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HomeMy WebLinkAboutBuilding Permit #1289-2016 - 88 SAUNDERS STREET 6/9/2016 Af NORTF� \ C �T�en i61ti 444 4 (,P. BUILDING PERMIT TOWN OF NORTH ANDOVER ° p APPLICATION FOR PLAN E)(AMINA I ;L ^ b �* Permit NO: in � Date Received I �9SSACHUS t� Date Issued: I RTANT:Applicant must complete all items on this page LOCATION _ 9d 54aA1PeeS fT Print PROPERTY OWNER AyXr7 AM Print MAP NO: PARCEL: 7 ZONING DISTRICT: Historic District yesno Machine Shop Village yes .' no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building 90ne family O'Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: .e(Demolition ❑Other ❑Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer _ l b 7Or 77JD C�d/b0/4� ,(� Identification Please Type or Print Clearly) ` OWNER: Name: /// ,r P/iw Phone: 910 Address: CONTRACTOR Name: ----- Phone: 97J'-?d3-/776 ,Z19�QY 1i�[G4/C5CN Address: �– /�79 &Wsk2:�q 'fl, AVS1-i4,zo lyd - Supervisor's Construction Lice se: Exp. Date: �.s- a 9/3.�7 1- 12, 17 Home Improvement License: Exp. Date: /3�B 79 � Z7-/7 ARCHITECT/ENGINEER 0dT /d-11y e!, Phone: S1ilylr Address: Reg. No. FEE SCHEDULE:BOLDING PE!T:$12A0 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.WER S.F. Total Project Cost: $ 67,° C. FEE: $ PO4-7rrr-- Check No.: S( 4 Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner Signature of contractor k 0 Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSALA = PUL ;ewer )Q Tanning/Massage/Body Art ❑ Swarming Pools El Well ❑` Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dmmpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF d U FORM PLANNING & DEVELOPMENT Reviewed OnSi nature C� lb g COMMENT'S Iv CONSERVATION Reviewed on 9 / Signature c4l�� COMMENTS HEALTH Reviewed on Signature COMMENTS ft Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/Signature& Date Driveway Permit ]DPW'Town]Engineer: Signature: Located 384 Osgood Street FIRE�DEPARTMEN f - TempjDumpster on..site yes Locdted;at 1,24�Main Street Firetbep -ftmentµsignat are/date. . COMMENTS /BIZ,,, x) 26 Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$10041000 fine NOTES and DATA— (For department use) ® Notified for pickup Call Email Date Time Contact Name Doc.Buildin,;Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits Building Permit Application Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract 4, Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) 4; Building Permit Application 4- Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 Location b c- r1 1 No. \2 - 7 v1 _ Dates I • • TOWN OF NORTH ANDOVER Hl Certificate of Occupancy $ Building/Frame Permit Fee Foundation Permit Fee $ Other Permit Fee $=� TOTAL $ Check# Jrr r Building Inspector J�/ r 1 NORTH _ _ : :. .c ver ,,o h � ver, Mass,dude 9- Z cochic« «ew�c �1• 95 U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ............ BUILDING INSPECTOR ........ �.. ;..........�!n- ..... .......................... ................. ... .. ..... ..... . . has permission to erect bijildings on �0 .�J �! Foundation Rough to be occupied as .....1�. .. ... ........ ......` .......................................................................... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTR CTIO T S Rough Service . ...... ..... ..... ............................... Final B ILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz Rough Display in a Conspicuous Place on the Premises - Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. ropaacr Page Na. of Pages TALLAKSEN BUILDERS 179 Washington Street, i Topsfield, MA 01983 PROPOSAL SUBMITTED TO �1 PHONE Axe t r Z P � DATEat 1 1 /- STREET 90 I/- '4V--r - JOB NAME CITY,STATE AND ZIP CODE � aa!! // ,SOB LOCATION ARCHITECT DATE OF PLANS JOB PHONE We hereby submit specifications and estimates for. _.................----------___._.._.__ , z c �Al a fs�r-._..__. _....__.._.�.fir_.._..._._.._.-.._._......_._.,,� ......._... _ _ a . . . . Ec � a/ I . - ego __..._.._._.._.. _._._.._.._..._...._.__......, - - - _.._._. jifif .._................. _. - _ .._ _.........._.._........ Wr propegr hereby to furnish material and labor-complete in accordance with above specifications,for the sum of: Payment to be de as follows: ~�- dollars($—� )• C�� -Cl« ��f�0 �IY�Saec I(dr4d,C�t (p All material is guaranteed to be as specified. All work to be completed in a workmanlike Authorized manner according to standard practices.Any aftwation or deviation from above specifications Signature involving extra costs will be executed only upon written orders,and will become an extra charge over and above the estimate.All agreements contingent upon strikes,accidents or delays beyond our control.Owner to carry fire,tornado and other necessary insurance.our Note'4: 1-s propose)may tJe workers are fully covered by Workmen's Compensation insurance. withdrawn by us K not accepted within days. 0.CCePtantr of i3ropooal - The above prices,Specifications and conditions are satisfactory and are hereby accepted.You ate authof9zed to Signature do the work as specified.Payment will be made as outlined above. Date of Acceptance: ................. Signature The Commonwealth of Massachusetts Department of IndustrialAccidents I Congress Street Suite 100 Boston,MA 02114-2017 ww».mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information /�}GG<IXS"Fti „ U/� .�5 Please Print Legibly Name(Business/Organization/Individual): Address: /an r City/State/Zip: AoAsFi4zD a-- O/98& Phone#: Are you an employer?Check the appropriate box: Type of project(required): I.[!5/1am a employer with employees(fiill and/or part-time).* 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. []Remodeling my capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3.M I am a homeowner doing all work myself.[No workers'comp.insurance required]t 10 wilding addition 4.[:]]am a homeowner and wr71 be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole I LE]Electrical repairs or additions proprietor;with no employees. 12.Q Plumbing repairs or additions 5.a I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance? 14.[:]Other 6QWe are a corporation and its officers have exercised their right of exemption per MGL c. 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. �- Insurance Company Name: C�lLl T 1NS41," Policy#or Self-ins.Lic.#: 00 S��1//,7D 9 Expiration Date: 12/f Job Site Address: �� �6?U/ is lfi /l! M� ye/ //a ' City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify underthe pa' andpenaldes ofperjury that the information provided above is true and correct Signature- Date: t /6 Phone#: R,6 7— X36 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#- a��V CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD,YYYY) 2/25/2016 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 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 D M b Barara McDonough NAME: g Gilbert Insurance Agency, Inc. PHONE , (781)942-2225 � No:(781)942-2226 137 Main Street E-MAILss:bmcdonough@gilbertinsurance.com INSURERS AFFORDING COVERAGE NAIC A Reading MA 01867-3922 INSURER ANorfolk & Dedham Insurance 23965 INSURED INSURER B:Utica Mutual Ins. Co 25976 Gary Tallaksen, DBA: Tallaksen Builders INSURER C: 179 Washington Street INSURER D: INSURER E: Topsfield MA 01983 INSURER F COVERAGES CERTIFICATE NUMBER:15-16 MASTER 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. iNSR TYPE OF INSURANCE ADDL SU a POLICY NUMBER MOMS EFF MNOIIUDD EXP LTR LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO A CLAIMS-MADE ❑X OCCUR PREMISES EaENTED occurrence $ 50,000 ND-P-010148 12/20/2015 12/20/2016 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑PRO- [—]LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: JECT $ AUTOMOBILE LIABILITY MBINED SINGLE LIMfT (CEO accident $ ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS PROPERTY DAMAGE $ AUTOS NON-OWNED Per accident UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION PER OTH, AND EMPLOYERS'LIABILITY YSTATUTE ER ANY PROPRIETORIPARTNER/EXECUTIVE ❑N/A E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? B (Mandatory In NH) 4481667 12/21/2015 12/21/2016 E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached ff more space Is required) CERTIFICATE HOLPQL=ZZZCANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Coverage THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN CCORDANCE WITH THE POLICY PROVISIONS.. AUTH IZED REPRESENTATIVE /y�1 M Gilbert, CIC/LINDSE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 onumi r T1, t,'MAW/inert/l el Itr .rrc��t r lf. Office of Consumer Affairs&Business Regulation , HOME IMPROVEMENT CONTRACTOR I registration: 138879 Type: I`Expiration. 5/27/2017 Individual GARY P.TALLAKSEN GARY TALLAKSEN 179 WASHINGTON STREET a r^.-- a;. TOPSFIELD,MA 01983 Undersecretary f N v� Tim Massachusetts -Department of Public Safety . Board of Building Regulations and Standards Construction Siipei�isor License: CS-091337 i 4 Iti GARY P TALLAKOEN, `yr 179 Washington Uin(IL TOPSI+'IELD MA%Ol 17 1 Expiration # Commissioner 01117/2017 .:_.. 'kSSAC11 TTS DRI =s VER'S ` LICENSE 4A Ba END 4d NUMBER Q1.3 NONE '.$158.346$$ 008 ;aa o18 01.47-1 ,: r pE� 1s Bac M+ re 1Ni7 S09 G _. NONE - �L.�KSEN e GARP o� , a B 179 WASHINGTON ST TOPSFIELD,MIA 01983-1632 0006-07.2013 Rw07•5-2m —— S TALLAKSEN BUILDERS DESIGN/BUILD P.O. BOX TOPSFIELD, MA 01983 PH. 887-3386 ti 'I - - --- i O 0 0 ri Front PAPA JD SA UNDERS ST. 2 ° 5 - 16 ark 12 r 12 TWIN I� IL Uli � '� I KING ! F— --- I ware &ttoved _ ( I �upfiorf'Qr��/nl � Le��Y i 3 119, LVL 13 I O "y I � tI I , II PA PA I 90 SA UNDERS ST. Il F gl kl rg 1 ,y .3Q0,9n,07,3 3��17NN4C Z1 7/ ,vt�dS 7P P1 Z/Xz s1s�o� n ld gt IT oixZ-i '9 7 , P 7-7A7 / ,1{ NYdS �o �r o1 XZ SY3-t-v1 k � 1 FRbNT aF 17a05F I r RA F T ERS ( 2xlo A- o,G, IYAk. 5PhN /5 v I�ip -Q lex l�ry LVL FRONT"e �OdSF Y i FL OOP JOIST 2x to 16, O.G. Kv PAN 2 2x)0 2xro Li � �P�EL01J G�PAOF i E _ )ENCE 4 ' _ RF—A )WNTOWN OVERLAY LEGEND OT -7. ioi 11111111 jll I I I II SPK. SPIKE I I I 1 1 1 1 1 1 I I 1 I.R. IRON ROD W I 1 1 1 1 1 1 1 1 1 \ FD. FOUND I.R. PG. 161 1 I I I 1 1 1 1 1 I I \ l i i (FD.) I II I II 1 1 1 1 1 1 \\ Ile 49 e9 14" MAPL vNpERS M \ I \ I 1 1 1 1 1 I I I I I I \ 14" MAPLE \ \ \ \ \ \ \ \ \ \ \ \ 828 GPpO 40 `p•( / o\ ��\ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ �` \ F (7/3/2012) M / ' aLOT B \\ \NOZ ). 1988 �� X58 N 12, 100± S.F. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 4 ER ENVIRONMENTAL G, LLC (3/16/2016) -I'b q.4 0000 00 00 � / 60" MAPLE ��� \ \ \ \ 1 1 W \ \ / PROPOSED STRAW �� WATTLES EROSION o I \ 1 \ \ \ 1 , 104 , \ \ \ \ \ / CONTROL } \ \ \ \ I I I 1 \\\\ \ I I � 1 �\Qri I REgR 3p• � \ � I i � � II II 1 11 1 1 \ \ \ \ 11 QS�? POvg�S �1 / CCPR X 1 \ pFZ ON SO X3Q•, 1\ � II � I 1 11 11 \ �pipN�\\ \\ \\ \\ \ 1 69 28" MAPLE I I I I I I \ \ � 1 z / 00 \ \\ r RIVER BUFFER 1 1 1 1 1 f l l I I I I I I $, r o z \\ 1 `3°�• �o ../ I I I I I I I I ( I I I I I I I I I I L, . � m � I M Cascade Double 1-3/4" x 14" VERSA-LAM®2.0 3100 SP Simple Hip\SH01 Dry 1 span No cantilevers 2.8/12 slope May 9,201612:18:07 BC CALCC�Design Report Build 4516 File Name: BC CALC Project Job Name: Description: Designs\SH01 Address: 90 Saunders st Specifier: City, State,Zip:Andover, MA Designer: Customer: Yankee Pine Company: Code reports: ESR-1040 Misc: d 0 - - - - - - - - - - - - - - - d=15-00-00 A 21-02-09 o=00-00-00 BO 131 Total of Horizontal Design Spans=21-02-09 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO 733/0 1,875/0 B1 1,310/0 3,750/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Equivalent Load Trapezoidal (Ib/ft) L 00-00-00 0 0 n/a 21-02-09 159 530 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 20,829 ft-lbs 62.4% 115% 4 12-01-12 End Shear 5,009 lbs 46.8% 115% 4 21-01-11 Total Load Defl. U240(1.088") 74.9% n/a 4 10-11-01 Live Load Defl. U328(0.798") 73.2% n/a 5 10-11-01 Max Defl. 1.088" n/a n/a 4 10-11-01 Span/Depth 18.2 n/a n/a 0 00-00-00 Slope and Cut Length Slope Fascia Depth Horiz.Length Product Length Plumb Cut with Hanger to dbl.top plate 2.8/12 12-1/4" 21-02-09 22-00-13 Notes Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-15/16". Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. ®Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Simple Hip\SH01 Dry 11 span No cantilevers 12.8/12 slope May 9,201612:18:07 BC CALC®Design Report Build 4516 File Name: BC CALC Project Job Name: Description: Designs\SH01 Address: 90 Saunders st Specifier: City, State,Zip:Andover, MA Designer: Customer: Yankee Pine Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure b f d— Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application.Output here based on building code-accepted design c 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 a minimum=2" c= 10" (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALGO,BC FRAMER®,AJS- Bolts are assumed to be Grade A307 or Grade 2 or higher. ALWOISTO,BC RIM BOARD-,BCI®, Member has no side loads. BOISE GLULAM-,SIMPLE FRAMING Connectors are: 1/2 in. Staggered Through Bolt SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMS?, VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Floor Beam\F1301 Dry( 1 span No cantilevers 0/12 slope April 5,2016 16:19:27 BC CALC®Design Report Build 4516 File Name: BC CALC Project Job Name: Description:Designs\FBO1 Address: 90 Saunders St Specifier: City, State,Zip:Andover, MA Designer: Customer: Yankee Pine Company: Code reports: ESR-1040 Misc: 12-00-00 BO 1 B, Total of Horizontal Design Spans=12-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO 5,040/0 11,-6485/0 B1 5,040/0 1,548/0 Live Dead Snow wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 1600/a 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 12-00-00 40 10 12-00-00 2 Unf.Area(Ib/ft^2) L 00-00-00 12-00-00 30 10 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 19,765 ft-lbs 61.9% 100% 1 06-00-00 End Shear 5,422 lbs 45.8% 100% 1 01-00-12 Total Load Defl. U412(0.35") 58.3% n/a 1 06-00-00 Live Load Defl. 0538(0.267") 66.9% n/a 2 06-00-00 Max Defl. 0.35" 35% n/a 1 06-00-00 Span/Depth 12.1 n/a n/a 0 00-00-00 Notes Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Minimum bearing length for BO is 1-11/16". Minimum bearing length for B1 is 1-11/16". Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 2 Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Floor Beam\F1301 13C CALC®Design Report Dry 1 span No cantilevers 10/12 slope April 5,201616:19:27 Build 4516 File Name: BC CALC Project Job Name: Description:Designs\FB01 Address: 90 Saunders St Specifier: City, State,Zip:Andover, MA Designer: Customer: Yankee Pine Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure I b d Completeness and accuracy of input must be verified by anyone who would rely on a : : • output as evidence of suitability for o T o particular application.Output here based C on building code-accepted design ' properties and analysis methods. i • • Installation of Boise Cascade engineered e o 0 o wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" C=6-7/8" or ask questions,please call (800)232-0788 before installation. b minimum=3" d=24" e minimum=3" BC CALC®,BC FRAMER®,AJS-, ALLJOISTO.BC RIM BOARDTm.BCI®, Nailing schedule applies to both sides of the member. BOISE GLULAMTM+,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMS, Connectors are: 16d Sinker Nails VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C.