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PROVIDE 15/32" APA RATED EXPOSURE 1 <br />SHEATING. ATTACH TO FRAMING w/ S-8 SCREWS <br />@ 3" O/C AT PANEL EDGES AND 12" O/C IN FIELD. <br />PROVIDE BLOCKING AT PANEL EDGES. <br />STUD WALLS SEE PLAN FOR <br />SIZE, SPACING AND SHEATHING <br />(3) 0.145"0 POWER ACTUATED <br />FASTENERS @ 16" O/C <br />#5 @ 24" o/c #5 @ 12" O/C EACH WAY <br />2#5 BARS CONTINUOUS <br />1'4" 00,#5 BARS @ 18" O/C <br />SECTION FOUNDATION AT VESTIBULE 1 <br />SCALE: 3/4" = V-0" S2.1 <br />SHEATHING - SEE PLAN FOR BOX COLUMN <br />SIZE AND CONNECTION <br />SIMPSON S/HD10S HOLDOWN <br />WITH 22 #14 SCREWS AND 7/8" 0 <br />HILTI HIT HY 200 EPDXY <br />ANCHORS. PROVIDE 6 " <br />EFFECTIVE EMBEDMENT. <br />_AIIIII <br />III <br />2#5 BARS CONTINUOUS <br />#5 BARS @ 18" O/C <br />SECTION HOLDOWN AT BOX COLUMN 2 <br />SCALE: 3/4" = 1'-0" S2.1 <br />1/2" PRE -MOLDED JOINT FIL <br />6" SLAB SEE PV <br />PROVIDE 15/32" APA RATED EXPOSURE 1 <br />SHEATING. ATTACH TO FRAMING w/ S-8 SCREWS <br />@ 3" O/C AT PANEL EDGES AND 12" O/C IN FIELD. <br />PROVIDE BLOCKING AT PANEL EDGES. <br />STUD WALLS SEE PLAN FOR <br />SIZE, SPACING AND SHEATHING <br />1/2"0 HILTI KWIK BOLT 3 ANCHORS AT 32" <br />ON CENTER WITH 3" NOMINAL EMBEDMENT <br />INTO EXISTING CMU FOUNDATION WALL. <br />EXISTING FOUNDATION <br />F <br />I <br />L <br />4X4 14 GA CLIP WITH (4) S-12 <br />SCREWS INTO STUD AND HEADER <br />STUD WALL SEE PLAN FOR <br />SIZE AND SPACING <br />SECTION WALL AT EXISTING FOUNDATION 3 <br />SCALE: 3/4" = 1'-0" S2.1 <br />T-0" <br />#4 @ 24" o/c <br />WWF SEE GENERAL NOTES <br />2#4 BARS CONTINUOUS <br />1' <br />#4 BARS @ 18" O/C <br />SECTION EXTERIOR SLABS 4 <br />SCALE: 3/4" = V-0" S 2.1 <br />.1. TOP/PARAPET <br />RE -INSTALL EXISTING ROOF DECK <br />REMOVED DURING DEMOLITION <br />EXISTING JOISTS <br />1/2" FLANGE) 33 KSI <br />JL <br />SECTION JOIST AT STUD BEARING 5 <br />SCALE: 3/4" = V-0" <br />BOX BEAM SEE PLAN <br />STUDS SEE PLAN FOR SIZE AND SPACING. <br />ATTACH TO BOX BEAM WITH (2) 0.145"0 <br />POWER ACTUATED FASTENERS @ 12" O/C <br />` TOP/BEAM <br />+10'-0" <br />STOREFRONT SEE ARCHITECTURAL <br />SECTION BOX BEAM AT STOREFRONT 6 <br />SCALE: 3/4" = 1'-0" <br />TOP/PARAPET <br />+22'-5" <br />a ♦ II II ♦ ♦ II <br />6" x 14GA (2 1/2" FLANGE) <br />BRACES @ 36" 0/C. PROVIDE <br />(6) S-12 SCREWS AT EACH <br />CONNECTION <br />3/16 <br />BOT/DECK <br />+ 16'-2" <br />. 6" x 14GA (2 1/2" FLANGE) 50 KSI <br />♦ 4X4 14 GA CLIP WITH (6) S-12 <br />SCREWS INTO STUD AND HEADER <br />STUD WALL SEE PLAN FOR <br />SIZE AND SPACING <br />SECTION AT TOWER PARAPET 7 <br />SCALE: 3/4" = V-0" S2. 1 <br />BOT/BEAM <br />+10'-0" <br />BOX BEAM SEE PLAN <br />' x 14GA (2 1/2" FLANGE) BRACES @ 36" 0/C. <br />2OVIDE (3) S-12 SCREWS AT EACH CONNECTION <br />' x 14GA (2 1/2" FLANGE) @ 16" O/C <br />BOX BEAM SEE PLAN <br />in <br />SECTION AT TOWER HEADERS 8 <br />SCALE: 3/4" = V-0" S2. 1 <br />F_ <br />ATTACH COLUMN EDGE MEMBER TO EXISTING <br />CMU WALL WITH 1/2" HILTI HY 70 ANCHORS. <br />PROVIDE HIS-N INSERTS AT GROUTED CELLS <br />WITH 5" EFFECTIVE EMBEDMENT. <br />PROVIDE HIT -IC INSERTS AT HOLLOW CELLS <br />WITH 2" EFFECTIVE EMBEDMENT <br />STUD WALLS SEE PLAN FOR <br />SIZE, SPACING AND SHEATHING <br />1/2"0 HILTI KWIK BOLT 3 ANCHORS AT 32" <br />ON CENTER WITH 3" NOMINAL EMBEDMENT <br />INTO EXISTING CMU FOUNDATION WALL. <br />EXISTING FOUNDATION <br />i,,I�I�,,; - <br />F <br />I <br />L <br />SECTION COLUMN ATTCMU WALLTO EXISTING <br />SCALE: 3/4" = V-0" S2. 1 <br />8" BOX COLUMN <br />4" x 4" x 12 GA CLIP ANGLE. ATTACH TO BEAM <br />(6) S-12 SCREWS. ATTACH TO CMU WALL <br />WITH 1/4" HILTI KWIK CON II+ SCREWS <br />BOX BEAM SEE PL <br />4" x 4" x 12 GA CLIP Al <br />BEAM (6) S-12 SCREWS <br />WALL WITH 1/4" HILTI KWIK CON II+ <br />SCREWS <br />RE -INSTALL EXISTING ROOF DECKSECTION <br />REMOVED DURING DEMOLITION <br />EXISTING JOISTS 8" BOX COLUMN <br />—3 4" x 4" x 12 GA CLIP ANGLE. ATTACH TO <br />BEAM AND COLUMN WITH (6) S-12 SCREWS <br />BOX BEAM SEE PLAN --/ <br />4" x 4" x 12 GA CLIP ANGLE. ATTACH TO <br />BEAM AND COLUMN WITH (6) S-12 SCREWS <br />SECTION <br />a <br />Q <br />BOT/BEAM <br />+ 10'-0" <br />BOX BEAM AT COLUMN 10 <br />SCALE: 3/4" = V-0" S3.1 <br />dk BOT/BEAM <br />IV +10'-0" <br />I� II <br />SECTION A -A <br />BOX BEAM AT COLUMN 11 <br />SCALE: 3/4" = 1'-0" S3.1 <br />i <br />c <br />v <br />co <br />rl— <br />z <br />w <br />z <br />w <br />U <br />J <br />Q <br />0 <br />Ir <br />0 <br />J <br />LL <br />>_ i <br />w <br />J <br />cn <br />,��Npaui�y�� <br />A.M. S ��,� <br />Q <br />_ <br />Cd . <br />•; <br />No 16433ts <br />cn <br />. CC <br />�'• �g ATE OF ` <br />ON A- <br />18022 <br />0 <br />0 <br />0 <br />0 <br />0 <br />m <br />A <br />CONTRACT DATE: <br />08,01.2018 <br />BUILDING TYPE. <br />N/A <br />PLAN VERSION: <br />N/A <br />SITE NUMBER: <br />N/A <br />STORE NUMBER: <br />N/A <br />DOLLAR GENERAL <br />GALL BLVD <br />ZEPHYRHILLS, FL 33541 <br />SHELL ONLY <br />PHASE 1 <br />STRUCTURAL <br />FOUNDATION <br />AND FRAMING <br />DETAILS <br />2ml <br />PLOT DATE: <br />