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2005-275 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIIA►NCE Permit Number. P20050275 Date Issued: Wednesday, March 07, 2007 This is to certify that work requested to be done as shown by Permit Number P20050275 has been completed. Tax Map Number. 523400-303-020-0002-007-000-0000 Location: 7 BELLE Ave Owner. MARGUERITE A HILLEBRANDT Applicant: MARGUERITE A HILLEBRANDT This structure may be occupied as a: Shed/ Storage Sheds By Older of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, t � . Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050275 Application Number: A20050275 Tax hlap No: 523400-303-020-0002-007-000-0000 Permission is hereby granted to: MARCTI TERITF A HTH RBR ANDT For property located at: 7 BELLE Ave in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: MARGUERITE A HILLEBRANDT 7 BELLE Ave Shed/Storage Sheds $2,800.00 Total Value $2,800.00 QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-275 NEW ROOF OVER SHED $20.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, May 19, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the T n of eens ry;/f Ot, May 19, 2005 SIGNED BY �/� for the Town of Queensbury. Director of Building&Code Enforcement - Permit No. �� —c)--7 Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid c-2-L 742 Bay Road,Queensbury,NY 12804 Dave Hatin,Director codes@aueensburv.net Phone: (518) 761-8256 FAX: (518) 745-4437 Accessory Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction. Any structure other than the principal structure (i.e., house), typically a garage, shed, greenhouse, dock, deck, etc. (not necessarily limited to the list below). Refer to attached Informational Brochure No. 3 Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder Owner: � �i� Address: Address: Home Phone: Home Phone: Email Address: Email Address: Cell Phone: Cell Phone: FAX Phone: FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: Address: .2 ,sue4/9 IZ41ie- Phone Location of proposed construction: Lot No. Legal Address: 03 � Tax Map Number: 3 Subdivision Name; Estimated Cost of Construction: $ ©L RECEIVED Does an accessory structure currently exist on the property? Yes / —No If YES, list all existing accessory structures: Proposed Construction 10 floor 2^d floor Bul AN d66&sed Height sq.ff. sq.ff. &in. Open Porch Covered or Enclosed Porch (considered floor area&must comply to FAR(Floor Area Ratio) requirements if the structure is located in the Waterfront Residential zone. 3-season porch is considered an enclosedporch._ Deck Boathouse Boathouse with sundeck DOCK Shed Pole Barn Detached Garage 1, 2, 3 car Other Accessory Structure: 7/Qtiv- c?.��5 O oh- Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after Issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner. Further,it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a. licensed surveyor, drawn to scale, showing actual location of all new construction. Date: �' } Applicant/Builder Signature: The application of dated is hereby approved and' permission granted fort)e construction, reconstruction or alteratio of a building/and or accessory structure as set forth above. --- Date: Authorized Signature L:\Sue Hemingway\Building.Permit.FORMS\Accessory Structure Permit Application.doc V:12/28/04 25-10 rum -3/6107 . Queensbury Building & Code Enforcement - R sidential F' al Inspection Office No. (518)761-8256 Arrive: pm a Date Inspection request received: Inspector's Initial - NAME: 14 11 P IT#: LOCATION: D TT TYPE OF STRUCTURE: _ j f mments Yes No N/A Building Number/Address visible from road (�© f Sf0 ChimneyHeight/"B"Vent/Direct Vent Location f ! / Fresh Air Intake 3 inch PlumbiES Vent through roof minimum 6 inches /©/ Roof Complete/Exterior Finish Complete / b Platform at all exterior doors l Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches 0 Y- �/z- /0 Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate _ Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/<hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc fo sell Po COPY BUILDING & CODES DEPT. �dlD DATE C9 3x6xy GAF✓A�+ R°iof ale oqs, RECEIVE ! ' APR 9 2005 WN OF QUEENSSURy WILDING AND CODE 30 - 26 MAR-22-2005 10 :37 PM MEADILUMBER CO 518 798 1091 P. 03 i 1 fit m aw M:r m MLA N u .. s M ` 1 1 w t �. a I � yp I I \ WA I R, n N !a�l !� Q0 1 1-0-1 43411 Co JOBSITE PACKAGE CUSTOMER: MEAD LUMBER ORDER #: 05-7640 7j8e!le //✓e. QUeEAsbory ..v,y, /24'04 IMPORTANT DOCUMENTS ENCLOSED C H�,Ql. 6s w.� f///c,rs.esy.✓v%s,� PLEASE REVIEW RIVERSIDE TRUSS 385 RIVERSIDE STATION ROAD RIPARIUS, NEW YORK 12862 (518)-494-2412 FAX: 494-4234 RIVERSIDE TRUSS - I P.O. Box 9, Riverside. Station Road Riparius, New York 12862 518-494-2412 FAX: 494-4234 CUSTOM ROOF & FLOOR TRUSS SYSTEMS PANELIZED GARAGE & HOUSE PACKAGES ACT:Np: TP7<(Rt?,1>=CT .; s Mead Lumber Co., Inc. S' Mead Lumber Co., Inc, 7ME105 000 1288 Vaughn Road H 1288 Vaughn Road ►rvv NO ., n Queensbury, N.Y. P` Queensbur M.Y. T 12804 T 12804 1 3 05 0, PH0518-798-4926 15:21:35 0 ! •It ix the CUSTOMER'S RESPONSIBILITY to x y.ply on,•xporirn 1 a d/ Clot-made m,any Ptudr et will he limited m the value of that product. L s a t •i al r pi rt whu h cau eflii irntly unlund ALL PRODUl:TB of th,.p,hs,n. •Llouna made on Cangmmm�e due to w—ar defects f t.worktu—hip will NOT Lr. 1, p ALTERING,(U T'I•INC,or REPAIRING nny TRUSS r PANEL f,nihout uxupted without PRIOR WRITTEN APPROVAL of RIVERSIDE TRUSS. (f.`6�"I;' �Q��1Q - Writte, N t r d Approval of RIVERSIDE'TRUSS will h,.snh.ly m the RIVF.RSIUF.TRUSS must I yw n o leynatr.thne to iuveatigatr,and/nr conrct '�''' Ri.k-o I I I t f du•Luetn,o'r ;ury prohlem,Him,u•im u g ehnnnung,srahLmg,or udluatmenta of - .It is tl (IISTOMI R'S RESPONSIBILITY w hmr II. u,r and Lru,a• ,ompaieua due to produ t typ al naurr shall he the responsibility f thr.Buyer. C C T' (+C [� T TRUSSES rs.p.,TPI RECOMMENDATIONS I rl I. - 1 9°. SLSP:1 CSHR:1 SIIOR7Al FS nd/ur UAMACES nwetlr uotrdo d-I ,,r'•d.l ,y.uckrt rT T�j 1'YM� i and xig .I I y Urr d,nrr and n rrsponerhln r,:�,rrer wu f the Buyer. .I y-2Q"13 PAGE -�. --1, l' . ITEM NO. QTY ORD. UM DESCRIPTION 4TV`SHIR` DELIVERY SHALL BE T•RG204 2 EACI 201 4/12 GABLE END 2 TRUCK SIDE DELIVERY BCSI-Bi 1 EAC BCST-B1 BRACING GUIDELINES 1: AT STREET PAVEMENT. CUSTOMER ASSUMES ALL ORDER # 05-7640 RESPONSIBILITY FOR ANY DELIVER: QUEENSBURY, NY DAMAGES CAUSED BY TRUCK OR DRIVERS DELIVERING_..- BEYOND STREET PAVEMENT. A CHARGE OF$30.00 PER HOUR WILL,BE ASSESSED FOR DRIVER TIME IN EXCESS'OPTWO HOURS FOR UNLCFAIDING TIME AND/OR,WAITING TIME. SCHEDULED DELIVERY TIME: ACTUAL ARRIVAL TIME: NWTHOD:OF, RECEIVED I'HE ABOVE - TIME AT COMPLETION OF PAYMENT IN GOOD CONDITION X DELIVERY @ 70BSITE: UHARLk TIIANK YOU. WE APPRECIATE YOUR BUSINESS. TERMS: 1%10t11,NET 11th, FOLLOWING PURCHASE DATE FINANCE CHARGE OF 2%PER MONTH CHARGED ON - Driver's Signature ALI,PAST DUE AMOUNTS(MIN.OF$1.00). BUYER AGREES TO PAY ALL COSTS OF COLLECTION, INCLUDING REASONABLE ATTORNEY'S FEES. - 7iiIS _d .PREP.REL'. FRiH „_i4FUr_R-:P!J` 4AJJ n 'U`MEN':0Qk �UBN:T:EB SY 1 141�'S B=R, (05 7640-HILDER3RA"JOT - M020703) Top chord 2x4 SPF 1650f-1,5E 90 mph wind, 9.66 ft mean hg , ASCE 7-93, CLOSED bldg, located anywhere 3ot. chord 2x4 SPF fl/!2 in roof, 100 mi from coast, iAT I EXP C, wind TC DL-5.0 psf, wind 0C Webs 2x4 SPF Stud DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PUP,LINS: See D14GS A09015EN1103 3 GBLL•TIN1I03 for more requirements. CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -2.12 21.88 Doflection meets L360 live nd L/240 total load. 3C 120 0.17 19.59 Truss designed for, unbalance snow load using 0.00 windward factor and 1.50 leeward factor. 4X4- 4 4 3-7-15 2X6(Al) = 5X4.= 2X6(Al L---2-0-0--J L-2-0-0--1J 10-0-0 10-0-0 20-0-0 Over 2 Supports R-209 PLF U=32 PLF W_12-0-0 R=219 PJ U=34 PLF i1-6 0 0 Note., All Plates Are 2X3 Except As Shown. PLT TYP. WAVE TPI Design Crit: TPI-1995(STO) 7.12. 0 Y:2 NY/ l -/ /F Scale -=.3125" Ft.. ••WARNING" �- f , + ! h - 00 TC LL- 53.9 1)S-F• REF R027- - 78846 s TC DL 10.0 PSF DATE 03/22/05 sf ;o fa > > h n AV.. l� v4 r 9� JMHGR fANI a -s i rr �.. a ,,, \:. j ,� Z DC OL. 10..0 PSF DRW MOUSR027 05081003 - vLL BC LL 0.0 PSF h10 CNG SLS SLS A I N c x: :.l.,x,.>... 7 C1 kh TCT.LD. 73.9 PSF SEQN- 52369 is t NQ C ry l a . A-' < < • s16A w� DUR..FAC 1 15 FROM MS. Alpine Enf i ee-red Pruducta.Inc. F n Earths City,MO 63O.45 r v f ar_ h. ( a 90 O(�P� ,, .. al.. SPACING 24.0" r:?15 'i+C PREF AW HC-M ',C8M1:1':E9 81 MU'SS 11'A. (OS-764-0 HILDERSRANDT M020703) Top chord 2x4 SPF 1650f-1.5E 90 mph wind, 9.66 ft mean hr1 • ASCE 7-93, CLOSED bldr, located anywhere Qot chord 2x4 SPF *111�2 in roof, 100 mi from coast, 'AT I, EXP C, wind TC DL-5.0 psf, wind 8C Webs 2x4 SPF Stud DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USEE PUP,LINS: Deflection meets L/360 '•ive and L/240 total load. CHORD SPACING(IN OC) START(FT) 3C 103 0.17 19.59 Truss designed for unbalanced snow, load using 0.00 windward factor, and 1.50 leeward factor. 4X6= 3X3� 3X3 i 4 r— —� 4 3-7-15 3 X 5 3X4=- 4X6(A2) 4X6(A2) _ 3X5= L*2-0-0-1i L----2-0-0� 1 � 10-0-0 _I. 10-0-0 20-0-0 Over 2 Supports R-2010 U-328 W-5.5" R, 2010 U-328 W-5.5" PLT TYP. WAVE TPI Design Crit:: TPI-1995(STD 7.1 $ 0 Q1 Y:14 NY% '1 / /F Sca'le =-.3125" Ft. -WAR NIN6 > > 1 N., L PA 111 Q• `gyp TC LL 53.9 PSF REF R027- - 78845 TC DL 10.0 PSF DATE 03/22/05 \ t o a r a N > r� c+� �► CCi3C DL 10.0 PSF URW MousRo27 05081002 n d x w '•fMVOH fANI :;�:• r s r, Y < m l3C LL 0.0 PSF MO-ENG SLS/SLS A �,L P I IN' [!:•Y ]1 1 ! Y 1 / \. J 1 1 -. Y N: A\ :Y SAE.] N TOT.LD. 73.9 PSF SEON- 52367 t r rr 4. 518A DIIR.FAC. 1.15 - FROM MS Alpine Eneineerul Yrudncn;Inc, r. o Earth Clr :A't063045 AN, _,r ;: �: r•N'a� tt<,:.. .. 9p��SSION SPACING 24.0" ;J �.t...+c\ . \tY. 2. ASCE 7-93: 90 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, = 1.05, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE • (1) 2X4 "L" BRACE • (2) 2X4 "L" BRACE •• (1) 2X6 "L" BRACE • (2) 2X "L" BRACE •• GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROU A GROUP B #1 / #2 3' 10" 618" 6' 10" 7' 11" ill 9' 5" 9' 8" 12, 5" 12' 9" 14' 14' 0" BRACING GROUP SPECIES AND GRADES: SPF #3 3' 9" 6' 0" 6' 0" 7' 11" 7' 11" 9' 5" 9' 5" 12' 4" 12' 4" 14' 14' 0" GROUP A: F- LTF STUD 3' 9" 6' 0" 6' 0" 7' 11" 7' 11" 9' 5" 9' 5" 12' 3" 12' 3" 14' 14' 0" W U 1 1 STANDARD 3' 9" 5' 2" 5' 2" 6' 9" 6' 9" 9' 1" 9' 1" 10' 7" 10' 7" 14' 14' 0" SPRUCE-PINE-FIR BEM-FIR 1 #2 STANDARD 2 STUD 1 4' 3" 6' 8" 7' 2" 7' 11" 8' 6" 9' 5" 10' 2" 12' 5" 13' 5" 14' 14' 0" 3 sTUD11 #3 STANDARD sP #2 4' 2" 6' 8" 7' 2" 7' 11" 8' 6" 9' 5" 10' 2" 12' 5" 13' 5" 14' 14' 0" 3 4' 0" 6' 2" 6' 2" 7' 11" 8' 1" 9' 5" 9' 11" 12' 5" 12' B" 14' 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE c\2 DFL STUD 4' 0" 6' 1" 6' 1" 7' 11" 8' 0" 9' 5" 9' 11" 12' 5" 12' 6" 14' 14' 0" STUD s#3 STANDARD 3' 10" 5' 3" 5' 3" 6' 11" 6' 11" 9' 4" 9' 4" 10' 10" 10' 10' 14' ' 14' 0" STANDARD STANDARD �-H #1 / 2 4' 5" 7' B" 7' 10" 9' i" 9' 4" 10' 10" 11' 1" 14' 0" 14' 0" 14' 14' 0" rEv--I S P F #3 4' 4" 7' 4" 7' 4" 1 9' 1" 9' 1" 10' 10" 1 10' 10" 14' 0" 14' 0" 14' Y 14' 0" w STUD 4' 4" 7' 4" 7' 4" 9' 1" 9' 1" 10' 10" 10' 10" 14' 0" 14' 0" 14' 14' 0' W HF STANDARD 4' 4" 6' 4" 6' 4" 8' 4" 8' 4" 10' 10" 10' 10" 12' 11" 12' 11" 14' 14' 0" GROUP B: > 1 4' 10" 7' B" 8' 3" 9' 1" 9' 9" 10' 10" 11' 8" 14' 0" 14' 0" 14' 14' 0" HEM-FIR sP 2 4' 9" 7' B" 8' 3" 9' 1" 9' 9" 10' 10" 11' 8" 14' 0" 14' 0" 14' 14' 0" t & BTR W C,0 #3 4' 6" 7' 7" 7' 7" 9' 1" 9' 6" 10' 10" 11' 4" 14' 0" 14' 0" 14' 14' 0" 1 �--} D F L STUD 4' 6" 7' 6" 7' 6" 9' 1" 9' 6" 10' 10" 11' 4" 14' 0" 14' 0" 14' " 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 5" B. 5" 6' 5" 8' B. 8' 6" 10' 10" 11' 1" 13' 3" 13' 3' 14' 14' 0" #1 1 i 2 4' 11" 8' 5" 8' 8" 10' 0" 10' 3" 11' 11" 12' 3" 14' 0" 14' 0" 14' 14' 0" 2 #2 d S P F #3 4' 9" 8' 5" B' 5" 10' 0" 10' 0" 11' 11" it' 11" 14' 0" 14' 0" 14' " 14' 0" HF STUD 4' 9" 8' S" 8' 5" 10' 0" 10' 0" it' it" 11' 11" 14' 0" 14' 0" 14' 14' 0" 0 11 STANDARD 4' 9" 7' 3" 7' 3" 9' 7" 9' 7" It' 11" i1' 11" 14' 0" 14' 0" 14' 14' 0" GABLE TRUSS DETAIL NOTES: ^ SP 1 5' 4" 8' 5" 9' 1" 10' 0" 10' 9" 11' 11" 12' 10" 14' 0 14' 0" 14' 14' 0" 2 5' 3" 8' 5" 9' 1" 10' 0" 10' 9" 11' it" 12' 10" 14' 0" 14' 0" 14' 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. 3 5' 0" 8' 5" 8' S" 10' 0" 10. 6" 11' 11" 12' 6" 14' 0" 14' 0" 14' " 14' 0" r-1 D FI L STUD 5' 0" 8' 5" 8' 7" 10' 0' 10' 6" It' 11" 12' 6" 14' 0" 14' 0" 14' " 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 80 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 1 4' 11"' 7' 5" 7' 5" 9' 10" 9' 10" 11' 11" 1 12' 3" 1 14' 0" 14' 0" 14' " 14 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMM I OUTLOOKERS WITH 2' 0'OVERHANG, OR 12" ABOUT, PLYWOOD OVERHANG. + ATTACH EACH "L" BRACE WITH IOd NAILS. GABLE TRUSS * FOR 1) "L" BRACE: SPACE NAILS AT 2" O.C. 2X4 /)2N OR BETTER IN 10" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: T + **FOR (2) "L"BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN DIAGONAL VERTICAL LENGTH MAY HE 1B" * IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. + BRACE IS USED. CONNECT " L "L" BRACING MUST BE A MINIMUM OF BOY. OF WEB DIAGONAL BRACE FOR 600p H••L CE MEMBER LENGTH. AT EACH END. MAX WEB ** TOTAL LENGTH L9 14'. GABLE VERTICAL PLATE SIZES 2X4 STUD, #3 OR BETTER DIAGONAL r VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 BRACE; SINGLE 10 # VERTICAL LENGTH SHOWN + + GREATER THAN 4' 0",BUT IN TABLE ABOVE. OR DOUBLE CUT L 1 + 2X4 ,} (AS SHOWN) AT LESS THAN 11' 6" UPPER END. GREATER THAN If 6" 2.5X4 ONTINUOUS BEARDi + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MA TICAL LENGTH. MIDPOINT OF VERTICAL WEB. THIS DRAWING REPLACES DRAWING A9015E .KWARNING.K TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND _\• D Q9 REF ASCE—GAB9015 BRACING, REFER TO BCSI 1-03(BUIL➢ING COMPONENT SAFETY INFORMATION), PUBLISHE➢BY TPI(TRUSS _` \ PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200,MADISON,WI.53719)AND WTCA(WOOD TRUSS COUNCIL DATE 11/26/03 OF AMERICA, 6300 ENTERPRISE LN,MADISON,WI 53719)FOR SAFETY PRACTICES PRIDR TO PERFORMING +S THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. c , CC DRWG A09015EN1103 7 ..IMPORTANT.. FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7. W ALPINE PRODUCTS,INC.,SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO t —ENG BUIL➢ THE TRUSS IN CONFORMANCE WITH TPI/OR FABRICATING, HANDLING, SHIPPING,INSTALLING& BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL➢ESIGN SPE '�ww BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/I6GA (W,H/S/K)ASTM A653 GRADE V 40/60 (W,K/H,S) GALV.STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCAT QA MAX. TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. ON THIS DESIGN,POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (U SHALL A 6'6'�0% BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF SS w POMPANO BEACH,FLORIDA PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUIL➢ING MAX. SPACING 24.0" DESIGNER, PER ANSI/TPI 1 SEC.2. DETAIL y�} /qo �pF 2X6 "f" GABLE D E T L 9 I L REINFORCING GABLE VERTICAL PLATE SIZES MEMBER ABOUT + FOR LET-IN VERTICALS 2X4 ER I VERTICAL LENGTH PLATE IF PLATES REINFORCING BETWEEN CHORDS SIZE OVERLAP*_ MEMBER LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN 11' 6" 2.5X4 2.5X8 / O REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + + IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM "L" TO 'T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) GABLE + EXAMPLE, 2*2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR VERTICAL 2X8 GTH SBCCI WIND LOAD. LEN TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED 'T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 % 10 % + 15 FT 2x8 40 % 50 % 110 MPH 2x4 10 % 10 7. 30 FT 2x6 50 % 50 % 100 MPH 2X4 10 % 10 % 15 FT I 2x6 30 % 1 50 % 100 MPH 2x4 10 7. 1 10 % 30 FT 2x6 40 % 40 % PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 20 % 10 %15 FT 2x6 20 % 40 % RIGID SHEATHING ATTACH EACH IT" REINFORCING MEMBER WITH 90 MPH 2x4 10 % 10 % HAND DRIVEN NAILS: 30 FT 2x6 30 % 50 % 4 TOENAILS Lod COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 % 20 % AND BOTTOM CHORD. 15 FT 2x8 10 % 30 % • GUN DRIVEN NAILS — 0.131" X 3": 80 MPH 2x4 20 % 10 % REINFORCING- TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 7. MEMBER THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE 70 MPH 2x4 0 % 20 % OR SBCCI WIND LOAD. 15 FT 2x6 0 % 20 % ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 % 20 % GABLE TOENAILS 30 FT 2x6 10 % 30 7. TRUSS SPACED AT A11015EN1103, A10015EN1103, A09015EN1103. AO8015EN1103, A07015ENI103 4" O.C. A11030EN1103, A10030EN1103, A09030EN1103, A0803OEN11O3, A070SOENIIOS EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015EC1103, A12015EC1103, A11015EC11O3, A10015EC1103, A08515EC1103 MEAN ROOF HEIGHT = 30 FT A1303OEC1103, A1203OEC1103, A1103OEC1103, A1003OEC1103, A08530EC1103 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS '"T" REINFORCING MEMBER SIZE = 2X4 511015EN1103, 510015ENL103, SO9015EN1103, SO8015EN11O3, S07015EN1103 'T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 511030EN1103, 51O03OEN1103, 5O9030EN11O3, SOB03OEN1103, S0703OEN11O3 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOENAILS MAXIMUM 'T" REINFORCED GABLE VERTICAL LENGTH SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE 11 11 VERTICAL LENGTH. WING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 *"WARNINrwX TRUSSES REQUIRE EXTREME CARE IN FABRICATING.HANDLING, SHIPPING, INSTALLING AND REF LET—IN VERT BRACING, REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION),PUBLISHED BY TPI(TRUSS `P� pE R y PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200,MADISON,VI.53719)AND WTCA(WOOD TRUSS COUNCILr` DATE O1/1 6/04 OF AMERICA,6300 ENTERPRISE LN,MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING S� I THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRWG GBLLETIN1103 XXIMPORTANTXX FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED V� ' CG ALPINE PRODUCTS,INC.,SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO co2 UJ —ENG DLJ/KAR BUILD THE TRUSS IN CONFORMANCE WITH TPI)OR FABRICATING,HANDLING,SHIPPING,INSTALLING 4 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC, GPA)AND TPI.(W,K/H,S)GALV.A STEEL.LPINE COAPPLYOPLATESETOAEACHRE AFACEDE FOF TRUSS AND,,UNLESS OTHERWISE E LOCATE N MAX TOT. LD. 60 PSF ON THIS DESIGN,POSITION PER DRAWINGS 16OA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I)SHALL ALPINE ENGINEERED PRODUCTS,INC. BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF 1 POMPANO BEACH,FLORIDA PROFESSIONAL ENGINEERING RESPONSIBILITY-SOLELY FOR THE TRUSS COMPONENT DESIGN SHDWN THE p I. 6160, ll� DUR. FAC. ANY SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING p1„L+�ION MAX SPACING 24.0" DESIGNER,PER ANSI/TPI 1 SEC. 2. - `O 1 H OF NAS ,off co L. CLB WEB BRACE SUBS"IFITUTION scHURwAry CIVIL No. 32020 T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB)• OR G/STER IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING; FSS�ONAI��G BRACING METHOD IS DESIRED. APPLY TO EITHER SIDE OF WEB T-BRACE NARROW FACE OR ATTACH WITH 18d NAM AT 8" O.C. L-BRACE NOTES: BRACE IS A MINIMUM 807. OF WEH C MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE • y♦40 •C,` BRACING. D No, 13542 : I Y T-BRA E L=BRACE :�A% WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING ++ ••�CENy�••N � SIZE BRACING T OR L-BRACE SCAB BRACE +I /OLAL��Gfff 2X3 OR 2X4 1 ROW 2X4 1-2X4 ���II111 N I I If ZX3 OR 2X4 2 ROWS 2X8 2-2X4 G OF A'cIV 2X8 1 ROW 2X4 1-zxe SCAB BRACING; A'�` 2X8 2 ROWS 2X8 2-2X4(*) �% p E R S+L,y QtL1 2X8 1 ROW 2X8 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X8 2-2X8(*) NO MORE THAN (1) SCAB PER FACE. O ATTACH WITH SOd NAILS AT 8" O.C. SCAB-BRACE BRACE IS A MINIMUM BOX OF WEB n '� Lu T-BRACE, L-BRACE AND SCAB BRACE TO HE SAME.SPECIES AND GRADE MEMBER LENGTH ft1 OR BETTER THAN WEB Ur ER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH OA'7 O 616A� V FACE OF WEB. _____.... �FESSt�NP THIS DRAWING REP CBS DRAWING 579,840 —VARNING09 TRUSSES REQUIRE EXTREME CARE IN FABRICATING ANDLING SNIPPING NNIIIt1�11/F/f, INSTALLING AND BRACING. REFER TO HI8 91(HANDLING INSTAL LI�Ia AND BRACING),PUBLISHED TC LL PSF R F CLB SUBST.'. `\\\ F V N" BY TPI<TRl1SS PLATE INSTITUTE SB3 D ONt7FRl0➢R SURE 200 HADISON VI.53719>FOR O �� SAFETY PRACTICES PROBd TO PElfFORO 4 THEE FUtrCT70NS URSQESS OTlIERVISE WD7CATED' TC DL PSF DATE 06/25/99 C, ••R B R�� // HAOPVE NO PROPERLY ATTACHEDPRlGID CTEILING,➢STRUCTURAL PANEL$AND BOTTOM CHORD SHALL `�L Q+.. S�HGA��A.A 7♦ h ENG�NI EEREDTPRODUCTS INGCSNAllFNOTIBE RESPORISIBIE FAR TNIY DEVIATION wean THIS BC DL PSF D WG BRCLBSUB0699 ALPINE DESIGNi ANY FAILURE TO BUILD THE TRUSSES 1N_CONFORHANCE WITH TPII OR FABRICATING, B(' LL PSj — jj(} Ml�j�j(A$ HANDLING SHIPPING INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VITH 7C APPUCAB[E PROV[SSONS OF HIS(NATIONAL DESIGN SPECIFICAT(0N PUBLISHED 8Y THE AIERICAN`MIST AND PAPER ASSOCIATION)AN➢TPI ALPWE'COHIIECTORS ARE IMDE OF 20GA TOT. LD, PSF • 43153 r • A VE AST.A6S➢GRAO GALV,STEEL EXCEPT AS NOTED' AlP1,Y CONNE1j9S+_Ti^O,RS ID EACH FACE Of n • :, �� pRp011C•I� TRUSS AND,I.NLESS OTHERVISE LOCATED ON THIS BE TA POSIT CONNECTORS PER a •Cl: SMA PCApAI+q iEAgl,.(4ARiY1 ➢RAVINGS 160 A-L THE sEAI ON THIS➢RAVING INDICATES ACCf TANCE OF PROFESSIONAL OUR. FAG. - - ,.Y 3 e •lV- ENGWEERING RESPONSIBILITY SOLELY FOR.THE TRUSS COMPDNENT,DESIGN SHOVN. THE - ',P •(V SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR UILDING IS THE r Q R RESPONSIBILITY OF THE BUILDING DESIGNER,PER ANSI/TPI 1-199 SECTION 2, SPACING •, �, fGlSTERa. ��'�� jl Alta lu►►