Laserfiche WebLink
USE #8X2 1/2" SDS THRU STEEL ROOF DECK <br />INTO TOP OF STEEL TRACK STAGGERED @ 4" OC <br />EXISTING BAR JOIST @ 5'0" OC WITH <br />METAL DECK, INSULATION AND ROOF <br />16 GA STEEL TRACK WITH 1-#8X1" DECK <br />SDS AT EACH SIDE INTO STUDS. <br />GALV EAVE FLASHING <br />1/2" CDX PLYWOOD ATTACHED <br />TO STUDS WITH #8X1" SDS 4" OC <br />COVER PLYWOOD WITH TYVEK HOUSE WRAP, AND <br />GALV PAPER BACK WIRE LATH AND 7/8" STUCCO <br />FINISH <br />16 GA STEEL TRACK WITH 1-#8X1" SDS AT <br />EACH SIDE INTO STUDS. SECURE TO SLAB <br />WITH 5/8"X4" EXPANSION BOLTS 16" OC <br />18 GA CONTINUOUS STEEL TRACK WITH 1-#8X1" <br />SDS AT EACH SIDE INTO HORIZONTAL STUDS AND <br />SECURE TRACK TO EACH STUD IN 8" WALL WITH <br />2-#8X1" SDS <br />DROP CEILING LINE <br />3 6/8" 18 GA STEEL STUD THAT WILL EXTEND <br />FROM FACE OF 2X8 STEEL STUD WALL BACK <br />THRU BAR JOIST TO NEXT BAR JOIST AS <br />SHOWN PLACED 48" OC THE ENTIRE LENGTH <br />OF WALL <br />R-19 FIBERGLASS INSULATION <br />8" 16 GA STRUCTURAL STEEL STUDS @ 16" OC <br />12'GYPSUM BOARD _ <br />DRILL INTO EDGE OF EXISTING SLAB <br />3" AND EPDXY A 12" LONG #5 REBAR <br />PLACE THEM 24" OC THE ENTIRE <br />LENGTH OF WALL FOOTING <br />EXISTING SLAB <br />Y <br />w <br />A% 0.1 . <br />.�dy .'A.•. <br />CUT SLAB AND POUR 16" WIDE CONCRETE FOOTING <br />WITH 245 REBAR ON CHAIRS. BOTTOM OF FOOTING <br />TO BE MINIMUM 12" BELOW NEW GRADE OUTSIDE <br />1' 4" <br />OF BUILDING <br />WALL SECTION DETAIL "B" <br />DOOR IS COVERED <br />ON THE INSIDE NOT PROPOSED NORTH ELEVATION 1/4" = 1' 0" <br />USED <br />PLACE 2-#8X1" SDS THRU STEEL <br />STUD EDGE INTO FLANGE OF BAR <br />JOIST AT BOTTOM <br />: : : I <br />. ... .. ... 7/8" STUCCO OVER FRAME WALL . <br />i <br />. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. i <br />. ; <br />EXISTING WEST ELEVATION 1/4" = 1' 0" <br />EXISTING EAST ELEVATION 1/4" = 1' 0" <br />---------------------------- -- --- --- - -- - ----------------- <br />-- - - - - - - -------------- --------- ------ <br />I I <br />I <br />EXISTING <br />RESTROOM <br />I � <br />I <br />------------ <br />--------- <br />I I 1 <br />I I <br />I I I <br />I ; I <br />f <br />I <br />I � <br />II - - - - - - - <br />Cp <br />I <br />i <br />i <br />i <br />I <br />I I 1 <br />I , B <br />;I I <br />;I 1 <br />I. <br />1 1 <br />I � <br />, I <br />, I <br />I <br />1 <br />I I <br />I <br />0 <br />Lo <br />I I <br />1 I <br />I I <br />I I <br />I I <br />; I I <br />1 I <br />I <br />I <br />1 <br />1 1 <br />1 <br />I <br />1 � <br />I <br />I � <br />I I I <br />I � <br />1 I 1 <br />I I <br />I I <br />I <br />I <br />I ; <br />� J <br />39' 4" <br />PUNCH HOLE BELOW EXISTING BOND <br />BEAM AND FILL TWO CELLS AT THIS <br />CORNER OF THE BUILDING SOLID <br />WITH 2500 PSI CONCRETE <br />SECURE STEEL STUD WALL TO INSIDE <br />FACE PF EXISTING BLOCK WALL WITH <br />1/2"X4" EXPANSION BOLTS 24" OC <br />NEW COOLER INSTALLED AFTER WALL IS IN PLACE <br />16 GA 8" STEEL STUD WALL THAT WILL <br />EXTEND FROM SLAB TO BOTTOM OF <br />STEEL ROOF DECK, SEE PROPOSED <br />WALL SECTION DETAIL <br />WALL TO BE IN PLACE PRIOR TO THE <br />REMOVING OF THE AREA OF BUILDING <br />REPAIR DROP CEILING AT NEW WALL <br />AS NEEDED. <br />INSTALL OUTLETS ON WALL AS NEEDED <br />PER NEC <br />TIME SAVER <br />FOOD & GENERAL <br />STORE <br />37853 ST. RD. 54 <br />INTERIOR 1744 SQ. FT <br />COVERED <br />ENTRY 235 SQ. FT. <br />TOTAL 1979 SQ. FT. <br />INTERIOR SHELVING <br />NOT SHOWN <br />ADD 1/4"X4"X4" SQUARE STEEL COLUMN WITH 1/4"X4"X8" <br />STEEL PLATE WELDED AT TOP AND BOTTOM OF COLUMN. <br />PLACE UNDER BEAM. SECURE TO FLOOR WITH 2-5/8"X5" <br />EXPANSION BOLTS AND TO BOTTOM OF CONCRETE BEAM <br />WITH 2-5/8"X3 1/2" EXPANSION BOLTS. EXISTING WALL <br />FOOTING TO REMAIN.UNDER COLUMN. IF CONDITIONS ARE <br />DIFFERENT CONTACT ENGINEER <br />REPAIR GLASS STORE FRONT AS NEEDED <br />AND ATTACH TO NEW STEEL STUD WALL <br />PER MANUFACTURES SPECIFICATIONS <br />L_ ___________________ __ ________ IL Ji It <br />_______ <br />21------------------- I.------------------- 4----- _______ ___________________ 3c_ <br />I <br />GLASS STORE FRONT--/ <br />I <br />� o <br />I I <br />CANTILEVER ROOF LINE <br />I <br />AND SIDE WALK EDGE <br />32' 0" <br />PROPOSED FLOOR PLAN 1/4 = 1' 0" <br />PROPOSED SOUTH ELEVATION 1/4" = 1' 0" <br />—TOP OF WALL n 12' 0" <br />INTERIOR <br />DROP CLG g' g^ <br />BUILDING <br />_ FINISH FLOOR p 0' 0" <br />w <br />H <br />z <br />0 <br />U <br />DOOR IS COVERED <br />ON THE INSIDE NOT <br />USED <br />EXISTING <br />RESTROOM <br />I <br />I <br />1 <br />I <br />I <br />I <br />— — — — — — — — — — - <br />7' 4" <br />I HERBY C <br />WERE PRE <br />ARE IN COMP <br />FLORIDA BUI40w-f <br />FOR139 MPH WIN <br />0 <br />0 <br />v <br />Co <br />LICENSlffy0 654 <br />CIT19126 <br />PEP W,. <br />SPECIFICATIONS <br />4M1RECT SUPERVISION <br />6, SECTION 1609 OF THE <br />{�% DDITION AND ASCE 7-10 <br />S <br />W CATEGORY 11 <br />U <br />Lo <br />N <br />zz <br />Lo <br />Q <br />0 <br />I- <br />nON <br />-j� <br />z° <br />— <br />0 <br />z UM <br />(w <br />xx <br />cn <br />w <br />O 0 <br />w <br />z <br />Qo <br />q <br />D_ 04 <br />Co <br />p=D <br />CA CV <br />U) <br />M <br />w <br />2U <br />ui LL <br />LL <br />=iO <br />— <br />04 <br />00 <br />CM <br />Lu <br />Z <br />a rn m <br />Z <br />Z <br />N <br />WN <br />m w w <br />lu UI <br />z; <br />o0`z <br />N�(3z;rZ <br />W <br />0z <br />dO <br />w00. <br />: <br />U <br />oz <br />z - <br />AQ <br />w <br />>_ <br />d <br />n <br />}, <br />z� <br />40 <br />O UZl <br />- N <br />a) <br />m <br />0 <br />z <br />O <br />U) <br />w <br />CL' <br />• <br />pp <br />O <br />tV <br />m <br />� <br />CM <br />W <br />Z <br />~ <br />m <br />Q <br />Z <br />Z �t <br />O M CV <br />U�-j� <br />CV <br />� 0 00 <br />H W J M <br />OU=� <br />LIJ <br />U <br />�Mw0 <br />N <br />w <br />ry <br />O <br />v) <br />Q <br />o <br />w0� <br />w a0 <br />LL <br />od Lw J <br />O Q J <br />0 U) 0� <br />� 12- <br />>w <br />Q CoN <br />U) <br />w <br />Aw <br />