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2000-024 (2)4�5 it -eaw KT J«w 4. Lf- 0/ 16�EACYE 0 nXi'ZY -TA K -:�;T L— t YV I --lor to �sT��C C.6� r-X JS7T 114& 60R - SLAB fimtt Y'Z + As"w- *OL-rs CAW) VNNeEVAP-D 51 IN -To m4swel U TOWN 07QUEEENSBURY OU;LDING DEPARTMENT Bi ased on our limited examination, co,-,.pliance with our comments shall not be construed as indicating the plans and specifications are in fLA mfnHianpa with the rwin (00* t N TwCTin�4 C-A LAS. m J r 2- VL N, 00 hiDE of (,Pf(0 N0TCV4,0 POST Oi(o uOVED PvcT NX�iT b<y G �?�N6 ODD m N-o 4 E Y r..YN I�Qu WIT�lopOf- �vot-IV 10f �LANOF, i ww� C I(c"V-c• 11Q, tsIcoiCG G ll,'709 9 l9 pv�T (W-T op) — 2►'��' tea, G !)G I X(P Posh" _ 1aL Post �T1NO W��;fii`4 W-4 whi zVi11oN G 4PXT p U,lm ALUMINUMOWL b" i;�9 ►t�llt.isi�orl I EVOIONS I DATE: 11 file itV .a i _w �i/fwV !,l �.irw✓,r� �.r„u.,. Ir wf.. it-rn � \ I al N P..-m 10"It4l 406efvk' I(X 0WWl& W% P69 #1. 1, 4 W5 W� AT (t`fP 9xi *1(TAP`• bx) AAM M N41 tVW! I — — z N L. J s� -o 5 Ab0\/E. Q 1 fo"0.4. J AA 1-0,41 M, 14-tw gs I V " —;,," 0 I I SOI I f L to z r-I M LPft�l+ mg--f✓ WITS +IEU f,7 Ll.q Wft h 1'�pg, �I,�UaTiDN 140. 00 loll=� !■r■■ - l0 1 011 a logo M5 N Ia Lj OW MINNIE 111111111 U A! TOWN OF �a�.MMK0urknbdexw*wjM mosim va Our arner ftbecw4tWas. tswl tdMbVtW Pbmpwvsdmdm8r9jnu =npba we J* code. 0. NOTICE KRAFT PAPER INSULATION MUST BE COVERED BY NON-COMBUSTIBLE BARRIER NOTICE FOAM INSULATION MUST BE COVERED BY A 15 MINUT - EWAL BARRIER KWM AK N"a 11 9WOOMS, AWAM9 To Ban=% AN ON EAW FLOOR LEVEL INCLUDING CaW (W KMENT ALL SMOKE DETECTORS SNAILBE INTERCONNECTED ON AL['I F:-- �VA77 10 N )c - yea JAN 2 6 2000 REVISIONS / DATE: 1:11 ma m MiTek Industries Inc 807 SOUTHWESTERN RUN SUTE 2 imp mYOUNGSTOWN OH 44514 USA FAX(330)629 8241 TELEPHONE(330)629 8040 Re:wtc BELLEVUE BUILDERS.SUPPL 40, The truss drawing(s)referenced below have been prepared by M1Tek Industries,Inc.under my direct supervision based on the parameters provided by Bellevue Builders Supply Pages or sheets covered by this seal:Y1058106 thruY1058107 Mylicense renewal date for the state ofNew.York is July 31,2000. Zs #06f18E?. +v February 22,2000 LeBarron,Paul 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 See. 2. cONISTRI I-, -1-4 r. �,, p '/� ? ,,/'y `�-Is���//�11se,(-2 ._ • • �`� J���SdsW;,::P.:���e� 1 g �2Yt"r{S Ur, L/� . . ": , CLceee) sGcc :� Jab Truss• Truss Type city Ply BELLEVUE BUILDERS SUPPLY. Y11058107i WTC HILL3 QUEENPOST 6 1 HILLTOP CONSTR.B65041 Bellevue Builders Supply:Schenectady,NY - � � � ,•4,"2 s.Oct 7 1999 MfTek Industries,Inc.Tue Feb 22 15:33:19 2000 Page 1'. 100 5-4-2 10-1-12 14-1i-6 20-3�8 21-3-8Scale-1.402 1 0 0 5 42 4-9-10 49-10 5-4-2 1-0 0 - -4x4— 4 6,0012 i 2x4-Z:�- 2x4 i W. �• 6 7I� - . - - 4x5= - 3xa= 3x5= 10-1-12 20-3-8 10-1-12 10-1-12 Plate Offseb;fX YY f2.0-1-0 edael 16'0-1-0 edgel ' LOADING(psi). SPACING 2-0.0 CSI DEFL (in) (loc) Udefl PLATES GRIP ' TOLL 50.0 Plates Increase I'15 TO 0.55 Vert(LL) -0.10 9 >999 M20 ". 197/144 •TCDL, 10.0 Lumber Increase 1.15 BC 0.73 Vert(rL) -0.35 6-9 >694 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.06 6 n/a BCDL 10,0 Code SOCAIANS195 1st LC U.Min Udell=360 Weight:7D lb LUMBER BRACING ' TOP CHORD 2 X 4 SPF 165OF 1.5E ^m+ TOP CHORD Sheathed or4-1-11 on center purfin spacing. BOT CHORD 2 X 4 SPF 1550F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, WEBS- . 12 X 4 SPF Stud REACTIONS(lb/site) '2-1537/0.5-8,6=153710.5 8 Max Horz 2=12(load case 3) , Mai UptiR2=219(load case 4),6=219(load case 4)4. FORCES(lb)-First Load Case Only TOP CHORD.1-2-26,2-3=2156.3-4=-1531,4-5=1531,6.6=2156,6-7=26 r SOT CHORD,2-9-1911,8-9=1911,6-8=1911 WEBS 3-9--613,4-9=774,5-9=613 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind toads generated by 80 mph winds at 30 it above ground level,using 5.0 psf top chord dead load and 6.0 pst bottom chord dead load,100 ml from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45It by 24 R with exposure C ASCE 7-93 per BOCA/ANSI95 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)All plates are M20 plates unless otherwise Indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 219 lb uplift at Joint 2 and 219 Ib uplift at Joint S. 5)This truss has been designed with ANSifTPi 1-1995 criteria. LOAD CASE(S) Standard • I - - - • , ����4��� Yak - ,February 22,2000 gWARNING-VerVy design parameters and READ NOTES ONTIIIS AND REVERSE SIDE BEFORE USE. ED Design valid tot use only with Mliek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be Installed and lauded vertically. Applicability of design parornefets and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is lot lateral support of Individual web members only,Additional temporary bracing to insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall shuctute is the responsibility of the building designer.For general guidance. regarding fabrication,quality conhor,storage,dellvery,erection and bracing,consult CST-86 OuaiBy Standard,DSB-89 tracing SpecIlleaflon,and HIS-91 O A i� �I Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onotrla MV�Drive,Madison,WI53719. e Job Truss Truss Type City Ply' BELLEVUE BUILDERS SUPPLY - . - - Y1058W6 y YirTC HILL1 MOD.t7UEEN - 10 1' HILLTOP CONSTR.B65041 Bellevue Builders Supply,Schenectady,NY ;4."2 a Oct.71999 MITek Industries,Inc,.,Tue Feb 22.15:33:15 2000 Pagel - 0-0 6-0-10 11-7-11 17-2-12 '22-9-13 . - ~•28-4-14 34.5-8 '3 5$ fie=i:738 1, 1-0-0 6.0-10 5-7-1 57-t 5-7-1. 5-7-1 4x4= 6 3x5-z�- 5 7 3x5 7.00 12 3x5-z�, 2x4`� 2x4/f 4 8 3 9 Y(1 2 410- 16 15 14 13 12 4xlOzz: 3x5= 3 — 3x8= 3x5= . 3x5= 9-1.2 17-2-12 254.6 :4 5.8 9-1-2 8-1-10 8-1-10 9-1-2 • Plate Offsets fX,Yl: I2.0-0-10,edael 110.0-0-10,edgel LOADING(psf) SPACING 2-0.0 CSI DEFL (In) (lac) ttde0 PLATES GRIP TCLL ` ,50:0 Plates Increase 1.15 TC 0.87 Vert(LL) -0.24 14 >999 M20 197l144 TCDL .10.0 Lumber increase 1.15 BC 0.84 Vert(TL) -0.45 14-16 >914 ' BOLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.15 10 n1a BCDL 10.0 Code SOCAIANS195 1st LC LL Min Vdefl=360 Weight 155 lb LUMBERy BRACING TOP CHORD 2 X 4 SPF 1650E 1.5E TOP CHORD Sheathed or 2-4-11 on center purlin spacing, HOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0.0 on center bracing.. WEBS '2 X 4 SPF Stud'Except' WEBS 1 Row at mtdpt 5.14,7-14 I :5-142X4.SYPNo.3,6.142X4SYPNo.3,7-142X4SYPNo.3 WEDGE Left 2 X 4-SPF Stud,Right 2 X 4 SPF Stud REACTIONS(lb/size) 2=252910.5-8,10-252910.5.8• , Max Harz 2=73(lo3d case 3) Max Upilft2=-333(load case 4),TO-- case 4} ` FORCES(lb)-'First Load Case Only TOP CHORD 1-2=29,2.3=3772,3-4=-3315,4-5=-3315,5.6=2343,6-7=-2343,7-8=3315,8.9=3316,f9.10=-3772,10-11-29 BOTCHORD 2-16=3227,15.16=2648,14-15=2648,13.14=2648,1213.264B,10-12=3227 'WEBS 3.16=545,6-16=616,5.14=987,6-14=1691,7-14=987,7-12=616,9-12=546 • -. - •NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 80 mph winds at 30 it above ground level,using 5.0 psf top chord dead toad and 5.0 psf bottom chord dead load,100 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 451t by 24 It with exposure C ASCE 7-93 per BOCAIANS195 It end verticals or cantilevers exK 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)All plates are M20 plates unless otherwise Indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 333 Ib uplift at)oint 2 and 333 lb uplift at joint 10. 5)This truss has been designed with ANSVTPI 1-1995 criteria. _ LOAD CASE(S).Standard ' _ �tafN�� Yot., ' , - . - - . -, :. -• Syr ��' February 22,2000 AWARN7NG-Verify design parameters and REM NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek conneclois.This design is based only upon parameters shown,and Is lot an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer,Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the ereclot.Additional permanent bracing of the overall structure Is the iesponsibimy of the building designer.For general guidance regarding lobrballon,quality control,storage,delivery,erection and bracing,consult CST-BE Cuattly Standard,OSS-89 tracing Spectfleation,and HIS-91 �T�k� Handling Installing and tracing Recommendation avallabie tram Truss Plate institute,5113 D'Onofrb Drive,Madison,WI 63719. a Mitek Industries, inc WEB BRACING RECOMMENDATIONS MAXIMUM WEB.FORCE•(Ibs.) X'BRACE. , 24"O.C. 48"O.C. 72':O.C. BAY SIZE: LATERAL DRAGING MATERIAL.TYPE LATERAL SRAGING MATERIAL TYPE ? LATERAL,bRAC1NG MATERIAL':, TYPE A B C p A Eli D, 'k 10 0 4600 « 4600* 4600 * 6900* 1344 4600-* *-% , 6900 w x 4034 6352 12'0" 3942 3942 3942 5914 1344. 3942. 3942, 5914 :..3942 5914. 14'0" 3450 3450 3450 5175 1344 3450 3450 5175 3450 5175 16-0" 3066 * 3066 * 3066 w # w '' " * w 4600 1344 3066 3066: 4600, 3056 4600, 18=0" 2760 2760 2760 4140 1344 2760 2760' 4140 N+- 2760 4140 i 20'-0" 2509 2509 2509 3763 1344 ftso9 `_') 2509 3763 2509 3763 -CONTROLLED-BYCONNECTION TYPE BRACING MATERIALS GENERAL NQTES 1.X-BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM.THE DIAPHRAGM IS TO BE DESIGNED BY QUALIFIED ' PROFESSIONAL t X 4 IND.45 SYP 2.THESE CALCULATIONS BASED ON LATERAL BRACE CARRYING 2%OF THE WEB FORCE. A -OR- 3. X-BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER,AS THE LATERAL BRACE ' MATERIAL,AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS ' 1 X 4#2 SRB(DF,HF,SPF) AT APPROX.45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-16d COMMON WIRE NAILS.(3.16d NAILS FOR 2X6 MATERIAL) - 4. CONNECT LATERAL BRACETO EACHTRUSS WITH TWO 16d COMMON WIRE NAILS.(THREE 16d NAILS FOR ZXS LATERAL BRACES) B 2 X 3#3,STD,CONST(SPF,DF,HF,OR SYP) S. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING,CONSULT G 2 X 4#3,STD,CONST(SPF,DF,HF,OR SYP) y L' DS6-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND HIB-91 `�' HANDLING INSTALLING AND BRACING FOR RECOMMENDATIONS FROMTRUSS PLATE INSTITUTE, 583 D'ONOFRIO DRIVE,MADISON,Wr.53719. 7. SEE SEPERATE TRUSS ENGINEERING FOR DESIGN OF WEB MEMBER. D 2X 643 OR BETTER(SPF,DF,HF,OR SYP) 8. THE 16d NAILS SPECIFIED SHOULD HE 3,6'LONG AND 0.162'IN DIAMETER,IN ACCORDANCE ' WITH NDS 1991, _ NOTE:FOR A SPACING OF 24"O.C.ONLY,MITEK STABILIZER TRUSS BRACING SYSTEMS CAN BE - ,u „• SUBSTITUTED FOR TYPE A.R.C AND D BRACING MATERIAL CROSS BRACING.FOR STABILIZERS, i ARE TO BE PROVIDED AT BAY SIRE INDICATED ABOVE.WHERE DIAPHRAGM BRACING IS REQUIRED ,1 AT PITCH BREAK S,STABILIZERS MAYBE REPLACED WITH WOOD BLOCKING..SEE STABILIZER `TRUSS BRACING INSTALLATION GUIDE AND PRODUCT SPECFICAZtON. - - i LATERAL BRACING MATERIAL 16d NAILS sI ' (SEE NOTES 4&8) t `r: X-BRACING' MATERIAL' sit �dr�5S1O�T� �' Dr TRUSS WEB n MEMBERS February 22,2000 _ �WAMNO-Ver(fg destyn parameters and READ NOTES ON THIS AND REVERSE&E'DE BEFORE USE. Design valid for use only with MRek connectors.This design Is based only upon parameters shown,and Is for an Individual bUDdlnp component to be Instalied and loaded vedloally. Applicability of design parameters and proper Incorporation of component Is iesponslbll0y of buliding designer-not fruss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the tesponsibllBy of the erector.Additional permanent bracing of the overall structure B the responsibility of the buliding designer.For general guidance regarding tabdcation,quality control,storage,delivery,erection and bracing,consult QST-BE Quality Standard,DSB-89 1146efnp Specification,and HIB-91 iTe k� Handling Installing and bating Recommsndallon avallabfe m Iso Truss Plate Institute,583 D'Onoldo Drive,Madison,WI53719. . .'` T- BRACING.DETAIL YT-T-BRACE CROSS SECTION r DETAIL ' NOTE: 'T-BRACING IS TO BE USED WHEN CONTINUOUS - "7,-BRACE LATERAL BRACING IS IMPRACTICAL. T-BRACE MUST + /��NAILS COVER 90%OF THE WEB LENGTH. T-BRACE NAILING PATTERN h T-BRACE SIZE NAIL SIZE NAIL SPACING } WEB 1x4orlx6 10d 6"0.C. k 2x4,6,or8 12d 6"0.C. USE 0.131'.DIAM.x 3"LONG 10d NAILS WEB USE 0A31"DIAM.x 3.25"LONG 12d NAILS NOTE: NAIL ALONG THE ENTIRE LENGTH OF T=BRACE'(.ON MULTI-PLIES NAILTO 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 �r 2 )I 1' 2 1 2 2x3or2,x4 1x4 2x4 2x4 2x4 2x6 2x6 2x6 1x6 2x6 2x6 2x6 2x6 2x6 2x8 2x8 J2x8 2x8 2x8 2x8 2x6 FOUR PLY `FIVE PLY' T-BRACE SIZE 1T-BRACE SIZE SPECIFIED ROWS OF REQUIRED CONTINUOUS LAT.BRACING WEB SIZE 1 2 1 2 2x3or2x4 2x6 , 2x6 2x8 2x8 2x6 2x6 2x6 2x8 2x8 2x8 2x8 2x8 2x8 2x8 February.22,2000 ,&WARMNG-verVy design parameter=and READ NOTES ONTI AND REVERSE BIDE BEFORE use. Design valid tot use only with Mifek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss design et,Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,deflvery,erection and bracing,consult CST-68 Quality Standard,DSI.119 gracing Specification,and 14II-91 �iTek® Handling Installing and tracing Recommendatlan avallable from Truss Plale institute,SM D'Onof o Drive,Madison,WI 53719.