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At'VA <br /> kT <br /> CONECT AS PER <br /> ` /DETAIL A.TYP. <br /> T F tom'-- CAT- M SFR`'I C_F S --- ------ EXISTING TRUSSES <br /> DETAIL D �•. <br /> a <br /> DRAWN BY:CASH M.CARR z -1 • ; <br /> O 0' <br /> CONECT AS PER <br /> dP: <br /> DATE:5/12/2022 DETAIL A.TYP. 0 0� <br /> — — EXISTING TRUSSES <br /> PAGE NUMBER:5 — — — — — — — — — — = — — Z — — <br /> J <br /> a <br /> 6, \ <br /> \2x,SDWS <br /> HUC 26-2 JOIST HANGER SCREWS AT • 1. REINFORCE CUT TRUSS AS PER <br /> SPLICE END • DETAIL A2 <br /> CONECT AS PER <br /> DETAIL A.TYP. <br /> EXISTING TRUSSES <br /> \HUC 26-2 JOIST HANGER DOUBLE BLOCKING <br /> UNDER ADDIITON <br /> — ROOF JOIST <br /> CONECT AS 7PER <br /> DETAIL A.TYP. <br /> EXISTING TRUSSES <br /> HUC 26-2 JOIST HANGER <br /> 1. REINFORCE TOP CHORD OF EXISTING <br /> HU26-2 TRUSES ON BOTH SIDES OF BEARING <br /> DOUBLE JOIST HANGERS POINT OF ADDITION ROOF JOIST. <br /> 2. REINFORCMENT SHALL CONSIST OF <br /> 2x4 HF2.LENGTH OF REINFORCEMENT <br /> SHALL BE 10'. <br /> 3. FASTEN WITH 0.22"x3"SDWS SCREWS <br /> AT 3"O.C.IN STAGERED PATTERN. <br /> 4. IF OFSEETING OF REINFORCEMENT <br /> DUE TO TRUSS WEB BOARDS IS <br /> REQUIRED,SHIM AS REQUIRED AND <br /> SUBSTITUE 0.22"x4"SDWS SCREWS. <br /> 4 <br /> 4s. ViiAS41.4., leeep, . . <br /> JA.?0. "Or'0‘... ,,.--: .. _ <br /> ..... <br /> c,,, 1 a • <br /> . <br /> . . <br /> o A0 <br /> 1 I 1 I I 1 <br /> 0 1' 2' 3' 4' 5' <br /> 5/18/20225\01 <br /> SCALE: 1"= l' <br />