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01-0320-011 2-RT- I G 18 HUGHES TRUSS ANCHORS # 98-0717.03 EXP. 10/0 1/01 = 12- 1 Od GALV. NAILS TRU55 5Y5TE w M co a `r u�co a 0 op CJ tu cc X1 -� h W � LL ADD 2-PT- I G 18 La �d © _ © _o ANCHOR STRAP TO EXTG. ADD 2-FT- 1 618 �4j„ © O 7 ® EMBEDDED ANCHOR 8"x 1 2" SCREENED VENTS ANCHOR STRAP TO EXTG. w Oo ILL (0 N @ 8"-0" MAX. (TYP) EMBEDDED ANCHOR '- N TAPCON CONCRETE ANCHORS BY A CO w z `t Q o 0 o R L INDUSTRIES INC. ,-- # 00- 1 201 .0 ! EXP. PENDING O EXSITING 2x 10 J015T5 p �+ SHEAR 4(1/4 X2 )X(13/4"MIN. EMBEDMENT) = 4 (475) = 1900# _ _ S N lb TENSION 4(1/4X2)X(13/4" MIN. EMBEDMENT) = 4(483) =1932# �'✓ COMBINE SHEAR & TENSION = 1590.6/1900 + 378.2/1932 =1.03 < 1.33 (OK) 0 TIE BEAM — — -- — -- — — } . 4v EXSITING 3-2x 10 WD. BEAM ANCHOR STRAP DETAIL 3" -- 1 1 - O" � ; 2-RT- I G 18 - 2-RT- I G 18 I LAT R OF REA N I ryl O N W REMOVE EXISTING CONC. BLOCK WALL LLl W LL- . . . . . . . . . . . . . . . @ GABLE END * REPLACE W/ 8"x 1211 >, W REINFORCED CONC. RAKED BEAM , I I I + TYING INTO EXISTING CONC. TIE BEAM W/ 4-- C) • I 145 REIFN. BAR @ 3' O.C. O @ CONC. FILLED CELLS A 3 TAP 325# FIBERGLASS SHINGLES QZ 0 :2 5-2 ON 5/8" PLYWOOD 5HEATHING N W/ 1 -30# ROOFING FELT ( TYP ) LU I --�-- 2x4 CONY. BRACING DIAPHRAM BLOCKING TO BE I 10' -0" @ 24" O.C. — . � rA 11-011 �, REA OF EW RU SES 5-2 i r N 2 X 4 CONT. BRACING BOTTOM CHORD TOP CHORD RESISTED BY DIAPHRAM REMOVE �XISTING CONC. BLOCK WALL (SEE ATTACHED CALCULATIONS) @ GABLE END * REPLACE W/ 8"x 1211 I REINFORCED CONC. RAKED BEAM I 1 '-0" (� TYING INTO EXISTING CONC. TIE BEAM W/ uu 145 Ulf N. BAR @ 3' O.C. O v @ CONC. FILLED CELLS ( z D- Lu o o Ln O 0 - — 8"x 12" SCREENED VENTS @ 8'-O"MAX. (TYP) Q v 2-RT- IGI8 2-RT- IG15 =' — ADD 2-RT- I G 18 2-KT- I I HU HE A STRAP 2-RT- ! 61 1 2 �] � EMBEDDED TANCHOR EXTG. R G 8 G S ANCHOR S RA REPLACE DESTROYED TRUSSES ADD 2-PT- 1 618 2-RT-1618 HUGHES ANCHOR STRAPS H ff ET 5 UPLIFT (X) = 378.2 # ANCHOR STRAP TO EXTG. UPLIFT (Y) = 1590.6 # EMBEDDED ANCHOR ALL STAPS CONSIDERED AT MAX. LOAD ROOF FRAMING PLAN AT ENTRANCE. 1 /411 - 1 '-0" ._.J 5oF= DONALD W. SHA CKE'LFORD P.E. STRUCTURAL .ENGINEERS AND PLANNERS PE-•24803 7975 SUNSET DRIVE MIAMI, FLORIDA 33143 �" ;�S ''� � ''• " ' . 3�1�\ TELE (305) 271-8040 FAX (305) 273--1210 RO ERT KOGEFi AIA 5l Itect: AR-0005174 ig Det®�.� d