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<br />I
<br />
<br />
<br />REINF.
<br />SEE PLAN
<br />
<br />W.W.M. 2- #5 REBAR
<br />
<br />
<br />
<br />F.F.
<br />
<br />(1) #5 REBAR CONT.
<br />
<br />HICKEf\JED EDGE
<br />
<br />INT. BRG WALL 2 X 4
<br />(ALSO SHEAHWALL) SCALE: N.T.S.
<br />REV. 9/03
<br />
<br />REV. 08-20-04
<br />
<br />SCALE: N.T.S.
<br />
<br />DOWELS WI 900
<br />HOOK @ FOOTING -
<br />SEE FOUND. PLAN
<br />FOR LOCATION
<br />
<br />FINISH
<br />GRADE
<br />
<br />z
<br />~
<br />
<br />N
<br />..-1
<br />
<br />FILLED STEM
<br />WALL SOLID
<br />WI GROUT
<br />
<br />
<br />BLOCK WALL
<br />HEADER BLOCK WI
<br />#5 REBAR CONT.
<br />@ SLAB LEVEL F.F.
<br />
<br />
<br />DOWELS WI 900
<br />HOOK @ FOOTING -
<br />SEE FOUND. PLAN ~ w
<br />FOR LOCATION .....J u
<br />= :J
<br />1I)e..
<br />NU)
<br />
<br />
<br />HEADER BLOCK WI #5
<br />REBAR CONT. @ SLAB LEVEL
<br />
<br />#3 REBAR WI 900
<br />HOOK @ 36" OIC _
<br />
<br />I~N'
<br />''':w -......Z
<br />, -, , . -, ~ -
<br />,. , Ilr. , " ...1 :2:
<br />I ('t)
<br />
<br />8"CMU
<br />WALL
<br />
<br />EXTEND W.W.M. INTO
<br />HEADER BLOCK,
<br />, BEND 900 & HOOK
<br />
<br />" 3
<br />' .'~ , .'. OVER#5CONT.
<br />
<br />· , ",' A' 00
<br />, to. . ",. I "
<br />... ,. ,,~~ .. \
<br />
<br />16"
<br />
<br />EXTEND W.W.M. INTO
<br />HEADER BLOCK,
<br />BEND 900 & HOOK
<br />OVER #5 CONT.
<br />
<br />#5 VERT. IN SOLID CELL WI
<br />900 HOOK INTO FOOTING @
<br />5'-411 OIC FOR STEMWALL
<br />< 4'-8" & @ 2'-0" OIC FOR
<br />STEMWALL < 6'-0"
<br />
<br />2 # 5 CONT. ON 3" CHAIR
<br />
<br />EXTERIOR BEARING
<br />
<br />J
<br />
<br />STEM WALL FTG.
<br />l-STORY
<br />
<br />SCALE: N.T.S.
<br />
<br />EXTEF~IOR BEARING
<br />STEM WALL FTG. SCALE: N.T.S.
<br />RAISED FND. < 72" UNBALANCED FILL
<br />
<br />BLOCK WALL ~
<br />
<br />DOWELS WI 900 - , ,
<br />HOOK @ FOOTING -
<br />SEE FOUND. PLAN
<br />FOR LOCATION
<br />FINISH ~ ~
<br />GRADE M ~
<br />
<br />HEADER BLOCK WI
<br />#5 REBAR CONT.
<br />@ SLAB LEVEL F.F.
<br />F.F.~
<br />----
<br />
<br />, I SEE PLAN
<br />, , , I l
<br />.. ' - - -:,-'- - r.- - - I I
<br />. , I
<br />
<br />PROVIDE 11/2" X 12"
<br />SLOPED RECESS AT
<br />GARAGE DOOR
<br />
<br />PROVIDE 11/2" X 6" WIDE FOR 2
<br />PANEL UNITS, 8" WIDE FOR 3 PANEL
<br />UNITS @ SGD LOCATIONS ~ 0'-0" FIN. FL.
<br />
<br />#5 REBAR CONT. _,..- -'-Aor.- _'-',__
<br />, ,
<br />
<br />
<br />z
<br />~
<br />
<br />N
<br />..-1
<br />
<br />FILLED STEM
<br />WALL SOLID
<br />WI GROUT
<br />
<br />
<br />
<br />FRONT WALL
<br />OF GARAGE
<br />1/211 EXP. Jr.
<br />ALIGN DRIVE WI
<br />BOTTOM OF
<br />RECESS & PITCH
<br />DRIVE
<br />
<br />
<br />EXTEND W.W.M. INTO
<br />HEADER BLOCK,
<br />BEND 900 & HOOK
<br />OVER #5 CONT.
<br />
<br />, ,
<br />~,-- ~r-"
<br />, ,
<br />
<br />W.W.M.
<br />#5 REBAR CONT.
<br />(2) # 5 CONT.
<br />ON 311 CHAIR
<br />
<br />3.5" CONC. DRIVE
<br />w/CONT. JOINTS
<br />10' O.C. TYP.
<br />
<br />EXTERIOR BEARING @ GAR.
<br />
<br />J
<br />
<br />16" }
<br />
<br />STEM WALL FTG.
<br />l-STORY
<br />
<br />
<br />SCALE: N.T.S.
<br />
<br />SCALE: N.T.S.
<br />
<br />FOOTING @ GAR. DOOR
<br />
<br />STEM WALL FTG.
<br />1- STORY
<br />
<br />PROVIDE 3/4" X 9 1/4"
<br />RECESS~
<br />#5 REBAR CONT. --.. ~
<br />
<br />0'-0" FIN. FL.
<br />
<br />(2) # 5 CONT.
<br />ON 3" CHAIR
<br />
<br />
<br />1/2" EXP. JOINT
<br />
<br />DOWELS-SEE
<br />PLAN FOR LOCATION
<br />
<br />DOWELS-SEE
<br />PLAN FOR LOCATION
<br />
<br />L
<br />
<br />
<br />(2) # 5 CONT.
<br />ON 3" CHAIR
<br />
<br />S.G.D. SILL DETAIL
<br />STEM WALL FTG. SCALE: N.T.S.
<br />RAISED FND. BALANCED FILL 1- STORY
<br />
<br />
<br />STEM WALL FTG. SCALE: N.T.S.
<br />RAISED FND. BALANCED FILL l-STORY
<br />
<br />STEP DOWN @ PORCH
<br />
<br />
<br />W.W.M.
<br />
<br />3.5"
<br />
<br />... "" \ ~...
<br />. '., o. '0' .
<br />
<br />'?.. ';> 'l.. '"
<br />
<br />16"
<br />
<br />STEP DOWN BRG.
<br />REV. 9/03 SCALE: N.T.S.
<br />
<br />NOTE:
<br />STEM WALL MUST BE BRACED PRIOR TO
<br />COMPACTING BACK FILL AS FOLLOWING:
<br />OPT. 1: SEE TEMP. BRACING DETAIL BBISl
<br />OPT. 2: BACK FILL SLAB ON OUTSIDE COMPACTION
<br />DURRING FILL PLACEMENT & TO PREVENT BOWING
<br />OF WALL. MAY BE REMOVED AFTER SLAB IS POUR
<br />
<br />2"x 6"x 8" LONG
<br />WITAPCON ANCHORS (4)
<br />3/16" x 3 1/4" CENTER
<br />BLOCK @ FILLED CELL
<br />
<br />
<br />
<br />
<br />12" BELOW F.F. FOR
<br />STEM WALL ~ 6'-0" & 30'
<br />BELOW F.F. FOR STEM
<br />WALL ~ 8'-0" & > 6'-0"
<br />
<br />1
<br />
<br />1
<br />
<br />
<br />10d x 3"
<br />@ 6" O.C.
<br />
<br />2x4 STAKE W/MIN. 2'-0" PENETRATION
<br />INTO SOIL @ EA. FILLED CELL FOR STEM
<br />WALL ~ 4'-8" @ 4'-0" OIC FOR STEM
<br />WALL~ 4'-8" & < 6'-0" @ 2'-8" OIC FOR
<br />STEM WALL> 6'-0" & ~ 8'-0"
<br />
<br />TEMPORARY BRACING DETAIL
<br />
<br />SCALE: N.T.S.
<br />
<br />BRACING NOTES
<br />CD ERECT TEMPORARY BRACING
<br />PRIOR TO SETTING &
<br />COMPACTING BACKRLL
<br />
<br />@ BRACING TO REMAIN IN PLACE
<br />UNTIL POURED SLAB IS FULLY
<br />CURED
<br />
<br />
<br />8" 4"
<br />
<br />
<br />STEP DOWN NON BRG.
<br />
<br />REV. 9/17/03 TH
<br />
<br />SCALE: N.T.S.
<br />
<br />DOWELS WI 900
<br />HOOK @ FOOTING -
<br />SEE FOUND. PLAN ~ w -
<br />FOR LOCATION ~ ~
<br />II)Q..
<br />NU)
<br />
<br />
<br />HEADER BLOCK WI #5
<br />REBAR CONT. @ SLAB LEVEL
<br />#3 REBAR WI 900
<br />HOOK @ 24" OIC
<br />I tN
<br />-...... .
<br />..-1Z
<br />('t)~
<br />EXTEND W.W.M. INTO
<br />HEADER BLOCK,
<br />BEND 900 & HOOK
<br />OVER #5 CONT.
<br />#5 VERT. IN SOLID CELL WI 900
<br />HOOK INTO FOOTING @ 8" OIC
<br />OR #7 VERT. IN SOLID CELL WI 900
<br />HOOK INTO FOOTING @ 16" OIC
<br />
<br />~
<br />~
<br />5'
<br />co
<br />
<br />DURO WALL
<br />@ 16" Ole
<br />VERTICALLY
<br />
<br />8" CMU WALL
<br />
<br />NOTE:
<br />STEM WALL MUST BE BRACED PRIOR TO
<br />COMPACTING BACK FILL AS FOLLOWING:
<br />OPT. 1: SEE TEMP. BRACING DETAIL BBISl
<br />OPT. 2: BACK FILL SLAB ON OUTSIDE COMPACTION
<br />DURRING FILL PLACEMENT & TO PREVENT BOWING
<br />OF WALL. MAY BE REMOVED AFTER SLAB IS POUR
<br />
<br />,. 't.", 'f .." 1 "
<br />~ , "0",. ...,0. t,
<br />,. "., ,. , "'f,, ,
<br />
<br />(3) # 5 CONT.
<br />ON 3" CHAIR
<br />
<br />44"
<br />
<br />J
<br />
<br />
<br />EXTERIOR BEARING
<br />
<br />STEM WALL FTG. SCALE: N.T.S.
<br />HAISED FND. < 96" UNBALANCED FILL
<br />
<br />FOUNDATION NOTES
<br />3) SOIL:
<br />3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. (VERIFY BY CONTRACTOR)
<br />4) CONCRETE:
<br />4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
<br />3000 PSI (NORMAL WEIGHT).
<br />4.2 REINFORCING BARS: ASTM A615 (GRADE 40).
<br />4.3 WELDED WIRE FABRIC (WWF): ASTM A185.
<br />4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
<br />4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3"
<br />BOTTOM AND SIDES.
<br />4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK
<br />AND DRIVE SLABS) 3 1/2" THICK MIN., REINFORCED
<br />WITH 6X6 - W1.4 X W1.4 WWF AT MID-DEPTH OF SLAB.
<br />4.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
<br />4.8 LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15".
<br />4.9 SOIL TO BE TREATED FOR TERMITES PER FBC 2001 SECTIONS
<br />104.2.6: 104.2.7: 1403.1.6, 1503.4.4: 1816: 1916.7.5: 2303.1.4 & 2304
<br />
<br />GENERAL MASONRY NOTES:
<br />1. MASONRY UNITS: 1AW ASTM C90
<br />2. MORTAR: TYPE M OR TYPE S 1AW SBC TABLE 1402.88 IS
<br />REQUIRED TO BE TYPE M OR TYPE S
<br />3. GROUT: 3/8" MAXIMUM AGGREGATE, 8" - 11" SLUMP
<br />3000 PSI OR ASTM C476
<br />4. CONCRETE: 3000 PSI MIN. COMPo STRENGTH AT 28 DAYS FOR
<br />FOOTINGS: 3000 PSI FOR SLABS ON GRADE
<br />5. REINFORCING STEEL: GRADE 40 MIN. AND IDENTIFIED IN
<br />ACCORDANCE WITH ASTM A615, A616,A 70
<br />
<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE
<br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE
<br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND
<br />GUST, EXPOSURE "B" WIND ZONE (2001 EDITION).
<br />
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
<br />DATE IS SIGNED AND SEALED.
<br />
<br />SIGI\ED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY.
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<br />
<br />SHEET NO.
<br />
<br />5-1 (5)
<br />
<br />LAST PLOT
<br />DATE:April 11, 2005
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<br />NOTE: IT IS THE CONTRACTORS RES?ONSIBIUlY TO REVIEW ALL
<br />DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO
<br />ENGINEERING. LLC is RESPONSIBLE FOR THE STRUCTURAL '
<br />INTEGR'TY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN I
<br />FIELD CONDITIONS, OTHER DESIGN PROFESSiONALS' SHOP DRAW/t-,GS,
<br />CONTRACTORS' BUILDING METHODS. AND THESE SIGNED AND SE~LED
<br />DRAWINGS MUST BE BROUGHT TO THE AHENT!ON OF DANSCO I
<br />ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
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<br />PLACE SEAL HERE DE #2509?8
<br />
<br />
<br />....---------
<br />
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