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09-1027-020J_ AM- OII OA LTCMO DETAIL 1 SCALE: 3/4" = 1' -0" WOOD RAFTER (SEE PLAN FOR SIZE) 23/32 APA RATEP EXPOSURE 1 CDX PLYWOOD SHEATHING W/ 8d RING SHANK NAILS @ 4" O.C. AT PERIMETERS @ 6" O.C. THRUOUT (rYP.) 2 "x 6" P.T. WOOD PLATE W/ 1/2" 0 WEDGE ANCHOR @ 24" O.C. 211x611 P.T. WOOD LEDGER W/1/2110 WEDGE ANCH. (3 JZ' EMBED) @ 24' O.C. 2 "x 10" WOOD JOISTS A T I 1 1; I I I 1 SECTION a SCALE: 31W -1 %0 S -201 1/4" OCTAGON 1/4'5(6"x V -2" . RAFTER 5/8" 0 BOLTS ,. RAFTER TERS TB p- 1 m i 1A 11„ M%- -11 n11 i— SIMPSON HETA16 W/ 10-10d x 1 1/211 NAILS (USE DOBLE STRAP AT CENTER RAFTER AND AT CORNERS) ELEV. + 111 -811 T.O. TB. FILLED BLOCK CELL 8" CONC. BLOCK WALL SECTION a SCALE: 314' =1'-0' 5 -201 091616 717TH _ _-4 BOLTS EA. RAFTER ELEV. + 101 -1011 T.O. TB. TB -1 8" CONC. BLOCK WALL €N 2 -2 "x 10" P.T. WOOD LEDGER W/ 5/8" 0 WEDGE ANCHOR @ 16" O.C. (411 EMBED.) 23/32 APA RATEP EXPOSURE PLYWOOD SHEATHING W/ 8d SHANK NAILS @ 4" O.C. AT PERIMETERS @ 6" O.C. THRU '-- 2 "x 10" WOOD JOIST shos N umo @ 16" O.C. W/& 10d NAILS INTO LEDM & 4-10d NAU NTO JOIST UA -1115 US OA -1696 LbL 811x 8" CONC. LINTEL BLOCK W/ 2 #5 CONT. SECTION 4 SCALE: We -1 t'0' 5 -201 SIMPSON HETA16 W/ 10-10d x 1 1/2" NAILS (USE DOBLE STRAP AT CENTER RAFTER AND AT CORNERS) WOOD RAFTER (SEE PLAN FOR SIZE) 23/32 APA RATEP EXPOSURE 1 CDX PLYWOOD SHEATHING W/ 8d RING SHANK NAILS @ 4" O.C. AT PERIMETERS @ 6" O.C. THRUOUT (fYP.) �-- 2 "x 6" P.T. WOOD PLATE W/ 1/2" 0 WEDGE ANCHOR @ 24" O.C. ELEV. + 11' -8" T.O. TB. TB 8)(8" MIN. CONC. LINTEL W/ 2 #5 CONT. SECTION 2 SCALE: 3/40 -1%0 S -201 ELEV. + 10' -1011 T.O. TB. TB FILLED BLOCK CELL 8" CONC. BLOCK WALL SECTION s SCJLLE 3l4m -1LV 5 -201 211x611 P.T. WOOD LEDGER W /1/2110 WEDGE ANCH. (3 Y2' EMBED) @ 24' O.C. 211x 10" WOOD JOISTS MAS C.A.No.3160 M.A. SUAREZ & ASSOCIATES; iNC: CONSULTING ENGINEERS 4889 SW 75TH AVENUE Phone: 3Z! -i .Q383 MIAMI, FLORIDA 33155 Fax: 3111-?89.0384 MAS JOB No. 0932 Mario A. Suarez. PE. 25414 23/32 APA RATEP EXPOSURE 1 CDX PLYWOOD SHEATHING W/ 8d RING SHANK NAILS @ 411 O.C. AT PERIMETERS @ 6" O.C. THRUOUT SOU 04 taIp'WIV E GIT gVj DING Dp"T T10N S'YRUC-TURA S v 0 0 L, W co ^ _ 7 00 ch rn A ccv) 04 O Q 0 d O C O 'o Ch o ... n .� LU 0 CD r- 0 00 m M C W a U iu rn o. a a Q � , Q O 00 !r U LO C3 C Z ¢ C6 cl O H Lf) O a 0 0 0 0 Y �f �",„ • �y�„ r cn : a+n 0 0 0 0 U Z W W p VJ W W ;_ 2 _ J co Q� co 00 � LO 0 0 0 0 W D: W x �1 rZ o w o W U) co t5 0 0 0 0 DATE 9/30/2009 DRAWN BY: MCA CHECKED BY: MAS REVISION&: PROJECT NUMBEIt 2009 -08 &mEp S -201 OF 0 © COPYRIGHT 2009 0