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REVIEW DATE O`)E
CITY OF ZEPHYRHILLS e
PLAN EXAMINER
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aEWVAILING CODES
Q FLORIDA BUILDING CODE, m (L
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NATIONAL ELECTRIC CODE, AND 0 0 O U
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ELECTRICAL PLAN
1/4" 1'-O"
CONCRETE BLOCK
TO ROOF TRUSS DETAIL.
IMPSON H10
I/ 8 - Oct TO TRUSS
TO BEAM
> CELL / LINTEL
d1a W/ MIN LAP 30"
00 PSI GONG
I
ELECTRIC SYMBOLS
Q WALL MTD. RECEPTACLE
CEILING FAN
� 220V RECEPTACLE
�- INCAD. LITE FIXTURE
� SMOKE DETECTOR
® RECESSED INCAD. "HI HAT"
A/C SYSTEM
® EXHAUST FAN CONDENSING UNIT
WALL MTD. SWITCH 0 0� VANITY LIGHT
NOTE: CARBOM MONOXIDE ALARMS ARE REQUIRED
WITHIN 10' OF ALL SLEEPING ROOMS.
42'-O"
METER SOCKET
Fo
200 AMP SINGLE PHASE
BREAKER PANEL NEMA 1
30 CIRCUIT
0 0
1 1/2" RIGID NIPPLE WITH
2 01 AND 1 03 CU TWW
04 CU TO GOLD CONDUCTOR
WATER PIPE t
DRIVEN GROUND BY POWER COMPANY
ROD.
ELECTRICAL RISER DIAGRAM
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25'-5" 5'-O" 11,41
4°X4"
P.T. POST'S Q
4" CONCRETE
414" "1 ustOOP 12'-4" z
O
EGRESS TEMPERED
HOSE DRYER VENT `p
3'-0" x 4'-0" 3'-0" x 3'-0" BIB LID THRU WALL
ft
2$
10'-O" '-o" DISH ; u
REF 5 ---------, = ILE _
��
36 MIN � _ _ _ _ _ � � , SHOWER
' DRY f 3,_8" C1 4" RECESS :� 8
4ITC�-IEN o (DID w _ A
BEDROOM z
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CARPET Lj TILE - A/C COMP P D x z° Ix
4" CONC. SL B m °-
2411 B SE
O Y ,
3-4 FROM BUILDING
2'-h" 1/2" DRYWALL ON FRAME WALLS 2 $
o R-11 INSULATION IN FRAME WALLS uj
0
Q - 5/8" co DRYWALL ON CEILING -
PAINT ALL
Q x ATH 4 �0 4 '� v
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C0 4 - 220 %0
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TILE CARPET FOOTING �--
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CONCRETE / P.T. POST'S O O
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I d -O" I d -O" 221-0" u- SHEET NO.
42'-O" ..
_z A-1
FLOOR FLAN �
AREA : 1092 SQFT 1/4" 1'-o" (y_
Q O
TYPICAL 4" X 4" BOX
POST'S
SIMPSON 5C4R AT TOP
SIMPSON AB144 AT BOTTOM
ROOF PLAN
TRUSS DESIGN SUBJECT TO MANUFACTURERS
ENGINEERED DRAWINGS AND WILL TAKE PRECIDENT
1/411 -I.-OR
(WHEN SHEAR LENGTH IS LESS THAN 21-011
-
USE ELMERS OR EQUAL WOOD GLUE IN ADDITION TO NAILING)
MASONRY SHEAR WALLS BEGIN WITH A 05 VERTICAL
BAR FROM FOOTING TO TIE BEAM AND END WITH THE
SAME. FILL CORES WITH CONCRETE EQUAL TO 3,000
P.S.I. 6 28 DAYS,
SHEAR PANEL - CONSISTS OF 1/2" CDX PLYWOOD
NAILED WITH 8d COMMON NAILS ALSO GLUE WHEN
POSSIBLE 3" O.C. EDGES 4 4" O.C. FIELD, ALL OTHER
PLYWOOD BETWEEN SHEAR PANELS 15 NAILED WITH ad
STUD (TOP 4 BOTTOM),
COMMON NAILS 4" O.C. EDGES 8" O.G. FIELD. ALL
PLYWOOD EDGES (IN SHEAR PANEL AREAS)
SUPPORTED BY 2x4. SHEAR PANEL ENDS w/ (2)
SIMPSON CMST (STRAP) (OR EQUAL) NAILED TO EA.
SHEAR WALLS
NOTE: ALL MASONRY PERIMETER
WALLS ARE TO BE CONSIDERED
SHEAR WALL SEGMENTS EXCEPT
AT DOOR AND WINDOW OPENINGS
AND WALL LENGTHS LESS THAN
21-8" IN LENGTH.
1. ALL FOOTINGS SHALL BEAR IN
EXISTING VERGIN SOIL,
2, ADJUST HEIGHT OF FOUNDATION
STEMWALLS OR MONO -POUR
AS NECESSARY TO COMPLY WITH
ABOVE REQUIRMENT.
3, SEE OTHER SHEETS IN THIS SET FOR POST
ANCHOR TYPE (TYP.)
4. CONTRACTOR TO COORDINATE W/ TRUSS
MANUF. TO DETERMINED IF FOOTING WILL BE
NECESSARY TO SUPPORT ROOF/ SECOND FL.)
SIMPSON HUC412 "1/(22)
I&d NAILS TO BLOCKING
4 10-I0d TO BEAM
(2) 2X12 STP. BLOCKING
BETWEEN STUDS - HANGER
2X STUDS
(8) 16d NAILS EA. END
(2) SIMPSON SPI W/
(IO) IOd NAILS (ONE
EA. FACE • BLOCKING)
WALL "A" ISOMETRIC SIMPSON HUC412 CONNECTION 5
aTES 6" FRONT AND REAR LEDGER CONNECTOR
UALL
WITH
NAILS
!i AND
;AFTER.
FLOOR SLAB OF PLANT MIX CONCRETE
3000 P.S.I. 4" THICK WITH FIBER -MESH
REINFORCEMENT OVER TERMITE TREATED
SOIL WITH 6 MIL. POLYETHYLENE VAPOR
BARRIER OVER COMPACTED CLEAN FILL
OR
FLOOR SLAB OF PLANT MIX CONCRETE -
3000 P.S.I, 4" THICK WITH 6x6 10/10
GAUGE REINFORCING MAT. WITH MIN 1" C14
COVER TERMITE TREATED SOIL WITH -
6 MIL. POLYETHYLENE VAPOR BARRIER Q
OVER COMPACTED CLEAN FILL, m
FOUNDATION NOTE
A FOUNDATION SURVEY SHALL BE PREFORMED
AND A COPY OF THE SURVEY SHAL BE ON THE
SITE FOR THE BUILDING INSPECTORS USE, OR ALL
PROPERTY MARKERS SHALL BE EXPOSED AND A
STRING STRETCHED FROM MARKER TO MARKER TO
VERIFY REQUIRED SETBACKS.
42'-0"
251-511
51-0"
111-i"
8" X It," THICKENED EDGE
W/ (3) 9 RODS, CONT. Nk - - - - - ,
I I
41-411 '1-41' -4"® 121-41101
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MIN -
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INDICATES FILLED CELL FROM
FOOTER UP TO TIE BEAM W/
CONC, t (1) *5 ROD VERT,
ALL PLACES SHOWN
21" MIN, LAPPING
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FRONT ELEVATION
REAR ELEVATION
is
A m
RIGHT ELEVATION
LEFT ELEVATION
TYPICAL IST FLOOR
STUCCO OVER
CONC. BLOCK
(2) COATS 1/8" STUCCO PER-ASTM C526
OUTSIDE STUCCO OVER PLYWD
TAPED t SANDED
1/2" DRYWALL INSIDE
2x6 WALL:
ALL SWEARWALL'S
TYPICAL ABOVE 8'-O"
(3) COATS 5/8" STUCCO PER- ASTM C926
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MIN. 1/1611 GAP 0
BUCKSTRIP JOINT, PRECAST LINTEL OR
FILLER PIECES HEADER
BUCKSTRIP MUSTMt=\
24" OR LONG
CAULK a EA,
(TYP.
GLUE ALONG
FACE OF $U
PRIOR TO F
TO MASONRY
BUCKSTRIP:
P.T. WOOD t
?RECAST SILL
(MASONRY C
?4" MAX, TYP.
4" TYP,
USE MIN. 8) 08 x 3/4"
SCREWS LOCATED AS INDICATED
OR 3/16" x 1 3/4" TAPCON
CONCRETE FASTENERS INTO MASONRY
WINDOW ATTACHMENT DETAIL.
C
YP
ER,
JOINT
INSIDE
K
ASTENIN ;
3/411
BELOW
ON
ATTACH BUCK TO
MASONRY W)TH
1-3/8 - 1-3/4'
PNEUMATIC DRIVEN
09-.113 SHANK
T-NAILS OR 30 CUT
NAILS 12' ON CENTS
SEALANT (TYP_1
HEAD
EXTERIOR FINISH
CAULKING AROUND
WINDOW PERIMETER
INSIDE AND OUTSIDI
DRYWALL
METAL SILL
FASTENER SPACING,
SIZE OF FASTENERS,
AND GAUGING MAY
VARY WITH JOB AND
FIELD CONDITIONS
NOT TO GCIQZ
3/4"x1-1/2" P.T. BEVEL
EDGE BUCK SET IN BACK
BED OF CAULK
/ JAMB
ATTACH WINDOW TO WOOD
BUCK IN A BACK BED OF
CAULK WITH *Sxl" TYPE A
PHIL PAN HEAD ZINC
COATED SCREWS IN HOLES
PROVIDED BY WINDOW MFG
sic
9orouTYPICAL. WINDOW INSTALLATION DETAIL.
6GA-E, 1/2" - 1'-0"
PRE-ENGINEERED TRUSS O 2'-0" O.G.
25 YR. WARRANTED FIBERGLASS-
SNINGLES ON 150 FELT PAPER ON
1/2" CDX PLYWOOD (TYP.)
12
CONT. ALUM.
DRIP STRIP
1/4" ALL
SOFFIT
SEE DETAIL
CD
SEE DETAIL
cjD
CEMENTITIOUS STUCCO
FINISH
FILL SOLID —
W/ CONC,
HEADER BLOCK
Z —
Ir
GRADE —
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a =
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I, 1'-6"
R-30 BATT INSULATION
1/2" S,R, GYP. CEILING
( SIMPSON ) ANCHORS
HEA16 TYPICAL AT MASONRY WALL'S
TO TRUSSES.
8" X 8" KNOCK -OUT BLOCK
W/ 05 CONTINUOUS
8" X 8" PRECAST CONC.
LINTEL * WINDOW t
DOOR OPENINGS
WOOD OR ALUM,
WINDOW (TYP.) x
REFER PLAN FOR
TYPE t SIZE 0-
PRECAST CONC. SILL Q'
• WINDOW (TYP.)
MARBLE SILL
8" CONC. BLOCK WALL
1GYP. WALL BOARD ON
WOOD FURRING STRIPS W/
FOIL FACED STYROFOAM
BOARD
4" CONC. SLAB WITH 6x6-10/10
OR FIBER -MESH
W,W,M. REINF. t VAPOR
BARRIER
„
(3) 05 CONTINUOUS
ONE STORY BLOCK WALL SECTION / OPENING
3/4°•1111111111•1'-O"
FIBER CONC,
ELEV 100'-0"
TOP OF SLAB 4
e
1,$MIN.
CLEAN, WELL-
-71 _—_— — 1— COMPACTED TREATED
SAND FILL
3-05 BARS CONT ON
ROD CHAIRS O 4'-0" OC
20'I LAP ALL SPLICES MIN. 21"
t TIE W/ WIRE
OPTIONAL MONO FTG. ( 1" FI
SCALE
3/4" - 1'-0"
PRE-ENGINEERED TRUSS 0 2'-O" O.G. (TYP.)
25 YR. WARRANTED FIBERGLASS
SHINGLES ON 15" FELT PAPER ON
1/2" CDX PLYWOOD OR OSB (TYP.)
12
CONT. ALU
DRIP STRIP
R-30 BATT INSULATION
1/2" S.R. GYP. CEILING
1/4" ALUMINUM d°
SOFFIT ( SIMPSON ) ANCHORS
2'-0" HEAIb TYPICAL AT MASONRY WALL'S
TO TRUSSES.
a
8" x 8" KNOCK -OUT BLOCK
W/ 05 CONT.
05 VERT. IN FILL CELLS J
0-
STUCCO
FINISH d 1/2" GYP, WALLBOARD ON
WOOD FURRING STRIPS W/
FOIL FACED STYROFOAM
•5 DOWEL BOARD
TO MATCH VERT. °
REINF. W/ 25"
MIN. LAP. 8" GONG. BLOCK WALL W/
° 05 STEEL REBAR CONT,
FROM FOOTING TO TIE BEAM
W/ 6"- 90%%12? LEG
IN TIE BEAM.
N
4" CONC. SLAB WITH 6x6-10/10
Z 4"X4" INSPECTION W.W.M. REINF. t VAPOR
Z_ PORT AT EACH
FILL CELL TYPICAL-21
BARRIER
° d d
z HEADER BLOC ° d
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(L FILL SOLI IIIIII
W/ CONC. GRADE —
d -
CLEAN, POISONED
_ AND COMPACTED
z
STANDARD '30% M BEND
d d
o z = d °
E4 ° O °
M21,
1 �(3) 05 CONTINUOUS
2 ONE STORY BLOCK WALL SECTION STEMWALL
3/4"=1-0"
24" MIN. LAP
3 t 04 LAP SPLICE 03 OR •4 REINFORCING BAR
21" MIN. LAP
05 REINFORCING BAR
05 LAP SPLICE
36" MIN, LAP
06 LAP SPLICE #6 REINFORCING BAR
42" MIN. LAP
01 REINFORCING BAR
01 LAP SPLICE
loll
R 2"
•5 REINFORCING
BAR
A,G.I. STD. SO%121 BEND
REBAR LAP tBENDING DETAILS
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ATTACH BUCK TO
MASONRY W)TH
1-3/8 - 1-3/4'
PNEUMATIC DRIVEN
09-.113 SHANK
T-NAILS OR 30 CUT
NAILS 12' ON CENTS
SEALANT (TYP_1
HEAD
EXTERIOR FINISH
CAULKING AROUND
WINDOW PERIMETER
INSIDE AND OUTSIDI
DRYWALL
METAL SILL
FASTENER SPACING,
SIZE OF FASTENERS,
AND GAUGING MAY
VARY WITH JOB AND
FIELD CONDITIONS
NOT TO GCIQZ
3/4"x1-1/2" P.T. BEVEL
EDGE BUCK SET IN BACK
BED OF CAULK
/ JAMB
ATTACH WINDOW TO WOOD
BUCK IN A BACK BED OF
CAULK WITH *Sxl" TYPE A
PHIL PAN HEAD ZINC
COATED SCREWS IN HOLES
PROVIDED BY WINDOW MFG
sic
9orouTYPICAL. WINDOW INSTALLATION DETAIL.
6GA-E, 1/2" - 1'-0"
PRE-ENGINEERED TRUSS O 2'-0" O.G.
25 YR. WARRANTED FIBERGLASS-
SNINGLES ON 150 FELT PAPER ON
1/2" CDX PLYWOOD (TYP.)
12
CONT. ALUM.
DRIP STRIP
1/4" ALL
SOFFIT
SEE DETAIL
CD
SEE DETAIL
cjD
CEMENTITIOUS STUCCO
FINISH
FILL SOLID —
W/ CONC,
HEADER BLOCK
Z —
Ir
GRADE —
z di
�'
a =
cqI
4
I, 1'-6"
R-30 BATT INSULATION
1/2" S,R, GYP. CEILING
( SIMPSON ) ANCHORS
HEA16 TYPICAL AT MASONRY WALL'S
TO TRUSSES.
8" X 8" KNOCK -OUT BLOCK
W/ 05 CONTINUOUS
8" X 8" PRECAST CONC.
LINTEL * WINDOW t
DOOR OPENINGS
WOOD OR ALUM,
WINDOW (TYP.) x
REFER PLAN FOR
TYPE t SIZE 0-
PRECAST CONC. SILL Q'
• WINDOW (TYP.)
MARBLE SILL
8" CONC. BLOCK WALL
1GYP. WALL BOARD ON
WOOD FURRING STRIPS W/
FOIL FACED STYROFOAM
BOARD
4" CONC. SLAB WITH 6x6-10/10
OR FIBER -MESH
W,W,M. REINF. t VAPOR
BARRIER
„
(3) 05 CONTINUOUS
ONE STORY BLOCK WALL SECTION / OPENING
3/4°•1111111111•1'-O"
FIBER CONC,
ELEV 100'-0"
TOP OF SLAB 4
e
1,$MIN.
CLEAN, WELL-
-71 _—_— — 1— COMPACTED TREATED
SAND FILL
3-05 BARS CONT ON
ROD CHAIRS O 4'-0" OC
20'I LAP ALL SPLICES MIN. 21"
t TIE W/ WIRE
OPTIONAL MONO FTG. ( 1" FI
SCALE
3/4" - 1'-0"
PRE-ENGINEERED TRUSS 0 2'-O" O.G. (TYP.)
25 YR. WARRANTED FIBERGLASS
SHINGLES ON 15" FELT PAPER ON
1/2" CDX PLYWOOD OR OSB (TYP.)
12
CONT. ALU
DRIP STRIP
R-30 BATT INSULATION
1/2" S.R. GYP. CEILING
1/4" ALUMINUM d°
SOFFIT ( SIMPSON ) ANCHORS
2'-0" HEAIb TYPICAL AT MASONRY WALL'S
TO TRUSSES.
a
8" x 8" KNOCK -OUT BLOCK
W/ 05 CONT.
05 VERT. IN FILL CELLS J
0-
STUCCO
FINISH d 1/2" GYP, WALLBOARD ON
WOOD FURRING STRIPS W/
FOIL FACED STYROFOAM
•5 DOWEL BOARD
TO MATCH VERT. °
REINF. W/ 25"
MIN. LAP. 8" GONG. BLOCK WALL W/
° 05 STEEL REBAR CONT,
FROM FOOTING TO TIE BEAM
W/ 6"- 90%%12? LEG
IN TIE BEAM.
N
4" CONC. SLAB WITH 6x6-10/10
Z 4"X4" INSPECTION W.W.M. REINF. t VAPOR
Z_ PORT AT EACH
FILL CELL TYPICAL-21
BARRIER
° d d
z HEADER BLOC ° d
a
(L FILL SOLI IIIIII
W/ CONC. GRADE —
d -
CLEAN, POISONED
_ AND COMPACTED
z
STANDARD '30% M BEND
d d
o z = d °
E4 ° O °
M21,
1 �(3) 05 CONTINUOUS
2 ONE STORY BLOCK WALL SECTION STEMWALL
3/4"=1-0"
24" MIN. LAP
3 t 04 LAP SPLICE 03 OR •4 REINFORCING BAR
21" MIN. LAP
05 REINFORCING BAR
05 LAP SPLICE
36" MIN, LAP
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-71 _—_— — 1— COMPACTED TREATED
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3-05 BARS CONT ON
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t TIE W/ WIRE
OPTIONAL MONO FTG. ( 1" FI
SCALE
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PRE-ENGINEERED TRUSS 0 2'-O" O.G. (TYP.)
25 YR. WARRANTED FIBERGLASS
SHINGLES ON 15" FELT PAPER ON
1/2" CDX PLYWOOD OR OSB (TYP.)
12
CONT. ALU
DRIP STRIP
R-30 BATT INSULATION
1/2" S.R. GYP. CEILING
1/4" ALUMINUM d°
SOFFIT ( SIMPSON ) ANCHORS
2'-0" HEAIb TYPICAL AT MASONRY WALL'S
TO TRUSSES.
a
8" x 8" KNOCK -OUT BLOCK
W/ 05 CONT.
05 VERT. IN FILL CELLS J
0-
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FINISH d 1/2" GYP, WALLBOARD ON
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REINF. W/ 25"
MIN. LAP. 8" GONG. BLOCK WALL W/
° 05 STEEL REBAR CONT,
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1 �(3) 05 CONTINUOUS
2 ONE STORY BLOCK WALL SECTION STEMWALL
3/4"=1-0"
24" MIN. LAP
3 t 04 LAP SPLICE 03 OR •4 REINFORCING BAR
21" MIN. LAP
05 REINFORCING BAR
05 LAP SPLICE
36" MIN, LAP
06 LAP SPLICE #6 REINFORCING BAR
42" MIN. LAP
01 REINFORCING BAR
01 LAP SPLICE
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(3) 05 CONTINUOUS
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-71 _—_— — 1— COMPACTED TREATED
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25 YR. WARRANTED FIBERGLASS
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12
CONT. ALU
DRIP STRIP
R-30 BATT INSULATION
1/2" S.R. GYP. CEILING
1/4" ALUMINUM d°
SOFFIT ( SIMPSON ) ANCHORS
2'-0" HEAIb TYPICAL AT MASONRY WALL'S
TO TRUSSES.
a
8" x 8" KNOCK -OUT BLOCK
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0-
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TO MATCH VERT. °
REINF. W/ 25"
MIN. LAP. 8" GONG. BLOCK WALL W/
° 05 STEEL REBAR CONT,
FROM FOOTING TO TIE BEAM
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21" MIN. LAP
05 REINFORCING BAR
05 LAP SPLICE
36" MIN, LAP
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42" MIN. LAP
01 REINFORCING BAR
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PANEL (SHEATHING) ATTACHMENT SCHEDULE
TABLE 'A'
SHEAR CAPACITIES FOR COMMON SHEARWALL MATERIALS
NAIL SPACING SHEAR CAPACITY (plfl
MATERIAL
SHEATHING
NAIL
SIZE
EDGE INTERGROUP II GROUP III
THICKNESS
rod
6"
12"
200
160
n
"
3/8"
C-D
8d
311 411
12
PLYWOOD
8d
6"
12"
260
210
8d
4"
12"
380
310
15/32"
„
n
"
19/32"
n
n
"
if
If
it
bu
Ilu
3/8"
PARTICLE
8d
8::
12"480M
30
8d
BOARD
310
1/2
„260
490
400
10d
6"
12"
310
250
10d
4"
12"
460
370
5/8"
10d
6"
" 12
340
270
10d
4"
12"
510
410
GYPSUM
1/2 If
5d
7"
" 7
100
80
WALLBOARD
COOLER
4"
4"
125
100
NAILS SINGLE ROW 1
NAILS DOUBLE ROW2
NOTE
F5C Residential Chapter -1 and 8 tables The Panel (sheathing)
Attachment schedule and nailing schedule /
information shall meet the EBC 2010 Residential Chapters i and 8 tables.
INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE
MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE.
ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON
ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH.
TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK.
TAPCON TYPE INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN.
EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE.
INSTALL ONE TAPCON IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS
NOTED OTHERWISE ON ANCHOR CHART.
SECTION 3 - INSTALLATION:
SCREWS AND METHOD OF ATTACHMENT:
SPECIMENS 1,2,3, & 4 USED THE FOLLOWING SCREW TYPES AND NUMBERS T SECURE
THE FRAME SYSTEM INTO THE TEST BUCK
THERMA-TRU
IN -SWING SPECIMEN NO. 1 14- #8 X 2.5 IN. FLAT HEAD PHILLIPS WOOD SCREWS.
(2) FROM THE LEFT SIDE OF THE TEST SPECIMEN ON THE HEAD JAMB THE SCREW ARE LOCATED AT 6.
(6) FROM THE TOP DOWN ON THE LEFT SIDE OF THE TEST SPECIMEN THE SCREWS ARE LOCATED AT E
34.0 IN., 48.0 IN., 62.0 IN. AND 76.0 IN..
(6) FROM THE TOP DOWN ON THE RIGHT SIDE OF THE TEST SPECIMEN THE SCREWS ARE LOCATED AT
34.0 IN., 48.0 IN., 62.0 IN. AND 76.0 IN.
STATIC TEST WERE CONDUCTED IN ACCORDANCE WITH DCBCCD PA 202-94
STATIC AIR PRESSURE
DESIGN LOADS +67.0 PSF,
4'-0"
ALTERNATE NAIL SPACING
PER TABLE W AT LEFT
4' x 8' SHEET OF PLYWOOD
SHEATHING -REFER TO OTHER
NOTES AT WALL SECTION OR
OTHER DETAIL FOR THICKNESS
AND GRADE
NAIL SPACING AT INTERMEDIATE
FRAMING @ 12" O.C. MAX.
(TYP.)
'ABLES 'A' & 'B' AT LEFT
HEAR WALL DESIGN NAIL SPACING
TABLE 'B'
NAIL SPACING REQUIRED FOR SHEARWALL DESIGN -SEE TABLE'A'
6d@6"&12"
8d@6"&12"
11
8d@4"&12"
10d@6"&12"
ALTERNATE NAIL SPACING AT TOP & BTM. PANEL EDGES
6"
4"
3"
6"
4"
3"
"
1 4"
3" 11
6"
4"
3"
0
94
189
0
U PE
118
I FTC
237
PA
N/
ITY (pl
0
A0
142
285
18
37
566
23
474
710
11
355
592
28
570
855
1. PLYWOOD PANELS SHALL OVERLAP THE TOP MEMBER AND THE
BOTTOM PLATE BY 1 1/2 " AND A SINGLE ROW OF FASTENERS
SHALL BE PLACED 3/4" FROM PANEL EDGE.
2. PLYWOOD PANELS SHALL OVERLAP THE TOP MEMBER OF THE
DOUBLE TOP PLATE PLATE AND THE BOTTOM PLATE BY 1 1/2".
ROWS OF FASTENERS SHALL BE 1/2" APART WITH A MINIMUM
EDGE DISTANCE OF 1/2". EACH ROW SHALL HAVE NAILS AT
THE SPECIFIED SPACING.
F-- - -- - - - - --1
WIND LOAD TABLE
BASIC WiND SPEED:
WIND IMPORTANCE FACTOR
BUILDING EXPOSURE
WIND EXPOSURE
INT. PRESSURE COEFF.
PARTIALLY ENCLOSED
COMPONENTS 4 CLADDING
1 ROOF • 10 S.F.
20 S.F.
5o S.F.
100 S.F.
WALL o 10 S.F.
20 S.F.
DRYWALL (TYP.) i 0 S.F.
OVERHANG
STUDS 's 24" O.C.
P.T. PLATE
TYP, INTERIOR NON -BEARING WALL
3/4"-1'-0"
145 MPH
I.o
II
B
V- 0.55
42 - PSF
+ 21.0 / -68.2 PSF '
+ 25.5 / -62.8 PSF
+23.4/-%.6PSF
+ 21.9 / -50.2 PSF
+ 3S.S / -50.2 PSF
+ 38.5 / -41.5 PSF
+ 36.1 / -43.8 PSF
+ 35.4 / -41.1 PSF
95 . 3 PSF
LEDGER STRIP
SOLE PL, TO JOIST OR BLK'G-FACE NAIL
TOP OR SOLE PL. TO STUD -END NAIL
STUD TO SOLE PL.-TOE NAIL
DBL. STUDS -FACE NAIL
DBL. TOP PLATES -FACE NAIL
CONTINUOUS WD'R TWO PLACES
CONTINUOUS HD'R TO STUD -TOE NAIL
IXS SHEATHING OR LESS TO EA. BRN'G-FACE NAIL
OVER IX8 SHEATHING TO EA. BRN'G-FACE NAIL
BUILT UP CORNER STUDS
BUILT UP GIRDERS AND BM'S UP TO TRUSS MEMBERS
Ibd
16d
16d
ad
trod
trod
16d
8d
8d
ad
16d
O•I
NAILING SCHEDULE
ALL NAILS ARE d COMMON
3 + EA. JOIST
16" O.G.
2
4
24" O.C.
I6" O.C.
ifo" O.G. ALONG EA. EDGE
3
2
2
24" O.C.
32" O.G. 0 TOP AND BOTT. AND STAGGERED
2 ENDS • EA. SPLICE
w
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1/2" GYPSUM SHEATHING
11 GA. 1-1/2" GALV. -t/lro" HD.
5/8" GYPSUM SHEATHING
11 GA. 1-3/4" GALV. l/16" HD.
1/2" GYPSUM WALLBOARD
1-3/8" DRYWALL NAIL
5/8" GYPSUM WALLBOARD
1-1/2" DRYWALL NAIL
l" ON CEILING S" ON WALLS
HARD BD.. LAP SIDING -DIRECT TO STUD
ad CORROSION RESISTANT W/ MIN.
16" O.G. 0 TOP AND BOTTOM EDGES
SHANK DIA. OF .OSS" AND A MIN.
HD. DIA. OF .24"
HARD BD., LAP SIDING OVER SHEATHING
106 CORROSION RESISTANT W/ MIN,
16" O.G. 0 TOP AND BOTTOM EDGES
SHANK DIA. OF .OSS" AND A MIN.
HD. DIA. OF .24"
HARD BD.. PANEL SIDING DIRECT TO STUDS
ad CORROSION RESISTANT W/ MIN,
6" O.C. a EDGES AND 12" O.G. +
SHANK DIA. OF .092" AND A MIN,
INTERMEDIATE SUPPORTS
HD. DIA. OF .m5"
HARD BD.. PANEL SIDING OVER SHEATHING
8d CORROSION RESISTANT W/ MIN,
6" O.C. , EDGES AND 12" O.C.
SHANK DIA. OF .092" AND A MIN,
INTERMEDIATE SUPPORTS
TRUSSES
SIMPSON SP2 OR EQUAL
INSTALL PER MANUFACTURER
TYP FOR TOP OF STUDS
DOUBLE PT 2x4
TOP PLATE
SIMPSON SPI OR EQUAL
INSTALL PER MANUFACTURER
TYP FOR BOTTOM OF STUDS
PT 2x4
BOTTOM PLATE
INTERIOR BEARING FOOTER
SEE FOUNDATION PLAN
FOR FOOTER SIZE 4 REBAR
PLACEMENT
EXTERIOR NON -BEARING
WALL DETAIL
HD. DIA. OF .225"
ATTiC TRUSSES
8" BOTTOM CORD
DOUBLE CAP PLATE
SIMPSON SP2 CONNECTOR
WITH (6)-10d NAILS IN STUD
AND l60-10d NAILS IN PLAT
(OR OPTIONAL SP4)
2x4 im 16" O.C.
STUD FRAME WALL
4'-0" KNEEWALL
SIMPSON HIP WITH
(8)-6d X i/2' NAILS
INTO PLATES AND
TRUSS OR RAFTER,
OPTIONAL
SIMPSON SP4
CONNECTORS AT EXTERIOR WALLS
SCALE: NONE
FLORIDA APPROVED PRODUCTS LIST
PRODUCT CATEGORY
SUB CATEGOR`i'
MANUFACTURER
STATE OF FLORIDA
APPROVAL NUMBER
DATE SUBMITTED
ROOFING
ASPHALT SHINGLES
GAF MATERIALS CORP.
FL 10124-R9
06/21/2013
ROOFING
ASPHALT SHINGLES
OWENS CORNING
FL 10614-R8
02/04/2013
ROOFING
UNDERLAYMENTS
TAMKO ROOFING PRODUCTS
FL 1418-R4
08/16/2012
PANEL WALLS
SOFFITS
KP BUILDING PRODUCTS INC
FL 12200-R3
05/06/2012
WINDOWS
SINGLE HUNG
PGT
FL 239-RIS
12/20/2012
EXTERIOR DOOR
SLIDING
PGT
FL 251-Rig
05/28/2013
EXTERIOR DOOR
SWINGING
PGT
FL 253-R12
02/04/2013
STRUCTURAL COMPONETS
WOOD CONNECTORS ANCHORS
SIMPSON STRONG -TIE COMPANY
FL S58S-R3
06/11/2012
STRUCTURAL COMPONETS
WOOD CONNECTORS ANCHORS
SIMPSON STRONG -TIE COMPANY
FL 10001-R5
08/01/2012
STRUCTURAL COMPONETS
WOOD CONNECTORS ANCHORS
SIMPSON STRONG -TIE COMPANY
FL 10441-R3
06/11/2012
STRUCTURAL COMPONETS
WOOD CONNECTORS ANCHORS
SIMPSON STRONG -TIE COMPANY
FL 10456-R2
06/11/2012
STRUCTURAL COMPONETS
PRECAST LINTELS
CASTCRETE
FL 158-R6
06/23/2013
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02
h 3" DIAMETER MIN, i
TOP LEG BARS
1/32"RD, PLAIN BAR EACH
LEG UP TO 144" LENGTHS
3/8"RD, REBAR EACH LEG
OVER 14'-8" LENGTHS
1/32" STIRRUPS 4'-0" O.G.
LENGTHS OVER 144"
TIED OR WELDED
'A' BARS (MAIN REINF.)
SEE SCHEDULE
'B' BARS SEE SCHEDULE
PRE CAST CONCRETE
TYPICAL LINTEL SECTION
SAFE LOAD TABLE FOR CAST-CRETE
HIGH STRENGTH
PRECAST AND PRESTRESSED V LINTELS
SAFE LOAD -POUNDS PER LINEAR FOOT
LENGTH
UNFILLED
FILLED
a
4'-0" (48") PRECAST
1,815 LBS,
6,049 LBS.
b
4'-6" (54") PRECAST
1,950 LBS,
4,815 LBS.
c
5'-4" (64") PRECAST
1143 LBS,
4,615 LBS,
d
5'-10" (10") PRECAST
1515 LBS.
3144 LBS.
e
fo'-6" (18") PRECAST
1565 LBS,
3,260 LBS.
f
1'-6" (50") PRECAST
1550 LBS,
2 91 LBS.
9'4' (112") PRECAST
1025 LBS.
1141 LBS.
h
10'-6" (126") PRECAST
922 LBS.
1,333 LBS.
t
ll'-4" (136") PRECAST
800 LBS,
1019 LBS.
12'-0" (144") PRECAST
150 LBS,
9O9 LISS.
k
13'-4" (160") PRECAST
651 LBS,
1.341 LBS.
m
14'-0" (169") PRECAST
585 LBS,
9O9 LBS.
n
14'-8" 016") PRESTRESSED
563 LBS.
1,341 LBS.
o
15'-4" (184") PRESTRESSED
510 LBS,
1210 LBS.
q
1 EA
*5 BAR
CONT, FROM
POURED SOLID
FTG TO LINTEL
�-
TYPICAL C.M.U. WALL REINFORCING
j.
FILLED CELL
1/32"RD, PLAIN BAR EACH
1/32" PLAIN STIRRUPS
(POSITIONERS) 4'-0" O.C.
TIED OR WELDED
2 STRANDS, 1/16", 1 WIRE
STRESS RELIEVED 150 K34
PRE -STRESSING CABLE
'A' BARS PER SCHEDULE
PRE STRESSED CONCRETE
PRE -STRESSED
REINFORCING SCHEDULE AND LOAD CAPACITIES
LINTEL
LENGTH
CLEAR
SPAN
'A' BAR
SCHEDULE
MAX. SAFE LOAD
LINTEL ONLY
SAFE LOAD ON
COMPOSITE
ah
14'-8"
13'-4"
NONE
550
*/FT.
1,900
*/Ft.
at
15'4'
14'-0"
NONE
650
*/FT.
1,810
*/FT.
aJ
IT-4"
ib'-O"
*4RD. BARS
510
*/FT,
1,580
*/FT.
ak
19'4'
18'-O"
2 - *5RD. BARS
500
*/FT.
1,400
*/FT.
am
20'-0"
18'-8"
2 - *5RD. BARS
425
*/FT.
1,400
*/FT.
an
22'-0"
204"
2 - *5RD. BARS
390
*/FT.
1,220
*/FT.
ao
24'-0"
22'-8"
2 - *5RD. BARS
320
*/FT.
1,120
*/FT.
(1) *5 BARS IF TRUS'
"GIRDER" IS SUPPORTED
BY LINTEL GREATER
THAN 8'-0"
11'-4" (208") PRESTRESSED 381 LBS. 911 LBS. (1) *5 BARS IF TRUSS -
19'-4" (232") PRESTRESSED 289 LBS. 823 LBS. GIRDER IS SUPPORTED
BY LINTEL
REINFORCING SCHEDULE AND LOAD CAPACITIES
LINTEL
BAR
CLEAR
BOTTOM REINFORCMENT BARS
MAX. SAFE LOAD
SAFE LOAD ON
LENGTH
LENGTH
SPAN
'A' MAIN BARS 'B' BARS
LINTEL ONLY
COMPOSITE
r
2'-10"
21-8"
11-6"
2 - 1/32" NONE
1,000 + */FT,
3,000 + */FT.
31-6"
3'-4"
2'-2"
PLAIN BAR ENDS
t
41-0"
3'-10"
21-8"
HOOKED UP SOD.
4'-6"
4'-4"
3'-2"
FOR 2-1/2"
51-611
51-21
41-01'
2 - *3RD. NONE
1,000 + */FT.
2,100 + */FT.
5- 10
I'
5-811
4-611
�
1
11-O"
6'4"
2 - *4RD. NONE
800 + */FT,
2,250 + */FT,
as
8'-4"
1'-loll
1'-0"
ab
9'-4"
8'-10"
8'-O"
2 - *5RD. NONE
800 + */FT.
2,000 + */FT.
10'-6"
10--0"
9'4"
1l'-4"
10'-10"
10'-O"
2 - *5RD. 2 - *3RD.
800 */FT.
2,000 */FT.
as
12'-6"
12'-0"
ll'-2"
100 */FT.
1,800 */FT.
of
13'-4"
12'-10"
121-0"
650 */FT,
IAOO */FT.
as
14'-0"
13'-6"
12'-8"
600 */FT.
1,100 */FT,
ABOVE INFORMATION IS BASED ON CAST-CRETE (FECP CORP.) BRAND LINTELS.
BASED ON TESTS CONDUCTED BY WERTHER F. ROSCH, P.E.
PRECAST LINTELS MAY BE CAST CRETE OR OTHER BUILDING CODE APPROVED
PRECAST MANUFACTURERS.
(1) *5 REBAR CONTINUOUS
— CONC. KNOCKOUT BLOCK
— CELLS AND V LINTEL FILLED W/GONG.
(3000) PSI AT 28 DAYS)
— PRE CAST / PRE STRESSED 'U' LINTEL (SEE DETAIL)
*4 BAR ADDED THROUGH V LINTEL TO
SUPPORTS IN SPANS GREATER THAN 12'-0"
SON HD2A
S IMPSON 8101
TYPICAL >,--IOLDOWN
INSTALLATION
NTS
SPECIFICATIONS
1. BAR STEEL SHALL BE MIN, GRADE 40, DEFORMED EXCEPT SAWED JOINT -FILL JOINT
LEVEL WITH JOINT FILLER
WHERE PLAIN BARS (HOOKED FOR BOND ANCHORAGE) ARE
SPECIFICALLY PERMITTED.
2. CONCRETE IN PRE CAST MEMBERS TO BE MIN, 4000 PSI AT SYNTHETIC FIBER REINFORCING
28 DAYS. v
COMPOSITE LINTEL SECTION
(STANDARD FOR TRUSS "GIRDER" LINTELS)
MAX. UPLIFT - 10,000 Iba, CONTROL JOINT
SEE PLANS FOR
A,B, REQUIREMENTS
(OPTION)
2 S I MPSON
H4's
TYPICAL H4 OR 8101
INSTALLATION
NTS
BOND BEAM COURSE
EVERY 60" O.C. (TYP.)
HORIZONTAL STEEL
IN BOND BEAM
SCREENMUNDERBO RBW11e
TO CONFINE GROUT
VERTICAL NTEEL
INING STEEL ARE
-Y_ WITH GROUT:
DROPPINGS, AND AT LEAST
1 1/2" X 2" IN SIZE (TYP.)
PLACE MORTAR ON CROSS
WEBS ADJACENT TO CELLS
THAT WILL BE GROUTED
TO FORM DAMS
TYPICAL WALL WITH RODS PLACEMENT
N.
NOTES: CONTROL JOINTS
1LOCATE JOINS AT SUCH INTERVALS THAT THE MAXIMUM SLAB
AREA BETWEEN THESE JOINTS DOES NOT EXCEED 400 SQUARE FEET.
ANY CONTROL JOINTS LOCATED ON THE FOUNDATION PLAN ARE A MINIMUM.
2) SAWCUT JOINTS MUST BE MADE AS SOON AS POSSIBLE AFTER THE
SURFACE IS FIRM ENOUGH BUT NO LATER THAN TWELVE HOURS AFTER
PLACEMENT.
SLAB ON GRADE JOINTDETAILS
SCALE: 3/4" - 1'-0"
*5 VERTICAL WALL REINFORCING SEE WALL SECTION FOR
IN GROUTED CELLS SPECIFICATIONS IN THIS ARE
BOND BEAM A.C.I, SO STANDARD
HOOK- EMBED 6"
Fu
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MASONRY WALL
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TIMBER
- ALL FRAMING LUMBER SHALL BE #2 SPRUCE, PINE, FIR OR BETTER, U.N.O
- ALL EXTERIOR WALL AND ALL INTERIOR LOAD BEARING OVER 8'-0" IN HEIGHT
SHALL BE S.Y.P. #2 GRADE OR BETTER
- ALL INTERIOR LOAD BEARING WALLS 8'-0" OR LESS IN HEIGHT SHALL BE
SPRUCE, PINE, FIR OR BETTER.
- INTERIOR NON -LOAD BEARING WALLS SHALL BE #2 SPRUCE, PINE, FIR OR BETTER
- BLOCKING IS REQUIRED IN ALL WALLSTUDS OVER 8'-0" AT MID -HEIGHT AND
SHEATHING JOINT.
- ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE
TREATED WOOD.
EXTERIOR WINDOWS AND DOOR NOTES / 2014 FBC 5 TH EDITION 301.1.2(7)
1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE REQUIRED
TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101 /152
STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING
THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND
APPROVED PRODUCT TESTING ENTITY.
2. ALL EXTERIOR WINDOWS AND DOORS SHALL BE ANCHORED PER
PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE
THE DESIGN PRESSURE SPECIFIED.
3. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS
IS LESS THAN 1-1/2 INCHES SHALL BE ANCHORED THROUGH
JAMB INTO STRUCTURAL SUBSTRATE.
4. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS
IS 1-1/2 INCHES OR GREATER MUST HAVE THE BUCK ATTACHED
IN A MANNER THAT TRANSFERS THE LOAD DIRECTLY TO THE
STRUCTURE. WINDOWS AND DOORS SHALL BE ANCHORED THROUGH
THE JAMB INTO THE WOOD BUCK.
5. WINDOW BUCKS SHALL EXTEND BEYOND THE INTERIOR LIP OF
THE WINDOW.
6. MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO
BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE
DESIGNED LOADS TO THE ROUGH OPENING SUBSTRATE.
7. A COMPLETE DOOR AND WINDOW SCHEDULE INCLUDING MANUFACTURER
AND MODEL NUMBER HAS BEEN INCLUDED AS PART OF THE
CONSTRUCTION DRAWINGS.
8. GARAGE DOOR INSTALLATION DETAILS AND DATA INDICATING
COMPLIANCE WITH THE WIND LOAD REQUIREMENTS OF
FBC2014 5 TH EDITION HAS BEEN INCLUDED AS PART OF THE CONSTRUCTION
DRAWINGS.
FRAMING INSPECTION NOTE:
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS
MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE
REQUESTING A FRAMING INSPECTION. FBC2014 5 TH EDITION
hilm • ' D 1 • - 'A 0
1. BASIC WIND SPEED = 145 MPH
2. BUILDING CATEGORY = RESIDENTIAL
3. APPLICABLE INTERNAL PRESSURE COEFFICIENT = 1.00
4. COMPONENTS AND CLADDING = 10.5 PSF -21.5 PSF
5. WIND EXPOSURE = B
6. RISK CATEGORY II per FBC table 1604.5.
WINDOW NOTES:
ALL WINDOWS ARE TO MEET OR EXCEED DESIGN
WIND LOAD PRESSURES OF FLORIDA BUILDING CODE
2014 5 TH EDITION R301.1,2(7)
VERIFY ALL WINDOWS FIT ROUGH OPENINGS
TERMITE PROTECTION - 2014 FBC 5TH EDITION 318
SOIL CHEMICAL BARRIER METHOD TO BE USED.
1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER
AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL
BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OF
ELECTRIC PANEL.
2. CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 1'-0"
AWAY FROM BUILDING SIDE WALLS.
3. IRRIGATION/SPRINKLER SYSTEMS INCLLUDING ALL RISERS AND SPRAY HEADS
SHALL NOT BE INSTALLED WITHIN 1'-0" OF BUILDING SIDE WALLS.
4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL
COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES.
EXCEPTION: PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS THAN 5/8"
THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.
5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL
IS COMPLETE.
6. SOILD DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED
INCLUDED SPACES BOXED OR FORMED.
7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATIONS OF TRAPS,
EXT., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT
FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE
OF SOIL AFTER THE INITAL TREATMENT.
8. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST
RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT,
RETREATMENT IS REQUIRED.
9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST
BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.
10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR
GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.
11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER
CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL
DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE
RETREATED.
12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT.
13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT
BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY
WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS
RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE
FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.: .
14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED
FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES,
TUB TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.
15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED
WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-91
CONDENSATE LINES SHALL DISCHARGE
AT LEAST 1 FOOT AWAY FROM THE
STRUCTURE SIDEWALL, WHETHER BY
UNDERGROUND PIPING, TAIL
EXTENSIONS, OR SPLASH BLOCKS.
DESIGN CRITERIA
WIND SPEED (SSTD 10-97) FBC 2014 145 MPH
CONCRETE (AT 28 DAYS) fc=3,000 PSI MIN.
CONCRETE MASONRY UNITS ASTM A-615 GRADE 40
REINFORCING STEEL
MIN. LAP FOR BARS
#4 BAR = 25"
#7 BAR = 35" ASTM C-90 OR C-143
#5 BAR - 27"
STANDARD HOOK = 10" LEG
STRUCTURAL STEEL ASTM A-36
MORTAR TYPE M OR S
GROUT F'c = 3,000 PSI @ 28 DAYS
SHALL HAVE 3/8" AGGREGATE, 8" - 11" SLUMP (ASTM C-1019)
TIMBER MIN fb=1,150 PSI
SOUTHERN YELLOW PINE #2, FOR CONCRTUCTION
OR HEM -FIR #2
OR DOUGLAS -FIR #2 OR CONSTRUCTION
SOIL PRESSURE (ASSUMED) 2,000 PSF
TO BE VERIFIED PRIOR TO PLACEMENT OF
REINFORCING OR CONCRETE FOR FOUNDATION.
COVER OVER REINFORCING STEEL
FOUNDATION CONCRETE CAST IN EARTH 3" ABOVE EARTH
CONCRETE AGAINST FORMS & ALL OTHER 1-1/2"
WINDOW NOTES
INSTALLATION DETAILS FOR NON -IMPACT FLANGE, SINGLE HUNG
WINDOWS IN WIND ZONES OF 150 MPH OR LESS (PER FBC 2014 5TH EDITION)
BUCKSTRIPS MUST BE SET IN A BEAD OF SEALANT. THE EXTERIOR
JOINT BETWEEN THE BUCKSTRIP AND MASONRY MUST ALSO BE
SEALED. BUCKSTRIPS SHALL RUN THE ENTIRE LENGTH OF THE
ROUGH OPENING. A BUCKSTRIP IS NOT NECESSARY AT THE SILL
IF IT IS PRECAST. ALL GAPS MUIST BE SEALED, BUCKSTRIPS
SHOULD BE PRESSURE TREATED YELLOW PINE, SPRUCE OR
COMPARABLE LUMBER, IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE, A TAPER, OR BEVEL ON THE BUCK IS ACCEPTABLE
AT BOTH THE INTERIOR AND EXTERIOR.
IF USING 3/4" THICK WOOD BUCKSTRIPS:
INSTALLATION FASTENERS SHOULD BE A MINIMUM 3/16" X 2-3/4"
MASONRY SCREWS, INSTALLED THROUGH THE WINDOW AND
BUCKSTRIP INTO THE MASONRY. WINDOW MAY BE SHIMMED AS
NECESSARY, PROVIDED A MINIMUM SCREW EMBEDMENT OF 1-1/4"
IS MAINTAINED IN THE MASONRY. FASTENERS SHOULD BE LOCATED
A MAXIMUM OF 4" FROM EACH CORNER AND A MAXIMUM OF 18" O.C.
IT IS RECOMMENDED THAT FASTENERS NOT BE INSTALLED THROUGH
THE SILL OF THE WINDOW. THE ACTUAL SIZE OF THE BUCSTRIPS
SHOULD BE NO LESS THE 3/4" X 2-1/8".
IF USING 1-1/2" THICK OR GREATER WOOD BUCKSTRIPS.
WINDOW INSTALLATION FASTENERS SHOULD BE A MINIMUM #10 X 1-1/2"
WOOD SCREWS, INSTALLED THROUGH THE WINDOW INTO THE
BUCKSTRIP. WINDOW MAY BE SHIMMED AS NECESSARY, PROVIDED
A MINIMUM SCREW EMBEDMENT OF 1-1/4" IS MAINTAINED IN THE
BUCKSTRIP. WINDOW FASTENERS SHOULD BE LOCATED A MAXIMUM
OF 18" O.C. IT IS RECOMMENDED THAT FASTENERS NOT BE
INSTALLED THROUGH THE SILL OF THE WINDOW. THE ACTUAL
SIZE OF THE BUCKSTRIPS SHOULD BE NO LESS THAN 1-1/2" X 2-1/81'
.
BUCKSTRIPS SHOULD BE INSTALLED USING 3/16" X 2-3/4" MASONRY
SCREWS, TO MAINTAIN 1-1/4" EMBEDMENT AND BE 18" O.C.
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COMPONENT & CLADDING DESIGN PRESSURE
. (145 M..P.H. A3 SEC. GUST. MIN. 2. 1 1/2 PITCH.. EXPOSURE "B"
(PSF)
TRIBUTARY AREA ROOF
WALL
(FT2)
(GCP1= +/- .18)
(GCP1= +/- .18)
10 17.5 -58.7
(A) 30.4 -40.7
20 16.0 -53.3
(B) 29.0 -38.0
50 13.9 -46.1
(C) 27.2 -34.3
100 12.4 -40.7
(D) 25.9 -31.6
125 12.4 -40.7
(E) 25.5 -30.8
1. FOR EFFECTIVE AREA OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE
THE LOAD MAY BE INTERPOLATED. OTHERWISE, USE THE
LOAD
ASSOCIATED WITH THE LOWER EFFECTIVE AREA
2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND
AWAY FROM THE BUILDING SURFACES
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SHEET NO,
NOTES
0
A.
Second Cour se
Start second course as shown, trim 7.56 (191 mm) from end of shingle. Position shingle
in the second and subsequent courses such that the lower edge of the shingle is flush
with tops of the wide cutouts. This results in a 7.56 (191 mm) exposure. Continue with full width
shingles across the roof. Strike a chalk line ever y few courses to check parallel alignment with
eaves.
NOTE: Shingles may be laid from
either left or right hand side.
Trimmed 1
7'
6
Four th and Remaining (Cour I see
Fourth course: trim 226 (559mm) off the first shingle. Continue with full shingles.
Fifth and subsequent courses repeat steps 3-6 .
Fifth Course Full Shingle
Four th Course / \
I,
Bend H ' & Ridge shin
canto ove r H Ip or
R" —
Course
Course
4th 22'.
3rd 1 "
�� J
8 2nd 7112'
Wall Flashing (Sloped Roof to
Sheathing — Siding
5' (127mm) On.
m)
posure
Vertical Wall)
dec k, not to v a r ticd aide w ale
5
Thir d Cour se
Start at the rake edge and trim shingle 156 (381 mm). Continue with full shingles accross
the roof.
Third
Course
Factory Cut
Trimmed Edge
15" /
First Course
7
Full Shingle
Trim 15" from Third Course Shingle
Hip and Ridge Shingles
Install GAF Materials Corporation's T IMBER TEX Hip & Ridge Shingles as shown. Apply laps away
from prevailing wind direction. Follow application instructions on T IMBERTEX wrapper.
TIMBER TEX
HID & Ridge
Na 1 5 5/8" (143=nr )
from bottom and
1" (25mm)from edge
Chimne y Flashing
0%
Cap Sh'sgleDDo Not Nail.
ilnstall with Asphalt Plastic Cement
\/� Asphalt Plastic Cement
1 =Shingle
Roof Dec k
V mile y
10 Valle y ConstructionDClosed or Open
8" (203mm) a xposure
Center full width roll Valley
center line Extra fastener In
Center full width roll
W
Of weather Watch
end of shingle
No fasteners within
Watch or
Barrier
Sommer
leak Bartieer (8' (152mm)
6" (152mm) of center lure
(8' (152mm) end kaBa
In valley
end laps) in valley.
Cement 12" (305mm)
Secure the metal flashing
Extend end ((shin�gle�
bejrMd 12 430centef line
metal laps with asphalt
placing8
without puncturing 1 "to
roofing nails every 1 to 78
y Center 20�(50088mm)
n�on�sning E4 Ign�ige
pl�o curt
of iltoIp comers at
(306 - 457mm) along edge.
Do n?v�eythrough
s�ynt
In"oame��f metal in vat
va ey�s shown
Minimum 4' 10
under shingles at save
Embed shin lee in
asphalt sPiehiWc
'
cement In valley
rter strip and first
strip across
of
wide shingles.
valley 12' (305mm) minimum
between
srd
\
pertoot trn eaves
Shingles trimmed 2" (51 arm)
b�c than valey cmhter kne
Precautionar y Notes
These shingles are fiberglass, self-sealing asphalt shingles. Because of the natural characteristics
of the high quality waterproofing material used, these shingles will be stiff in cold weather and
flexible in hot weather .
1. These shingles are particularly tough, heavyweight shingles with a definitely rugged looking
appearance. They require additional effort to trim to fit on the roof. Curved blade utility
knives are more effective than straight bladed utility knives in cutting these shingles. Using
a cir cular saw equipped with carbide tipped blades is also effective.
2. Regardless of the tool used, always wear proper protective wear i.e. gloves, eye protection,
etc., follow all protection procedures and use tools carefully to prevent personal injuy when
working with these heavier products.
3. Do not drop bundles on edge or on other bundles to separate shingles. Do not load bundles
across a hip or ridge. Do not bend bundles over shoulder for caging. Premium weight may
cause cracks at sharp bend points.
4. Handle carefully . Shingles can easily be broken in cold weather or their edges damaged in hot
weather .
5. Store in a covered, ventilated areaDmaximum temperature 110iF (43iC). Store on flat
Sur face and use weight equalization boards if pallets are to be double stacked. Shingles must
be protected from weather when stored at job site. Do not store near steam pipes, radiators,
etc., or in sunlight.
6. If shingles are to be applied during PROLONGED COLD periods or in areas where airborne
dust or sand can be expected before sealing occurs, the shingles MUST be hand sealed.
See 6WInd Resistance/Hand Sealing6 instructions.
IMPOR TANT. Repair leaks promptly to avoid adverse effects, Including mold growth.
Re -Roofing
If old asphalt shingles are to remain in place, nail down or cut away all loose, curled or lifted
shingles; replace with new; and just before applying the new roofing, sweep the sur face dean of all
loose debris. Since any irregularities may show through the new shingles, be sure the underlying
shingles provide a smooth sur face. Fasteners must be long enough to penetrate the wood deck at
least 3/4" (19mm) or just through plywood. Follow above instructions for application.
Note: Shingles can be applied over wood shingles if the sur face can be made smooth enough.
This may include cutting back old shingles at eaves and rakes and installing new wood edging
strips as needed, and the use of beveled wood strips. Install #30 underlayment to maintain Class
A rating.
For more Information visit our website at www gaf.com.
C+2004 GAF Materials Corporation Grand T imberline 12 140 4
These shingles m ust be nailed
a nominal 8" (203mm) from bot-
tom of shingles Nails should not
be exposed.
APPLICATION INSTRUCTIONS
PREMIUM ARCHITECTURAL SHINGLES
— I 40" (1016m Tit) I 8" (203mm) - 9" (22 mm)
—1 25mm - 1-1/2" 38mm 14" €356mro.� — 1 —1 (25mm) - 1-1/2" (38mm) .� 25mm" 381/2" 3 r
— I ( ) ( ) 1-1/2" (38mm � — (25mm) ( $
Self Se;
Adhesia
on Bdc
Nail Gui
Standard Nailing Patten -dur nails per shingle Line
GENERAL INSTRUCTIONS
*ROOF DECKS: Wood decks must be well -seasoned, supported, and tightly -constructed with
maximum 66 (152mm) wide lumber , having adequate nail -holding capacity and a smooth Bur face.
Plywood decking as recommended by The Engineered W ood Assn. is acceptable. Where a Class A
rating is required over decks less than 15/326 thick, an underlayment is required. Do not fasten
shingles directly to insulation or insulated deck unless authorized in writing by GAF Roof decks
and existing sur facing material must be dry prior to application of shingles
# UNDERLA YMENT : Underlayment beneath shingles has many benefits, including preventing
wind driven rain from reaching the interior of the building and preventing sap in some wood deck-
ing from reacting with asphalt shingles. Undedayment is also required by many code bodies.
Where an undedayment is to be installed, use a breather -type underlayment such as GAF
Shingle -Mate underlayment.
*FASTENERS: Use of nails is recommended. Use only zinc coated steel or aluminum, 10-12
gauge, barbed, deformed or smooth shank roofing nails with heads 3/86 (10mm) to 7/166 (12mm)
in diameter . Fasteners should be long enough to penetrate at least 3/46 (19mm) into wood decks
or just through the plywood decks. Fasteners must be driven flush with the sur face of the shingle.
Over driving Will damage the shingle. Raised fasteners will inter fare with the sealing of the shin-
gles.
# WIND RESIST ANCE/HAND SEALING: These shingles have a special thermal sealant that
firmly bonds the shingles together after application when exposed to sun and warm tempera-
tures. Shingles installed in Fall or Winter may not seal until the following Spring. If shin files are dam-
aged by winds before sealing or are not exposed to adequate Sur face temperatures, or if the self -
sealant gets dirty , the shingles may never seal. Failure to seal under these cir cumstances results
fro the nature of self-sealing shingles and is not a manufacturing defect.
Underla yment: Standard Slope04/12 (333mm/m) or more
Application of undedayment: Cover deck with one layer of undedayment installed without
wrinkles. Use only enough nails to hold underlayment in place until covered by shingles.
Application of save flashing: Install save flashing such as GAF Materials Corporation W Bather
Watch or StormGuard Leak Barrier in localities where leaks may be caused by water backing
up behind ice or debris dams. Eave flashing must overhang the roof edge by 3/86 (10mm) and
extend 246 (610mm) beyond the inside wall line.
4" (102mm) F---, Dedc
12" (305mm) Weather Watch
Minimum Slope. or StormGuard
For lower slopes, see Box Ia. Leak Barrier.
30.9
(81
(9
/ \ 4mm)
Shingle-
ate ®
3/8' (10mm) Roof Overhang
undedayment.
- 2" (51mm) Side Lap
" (102mm) End Lap
Along rak
, place
Along save put undedayment
drip edge on top
on top of metal drip edge.
2 of underlayment.
Star ter Course
Apply as shown. (May use GAF Universal Starter
, per Universal Starter Instructions.)
Star t at either r a k e and
la y in either direction
Under tayment
Non -corroding
II length
Metal or ip Edge
\
us I
t, sh
For maxim um wind resistance
along r a k e s, cement shingles
Place shingle 3/8 ' (10mm)
to under la yment and each ter
o ver as v e and r a ke edges
other in a 4" (102mm) width Star
to pro vide dr Ip edge
of asphalt plastic cement - .5
Tr tm tabs off all star ter course
shingles , then place and nail
\
as sho wn, 3 'to 4 ' (76mm to
Trim 7.5'(191 mm)
102mm) from as v e
from and of
first shingle
To insure immediate sealing, apply 4 quarter -sized dabs of shingle tab adhesive on the back of
the shingle 1" (25mm) and 13" (330mm) in from each side and 1' (25mm) up from bottom of the
shingle. Press shingle finely into the adhesive. For maximum wind resistance along rakes, cement
shingles to underlayment and each other in a 4" (102mm) width of asphalt plastic roof cement.
NOTE: Excess tab adhesive can cause blistering of the shingle. The film strips on the back of
each shingle are to prevent sticking together of the shingles while in the bundle. Their removal is NOT
required during application.
# CANADIAN COLD WEA THER APPLICA TIONS: CSA 123.5-M90 mandates that shin-
gles applied between September 1 and April 30 shall be adhered with a compatible field -applied
adhesive. See Wind Resistance/Hand Sealing for the application of adhesive.
*MANSARD AND STEEP SLOPE APPLICA TIONS: For roof slopes greater than 21"
(1750mm/m) per foot (do NOT use on vertical side walls), shingle must be hand sealed.
See Wind Resistance/Hand Sealing for the application of adhesive.
*SHINGLE TAB ADHESIVE: Use asphalt plastic cement conforming to ASTM D4856 T ype
I or II.
S THR OUGH VENTILA TION: All roof structures must be provided with through ventilation to
prevent entrapment of moisture laden air behind roof sheathing. Proper ventilation is also nec-
essar y to prevent mold growth. V entilation provisions must at least meet or exceed current
F.H.A., H.U.D. or local code minimum requirements.
fl NON-CORR ODING MET AL DRIP EDGES: Recommended along rake and save edges on
all decks, especially plywood decks.
la
Underia yment: Lo w Slope 2/124112 (167mm-333mm/m)
Application of underlayment and save flashing: Completely cover the deck With two
layers of underlayment as shown. Use only enough nails to hold underlayment in place
until covered by shingles. Use blind nailing for save flashings. At eaves and where ice dams can
be expected, use one layer of GAF Materials Corporation W eather W etch or StormGuard Leak
Barrier. Eave flashing must overhang the roof edge by 3/86 (10mm) and extend 246 (610mm)
beyond the inside wall line. Where ice dams or debris dams are not expected, install 2 plies of
Shingle -Mate underlayment.
Low a"
2" to 4' r Watch
(51 mm to 102mm) o s=Guard
12' (305mm) Leak Barrier.
3$1'mm)
(914m 18"
Shin ate 17"
underlayment. \17" m La sheets arm
17") )
Rake drip edge to provide
I double coverage.
318" (10mm) Roof overhang E drip edge
3
First Course
Start and continue with full shingles laid flush with the starter course. Shingles may be
laid from left to right or right to left. DO NOT lay shingles straight up the roof since this
procedure can cause an incorrect color blend on the roof and may damage the shingles.
Underlayment Place shinga
dose togeth
don't crowd
Fisturge
first course
with whole
(191 mm) shingles
Start first course with whole
shingle placed 3/8' (10mm)
over eave and rake edges
to provide drip edge
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