n State Zip Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date Name(Registrant) Telephone No. e-mail address Registration Number Discipline Expiration Date Street Address City/Town State Zip S t; Siemasko+Verbridge Architecture Interior Design Landscape Design Decorating 126 Dodge Street Beverly, Massachusetts 01915 t:978.927.3745 f:978.927.6365 svdesign.com Code Study Project: 4 Family Renovation Location: 11 Forrester St,Salem, MA 01970 Date: May 12, 2015 Prepared By: Brian Stein PRELIMINARY CODE REVIEW: Use Group: R-2 Construction Type: 5B 2009 1EBC Chapter 1 101.5—Compliance methods allow use of 101.5.1—Prescriptive Compliance Method 101.5.1—Prescriptive Compliance Method requires compliance with Chapter 3 Chapter 3 301.2.1 allows use of existing materials if not dangerous to life, health or public safety. 301.2.2 requires new materials to comply with new code requirements. 303.1 requires alterations to comply with code for new construction, except for stair slope and handrail requirements. 303.3 requires reinforcement of structural members if load on them increases by 5% 303.6 means of egress are not required to conform to egress width factors of 1005.1. Minimum egress widths for the components of the means of egress shall be based on the building code under which the building was constructed or based on the opinion of the code official if they do not constitute a distinct hazard to life. 306.1 All glass replaced will conform to requirements for new code. Per 303.1, Prescriptive method requires new work to comply with code for new construction, from 2009 IBC with Massachusetts Amendments: 20091BC Chapter 4 420 requires fire separation walls between units per section 709. Minimum 1 hour rating required Chapter 5 Table 503 allows a construction Type of 5B with an R-2 use to have up to 2 stories/7,000 s.f. 504.2 allows an increase of 20' or 1 story if a sprinkler system conforming to 903.3.1.1 is installed Chapter 6 Table 601: construction type 513, requires no fire resistance ratings of structural elements. Table 602: Fire separation distance is >10',therefore NO rating is required on the exterior wall Chapter 7 Table 705.2: 10-15'fire separation distance requires a maximum of 45%of unprotected glazing with a sprinkler system. 707.3.1 requires shafts per section 708.4. 707.3.2 requires fire barriers separation of exits per 1022.1. Section 1022.1 requires a 1 hour rating. 708.2.1 allows unprotected shafts within a unit. 713 - penetrations in required firewall assemblies shall be compliant with all requirements of this section of the code. Table 715.4 requires 1 hour rated doors for new doors within the stairway assemblies, and shall be self closing (as per 715.4.8). 717.3.2 and 717.4.2 does not require draftstopping due to fire suppression system. Chapter 8 Table 803.9 allows class B wall and ceiling finishes in exit stairways and corridors, class c finishes are allowed in rooms and enclosed spaces. Chapter 9 Any installation requirements for a fire suppression system shall be governed by MGL Chapter 148 section 26G and shall be interpreted and enforced by the head of the local fire department. 907.2.9.1.1-.3 A manual fire alarm system shall be required in this building. 907.2.11.2 Smoke alarms shall be installed and maintained outside/in the immediate vicinity of each sleeping area and within each bedroom. Systems shall be interconnected and hardwired to the buildings electrical system, and shall be provided with a battery back up. Chapter 10 Table1004.1.1 Occupant Load: R-2 = 200 s.f./person = 27 total 1007.1 does not require accessible means of egress in alterations to existing buildings 1011.2 Does not require exit signs where the exit door is clearly identifiable as such 1011.3 Does not require exit signs within dwelling,units in an R-2 building 1014 prohibits egress thru a bedroom or bathroom 1029.1 Egress window required from sleeping room on the third floor that is a minimum of 5.7 sq. ft. in area and minimum 24" height and 20" width Chapter11 Massachusetts amendments require conformance with 521 CMR. 521-CMR review: Residential use: 3.3 refers to section 9.2.1 for existing multiple dwellings undergoing renovation. 9.2.1 exempts building renovated for residential use from requirements of 9.3 for Group 1 dwelling units. 9.4 exempts buildings with fewer than 20 units from Group 2 compliance. 10.1 exempts public areas from accessibility requirements because project is less than 12 units. Vague Applications IBC 907.5.2 Alarm notifications shall be supplied in exit stairways and at each level t t© F O R T Es MEMBER REPORT Level,Floor:Drop Beam PASSED 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllaimp LVL Overall Length: 11.7" 0 0 11' 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. '.Design Results Actual d Location Allowed Resort LDF Load:Combination(pattern) .System:Floor Member Reaction(Ibs) 1827 @ 11'S" 8881(3.50") Passed(21%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 1759 @ 10'6" 6318 Passed(28%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:Residential Moment(RAIDS) 9167 @ 5'10" 11775 Passed(78%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC Live Load Dell.(In) 0.282 @ 5'10" 0.281 Passed(L/479) -- 1.0 D+ 1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.375 @ 5'10" 0.563 Passed(L/360) -- 1.0 D+ 1.0 L(All Spans) • Deflection criteria:LL(L/480)and TL(4240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 11'7"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability, Bearing Length .._...._Loads to Supports(Ibs) Supports lf;Al ArailabteI Live Required Dead r._ _. Total Accessories 1-Column-SPF 3.50" 3.50" 1.50" 464 1341 1805 Blocking 2-Column-SPF 3.50" 3.50" 1.50" 469 1357 1 1826 None "Blocking Panels are assumed W carry no loads applied directly above them and the full load is applied to the member being designed. , Tributary Dead Fbor LWe Loads Location Width (0.90) (1.00) comments 1-Undorm(PSF) 0 to 11'T' 1'4" 10.0 30.0 Residential-Living Areas 2-Pant(Ib) 5'10" N/A 673 2235 Weyerhaeuser Notes Y SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the slang of its products will be in accordance with Weyerhaeuser product design olteria and published design values. Y Weyerhaeuser expressly discialms any other warranties related to the software.Refer to current Weyerhaeuser literature far installation details. (www.woodbywy.mm)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by Me authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overelk project.Products manufactured at Weyerhaeuser facilities are third-parry certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.mm/servims/s_CodeReports.aspx. The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software operator .lob Notes 5/10/2016 3:35:14 PM Paul Muldoon Forte v5.0, Design Engine:V6.4.0.40 Siemasko t Verbridge (978)927-3745 svadmin@svdesign.com Page 1 Of 1 F O R T E o MEMBER REPORT Level,Floor.Drop Beam PASSED 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllamp LVL Overall Length: 11'7" 0 0 11' 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. .._ ..._._ _ . . — Design Result '_____s"� _ Actual®Lootion _ Allowed ResuR LDF Load:Combinallon(Pattern) ' System:Floor Member Reaction(lbs) 2604 @ 11'5" 13322(3.50") Passed(20%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 2531 @ 10'6" 9476 Passed(27%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 13430 @ 5 10" 17662 Passed(76%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC Live Load Dell.(in) 0.263 @ 5'10" 0.281 Passed(L/513) -- 1.0 D+ 1.0 L(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.364 @ 5'10" 0.563 Passed(1./371) -- 1.0 D+ 1.0 L(All Spans) • DBOectlon criteria:ILL(L/480)and TL(1/240). • among(Lu):All compression edges(top and bottom)must be braced at 11'T'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. Bearing Leegth- _. _..toads to supports(Ibs)�""' '..,Supped Toll A.ailome Required Dead_ Fluor _-Total Accessories I-Column-SPF 3.50" 3.50" 1.50" 731 1841 1 2572 Blocking 2-Column-SPF 3.50" 3.50" 1.50" 739 1865 1 2604 None •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Uve Loads Location width (0.90) _ (I.00) Comments 1.Untfmm(PSF) 0 to 11'7" 1'4" 10.0 30.0 Residential-Living Areas 2-Point(Ib) 5'10" N/A 1156 3242 I tAleyefhaeUs@il NOtes _ _ _ SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warants 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.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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 protect.Products manufactured at Weyerhaeuser facilities are third-parry certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For anent cede evaluation reports refer to http://www.woodbywy.can/services/s_CodeRepoft.aspx. The product application,Input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/10/2016 3:44:47 PM Pam Muldoon Forte v5.0, Design Engine:V6.4.0.40 Siemasko+Verbrldge (978)927-3745 svadmin@svdesign.com Page 1 Of 1 ® FORTE ® MEMBER REPORT Level, Floor:Drop Beam PASSED 2 piece(s) 2 x 8 Southern Pine No. 1 Overall Length: Ur 1' 0 0 9'6' Q All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. DeSI A Results Actual®Location Allowed Result LEE Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1087 @ 2" 4463(3.50") Passed(24%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 893 @ 10 3/4" 2538 Passed(35%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:Residential Moment(R-Ibs) 2561 @ 5'1/2" 2738 Passed(94%) 1.00 1.0 D+ 1.0 L(All Spans) Building Cade:IBC Live Load Dell.(In) 0.200 @ 5'1/2" 0.244 Passed(L/585) -- 1.0 D+ 1.0 L(All Spans) Design Methodology:ASD Total Load DeFl.(In) 0.287 @ 5'1/2" 0.488 Passed(L/407) -- 1.0 D+ 1.0 L(All Spans) • Collection criteria:LL(U480)and TL(L/240). • Bracing nu):All compression edges(top and bottom)must be braced at 7 7"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. •Applicable calculations are based on Nos. ...... Bearing Le per `Loads to Supports(Ibs) Supports To Available Required Dead F"r 18i Total Accessmies 1-Stud wall-SPF 3.50" 3.50" 1.50" 330 756 1086 Blocking 2-stud wall-SPF 3.50" 1 3.50" 1.50" 330 756 1086 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. Tributary Deatl Fbor the Loads Loratlan Width (0.90) (1.00) comment: 1-Unitohm(PBF) 0 to 10'1" S. 12.0 30.0 Residential-Living Areas Weyerhaeuser Notes ((yJ SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the slang of its products will be In accordance with Weyerhaeuser product design criteria and published design values `err Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.mm)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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 Kamer is responsible to. assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-path certified W sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For mment code evaluation reports refer to http://.w.woodbywy.mm/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/11/2016 10:33:57 AM Paul Muldoon Forte v5.0, Design Engine:V6.4.0.40 Siemasko+Vcd,ndge (978)927-3745 svadmin@svdesign.com Page 1 Of 1 - ig F O R T E ® MEMBER REPORT Level,Floor.Drop Beam PASSED 2 piece(s) 2 x 6 Southern Pine No. 1 Overall Length:6'77" 0 0 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. ,Design Results Actual 0 Location Allowed Result LDF Load:Combination(pattern) System:Floor Member Reaction(Ibs) 950 @ 6'7 1/2" 2543(1.50") Passed(37%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 815 @ 6'2" 1925 Passed(42%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1534 @ 3'4 3/4" 1702 Passed(90%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC LWe Load Deft.(in) 0.128 @ 3'4 3/4" 0.161 Passed(L/606) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Deft.(In) 0.173 @ 3'4 3/4" 0.323 Passed(L/448) -- 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(U480)and TL(1-1240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'7 1/2"o/c unless detalled otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. - •Applicable calculations are based on Nos. Bearing Length Loads to Supports(Ibs) Supports Total A, Live Required Dead Floor Total Accessories 1-Stud wall SPF 3.50" 3.50" 1.501, 1 260 739 999 Blocking 2-Hanger on 5 1/2"SPF beam 3.50" Hangerr 1.50" 1 269 766 1 1035 See note •Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. •At hanger supports,Me Total Bearing dimension Is equal to the width of the material that is supporting the hanger _ • 'See Connector grid below for additional information anti/or requirements. Connector Sim n Stron -Tie Conriectots - support Model Seat Length _ - TOP Nails Face Nails Member Nails Accessories.. 2-Face Mount Hanger Connector not found N/A N/A N/A N/A Tributary Dead Floor Uve Loads Location width (0.90) (1.00) Comments �I t-UnBorm(PSF) 0 to 6'11" 7'3" 10.0 30.0 Areas ntal-Living Areas Weyerhaeuser Notes _ &SUSTAINABLE FORESMNITIATWE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.Products manufactured at Weyerhaeuser facilities are third-parry certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.mm/servkes/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/10/2016 3:30:20 PM Paul Muldoon Forte v5.0, Design Engine:V6.4.0.40 Siemasko a Verbridgs (978)927-3745 svadmin@svdeslgn.com Page 1 of 1 ® F O R T E ® MEMBER REPORT Level, Floor. Drop Beam PASSED 3 piece(s) 1 3/4" x 7 1/4" 2.0E Microllarr@ LVL Overall Length: 1r 2• 0 0 to 7• � 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual O Lrrotion Allowed _.__ Rewrc_ LOF Loatl:[ombinetion(Pattern) System:Floor Member Reaction(Ibs) 1817 @ 2" 7809(3.50") Passed(23%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 1526 @ 10 3/4" 7232 Passed(21%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 4775 @ 5'7" 10672 Passed(45%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Der.(in) 0.219 @ 5'7" 0.271 Passed(L/593) -- 1.0 D+1.0 L(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.317 @ 5'7" 0.542 Passed(L/410) -- 1.0 D+1.0 L(All Spans) • DeBectlon criteria:LL(U480)and M_(U240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 11'2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bradng is required to achieve member stability. --" —"-- searing Led Btit "' Loads to Supports(Ibs) " Supports Total Asailable Required Dead Fluor Total Accessories Live1-Stud wall-SPF 3.50" 3.50" 1.50" 561 1256 1817 Blacking 2-Stud wall-SPF 3.50" 3.50" 1.5T 561 1256 1817 Blocking • Blacking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Lhe 'LOat(5 Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 W 11'2" TV 12.0 30.0 Resdental-Living Areas Weyerhaeuser Notes _. _ l SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related W the software.Refer to current Weyerhaeuser Iterative for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended W droumvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer is responsible W assure that this calculation Is compatible with the overall pmJed.Products manufactured at Weyerhaeuser fadlities are third-parry certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For curent code evaluation reports refer to hfp://www.woodbywy.mm/s ,imsjs_CodeRepons.aspx. The produd application,Input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/9/2016 4:03,37 PM Foul Muldoon Forte v5.0, Design Engine:V6.4.0.40 Siemasko+Verbridge (978)927-3745 svadmin@svdesign.corn Page 1 Of 1 'a F O R T E e MEMBER REPORT Level, Floor.Flush Beam PASSED 3 piece(s) 1 3/4" x 7 1/4" 2.0E Microllam@ LVL Overall Length: 11'•11" 0 0 I� f L t1'4" L 1❑ Q All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual o Location _ uiowm Result LOF Load:Combination(Pattern) I System:moor Member Reaction(Ibs) 1504 @ 3 1/2" 5906(1.50") Passed(25%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 1447 @ 10 3/4" 7232 Passed(20%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 6804 @ 5'9" 10672 Passed(64%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load DeFl.(in) 0.280 @ TV 0.283 Passed(L/486) -- 1.0 D+1.0 L(All Spans) Design Methodology:Aso Total Load Dell.(in) 0.419 @ 5'9" 0.567 Passed(L/325) -- 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/480)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 11'4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. .._... . . _..Bearing Length "-`Loads to supports(Ibs) Supports Total Available Required Deatl FloorI Live Total Accessories 1-Hanger on 7 1/4"SPF beam 3.50" HangeO 1.50" 513 1 1016 1529 See note' 2-Hanger on 7 1/4"SIT team 3.50" Hangerr 1.50" 491 1 970 1461 See note' •At hanger supports,the Total scanning dimension is equal to the width of the material that is supporting the hanger • r See Connector grid below for additional information and/or requirements. Connectore Simson' strop -Tie Connectors SUDport Model Seat Length Top Nails Face Nails Member Nails_.. Aaessorim 1-Face Mount Hanger Connector not found N/A N/A N/A N/A 2-Face Mount Hanger Connector not found N/A N/A N/A N/A Tributary Dead Floor Live Loads Location Width _ (0.90) (1.00) Comments 1-Undorm(PSF) 0 he 11'11" 2' 12.0 30.0 Residential-LNIng Areas 2-Point(to) TV N/A 598 1271 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE 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.Refer to anent Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Bloddng Panels and Squash Blocks)are not designed by this 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.Produces manufactured at Weyerhaeuser facilities are third-parry certified to sustainable totes"standards.Weyerhaeuser Engineered Lumber Produce; have been evaluated by 1CC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://..woodbywy.corn/w ims/s_CodeReports.aspx. The product application,input design leads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/11/2016 10:24:44 AM Paw Muldoon Forte v5.0, Design Engine:V6.4.0.40 Siemasko+Verbridge (978)927-3745 svadmin@svdesign.com Page 1 Of 1 ® F O R T E MEMBER REPORT Level, Floor:Drop Beam PASSED 3 piece(s) 2 x 8 Southern Pine No. 1 Overall Length: 11'3' + 0 0 10'B" ❑1 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual®Lo®Non Albwetl Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1564 @ 3 1/2" 3814(1.50") .Passed(41%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 1387 @ 10 3/4" 3806 Passed(36%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 4171 @ 5'7 1/2" 4106 Passed(102%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC Live two Dell.(in) 0.242 @ 5'7 1/2" 0.356 Passed(L/529) -- 1.0 D+ 1.0 L(All Spans) Design Methodology:ASD Total Load DeN.(inj 0.374 @ 5'7 1/2" 0.533 Passed(L/343) -- 1.0 D+ 1.0 L(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). • Bracing(W):All compression edges(top and bottom)must be braced at 6"o/c unless detailed otherwise.Proper attachment and positioning of lateral trading Is required to achieve member stability. •Applicable calculations are based on Nos. ,..., .a ... Bearing Le gth _—.._.._ LoadsW supports(ms),........ ._.,.... .--. 1�+PPorts Total Available Reguired Dead Vie` Total Accessories 1-Hanger on 7 1/4"SPF beam 3.50" Hangerr 1.50" 578 1069 1647 See note 2-Hanger on 7 1/4"SPF beam 3.50" Hangers 1.50" 578 1069 1 1647 See note' •At hanger supports,the Total Bearing dimension is equal to the width of the material that Is supporting the hanger • 'See Connector grid below for additional information and/or requirements. (Connect�r Sit m sonS#ron -Tie Connectors' - support Model seat Length Top NaOs Face Nails Member Nails Accessories 1-Face Mount Hanger Connector no[found N/A N/A N/A N/A 2-Face Mount Hanger Connector not found N/A N/A N/A N/A Tributary Dead Floor Lire 'Loads Location W Ink (0.90) (1.00) Comments Resid 1-Uniform(PSF) 0 to 11'3" 9'6 Areas " 10.0 20.0 tlal-Living Areas Weyerhaeuser Notes .. _ _ - SUSTAINABLE FORESTRY INITIATIVE 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.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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 ululation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by 10C ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://--.woodby.y.com/services/s_CodeRepurts.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/10/2016 1:40:22 PM Paul Muldoon Forte v5.0,, Design Engine:V6.4.0.40 Siemasko+Verbridge (978)927-3745 svadmin@svdesign.com Page 1 Of 1 Era` F O R T E ® MEMBER REPORT Level,Floor:Drop Beam PASSED 1 piece(s) 6 x 10 Douglas Fir-Larch No. 1 Overall Length: 14' a a p 0 13'S' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Alrowetl Result LDF Loan:Combination(Pattern) _ _i system:nook Member Reaction(Ibs) 1796 @ 13'8 1/2" 5156(1.50") Passed(35%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 1586 @ 12'11" 5922 Passed(27%) 1.00 1.0 D+ 1.0 L(All Spans) Bulking Use:Residential Moment(Ft-Ibs) 6080 @ 6'11 1/4" 9307 Passed(65%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC Live Load DeFl.(in) 0.241 @ 6'11 1/4" 0.451 Passed(L/675) -- 1.0 D+ 1.0 L(All Spans) Design Methodology:Aso Total Load DeFl.(in) 0.355 @ 6'11 1/4" 0.677 Passed(L/458) -- 1.0 D+ 1.0 L(All Spans) • Deflection criteria:LL(L/360)and TL(IJ240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'8 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to Boll member stability. •Applicable calculations are based on NDS. Bearing LertgN Loads to supports(Ibs)`._... .. Supports Total Available Required Dead loor FLive Total Accessories 1-Stud wall-SPF 3.50" 3.50" 1.50" 591 1249 1840 Blocking 2-Hanger on 9 1/2"SPF beam 3.50" HangeP 1.50" 598 1 1271 1869 See note' •Blacking Panels are assumed to tarty no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension Is equal to the width of the material that Is supporting the hanger • 'See Connector grid below for additional informatbn and/or requirements. Connector:Simpson Stron -Tie Connectors Suppor! Model Seat Length _Top Nails Face Rails Member Nails Accessa les 2-Face Mount Hanger Connector not found N/A N/A N/A N/A Tributary Dead Floor Live Loads Local width (0.90) (1.00) comments 1-Uniform(PBF) 0 to 14' 6' 12.0 30.0 Residential-Living Areas I Weyerhaeuser Notes _. (2y7SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the slang of its products will be In accordance with Weyeraeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer W current Weyerhaeuser literature for installation details. (www.wo dbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are rot designed by this 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 ovemll pmlect.Products manufactured at Weyerhaeuser facilities are third-party canned to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.tom/smimgs_CodeReports.aspx. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/11/2016 10:07:17 AM Pam Muldoon Forte v5.0, Design Engine:V6.4.0.40 Siemasko+Verbridge (978)927-3745 svadmin@svdesign.com Page 1 of 1 w •® F 0 R T E @ MEMBER REPORT Level Free Standing Post PASSED 1 piece(s) 3 1/2" x 3 1/2" 1.8E Parallam@ PSL Post Height:8'6" • Design Results Actual Allowed Result LDF Load:Combination Slenderness 29 50 Passed(58%) -- - Compression(Ibs) 4905 10322 Passed(48%) 1.00 1.0 D+1.0 L Base Bearing(lbs) 4905 9188 Passed(53%) -- 1.0 D+1.0 L Bending/Compression 0.52 1 Passed(52%) 1.00 1.0 D+1.0 L • Axial load eccentricity for this design is 116 of applicable member side dimension. • Applicable calculations are based on NDS. Supports_ Type Material Member Type:Free Standing Post Base I Beam Microllamp LVL Building Code:IBC __ T. Max Unbraced Len tll _ Comments Design Methodology:ASD Full Member Length No bracing assumed. Dmleng is concaaaka/ ._._.__..... .. .... .. _—_ -__._. _— Dead Floaor_Litre Vertical Load _ -(o.00) (1.00) Comments '. 1-Point(Ib) 1641 3264 .Weyerhaeuser Notes _ -._... - (2y)SUSTAINABLE FURMW INITMTNE Weyerhaeuser warrants that the siting of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Yv Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to tvment Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to _ dreumvent 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.Products manufactured at Weyerhaeuser facilities are third-parry certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.mm/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/11/2016 10:31:24 AM Paul Muldoon Forte v5.0, Design Engine Ver:V6.4.0.40 Siemasko+VdM,,dge (978)927-3745 svad min@svdesign.com Page 1 of 1