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<br />SINGLE STORY FTG
<br />BEARING SCALE: N.T.S.
<br />
<br />FRONT WALL
<br />OF GARAGE
<br />PROVIDE 11/2"
<br />DEEP x 12" WIDE
<br />RECESS AT GARAGE
<br />DOOR.
<br />1/2" EXP. JOINT
<br />ALIGN DRIVE W/
<br />BOTTOM OF
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<br />DRIVE
<br />
<br />
<br />
<br />3.5" CONC. DRIVE
<br />W/EXP JOINTS
<br />10' O.C. TYP.
<br />2) #5 REBAR
<br />
<br />SECTION @ GAR. DOOR
<br />REV. 9-17-03 TH SCALE: N.T.S.
<br />
<br />y 16"
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<br />W.W.M.
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<br />SECTION @ GARAGE
<br />1 STORY SCALE: N.T.S.
<br />
<br />W.W.M. 2- #5 REBAR
<br />
<br />REINF.
<br />SEE PLAN
<br />
<br />
<br />F.F.
<br />
<br />SEE FND. PLN
<br />FOR STEP DOWN
<br />HGT (TYP 3 1/2")
<br />
<br />3/4" DEEP X 9 1/4"
<br />WIDE RECESS
<br />W.W.M.
<br />
<br />PORCH F.F.
<br />
<br />
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<br />--r 7
<br />
<br />1/2" EXP. JOINT
<br />
<br />(1) #5 REBAR CONT.
<br />
<br />THICKENED EDGE
<br />
<br />REV. 08-20-04
<br />
<br />
<br />STEP DOWN @ PORCH
<br />REV. 12/15/04 SCALE: N.T.S.
<br />
<br />SCALE: N.T.S.
<br />
<br />W.W.M.
<br />
<br />
<br />3.5"
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<br />4" 16" 16"
<br />A
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<br />INT. BRG WALL 2 X 4
<br />(ALSO SHEARWALL) SCALE: N.T.S.
<br />REV. 9/03
<br />
<br />
<br />STEP DOWN BRG.
<br />REV. 9/03 SCALE: N.T.S.
<br />
<br />
<br />
<br />
<br />PROVIDE 11/2" X 6" WIDE
<br />FOR 2 PANEL UNITS,
<br />8" WIDE FOR 3 PANEL UNITS
<br />AT SGD LOCATIONS
<br />
<br />W.W.M.
<br />
<br />8" 4"
<br />
<br />
<br />1/2" EXP. JT.
<br />
<br />STEP DOWN NON BRG.
<br />
<br />
<br />REV. 6-24-2004 TH
<br />BEARING
<br />1 STORY
<br />
<br />S.G.D. SILL DETAIL
<br />SCALE: N.T.S.
<br />
<br />REV. 9/17/03 TH
<br />
<br />SCALE: N.T.S.
<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 2011, #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: lAW ASTM C90
<br />2. MORTAR: TYPE M OR TYPE SlAW SBC TABLE 1402.8B IS
<br />REQUIRED TO BE TYPE M OR TYPE S
<br />3. GROUT: 3/8" MAXIMUM AGGREGATE, 8" - 1111 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 />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY.
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<br />LAST PLOT
<br />DATE: June 21, 2005 @
<br />
<br />NOTE: IT IS THE CONTRACTORS RESPONSIBILllY TO REVIEW ALL
<br />DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO
<br />ENGINEERING, LLC IS RESPONS:BLE FOR THE STRUCTURAL
<br />INTEGRITY Of THIS PROJECT ONLY, ANY DISCREPANCY BElWaN
<br />FIELD CONDITIONS, OTHER DESIGN PROFESSIOMLS' SHOP DRAWINGS,
<br />CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
<br />DRAWINGS MUST BE BROUGHT TO THE AnENT ION Of DANSCO
<br />ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
<br />
<br />....-----,
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<br />PLACE SEAL HERE DE #250981
<br />
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