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<br />CONCRETE PAD
<br />INDICATES VERTICAL
<br />REINFORCEMENT @ 6' O.C. MAX.,
<br />3000 PSI C❑NC,, 1#5 BAR W/10'
<br />STD, HOOK, 25" MIN, OVERLAP
<br />FROM FOOTER TO BOND BEAM
<br />& LOCATED AT ALL CORNERS,
<br />OPENINGS, BEAMS & GIRDERS,
<br />A7+-d"
<br />HOSE
<br />BIBB
<br />3'-0" L 16'-0' L 3'-0" '- 8 'L 3'-5" L 2'-4" 7'-5" 3'-2' 7'-5"
<br />22'-0' 7'-4"
<br />�c.. J i�n
<br />47'-4"
<br />25SH
<br />L-1
<br />LINTEL
<br />18'-0"
<br />FLOOR PLAN SCALES 1/4-- _ 1--0'
<br />ALL C,M,U, WALL SEGMENTS 48N OR LONGER WITH NO OPENINGS LARGER
<br />THAN 144 SQUARE INCHES AND (1) VERTICAL #5 BAR AT EACH END,
<br />@6' ❑.C, MAXIMUM, IN GROUTED CELLS AND SPLICED TO A STANDARD HOOK
<br />IN THE FOOTER AND IN THE BOND BEAM SHALL CONSTITUTE A SHEARWALL,
<br />AREA TABULATION
<br />LIVING
<br />1791
<br />ENTRY
<br />29
<br />GARAGE
<br />429
<br />TOTAL
<br />2249
<br />DOUBLE TOP PLATE FL, 11473,3 ADDITIONAL CONNECTORS SIMPS❑N HETA16 @24" D.C. MAY BE REQUIRED AT
<br />TYPICAL ANCHOR GIRDER TRUSS LOCATIONS,
<br />(OR EQUAL) SEE TRUSS LAYOUT,
<br />VERTICAL REPAIR / (1)#5 BAR CONTINUOUS
<br />BOND BEAM IN BONDI BEAM,
<br />1/4'x3-1/4' TAPCONS
<br />B16' O.C. FOR FRAME WALL
<br />TO CMU & SLAB CONNECTION. PRE -CAST LINTEL
<br />STUDS IN DIRECT -
<br />------------ T_j
<br />CONTACT WITH CMU's W#3 BAR
<br />& SLAB TO BE P.T.
<br />#S BAR IN GROUTE
<br />BLOCK CELLS
<br />FRAME TO MASONRY DETAIL
<br />#5 BAR WITH 25' MIN, LAPS
<br />& 10' 90" HOOKS IN GROUTED
<br />3000 P,S.I, CONCRETE CELLS
<br />12' MINIMUM IN FOOTER
<br />& 6" MIN, IN BOND BEAM,
<br />6'-0' O,C, MAX, SPACING,
<br />SEE FOUNDATION PLAN FOR
<br />FOOTER LOCATIONS,
<br />iiiiiiiiiiiiiiiiiiiii fti iii"
<br />(2)#5 BARS
<br />WALL ELEVATION CONTINUOUS
<br />IN FOOTER
<br />WHEN WOOD SHIM OR BUCK IS EQUAL TO OR GREATER THAN 1-1/2 NTS ON CHAIRS
<br />THICK, 232 ❑
<br />SECURELY FASTEN TO MASONRY WITH 1/4' DIA, TAPCONS 4' FROM CORNERS
<br />& 12' ❑,C, MAX, THROUGH 1-PIECE BUCK WITH 1/4' SHIM EACH SIDE MAX,
<br />& 1-1/4' EMBEDMENT MIN, WHEN WOOD SHIM OR BUCK IS LESS THAN 1-1/2,
<br />INSTALL WINDOWS AND DOORS IN ACCORDANCE WITH MANUFACTURERS
<br />SPECIFICATIONS.
<br />BOND BEAM
<br />Trim .
<br />o❑
<br />a❑
<br />0
<br />FrL ILOOR LINE
<br />EXTERIOR DOOR AND WINDOW BUCK CONNECTION
<br />BLOCK MASON TO VERIFY
<br />WINDOW ROUGH OPENINGS
<br />WITH MANUFACTURERS
<br />REQUIREMENTS,
<br />FILLED CELL WITH
<br />#5 VERTICAL
<br />(5) 1/2' DIA, x 8'
<br />'J' BOLTS
<br />CONTINUOUS
<br />TRIM
<br />2'x6' PT WOOD JAMB
<br />DOOR AND CONNECTION PER ,
<br />GARAGE DOOR MANUFACTURER.
<br />TYPICAL GARAGE DOOR
<br />TRACK MOUNTING DETAIL
<br />CLEAR
<br />GRAVITY
<br />UPLIFT
<br />OPENING
<br />LOAD
<br />UP TO 8'-8"
<br />1818
<br />980
<br />UP TO 11'-4'
<br />1254
<br />631
<br />UP TO 16'-8
<br />950
<br />361
<br />UP TO 18'-8
<br />750
<br />313
<br />1/4' TAPCONS @24' D.C.
<br />WITH 1-1/4' EMBEDMENT (MIN,)
<br />1/2"x8' ANCHOR BOLTS
<br />W/2' WASHERS SET
<br />IN TYP, FILLED CELL,
<br />MIN, (5) PER JAMB,
<br />P.T. #2 SYP
<br />2'x6'
<br />OVERHEAD SECTIONAL
<br />DOOR TRACK WITH
<br />3/8'xl-1/2' STEEL
<br />LAG BOLT WITH
<br />WASHER. MIN, (6) PER
<br />TRACK TO JAMB,
<br />OVERHEAD GARAGE
<br />CLEAR
<br />GRAVITY
<br />UPLIFT
<br />OPENING
<br />LOAD
<br />UP TO 8'-8"
<br />1818
<br />1192
<br />UP TO 11'-4'
<br />1254
<br />818
<br />UP TO 16'-8
<br />950
<br />449
<br />UP TO 18'-8
<br />750
<br />383
<br />1. CLEAR OPENING IS MASONRY OPENING DIMENSION. OVERALL LINTEL
<br />LENGTH SHALL BE 8" LONGER, MIN.
<br />2. ALL LOADS ARE IN POUNDS PER LINEAL FOOR (plf)
<br />3. IN LINTEL "L-2" ONE OF THE TOP BARS IS A CONTINUOUS BOND
<br />BEAM BAR. THE SECOND BAR SHALL EXTEND TO THE NEXT ADJACENT
<br />VERTICAL BAR OR 16" MINIMUM BEYOND OPENING, WHICHEVER IS GREATER.
<br />4. PRE-ENGINEERED LINTELS ("POWERS STEEL" OR EQUIVALENT) OF
<br />EQUIVALENT LOAD CAPACITY MAY BE SUBSTITUTED AT CONTRACTOR'S
<br />OPTION.
<br />PRE -CAST LINTEL DETAIL
<br />tD
<br />)N5
<br />CONCRETE KNOCK -OUT
<br />BLOCK BOND BEAM
<br />FILLED MATH CONCH
<br />My=
<br />CENTER BLOCK(S) IS (ARE) OPTION,
<br />AND CAN EITHER BE OMITTED OR
<br />INSTALLED AT THE BUILDERS DISCRE
<br />�i(1) 05 BAR - -�
<br />(FILL SOLID W/ 3000 PSI CONC.)
<br />L-1 L- 2
<br />USE L-2 FOR ALL
<br />OPENINGS OVER 8 -0"
<br />NOTE, LINTEL BEARING LENGTH PER MANUFACTURERS SPECIFICATIONS
<br />POWERS STEEL LINTELS OR PRE -CAST CONCRETE LINTELS MAY BE USED.
<br />•
<br />0
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<br />-------- 17' 2—SECTIONAL
<br />OVERHEAD
<br />o DOOR
<br />7
<br />ra
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<br />•
<br />v
<br />GARAGE SLAB
<br />DETAILS
<br />BARS \\1\1111I111//�
<br />pON tv
<br />P,�\CENSF •. �G ��
<br />No. 61 2
<br />STATE OF
<br />FCOR\OP• r,x
<br />SS(ONA1-
<br />PREMIER 2249
<br />SHEET 2 OF 5
<br />
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