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HomeMy WebLinkAboutBuilding Permit #033 - 109 BLUEBERRY HILL LANE 7/25/2006 I N OF NORTH ANDOVER NORTh Al PLAN EXAMINATION 1,,T D "" IO : 70 s n O. Permi N t Received t �� Dae R e eiv e o Pay � Date Issued: 2� ss sE� ACHU IMPORTANT: Applicant (must complete all items on this page LOCATION d (`�J� u&—L0-r- l._.✓v • ©. ! ✓�b�o�/Q� PROPERTY OWNER ( �..y�ns �a�o-� /t r0"ibr•� L. Print MAP NO.: d d' 6 PARCEL: ZONING DISTRICT: TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑New Building XOne family ❑ Addition ❑Two or more family ❑ Industrial ,tKQlteration No. of units: KItepair, replacement ❑ Assessory Bldg ❑ Commercial emolition ❑ Moving(relocation) ❑Other ❑ Others: ❑ Foundation only DESCRIPTION OF WORK TO BE PREFORMED( t( �ew�oVe 2X5�Stww vl�n 42cK w�ce w�`l�� sLrecv`(���� Qcl� Identification Please Type or Print Clearly) OWNER: Name: ew�� ! 'w ' l roe-.L�.Q Q- Phone: -GEDS -S&22- Address: 0n � o_ AN, v V eA— Name: �r-ce�LLPhone: 71CONTRACTOR ' - Z7S Address: ((o /�� S v r \c L v*, 0.. O l ibc3 Supervisor's Construction License: 0 G (v 87s- ( Exp. Date: 8 /01 Home Improvement License: Z O S(Q 0 Exp. Date: l( 0 ARCHITECT/ENGINEER Name: Phone: `Z rel 2 3- 3 S�b 0 Address: i(a a-,--mss r- Reg. No. FEE SCHEDULE:BULDING PERMIT.•$10.00 PER$1200.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost S S0, (022 x12.00=FEE:$ Gt%' Check No.:1 �� Receipt No.: i Page W4 4 + i Location �v �^ L G � No. Date NpRTIy, TOWN OF NORTH ANDOVER F 9 • : Certificate of Occupancy $ MusE`A Building/Frame Permit Fee $ Foundation Permit Fee $ j'e Other Permit Fee $� TOTAL '$7 Check # f1 19272 Building Inspector i TYPE OF SEWERAGE DISPOSAL Swimming Pools ❑ Elg Public Sewer Tanning/Massage/Body Art Tobacco Sales ❑ Food`Packaging/Sales ❑ Well ' Permanent Dumpster on Site ❑ I Private(septic tank,etc. ❑ Electric Meter location to project NOTE: Persons contracting with nregiste d cont tors not have access to the guaranty fund �'�� Signature of Agent/Owner -� Signature of contractor 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 & DEVELOPMENT ❑ ❑ ❑Water Shed Special Permit ❑ Site Plan Special Permit ❑ Other I� COMMENTS �— TE REJECTED DATE APPROVED CONSERVATIO COMMENTS VJ DATE REJECTED DATE APPROVED LALTH ❑ ❑ N COMMENTS 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 Temp Dumpster on site yes—no— Fire Department signature/date Building Setback(ft.) Front Yard Side Yard Rear Yard Required Provided Required Provides Required Provided Dimension Number of Stories: Total square feet of floor area,based on Exterior dimensions. Total land area,sq.ft.: NOTES and DATA—(For department use) Page 3 of 4 Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 Created JMC.Jan.2006 i 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 ❑ Floor Plan Or Proposed Interior Work Addition Or Decks Building Permit Application tr Surveyed Plot Plan ❑ 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 ❑ 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 orspecial 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:BPFORM05 Pape.4 of 4 NORTH Town of No. o :Mw �. 033 = - �yy`(( Z = dover, Mass., • 2S 0(40 Y` Q - LAKE COC MIC ME WICK � DRATED pP*0 BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT... ..... OVI014......... ...lrow..b..r.� ......................................................................... Foundation has permission to erect........................................ buildings on...................�4. ......100L..b�. ..... l�i.�.l !�► Rough to be occupied as.> ...... ..:. . '�i! ... ���!1�..... ..... ........ '�i� Chimn y e provided that the person accepting this permit shal n every respect conform to the terms of the application on file in 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 ;DOJ�� PERMIT EXPIRES IN b MONTHS Final ELECTRICAL INSPECTOR UNLESS CONSTRU �T �'S Rough .... ..... Service .. .. .... .......... .. . ..... ...... .. BUILD PECTOR 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. CER77FIED PLOT PLAN PREPARED FOR: THOMAS & KAREN MOWBRIDGE AT Cal 109 BLUEBERRY HILL LANE t2, QN NORTH ANDOVER, MA. Qs NORTH ESSEX REGISTRY OF DEEDS: L.C. BK. 98 PG. 369 ASSESSOR'S MAP: GBG LOT 95 ZONING: R-J SCALE.•1"_�-50' DA 7E- JULY 14, 2006 0, PROPOSED WOOD DECK ol� 04 & PORC.1H TO REPLACE EXISTINC 26'xl2' DECK. N'l LOT 40 41,611 SF O Ci OF oma' F SN A21 S N0. 35770 L LANA PREPARED 8 K JOHN ABA GIS & ASSOMMS, PROFESSIONAL LAND SURVEYORS 9 BATTLIETT S7REET, NO 252, ANDOVER, MA. (978)-688-4899 JOB NO. 5421 CER77FIED PLOT PLAN PREPARED FOR: THOMAS & KAREN TROWBRIDGE AT 109 BLUEBERRY HILL LANE NORTH ANDOVER, MA. Z NORTH ESSEX REGISTRY OF DEEDS. L.C. BK. 98 PC. 369 A SSE SSOR'S MAP: 58C, LOT 95 ZONING: R-3 SCALE,• 1`50' DA TE: JUL Y 14, 2006 �r N / 1 z`1 t 1 f 1 PROPOSED WOOD DECK i & PORCH TO REPLACE ,�' EXISTING 26'x12' DECK. ;JIJ i '1 LOT 40 fj,2 �;,• N 41,611 SF. 1N o 0 �N OFAtISS J L A IS �o N0. 35773�p L LANO SJ PREPARED BY.- JOHN ABA GIS & ASSOCI,4 TES, PROFESSIONAL LAND SURVEYORS 9 BARTLETT STREET, NO. 252, ANDOVER, MA. (978)-688-4899 JOB NO. 5421 Roger Hobeika Associates,Inc. STRUCTURAL ENGINEERS - --- —-- --------- ------ ------ - -----... --- --- -------- 85 Main Street Watertown, Massachusetts 02472 phone 617.924.5257 fax 617.924.1481 July 11,' 2006 Archadeck 16 Adams Street Burlington,MA 01803 Att: Mr.Jim Finlay Re: 109 Blueberry Lane North Andover,MA Trowbridge Residence Ridge Beam at New Screen Porch Dear Mr. Finlay: We have reviewed the design for the ridge beam at the proposed screen porch. The 2-1 '/<x 9 '/2 LVL beam spanning 12'-0"is adequate to carry the roof loads. This letter pertains only to the ridge beam design. If you have any questions regarding this letter please do not hesitate to call. H Of ROGER oHOBEIKKAA STRUCTURAL Roger obeika,P.E. 0 9 No*28620 •r � c, c p �! P 4. 8TE SSS/ONAL RJH:an '°' i BOARD OF BUILDING REGULATIONS AS� ,� License: CONSTRUCTION SUPERVISOR 3 v Number: CS 066851 Birthdate: 08/21/1946 TYV, Expires: 08/21/2007 Tr.no: 1813.0 Restricted: 00 JAMES R FINLAY 2 WATERTOWN ST G- LEXINGTON, MA 02421 Commissioner -A 0/—XC C!'[3?FF/iFPOFPClI2fP,Cff1• a a.%`'�.(Pd:TIICJLFIdE Board of Building Regulations and Standards ~_ HOME IMPROVEMENT CONTRACTOR Registration: 138160 Expiration: 3/4/2007 Type: DBA ADVANTAGE DESIGN&CONSTRUCTION JAMES FINLAY 165 MIDDLESEX TURNPIKE _,, BEDFORD,MA 01730 Administrator ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MMlDD(YYYY) 5/02/2006 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The John M. Sullivan Insurance 781-449-9330 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P. 0. BOX 920047 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Needham, MA 02492 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. I I INSURERS AFFORDING COVERAGE _ NAIC# INSURED INSURER A.Penn America —~ Advantage Design and Construction, Inc. INSURER B Associated Employers Mutual dba Archadeck of Suburban Boston - 16 Adams Street wsuRER Burlington, MA 01803 INSURER. INSURER E '----- --------T-------- ---- - ---- 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. IN' R - - -- ---- -------...----...-- POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE IMMIDDIYYi DATE IMMIDDNYI OMITS A GENERAL LIABILITY PAC6574768 4/22/2006 4/22/20Q] EACH OCCURRENCE E 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurencel E 50,000 CLAIMS MADE ®OCCUR MED EXP(Any one person) E 1,000 PERSONAL 8 ADV INJURY E 1,000, GENERAL AGGREGATE E 2,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG E 1'000.000 PRO• t----- ------- POLICY LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT E (Ea accOent) ALL OWNED AUTOS -- SCHEDULED AUTOS BODILY INJURY(Per(Per Person) HIRED AUTOS i ------'--"'---- BODILY INJURY NON-OWNED AUTOS (Per accioeni) E PROPERTY DAMAGE ( E (Pe(a0wenl) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT E _ ANY AUTO OTHER THAN EA ACC E_ —_ AUTO ONLY AGG I E EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE _�$ OCCUR FICLAIMS MADE AGGREGATE DEDUCTIBLE-E E RETENTION E E B EMPLOY RKERS RS'UABITION AND WCC500443601200 4/15/2006 4/15/2007 _ WC _L"STAT ER_� - - - ANY PROPRIETOR/PARTNERIFXECUTIVE E EACH ACCIDENTE 500,000 OFFICER/MEMBER EXCLUDED? -- - ---- --- tt yes,desaIDe unEE der E DISEASE-EA EMPLOYE_ .500_000 SPECIAL PROVISIONS bebw OTHER E.L.DISEASE-POLICY LIMIT E 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION James Finlay SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION 165 Middlesex Turnpike DATE THEREOF,THE ISSUING INSURER WALL ENDEAVOR TO MAIL 10 DAYS WRITTEN Suite 165 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Bedford, MA 01730 IMPOSE NO OBLIGATION OR UABIUTY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPR ACORD 25(2001/08) �. ©ACORD CORPORATION 1988 9 C3 1BdC Contract# T THIS CONTRACT made and effective o the Jday of OK-0- 2,00 in the Town of Burlington and the Commonwealth of Massachusetts,by and between 4c �. (� i (purchaser's na (PURCHASER),at d `�lU t-�. LvA- eA— As s O S and (address and phone number) Advantage Design&Construction,Inc.dba Archa of Suburban Boston(BUILDER),for work to be performed at a g .L (the PREMISES)in accordance with the written terms and specifications of this CONTRACT(the WORK). THORK shall include th followin : Deck Scree d Porch ❑Sunroom U G ebo ❑Other I c C 2,.. Ll ��C t 1' c- cc c-e-- 1. BUILDER shall furnish the services and material for performance of the WORK on the PR escribed on the Design Proposal(s) (signed by PURCHASER and BUILDER)and numbered -31 � / and as specified on the Archadeck Specification Sheet(initialed by PURCHASER and BUILDER),each attached to and made a part of this CONTRACT,for and in consideration of the payment to BUILDER by the PURCHASER of $ for the WORK $ for oth describe) for a total of � (�, ro $ ��-�i=—� ( -JA dollars) together with any amounts set forth in any addenda he TOTAL CONTRACT SUM). est.start date 7 119 OU completion date/CP/_ 2. The TOTAL CONTRACT SUM shall be paid to BUILDER as follows- Down Down Payment(due at signing this CONTRACT)$ nn40-7 0 Progress ( ments: $ due on e.c��Ct, POy rQb/ : $ 'x.203 due on _ oc $ is 203. due on $ Jdue on substantial completion Z -7 Z of the work Down Payment by IJ Cash Check ❑Other l_�pL1L T 3. OTHER TERMS: 4. The Down Payment may be used to purchase material necessary for performance of the,WORK.BUILDER shall be entitled to final payment upon substantial completion of the WORK.The WORK is substantially complete when all items described in this CONTRACT have been constructed or installed. Substantial completion shall not include adjustment,repair,replacement or cleaning of any item so constructed or installed or final inspection by code official.PURCHASER shall be entitled to one punch list prior to final payment.Requests for adjustment,repair,replacement or cleaning of any constructed or installed item shall not be cause for delay of final payment,but rather shall be considered warranty items.After five business days from substantial completion, the unpaid balance of the TOTAL CONTRACT SUM may be subject to interest charges as allowed by applicable state law. PURCHASER acknowledges and agrees that this CONTRACT shall serve as the invoice for the TOTAL CONTRACT SUM and that no additional invoice will be provided to PURCHASER for any part thereof. 5. Modification to the WORK or CONTRACT will be made only when a written addendum describing such modification has been signed by both PURCHASER and BUILDER.There may be an additional charge for any changes. 6. The WORK will be warranted by BUILDER in accordance with the tetras of the Archadeck Warranty.Existing structures to which the WORK may be affixed to or interconnected are not part of the WORK and will not be covered under the Warranty.This Warranty is issued to and only applicable to the PURCHASER after payment in full of the TOTAL CONTRACT SUM.A sample Archadeck Warranty form is attached to this CONTRACT. 7. The WORK will meet or exceed the live load bearing capacity required by all applicable local codes,provided however, that installation of overweight deck accessories(such as,but not limited to,screened porches or spas)that are not disclosed as set forth below(1)may exceed the load bearing capacity of the WORK,(2)may lead to damage,and(3)will void the Archadeck Warranty. When overweight deck accessories are specifically identified in the CONTRACT (Disclosed Accessories), the WORK will be designed to accommodate Disclosed Accessories and the Archadeck Warranty shall be in force as to the WORK bearing such Disclosed Accessories, provided the use of the Disclosed Accessories corresponds to the part of the WORK that is designed to accommodate them. PURCHASER and BUILDER hereby specifically acknowledge the foregoing Archadeck Warranty limitations by the execution and delivery of this CONTRACT. 8. PURCHASER and BUILDER shall each have the right to cancel this CONTRACT without penalty or obligation prior to midnight of the third business day after the Effective Date of this CONTRACT. Upon cancellation of this CONTRACT within this three-business-day period BUILDER shall return to PURCHASER any consideration paid to BUILDER hereunder and PURCHASER shall return any material or drawings provided by BUILDER. In order to cancel this CONTRACT,PURCHASER or BUILDER shall send a written notice of cancellation to BUILDER or PURCHASER,as the case may be at the address for BUILDER or PURCHASER set forth in this CONTRACT within such three-business-day period. 9. This CONTRACT shall not be effective and binding upon BUILDER until countersigned by a duly authorized officer of BUILDER. ADDITIONAL TERMS ON BACK DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES PURC B ER: Advantage De n&Conswcti Inc. (Signature) ( natur (Print Name) I(PfintmeLNATURE: (Title if applicable) ER (Signature) (Signature) t (Print Name) (Print Name) (T e if applicable) 16 Adams Street,Burlington,Massachusetts 01803 Home Improvement Contractor's Registration Number 138160 cc-su('5) bite-Office Copy/Canary-Purchaser(countersigned)/Pink-Purchaser(at signing) Desisn by TfROUBRIDGE ade& Of CUSTO1"l PLAN 1OS 5lueberry Hill Lane Suburban Boston SCALE 1/4°-I'-0" =UroAhvized by hcha&ck, all rights North Andover, Ma aupricabon is a violation of all aWrcablc laws Job Now Trowbridge Address: 109 Blueberry Will Lane North Andover,MA 4' 10' 15' Customs S*db= Salm Rcpww t*ic Ken Brown Date (oA'Yb Contract Number 02- 4' Draftsman Jim Finlay_ PO CH 11' 15' T� � — _ �� s 4 I•I- - _ Dzip 16y wamhade& Trowbr i d e Residence of g Suburban Boston 109 51ueberry Lane 5EAM 4 FOOTING FLAN b,► mak, cii fthb North Andover, MQ �'� V4".I'-m" �t dna is a Job Name: Trowbridge Address: 109 Blueberry Lane 25' North Andover,MA 4' a Sales Representative:Ken srown Date: w30/6 Contract Number. 02-3116 Draftsman: Jim Flnlau 4' m s" 2'-h" 9" DEC< ® � STRUCTURE NOTES: N -- All framing is #2 or better PT SYP. 12' -- Live Load = 60 psf (2)2x&Beam o -- Presumptive sail bearing capacity is 3,000 psf QC -- Footings are 12" or 14" dia., as noted Roof: 10140 Roof: 10140 -- Beams are (2) 2x10 for Deck & Porch, and (2) Porch: 1680" Porch: 1680„ 2x8 for Landing Total.. 261340 Total: 2694" Roof: 1218„ Roof: 1218" -- Columns are 6x6 i Porch: 1410 Porch: 1410 SCALE: y" 1' Dc I 21 m0# 2100# Total: 26980 420 p 1 f Tota l: 26980 Imo.violation of alIT® 42 I f d 6Y AdArchedecl Sr,egen B dm Inc — 0 T16 Adams St. 4' 4' 4' q Bwkvbm MA 01003 I i Design by Trowbr i d e Res i dance °f 5TRUCTUIRE PLAN Suburban Boston 109 51 u e b e r r� Lane SCALE 1/4"M11-011 copyright by Archadecl, all rights North Andover/ MA p posts ,dation of all appl kle lhoilized n is Bolt porch oats awL to house wall stu .lob Nam Trowbridge Triple Joists AsJdma 109 Blueberry Lane North Andover,MA 4' 10' 15' Saks RepiesentatNe:Ken Brown Data: 6/30/6 Contract NuAw.. 02-31'19 Draftsman Jim Finlay 4' STRUCTURE NOTES: DECK -- All framing is #2 or better PT SYP. 2x6 Joists -- Live Load = 60 psf 12" o% 12 -- Beams are (2) 2x10 or (2) 2x6, supported by 6x6 columns 7 -- l2)2x8 Beam Joists are 2x8 or 2x6, as noted, 12" o/c -- Flooring is Y'4x6 Trex, fastened w/ screws Double Joist 2X8 Joists, 12' o/c SCALE: Y" = 1' (e 4006 Archadeck All riahis mew& Lkwahorized doicadon is a violation of all Prepared by Advantage Design & Constncum Inc- Tocable laws. DBA Arehedeck of Suburban Boston 16 Adams St. (2)2x10 Beams Budington, MA 01803 10' 15' Inset poet t attach �u sheathing to studs o 4 M a.Q: ® WALL FLAN Trowbr i d e des i dance • Of SCALE Suburban Boston 1o9 f5lueberry Lane copyright by Archaxlzck all rightsC�I tJnakth«�ed North Andover� MA r¢senred. lJnauthorized duplication is a duplication is e violation of all violation of alllic" laws. � applicable laws. Doorway .lob Nona„ Trowbridge = Addmm 109 Blueberry Lane Mahogany Threshold 3� North Andover,MA prepeed by Advantage Deign a Co ag, Inc. DBA Archsdeck of Sulxu6n Boston Remove clapboards. Stas RePresenUNC Ken Brown 16 Adana St Add studs inside house wall Burlington, MA 01803 as necessar Attach 4x4 posts 1�„ x Joist Date: 6/30/6 y Contract Numbac 02-3179 „ w/ Ledger Lok bolts thru 12' Contract Jim Fin0 36 Door w/ 1/4 space sheathing into studs y on each side 51de Wall 12 F I/1° 1/2° 6 WALL STRUCTURE NOTES: 3,_0 1/2" Door -- All framing lumber is *2 or 3'-�" 12'-01/2" better A 6 from - Ridge post, gable posts, 4 sheathing porch posts are mahogany 44 - Continuous header is 2x4 3'-101/4" 3'-7" mahogany/ (2) 2x6 PT/ 2x4 mahogany -- Rails between posts are Corner Post mahogany 3' -- Corner posts have mahogany 3'-101/4" a 2x4s to support Headers 2xs Joist -- Wa I I sills are 2x4 mahogany Floor is Trex % x 6, fastened w/screws 3'-31/8" 3'-31/8" 3'-31/8" 3'-31/8" Gable End Wall 15, i Design by 109 Slue erry l=ane Suburban Boston North Andover, MA copyright Pf � B Co,e=t Ine DA PvchBAsc«by fe,adeeh:, all rights 16 reserved. Unauthorized duplication is aB I A ®iB03 violation of all applicable laves Job Name Trowbridge Adder 109 Blueberry Lane v U Korth Andover,MA f; CCF PL AN (c� 4006 Arcl�a 7VI dglm resnvcd. +eAh®eixed Sales RepresentativC�, grown `acALE 1/4 I'-o" kation is all Date 6/30/6 Contract Numbet 02-3119 NdFhmr: Jim Finlay ROOF STRUCTURE NOTES, -- All Framing lumber is "2 or better -- Gable roof, cathedral ceiling � Q -- ROOF pitch is approx. bi(2 12 -- Snow load is 35 ps f 0 6 — - Ridge beam is (2) 1%4" x C3 LVL -- - Ridge post is 44 ----------- RaFters are 2x8, 16" o/c - -- - Sheathing is 5/8" plywood - Continuous header is 2x4/ (2) 2x6/ 2x4 gGABLE END '_� — g„ 9 BO�SE� Double 1-314" x 9-112" VERSA-LAM® 2.0 3100 SP Floor Beam1F13O1 BC CALC®9.2 Design Report-US 1 span No cantilevers 10/12 slope Wednesday, July 05, 2006 12:30 Build 141 File Name: BC CALC Project Job Name: Porch Description: F601 Address: 109 Bleuberry Lane Specifier: City, State, Zip: North Andover, MA Designer: Jim Finlay Customer. Trowbridge Company: Archadeck Code reports: ESR-1040 Misc: a4 �"'�.trp's...p ' F`�+'1 •. "N � :.„,, „�Yi. a,,t,+,Lrht„p—r _l„ ,y,1d'.wti.f.� yw.:S! a� - iy^a,, ,. �!R.:�•:'i`''�...#.r'°�f.:'P "kt ,.r.' .:.. R.k,f i��., `� L.,:�, i ,q•: nFr� i�•i ,a:'y.: fi '�t4N. r i4.. "�`T x..'4�.� .�, 4�' ?,,- $��'���r 12-00.00 B0,3-1/2- DL 506 lbs B1,3-1/2” SL 1575 lbs DL 506 lbs SL 1575 lbs Total Horizontal Product Length=12-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Roof Load Unf. Area Left 00-00-00 12-00-00 10 psf 35 psf 07406-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 5776 ft-lbs 36.0% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 1705 lbs 23.5% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U500(0.277") 48.0% '3 1 output as evidence of suitability for particular Live Load Defl. U661 (0.21 ) 54.5% 3 1 application.Output here based on building Max Defl. 0.27T' 55.4% 3 1 code-accepted design properties and Span/Depth 14.6 Na 1 analysis methods.Installation of BOISE engineered wood products must be in accordance with current Installation Guide %Allow %Allow and applicable building codes.To obtain Bearing Supports Dim.(L x IM Value Support Member Material Installation Guide or ask questions,please BO Post 3-4/7'x 3-1/2" 2081 lbs n/a 22.7% Unspecified call(800)232-0788 before installation. B1 Post 3-1/7'x 3-1/2" 2081 lbs n/a 22.7% Unspecified BC CALC®,BC FRAMER®,AJS-, Cautions ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAM'" SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAMS,VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIMS, VERSA-STRAND-,VERSA-STUDS are Notes trademarks of Boise Wood Products,L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(0.5") Maximum load deflection criteria. Connection Diagram b�— d a c a minimum=2" c=5-1/2" b minimum=2-1/2"d=24" Botts are assumed to be Grade A307 or Grade 2 or higher. Member has no side loads. Connectors are:1/2 In.Staggered Through Bolt Page 1 of 1 llvle' Wflh vinyyl or olumIrmrn aldln the kondrnny t)0 bolter) directly to fin Douse ulllic- fIroshIng or removol or sitting. — 2 x 2 Tr lm -- --- I - --- $/q x 0 Cap 2 x 4 All I I b- 2.x 21'lVI(nln r —4 x 4 pall post (wood at M3e011118) (max. 6' o.c.) 6/4 x-6 Docking Fleshing - �-2 x 4 nail 2 x a Joists ty 12'' o.C. 2x8 �► HoU90 Band _ `- 3/6' x •4" Carriage Boll iu I s t hanger ova t I ah 1 x 4 trim +—(2)2 x 10 Beem 1/2 x G" Cerrtoge boll �e Elnnct? k eaten ii scALE, 3/4"-1'-0" 4/2^ x 5".166 screws Support Columns S 9ced O.C. ' 7' O.C. typical. (U.N.O.) t}n le� Pos� /��►�ovc Seo.plan lot speclllo details or speolal loadino condIIIons . ' . 0 y l011-1 In2600 I •.': : •; 96"� min. p concri le) { • . � ' TYP DECK AND RAIL DETAIL ~� scaiel Irl•-t'-�' n