|
A
<br />USP HC 10 -.. ROOF PITCH
<br />SIMPSON H10 OR PER ELEVATION
<br />SEMCO HCPRF
<br />USP EHCC 66
<br />OR SEMCO PCPGA 66
<br />POST CAP
<br />(2) 2X10 BEAMS
<br />CONNECTED TO MASONRY
<br />W/ USP HWUH 2 -2X10
<br />SIMPSON HUC4101F
<br />SEMCO MPH -210 -2
<br />USP EHCC 66 OR
<br />SEMCO PCPGA 66 POST CAP
<br />- 6X6 GR.II
<br />P.T. PINE COLUMN
<br />OPTIONAL: _ COLUMN BASE
<br />HUGHES PA6X6 USP CO 66
<br />SIMPSON ABU66 OR �` SIMPSON LCB 66 OR
<br />SEMCO ABP 66 J SEMCO CMP66
<br />WHERE UPLIFT IS
<br />UNDER 2,000 #. (2) 1/2" BOLTS
<br />a d
<br />FINISH GRADE ,
<br />'` •v__.....__ 12" X 24" PIER FOOTING
<br />W/ (2) #5 EACH WAY
<br />WOOD COLUMN DETAIL
<br />SCALE 112" = C
<br />—0"
<br />-- __..
<br />2X4 BLOCKING
<br />OR 2X4 RAT RUNS
<br />4' -0' O.C. FOR FIRST
<br />TWO FRAMING SPACES
<br />FROM EACH END
<br />I
<br />— 1 12" X 24" PIER FOOTING
<br />+ - —+ W/ (2) #5 EACH WAY
<br />MASONRY COLUMN DETAIL
<br />SCALE 112" = 1' -0"
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<br />�-�
<br />FOOTING DOWELS: _-_ --� -- -�-
<br />�`�
<br />1-#5 EMBED. 6" MIN. I I Q
<br />N
<br />J INTO FTG. W/ 90' HOOK II \
<br />2 -16d —�
<br />USP LPTA - -�
<br />((OR EQUAL)
<br />O.C.
<br />(15) 8d X
<br />1 -1/2' NAILS
<br />NOTE:
<br />ti IN CATHEDRAL CEILING APPLICATION,
<br />BLOCKING OR RAT RUNS SHALL BE
<br />UTILIZED TO CONNECT BOTTOM CHO
<br />OF FIRST TWO SCISSOR TRUSSES T,!
<br />2 -16d GABLE END TRUSS AS INDICATED.
<br />BOND BEAM 5d COOLER NAILS OR
<br />GW854 © 7" O.C.
<br />DIRECT TRUSS TO MASONRY
<br />END WALL FOR GYPSUM CEILING DIAPHRAM
<br />I I
<br />4" CONCRETE SLAB
<br />W/ 6X6 #10 W.W.M. II
<br />OR FIBERMESH
<br />- - - - - - --�\ I GRADE
<br />(2) #5 REBAR
<br />CONTINUOUS
<br />(MIN. 3 , CL ,+- I -
<br />J
<br />I
<br />ALTERNATE MONO FOOTER
<br />GENERAL NOTES
<br />MIN. 240# FIBERGLASS SHINGLES ROOF PITCH
<br />OVER 15# FELT ON 15/32" PLYWOOD ''', PER ELEV.
<br />SHEATHING (1/2 O.S.B.) OPTIONAL)
<br />8d COMMON NAILS @ 6 O.C. r
<br />USP TA20
<br />SIMPSON ETA20
<br />OR SEMCO TAPIR 216
<br />EA. END EA. TRUSS
<br />PRE - ENGINEERED TRUSSES
<br />24" O.C. BY OTHERS
<br />- MIN. R -22
<br />INSULATION
<br />DESIGN CRITERIA
<br />FBC 1606, 110 MPH WIND SPEED
<br />EXPOSURE CATEGORY - B
<br />ENCLOSED BUILDING CATEGORY 1.0
<br />INTERNAL PRESSURE COEFICIENT f.18 ASCE 7
<br />TABLE 6 -7
<br />VERTICAL REINFORCEMENT IN BLOCK WALLS
<br />PROVIDE #5 BARS EACH SIDE OF OPENINGS 6' -0" OR GREATER,
<br />AT ALL CORNERS, EACH END SHEAR'WALL SEGMENTS,
<br />INTERSECTIONS AND LONG RUNS AS SHOWN ON PLANS
<br />HOOK ENDS MINIMUM 10" AND LAP BARS MINIMUM 19 ". FILL
<br />BAR CORES WITH CONCRETE,
<br />EXTERIOR SIDING
<br />1/2" HARDIBOARD OR T -111 SHEATHING
<br />NAIL W /8d CC 6" O.C. EDGES & 6" O.C. IN FIELDS
<br />EXTERIOR PRE -HUNG DOORS
<br />2X PT DOOR BUCK ATTACHED W / #4 CASE HARDS
<br />OR T -NAILS @ 4" O.C.
<br />2-1/2" (OR LARGER) 0 0 EETROCKO (3) EQUALLY SPACED
<br />SCREWS
<br />ELECTRICAL
<br />ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE
<br />SCHEMATIC ONLY AND DESIGNS SHALL BE PREPARED IN
<br />ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC).
<br />FRAME WALLS
<br />ALL INTERIOR NON BEARING WALLS TO BE STD (OR BETTER),
<br />SPF OR HIGHER GRADE.
<br />ALL INTERIOR FRAMED BEARING WALLS TO BE #2 SPF.
<br />ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES
<br />AS INDICATED ON FLOOR PLAN)
<br />COMPONENT AND CLADDING SCHEDULE
<br />NOTED ON FLOOR PLAN,
<br />8X8 W1.4 X W1.4
<br />OR FIBERMESH
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<br />n. * ..r....
<br />8" 14 1- # 5 CONT.
<br />PATIO /PORCH FOOTING
<br />SCALE 1 121 = 1
<br />ROOF SYSTEM
<br />ROOF DEAD LOAD - 7# P.S.F.
<br />ROOF LIVE LOAD - 20# P.S.F.
<br />ALL ROOF COMPONENTS ARE PRE - ENGINEERED TRUSSES.
<br />ENGINEERING WILL BE SUPPLIED TO FIELD INSPECTOR
<br />AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT
<br />PROVIDED).
<br />ROOF SHEATHING NAILING SCHEDULE
<br />FOR 7/16" OSB ROOF DECK, USE 8d CC NAILS
<br />SPACE 6" O.C. AT EDGES AND 6" O.C. IN FIELDS
<br />ALL FLASHING SHALL CONFORM TO FBC CODE REQUIREMENTS
<br />ROOF COVERING
<br />FIBERGLASS SHINGLES SECURED W /(6) NAILS
<br />PER SHINGLE OVER 15# FELT OVER 7/16"
<br />OSB ROOF DECK. PRODUCT MEETS ASTM D3161
<br />PER F.B.C.
<br />FL ASHING
<br />FLASHING SHALL BE GALVANIZED STEEL 0.0179
<br />26 GA. (ZINC COATED G90) NAILED 6" O.C. 0 EDGES
<br />OVER 15# FELT W /CLOSED CUT VALLEY.
<br />WHERE VERTICAL WALLS MEET ROOF LINE, FLASH
<br />W/ 4X5 L- FLASHING NAILED 6" O.C. AND
<br />SECURED TO ASPHALT SHINGLE W /ROOF CEMENT.
<br />GARAGE DOOR FRAME
<br />GARAGE DOOR FRAME TO BE PT 2X6 8' -0"
<br />W /(3) 1/2 "0 J BOLTS USING 2 "0 WASHERS
<br />& EVENLY SPACED ALONG LENGTH.
<br />CEILING
<br />1/2" CEILING BOARD W/1 -1/4" TYPE W SCREWS 12" O.C.
<br />(ASTM 1002) OR NAILED W/1 -1/4" DRYWALL NAILS
<br />7" O.C. (ASTM C514). PLACE BOARDS W/
<br />LONG DIMENSION PERPENDICULAR TO FRAMING.
<br />BAR ADDE
<br />CONCRETE 2500 P.S.I. 4"
<br />THICK W/ 6X6 10/10 GAUGE
<br />REINFORCI MAI MIN
<br />.,
<br />COVER. TERMITE TREATED' OIL
<br />W/ VAPO BARRt€R
<br />COMPACTED CLEAN FILL.
<br />FIBERMESH CONCRETE MAY BE
<br />USED IN PLACE OF MESH.
<br />+ DENOTES CONCRETE FILLED CELL
<br />W11 #5 FROM FOUNDATION TO
<br />BOND BEAM (TYPICAL)
<br />THE BUILDER SHALL VERIFY
<br />THAT THE FOUNDATION BEARING
<br />SOIL HAS A MINIMUM LOAD
<br />CARRYING CAPACITY OF 2,000
<br />POUNDS PER SQUARE FOOT.
<br />16' -10"
<br />Patio Slab (By Others)
<br />9
<br />WINDOW REVISED
<br />BAR ADDED
<br />+ I �i
<br />I
<br />J'
<br />1' -3"
<br />COLUMN FOOTER
<br />SEE DETAIL
<br />12 "x 16" footing
<br />see wall detail
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<br />. ^_
<br />F0 UrTDA TION PLAN 1 " — 1'
<br />TRUSS ANCHORS
<br />TRUSS TO BLOCK WALL CALCULATED FOR WORST CASE SCENARIO
<br />(1) USP TA 20 (OR EQUAL) EACH END EACH TRUSS
<br />CONNECTED W /(10) 8d NAILS 0 EACH STRAP
<br />FOR 1 PLY OR HIP GIRDER, USE (2) USP TA20 EACH END
<br />FOR �23 PLY GIRDER USE (3) USP TA20 EACH END
<br />FOR GABL -END jEUSS U- 4
<br />SEi� -TA20T OR - EQUAL
<br />�l�'� -ASS NO ��T#1ERWt�
<br />�•W DOWS �\
<br />ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH
<br />ANSI /AMMA /NWWDA 101 /IS2 STANDARD AND LABELED AS SUCH.
<br />WINDOWS INSTALLED PER MFG. INSTRUCTIONS FOR APPLICABLE
<br />DESIGN PRESSURE. WINDOWS SHALL BE ANCHORED
<br />INTO STRUCTURAL SUBSTRATE WHERE BUCK THICKNESS IS
<br />> 1-1/2". FOR ANY 2X BUCK STRIPS, ATTACH TO MASONRY
<br />W / #4 CASE HARD OR T -NAILS @ 4" O.C.
<br />ALL MULLIONS SHALL CONFORM TO FBC REQUIREMENTS OF
<br />1.5 X THE DESIGN LOAD.
<br />PRE- ENGINEERED COMPONENTS AS INDICATED ON THE DRAWINGS
<br />SHALL BE DESIGNED AND CERTIFIED BY A STATE OF FLORIDA
<br />REGISTERED PROFESSIIONAL ENGINEER AND SHALL BE ISSUED TO
<br />THE ENGINEER OF RECORD FOR REVIEW PRIOR TO INITIATION OF
<br />CONSTRUCTION.
<br />I HEREBY CERTIFY THAT, IN MY PROFESSIONAL
<br />OPINION AS A LICENSED PROFESSIONAL IN THIS
<br />JURISDICTION, I HAVE REVIEWED THE ATTACHED
<br />DESIGN AND FOUND IT TO BE IN SUBSTANTIAL
<br />COMPLIANCE WITH SECTION 1606 OF THE
<br />FLORIDA BUILDING CODE.
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<br />FOOTING DOWELS:
<br />2 - #5 EMBED. 6" MIN.
<br />INTO FTG. W/ 90' HOOK
<br />FINISH GRADE
<br />(2) 2X10 OR (2) 2X12 BEAMS
<br />r
<br />ATTACH TO MASONRY COLUMN
<br />DRYWALL PER SPECS
<br />USP HFM 3X10, SEMCO
<br />MPH -210 -2 OR SIMPSON WNP210 -2
<br />COLUMN FOOTER
<br />(OR (2) 2X12 SIZE)
<br />FULL PERIMETER BOND BEAM
<br />ANCHOR TRUSSES TO BEAMS W/
<br />SOFFIT /FACIA
<br />FOOTER
<br />SIMPSON H1 TRUSS TIE.
<br />8" CMU. 8" HIGH W/ 1 - #5
<br />JAC
<br />PER SPEC
<br />I=
<br />Q
<br />Q
<br />\• CONT. 25" LAP CORNER BARS
<br />LAZ
<br />OVERHANG PER
<br />9 -30 -99
<br />FRONT ENTRY PORCH W/
<br />w
<br />` -- #5 VERTICAL FROM SLAB
<br />BY
<br />(COLUMN HEIGHT PER
<br />ELEVATION
<br />ELEVATION)
<br />APPROVAL:
<br />TO SHOP:
<br />TO BOND BEAM ® POURED
<br />TO FIELD:
<br />R &
<br />R APPROVAL
<br />CELL (SEE FLOORPLAN FOR
<br />BUILDER NOTE:
<br />, LOCATIONS)
<br />ALL ENGINEERED TRUSS
<br />- PRECAST LINTEL- POUR FULL
<br />OVER 48 ")
<br />DRAWINGS TO BE FURNISHED
<br />(USE #5 IF SPAN
<br />TO ENGINEER OF RECORD
<br />ALUMINUM FRAME WINDOW
<br />FOR REVIEW PRIOR TO FINAL
<br />(SIZE PER PLAN) co
<br />ISSUE OF DRAWINGS.
<br />INSTALL PER MFG.
<br />PRECAST CONC. SILL --
<br />APPROVED DETAILS
<br />WINDOW SILL PER SPEC.
<br />`. - MIN. 1/2" DRYWALL ON
<br />1"X2" P.T. FURRING W/
<br />FOOTING DOWELS: - --
<br />%' MIN. R -5 INSULATION
<br />1-#5 EMBED. 6" MIN.
<br />BETWEEN FURRING W/
<br />INTO FTG. W/ 90' HOOK
<br />VAPOR BARRIER,
<br />HEADER BLOCK - °-
<br />`.,
<br />WALL BASE & FLOOR FINISH
<br />r` PER SPEC.
<br />FINISH GRADE -\
<br />'
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<br />I
<br />6X6 W1.4 X W1 .4
<br />OR FIBERMESH
<br />�y
<br />4
<br />CO
<br />1' -
<br />8" X 16" FOOTING
<br />W/ (2) #5 CONT.
<br />4 1
<br />8'
<br />I mo_
<br />IVALL SECTION
<br />SCALE 112" = 1 ' —0"
<br />- n 11
<br />o. A` -'_� Q n m F C T
<br />DESIGN CRITERIA
<br />FBC 1606, 110 MPH WIND SPEED
<br />EXPOSURE CATEGORY - B
<br />ENCLOSED BUILDING CATEGORY 1.0
<br />INTERNAL PRESSURE COEFICIENT f.18 ASCE 7
<br />TABLE 6 -7
<br />VERTICAL REINFORCEMENT IN BLOCK WALLS
<br />PROVIDE #5 BARS EACH SIDE OF OPENINGS 6' -0" OR GREATER,
<br />AT ALL CORNERS, EACH END SHEAR'WALL SEGMENTS,
<br />INTERSECTIONS AND LONG RUNS AS SHOWN ON PLANS
<br />HOOK ENDS MINIMUM 10" AND LAP BARS MINIMUM 19 ". FILL
<br />BAR CORES WITH CONCRETE,
<br />EXTERIOR SIDING
<br />1/2" HARDIBOARD OR T -111 SHEATHING
<br />NAIL W /8d CC 6" O.C. EDGES & 6" O.C. IN FIELDS
<br />EXTERIOR PRE -HUNG DOORS
<br />2X PT DOOR BUCK ATTACHED W / #4 CASE HARDS
<br />OR T -NAILS @ 4" O.C.
<br />2-1/2" (OR LARGER) 0 0 EETROCKO (3) EQUALLY SPACED
<br />SCREWS
<br />ELECTRICAL
<br />ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE
<br />SCHEMATIC ONLY AND DESIGNS SHALL BE PREPARED IN
<br />ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC).
<br />FRAME WALLS
<br />ALL INTERIOR NON BEARING WALLS TO BE STD (OR BETTER),
<br />SPF OR HIGHER GRADE.
<br />ALL INTERIOR FRAMED BEARING WALLS TO BE #2 SPF.
<br />ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES
<br />AS INDICATED ON FLOOR PLAN)
<br />COMPONENT AND CLADDING SCHEDULE
<br />NOTED ON FLOOR PLAN,
<br />8X8 W1.4 X W1.4
<br />OR FIBERMESH
<br />co �
<br />TK
<br />n. * ..r....
<br />8" 14 1- # 5 CONT.
<br />PATIO /PORCH FOOTING
<br />SCALE 1 121 = 1
<br />ROOF SYSTEM
<br />ROOF DEAD LOAD - 7# P.S.F.
<br />ROOF LIVE LOAD - 20# P.S.F.
<br />ALL ROOF COMPONENTS ARE PRE - ENGINEERED TRUSSES.
<br />ENGINEERING WILL BE SUPPLIED TO FIELD INSPECTOR
<br />AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT
<br />PROVIDED).
<br />ROOF SHEATHING NAILING SCHEDULE
<br />FOR 7/16" OSB ROOF DECK, USE 8d CC NAILS
<br />SPACE 6" O.C. AT EDGES AND 6" O.C. IN FIELDS
<br />ALL FLASHING SHALL CONFORM TO FBC CODE REQUIREMENTS
<br />ROOF COVERING
<br />FIBERGLASS SHINGLES SECURED W /(6) NAILS
<br />PER SHINGLE OVER 15# FELT OVER 7/16"
<br />OSB ROOF DECK. PRODUCT MEETS ASTM D3161
<br />PER F.B.C.
<br />FL ASHING
<br />FLASHING SHALL BE GALVANIZED STEEL 0.0179
<br />26 GA. (ZINC COATED G90) NAILED 6" O.C. 0 EDGES
<br />OVER 15# FELT W /CLOSED CUT VALLEY.
<br />WHERE VERTICAL WALLS MEET ROOF LINE, FLASH
<br />W/ 4X5 L- FLASHING NAILED 6" O.C. AND
<br />SECURED TO ASPHALT SHINGLE W /ROOF CEMENT.
<br />GARAGE DOOR FRAME
<br />GARAGE DOOR FRAME TO BE PT 2X6 8' -0"
<br />W /(3) 1/2 "0 J BOLTS USING 2 "0 WASHERS
<br />& EVENLY SPACED ALONG LENGTH.
<br />CEILING
<br />1/2" CEILING BOARD W/1 -1/4" TYPE W SCREWS 12" O.C.
<br />(ASTM 1002) OR NAILED W/1 -1/4" DRYWALL NAILS
<br />7" O.C. (ASTM C514). PLACE BOARDS W/
<br />LONG DIMENSION PERPENDICULAR TO FRAMING.
<br />BAR ADDE
<br />CONCRETE 2500 P.S.I. 4"
<br />THICK W/ 6X6 10/10 GAUGE
<br />REINFORCI MAI MIN
<br />.,
<br />COVER. TERMITE TREATED' OIL
<br />W/ VAPO BARRt€R
<br />COMPACTED CLEAN FILL.
<br />FIBERMESH CONCRETE MAY BE
<br />USED IN PLACE OF MESH.
<br />+ DENOTES CONCRETE FILLED CELL
<br />W11 #5 FROM FOUNDATION TO
<br />BOND BEAM (TYPICAL)
<br />THE BUILDER SHALL VERIFY
<br />THAT THE FOUNDATION BEARING
<br />SOIL HAS A MINIMUM LOAD
<br />CARRYING CAPACITY OF 2,000
<br />POUNDS PER SQUARE FOOT.
<br />16' -10"
<br />Patio Slab (By Others)
<br />9
<br />WINDOW REVISED
<br />BAR ADDED
<br />+ I �i
<br />I
<br />J'
<br />1' -3"
<br />COLUMN FOOTER
<br />SEE DETAIL
<br />12 "x 16" footing
<br />see wall detail
<br />_J
<br />. ^_
<br />F0 UrTDA TION PLAN 1 " — 1'
<br />TRUSS ANCHORS
<br />TRUSS TO BLOCK WALL CALCULATED FOR WORST CASE SCENARIO
<br />(1) USP TA 20 (OR EQUAL) EACH END EACH TRUSS
<br />CONNECTED W /(10) 8d NAILS 0 EACH STRAP
<br />FOR 1 PLY OR HIP GIRDER, USE (2) USP TA20 EACH END
<br />FOR �23 PLY GIRDER USE (3) USP TA20 EACH END
<br />FOR GABL -END jEUSS U- 4
<br />SEi� -TA20T OR - EQUAL
<br />�l�'� -ASS NO ��T#1ERWt�
<br />�•W DOWS �\
<br />ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH
<br />ANSI /AMMA /NWWDA 101 /IS2 STANDARD AND LABELED AS SUCH.
<br />WINDOWS INSTALLED PER MFG. INSTRUCTIONS FOR APPLICABLE
<br />DESIGN PRESSURE. WINDOWS SHALL BE ANCHORED
<br />INTO STRUCTURAL SUBSTRATE WHERE BUCK THICKNESS IS
<br />> 1-1/2". FOR ANY 2X BUCK STRIPS, ATTACH TO MASONRY
<br />W / #4 CASE HARD OR T -NAILS @ 4" O.C.
<br />ALL MULLIONS SHALL CONFORM TO FBC REQUIREMENTS OF
<br />1.5 X THE DESIGN LOAD.
<br />PRE- ENGINEERED COMPONENTS AS INDICATED ON THE DRAWINGS
<br />SHALL BE DESIGNED AND CERTIFIED BY A STATE OF FLORIDA
<br />REGISTERED PROFESSIIONAL ENGINEER AND SHALL BE ISSUED TO
<br />THE ENGINEER OF RECORD FOR REVIEW PRIOR TO INITIATION OF
<br />CONSTRUCTION.
<br />I HEREBY CERTIFY THAT, IN MY PROFESSIONAL
<br />OPINION AS A LICENSED PROFESSIONAL IN THIS
<br />JURISDICTION, I HAVE REVIEWED THE ATTACHED
<br />DESIGN AND FOUND IT TO BE IN SUBSTANTIAL
<br />COMPLIANCE WITH SECTION 1606 OF THE
<br />FLORIDA BUILDING CODE.
<br />C
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<br />F-
<br />Q
<br />w
<br />J
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<br />FOOTING DOWELS:
<br />2 - #5 EMBED. 6" MIN.
<br />INTO FTG. W/ 90' HOOK
<br />FINISH GRADE
<br />(2) 2X10 OR (2) 2X12 BEAMS
<br />r
<br />ATTACH TO MASONRY COLUMN
<br />W/ MASONRY PURLIN HANGER:
<br />USP HFM 3X10, SEMCO
<br />MPH -210 -2 OR SIMPSON WNP210 -2
<br />COLUMN FOOTER
<br />(OR (2) 2X12 SIZE)
<br />1972
<br />ANCHOR TRUSSES TO BEAMS W/
<br />SEMCO HCPRF, USP HCS OR
<br />FOOTER
<br />SIMPSON H1 TRUSS TIE.
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<br />LAZ
<br />16" X 16" COLUMN
<br />9 -30 -99
<br />FRONT ENTRY PORCH W/
<br />w
<br />(3) #5 VERTICAL.
<br />BY
<br />(COLUMN HEIGHT PER
<br />bi bil
<br />ELEVATION)
<br />APPROVAL:
<br />COLUMN USE USP
<br />TA20, SIMPSON ETA20
<br />OR SEMCO TAPR 216
<br />END OF TRUSS
<br />ROOF PITCH
<br />PER ELEVATION
<br />(OPTIONAL)
<br />8' PRECAST LINTEL W/ #5
<br />CONTINUOUS SPAN BETWEEN COLS.
<br />W/ MIN. 8" BEARING SURFACE EACH
<br />END CAP W11 COURSE 4" OR 8 "X16"
<br />CMU KNOCKOUT W/ 1 - #5 CONT.
<br />POURED FULL W/ VERTICAL #5'S
<br />COLS. INTO K.O. BLOCK TIE INTO
<br />FULL PERIMETER BOND BEAM W/
<br />25" LAP @ CORNERS
<br />_¢..
<br />12 "x 16" fc
<br />see wall dE
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<br />WALL LOCATION REVISED
<br />fR (813) 782
<br />—0825 Fax (813) 788 -6773
<br />773 Ryman Construction Inc.
<br />Certified Building Contractor
<br />37325 S.R. 54 W.
<br />Zephyrhills, A. 33541
<br />Cert. #CB CO35134 KEVIN L. RYMAN
<br />r
<br />L—
<br />I
<br />COLUMN FOOTER
<br />JAMES A. CARNICELLI, P.E.
<br />1972
<br />I COLUMN
<br />FOOTER
<br />Q
<br />UPDATE PER CODE
<br />JAC
<br />5 -6 -02
<br />Q
<br />FOUNDATION PLAN
<br />LAZ
<br />9 -30 -99
<br />REV.
<br />DESCR
<br />BY
<br />DATE
<br />FOR
<br />APPROVAL:
<br />TO SHOP:
<br />TO FIELD:
<br />R &
<br />R APPROVAL
<br />1 AS BUILT:
<br />fR (813) 782
<br />—0825 Fax (813) 788 -6773
<br />773 Ryman Construction Inc.
<br />Certified Building Contractor
<br />37325 S.R. 54 W.
<br />Zephyrhills, A. 33541
<br />Cert. #CB CO35134 KEVIN L. RYMAN
<br />t. `, "A � t ( r 2 N C ' Eit t'.A
<br />2225 East Edgewood Drive, Suite 5
<br />Lakeland, I'loiota 33403
<br />r
<br />(863) 666 -3727 Fux 863) 666 -5747
<br />JOB NAME: DRAWN BY: LAZ CHECKED BY: JAC
<br />CHARL TTE
<br />SCALE: 1 /4" = 1' -0O DATE: 7/13/99
<br />_JOB NUMBER SHEET
<br />DESCRIPTION: FOUNDATION & DETAILS (;A28 ;j 2 OF 2 Q
<br />.�I
<br />WALL LOCATION REVISED
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<br />CID
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<br />l,i— C ,j
<br />4' 2"
<br />FLOOR SLAB OF PLANT MIX
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<br />COLUMN FOOTER
<br />—1 SEE DETAIL
<br />I COLUMN
<br />FOOTER
<br />SEE DETAIL
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<br />2225 East Edgewood Drive, Suite 5
<br />Lakeland, I'loiota 33403
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<br />(863) 666 -3727 Fux 863) 666 -5747
<br />JOB NAME: DRAWN BY: LAZ CHECKED BY: JAC
<br />CHARL TTE
<br />SCALE: 1 /4" = 1' -0O DATE: 7/13/99
<br />_JOB NUMBER SHEET
<br />DESCRIPTION: FOUNDATION & DETAILS (;A28 ;j 2 OF 2 Q
<br />.�I
<br />WALL LOCATION REVISED
<br />'fl,
<br />I
<br />CID
<br />M
<br />l,i— C ,j
<br />4' 2"
<br />FLOOR SLAB OF PLANT MIX
<br />
|