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2001-396 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20010396 Date Issued: Thursday, October 11, 2001 This is to certify that work requested to be done as shown by Permit Number P20010396 has been completed. Tax Map Number: 523400-315-006-0001-035-000-0000 Location: 2 FOUNDERS Way Owner: ROLAND &RACHELLE LA FOND JR Applicant: ROLAND & RACHELLE LA FOND JR This structure may be occupied as a: By Order of Town Board Garage - 3 Cars Attached TOWN OF QUEENSBURY Director of Building&Code Enforcement 0�� TOWN OF QUEENSBURY loos 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010396 Application Number: A20010396 Tax Map No: 523400-315-006-0001-035-000-000 Permission is hereby granted to: ROLAND &RACHELLE LA FOND JR For property located at: 2 FOUNDERS Way 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: ROLAND &RACHELLE LA FOND. Garage-3 Cars Attached 16,500.00 2 FOUNDERS Way Total Value 16,500.00 QUEENSBURY,NY 12804 Contractor or Builder's Name/ Address` Electrical Inspection Agency Plans &Specifications 2001-396 864 SQ FT 3-CAR ATTACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS $86.40 PERMIT FEE PAID - THIS PERMIT EXPIRES: Sunday,June 22,2003 (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 To ueensb ; Frida ,June 22,2001 SIGNED BY1 4 for the Town of Queensbury. Director of Building& 'ode forcement Building Permit Application Town of Queensbury—Dept of Community Development, 742 Bay Road,Queensbury,NY (518)761-8256 • � � J A permit must be obtained before beginning construction. Permit File No... 1 / i No inspection will be made until applicant has received a Fee Paid vTL/t valid building permit. All applicants' spaces on this Rec. Fee Paid $ rir application must be completed and must appear on the Reviewed By application form. • • Applicant: No law> AL�<mnt, 3 . Owner: o\a�,� C che.l le La Address: e rS ;9.>r1 Address: 2 Q,-,cle•rc C5ues-nsb01(u N\' 128.o-) • Phone# (4) - zt-c% Phone#(5i$) Yi% - Ll y oCOVED 5t/1 Property Location: Lot Number: i I / House Number 2 / 'ti9 €d-f UN 11 2001 Subdivision Name: ‘3ed forcl Close Tax Map Number: —• T. 4 AfpF f UEENSBUP" :M•� LONG AND CODE o New Building: residence /commercial Estimated Market Value of Construction: $ ((p SDO Addition: (residencD commercial If an Addition, what will use of new addition be? • ❑ Alteration: residence/ commercial 0.rQ o No change to exterior size: residence/coni'l I • ❑ Other work(describe Check Occupancylnformation I"Floor 2"d Floor Other floor . Total Below sq.ft. sq.ft. sq.ft. Square Feet ❑ Single family dwelling o Two family dwelling o Townhouse o Multifamily dwelling #of units o Office • o Mercantile o Manufacturing o 1 car detached garage ❑ 2 car detached garage ❑ 3 car detached garage ❑ I car attached garage 07 2 car attached garage - X 3 car attached garage R$J./ ❑ Storage building- commercial ❑ Storage building- residential o Other • • Will any second-hand or ungraded lumber be used? If so, for what? 1Jo Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: N) }1 Number of_Fireplaces to be installed 0 Number of Woodstoves to be installed 0 List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder rlo. -�)4q Plumber Mason Electrician Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this 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 Code,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 ne onstruction� Signature: 7/ // • owner,owner's agent,architect,contractor 4-5 45- \ CEng au_ 4ocdac, O4cp-y . RESIDENT FINAL SPECTION REPORT Office No.(518)761-8256 Date inspection request received: 169)l Building&Code Enforcement Dept.of Community Development Arrive am/pm Depart ai pm Town of Queensbury Inspector's Initia 742 Bay Road Queensbury,New York 12804 NAME g O PERMIT# D/ 1369 6 LOCATION QZ 1A--)a -4 DATE /0( r( ( TYPE OF STRUCTURE ' �! o N/A YES NO COMMENTS Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake Co gn_C—en 1'/1" D i< Plumb Vent through roof Roof Complete C— Exterior Finish Complete Interior/Exterior Railings 30"to :6" Exterior Handrails,balconies,I.1 ding 18 • .or more Interior Handrails stairs both sides 3 or mo • risers Grade 2%away from foundation 8"clearance to sill plate Gas Valve shut-off exposed/re: a ator 18' above grade Gas Furnace shut-off within 30 f:•t or 'thin line of site Oil Furnace shut-off at entrance to P.. ace area Furnace/Hot W.ter Heater op- g Relief Valve(s)ins Pm�. Headroom,6 ft.6 in.on stairs Basement stairs,6 ft.4 in. Handrail exterior stairs both sides o ore than 3 risers Interior privacy/trim/doors/main en*ance 36" Floor Finish Bathroom/Kitchen watertight Interior Handrails Balconies/Landin:. 18 in.or more Railing across window in stairwells Smoke Detectors: every level every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/4 hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room Safety glazing 18"or less from floor Final Electrical Site Plan/Variance required Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C(Certif.of Compliance) Okay to issue temp.C/O(Certif.of Occupancy)_ Okay to issue permanent C/O(Certif.of Occupancy) • CA.N1‘*\ el-C3e RESIDENTIAL FINAL INSPECTION REPORT / :L(s--2-'4...5 Office No.(518)761-8256 Date inspection request received: , Building&Code Enforcement Dept. of Community Development Arrive am/pm Depa ` \am/ Town of Queensbury Inspector's Initials V 742 Bay Road Queensbu ,Ne ork 12804 1 N Q Q,1 PERMIT# /- C� LOCATION `V 0�s(. DATE OM Y, TYPE OF STRUCTURE C`- . r C 3- o N/A YES NO COMMENTS Chimney Heightf"B"Vent/Direct Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete / Exterior Finish Complete if Interior/Exterior Railings 30"to 36" Exterior Handrails,balconies,land' g 18 .or more Interior Handrails stairs both sides or mo risers Grade 2%away from foundation 8"clearance to sill plate k Gas Valve shut-off exposed/regula or 18"ab`ove grade - Gas Furnace shut-off within 30 fee or withiny line of site Oil Furnace shut-off at entrance to ace are a Furnace/Hot Water Heater operatin Relief Valve(s)installed , I, Headroom,6 ft.6 in.on stairs Basement stairs,6 ft.4 in. Handrail exterior stairs both sides mor than 3 risers Interior privacy/trim/doors/main entran e 36" Floor Finish Bathroom/Kitchen watertight Interior Handrails Balconies/Landing 18 .or more Railing across window in stairwells rOAA - �k 16� C�0C�� Smoke Detectors: every level b1/4_,/ [/ i.:` every bedroom 44-. RK . outside every bedroom inter connected Bathroom fans ' Plumbing fixtures Foundation insulation � -` pU�-JR V►�kF. 1� "c/A) 3/4 hour fire door/door closer Garage fireproofing �/ �V - Garage penetrations sealed 7; Furnace in separate room protected(in garage) --(_ LJ p PA"PE' Light ventilation perroom Safety glazing 1 o leis Am flogr� . ) Final Electrical I(} U f ( //// }�, l Site Plan/Variance r qtr. d (� , F- )R-\L L-C (- Final Survey Plot Plan As Built Septic System layout required '(T, 9 r=-- Okay to issue C/C(Certif.of Compliance) Okay to issue temp.C/O(Certif.of Occupancy) 7 - Okay to issue permanent C/O(Certif.of Occupancy) COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL l/.. Panel Board No Cert. N2 7 0 1 7 7 Cut-in Card No Owner 1e&C/g'/ir-fl L,4 Fo kJ 4)Locati 6� w on �'�Oua1 DS i f.I �� ,r/ Installation Consisting of 6 FTC. I g g2e /5-1--/ c-2e�- N-�J7d-tr ' /- , � . ' ✓6� Installed By a) `'pG egafie Lic.No. The-conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of ma ' inspections at any time, and if it: rules are violated,the Company shall have the right to re ke thi cer ficate. L- Date -/FJ©! INSPECTOR... GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road O Queensbury,NY 12804 Arrive am/pm Depart/ Inspector's Initials NAME: L PERMIT# LOCATION: f oo rw0E1�5— � DATE: O TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this pu se o site Foundation/Wallpour Reinforcement in Plafle Foundation/Dampprc ofing Backfill Approval Plumbing Under Sla Plumbing Vent/Vents' P e R�qqugh Plumbing eating° ou -In Insulation 1 o4S Foundation Walls In 'or R- Foundation Walls Ext 'or R- Floors R- Walls - Ceiling - Duct work or piping in • unheated spaces R Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive am/pm Depart pm Inspector's Initials NAME: 1.4 7r�nhd PERMIT# LOCATION: c,/LJO tea (,0 U- DATE : W */ TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers r---1 Monolithic Pour F•rm Reinforcement in V lace The contractor i respons •le for providing protec 'on from i -ezing for 48 hours foil i wing the placement of the concrete. Materials for this p ••se •n site Foundation/Wallpo Reinforcement p P • e Foundation/Damppr•ofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents Place Rough Plumbing .-- (I)JeatinRouhIng g - A - 'L'C- 0'U�'l )G t( I/L LC_ nsulation Foundation Walls I tenor R- Foundation Walls erior R- 6-X 7 -10 D (7NR . Celt L(N G l9�jUL Floors R- Walls R- �S( C&Jk '- (, UL . Ceiling R- Duct work or piping in unheated spaces R- Proper r� Proper Vent,At Vent lam'���— 'Js` �'L . —" �✓ S Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 �.‘ • Town of Queensburyvrr)11'tl'�t' �'�`�� 8:.zeu1 • Dept.of Community Development Date inspection request received: Building& Code Enforcement ' 742 Bay Road 2 Queensbury,NY 12804 Arrive am/pm Depart `� Inspector's Initials '� NAME: ci)•(-2.21._ars,v____0,...\ LWPERMIT# �O 1 JLOCATIC: ) ) DATE : - (30 0 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour o Reinforcement i Pia,e The contracto is re ••nsible for providing pro - tion om freezing for 48 hours fol pwin:the placement of the concrete. \ Materials for this purpose on site Foundation/Wallpou� Reinfor.-ment in Pia e Foundatio amppro.►ng Backfill A..royal Plumbing Un.-r lab Plumbing Vent/Vents of Place Rou Plumbing mg Rough-In ation : Foundation Walls In -rior R- Foundation Walls E erior R- Floors R- p� Walls R- Ceiling R 3,0 - Duct work or piping in unheated spaces R- Proper Vent,Attic Vent //N2kL " e4fc 016,4/7- 7iti Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping June 12, 1998 I Standard Gable End Detail ST-GBL39 Page 1 of 1 LOADING(psi) puTss �i20 O st OEstON tA+1N0 s eo a wH TC_41. 50.0 MEAN ROOF NIuIDNr.ri FlET T 10.0 ��Increase 1.15 comity imams F"\i"---rt c s G-+G-a BOLL 0.0 LumberMouse 1.15 €x osume G —'cam BCOI 10.0 C.adeANSUiPI 1.1l195,UBC,SSBC IggA11L�SFN0i1HIJilRIUNEOtE/JllltoE fLfl Mu ck Industries,Inc. Trusses(g 24"o.c. , 4x4■ Roof Sheathing r I I- 1 x4 Typical ., ��%'. 1 12 V-3"Max. // • "' ;1Varies to Common Truss i Lateral Bracing I ` Z A { - as Required SIlli •3x4 is it - L r u End Wall ? //////////////////I 4x4■ 3x4 a *-Diagonal or L-Bracing • - Refer to Table Below Typical x4 L-Brace Nailed To Continuous Bearing 2x_Verticals Wild Nails,8"o.c. Span to Match Common Trine _ 24"Max A / Vertical Stud 1ds�, SECTION A-A P . .. .Siu4_Sise ... Stud Without .1x4 : . 2a4 I .Dlag.. Attach Dlag. - -. Species Spacing Brace L-Brace L-Brace I Brace Brace at Each NOTE: and Grade Maximum Stud Length End For: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP 2x4 SPF STUD 12"O.C. 7.3.0 10.8.0 12.6-0 12.6.0t AND BOTTOM CHORDS. 2x4 SPF STUD 16"O.C. 6-11-0 9-0-0 12-1-0 12.6-0 6001/ 2.CONNECTION BETWEEN BOTTOM CHORD OF 2x4 SPF STUD 24"O.C. 5-5-0 7.1.0 , 9-5-0 , 10-3-0 60011 GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. •• If two diagonal braces are used at 1/3 points on the vertical stud, 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS the maximum stud length in the table can be increased by 50%. ONLY.CONSULT BLDG.ARCHITECT OR Use the same lateral bracing detail except at 1/3 points on the vertical. ENGINEER FOR TEMPORY AND PERMANENT • BRACING OF ROOF SYSTEM. 0.41,11//rFF/Fv 4."L."BRACES SPECIFIED ARE TO BE FULL LENGTH. ,%• .. 414�io GRADES:1x4 SRB OR 2x4 STANDARD OR BETTER. .). JUN 12 1998 et 410i111111.- • AWAnly1MO•VerIfw design psroawlen nag ROAD NOUN ON 1M/MB AND WOMEN WDM del OND 1111E. tea! Maya void nod um only with Weil connectors.Ihb design h bowl only upon pommeled Mown.and h to an IndMduol buedk component 10 be MI! tamest!and boded veelbolly. Appacobaly Of deYgn pommels*and Moose bcoipaelbn el component i sesponsblly el building designs•nol Inns11 d.Npnee.MacMg shown I la blood supped of IndliSchsed web eoemben only.Addlbnd Iempaary boekna 10 Insure dabaly studio"cond,ualbn h the sesponsbaly e1 the*meta.Additional pedmanenl boek+g d the ove of sbucluse Is the respanbely el IM bidding deigns'.Fa gonad guidons .o)odding lobskdbn.aurally cermet stooge.delvesy emotion and brocbrp,consul OWN Quail),Standard.Dli•N booing apecMoalion.end HIS•ttt trek• ■ N.nwaq faarng end Seeping e seoedmendd dv lan dbb b boa hug Hale Inalsute,AU D'Onokb Dam,Median,WI WIC Y ADAM LUMBER INC. P8755ZSA; MITak Induotrlin.Inc. 1141111111• Q • • :::! . PIGGYBACK TRUSS CONNECTION DETAIL PIGGYBACK TRUSS ROOF SHEATHING TO Be CONTINUOUS OVER JOINT. MAXIMUM PURLIN SPACING•24'O.C. , OR THE MAXIMUM SPACING ALLOWED • • .. • ON THE TOP CHORD OF THE BASE TRUSS •` . BASED ON DESIGN REOUIREMENTS. ATTACH EACH PURLIN TO TOP CHORD OF • BASE TRUSS WITH 2- I5d NAILS. • ` r • • . 1 xG . :: ® 1w1 sett Mt i. • NOTE: A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. • • 1 \ BASE TRUSS • • ATTACH 20 GA NAIL-ON PLATES(N.O.P.)ON EACH FACE OF TRUSS(DOLi................TTED AREA) MR M X 1 1?•COMMON WIRE NAILS(.131-X i.S).DO NOT USE HOLES WHIN 1?OF THE LOGE OF A MEMBER.PROVIDE THE INDICATED QUANTITY OF NAILS IN EACH MEMBER. NAILS SHOULD 9E UNIFORMLY DISTRIBUTED THROUGHDUL THE AREA PROVIDED AND EOUALLY DIVIDED BETWEEN THE FRONT 4 BACK ®WAMMNO•Y.r{N 4.l4in pa.aen.t.ra and NAP ROMS Cw Teti AND REVUSS SWX Si/011i tom: Demon void lot out onN Win Mfl.i oonn.olat.Thb d.dpn i booed only upon patom.Nn Lawn.and I lot an ttdhtdual buloip eompon nl to be MMloled and boded vatloaly. APpl.ablew of d.de7n pataeN.0 and Slopes Ittoapoptbn'of eompoewttl It'Womb*,et blAditq dabs«•nol bur • d.Non.e.NOolOO shorn I la bletol suppat at It8Nidual mob m.mb.n only.Additional Impact,'beaalp b Mute lobar 0000 oonenuelbn I the • e.spontbYy of the elects.Addlbeal p.tmat.nl Woortp et br ov.sel sbvetw.I the t.lponsimy et Ih.widen Calon.l•tot g.n«ol wlaanae e.eadlta lebtllelbn,quolly OOMOL stamp..dimly.moan and bteeit0.ennui 911.11 Owl,Ilendmed,D11.11 imam LPs.M.ell n and N41./1 Mire IK� smarm iWedrte ens tt.otey 1.oamm.et bbl.mnmro Moen bur Pal.iWli% .,1e19 D'Owoub Dare..Mather..W11,17114 I y Oty Ply Mario/8ilVW-MILES s /r• J-� 3 (Truss Truss Type 06982 f GB28 ATTIC 1 1 (o tIOnel) i_�-- 4.201—SR1 $Sep 13 200(TMITek IndusirTee;lne-Tue Tuf03-T33'OT0 j-l�p� Adam Luin tT-ei lnc. -1-0-0 7-10-4 _I ----I----I-89-ttl 20-1-12 i 28-0-0 2K-0 1-0-0 7-10-4 3-4-1 2-9-11 2-9-11 3-4-1 7.104 1-0-0 Scala■1:88.7 5x6 II 2x4 = • 7x8��' lirp.f,s -4` J as,.a=n 1 T ' — .`Tyt. �sl� 1 „ µl EF �ii J I Rfi 6x7% D 1� I I 6x7.- �• K L 2 1 1 .In A 1 `:.�s�11i1111�1�..•�� Ili l: Wm d 4x8_ 4x8- R Q P 0 N 2x8 II 10x10= 8x8= 10x10= 2x8 II i 1 4.0-0 1 7-10-4. 20.1-12 1 28-0-0 1 4-0-0 3-10-4 12-3-8 7-10 1.PTete Offsets IX,Y1: 10:0-5-0,0-6-121, 1P:0-4-0,0.8-01,IQ:0-5-0,0-8-121 LOADING(pet) SPACING 2-0-0 CSI DEFL in (loc) 1/dell PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.44 0•P >635 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.65 O-P >434 BCDL 10.0 Code StressOCA/ANSI96 (Matri Ina YES WB x) 72 1st LC LL Min02 L 1 deft = 360 nIa Weight: 261 lb LUMBER BRACING TOP CHORD 2 X 8 SPF No.2 TOP CHORD Sheathed or 3-0-7 oc purlins. POT CHORD 2 X 6 SPF 2260F 1.9E SOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2•X 49PF No.2 •Except• W1 2 X 6 SPF No.2,W9 2 X 6 SPF No.2 OTHERS 2 X 4 SPF No.2 REACTIONS(lb/size) R=3388/0-6-0,L=2401/0-6-0 Max Horz R=388(loed case 5) Max UpliftR=•59(load case 8) Max Gray R=3386(load case 1),L=2531(load case 3) FORCES(lb)-First Load Case Only TOP CHORD A-B=66,B-C=810,C-D=-2016,D-E=-2220,E-F=•1338,F-G=•1281,G•H=-1063,H-1=-1098,I-J=-2003,J-K=-2449,K-L=-3387,L-M=70 SOT CHORD B-R=-529,0-R=-529,P.O=1846,0-P=1846,N-0=2534,L-N=2634 WEBS E-S=-787,I-S=-787,D-Q=-863,J-0=197,G-S=1039,C-R=-3808,C-Q=2938,K-N=686,K-O=•1197,P-S=763 NOTES 1)This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level,using 5.0 pall top chord deed load and 6.0 pal bottom chord dead load, 100 ml from hurricane oceenline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per BOCAIANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL Increase is 1.33,and the plate grip increase is 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 MiTek "Standard Gable End Detail' 3)Design load is based on 50.0 pal specified roof snow load. 4)Unbalanced snow loads have been considered for this design. 61 As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 6)All plates are 1.5x4 MR20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. `8)Ceiling dead load(10.0 psf)on member(s).D-E,I-J,E-S,I-S '9)Bottom chord live load(30.0 oaf)and additional bottom chord deed load(10.0 psf)applied only to room.P.O.O-P 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 lb uplift at joint R. 11)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard • -a —— Qt Ply MarIo/BUI(LtiRK•MILES . Jab-- rru®a— 'raI Pe �y Q6962" "O tAT28 ATTIC �-i� 1 'optional). -__ - --------------------------4:201----SRl i 5sp 3 6FliiduiiiTes,inc.Tue Jul-03T3 30;28-2001—Pape-l- Adam Lumber Inca - -0-0 7-104 11-2-5 14.0-0 16.9-11 20-1-12 . 28-0-0 2 -0i0 1-0-0 7-10-4 3-4-1 2-9-11 2-9-11 3-4-1 a�y7,-100-4 1-0--0yO Scale 1:88.7 _ 5x6 :._ `.IWi ".'eAo `mil. 9.00�12 • . 7x % G j M ^lot%Ahliior,Mei 2x5- '<._ 2x5 = F I 2x4 II E �� ' H 2x4 ii Dg3x63x6 ti J if; 6x7!, "lede 6x7 / I•C • K12-0-0 . ulii -'Allist .1rImm • lib, imin ....... .ii, ...---...6 : ti: d 5x6 = 5x6 = R 0 P 0 N 2.5x5 II 10x10= 7x10 = 10x10= 2.5x5 II 4-0-0 7-10-4 20-1-12 28-0-0 I 1 1 1 i 4-0-0 3-10-4 12-3-8 7-10-4 • —Pee sets , . , LOADING 1psf) I SPACING 2-0-0 CSI - DEFL in (loci 1/dofl PLATES GRIP TCLL 60.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.51 0-0 >557 MI120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 1.00 VertITL) -0.75 0-Q >378 BCLL 0.0 Rep Stress'nor YES WB 0.71 HorzITL) 0.02 L n/a BCDL 10.0 Code BOCA/ANSI95 • (Matrix) 1st LC LL Min I/deft - 360 Weight: 198 lb LUMBER • BRACING TOP CHORD 2 X 8 SPF No.2 *Except' TOP CHORD Sheathed or 3-8-6 oc purlins. T1 2 X 8 SPF 1650F 1.5E,T4 2 X 8 SPF 1650F 1.5E • BOT CHORD Rigid ceiling directly applied or 3-3-3 oc bracing. I IIOT COORD..2 X 8 SPF 22SOF 1,11E WEBS 1 Row at midot E-1 .. . - -...- WEBS 2 X 4 SPF No.2 *Except* I W1 2 X 6 SPF No.2,W8 2 X B SPF No.2 REACTIONS(Ib/size) R=3291/0-6-0,L-2333/0-6-0 • Max Horz R=368(load case 5) Max UpliftR=-154(loed case 6),L--6(1oed case 6) Max Grey R-32911loed case 1),L=2464(ioed case 3) FORCES(lb)•First Load Case Only TOP CHORD A-B=66,B-C=861,C•D=-2138,D-E=-1893,E-F=-363,F-G=-306,G-H=63,H-I=-143,I-J=-1698,J-K--2548,K-L=-3186,L-M=70 BOT CHORD B-R--540,0-R--540,P-0=1611,O•P=1611,N-0=2434,L•N=2434 WEBS E-S=•1653,I-S=-1653,D-Q=•187,J-0=874,G-Sin 187,C-R=•4081,C-Q=2897,K-N=268,K-O=-1116 NOTES 1)This truss has been designed.for the wind loads generated by 80 mph winds at 25 ft above ground level.using 5.0 pet top chard dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceeniine,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per BOCA/ANSI96 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the Zion grip increase is 1.33 2)Design load is based on 50.0 pet specified roof snow loud. 3)Unbalanced snow loads have been considered for this design. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)Ceiling deed load(10.0 pef)on member(a).D-E,I-J,E-S,I-S 6)Bottom chord live load(30.0 psf)and additional bottom chord deed load(10.0 pet)applied only to room.0-0 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 lb uplift at joint R and 5 lb uplift at joint L. 8)This truss has been designed with ANSI/TPI 1-1995 criteria.• LOAD CASEIS) Standard GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive am/pm Depart Inspector's Initials �)►-�" NAME: PERMIT# LOCATION: <Z)vim€AI(S DATE: lob- TYPE OF STR TURF: 3 Co,y- C— r RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Plac The contractor is re•i..nsi.'e for providing protection from ' -- ing for 48 hours followint the .lacement of the concrete. Materials for this purpos- o' site Foundation/Wallpour Reinforcement in Place Fours t �/D pp .ofint 11 Approval Plumbing Under Slab Plumbing Vent/Vents in Plat e Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior ►P- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: /- // 0u/ Building& Code Enforcement f 9 a. 742 Bay Road r t Queensbury,NY 12804 Arrive am/pm Depart ' Inspector's Initials NAME: n- 1 PERMIT# a266/- 3 9 LOCATION: rr._c 4. DATE: •?7/ co/ TYPE OF STRUCTURE: 3 4f/�' s RECHECK U lJ N/A YE NO COMMENTS ° �-�-7i7/7 ootings/Pt I Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour 1l. Reinforcement in Placd Foundation/Dampproofing { Backfill Approval i Plumbing Under Slab I / Plumbing Vent/Vents In yiace • Rough Plumbing I/ Heating Rough-It/ Insulation , Foundation Walls It}terior R- Foundation Walls E erior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive am/pm Depa _ I Inspector's Initials NAME: PERMIT it o20()1 — 39 4 LOCATION: ��)rr !�S x_`A DATE: — —a.00 I TYPE OF STRUCTURE: 'N•Crn (Ca-( A RECHECK • N/A YES NO/ COMMENTS oorings/Piers I Monolithic Pour Form / 1\ • C3U cb`(�`� t-2 d 1-b 2 Reinforcement in Place r The contractor is respo' •: - for providing protection om free g for 48 hours followin:,the placem= ACI(C (� of the concrete. Materials for this purpos- on site Foundation/Wallpour Reinforcement in Place Foundation/DamRproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Pia.- Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior - Foundation Walls Exterior '- • Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers / Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed • Fire Wall 2,3,4 hour Firestopping