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HomeMy WebLinkAboutBuilding Permit #584 - 56 SAVILLE STREET 3/20/2006 HORTPI ° : p TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION CHUSEt � Date Received: Permit NO: 1 Date issued: IMPORTANT: Applicant must complete all items on this page LOCATION S U� Ile Print PROPERTY OWNER �` L-1—C-- ' (� Print MAP NO.: � `'' PARCEL: ZONING DISTRICT: �-- TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential -New Building K One family Industrial 'J Addition E,Two or more family E.Alteration No. of units: G Rcpair, replacement G Assessory Bldg ❑ Commercial C] Demolition ! Moving(relocation) 7j Other C Others: _ J Foundation only DESCRIPTION OF WORK TO BE PREFORMED Identification Pl ET r Phone: OWNER: Name: �( Signature /i'e�� S' l G� ✓`'' Address: CONTRACTOR Name: "—A SLC �i?ti�Sed �`'e t,, Phone: _6v J yo S Address: /�% -- 1,1 � l r/ , � Jigs Supervisor's Construction License: �� Exp. Date: Home Improvement License: Exp. Date: �., 6r4 14,1 5Ys ARC HITECT/F,NGIN EER r/!/`l. -'� Name: Phone: ��� 7,1Z _G yy 9 Address: /�� /'lig c; ���v �; 1'/ J'!�1 Reg.No. FEE SCHEDULE:BULDING PERMIT.•$10.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON / $12.5.00 PER S.F. .2-?100©d 0S �e. v 6, Total Project Cost :$ d 60 x10.00=FEE:$ Check No.: Receipt Nod %(j TYPE OF SEWARGE DISPOSAL Tanning/Massage/Body Art J Swimming Pools ❑ Public Sewer Tobacco Sales Food Packaging/Sales C Well ❑ _ Pernianent Dumpster on Site i Private(septic tank,etc. i NOTE: Persons contra c ng w'h ut egis red co ra •tors do not have access to the gu inn Yl ui Signature of Agent/Own Signature of Co a Plans Submitted '� Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF- U FORM DATE REJECTED DATE APPROVED PLANNING &nDEVELOPMENT ❑ ❑ .Z IJ (, []Water Shed Special Permit ❑ Site Plan Special Permit ❑ Other COMMENTS �/b 71X1 44q)--! fit.. -7c mcvl c 49;61►!4, 4 DATE REJECTED DATE APPROVED CONSERVATIO R_aMk_j/(❑ f {� COMMENTS '(�� YI'LFT 4� Cwt ' 'lGf jY�. J11e.Q�'Vl�.✓`��"5 DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS "Zoning Board of Appeals: Variance, Petition No: X110 Zoning Decision/receipt submitted yes ��J Planning Board Decision: Comments Conservation Decision: (9k Comments (ZAr/Water&Sewer connection signature&date Temp Dumpster on site ye no ' Fire Department signature/date Building Permit Approved and Issued by: Building Setback (ft.) Front Yard Side Yard Rear Yard Required Provided Required Provides Required Provided 30 0 26 DIMENSION T Number of Stories:_ Total square feet of floor area,based on Exterior dimensions. Total land area,sq. ft.: / / NOTES and DATA—(f=or department use) Doc:INSPECTIONAL SERVICES DCPARI MLNT.BPP(.)RM05 CreatedJNIC hmn'00n r 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 ❑ Debris Removal Form ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work Addition Or Decks ❑ Building Permit Application ❑ Form U ❑ Surveyed Plot Plan ❑ Debris Removal Form ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) ❑ Building Permit Application ❑ Form U ❑ 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 ❑ Mass check Energy Compliance Report 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:INSPECTIONAL SERVICES DEPARTMENT:RPFORN105 k d Location No. if Date NORTH TOWN OF NORTH ANDOVER Oit.•o ,•,�•C 9 ' Certificate of Occupancy $ S3'-'0Ci , sACMUs<�' Building/Frame Permit Fee $ 7/0- y Foundation Permit Fee $ / lSr> • ,e Other Permit Fee $ TOTAL $ xJ • �i� Check # Building Inspector s ao.TM 4 / o a t ij, �• CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 584 (3/20/2006) Date: July 28, 2006 THIS CERTIFIES THAT THE BUILDING LOCATED ON 56 Saville Street MAY BE OCCUPIED AS Sinele Family Dwelling IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: RFACO LLC 46 Forest St Haverhill Ma 01830 f " Bui hing Inspector NORTH ,o t � . � Andoverown o , O 16" c4p i M1' orx dower, Mass., O COCNIC NEWICN 0RATED PN.?V1_ _ '4S E BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR L.L. THIS CERTIFIES THAT....... .......................................................... Foundation A Rough has permission to erect........................................ buildings on ..$.�.........5,l4.�/.I� .�........4.� � to be Occupied as............. Ch' e i p S lr� ... =16'nt. ........................................................................................:.. provided that the person accepting this per it KXspect conform to the terms of the application on file in 1~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. PLUMIYNG INSPECTOR / C_ VIOLATION of the Zoning or Building Regulations Voids this Permit. h/71 ..www- PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR pa&r UNLESS CONSTRUCTIO ^'TARTS. Rough ......... . . ...... .. Service UILDING INSPECTO C, C)ccupartcy Permit Required to Ocaipy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove i 7�L` G No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street Smoke — Ske Det. r 2 516 F SEE REVERSE SIDE i I t1ORTli -. Of,t�to rd"�'lr0 0 a Arta Oq+ o.wiwwcw 4 ��SSACHUS APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION Building- Permit# ADDRESS/LO ATION OF PR ERTY Map a e-pParcej Lot Number SUBDIVISION DATE REQUESTED FILED/READY FOR IN PECTI IN CLOSING DATE ON PROPERTY: �6 FIVE 5 DAYS NOTICE PRIOR TO CLOSIN ATEJS REQUIRED ALL WORK AND N-OFFS MUS BE MPLETED WITHIN THIS TIME FRAME. A RE- INSPECTION F OF TWENTY S $20.00) WILL BE CHARGED IF THE STRUCTURE GOES NOT ET ALL APP CODES. SIGNED ROUTING 1"�: UUt � CONSER`dATION PLANNING F DPW -WATER METER -f 7-07 SEWER/WATER CONNECTION '7 7—Z7 D� NOTE DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE CCUPANCY/INSPECTION REQUEST DPW nature File: OC form revised 2006 NORTH Town 'of Andover 0 10 No. S"g -_ _ _ CO, = dover, Mass., & cocH.Nrwic. OA?ATEDPPa` C7 BOARD OF HEALTH Food/Kitchen Septic System BUILDING INSPECTOR THIS C I ERTIFIES THAT....... 0................L.. ........................................................... Foundation has permission to erect........................................ buildings on ..,540........5 .......4tt................ Rough ... .............. ... . . . ....... . .. ..... .... . ..... .... . . . .. .. to be occupied as............ aspect.conform.to.t.h.a..term.s..of..the.application.p.I.kat.Wn..o.n..file in Chimney provided that the person acceptsthis...p-e--if-i M-Iiki:`n-eLvft...... Final 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 VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final ..00ww PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR Z?a&r UNLESS CONSTRUCTIO TARTS Rough Service UILDING INSPECT Final Occupancy Permit Required to Occupy Building GAS INSPECTOR 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. SEE REVERSE SIDE Smoke Det. Client#: 12885 ORANGE ACORD,. CERTIFICATE OF LIABILITY INSURANCE 01f27,�°"""' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Doherty Insurance Agency,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.O. Box 1985 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 21 Elm Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Andover,MA 01810 INSURERS AFFORDING COVERAGE NAIC# INSURED Orange Street Development,Inc INSURER A. Guard Insurance Company 1501 Main Street#49 INSURER B: Tewksbury,MA 01876 INSURER C: INSURER D: INSURER E: COVERAGES 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,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION ATE M ID DATE MMIDDIYY LIMITS GENERAL LIABIOrY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEDPREMISES ncej $ CLAIMS MADE F�OCCUR MED EXP(Anyone person) $ PERSONAL&AOV INJURY S GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMP/OP AGG $ POLICY PEO LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ (Fa accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO OTHER THAN EA ACC S AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR D CLAIMS MADE AGGREGATE $ S DEDUCTIBLE $ RETENTION $ S A WORKERS COMPENSATION AND ORWC600476 12/26/05 12/26/06 WC sTATu- orH- EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500,000 OFFCER/Mbeunder EXCLUDED? If yes.describe E.L.DISEASE-EA EMPLOYEE $500,000 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Covering Workers Comp for the insured CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town Of North Andover DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 'In DAYS WRITTEN Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO 00 SO SHALL North Andover,MA 01845 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZE ENT7NE ACORD 25(2001/O8)1 of 2 #M19920 p © ACORD CORPORATION 1988 CI Z ' 0 dBb : TO 90 LZ UeC The Commonwealth of Hassachusetts Department of Industrial Accidents Office of Investigations u 600 Washington Street Boston, MA 02111 WWW.mass.aov1dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name I13usiness/()t•gani/atiom/Indivi(dival): Address: /'s W&Sri j/ L City/State/Zip: Phone #: iof 111 V_ Are you an employer?Check the appropriatbox: Type of project(required): 1.F1 am a employer with 4. 1 am a general contractor and 1 6. [� New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. = E] Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for the in any capacity. workers' comp. insurance. q• ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their right of exemption per MGL I I.❑ Plumbing repairs or additions 3.❑ I atn a homeowner doing all work g p myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.]t employees. [No workers' 13.0 Other comp. insurance required.] `:any applicant that checks box#I must also till out the section below showing their workers'compensation policy information. 1 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 their workers comp.policy information. I am tin employer that is providing workers'compensation' insurancefor my employees. Below is the policy and job site information. /'0 4J S "u cc) Insurance Company Name:--- _/'/,/ ® >� W 6 �p�V l 26 Expiration Date: �� " Policy;k or Self-ins. Lic. #--F�� / -- p �� }. —�—f Job Site Address:-5P�f�l � / City/State/Zip: JV�I- 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$1,500.00 and/or - r imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a tine of up to$250.00 a d gainst tolator. Be advised that a copy of this statement may be forwarded to the Office of Investigations e DIA � urance coverage verificati r' thin the in ormation provided above i try a and correct. /do her cerci ' u� r Ilte pain nl pena 'es q/ e ry f p y p (� Si Date: �u Phone 0: O11ic•ial use only. Do not write in this area,no h vinrpleted by cite 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 S. Plumbing Inspector 6.Other Contact Person: Phone#: %le {o�n-»eareu�,ull� o��,i�a-raac�uaef�a BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 029340 Birthdate: 02/27/1960 Expires: 02/27/2006 Tr.no: 18394 Restricted: 00 RUSSELL F AHERN 73 W SHORE RD �Q MERRIMAC, MA 01860 Acting Cdfnmis4oner i x i i i { I I i e T Permit Number Mcheck Compliance Certificate Checked By/Date 2000 IECC REScheck Software Version 3.6 Release 2 Data filename: C:\Program Files\Check\REScheck\Milkstlotl85.rck PROJECT TITLE: CITY: North Andover STATE: Massachusetts HDD: 6322 - C CONSTRUCTION TYPE: Single Family WINDOW /WALL RATIO: 0.20 DATE: 10/16/05 DATE OF PLANS: 10/13/05 i PROJECT DESCRIPTION: Single Family Colonial DESIGNER/CONTRACTOR: P 0 Box 160 Merrimac Ma. 01860 PROJECT NOTES: COMPLIANCE: Passes Maximum UA=409 Your Home UA= 389 4.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimete! R-Value U-Facto UA Ceiling 1: Flat Ceiling or Scissor Truss 1260 30.0 0.0 44 Wall 1: Wood Frame, 16" o.c. 2033 13.0 0.0 127 Window 1: Vinyl Frame:Double Pane with Low-E 405 0.340 138 Door 1: Solid 78 0.270 21 Floor 1: All-Wood Joist/T russ:Over Unconditioned Space 1260 19.0 0.0 59 Furnace 1: Forced Hot Air, 92 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 3.6 Release 2 fii check) and to comply with the / /D /3 BOISE" Triple 1-314" x 9-112" VERSA-LAM® 2.0 2800 DF Floor Beam1F1304 BC CALCO 9.2 Design Report- US 2 spans I No cantilevers 0/12 slope Tuesday, February 07, 2006 10:03 Build 141 File Name: BC CALC Project Job Name: BEAM # 1--CIELING Description: F1304 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: i • • • v • • • v • • • v • • • • * v v v v • • v • • v r v • v • v • +► • v • • 15-04-00 10-08-00 1 B0, 1-3/4" B1,3-112" B2, 1-314" LL 2092 Ibs LL 5338 lbs LL 1532 lbs DL 1064 lbs DL 2883 lbs DL 546 lbs Total of Horizontal Design Spans=26-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 26-00-00 20 psf 10 psf 16-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 10102 ft-lbs 53.4% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -11417 ft-lbs 60.4% 100% 1 1 - Right be verified by anyone who would rely on End Shear 2729 lbs 28.8% 100% 14 1 - Left output as evidence of suitability for Cont. Shear 4061 lbs 42.9% 100% 1 1 - Right particular application.Output here based Total Load Defl. L/369 (0.498") 65.0% 14 1 on building code-accepted design properties and analysis methods. Live Load Defl. U534 (0.345") 67.5% 14 1 Installation of BOISE engineered wood Total Neg. Defl. -0.097' 19.4% 14 2 products must be in accordance with Max Defl. 0.498" 49.8% 14 1 current Installation Guide and applicable Span/Depth 19.4 n/a 1 building codes.To obtain Installation Guide or ask questions,please call Notes (800)232-0788 before installation. Design meets Code minimum (U240)Total load deflection criteria. BC CALC®,BC FRAMER@,AJST"" Design meets Code minimum (U360) Live load deflection criteria. ALLJOISTO,BC RIM BOARDT"' SCI®, Design meets arbitrary(1") Maximum load deflection criteria. BOISE GLULAMT"' SIMPLE FRAMING Minimum bearing length for BO is 1-1/2". SYSTEM@,VERSA-LAMO,VERSA-RIM PLUSO,VERSA-RIM@, Minimum bearing length for B1 is 3". VERSA-STRAND TM,VERSA-STUD@ are Minimum bearing length for B2 is 1-1/2". trademarks of Boise Wood Products, Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + L.L.C. 1/2 intermediate bearing Connection Diagram bd ,.. a c r a minimum =2" c= 5-1/2" b minimum = 2-1/2"d = 24" Page 1 of 1 BOISE" Quadruple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 2800 DF Floor BeamT1305 BC CALC®9.2 Design Report- US 1 span I No cantilevers 10/12 slope Tuesday, February 07, 2006 10:03 Build 141 File Name: BC CALC Project Job Name: BEAM #2--2ND FLR Description: FB05 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: 14-06-00 B0, 1-3/4" B1, 1-3/4" LL 2936 lbs LL 2936 lbs DL 1103 lbs DL 1103 lbs Total of Horizontal Design Spans= 14-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 14-06-00 30 psf 10 psf 13-06-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 14641 ft-lbs 58.1% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 3557 lbs 28.2% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/314 (0.554") 76.4% 1 1 output as evidence of suitability for Live Load Defl. L/432 (0.403") 83.3% 1 1 particular application.Output here based Max Defl. 0.554" 55.4% 1 1 on building code-accepted design Span/Depth 18.3 Na 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum (L/240) Total load deflection criteria. building codes.To obtain Installation Guide Design meets Code minimum (0 (8 360) Live load deflection criteria. ask questions,please call Design meets arbitrary(1") Maximum load deflection criteria. 00)232-o7aa before installation. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJSTM, Minimum bearing length for B1 is 1-1/2". ALLJOISTO,BC RIM BOARDTM BCI0, Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing + BOISE GLULAMT°" SIMPLE FRAMING SYSTEM1/2 intermediate bearing PLUS® ®ERSA RIM®,M®,VERSA-RIM VERSA-STRANDTm,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, +-I b I— —d L.L.C. a f • • • • • a minimum =2" c= 5-1/2" b minimum =2-1/2"d = 24" Member has no side loads. Connectors are: 1/2 in.Staggered Through Bolt Page 1 of 1 BOISE- Double 1-314" x 9-112" VERSA-LAM® 2.0 2800 DF Floor Beam1F1306 BC CALC®9.2 Design Report- US 1 span No cantilevers 0/12 slope Tuesday, February 07, 2006 10:02 Build 141 File Name: BC CALC Project Job Name: BEAM#3--2ND FLR Description: FB06 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: 11-00-00 B0, 1-3/4" B1, 1-3/4" LL 1162 lbs LL 1162 lbs DL 434 lbs DL 434 lbs Total of Horizontal Design Spans=11-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 11-00-00 30 psf 10 psf 07-00-08 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4389 ft-lbs 34.8% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 1345 lbs 21.3% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/691 (0.191") 34.8% 1 1 output as evidence of suitability for Live Load Defl. U949 (0.139") 37.9% 1 1 particular application.Output here based 1% 1 1 on building code-accepted design Max Defl. 0.191" 19. Span/Depth 13.9 1% 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum (U240)Total load deflection criteria. building codes.To obtain installation Guide Design meets Code minimum U360 Live load deflection criteria. (8 ask questions,please call 9 ( ) (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJST"' Minimum bearing length for B1 is 1-1/2". ALLJOIST®,BC RIM BOARDTm,BCI®, Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing + BOISE GLULAMTM SIMPLE FRAMING 1/2 intermediate bearing PLUSH VERSA R M®M®,VERSA-RIM VERSA-STRANDTM',VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, b d L.L.C. a t �~i c a minimum = 2" c= 5-1/2" b minimum = 2-1/2"d = 24" Member has no side loads. Connectors are: 1/2 in.Staggered Through Bolt Page 1 of 1 qk Subcontractors Liability Insurance W/C Insurance Southeast Construction Yes Yes J & S Connor Electric Yes Yes Viewpoint Construction Yes Yes T& D Vinyl Yes Yes Rooney Construction Yes Yes Anthony Rossi Yes No Scott 5 Yes Yes Frank's Heating Yes Yes J &J Heating Yes Yes Thompson Landscaping Yes Yes Hastings Yes Yes Eastern Garage Door Yes Yes Jones Boys Yes Yes i Diamond Paving Yes Yes i Merrimack Engineering Yes Yes Crack of Dawn Yes No JNR Gutters Yes Yes Shea/N.E,Concrete Yes Yes R.S.S Construction Yes Yes Senter Brothers Yes Yes Napolitano Marble &Granite Yes Yes Advantage Fireplace Yes Yes Larco Wallboard Requested new certificates, ones on file have expired Seekamp Environmental Requested new certificates, ones on file have expired Pistone Container Requested new certfiicates, ones on file have expired C&C Painting Requested new certificates, ones on file have expired Andover Consultants Yes Yes L& R Contractors Yes Yes