Loading...
29-017 (2) 36 HICKORY DR BP-2016-1027 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 29-017 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: GARAGE BUILDING PERMIT Permit# BP-2016-1027 Project# JS-2016-001734 Est. Cost: $26000.00 Fee: $115.20 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group HOMETOWN STRUCTURES 98186 Lot Size(sq. ft.): 18382.32 Owner: JARVIS CLAYTON Zoning: Applicant: HOMETOWN STRUCTURES AT. 36 HICKORY DR Applicant Address: Phone: Insurance: 627 SOUTHAMPTON RD (413) 562-7171 WC WESTFIELDMA01085 ISSUED ON:2/19/2016 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 24 X 24 DET GARAGE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 2/19/2016 0:00:00 $115.20 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2016-1027 ���` APPLICANT/CONTACT PERSON HOMETOWN STRUCTURES ADDRESS/PHONE 627 SOUTHAMPTON RD WESTFIELD01085 (413)562-7171 PROPERTY LOCATION 36 HICKORY DR MAP 29 PARCEL 017 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT 24 X 24 DET GARAGE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 98186 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health _Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management em D Signature of Buil ing cial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. 45 ity of Northampton t uilding Department Grt �b16 212 Main Street 1 as Room 100 �: x ampton, MA 01060 T Sete r one 413-587-1240 Fax 413-587-1272 OftwSpeO APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 3C H j c. o r/ Dr. Map Lot Unit F I p r e n c e Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Cla,vTory �ArviS 3 � Hl( kvey -, Fjorrj(e NA Name(Print) Current Mailing Address: H 13 r 5 Telephone b Signature 2.2 Authorized Agent: A4drey/ (�vt Z ✓ 0✓I �Qs^li3 i�r� KG. Name(Print) Current Mailing Address: r X113 5b ) Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building �( ia0u (a) Building Permit Fee a . 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=0 +2+3+4+5) —F G oU Check Number U This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: 6a'_ R:—f 5' Rear 401 Building Height Bldg. Square Footage % 7C Open Space Footage % - (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) _ A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DON'T KNOW � YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO Q DONT KNOW 0 YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW Q YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained Q , Date Issued: C. Do any signs exist on the property? YES Q NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES Q NO 0 IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading,excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YESQ NO 13'l IF YES, then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alterations) ❑ Roofing ❑ Or Doors 0 Accessory Bldg. ] Demolition ❑ New Signs [0] Decks [M Siding[p] Other[[3] Brief Description of Proposed ,jj1� t Work: I CCs S f(An A I,) J q Xyl a oY4 G'e Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a.If New house and or addition to existing housinsa,icomplete the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, C 1 U,:4 tb —� u f✓ i S as Owner of the subject property p hereby authorize / i r C v K v r tZ to act on my beh to work authorized by this building permit application. Signature of Date vi o rc w Ke, as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Ad rc a✓ K✓d 2- Print Name Signature of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction S/ul3erv�!isor: Not Applicable ❑ Name of License Holder: T'1 n U r c ul i/\ v r, I}Z -CS - O C18 1 g 6 License Number Address Expiration Date "' 0 . LP 3 F71 Signature f Telephone 9.Reaistered Hone Improvement Contractor: Not Applicable ❑ Hover town S tr,c1,^c, L L L 6`9 77;� Company Name Registration Number G ,�-7 610 2-112f0', �?�. rst '��1�1 f� a►a 5 5 b--��a��1�; Address Expiration Date Telephone )17) SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... A No...... ❑ 11. Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buildine permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): H()MeQ U/11 tl1�%�ll�t Address: C,� - S oj f h a�,,,� t o it City/State/Zip: 8Phone #: 5b ') 71- 1 Are you an employer? Check the appropriate box: Type of project(required): 1.� I am a employer with Q 4. ❑ I am a general contractor and 1 employees (full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g• ❑ Demolition workingfor me in an capacity. employees and have workers' y p n'• 9. EJ Building addition [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 10.E] Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions 3.❑ I am a homeowner doing all work p myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other 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. :Contractors 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. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. rr Insurance Company Name: T M m u tvc TV) cc Policy#or Self-ins. Lic. #: h,i C Lio) 70)3 'A 59 )0,5- Expiration Date: it b�/do) Job Site Address: H t lury or i it City/State/Zip: M',thu 1,00 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 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 may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: ��,� l� Date: Phone5h J/7) 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#: City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: cGlnr.4 Drive The debris will be transported by: 0 c to c�� 5 roc ✓rc s The debris will be received by: H U r)e to w n� > Da;�,g>l c Building permit number: Name of Permit Applicant H)Omefiuwkl ��wGtu/fS Date Signature of Permit Applicant Hometown Structures Contract 627 Southampton Road Date:2/5/16 Westfield,MA 01085-1329 (413)562-7171 (413)562-4747 fax Email:Andrew@hometownstructures.com Clayton Jarvis 36 Hickory Drive Florence MA 01062 Phone:413 562 6659 Email: Clayton@Jarvissurgical.com REF:Proposal for 24'x24' built on site Ranch style garage to be constructed in Florence MA. EXCAVATION and CONCRETE: • Excavation and backfill • Rebar to code • 8"x16"foundation footer • 8"x48"foundation wall on front side • 8"x72"foundation wall on 3 sides. • 4"concrete slab WALLS: • 96"walls w/2x6 framing. Ceiling height will be 8'8"from the slab • Pressure treated sill plate • Double top plate in KD spf. • Walls will be sheathed with 5/8"Duratemp t1-11 • House-wrap over studs • Duratemp painted(color TBD) • Miratec trim(color TBD) ROOF: • Engineered trusses 24"oc. • Roof pitch to be 5/12 • Clear span truss design • 5/8"cdx plywood roof sheathing • Roof to have 30-year architectural shingles(color TBD) • 151b.felt paper and ridge vent included. • Roof overhangs will be approximately 12"on 4 sides WINDOWS&DOORS: • 2—30"06"aluminum white frame windows • 2-9x7 overhead doors non-insulated windows in top panel—white door • 1—3'0"x 6'x8"single entry door with 9-lite glass NOT INCLUDED: • Heat/smoke detection system • Insulation and wall board • landscape/seeding • Electrical and plumbing • Electric openers • Building permit cost "Excellence you expect from neighbors you trust." Quote: Project as described:$27,000.00 (Twenty-seven thousand and 0 dollars) Includes all materials,labor,driving time,debris removal,and sales tax for the entire project as described above. The project shall conform to the MA state building code. All work shall be performed in a timely and workmanlike manner. Cost of building permit is not included in this quote Hometown Structures to obtain building permit Currently,lead time is approximately 6 weeks. PROJECT BREAKDOWN: $11,000 concrete,excavation $16,500 24x24 garage $ 800 sales tax on material portion $27,000 total project PAYMENT PLAN: $ 9,000 down-payment to make this an order(refundable if permit is denied) $ 9,000 after permit granted and foundation is in $ 9,000 when proiect is complete $ 27,000 project total dcc-$ darn �,-,Jided u f�rr5 Notes: Estimated completion time is 2-3 weeks depending upon weather conditions or other factors beyond our control. Any change orders shall be done in writing and agreed upon by both homeowner and Hometown Structures. I agree to provide the above service and products described above. Andrew Kurtz/Hometown Structures I agree to the terms and agreement above. Clayton Jarvis /customer "Excellence you expect from neighbors you trust." 36 Hickory Page 1 of 1 36 Hickory Toa PaIGeI Is fr;roWry 32 ',..29 HICKORY ' Detaavo Pe.lu— ALLRD a,DR � Toa Parcels ! stwet... 36 _� HICKORY f� DR D `j rx � 40 H 430OR/ HICKORY 38 BIRCH DR HILL RD WH RD A tom :..HICKORY... son N http://maps.massgis.state.ma.us/temp/OL_MORIS_print/1455286153.3 52509095.html 2/12/2016 WALL CONSTRUCTION � P.602.10.3.3 Method PFH: Portal frame with hold-downs. Method PFHwith hold-downs has been in the code � constructed in accordance since 2O0G (when �was oaUad ^a�ennab* braced wall / »«u"~~ ^-- - - panels with o�n-e of the following provisions �� ulao ��ro� �d t» panel adjacent to e door or window ow opening^ in the (l2 � 6rocednmD�un / azgoog 2OOG code Section F8O2�10.S.2). This method. also d downs in the text of ou� ��-uc� to o window or door called the portal frame with hold- 'ace o|d luuc�uob4fuotl03 9 nD�U2� �hy Suodo � »pe~i �d ƒbD- o�fbbou �r� the 2009 code, was developed primarily to maintainb� n.r � the traditional look ofnarrow wall segments on either . l, Each panel shall. befabricated bo accordance with Figure side of garage door openings. Like Method A8N( R602.10.3I The wood structural panel sheathing ubuD Method PFHvvaa included inthe 2OU9code as an in- extend opover the solid sawn urglued-laminated header and termittentbraoing method because itmay beaubsU- obaDho nailed in accordance with Figure 86O2.lO.3.3. /& tuted on a one-for-one basis for a braced vva|| pane) spacer,ifused with ubuilt-up header,shall be placed oothe from any other bracing method and,ossuch, itiaused side ofthe built-up beam opposite the wood structural panel intennittant|y sheathing.The header shall extend between the inside faces For purposes of computing the required length of ofthe first full-length outer studs u[each panel.One anchor bracing, each leg ofthe portal frame isconsidered to bolt not less than,/8'inch+diomyzz(l6nun)and installed in beequivalent to4feet(121Qmm)ofbracing. The por- auoxndaooepdd6SuodnoI403.l.6ohuDbeprovidediodbc ta|frame can babuilt with one ortwo sides asrequired. center oteach sill plate.The hold-down devices shall beao This method can beused for wall heights upto1Ofeet embedded-strap type,installed inaccordance with the muoo' (3O48mm)' or, ifthe amount ofbracing inthe wall line factuzer`orecommendations. The panels shall 6esupported is increased by 20 percent,inwalls upto12feet(3O58 directly ooafoundation which iacontinuous across the entire mm)inheight[when used for 12-fbot(3G58mm) va|!s, length o[the braced wall line.The foundation shall berein- the clear opening height iolimited to1Ofeet(3O4Omm) forced uashown uoFigure R6U2.l0.32This reinforcement minus the depth nfthe heoder]. Note that Method PFH shall be lapped not less than l5 inches (38lmm)with the ianot aspect ratio based: all single-story applications reinforcement requirediothe000dzmnunfbcndudoolmouted are aminimum of18inches(4OOmm)inlength and all directly under the braced wall line. first of two-story applications one e minimum of 24 inoheo (G10mm> in |�ngth 2 Iudz��r �x,nr�of��oo�ory�o��ogo oacbvvaDDaucl ` ' � » ' ' neeFiguraR002�10�3.2 ubuD6ebraced bzaccordance v«it6item labove,except )�ot� that the foundation must be reinforced as panel ~~ N re- that each panel shall quinadbyK4�thmdAByV( have u length ofnot less than 24 ^ ' inches (6}0om). EXTENT OF HEADER DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) EXTENT OF HEADER SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) MIN,3'x 11.25'NET HEADER 10000 TYPICAL PORTAL FASTEN TOP PLATE TO HEADER WITH TWO FRAME ROWS OF 16D SINKER NAILS AT 3"O.C.TYR, STRAP CONSTRUCTION J: 1000 LB STRAP OPPOSITE SHEATHINGFORAPANEL SPLICEFASTEN SHEATHING TO HEADER WITH 8D COMMON OR EDGES SHALL BE/ (IF NEEDED),PANEL MAX <L o��rED BOX NAILS IN 3"GRID PATTERN AS SHOWN AND HEIGHT ONE ROW OF M�N.WIDTH=16"FOR ONE STORY STRUCTURE FRAMING NAILING IS ____M N.WIDTH=24'FOR USE IN THE FIRST OF TWO REQUIRED. STORY STRUCTURES IF 2X4 BLOCKING IS USED,THE 2x4S MUST MIN2�4 FRAMING BE NAILED TOGETHER MIN. WITH 3 16D SINKERS DOUBLE IT. 3t8'MIN.THICKNESS WOOD ZX4 POST STRUCTURAL PANEL SHEATHING J: IN.4 00 LB TIE-DOWN DEVICE(EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) �_MLNDI.IVIII)1_11 V ----SEE SECTION R602.10.3.3 DEVICE ' Por SI: zinc z5.400n,zfoot 304.8 am,I pound force~4.448ra FIGURE R60210�.3 METHOD PFH:PORTAL FRAME WITH HOLD-DOWNS v3eetha commentary for Section R602.10.3.3. ' ' 2008nQTERG�T/ONAL9EeioEN.Tnfi,!_CODEeCOMMENT�PY ��o� ..t j MIN 3's 11 25'NETHEADER - HFACIER SHALL.OCCUR AT TOP Or WALL .- i� I I`" I 2 TID 18PiNISHED WID HI ,• --ASTEN SHEATHING TO HLAOER WITH FO COMMON - I NAILSIN 3'GRID PATTERN Fl SHOWN AND i'(,(7 IN i FRAMING AS SHOWN t5TUD-ANI-=4 I.;,7 FYI' .f PfiA[t'i' Irr�• j I III WAIL 16D SINKER. EGMEN I I r I NAILS IN 2 ROWS IIIhSII •i� �•� @3'OC MINIMUM 1QOo LB HEADER-TOIAGK--^1 Uf S,'TRl.P ON"' PLR � I t,hl+7 KOTH SIOI-S 01 UPF_NING PER IABLF H 0;1,1114)1 R602 104 •o-t+•H •� ONSTAII ON BACKSIDE AS:?.HOWN ON IDE ELEVnT10IJ1 II �• -� � 1• -HFAUEH SHALL BE FASTENEII TO IHE KIN(;STL)D'WIl t^-tOOU LE HEADER- ) I• I j 5 ;- rl-... -11st).31NKEH NNAILSTO"JACK-STUDSTRAP j�i.l•' 1 �, i'`I ( ON BOTH SIDES 1 I. NO CO I I OF OPENING I !'i JACK.STUU' FOR A PANEL SPL ICE(IF NEEDED),PANEL EDGFS SHALL 8E PER TABLE �� I ( BLOCKEOAND OCCUR wIfHIN 24"OF MID HFIC.H1 ONE (i f♦ �'� ROW OF TYP SHEATHINC,(O.FRAMINC t REGI IIRLr)IN f<5Q'2 FAC:H C•1 I �•� PANEL. i �•i (I ! -WOOD STRUCTURAL PANEL STRENGTH AXIS 1 \ 1 _.__� I __.MIN.(2.)2x4 TYP � 1. i E'I I ��- � �,-�_7,e MIN. L,{ 1-I THICKNESS WOOD i . STRUCTURAL PANEL -Y rtir - -r- ­MIN.LENGI"H BASED ON 4.1 HEIGHT-1'C1-LE NG iH Rn110 r , --"— -- P-�f-'--•� SHEATHING t t I FOR EXAMPLE.24"MIN.FOR R'HEIGHT i • 4 l ' —MIN.25-.'he"PLATE WASHER L--ANCHOR BOLT PER R403.1 6 TYP ' but Sl I inkhl=25.4 mm, I foot=304.8 Trim. I pound foicc.4448 N_ FIGUR�E6 0.3.4 �ME�THODFG PORTAL FRAME AT GARAGE DOOR GS IN SEISMIC DESIGN CATEGORIES A,BAND C 172 2009 INTERNATIONAL RESIDENTIAL CODE® 04��e I s I aJL Aelw I. I t Ir lig tI ,;, I Iii ;1 i I I 1 60 u r too Ll fit 1,Aj lox 149 wall 77 SON D4 00 77 F-71 t F If. Till -T Ir • w f s I { f i t M ,-d � r r i # i IT I �f It p i 1 T tP 1 F'p h/ t i r � x i f t � � 1 { {p i a Fbrrr ✓ r, � r Job Truss Truss Type Qty Ply HTS Florence 183110 T-1 COMMON 11 1 Job Reference o tional WMT,WMA 7.250 s May 11 2011 MiTek Industries,Inc. Thu Feb 11 20:35:05 2016 Page 1 ID:L1 NAgjEtPgBgLeNv718z8szm6g4-?QCQS4C3ZFGJxxVHpYajNk?8nluf?poxr4fdRWzm6e 1-0- 6-3-12 12-0-0 17-8-4 24-0-0 5-0- 1-0- 6-3-12 5-8-4 5-8-4 6-3-12 -0- Scale=1:42. 4x8 = 4 5.00 12 1.5x4 14 15 1.5x4 5 3 13 2 16 4 2 6 1 7 I 10 9 11 12 8 3x8 = 3x8 = 4x4 = 3x4 4x4 = 8-2-8 15-9-8 24-0-0 8-2-8 7-7-0 8-2-8 Plate Offsets(X,Y): [2:0-4-4,0-1-81, 6:0-4-4,0-1-8 LOADING TCLL 40.0 SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 4Plates Increase 1.15 TC 0.78 Vert(LL) -0.22 8-10 >999 360 MT20 197/144 (Roof Snow=40.0) Lumber Increase 1.15 BC 0.89 Vert(TL) -0.37 8-10 >766 240 TCLL 10.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.10 6 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Wind(LL) 0.12 6-8 >999 240 Weight:81 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOT CHORD 2 X 4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc. WEBS 2 X 4 SPF No.2 Permanent Sheathed or 2-3-9 oc purlins. BOT CHORD Installation 1 Stabilizer(s)at 15-0-0(max)oc. Permanent Rigid ceiling directly applied or 7-0-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 2=1568/0-5-8 (min.0-2-7),6=1568/0-5-8 (min.0-2-7) Installation guide. Max Uplift2=-586(LC 4),6=-586(LC 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-13=-2890/886,3-13=-2738/901,3-14=-2520/829,4-14=-2406/853,4-15=-2406/853,5-15=-2520/829, 5-16=-2738/901,6-16=-2890/886,6-7=0/36 BOT CHORD 2-10=-684/2545,9-10=-379/1738,9-11=-379/1738,11-12=-379/1738,8-12=-379/1738,6-8=-684/2545 WEBS 3-10=-668/310,4-10=-197/931,4-8=-197/931,5-8=-668/310 NOTES 1)Wind:ASCE 7-05,11Omph,TCDL=6.Opsf;BCDL=6.Opsf,h=25ft;Cat.11;Exp C;enclosed;C-C Exterior(2)-1-0-0 to 4-0-0,Interior(1) 4-0-0 to 7-0-0,Exterior(2)7-0-0 to 12-0-0,Interior(1)17-0-0 to 20-0-0;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category Il;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 586 Ib uplift at joint 2 and 586 Ib uplift at joint 6. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0. 9)Where diaphragm blocking is required at pitch breaks,Stabilizers may be replaced with wood blocking. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Job Truss Truss Type Qty Ply HTS Florence IS3110 GT-1 GABLE 2 1 Job Reference(optional) WMT,WMA 7.250 s May 11 2011 MiTek Industries,Inc. Thu Feb 11 20:35:04 2016 Page 1 ID:L1 NAgjEtPgBgLeNv718z8szm6g4-XDe2FkBRox8SJnw5Fr3UrXT6nLj5GN2ocQw4u4zm6 1-0- 12-0-0 24-0-0 5-0- 1-0- 12-0-0 12-0-0 1-0- 4x4 = Scale=1:42. 7 5.00 12 6 8 5 9 4 23 24 25 2610 3 1 11 2 12 01 13 I 3x4 = 22 21 20 19 18 17 16 15 14 3x4= 5x5 = 24-0-0 24-0-0 Plate Offsets(X,Y): 19:0-2-8,0-3-0 LOADING(psf) TCLL 40,0 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 4Plates Increase 1.15 TC 0.22 Vert(LL) -0.01 13 n/r 120 MT20 197/144 (Roof Snow=40.0) Lumber Increase 1.15 BC 0.14 Vert(TL) 0.00 13 n/r 120 TCLL 10.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.01 12 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:90 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOT CHORD 2 X 4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc. OTHERS 2 X 4 SPF Stud Permanent Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=319/24-0-0 (min.0-5-1),12=319/24-0-0 (min.0-5-1),18=319/24-0-0 (min.0-5-1), 19=273/24-0-0 (min.0-5-1), 20=258/24-0-0 (min.0-5-1),21=147/24-0-0 (min.0-5-1),22=463/24-0-0 (min.0-5-1), 17=273/24-0-0 (min.0-5-1), 16=258/24-0-0 (min.0-5-1),15=147/24-0-0 (min.0-5-1),14=463/24-0-0 (min.0-5-1) Max Uplift2=-252(LC 4),12=-252(LC 4),19=-190(LC 4),20=-224(LC 4),21=-37(LC 4),22=-346(LC 4), 17=-190(LC 4), 16=-224(LC 4),15=-37(LC 4),14=-346(LC 4) Max Grav2=319(LC 1),12=319(LC 1),18=319(LC 1), 19=355(LC 2),20=330(LC 2),21=167(LC 2),22=463(LC 1), 17=355(LC 3),16=330(LC 3),15=167(LC 3), 14=463(LC 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/35,2-3=-94/65,3-4=-76/124,4-23=-56/153,23-24=-18/155,5-24=-14/160,5-6=-69/264,6-7=-71/355,7-8=-71/355, 8-9=-69/264,9-25=-14/160,25-26=-18/155,10-26=-56/153,10-11=-76/124, 11-12=-94/65, 12-13=0/35 BOT CHORD 2-22=0/171,21-22=0/171,20-21=0/171,19-20=0/171,18-19=0/171,17-18=0/171,16-17=0/171,15-16=0/171, 14-15=0/171,12-14=0/171 WEBS 7-18=-187/0,6-19=-278/215,5-20=-287/245,4-21=-156/69,3-22=-359/356,8-17=-278/215,9-16=-287/245,10-15=-156/69 ,11-14=-359/356 NOTES 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf,BCDL=6.Opsf,h=25ft;Cat.11,Exp C,enclosed,C-C Corner(3)-1-0-0 to 4-0-0,Exterior(2)4-0-0 to 7-0-0,Corner(3)7-0-0 to 12-0-0,Exterior(2)17-0-0 to 20-0-0,cantilever left and right exposed,end vertical left and right exposed, Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category ll;Exp C,Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. &q@MgCpc d at 2-0-0 oc. Job Truss Truss Type Qty PlyHTS Florence IS3110 GT-1 GABLE 2 1 Jb Reference o tional WMT,WMA 7.250 s May 11-201 1 MiTek Industries,Inc. Thu Feb 11 20:35:04 2016 Page 2 NOTES ID:L1 NAgjEtPgBgLeNv7l8z8szm6g4-XDe2FkBRox8SJnw5Fr3UrXT6nLj5GN2ocQw4u4zm6 9)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 252 Ib uplift at joint 2,252 Ib uplift at joint 12,190 Ib uplift at joint 19,224 Ib uplift at joint 20,37 Ib uplift at joint 21,346 Ib uplift at joint 22,190 Ib uplift at joint 17,224 Ib uplift at joint 16,37 Ib uplift at joint 15 and 346 Ib uplift at joint 14. 11)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 12)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. 13)Where diaphragm blocking is required at pitch breaks,Stabilizers may be replaced with wood blocking. 14)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S)Standard