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2001-895 Building Permit Application Town of Queensbury—Dept of Community Development, 742 Bay Road, Queensbury,NY (518)761-8256 c gy 3) _a- A permit must be obtained before beginning construction. Permit Fi - !ye No inspection will be made until applicant has received a Fee Pai valid building permit. All applicants' spaces on this Rec. F $ 200/ application must be completed and must appear on the Revi ewe.=1 OF application form. ioov BURY D GODS Applicant: A�SS`DCIaa�c Owner: Q ifi l Meadows Address: Address: t/f eL' DV. A-IIaGwvt4X 1220(e �� oo-r 1 4 Phone#(G-1 E 4824 Phone# (518 ) 79£3 � 3 Property Location: • Lot Number: / House Number / Subdivision Name: Tax Map Number: {, -`L- 2,2_ New Building: residence /commercial Estimated Market Value of.Construction: $ o1 � ❑ Addition: residence/ commercial If an Addition, what will use of new addition be? ❑ Alteration: residence/ commercial ❑ No change to exterior size: residence/com'l ❑ Other work(describe ) • Check Occupancylnformation 15t 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 7f car detached garage 5-F 'z . 'ZI , 9 1 car detached garage 2 ' o 1 car attached garage ❑ 2 car attached garage ❑ 3 car attached garage ❑ Storage building- commercial ❑ Storage building- residential ❑ Other What is the proposed height of the structure__ _feet inches Will any second-hand or ungraded lumber be used? If so,for what? N Type of Heating Syste AM oil / gas/wood /forced hot air/ baseboard/other: Number of Fireplaces to be installed (3 Number of Woodstoves to-be installed . List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder OR) PISSoc' -e3 2 4 �Ilovvv. N`( +0 -3`(- Plumber re,1-0,6,rrc, tu Y 31 Z— 124, Mason FGwt ru CB e tilAvvx 1k4 -710—71-2e Electrician 5ckeiteakapf vz .z+{e- 5k N-12tiitot 1��' 341, —2.S 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 ,irector of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all ne 'on. Signature: owner,owner's agent,archit t,contractor ,---"gr--• '' .---!!!---.; _, :.‘ F 1L. .-. - ii,•-" 1 r ` -...171..=-1"_. ...- .....- :- -,.' -.=-2..'- -ner- . , ,:,, ,---,...., _,..... . , r '1 ,. , . /7, \ THE INSPECTOR , Z„..r. kCC)\ „,.. 7.;,-.., i.....„ ‹....d i1--,' 21, 7063 State RI.374,Chateaugay,NY 12920 \ HI: 1-8013-487-0535 www.theelectriealinspactor.entst li 1 ...4!. I 'q Data:Noveaker 4.2002 • Apialicatioa Iira,OnFtle: 007157 1 i ,. TUGS CER'IIFc...._4 -- IES THAT A.O.W. I N '' Only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of: .0- N 1,-- \ "7— \ (-- V-4.---4‘*"Y 88 Longview Drive Town of Queensbvay Contractor: Schenectady Hardware&Electric , • % si r 7„.>_____ / , \ In the foil:min location: Basetnent 12141oor 2"Bleor 3'd Floor . 4f'Flow Section Block Lot a' ! • , 4 \ 1 . , y • 4 . : Was examined On 10/31/02 and found to be in compliance with the requirements of the National Electric Code. • li II GFCI Fixture Outlets Receptacles Switches ' 15 Tiewn.... I ii 1 3 Fistiires 7 Ramos Cooling Dezio3 • Ovens Did]Wadiers Ethatist Fans Stnolsoftleat , IA .I -A.m..,tiranm . I slimmTntm:Wiame:atem 4:TM1:11:11m,trig:14: :16 nodleiK: I AIM- KW. Ault MT NI.Amil LW- ' ale.lars• i 1 . 4 I iAmt. KW. Oil ILP. Gas UP_ Amt. Pratt Electric Oil _ Gas .Amt. 'Mang Ito.of Feat Amt. Km. Ann. KW Amt. KW. Amt. KW. 1 II : . t/ 1 Fit. 1.5 . n . A Transromrers Alarm Systems Spezial Receptacle Panels Motors Signs Track Lighting Disposal • KVA NV PS Del Panel Aug. K.W. A . No.ofeireuits Rating Ann. H.P. _ Ann. No:of Lamps No.of Heads Ann_ H.P. d II Ch 1 \ 1 20.Aosp. t 4a 200 ::' -......_ 1 1 30 Alm. ,J . ( I f,, &mice Disccumed Equipment • - Service 1 Amt. , mop. Type _. MMeter1 Phase 1 Phase 3 Massa 3 Pima No.of C . — ' AWG. • No.of AWG.of Na of AIM of I 2W 3W 3W 4W Comilguto _ CC.mind Ite.nuabs Noetrslo 111-1-st 111-1-aP \ 1 = 11 c I • .1 . r - - . 0er1 At Erodes • ''. • 2 EsilLiglits .. . _,,,,, ----:,---- --- Manager f • • ..,.,z, ..,. This certificate must not be altered in any manner;i!tuna to the office of THE INSPECTOR ifincorrect. Inspector's credentiaic can be verified , "A / 1....... . • . ---,..,-......,... ,..- ..-- . -------P--Pi-P — w--.. . „............... ,--..-.-•-,,..---",,,-j:1s11:::'- lii Ilk MI '''..- 111112111-MIIP".7.---- -MEI ''''N;1146A-11111P"."1-' 'Ill -iNitia- .-- -:'-ii;; ' '- '_iat:'1.4'---1''-i . -1;iii•C‘i-p-'11- RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: l c� - Building&Code Enforcement D Dept.of Community Development Arrive am/pm Depart. pm ' Town of Queensbury Inspector's Initials ` 742 Bay Road Queensbury,New York 12804 �(' NAME (-6-k) C% r/PERMIT# d /5 LOCATION ' 3Q I eryl 41/i4) DATE /d ,/ et TYPE OF STRUCTURE J h'lu.144---Cav G► `LyIc' N/A YES NO COMMENTS J p'n • Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake / Plumb Vent through roof / Roof Complete ✓/ Exterior Finish Complete Interior/Exterior Railings 30"to 36" Exterior Handrails,balconies,landing 18 in.or more Interior Handrails stairs both sides 3 or more risers Grade 2%away from foundation 8"clearance to sill plate Gas Valve shut-off exposed/regulator 18"above 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 Relief Valve(s)installed Headroom,6 ft.6 in.on stairs • Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 risers Interior privacy/trim/doors/main entrance 36" Floor Finish Bathroom/Kitchen watertight Interior Handrails Balconies/Landing 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 pe roo frog' / Safety glazing 18" ri�les0 Yal o,l�flo Final Electrical j. vie IA)5P- i Site Plan/Variance equi ed Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C(Certif.of Compliance) ,/14 r 1 4- VAA-1 14L 7 Okay to issue temp.C/O(Certif.of Occupancy)_ fL o �C/q►2 Okay to issue permanent C/O(Certif.of Occupancy) 4 e KO r Office Use GENERAL INSPE ON REPORT Inspector: (Ta to Town of Queensbury Ready at time: • Dept. of Community Development Request received: 6121/0 Z Meet: �,^^ Building& Code Enforcement At time: / f/ Yr l 742 Bay Road Queensbury, NY 12804 ARRIVE „: T a •,a Notes: (518) 761-8256 Inspector's Initials NAME: ,�D 4s o-, . PERMIT# CJi'v 1 LOCATION: 3Gj (Jl'J✓ �V �+ INSPECT ON(date): /o/2.-cd 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 purpose on site F oundation/W allp our Reinforcement in Place Foundation/D amppro offing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent / N./Framing Jack Studs/Headers 11\-k 'l..- , • Bracing/Bridging � ,��J �� Joist Hangers ^� --�—o� \ `-tl E Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour ALL F C') l f Ed Penetration Sealed Fire Wall 2,3,4 hour .Firestopping L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc OCT-23-02 WED 12:38 PM BELL, TRUSS DEPT. FAX NO. 3551371 P. 01 oA Mffek MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Ro:AOWgar Telephone 314/434-1200 AOW Assoc#B35949/The Glen @Highland Fax 314/434-5343 The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc.under my direct supervision based on the parameters provided by Bellevue Builders Supply Pages or sheets covered by this sea113837743 thru13837745 My license renewal date for the state of New York iDECEMBER 31,2004. ,/i It.OF NQly 7 6c 4210 W. 04:44. -- - . 4, ife. ,._ et;1 • f ti S `' Z-ti w �So ,.$7 , ;! Qfi PN^ September 18,2002 Gabler, Stephen W. The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI-1995 Sec.2. OCT-23-02 WED 12:38 PM BELL, TRUSS DEPT. FAX NO. 3551371 P. 02 T- BRACING DETAIL YT-T-BRACE r I, -WW CROSS SECTION DETAIL NOTE: T•BRACING IS TO BE USED WHEN CONTiNUoU$ T-BRACE LATERAL BRACING IS IMPRACTICAL. I-BRACE MUST COVER 90%OF THE WEB LENGTH. T-BRACE y NAILS NAILING PATTERN A. WES T•BRACE SIZE r NAIL SIZE NAIL SPACING 4- 1x44ar1x6 10d IVO.C. a T 1 r 2x4,6,or8 12d 8'O.C. USE 0.131"DAM.x 3"LONG 10d NAILS WEB ` USE 0.131"DIAM.x 325"LONG 12d NAILS NOTE: NAIL ALONG THE P ENTIRE LENGTH ALLi OF PLIES T•BRACE(ON MULTI-PLIES NAIL TO ALL PLIES) NOTE: T BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER)AS THE MEMBER BEING BRACED. ONE PLY TWO PLY THREE PLY • T,BRACE SIZE ^ T-BRACE SIZE T=BRACE SIZE SPECIFIED ROWS OF REQUIRED CONTINUOUS LAT.BRACING WEB SIZE 1 2 1 2 1 2 — 2x3or2x4^T�•n� 1x4 2x4 2x4 2x4 2 x 6 2 x 6 - 2 x 3 1 x 6 2x6 2x6 2x6 2x6 2x6 2 x 8 2x6 2X8�u+ 2 x 8 2 x 8 ' 2x8 2x8 FOUR PLY FIVE PLY . T-BRACE SIZE T-BRACE SIZE SPECIFIED ROWS OF REQUIRED CONTINUOUS LAT,BRACING WEB SIZE I 2 1 2 --- 2x3or2x4 2x6 2x6 _rt 2x8 2x8 m— 2x6 2 x 6 2 x 6 2x8 2 x 8 -2 x 8 2x8 2x8 2 x 8 2x8 4o1 NEW'0 cit.P.pAUL ga .* ga g 9,0 'U71348', grOpEsspb March 15,2001 • AWA1IMN0-Perms de awn Parusnelerr end MAD]NOTES ON THIS AND lustratia sziox flEVOR&UM •im.a Design volld tar use only with MINk connectors.Ibis deslpn Is bated only upon paramrlon Chown,and ii ror an IndMdvat building component to be MI! inilaiMd and loaded yepttaglly, Applicability of dollop,petamolen and proper Incapoiarlon of oomponenl It retpontibillly of bur ding dedgner•nor truss deslprrel.Bracing thown I tof Idtefal tuppert of IndlvldUgt Web members Only.Addtional temporary broclnp la insUie stabOly during cone tuelion it Ina respanelbhlly of the electof.Additional permanent bracing at the oveiail shvcture Is Ilse responsibility pl the buldhg detIgnet.FOP general guidance regarding fgblicatlan.gllalily coniroL slorege.aelNery,election and bracing.Conlon GIST-66 Quarny Standard,01144 Pawing Spacificalton,and 1411.41 l A iTek Handling!mewling and Ironing lecommendallan avaliable from Truss plate rntlllule,383 b'Onahb Drive,Modkon,WI b3719. `rt/' OCT-23-02 WED 12:38 PM BELL. TRUSS DEPT. FAX NO. 3551371 P. 03 T • r .:. ►--� Mitek Industries, Inc. WEB BRACING RECOMMENDATIONS MAXIMUM WEB FORCE(Ibrs.) X-BRACE 24"O.O. 48"O.C. 72"Q.C. • BAY SIZE LATERAL BRACING MATERIAL TYPE ,LATERAL 6RAGINEI MATERIAL TYPE LATERAL BRACING MATERIAL TYPE A B C D A B C D c D 1a'O" 4600* 4so0 4600* 6900* -1344 41300 al3flp " 6900' 4034 6392 12'-0" 3942 * 3942* 3942 * 5914 * 1344 3942« 3942 * 5914* 3942 * 5914 B 14-0"• —- 3450 * •3450 ' 3450 ' 5175* 1344 3450* 3450* 5175* 3450 * * 5175 • 16'0" 3066 * 3066 3066 * 4600* 1344 �3066* 3066* 4600• 3066 * 4600' 1B'-0^ ,�, 2760 4, 2760* 2760 * 4140*7. 1344 2760* 2760* 4140 ` 2760 * 4140* 20•D" 2509* 2509 , 2509 * 37ts"3* 1344 2509+ 2509 * 3763* 2509 * 3763 * -CONTROLLED BY CONNECTION. _. _.. GENERAL NOTES TYPE BRACING MATERIALS 1,X-BRACINOIsREoUIREDToTRANSFERTHEcuALILATIvELATERALBRACEFORCEINTOTHE _ ,_ ROOF ANONR CEILING DIAPHRAGM,THE DIAPHRAGM IS TO BE DESIGNED BY AGUALIFIED _ PROFESSIONAL, • 1 X 4 INO.45 SYl' 2,THESE DALCULATioNs BASEO ON LATERAL BRACE CARRYING 2•%OF THE WEB FORCE. A -OR- 3. X.BRACING MATERIAL must 9E SAME SUE AND GRADE OR BETTER,As THE LATERAL BRACE MATERIAL.AND BHA)!,BE INSTALLED IN SOCHA MANNER TRAY IT INTERSECTS WEB MEMBER6 1 X 4#2 SRB(OF,HF,SPF) AT APPROX.45 DEGREES AND sw,Lt,BE NAILED AT EACH END AND EACH INTERMEDIATE A TRUSS WITH 2-164 CoMMUN WIRE NAILS.(3.10d NAILS FOR 2)(6 MATERIAL) •— 4. CONNECT LATERAL BRACE TO EACH TRUSS WTIHTW0 154 COMIdON WIRE HAILS.(THREE 166 NULs Fon SYS LATERAL BRACES) B 2 X 31f3,STD,CONST(SPIT,OF,}1F,OR SYP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP Al LEASE ONE TRUSS SPACE FOR comiNUITY, 6, FOR AODmoNALGUrDANCE REGARDING DESIGN AND INSTALIAT1oN OF BRACING.CONSULT C 2 X a 83,$1'd5,CONST SDP,OF,HF,OR SYP) P SB.BD TEMPORARY BRACING or METAL PLATE CONNECTED WOOD TRUSSES AND HIB.01 HANDLING INSYALUNGAND BRACING FOR RECOMMENDATIONS FROMTRuss PLATE INSTITUTE, 5113 D'ONOFRIO DRIVE,IMDISON,WI.52716._____ 7, SEE SEPERATE TRUES ENGINEERING FOR DESIGN OF WEB MEMBER, D 2 X 6#3 OR BETTER(8PF,OF,HF,OR SYP) 6. THE 16d NAILS SPECIFIED SHOULD BE AS-LONG AND 0.1e2'IN DAMETER,IN ACCORDANCE WITH NOS 1661, NOTE:FORA IMAGE;OF 24-B.C.ONLY,MITE EF$M ZER TRUES 831001O WATERS CAN BE SUBSTITUTED FOR TYPE A,B,C AND D BRACING MAT@a1LL.CR050 NTAChM MR 6TA411TkNe ARE TO BE FRONDED AT BAY 612E NDIGATED MOPS.Yn1MM DIAPHRAGM BRACING 16 REQUIRED AT PITCH UR!AI(5.BTAe6.atlf5 MAY IN RIPLACEO WITH WOOD BLOONMm.DER STABILIZER , TRUSS BRAG91st MBYALLATION 0UWL AND PhoEUCT 6PECIFICATTON, --' ^-,-4 4.1 \--'-'-'-'-'-'------..--- .1.. - ---'-'-'----.7 f I I LATERAL -- --- ' BRACING '� ,1j ''‘k 1y MATERIAL �'" led NAILS ` (SEE NOTES 4 N.B) 4� � _, �. �� i �' 4OfNEkO0, 4, iiiin W )(.BRACING to MATERIAL -_ Op 071346' 4 7QFESVP" TRUSS WED MEMBERS March 15,2001 mmiliiimminesimililmimmimolml a WARNING-Verf Ar dee(pn parameter,and RSAD Noss O IMS AM RXV SX EIDE REIORI USE ill_ri De119n valid toy use only wnh Mrtakc eonneciort.Tht1 deslan Is belied only upon paramelel thown,ana Ii TOT an Individual building componell To 13e 6rdailed and loaded ve111caly. Applicability of dellgn parameter;and plopel Incao0O1allan of component Is tespand1lny of building detipnet-non hum designer.Bracing shown Y 1or lalerol fuppoll of Individual web membell only.AdaiWna)Temporary b+acIn0 to Insure tiab5ly Outing cond.ucllon It the responEbillly Of the eteelOt,Addhbnal Potmclnent liiIgCIng al the Oveldtt timeline 1;the refp0n5IGIIBy of The building d*,gne1.For metal guidance tegatdlna(abilcallon,quality control,;forage.dellwry,e,eclton and bracing,consult O f•86 Quality Slandaftl,C51-69 Dacha Spearttcallon,and 1411-91 M iTek6 Handling 1Tµtalfing and Iraaing MSDommendetlen available loom Tout;Plots Indllut*,583 D'Onoflb Nye.Madraon,WI 53710. OCT-23-02 WED 12:39 PM BELL,_TRUSS DEPT. FAX NO. 3551371 P. 04 I Job I truss Truss Typo " ' •• •• OrY [Ply j A0W•Assoc#B359491 The Glen @Ilia/II:Ma-— .4 iIADWGpR 1AOW57 COMMON 13837743 5 )1 l i (optional) ..- _ .I 1,1 Bellevue Builders SuphiY. C)ienectr'Idy,NY 1230G .4720.1—•$RT;;J0.2e 2002 MiTek lndustnos,Inc, TUC.icp 77 10;64:292t11`}2 18ye 1 1- f_ 2,_:2-0_._. -- 6.7-0 -- I 2.9 9 , 3x5'-. 2.9.8 Scala=1:15.0 / TI.22 6.00I T2 / �I ,��, 1�� J y� • r/ 'ti 3 1//,f t l'il-V. ' ' ....„6,1.]Iri 3x5 ' 3x5'- ' ,p.;-9.1.. . .. .__. 5.4.0 -- - ._ ... ,.15-7� 0-3-0 6.1-0 0-3-0 Plate Orients(X,Y): (2:0.2.13 EJ(gel.. . _ LOADING(psf) SPACING ....2-0-0 CS! ---- DEFL In floe) 1/defl PLATES GRIP TCI_L 50.0 Pintos increase 1.15 TC 0.12 , Vert(LL) n/a - n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 I BC 0.06 Vert(IL) -0.00 1-3 >999 BCLL 0.0 Rep Stress lncr YES WR 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code BOCA/ANS105 1st LC LL Mini/del — 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CI LORD She„shed or 5-7-0 no purling- BDT CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10.0 0 oc bracing. REACTIONS (Ih/si1n) 1=359/0-G-B,3=359/0-5-8 Max Hors 1=-G0(load case 2) Max Uplift1=-G8(load case 4), 3--58(load case 5) FORCES(lb)-First Load Cast)Only TOP CHORD 1-2=-265,2-3=•266 601 CHORD 1-3=216 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds tat 30 ft above gtourid Ieve1,using 5.0 psf top chord dead load and 5.0 f l bottom chord ciOad load,in the gable end roof Tone on on occupancy category Is,condition 1 enclosed building,with exposure C ASCE 7-95 per BOCA/ANS196 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 3) Provide mechsnlcal connection thy others)of truss to bearing plate capable of withstanding 58 lb uplift at joint 1 and 58 lb uplift at joint 3. 4)Thin truss has boon designed with ANSI/I-PI 1.1995 Criteria, LOAD CASEIS) Standard OF NyyY y ; a, ' AID.-,1 LP? "V 063E d �fiC? A�OPESS1cA*. September 18,200 Q WARA7Nr7-Tally d dprt pavanes,a and READ NOTES ON T1S S AND REVERSE SIDE BEFORE ME --.. Design vaod for we only with Wilk aannectors.Thk design 4 based only upon parameters shown,and Is for an Individual buDdIng component 10 be � Installed and loaded vetIbally. Appllcablwy of design pommeled and props Moarparbrlan at component Is le><poneblllly or building doslgner•nod hers designer,wooing shovrn k for btelol tuppoll or Indlvllual web members only.Additional lemporary bracing la Insure Mobley doling canelruollon Ir the leeponselelty at the woolen.AddltIonal permanent prating at the overate structure 4 the reoponrlbllly of the building designer.For general guidance regarding(abt100110n,tfuallly control,storage,delivery,erection and bracing.consort ra51•A✓!Quality Standard.DSI-E9 Bracing Specification,and HMI.91 I�■iTeke Handling ln.talling and mooing Recommendation available from Tium Note Inslltute,SOS D'Onotrb Olive.Maakon,WI62710. J� OCT-23-02 WED 12:39 PM BELL. TRUSS DEPT. FAX NO. 3551371 P. 05 Job I1'ruis-'-'"•- -' Trues T - I YPo - Oty• I Ply' 1-7VOW/-a7635949/The Glonighly @H i----'- 13837744 r AOWGAR •AOWGAR VAULTED 52 1 1 l(optional... -A3-616uc Builders Supply,Sclieneelecy,rlY 12306 •- •- . -4720y SR1 s Jul 2'a 2002 MiTek IndustriesTir7 lue Sep17 10:54:30 2002 Page 1 -p:1 T-p••----_7_4.4 i •- --13-e-12 I _, •__•194-2 -i•--.___.. VI-a-a- ..... •-• 21•g-1—i p 0-11-0 7-4.4 84.7 5-3-7 5-11-il 0.11-0 5xe Scale=1:°is.7 aoo[i2 5 `\ 4x6 f.. �`� f�f ~.;,. .-ti4 2x4-"- Axe ,• 4 *r ". ' 6 y: , op` _:•lilt - --1 _ : _ _ 7- ' , B ` 3 � cv 2 . ..... I1 19 9 aK7-- "Ci Gn� ~ CO 4x4- 3x0- — 4x10 5.00112 • 4.10.5 , 13-8-12 ••1•, • 5-0.0• . I 4-10-5 8-10-7 i1-3-.1 PlaTa 1Jffsrl4(X,Yj:•,• 30 9 OO;tt72), [7:0-7-20:0-101,ftOrO 2:0,Cddc):_• • LOADING (psf) 1 SPACING 2.0 0 CS! P6FL in (Ioc) I/dell PLATES GRIP TCLL 50.0 I Plates Increase 1,15 TC 0.69 ' Vert(LL) -0.23 11 >999 M1120 197/144 TCDL 10.0 I Lumber Increase 1.15 BC 0.B7 Vert(11) •0.50 7-9 >592 BCLL 0,0 1 Rep Stress Ivor YES WB 0.99 Horz(TL) 0.22 7 n/a Km10,0 Coda BOCA/ANSI0S let LC RL,Min 1/dell = 360 Weight: 112 lh LUMBER BRACING — _._.._ _... .. .. ----- TOP CHORD 2 X 6 SPF 1650E 1,5E•Except• TOP CHORD Sheathed or 3-5-6 oc purlins, 5-8 2 X 4 SPF 16501!1.5E OOT CHORD Rigid ceiling directly applied or 8-8.0 oc bracing. GOT CHORD 2 X 4 SPF 1650F 1.5E t("XGept` WEBS 1 Row at midpt 3-9 2,11 2 X 6 SPF 1G5OF 1.5E WEBS 2 X 4 SPF Stud'Except' 5-9 2 X 4 SYP No.3 REACTIONS(lb/size) 2=1855/0-5-8,7=1855/0.5.8 Max Horz 2=299(load case 3) Meg Uplift2=4355(Ioed case 4), 7=-329(10ed coee 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=26.2-3=-5033,3-4--1656,4.5=-1G56, 5-6=-1670,6-7=•2209,7•B-30 GOT CI IORD 2-11:-4432, 10-11=2677,9-10=2677,7.9=1807 WEBS 3.11 w2313,3-9=-1453,5-9=1138,6 9"-514 NOTES 1)This truss has been checked for unbalanced leadrny c0rldluarls. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5,0 psf botlorn chord dead load,in the gable end roof Sono on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they pre exposed to wind, If porches exist,thoy are not exposed to wind, The lumbar DOL increase 1p 1.33,and the plate grip increase is 1.33 3)Bearing et toint(s)2 considers parallel to groin value using ANSI/TPI 1-1905 angle to groin formula, Building designer should verify capacity of bearing surface. 4)Provide mecllanIClal ConneCtiOn(by others)of truss To be;irirtrj plate capable of withstanding 355 lb uplift at joint 2 and 320 lb uplift at joint 7. 6)Tllias truss hos been designed with ANSI/TPI 1-1995 criteria. aF rv��, LOAD CAMS) Standard APB W 0,, f-�� r,--4 t. ,. ( ,, . ...,...„: ,,, ...: ,. ,,,,..,„„ al CJ 0d tie,0636'31 (i Rr)FZS SI 0I''‘P September 18,2002 A WARNING.Verrill,design.pwnmaLm and READ NOTES ON TAM AND REVERSE SIMa BEFORE U . ice® Design valid for um only with Mlfek connectors.The design is bated only upon parameters shown,and Is for an Individual building component IQ Be visioned and loaded vertically. ApplleabWry of durlpn parameters one paper Inearporallon of camponanl Is respanslb@ly et bullding deIIOner�not Hull designer,Brachia Shown Is for lateral supped of Inalvklual web members only,Addlllonal temporary Mooing to Insure stability dmind construction Is the responsibility of the elector.Additional permanent bracing of the overall Olrualure k the responsibility of the building designer,For general guidance regarding fabrication.guiltily control,dotage,delivery,erection and bracing,consul)a5f-00 Quality Standard,D31-59 bracing Speellleatlon,and HIS-91 M�T rr►�� Harland Int1dlllnp and areerrag Recommendation available from Trust Pia le lntlllule,583 D'Onorilo Drive,Madkon,WI 53710- OCT-23-02 WED 12:39 PM BELL, TRUSS DEPT, FAX NO. 3551371 P. 06 y :_.._...._.._... __ _ ...-- .Job [Truss Truss Type - City Ply ' AD1R/-(ssoeAQ35949/The Gleri @HigTlland- ? AOWGAR I AOWGARG6 GABLE [2— J 1 I I3837746 1 ___ (apliongl) ...B.tillevue-8uildl s Supply,Schenectady,NY 12306 4,201 SF{7-s Jul 26 2002 MiTek Indus>;rlea,Vic. 'due SeD 1 7 10;64,3) 2002 Pabi 1 -- a 11 540-1; , 7.10-B 1 9_10-8 )11.10.8 1 13.8.12,_13_10_8-f 17-10-ff 118-10-a 1 21-10-8 1 _ 25-0.0 __215.1110 0.11.0 5.10.8 2-0-0 2-0-0 2-0-0 1-10.4 2-1.12 2 0,0 2.0.0 2-0.0 3-14 0-11-0 5x5_: Scala=1:61.6 aoo112 8 2x4 11 2x4 II 2x4 II • axl; 7! 4 ,,,,Fly `FL , 2x4 I 2x4 II 5'� \••. 10 64''fit' 1I1--,' 2x4 II 2x4 , 4 III II •"11 13. 2x4 II 3 'I it •• f `fJt, �� I •1'R-t•--ILL--I f -'- --i-'r I 4II� , I� I .10-- •1 •.r--� :..� l 1 I I r , r 1 1 • I i 1 II 13x6 " i' -r2 ,_.y' , 1 251 24 23. 1221 I2301 1 19 I 118 I 117 , 116 I 115 1 I i 3,-- 1, I 1 1 1 I I I 1 1 I I I I I 1 3x5 r 4x0 2x4 'I 2x4 II 5x6= 2x4 II 2x4 II 2x4 1 2x4 II 2x4 11 500112 2x4 I. 4-10-5 I 13 8.12 I 25-0;0 I 4.10.5 8-10-7 11.2-4 PN:ite Of fseta(X,Y)i 12.0-2-4,0_1.81,113:0-2.1010-1-81,(21;0.2-4,0;3-01, (25:0-3-0,Edger .•_ • LOADING (pail SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 50.0 1 Plates Incroaso 1.15 TC 0.22 Vert(LL) n/a - n/a M1120 197/144 TCDL 10.0 I 1-timber Increase 1.15 BC 0,16 Vert(TL) 0,02 1-2 >726 BCLL 0.0 Rep Stress Incr. YES 1 WB 0.20 Hor21TL) 0,01 13 n/a BCOL 10,0 I Code SOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 128 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E'Except" TOP CHORD Sheathed or 6-0.0 oe purlins. 8-14 2 X 4 6r'P 165011 1.5E BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. BOT CHORD 2 X 4 SPF 1650F 1.56 'Except' 2.25 2 X 6 SPF 1650F 1.6E OTHERS 2 X 4 SPF Stud 'Excepts A-19 2 X 4 SYP No.3 REACTIONS(lb/size) 2=454/25.0.0,25=225/25.0-0,21=16/25 0-0, 13•'333/25-0.0,19=244/25-0-0,20=245/25.0.0, 22=301/25-0-0,23=117/25-0-0,24=562/25-0-0, 18=283/25.0.0, 17-291/25-0-0, 16=232/25-0-0,15=416/25 0 0 M51x Norz 2,-'299(Ioad case 3) Max Uplift2=•116)load case 5),25=-8(Iood case 3), 13 su-44(load case 5).20=-866oad case 4), 22 i-130(load case 4),23.-160ead case 4),24=•306(load case 4), 18=-87(load case 5), 17=-116)load case 5), 16=-92(loed case 5), 1 5=-1 5 200ad r•.rir•e 5) Max Gray 2=454(Ioad anal),25-.225lload case 1),21=16(loiid case 1), 13.=333(1oed case 1), 19=244(load case 1),20=259(1oad case 6), 22•.304(Ioad case 6),23=117(load case 1),24=553(1oad case 6), 15..288(load case 7). 17=291(Ioacl case 1), 16=232(load case 7),16=416(load ease 7) FORCES(lh) -First Load Cato Only TOP CHORD 1-2=41,2-3=166,3.4=•198,4.5=-86.5.6=34,6-7=-114,7•B,m22,B-9=-108,9-10=-107, 10-11.-•104, 11-12=-122, 12-13=•146, 13-14-•57 601 C11011D 2.25�.78,24-25=37,23.24-.:37,22.23=37,21-22=37,20.21=37, 19-20=37, 13-19=34, 17-18=34, 15 17-31. 16-16=34, 13-15..34 WEBS 8.19•--204,7-20=-220,6-22=-266,4.23-•63,3-24=-640,9-18=-245, 10.17=-246,11-16=-208, 12.15—336 NOTES 1)This truss hoe been Chocked for unbalanced loading Conditions, 2)This truss has been(Malarial for the wind loads generalcd by 90 mph winds at 30 ft above ground level,using 5.0 psf top � NE�/chord dead Io,ad and 5,0 psf bottom chord dead load,in the:nablo end roof zone on an occupancy Category II,conditiononclaaed building,with exposure C ASCE 7.95 per BOCA/ANS195 If end verticals or cantilevers exist,they aro exposed to (."----c:;,& �` Q� .�W.0,,�p O,45 Wind. If porches exist,they are not exposod to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33f. 3) �Trwat twit n1:d for wind loads In the plane,of the truss only. For studs exposed to wind(normal to the Face),see MITA +1-.Standard Gable End Detail° 63 A j V.¢ 1ik 4) Gable rent continuous bottom chord bearing. I.-, CC 5) Gable studs alarmed at 2-0-0 oc. 1 6) Provide mechanical connection(by others)of truss to haurin9- plate capablo of with5tar11lir10 116 lb uplift at joint 2, B lb uplitP r at joint 25,44 lb uplift at Joint 13,86 lb uplift at joint 20, 1-0 lb uplift at joint 22, 16 lb uplift at joint 23,305 lb uplift at 1. 4.-• , .1 s•d joint 24,67 lb uplift at joint 18, 116 lb uplift at joins 17,92 lb uplift at joint 15 and 152 lb uplift at Joint 16, • � 7)This truss has boon designed with ANSI/fPI 1.1995 criteria. ��A ND,fi63']3p `a 4 LOAD CASES) Standard °FESS10 Septembstr 18,2002 WARNLVQ•Vet(/&design parumeterr and READ Ncrrical ON TRW AND REVERSE SIDE BEP'OER UM MW valid tot use only With MITek connectors,Mk din l based only upon poramotert mown,and li for an Individual building campanent to be indolled and loaded vortkgly. Applicability of design poramefore and proper Incorporation of component le reepenelblllly of bulldinq dedgnel.not bust designer,siccing Mown I lot latera(tuppoll of individual web membelt only.Additional temporary hracing to insure itabItly during avmIruCllon It the Ie100rlabtlly of the erecter.Additional permonenf bracing of the overall elluelule I the responsibility of the building designer,For general guidance j A�/ regarding fabrication,quotty canlroL slolage,delivery.erection and Wooing.consul!09T-5D Qualify Standard.DSI-59 Racing specification.and NII-91 M ITGR� Handling In.lelling end Treeing Reeommendellanavailable from TIutsPlate Inslllule,583 D'Onofrlo Drive,Madkon,WI63710. W , • )13 2-- l k . Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: bvlr/0-2...._ Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVEam%pm DE SAT �A, 'a yy�- '"Notes; /�/ (518) 761-8256 Inspector's Initials(,/ 1 _V NAME: kaki' "v 4-ssee„ PERMIT# V I V Vg LOCATION: C 37 Likxgrf D- INSPECT ON(date): /t)/�il 2. TYPE OF STRUCTURE: C---cW4- RECHECK j _ b 3‘400 N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form V 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 Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab _ Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- c� C Foundation Walls Exterior R- � �� -'�I Y Floors R- . Walls R- Ceiling R- Duct work or piping in unheated spaces R- 'roper Vent,Attic Vent I Framing ! V Jack Studs/Headers • Bracing/Bridgin Joist Hangers."( Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed �. ire Wall 2,3,4 hour f � —�0 ��` Firestopping o'er L& L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc +k- Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury 167 Ready at time: 7p��7Dept. of Community Development Request received: (l iq _ Meet: Building chi Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE 1;56 at OraE 00 am m " Notes: (518) 761-8256 Inspector's Initia L NAME: 2Fr o` L�., PERMIT# eUU. LOCATION: 'TILL G ( s& `361, L o VC -0 br. INSPECT ON(date): C14 (ci/6 TYPE OF STRUCTURE: RECHECK N/A YESi2C0 COMMENTS • Footings/Piers Monolithic Pour Form Reinforcement in Place ."3 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 Reinforcement in Place Foundation/D ampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation _ Foundation Walls Interior R- Foundation Walls Exterior 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT6 Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPART = 0 am/pm Notes: (518) 761-8256 Inspector's Initiala — NAME: 1-1A4.,- (7(--67`" PERMIT# 0 1 -,f:_ � LOCATION: M Lo l`)� V t 6t,) 1afi, a INSPECT ON(date): `1) /8(67z� TYPE OF STRUCTURE: RECHECK Footings/Piers N/A YES NO COMMENTS • v � C Monolithic Pour Form / D ^ )0-7 A-0 K (I' AC i. Reinforcement in Place a /V The contractor is responsible for • providing protection from freezing 1 Z G C for 48 hours following the placement (. 2o'�c �� tQ /r G `/K • of the concrete. Materials for this purpose on site Foundation/Wallpour _ S --e -IDCy J_/4- ( Reinforcement in Place _ 2. Foundation/Dampproofing Backfill Approval__ Plumbing Under Slab Plumbing Vent/Vents in Place 174. _ Fd 2 RE-'--C/-(fr-Ct< Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- I` _ Foundation Walls Exterior R- Rq�j U k�� )18 \-o d 1 (jJ G DE? _ 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc