Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />4 a <br />CELL SEE PLAN FOR SIZE AND <br />c - <br />} <br />SPACING REQUIREMENTS <br />� � <br />I�. SPACING REQUIREMENTS <br />° <br />tI <br />WU <br />w <br />'�• ° <br />IP r <br />GARAGE DOOR <br />RECESS <br />m J <br />a <br />° FM-� <br />mQ^ w <br />m <br />- Z <br />8" CMU WALL <br />O y <br />S" CMU WALL <br />.. I CORNER BARS, SAME SIZE AS BAR <br />I <br />"' w <br />B" <br />O <br />= z <br />+- {p <br />„ IN FOUNDATION WITH 30" LEG EACH <br />w= <br />w U <br />+- a-0'• <br />d_ WAY AT ALL CHANGES IN DIRECTIONS <br />o <br />N y <br />TOP OF SLAB <br />TOP OF SLAB <br />I .> °I SO THAT THE STEEL REINF. IS CONTINUOUS <br />� <br />�l <br />MATCH AMOUNT OF CONTINUOUS BARS <br />it <br />CURB FIX2 <br />SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIAEXT.PORCH <br />4" CHAMFER (tSTORV) <br />18" <br />EXTPORCH SLABCHAMFER <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />7AND <br />- CONTINUOUS STEEL MIXJOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULEAT <br />- <br />MASONRY <br />UNITS SET <br />ELEV. <br />W/1/2"ISOLATION6" <br />CHAMFER (2STORY)#3 <br />(t-STOF2Y)JOINT <br />(WHERE <br />1 • '' <br />z <br />#4 <br />SEE SCHEDULE <br />24" <br />3(T <br />W/' T ISCLATION <br />JOINT (WHERE <br />CHAMFER (2STORV)APPLICABLE) <br />SCHEDULE#5 <br />NSTONSARE MADE FROM FOUNDATIONS HAVING <br />1-11 <br />FOR WXD, BAR SIZE <br />#S <br />36 <br />APPLICABLE) <br />ZD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AR QUANTITY <br />NUMBER OF BARS (re. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 <br />42' <br />N <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCE 34"=10 <br />2 @ GARAGE SCALE.3/4"=10 <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-tl' <br />SCALE: 314"=1'-0' <br />w <br />d NEW REINF. BAR <br />> y <br />2" CAPPED <br />O a I SECURED W/2-PART <br />a S EPDXY. MIN. EMBED <br />GALVANIZED PIPE <br />Q 8", UNO <br />W/FLANGE @ BASE <br />= p FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />N Q USE AND <br />_ <br />H PREPARATION OF <br />Z v HOLE. <br />SECURE FLANGE TO <br />w <br />SLAB W/(4) 1/4" X 2 1/4" <br />TAPCONS <br />�QQO <br />Q <br />4" CHAMFER (1STORY) <br />T CHAMFER(2STORY) <br />ADDING BAR TO <br />�� <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />Q a <br />o> <br />tzal <br />�w <br />m_ <br />v <br />N <br />OB" CMU WALL <br />_ TOP OF SLAB <br />I. <br />- <br />SEE SLAB SCHEDULE <br />z <br />Z <br />— <br />g <br />= "ISOLATED" COLUMN PAD <br />CENTERED UNDER WALLAND <br />—�� POURED MONOLITHICALLY WATH <br />------ FOUNDATION AND SLAB <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />✓ AND BAR QUANTITY <br />n <br />COMBINED EXTERIOR MONO- <br />�„�FOOTING AND COL. PAD <br />V <br />SCALE: 3/4"=1'-tl' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX:407-774-4078 <br />W .abdesigngroupsom <br />AA #: 0003325 <br />w <br />4 <br />y <br />V <br />W <br />0 <br />V <br />h <br />W <br />A <br />F <br />a <br />stmDIV. & LOT: <br />SILVERADO <br />LOT #48 <br />BLK #6 <br />PROJECT# <br />04128.002-48061 <br />MODEL <br />4EBB <br />"1828—CALI" <br />GARAGE SVrnM-. <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />12 <br />OpTE Ol/18/19 <br />SCALE: 1/4"=1'-0" <br />sHEET <br />Sl.1A <br />