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Ll 11 Low I? <br />TOP PLATE ATTACHED TO 2x4 <br />WALL STUD WITH SIMPSON SP1 (TYP.) <br />2x4 STUDS (TYP.) _ <br />2x4 STUDS 016" O.C.- <br />BOTTOM PLATE ATTACHED TO 2x4 <br />WALL STUD WITH SIMPSON SP1 (TYP.) <br />3/8"0 x 4" 01 2n TAPCON SCREWS _ <br />11F <br />=a - <br />TYPICAL NON —LOAD BEARING WALL DETAIL (CONC. BASE <br />1/4 "=1 $—on <br />R-19 INSULATION <br />1/2" DRYWALL <br />TYPICAL INTERIOR WALL SEC11ON <br />5/8 "=1 t—O" <br />TOP PLATE ATTACHED TO 2x4 <br />WALL STUD WITH SIMPSON SP1 (TYP.', <br />(2)2x8 HEADER FIXED WITH (2) SIMPSON MSTA2 <br />(2)2x4 STUDS ATTACHE <br />TOGETHER TO SUPPORT HEADE <br />2x4 BLOCKIN <br />2x4 STUDS 016" O.0 <br />BOTTOM PLATE ATTACHED TO 2xA <br />WALL STUD NTH SIMPSON SP1 (TYP.' <br />1/4"0 x 4" 012" SIMPSON SDS (TYP.' <br />TYPICAL NON —LOAD BEARING WALL DETAIL W/ DOOR (WOOD B <br />1/4 "=1 $—on <br />BERYL <br />2810 NORTH 10TH STREET <br />I TAMPA, FL 33605 1 <br />Office: (813) 616-3301 <br />Mobile (970) 703-3284 <br />LeoOBerylProjectEngineeringxom <br />5j <br />Nt <br />L0 <br />7FEXISTENT DRYWALL DRYWALL 1 11 11 _j LLJ 1"�") <br />LINTEL LLj LLJ N') <br />L#4012 <br />PANEL INSULATION L45 3�: af <br />PANEL INSULATION <br />v <br />w <br />f'-. 8" LINTEL TO EXTEND _j <br />SEE NOTE "A" SEE NOTE "A" 8" LINTE N 0 <br />12] PAST OPENING 8" ON <br />L <br />2"x4" TOP 2"x4" FIXED 8"x8"xl 6" CMU "A" 48 EACH SIDE 7p n V) <br />PLA TO CMU WITH _"'H 1 11 0% <br />Lij <br />I 4"x:rOl 6" BLOCK WALL; 100% A. GLUE THICK RIGID FOAM PANELS 9 �7 V) <br />FILLED CELLS JINNER WALLI DIRECTLY TO THE INSIDE FACE OF THE CMU. I <br />TAPCON HOOK (TYP.) <br />BOLTS (TYP.) USE FLASHING TAPE TO SEAL ALL JOINTS. 0 00 _j <br />THEN FASTEN 1"xl" WOOD FURRING STRIPS <br />r TO THE CMU AT 16" CENTERS & FASTEN <br />2"x4" STUD SHEET ROCK <br />(TYP.) LLJ 0 <br />I EXIS�TING -- 8"X8"X1 6" m Ln <br />2"x4" _TCMU 5� TYPICAL INTERIOR CMU WALL SECTION <br />WALL "=1 $—on CMU BLOCKS LLJ <br />BOTTOM 1/4 <br />�LATET' <br />#5, 100% N <br />FILLED <br />CMU WALL <br />DETAIL WITH DOOR FILL IN <br />1/4 "=1 $—on <br />SIMPSON MSTA1 <br />ON BOTH SIDE <br />NEW 4x4 DSS COLUMN <br />CUT EXISTING BOTTOM PLATE <br />TO CONNECT NEW 44 COLUMN <br />DIRECTLY TO SLAE <br />EXISTING CONCRETE '. <br />t'F�'\CMU DOOR DETAIL <br />� U_' N. T. S. <br />'6'OUT 2" NOTCH IN <br />qEW` 44 COLUMN <br />TO SEAT BEAM <br />EXISTING CMU WALL <br />NEW 4x4 DSS COLUMN <br />BUILD IN ACCORDANCE WITH: <br />FLORIDA BUILDING CODE, <br />7TH EDITION, 2020 <br />(CURRENT EDITION) <br />DESCRIPTION <br />STRUCTURAL DESIGN AND DETAILS <br />L EpAj <br />east, <br />C\c E N <br />.00, <br />� to** <br />to <br />to <br />No. 65994 1 <br />so STATE OF <br />os 0 <br />*�Z 0 R <br />#10NAL <br />188811111112900 <br />Richard Leon Cannyn, PMP, P.E. <br />P.E. # 65994 <br />SCALE DRAVANG No. <br />AS —SHOWN S-1 <br />PROJECT No. DRAFTER: BRM DESIGNER: LG <br />15558 REVIEWER: LV <br />TO BE CHECI(ED BY- LC <br />DATE SHUT No. <br />8/18/2021 1 3 OF 4 <br />