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2002-200 (2) DIN 1L7N7 ��..Rd MAR LD 2 8 2002 TWN OF QUEEN BUILDING AN�D BURY Dom U opy _. IRY TOWN 0FQU N I" . . 1GY��Er BUILDING�� � �UEENRURYB WING DEPARTMENT Rased on our limlled examinaGon, REVIEWED complianceraiU�our commentsshall '"`°"'* natbecmnsiruedas;W4h DATE ��"' plans and speci6rations are in lull compliance with the code, GJ '1 a' G r� 8 l lv M110) Ny ��"2w5S qs j 7 7/6 OftAA'Ao 314 V 444iO j2 a /a "©cc- 4d g mA �pf , . �J _ i.� � _ _. ��} �� �a� ;t 4 ��� �� � �� �� '.� ,� . ��� � � . , � , "Pp� .�J7"}� �jv�MriP� �� MAR-15-02 04 : 17 PM HARVEST HOPIES INC. 1 51 8 895 2287 . 5 i Job Truss Trues Type Qty =Ih 3.15A 16G QUEENPOST 7 Harvee#Homes,D•hn«oh,New ork 2063:'` 4.201 SR1 oau2000 MITek Industries, o: Fr!Mar 1518:04:30 2002 s0e 1 ' 1 1-0 Q 10-0 04 04 Y • L00 rIT - Y m Zm 4 0 , t t ' ' 4 y'1 o i Ott# SW�� 3,d 3." 8:a2.10 0.1.8 GRIP LOADING SPACING 2-0-0 C81 DEFT. In (loo) Wall PLATES 169J123 _ TOLL 60.0 Plates Increase i.16 TO 0.45 Vert(LL) -0.03 2 >� MII20 TCOL 10.0 Lumber increase 1.15 BC 0.34 Vert{TL} 0.01 0.10 6.6 n!a SOLL 0.0 Rep 8treee Inor YES WB 0•40 H om( LL Min Udell=?rt0 welglit:66 lb BGDL 10.0 Code SOCAIANS195 LUMBER BRACING - TOP CHORD Sheathed or 6-0.0 00 purling. TOP CHORD 2 X 4 SPF-61654E 1.5E BOT CHORD Rlgld calling directly sPPilad or 6�0-0 oc bracing. SOT CHORD 2 X4 SPF-S 1650F 1.5E WEBS 2X4SPF-SNa.3 REACTION$biatze) 6=904t0.64,9=1571104Z Max Han 9=406(load case 5) Max Upifft6■-212(load case 5),9=409(10ed cae4 4) FORCEEkIb)-First Load Gass Only 4.s■-457 =-9c�7,8.7R26 TOP CHORD 1.245,2.3■9W.3.4 .457, , BOT CHORD 2.9z4623,"is-217,648799 WEBS "-?U,4-8•'23.640 459,3 ,M4610 NOTES 1)Thla tans has bsert chocked for unbalanoed lading conditions. 25 R above ground level,using 6.0 Z)This truss has bean designed for the wind loads generated by 90 mph winds at zone an an category pef top chord dead Iced and 6.0 p«f bottom chord dead load,In per OCA/ANS195able end r If end vertiaals�eannttlie ere Wdst, ll condition I enclosed building,with wiPaure C ASCE?98 P they are exposed to wind. it porehes wdet,they are to wind. The lumber OOL increase Is 1.33,and the plate grip Increase Is 1.33 others)of truss to baortljp plate capable of withstanding 212!b uplift fit Joint 6 3)ProAds meehanlal Connection(by ; and 409 Ibu lift at'joint P 4)This truss has been designed with ANSIIiPI 14995 criteria+. LOAD CAMS) Standard T � ' a