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<br />FLOOR PLAN SCALES 1/4' _ 1"-o--
<br />ALL C,M,U, WALL SEGMENTS 48' OR LONGER WITH NO OPENINGS LARGER
<br />THAN 144 SQUARE INCHES AND (1) VERTICAL #5 BAR AT EACH END,
<br />126' OICI MAXIMUM, IN GROUTED CELLS AND SPLICED TO A STANDARD HOOK
<br />IN THE FOOTER AND IN THE BOND BEAM SHALL CONSTITUTE A SHEARWALL,
<br />CONCRETE PAD
<br />TTI ITI r vm- t e
<br />1/4'x3-1/4' TAPCONS
<br />@16' O.C. FOR FRAME WALL
<br />TO CMU & SLAB CONNECTION,
<br />STUDS IN DIRECT
<br />CONTACT WITH CMU's
<br />& SLAB TO BE P.T.
<br />FRAME TO MASONRY DETAIL
<br />FL. 11473.3 ADDITIONAL CONNECTORS
<br />SIMPSON HETA16 @24" O.C. MAY BE REQUIRED AT
<br />TYPICAL ANCHOR GIRDER TRUSS LOCATIONS,
<br />(❑R EQUAL) SEE TRUSS LAYOUT,
<br />VERTICAL REBAR / (1)#5 BAR CONTINUOUS
<br />I /,,BOND BEAM I /IN BONDI BEAM, I
<br />PRE -CAST LINTEL
<br />BAR
<br />#5 BAR IN GI
<br />BLOCK CELLS
<br />#5 BAR WITH 25' MIN. LAPS
<br />& 10' 900 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 />-m---------a--------------- --:s------ ---Waft-- -- ass:
<br />(2)#5 BARS
<br />WALL ELEVATION CONTINUOUS
<br />IN FOOTER
<br />CHAIRS
<br />WHEN WOOD SHIM OR BUCK IS EQUAL TO OR GREATER THAN 1-1/2' THICK, NTS @32' ON CHAIAI
<br />SECURELY FASTEN TO MASONRY WITH 1/4' DIA, TAPCONS 4' FROM CORNERS
<br />& 12' O.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 />-_
<br />- - - - - �L-INT-J---BOND BEAM LI�-------------� TEL -�
<br />0
<br />rl r-- FLOOR LINE
<br />EXTERIOR DOOR AND WINDOW BUCK CONNECTION
<br />BLOCK MASON TO VERIFY
<br />WINDOW ROUGH OPENINGS
<br />WITH MANUFACTURERS
<br />REQUIREMENTS,
<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 />AREA TABULATION
<br />LIVING
<br />1808
<br />FRONT PORCH
<br />51
<br />GARAGE
<br />434
<br />TOTAL
<br />2293
<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 />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 />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 />1/4' TAPCONS @24' ❑1C
<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 />•
<br />0
<br />I
<br />P.T. #2 SYP
<br />SECTIONAL
<br />2 x6
<br />t
<br />OVERHEAD
<br />o
<br />47
<br />I
<br />DOOR
<br />OVERHEAD SECTIONAL
<br />DOOR TRACK WITH
<br />3/8"xl-1/2" STEEL
<br />LAG BOLT WITH
<br />I
<br />WASHER. MIN, (6) PER
<br />TRACK TO JAMB,
<br />'
<br />d-
<br />GARAGE SLAB
<br />aD
<br />OVERHEAD GARAGE DOOR DETAILS
<br />B� CONCRETE KNOCK -OUT $.
<br />BLOCK BOND, BEAM
<br />FILLED WITH CONCH_ rr—n
<br />QCENTER BLOCK(S) IS (ARE) OPTION,
<br />Y- AND CAN EITHER BE OMITTED OR
<br />D LLJJINSTALLED AT THE BUILDERS DISCRE
<br />(1) 05 BAR ----�,
<br />(FILL SOLD W/ WOO PSI CONC.)
<br />L-1 L- 2
<br />USE L-2 FOR ALL
<br />OPENINGS OVER 8'-O"
<br />O
<br />NOTE, LINTEL BEARING LENGTH PER MANUFACTURERS SPECIFICATIONS
<br />POWERS STEEL LINTELS OR PRE —CAST CONCRETE LINTELS MAY BE USED,
<br />NSF
<br />No, 76061
<br />SflE F �/
<br />O�� '. �'LORl0?- ON
<br />BARS
<br />PREMIER
<br />SHEET 2 OF 5
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