13-905-005„
5 r�
2-- NU -VUE INDUSTRIES NVTH -20 2 LAYERS OF 30# RAPER TINCARED "
6"
W /8- 10dxL5 FASTENERS EACH STRAP - @ 8" FIELD AND 6" EDGES, G.A.F. PREFABRICATED WOOD TRUSS
ALLOWABLE LOADS: 1329 Ibs ROYAL SOVEREIGN ASPHALT PREFAB 2
NOA: 12- 0130.33 SHINGLES INSTALL WITH 6 NAILS EACH @ 24" O.C. & 4/12 3'6" 5 "1�
NAKED 4_z' COMPLY. WITH THE FOLLOWING:
5/8" CDX PLYWOOD i
W /8d RING, SHANK NAILS 5" BUILDINGS(S) SHALL HAVE PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST
0 4 O,C. • FIELD y l'�„ 1
AND 6 � EDGES R -19 INSULATION " SUBTERRANEAN TERMITES IN ACCORDANCE WITH THE RULES AND LAWS
��� C 12 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
.
„ ''�"' �,► 3 SERVICES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING
METAL DRIP 4
3%3"0613 �— ID S1 DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY PERFORMING THE
NAILER @4" O.C. -1 �: =,.� TREATMENT.
• \ _ . TDB
• 4„ k -1 w�
• — b / �! 6 EXISTING CBS WALL
TO
NOTE:
5/8" DRYWALL TERMITE TREATED REPORT
1 "X2" P.T. WOOD 1 HOUR FIRE RETARDED ` �� NEW CBS WALL SHALL BE SUMITTED AFTER
SECOND FIRE STOP 1 "X4" P.T, WOOD TD
TO or
COMPACTION IS COMPLETED
CONT. IF NECESARY. 4
..X6° WOOD FACIA. 19
-2 _ 0 „
COMPACTION TEST REPORT
1
1/2” PLYWOOD W /STUCCO FINISH ti -10 TD\ SHALL BE SUMITTED BEFORE
2 "X4" WOOD STARTING CONSTRUCTION WORKS
SUB- -FACIA NAILER
8 "X8" CONCRETE "U" BLOCK BOND BEAM (68)
SCREEN VENT. (TYP) W 1 5 REIAR CONT, 4" CONC. SLAB REINFORCED (3000 P.S.I)
4 "X24" @ 48" Q.C. W/ 6" x 6" - #10 W.W.M. APPROVED
ATTIC VENTS MUST BE COVERED ` AND 6 MIL VAPOR BARRIER AND CLEAN
OF
WITH SCREENING. OPENINGS IN THE SCREEN 1ST. FIRE STOP 1 "X4" P.T. WOOD CONT. COMPACTED TO A MINIMUM OF 95 7.
MAY NOT EXCEED 1 8 INCH + TD MAXIMUM DRY DENSITY FOR ALL LAYERS.
/ AT 7' HIGH TO COMPLY WITH FIRE STOP 1<'ti„ TERMITE TREATED FILL (TYP, THROUGHOUT)
NOT TO BE HIGHER THAN 8' HIGH 1
FFE -10.02 FT NGVD Sl
1/2" DRYWALL OVER 1"x2" P.T. k'
FURRING 0 16" O.C. TD ` NEW CBS WALL
9 `0" 20 r0 , 61 - SC
R4.1 WALL INSULATION STD _
NEW CBS WALL
TD
IL woo -Ala,
i
TERMITE PROTECTION: _j
3/4 LIGHT STUCCO 3 X8 X16 CONC. BLOCK TD
MIN. ATTIC VENTILATION AREA REQUIRED:
543 x 1/150 = 3.62 SQF FFE -10.02 FT NGVD
I•— „
AREA OF EACH ATTIC VENT = 0.58'x1' = 0.58 SQF 1#5 REIAR W/36" SPLICE 4 �� ` %-- I / T11�
@EVERY TIE DOWN C1 C3 ;. y EXISTING RESIDENCE
NUMBERS OF VENTS REQUIRED = 3.62/0.58 =7 VENTS. 6'b„
HORIZONTAL JOINT CONCRETE RAMP
LINEAR FEET OF OVERHANG = 278.75' /7 VENTS = 40 FEET REINFORCEMENT No 9 LADDER TYPE
14
0 EVERY SECOND COURSE
PROIADE •1 • T "_ II"
WD. BASE do SHOE MOLDING' X
MIN. S -0"
SPLICE #4 x 60" LG @ 24" O.C. REINF
TOP OF FINISH FLOOR 6 x 6 x 10110 W.W.F. 1"
FINISH GRADE 3, 11!
4 ` `�'Q ' n EXISTING CBS WALL
4" 4 " CONC. SLAB REINFORCED (3000 P.S.I)
W/ 6" x 6" - f10 W.W.M. APPROVED
j�j /� // /� /jam /j� / /� /j� //
/ \, \ AND 6 MIL VAPOR BARRIER AND CLEAN
-�6 MIL VAPOR BARRIER ` k ~ COMPACTED TO A MINIMUM OF 95 7 OF
MAXIMUM DRY DENSITY FOR ALL LAYERS.
4" CONCRETE SLAT W/ 6 "X6 10 /10 WIRE MESH �� 0 MC TERMITE TREATED FILL (TYP. THROUGHOUT)
/:OVER WELL COM- PACTED CLEAN FILL
COMPACTED TO A MINIMUM OF 95 % OF i
16 "x16" CONCRETE MONOLITHIC / \� / \ \ /\ \' � \�`MAXIMUM DRY DENSITY FOR ALL LAYERS. -_,� ��
FOOTING W/2#5 CONTINOUS FFE =10.02 FT NGVD
1 -4' TERMITE TREATED FILL (TYP. THROUGHOUT) �\
�:��, 11
AND 1#5 TRANSVERSAL
@ 48 O.C. ALL CONIC. DOWELS 1
W/36" SPLICE m REBARS
WALL SECTION
�\\\ � � � -\�
TYP. 5C: 3/4 " =1' 5 �0„ 4 M C
Fj—
Mc
S1 �,
#5 DOWELS 0 36" O.C. �\� J J � � „ 1 X � � /
6" MIN. EMBED.1 `k r
MC
W/ EPDXY SYSTEM. �(
\ _ �
woo
NEW CONC. SLAB 1 ��" " .''� —9 �0"
EXIS7� CONC. SLAB \ �' _ ��
. • : , .: . ,...� •. � � C MC � � � — r � �- WCs CONC. SLAB ;�101 W.W.M. APPROVED
D. /
d' —I 4 _0 AND 6 MIL VAPOR BARRIER AND CLEAN
\�� \ % \� % \ % / \ \ \ % \ \i \ \j j\ \ \j \ \ \j\ \%\ \jam \j\ \ \j\ \ii��• � \ i! 9 ' � COMPACTED TO A MINIMUM OF 95 7. OF
MAXIMUM DRY DENSITY FOR ALL LAYERS.
BARRIER F1 TERMITE TREATED FILL (TYP. THROUGHOUT)
6 MIL VAPOR --
4 _p
FFF =10,02 FT NGVD
SLAB CONNECTION
DETAIL /
SCL: NTS
GUNNECTIUN SC: "TS I IY ".
#5 VERTICAL
#3 TIES #5 BARS
a" #3 TIES
a a„
TIE DOWN #s BARS #3 TIES
(TD) SC C1
�1 -4
I" a #5 BARS
8
1 -5 „ �•!'
tilEs g3 TIES
C3
C2
TYR COLUMNS 4
SECTION DETAIL SC: 3%”
MONSOON-
15
_1
FOUNDATION SCHEDULE.
WF -16 16"x16" CONIC. MONOLITHIC CONT. FOOTING
W/2 #5 HRZ AND 1#5 TRANS. 048 "O.C.
F1 48 "x48 "x16" ISOLATED CONC. FOOTING
W/5 #5 BARS TOP & BOTTOM EACH WAY.
COLUMN SCHEDULE
8 "02" CONCRETE COLUMN W/ 4 #5 VERT,
Li r-
GARS & #3 TIES @ E" O.C.
C)
8 "x16" CONCRETE COLUMN W/ 6#'5 ,VERT.
COMPLY WITH ASCE 7 -10
BARS do #3 TIES 0 8" O.C.
C2
5 "x16 "x17" CONCRETE COLUMN W/ 8#5 VERT,
•
Y •f
BARS & #3 TIES @ f O.C.
C3
8 "x8" CONCRETE COLUMN W/ 2#5 VERT.
.-
Z
PARS
MC
4 "x4 "x1/4" STEEL COLUMN.
•
WITH NON - CORROSIVE FINISH
TD
CELL BLOCK FILLED W/ CONC,
•V•
AND 1#5 VERT. REINF. @ 48" O.C. MAX.
iENERAL & STRUCTURAL NOTES
e. • • o u v • • • • Y
f •• irr i Y Y *Woo
t+ U
ADDITIONAL NOTES,
CONCRETE NOTE:
ALL CONCRETE TO ATTAIN MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. AGGREGATES TO BE CLEAN
AND WELL GRADED, MAXIMUM SIZE 1" CONCRETE SLUMP 3" MIN. TO 5" MAX. SLABS ON GRADE TO BE 2500 PSF IN
28 DAYS.
CONCRETE COVER AS FOLLOWS: BOTTOM TOP SIDES
GRADE BEAM /FOOTING .................... 3" 2" 2"
REAMS ............... ............................... 1 ,. 1 CIF I ,h•
COLUMNS........... ...............................
SLABS................ ............................... 1
REINFORCING STEEL:
TO BE NEW HIGH STRENGTH BILLET STEEL DEFORMED AS PER ASTM A -305 AND CONFORMING TO AST
A -615, GRADE 60. LAP CONTINUOUS BAR 30 DIAMETERS, HOOK DISCONTINUOUS END OF ALL TOP BARS.
CONCRETE BLOCK WALLS:
AS SHOWN IN STRUCTURAL DRAWINGS TO BE ERECTED BEFORE PLACING CONCRETE IN ADJACENT REAMS AND
COLUMNS. PROVIDE HORIZONTAL JOINT REINFORCING EVERY 2ND COURSE (16" VERTICAL) FOR ALL EXTERIOR
WALLS. USE STANDARD No. 8 TRUSS TYPE MASONRY REINFORCING AND EXTEND 4" INTO TIE COLUMNS OR
INTO STRUCTURAL COLUMNS WITH APPROVED METHODS; AND USE No. 8 LADDER TYPE REINFORCING FOR
REINFORCED MASONRY CONSTRUCTION. MORTAR TYPE USED BOND UNIT MASONRY SHALL BE TYPE "M" OR
"S AND SHALL COMPLY WITH EITHER THE PROPERTY SPECIFICATIONS OF THE STANDARDS SET FORTH IN
SECTION 2103.7 OF F.B.C. 2004
FRAMING:
DESIGN LIVE LOAD -30 PSF; DEAD LOAD 15 PSF (TOP) AND 10 PSF (BOTTOM). PLYWOOD SHEATHING SHALL
RE OF 5/8 MIN. THICKNESS AND SHALL BE NAILED TO SUPPORTS WITH AD COMMON NAILS AND FOR lh"
ETC. NAILS SPACING SHALL BE 4" O/C AT PANEL EDGES AND /OR INTERMEDIATE SUPPORT, BASED ON
SUPPORT SPACING OF 24" 0 /C. NAIL SPACING SHALL BE 4" O/C AT GABLE ENDS, PERMANENT BRACING TO
BE 2" X 4" WD. MEMBERS NAILED TO THE UPPER SIDE OF THE LOWER CHORD AT PANEL SPACED 0 10 " -0"
0/C AT WOOD TRUSSES.
SLABS ON FILL:
FILL AND BACK FILL TO RE COMPACTED TO 95 % OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE AS
DETERMINED BY THE STANDARD PROCTOR TEST. COMPACTING LAYERS NOT TO EXCEED 8" SLABS ON FILL TO
BE PLACED A CHECKERBOARD PATTERN WITH POURS LIMITED TO 600 S.F. OR 25 FT. IN ANY DIRECTION. WIT
24 FIRS, BETWEEN POURS.
ALL WOOD: ALL WOOD MEMBERS: YELLOW PINE No. 2 SOUTHERN PINE. WOOD IN CONTACT WITH MASONRY
SHALL NE TREATED.
BEAM SCHEDULE
I.B. 8 "x8" CONC. "U" BLOCK W /1#5 HORZ
AND FILLED WITH CONCRETE "BOND BEAM"
M.B. 3"x6 "x1/4" STEEL BEAM W/ NON - CORROSIVE
FINISH,
SOIL STATEMENT (BEARING
PRESSURE:
BY VISUAL INSPECTION: I HAVE MADE A SITE
VISIT TO THE RIGHT CAPTIONED ADDRESS AND
HAVE FOUND THE SOIL TO BE UNDISTURBED ROCK
AND SAND CAPABLE OF WITHSTANDING A DESIGN
LOAD OF 2000 PSF. A SIGNED AND SEALED
LETTER WILL BE PROVIDED TO THE BUILDING
OFFICIAL STATING THAT SOIL BEARING CONDITIONS
ARE AS ASSUMED.
LOADS
NCURRENT CODE IS 2010 FLORIDA BUILDING CODE.
DESIGN WIND LOADS SHALL
COMPLY WITH ASCE 7 -10.
RISK CATEGORY II
SPEED WIND: 175 mph
EXPOSURE: C
Kd: 0,85
INTERNAL PRESSURE COEFFICIENTS Gcpi:
max.. 0.18
min.: -0.18
LIVE L. = 30 P.S.F.
DEAD L = 25 P.S.F.
t. FOUNDATION PLAN
SCL: 1/413-1p
2 #5 CONT. 4 %4 %1/4 "STEEL COLUMN NEW 4" CONCRETE SLAB W/ 6 "X6" 10/10 WIRE ;
REINF. MESH OVER WELL COM- PACTED CLEAN FILL
W /NONCORROSIVE FINISH
NEW 16 "x16" MOAX MUM�DDRYO DENSITY IMF R OF
ALL 95% LAYERS
WALL, FOOTING 11 "x11 "x1/2" STEEL TERMITE TREATED FILL (TYP. THROUGHOUT)
BOTTOM PLATE
V •, NEW 48"x48 "x16" CONCRETE FOOTING
WITH 5 -$5 BARS TOP & BOTTOM
EACH WAY TOP OF FINISH FLOOR 6 x 6 x 10/10 W.W.F. i
FINISH GRADE
\ //\
30" SPLICE min.\ \ \ % \ \% / \ \ / \ \ / \ \ / \� 6 MIL VAPOR BARRIER
ADD 2 #5 �� \
X60" BEND / . \\
4 -5/8" EXP. BOLTS
WF -16 FOOTING
4' -0"
CORNER REINFORCING
SC: NTS COLUMN SECTION 6
DETAIL FOR ALL FOUNDATION TYP. TYP; SC: 3/4"=l'
Sc mill
1
Li r-
CURRENT CODE IS 2010 FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL
' • • •
Y
�r �<
COMPLY WITH ASCE 7 -10
Ul-
GENERAL:
COORDINATE STRUCTURAL DRAWINGS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS, VERIFY : • • •
•
Y •f
�'
ALL DIMENSIONS, LOCATE DEPRESSED SLABS SLOPES DRAINS: OUTLETS, RECESSES BOLT SETTING SLEEVES,
.-
Z
INSERTS, ETC. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED NY MECHANICAL, ELECTRICAL AND
v Y
Y
•
• i
v
uU U
•V•
•
ADDITIONAL NOTES,
CONCRETE NOTE:
ALL CONCRETE TO ATTAIN MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. AGGREGATES TO BE CLEAN
AND WELL GRADED, MAXIMUM SIZE 1" CONCRETE SLUMP 3" MIN. TO 5" MAX. SLABS ON GRADE TO BE 2500 PSF IN
28 DAYS.
CONCRETE COVER AS FOLLOWS: BOTTOM TOP SIDES
GRADE BEAM /FOOTING .................... 3" 2" 2"
REAMS ............... ............................... 1 ,. 1 CIF I ,h•
COLUMNS........... ...............................
SLABS................ ............................... 1
REINFORCING STEEL:
TO BE NEW HIGH STRENGTH BILLET STEEL DEFORMED AS PER ASTM A -305 AND CONFORMING TO AST
A -615, GRADE 60. LAP CONTINUOUS BAR 30 DIAMETERS, HOOK DISCONTINUOUS END OF ALL TOP BARS.
CONCRETE BLOCK WALLS:
AS SHOWN IN STRUCTURAL DRAWINGS TO BE ERECTED BEFORE PLACING CONCRETE IN ADJACENT REAMS AND
COLUMNS. PROVIDE HORIZONTAL JOINT REINFORCING EVERY 2ND COURSE (16" VERTICAL) FOR ALL EXTERIOR
WALLS. USE STANDARD No. 8 TRUSS TYPE MASONRY REINFORCING AND EXTEND 4" INTO TIE COLUMNS OR
INTO STRUCTURAL COLUMNS WITH APPROVED METHODS; AND USE No. 8 LADDER TYPE REINFORCING FOR
REINFORCED MASONRY CONSTRUCTION. MORTAR TYPE USED BOND UNIT MASONRY SHALL BE TYPE "M" OR
"S AND SHALL COMPLY WITH EITHER THE PROPERTY SPECIFICATIONS OF THE STANDARDS SET FORTH IN
SECTION 2103.7 OF F.B.C. 2004
FRAMING:
DESIGN LIVE LOAD -30 PSF; DEAD LOAD 15 PSF (TOP) AND 10 PSF (BOTTOM). PLYWOOD SHEATHING SHALL
RE OF 5/8 MIN. THICKNESS AND SHALL BE NAILED TO SUPPORTS WITH AD COMMON NAILS AND FOR lh"
ETC. NAILS SPACING SHALL BE 4" O/C AT PANEL EDGES AND /OR INTERMEDIATE SUPPORT, BASED ON
SUPPORT SPACING OF 24" 0 /C. NAIL SPACING SHALL BE 4" O/C AT GABLE ENDS, PERMANENT BRACING TO
BE 2" X 4" WD. MEMBERS NAILED TO THE UPPER SIDE OF THE LOWER CHORD AT PANEL SPACED 0 10 " -0"
0/C AT WOOD TRUSSES.
SLABS ON FILL:
FILL AND BACK FILL TO RE COMPACTED TO 95 % OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE AS
DETERMINED BY THE STANDARD PROCTOR TEST. COMPACTING LAYERS NOT TO EXCEED 8" SLABS ON FILL TO
BE PLACED A CHECKERBOARD PATTERN WITH POURS LIMITED TO 600 S.F. OR 25 FT. IN ANY DIRECTION. WIT
24 FIRS, BETWEEN POURS.
ALL WOOD: ALL WOOD MEMBERS: YELLOW PINE No. 2 SOUTHERN PINE. WOOD IN CONTACT WITH MASONRY
SHALL NE TREATED.
BEAM SCHEDULE
I.B. 8 "x8" CONC. "U" BLOCK W /1#5 HORZ
AND FILLED WITH CONCRETE "BOND BEAM"
M.B. 3"x6 "x1/4" STEEL BEAM W/ NON - CORROSIVE
FINISH,
SOIL STATEMENT (BEARING
PRESSURE:
BY VISUAL INSPECTION: I HAVE MADE A SITE
VISIT TO THE RIGHT CAPTIONED ADDRESS AND
HAVE FOUND THE SOIL TO BE UNDISTURBED ROCK
AND SAND CAPABLE OF WITHSTANDING A DESIGN
LOAD OF 2000 PSF. A SIGNED AND SEALED
LETTER WILL BE PROVIDED TO THE BUILDING
OFFICIAL STATING THAT SOIL BEARING CONDITIONS
ARE AS ASSUMED.
LOADS
NCURRENT CODE IS 2010 FLORIDA BUILDING CODE.
DESIGN WIND LOADS SHALL
COMPLY WITH ASCE 7 -10.
RISK CATEGORY II
SPEED WIND: 175 mph
EXPOSURE: C
Kd: 0,85
INTERNAL PRESSURE COEFFICIENTS Gcpi:
max.. 0.18
min.: -0.18
LIVE L. = 30 P.S.F.
DEAD L = 25 P.S.F.
t. FOUNDATION PLAN
SCL: 1/413-1p
2 #5 CONT. 4 %4 %1/4 "STEEL COLUMN NEW 4" CONCRETE SLAB W/ 6 "X6" 10/10 WIRE ;
REINF. MESH OVER WELL COM- PACTED CLEAN FILL
W /NONCORROSIVE FINISH
NEW 16 "x16" MOAX MUM�DDRYO DENSITY IMF R OF
ALL 95% LAYERS
WALL, FOOTING 11 "x11 "x1/2" STEEL TERMITE TREATED FILL (TYP. THROUGHOUT)
BOTTOM PLATE
V •, NEW 48"x48 "x16" CONCRETE FOOTING
WITH 5 -$5 BARS TOP & BOTTOM
EACH WAY TOP OF FINISH FLOOR 6 x 6 x 10/10 W.W.F. i
FINISH GRADE
\ //\
30" SPLICE min.\ \ \ % \ \% / \ \ / \ \ / \ \ / \� 6 MIL VAPOR BARRIER
ADD 2 #5 �� \
X60" BEND / . \\
4 -5/8" EXP. BOLTS
WF -16 FOOTING
4' -0"
CORNER REINFORCING
SC: NTS COLUMN SECTION 6
DETAIL FOR ALL FOUNDATION TYP. TYP; SC: 3/4"=l'
Sc mill
1
Li r-
CURRENT CODE IS 2010 FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL
' • • •
Y
�r �<
COMPLY WITH ASCE 7 -10
Ul-
GENERAL:
COORDINATE STRUCTURAL DRAWINGS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS, VERIFY : • • •
•
Y •f
�'
ALL DIMENSIONS, LOCATE DEPRESSED SLABS SLOPES DRAINS: OUTLETS, RECESSES BOLT SETTING SLEEVES,
.-
Z
INSERTS, ETC. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED NY MECHANICAL, ELECTRICAL AND
0
PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH
W Cn
STRUCTURAL WORK AFFECTED ANY DISCREPANCIES NOTIFY ARCHITECT OR ENGINEER, SHALL COMPLY WITH
THE LATEST REQUIRFkAFNT¢ AND Al I I OCAL CODES GOVERNING THE INSTALLATION: SEE PLANS FOR
C
CL r, d
ADDITIONAL NOTES,
CONCRETE NOTE:
ALL CONCRETE TO ATTAIN MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. AGGREGATES TO BE CLEAN
AND WELL GRADED, MAXIMUM SIZE 1" CONCRETE SLUMP 3" MIN. TO 5" MAX. SLABS ON GRADE TO BE 2500 PSF IN
28 DAYS.
CONCRETE COVER AS FOLLOWS: BOTTOM TOP SIDES
GRADE BEAM /FOOTING .................... 3" 2" 2"
REAMS ............... ............................... 1 ,. 1 CIF I ,h•
COLUMNS........... ...............................
SLABS................ ............................... 1
REINFORCING STEEL:
TO BE NEW HIGH STRENGTH BILLET STEEL DEFORMED AS PER ASTM A -305 AND CONFORMING TO AST
A -615, GRADE 60. LAP CONTINUOUS BAR 30 DIAMETERS, HOOK DISCONTINUOUS END OF ALL TOP BARS.
CONCRETE BLOCK WALLS:
AS SHOWN IN STRUCTURAL DRAWINGS TO BE ERECTED BEFORE PLACING CONCRETE IN ADJACENT REAMS AND
COLUMNS. PROVIDE HORIZONTAL JOINT REINFORCING EVERY 2ND COURSE (16" VERTICAL) FOR ALL EXTERIOR
WALLS. USE STANDARD No. 8 TRUSS TYPE MASONRY REINFORCING AND EXTEND 4" INTO TIE COLUMNS OR
INTO STRUCTURAL COLUMNS WITH APPROVED METHODS; AND USE No. 8 LADDER TYPE REINFORCING FOR
REINFORCED MASONRY CONSTRUCTION. MORTAR TYPE USED BOND UNIT MASONRY SHALL BE TYPE "M" OR
"S AND SHALL COMPLY WITH EITHER THE PROPERTY SPECIFICATIONS OF THE STANDARDS SET FORTH IN
SECTION 2103.7 OF F.B.C. 2004
FRAMING:
DESIGN LIVE LOAD -30 PSF; DEAD LOAD 15 PSF (TOP) AND 10 PSF (BOTTOM). PLYWOOD SHEATHING SHALL
RE OF 5/8 MIN. THICKNESS AND SHALL BE NAILED TO SUPPORTS WITH AD COMMON NAILS AND FOR lh"
ETC. NAILS SPACING SHALL BE 4" O/C AT PANEL EDGES AND /OR INTERMEDIATE SUPPORT, BASED ON
SUPPORT SPACING OF 24" 0 /C. NAIL SPACING SHALL BE 4" O/C AT GABLE ENDS, PERMANENT BRACING TO
BE 2" X 4" WD. MEMBERS NAILED TO THE UPPER SIDE OF THE LOWER CHORD AT PANEL SPACED 0 10 " -0"
0/C AT WOOD TRUSSES.
SLABS ON FILL:
FILL AND BACK FILL TO RE COMPACTED TO 95 % OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE AS
DETERMINED BY THE STANDARD PROCTOR TEST. COMPACTING LAYERS NOT TO EXCEED 8" SLABS ON FILL TO
BE PLACED A CHECKERBOARD PATTERN WITH POURS LIMITED TO 600 S.F. OR 25 FT. IN ANY DIRECTION. WIT
24 FIRS, BETWEEN POURS.
ALL WOOD: ALL WOOD MEMBERS: YELLOW PINE No. 2 SOUTHERN PINE. WOOD IN CONTACT WITH MASONRY
SHALL NE TREATED.
BEAM SCHEDULE
I.B. 8 "x8" CONC. "U" BLOCK W /1#5 HORZ
AND FILLED WITH CONCRETE "BOND BEAM"
M.B. 3"x6 "x1/4" STEEL BEAM W/ NON - CORROSIVE
FINISH,
SOIL STATEMENT (BEARING
PRESSURE:
BY VISUAL INSPECTION: I HAVE MADE A SITE
VISIT TO THE RIGHT CAPTIONED ADDRESS AND
HAVE FOUND THE SOIL TO BE UNDISTURBED ROCK
AND SAND CAPABLE OF WITHSTANDING A DESIGN
LOAD OF 2000 PSF. A SIGNED AND SEALED
LETTER WILL BE PROVIDED TO THE BUILDING
OFFICIAL STATING THAT SOIL BEARING CONDITIONS
ARE AS ASSUMED.
LOADS
NCURRENT CODE IS 2010 FLORIDA BUILDING CODE.
DESIGN WIND LOADS SHALL
COMPLY WITH ASCE 7 -10.
RISK CATEGORY II
SPEED WIND: 175 mph
EXPOSURE: C
Kd: 0,85
INTERNAL PRESSURE COEFFICIENTS Gcpi:
max.. 0.18
min.: -0.18
LIVE L. = 30 P.S.F.
DEAD L = 25 P.S.F.
t. FOUNDATION PLAN
SCL: 1/413-1p
2 #5 CONT. 4 %4 %1/4 "STEEL COLUMN NEW 4" CONCRETE SLAB W/ 6 "X6" 10/10 WIRE ;
REINF. MESH OVER WELL COM- PACTED CLEAN FILL
W /NONCORROSIVE FINISH
NEW 16 "x16" MOAX MUM�DDRYO DENSITY IMF R OF
ALL 95% LAYERS
WALL, FOOTING 11 "x11 "x1/2" STEEL TERMITE TREATED FILL (TYP. THROUGHOUT)
BOTTOM PLATE
V •, NEW 48"x48 "x16" CONCRETE FOOTING
WITH 5 -$5 BARS TOP & BOTTOM
EACH WAY TOP OF FINISH FLOOR 6 x 6 x 10/10 W.W.F. i
FINISH GRADE
\ //\
30" SPLICE min.\ \ \ % \ \% / \ \ / \ \ / \ \ / \� 6 MIL VAPOR BARRIER
ADD 2 #5 �� \
X60" BEND / . \\
4 -5/8" EXP. BOLTS
WF -16 FOOTING
4' -0"
CORNER REINFORCING
SC: NTS COLUMN SECTION 6
DETAIL FOR ALL FOUNDATION TYP. TYP; SC: 3/4"=l'
Sc mill
1