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HomeMy WebLinkAboutBuilding Permit #604-14 - 299 DALE STREET 2/24/2014TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: "" Date Receivedro 14 Date Issued: L O TANT: Applicant must complete all items on this page LOCATION Print: PROPERTY OWNER �i1l� 0 t 1->z 2:) Print 100 Year Old Structure yes no MAP NO: q PARCEL:. ZONING DISTRICT: i Historic District ye no Machine Shop Villaqe yes no .TYPE OF IMPROVEMENT. PROPOSED USE Reside Non -Residential ❑ New Building ne family ❑ A tion 0 Two or more family El Industrial Iteration No. of units: ❑ Commercial ❑ Repair, replacement 0 Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑ Well ❑ Floodplain ❑ Wetlands ❑ Watershed District ❑ Water/Sewer /ut� DESCRIPTION OF wUXM i U tit rtrcrUM1111tu: —T Identification Please Type or Print Clearly) OWNER: Name:.H(I(= zL)QkiS6 7/E c a a ri c - /r Phone: `� 1 Address: �'I L -t CONTRACTOR Name: O t-p�„YL/��Ze l"� Phone: �'� SS Address. b V zu A Supervisor's Construction License: CS ba `7 �S .y Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER A) / Phone: Address: Reg. No FEE SCHEDULE: BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ 14 I 66 — FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with nregistered contractors do not have acces Aeu y fund Signature of Agent/Owner Sig11ature of contractor Plans Submitted LJ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TOWN OF NORTH ANQ*ER Certificate of Occupancy $ Building/Frame Permit Fee �a�6p Foundation Permit Fee $ Other Permit Fee TOTAL $ Check # 27314 Building Inspector Location No�, 4,L/ r Date,) TOWN OF NORTH ANQ*ER Certificate of Occupancy $ Building/Frame Permit Fee �a�6p Foundation Permit Fee $ Other Permit Fee TOTAL $ Check # 27314 Building Inspector Plans Submitted . '.PlansWaived-❑ .Certified Plot Plan ElStamped Plans El ;TYPE OFSEW—ER-AGEDISio,sALL- ` Public Sewer L"J Tanning/MassageBodyArt ❑ .. .Swimming Pools ❑ Well ❑ Tobacco.Sales -.❑ Food Packaging/Sales ❑ Private (septic tank, etc:. ❑Permanent Dempster on Site El THE. FOLLOWING SECTION'S FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM -- _:.-,DATE REJECTED DATE:APPR.OVED PLANNING & DEVELOPMENTS ❑ ❑ COMMENTS CONSERVATION COMMENTS Reviewed on cH l l I 1 q - /JO e I<petiw11S;, 0j" - Nfl 0k�c�o. 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 Tow2 Engineer: Signature: Located 384 Osgood Street FIRE DEPAktM.L-NT Temp Durhp`ster on site yes no Located"at*124.Mair, Street: Fire'Departrnerit signatu`-eldate - COMMENTS - 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 DANGERZONE LITERATURE: Yes No MGL -Chapter -166 Section 21A 5F and G min.$10041000 fine NOTES and DATA — (For deaartment use) Doe.Building Permit Revised 2010 L eJ z z gz� 4-b tc�- --RIM ® Notified for pickup - Date Doe.Building Permit Revised 2010 Building Department The fdto. is a list of the required .forms to be filled out for the. appropriate permit to`.be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑.; B(Ading Permit Application o .Workers Comp Affidavit Li Photo Copy Of H.I.C. And/Or' C. S. L.: Licenses o Copy of Contract ❑ Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products NOTE: All dumpster..permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks o Building Permit Application a Certified Surveyed Plot Plan ❑ Workers Comp Affidavit Li Photo Copy of H.I.C. And C.S.L. Licenses o Copy Of Contract o Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy Compliance Report (If Applicable) Li Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) o Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses o 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 ❑ Engineering Affidavits for Engineered products NOTE: 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 apn%,al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm.+.ted with the building application Doc: Doe.Builjing Permit Revised 2012 I I to V814 I Lei Jr Unneff STRUCTURAL ENGINEERING SERVICES 29 March 2014 Structural Engineering Inspection Report — Engineered Lumber Inspection 299 Dale Street, North Andover, MA Prepared for: GWI Design Build PO Box 248 North Andover, MA A framing inspection was performed at the above referenced address for the purpose of verifying that the engineered framing is in accordance with the sealed construction documents and 780 CMR, the Massachusetts State Building Code with reasonable and acceptable construction tolerances. It was determined that the engineered framing was installed in accordance with the plans and meets or exceeds the requirements of 780 CMR, the Massachusetts State Building Code. It is recommended that the rough framing portion of the building permit not be held up. It should be noted that Structural Solutions does not intend this letter to approve in anyway non-structural items (e.g. egress, fire -blocking, fire -stop, insulation, etc...) but to validate engineered structural items only. Please do not hesitate to contact me directly with any questions, comments or concerns regarding the information contained herein. ncerely, Andrew radshaw, PE Owner Structural Solutions Andrew S. Bradshaw, PE 107 King Street, Littleton, MA 01460 Enter construction cost for fee cal - North Andover Fee Cakulafion Construction Cost $ 483000.00 m $ - $ 576.00 Plumbing Fee $ 72.00 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 72.00 Total fees collected $ 820.00 299 Dale Street 604-14 on 2/24/14 New room and bath over garage EA: ri L C 0 cc O yJ Cc �. _ W Q w N V Q. yI y• CLQjr�4 �-mow:E14 : o 046 � 01- ;.3-0. Ao " 3 Cc Q• J Q N � � L N _ •a O _ CO V C t Q N d • = as z - A + o_ c r • � mn •N :- 3 CDo~L Q ccsy•to F— t� O c _ Q i cc •a CD H ,� � d •C� m co W C 'C +�+ O O uu LL •2 W C •Q. L o • ++ts = W E VN i (� G1 0-0 d F, cn Q d •� C N .0 O 1- t Z 0-00 J LLI CL z xO W U H Cl) W az �i N Z-: Z.- W O Q� L 0 O W C Cocn G N Q Q t S C p A� G) wW, L O cc O C. a C - t Q t V J � .a �C- o moww,, c W c) � Rf = •r }� A i c CL x O z C9 W a G a a 2 W x G Z (/) z N z U a a~C LL. z J Q {A z Q a U W a C9 Q� ca w O m N d W W ti N m C y cu Y > N u m 'p L T G1 C L L u L Z N a• N "a+ C j O Ef0 L C j (0 O C j � (d O N C j (O O C ` y 7 yJ O LL {n LL d' U LL w I.1 1' N L. K ll. m N N C 0 cc O yJ Cc �. _ W Q w N V Q. yI y• CLQjr�4 �-mow:E14 : o 046 � 01- ;.3-0. Ao " 3 Cc Q• J Q N � � L N _ •a O _ CO V C t Q N d • = as z - A + o_ c r • � mn •N :- 3 CDo~L Q ccsy•to F— t� O c _ Q i cc •a CD H ,� � d •C� m co W C 'C +�+ O O uu LL •2 W C •Q. L o • ++ts = W E VN i (� G1 0-0 d F, cn Q d •� C N .0 O 1- t Z 0-00 J LLI CL z xO W U H Cl) W az �i N Z-: Z.- W O Q� L 0 O W C Cocn G N Q Q t S C p A� G) wW, L O cc O C. a C - t Q t V J � .a �C- o moww,, c W c) � Rf = •r }� A i c CL Gerard E. Welch Designer and Builder of Distinctive Homes Custom Woodworking Mass Construction Supervisor Lic. # 7864- Mass Home Improvement Registration # 127552 P. O. Box 248, No. Andover, MA 01845 (978) 771-5891 Proposal Date: Dec 15, 2013 Submitted to: Michael & Debbie Chittick 299 Dale St North Andover, MA 01845 Designer: Gerard E. Welch Start Date: Jan 15, 2014 Finish Date: Approx 8 weeks We hereby submit specifications and estimates for a Family room and bath over the existing Garage. Design and Draft Architectural and Structural plans for Building Permit submittal. Apply for Obtain Building permit from Town (Owner to supply plot plan) Remove existing roof over garage and dispose of Debris. Frame new Family room and bath room with TGI floor trusses, 3/4 T&G Advantech plywood sub floor, 2x6 exterior studs, 2x8 Ceiling joists, 2x10 rafters and 1/2 "zip system wall and roof sheathing. Build staircase from existing living room up to new family room. Install new Vinyl Clad energy star windows Install Roof and siding to match existing house. Exterior paint to be done by owner. Install plumbing for new bath with walk in fiberglass shower, one water closet and one Under mount vanity sink. Vanity, Faucet, mirror, TP holder and Towel rack to be Supplied by owner Hot water baseboard heat to be installed and tied into existing boiler. Contractor's All electric to be installed per code. Six recessed lights and bath fan light combination to be installed. Owner to provide any decorative surface mount fixtures and vanity mirror light. One Cable TV and one Telephone outlet included. Insulate per energy star stretch code. Install gypsum board sheetrock, tape, sand and prime Install new window trim and baseboard to match existing. Install vanity and granite counter top supplied by owner Interior paint walls and trim as needed. (Colors to be selected by owner) Tile bathrooms floor (tile to be selected by owner, $4.00 per ft. allowance) Carpet family room floor. ($30.00 per yard allowance) Cleanup and Removal of all debris. TOTAL CONTRACT PRICE $48,000.00 Payments to be made as follows: Deposit $9600.00 Demo complete $9600.00 Frame Complete $9600.00 Mechanicals Rough $9600.00 Interior Paint $4800.00 Upon Completion $4800.00 * Exterior Paint work is not included at this time. We will provide this estimate at a later date. Signator / l / Date: Acceptance of proposal: The above price, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as sho n above. Owner's Signa a_� Date: f I t The Commonwealth of Massachusetts - Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Cont°actors/Electricians/Plumbers Applicant Information PIease Print Le 'bI Name (Business/Organization/Individual): r!" r A!'- �-- C_.. Address: 19 C v LO) 7`-,0 City/Stale/Zip: I�.� n t) hone l Are you an employer? Check the appropriate box: Type of project (required): 1. ❑ I am a employer with 4. ❑ I am a general contractor and I 6.. [] New construction employees (fall and/or part-time).* have Hired the sub -contractors 7. emodeling 2. ❑ I am a sole proprietor or partner- ship and'have no employees listed on the attached sheet. These -contractors have 8. E] Demolition working for me in any capacity. ers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. VWe are a corporation and its 10. ❑ Electrical repairs or additions required.] 3. ❑ I am a homeowner doing all work officers have exercised their right of exemption per MGL l I. [] Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roofrepairs . insurance re required.] t q I employees. [No workers' 13.❑ Other comp. insurance required.] 'Any applicant that checks box#1 must also fill outthe section below showingtheir workers' compensation policy information. T -Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. tContractors that check this box must attached anadditional sheet showing the name of the sub -contractors and their workers' comp. policy information. I am an employer that is providing workers' compensation insurance for my employees Below is the policy and job site information. Insurance Company Policy # or Self -ins. Lie. #: Expiration Date; Job Site 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 requiredunder Section 25A of MGL o. 152 can lead to the imposition of criminal penalties of 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. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of theAIA for insurance coverage verification. Ido hereby cert& of perjury that Lite information provided above is true and correct. Information and instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract ofhire,- express or implied, oral or. written." An employW is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a- deceased employer, or &e receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that "every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced -acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub -contractors) name(s), address(es) and phone number(s) along with their eertificate(s) of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. AIso be sure to sign and date the affi'idavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill, in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under "Job Site Address" the applicant should write "all locations in . (city or town)." A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. 'Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your.cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: `1'heaxx>oWealih oTasaacl?usPits ,Department Offndusiflal .Accidents Office ofJuvestigatons 6.00 Wash zz oa 8txeet Boston, MA 02111 Tel # 617-7-27-4900 oA 406 or 1-877-MASS.A.FF Revised 5-26-05 Fax # 617-727-7749 �rw�v.�xtass, gov�dia ® Boise Cascade r BC CALC® Design Report - US Build 2627 Job Name: Chittick Residence Address: 299 Dal St. City, State, Zip: North Andover, MA Customer: Code reports: ESR -1040 �i I ; � ti • Triple 1-3/4" x 24" VERSA -LANK@ ,Q'3100 SP Dry 1 span No cantilevers f l l.2 sjp File Nme;W,4 Descri tio►i:igns\RB01 S ecif r: Designer: L' Comp; Iny: Misc: Y Rogj Beam\RB01 Frill, January 31, 2014 I ,I BO 26-06-00 B1 Total Horizontal Product Length= 26 -05 -Oil 1 ' , Reaction Summary (Down / Uplift) (rbs ) Bearing Live Dead Snow Wind oogf Live ! BO, 5-1/2" 2,338/0 9,275 / 0.. Elf, 5-1/2" 2,338/0 9,275/0`' ` !' Livq, Dead Snow Wind �of Live Trib. Load Summary Tag Description Load Type Rej. start End 10011 90% lit Y2 . 18j* 1, 2#% 1 Standard Load Unf. Area (Ib/ft^2) L 00-00-00 26-06-00 10 Controls Summary value %Allowable Duration case �ccatlon Pos. Moment 72,411 ft -lbs 52.2% 115% 41" 13-03-00 End Shear 9,459 lbs 3414% 115% 4�. , '' 02-05-08 Total Load Deft. U433 (0.712") 41.6% n/a 4 13-03-00 Live Load Deft. U542 (0.569") 44.2% n/a 5,� ( 13-03-00 Max Deft. 0.712" 71.2% n/a 4 13-03-00 Span / Depth 12.9 n/a n/a r' ! 00-00-00 % Allow % Allow Bearing Supports Dim. L x W value Support Member Material BO Post 5-1/2" x 5-1/4" 11,613 lbs n/a 53.69/6 '; specified B1 Post 5-1/2" x 5-1/4" 11,613 lbs n/a 53.69/6„ Uospeicified Cautions For roof members with slope (1/4)/12 or less final design must ensure that pondlrip• in5(4bility will not occur. For roof members with slope (112)/12 or less final design must account for Ram-04j1}i�w surcharge load. 'i Notes Design meets Code minimum (U180) Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8" were ignored in the results. r Page 1 of 2 50. 14-00-00 bisc osur Comp etenesaaccuracy of input must be ve "ed b p, one who would rely on outpu s eIv one of suitability lar phn.t1cplar ' cqion. Output here based on huilaing q jt Accepted design prop sties an narysis methods. Insiq�4ion olu '' .ISE engineered wood pjrcdytytp In accordance with currof In a n. Guide and applicable builgiiig epdo1 'obtain Installation Guide or,ae;',c quest' Please call (8 (0)j3'2 p ore installationln\nBC CALC6, SO' "MER®, AJS-, ALLJ IS; d ;,IM BOARD- BCI® , 6015 Gt 1JLAN,��, SIMPLE FRAMING SYSTEM®, Vi A -LAM®, VERSA -RIM PLP0, VEp1 IM®, VE Ifft}-STR 0, VERSA-STUD®are tract ' arks,_4 se Cascade Wood Pir is L.L. ?i?j i T I (�►/SolseCascade Triple 1-3/4" x 24" VERSA.LAMO2.0 3100 SP Roof Beam\RB01 \T/ Dry 11 span I No cantilevers 10/12 slope Friday, January 31, 2014 BC CALL® Design Report - US Build 2627 File Name: 13454 Job Name: Chittick Residence Description: Designs1RB01 Address: 299 Dal St. Specifier: City, State, Zip: North Andover, MA Designer: Customer: Company: Code reports: ESR -1040 Misc. Connection Diagram a minimum = 2" c = 9-1/2" b minimum = 3" d = 24" e minimum = 3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails Page 2 of 2 �BoiseCascade Single 16" BC18 90S'2.0 Sir'" Jo:sstjoi Dry j 1 span I No cantilevers 10112 slope Monday, January 20, 2014 BC CALC@ Design Report - US 16 OCS ( Non -Repetitive ! Glued & nailed construction Build 2627 Fie Name: BC Job Name: Description: Designs\JO1 Address: 17 Pine St. Specifier: City, State, Zip: Pepperell .VIA Designer: Customer: Company: Code reports: ESR -1336 Msc: 2E -00-G0 Bo Bt -otal Horizontal Product Length = 28-00-00 Reaction Summary (Down! Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO. 4-1/2" 747/0 18710 B1. 4-1/2" 747/0 18710 Live Dead Snow Wind Roof Live OCs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (ib/ft^2) L 00 -CO -00 28-00-00 40 10 16 Disclosure Controls Summary Value /° Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 6.245 ft -lbs 47.9% 100`.%° 1 14-00-00 be verified by anyone who would rely on End Reaction 933 lbs 49.1% 100% 1 00-00-00 output as evidence of suitability for End Shear 908 lbs 35.6% 100`i° 1 00 04-08 particular application... Output here basad on building coee-accepted design Total Load Defl. U525 (0.626") 45.7% n/a 1 14-00-00 properties and analysis methods. Live Load Defl. 0656 (0.501 ") 73.2% n/a 2 14-00-00 Installation of BOISE engireered wood Max Deil. 0.626" 62.6% n/a 1 14-00-00 products must oe in accordance wth Span r' Depth 20.5 n/a nra D 00 -DO DO current Installation Guide and apf livable building codes. To obt2in insta lation -Guide or ask questiors, please call % Allow % Allow (80D)232-0788 before nstallation.\n\nBC Bearing Supports Dim. (L x W) Value Support Member Material CALCJ. BC FRAMER@ , AJST"', BO Wag/Plate 4-12" x 3-1/2" 933lbs n'a 49.1% Unspecified ALLJOISTC:, BC RIM BOARDT&' BCI@, B1 Wa.I/Plate 4-1/2" x 3-1/2" 933 lbs n,'a 49.1% Unspecified BOISE GLULAMT'^, SIMPLE FRAMING SYS I EMU'', VERSA-LAMO, VERA -RIM PLUS@ . V=RSA-RIM@, Notes VE RSA -STRAND@, VERSA -STUD@ are Design meets Code minimum (U240) Total load deflection criteria. trademarks of Buise Casuide `hood Design meets User specified (L/480) Live load deflection criteria. Products L.L.C. Design meets arbitrary ("') Maximum total load deflection criteria. Calculat ons assume Member is Fully Braced. Composite EI value based on 23/32" thick OSS sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8" were ignored it the results. nr of u, a v SuHEEL STRUCTURAL w k:lt'l :r'�l�Ys���t`�//r Page 1 of i kV Dry Double 1-314 x 16 VERSA -LAM® 2.0 3100 SP Floor Beam\FB03 Dry ( 1 span I No cantilevers 10/12 slope Monday. January 20. 2.014 BC CALC® Design Report - US Build 2627 File Name: 13454 Job Name: GWI - CHITTICK Description: Designs\FBC3 Address: 299 Dal St. Specifier: City, State, Zip: N.Anduver, MA Designer. Customer: Company: Code reports: ESR -1040 Misc: 2d•60.4C Ij BO 61 Total Horizontal Producl Length= 28-00-00 Reaction Summary (Down! Uplift) ( Ibs ) Bearing Live Dead Snow Wind hoof Live 80, 5-1/2" 1,275/0 594/0 131, 5-1/2" 1,238 / 0 581/0 Controls Summary Value %Allowable Duration Case Live Dead Snow Wind Roof Live Trib, Load Summary 100% 1 14-03-09 End Shear 1.720 lbs 16.2% Tag Description Load Typ Ref. Start _ End 100% 90% 1150/6 160% 125% 1 Standard Load Lint. Area (Ib/ft^2) L 00-00-00 28-00-00 40 10 01-04-00 2 Reaction from Desi... Conc. Pt. (Ibs) L 09-00-00 09-00-00 510 173 n/a 3 Reaction from Desi... Conc. Pt. (lbs) L 18-00-00 18-00-00 510 173 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 13.896 it -lbs 37.2% 100% 1 14-03-09 End Shear 1.720 lbs 16.2% 100% 1 01-09-08 Total Load Defl. L!418 (0.781") 57.4% nia 1 13-11-11 Live Load Defl. L/606 (0.539") 59.5% nia 2 13-11-11 Max Deil. 0.781" 78.1% n/a 1 13-11-11 Span / Depth 20.4 n/a n/a 0 00 0000 Allow % Allow Bearing Supports Dim (L x W) Value suppon Member Material BO Post 5 1/2" x 3 112" 1,869 Ibs n,a 12.9% Unspecified B1 Post 5-1/2" x 3-1/2" 1,819 lbs n/a 12.60/6 Unspecified Notes Design meets Code minimum (0240) Total load deflectier criteria Design meets Code minimum (L360) Live load deflection criteria. Design meets arbitrary (1 ") Maximum total load defection criteria. 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 Disclosure 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 voce -accepted design properties and analysis methods. installation of BOISE engireerad wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation W\nBC CALL'%, BC FRAMERO , AJS'm, ALLJOISTCR) , BC RIM BOARDTM, BCI®, BOISE GLULAMIM, SIMPLE FRAMING SYSTEMCS . VERSA-LAMO, VERSA -RIM PLUSCP- . VERSA -RIMS. VERSA: STRAND®. VERSA -STUD® are trademarks of Boise Cascade YJood Products L.L.C. Boise Cascade Double 1-314" x 16" VERSA -LAM@ 2.0 3100 SP Floor Beam\FB02 Dry j 1 span: No cantilevers 10112 slope Monday, January 20, 2014 BC CALCO Design Report - US Build 2627 File Name: 13454 Job Name: GWI - CHITTICK Description: Designs\FB02 Address: 299 Dal St. Specifier: Gity, State, Zip: N.Andover. MA Designer: Customer: Company: Code reports: ESR -1040 Misc: Connection Diagram b L— d i iZ,1 a minimam = 2" c = 12" b minimim = 3" d = 24" Member has no side loads. Connectors are: 16d Sinter Na is Page 2 of 2 �soiseCascade Double 1-3/4" x 16" VERSA -LAM@ 2.0 3100 SP Floor Seam\FB02 Dry I 1 span I No cantilevers 10/12 slope Monday. January 20, 2014 BC CALC@ Design Repert - US Build 2627 File Name: 13454 Job Name: GWI - CHITTICK Description: Designs\FB02 Address: 299 Dal St. Specifier: City, State. Zip: N.Andover, VIA Designer: Customer: Company: Code reports: ESR -1040 Misc: i 80 Tota' Horizontal Product Length = 05 -08 -UO Reaction Summary (Down i Uplift) (lbs) Bearin Live Dead Snow Wind Roof Live BD. 3-1/2" 510/0 173 .' 0 131. 3-1/2" 510/0 173 ; 0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref, Start End_ 100% 90% 115% 160% 125% 1 Standard Load Unt. Area (Ib/ft^2) L 00-00-00 05-08.00 40 10 04-06-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 818 ft -lbs 2.20% 100`.0 1 02-10-00 End Shear 291 lbs 2.7% 100% 1 01-07-08 Total Load Dell. U999 (0.002") n/a n/a 1 02-10-00 Live Loud Dell. U999 (0.001 ") n/a n/a 2 02-10-00 Max Dell. 0.002" n/a n/a 1 02-10-00 Soan / Depth 3.9 n/a n/a 0 00-00-00 q; Allow ° Allow Bearing Supports Dim. Lx W`_ Value Support Member Material 60 Post 3-1/2" x 3-f/2" 683 lbs n/a 7.4% Unspecified B1 Post 3-1/2" x 3-1/2" 683 lbs n/a 7.4% Unspecified Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (0360) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8" were ignored it the results. Page 1 of 2 Disclosure Completeness and accuracy of input must be verified by anyone who mould rely on output as evidence of suitability for particular application. Output here based on buiidino code -accepted design properties and analysis methods. InstaliaJon of BOISE engineered wood products must be in accordance with current installation Guide and applicable buildino codes. To obtain Installation Guide or ask eue5lions, please call (800)232-0788 before install ation.\n\nBC CALCOE,. BC FRAMER®, AJST" ALLJOISTn . BC RIM BOARD T''[, BCI®, BOISE GLULAMTh1, SIMPLE FRAMING SYSTEMTR), VERSA -LAM@, VERSA -RIM PLUSC . VEREA-RIM@, VERSA -STRAND,. VERSA-STUDe are trademarks of Boise Cascade Wood Producis L.L.C. (f,�!}Boise Cascade Doubie 1-3/4" x 16" VERSA -LAM@ 2.0 3100 SP Floor Beam\FBO1 �/ Dry 13 spans I No cantiievars 10/12 slope Monday.. January 20, 2014 RC CALCO Design Reoort - US Build 2627 File Name: BC Job Name: GW I - CHITTICK Description: Designs\FB01 Address: 299 Dal St. Specifier: City, State, Zip: N.Andover.. MA Designer: Customer: Company: Code reports: ESR -1040 Misc: Connection Diagram � 0 0 a a minimum = 2" c = 12" b minimum = 3" d = 24" Member has no side loads. Connectors are: 16d Sinker Nails Page 2of2 Boise cascade Double 1-3/4 x 1rVERSA-LAM® 2.0 3100 SP Floor 13eam\171301 Dry 13 spans 1 No cantilevers 10112 slope Monday. January 20, 2014 BC CALC® Design Report - US Build 2627 File Name: BC Job Name: GWI - CHITTICK Description: Designs\FB01 Address: 299 Dal St. Specifier_ City: State, Zip: N.Andover, MA Desicner: Customer: Company: Code reports: ESR -1040 Misc: I 60 10-0E-00 1 1 ;-oo-oo B2 Total Horizontal Product Length = 26-04-00 Reaction Summary (Down i Uplift) ( lbs ) Bearin Live Dead Snow Wind Root Live BO. 5-1/21' 1,754/850 478/0 1,17210 B1. 5-1/2" 5,366/0 2.367; D 4.920/0 B2. 5-1/2" 6;899 /0 3.607 i 0 6.859 / 0 B3. 5-1/2" 2,790/240 1,349/0 2,6641 0 Cautions Uplift of -373 lbs found at span 1 -'-eft. Notes Design meets Coee minimum (U240) Total load deflection criteria. Design meets Coce minimum (U360) Live load deflect on criteria. Design meets arbitrary (1") PJlaxfmum total load deflection crileft. 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 Live Dead Snow Wind Root Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115°i 160% 125% 1 Standard Load Unf. Area (Ib/ft"2) L 00-00-00 26-04-00 40 10 14-00-00 2 Unf. Lin. (Ib/ft) L 00-00-00 26-04-00 140 560 n/a Disclosure Controls Summary Value % Allowable Duration Case Location uomeleteness and accuracy of input must Pos. Moment 10,955 fit -lbs 25.5% 115`.0 17 21-06-10 be verified oy anyone who would rely on output as evidence of suitability for Neq. Moment -13,942 ft -lbs 32.4% 115`./. 25 15-04-00 particular application. Output here based End Shear 3,404 lbs 27.8% 115`./0 17 16-10-12 on building code -accepted design Cont. Shear 5,564 lbs 45.5% 115% 25 16-10-12 properties and analysis methods. Uplift -373 lbs n/a 100% 3 00-00-00 Installation of BOISE engineered wood Total Load Deft 0999 (0.08") nla n/a 17 21-01-02 products must be in accoroance with current Installation Guide and applicable Live Load Defl. 0999 (0.063") n/a n/a 52 21-00 05 buildinq codes. To obtain Installation Guide Total Neg. Defl. U999 (-0.013") n/a n/a 17 12-10-05 or ask questions, please call Max Defl. 0.08" n/a n/a 17 21-01-02 (800)232-0788 before installation.MMnBC Span ! Depth 8 rva n/a 0 00-0()_00 ALLJOISTO - BC R1 M BOA DT"'. BCI®, BOISE GLULA:b1TM, SIMPLE FRAMING 9b Allow % Allow SYSTEM), VERSA -LAM®,. VERSA -RIM Bearing Supports Dim (Lx WL value Support Member Material PLUS( &, VERSA-RIMU. BO Post 5-1/2" x 3-1/2" 2.672 lbs n/a 18.5% Unspecified VERSA STRAND@, VERSA STUD@ are B1 Post 5-1/2" x 3-1/2" 10,082 lbs n/a 69.8% Unspecified tracemarks of Boise Cascade Wood B2 Post 5-1/2" x 3-1/2" 13.925 lbs n/a 96.40/o Unspecified Products L.L.C. B3 Post 5-1/2" x 3-1/2" 5.439 lbs n/a 37.70/. Unspecified Cautions Uplift of -373 lbs found at span 1 -'-eft. Notes Design meets Coee minimum (U240) Total load deflection criteria. Design meets Coce minimum (U360) Live load deflect on criteria. Design meets arbitrary (1") PJlaxfmum total load deflection crileft. 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 Double 1-3/4" x 16" VERSA ­LAM@ 2.0 3100 SP Floor Beam\FB03 Dry span I No cantilevers 10/12 slope Monday, January 20, 2014 BC CALC@ Design Report - US Build 2627 File Name: 13454 Job Name: GWI - CHITTICK Description: Designs\171303 Address: 299 Dal St. Specifier: City, State, Zip: N.Andover, MA Designer: Customer: Company: Code reports: ESR -1040 Misc: Connection Diagram b d — -F a c a minimum = 2" c = 12" b minimum = 3" d = 24" Connection design assumes point load is top -loaded. For coinection design of side -loaded point loads, please consult a technical representative or professional of Record. Member has no side ;oads. Connectors are: 16d Sinker Na Is Page 2 of 2 s - Dept Im i¢ of D ablic. Safetv � .. g R.equlati-mf Stan g . Construction Sviier%icor License: CS -007864 a is ..r1.� GERARD E �KE.CH PO BOX 248 N ANDOVER MA��©1845 = . �L A A - 1104 . Expiration . Commissioner 04/18/2014 cl. 0 6 &"g-- b�) ej2zt ST �,AA ? 7 79- 1;114�"31�1 0 C 11 � V f7.B ryJ91//%7.d/2G/{GpGGf2 016A-1CLCt2.'a Office of Consumer Affairs & Business Regulation ME IMPROVEMENT CONTRACTOR egistration: 177832 Type: xpiration:.2/2/201,6_, Individual GERARD WELCH GERARD WELCH'aCa 19 COUNTY RD'--' _ ANDOVER, MA 01810 Undersecretary License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, MA 02116 Not valid without