12-278-016- -- - - - -- ---------------------------
WIND LOAD DESIGN FOR COMPONENT
& CLADDING BUILDING: ROOF
DESIGN CRITERIA
ASCE 7-10 Al
FLORIDA BUILDING CODE 2010
DESIGN LOADING
ROOF LOADING: DL=15+10 P.S.F. , LL= 30 P.S.F.
WIND DESIGN VELOCITY: 175 M.P.H. A
ANALYSIS TYPE: COMPONENTS CLADDING, ASCE 7-10
NET VELOCITY PRESSURE Q 46.4 P.S.F
iz I a Key_'m
Lu
3:
WALLS (PSF)
Z-4 50.7
Z-5 59.5
GRAVITY LOAD
LIVE LOAD = 30 P.S.F.
DEAD LOAD = 25 P.S.F.
TOTAL LOAD = 55 P.S.F.
ASCE 7-10
11 & r.
ASCE
7-10
CATEGORY:
C, V=175MPH, Kd=1.0
CATEGORY:
C, V -175' MPH, Kd=1.0
ZONE 2/131
- ROOF NET PRESS. =63.3 P.S.F.
ZONE
2/3 - ROOF NET PRE-SS.= 63.3 P,S.F
ZONE 1 -
PRESSURE = 4-5.5 P.S.F.
ZONE
1 - PRESSURE = 45.5 P.S.F.
GGPI =- ±
0.18 (ENCLOSED)
GGPI
= ± 0.55 (PARTIALLY ENCLOSED
WIND UPLIFT PRESSURE 1
SCHEDULE (ENCLOSED)
11 & r.
mm
A
ALL FRAMING TO BE DONE ACCORDING WITH THE LATEST EDITION OF THE FBC CHAPTER 2 1`' D
R=30 INSUL
1ALV MTL DRIP STRIP ON PT
2. ALL PLYWOOD USED STRUCTURALLY, TO BE IDENTIFIED FOR GRADE & GLUE TYPES BY ---
ISOLATE TRUSS
ECTION
FBGLS BL-IN
3. ALL PLYWOOD PERMANENTLY EXPOSED IN OUTDOOR LOCATIONS TO B E 1E X T, TYPE.
GRADE 2X8 WOOD FACIA
4. ALL LUMBER 2" THICK OR LESS SHALL CONTAIN MAX. 19 % MOISTURE AT TIME OF PERMANENT
to
FROM CONTACT W1 CONC.
INCORPORATION IN A BUILDING OR STRUCTURE AND/OR AT TIME OF TREATMENT WITH WOOD
PRESERVATIVE.
Y2" D.W. ON 1X2 HIGH HATS @ 16" O.C.
5. ALL PLUMBER SIZES REFEREED TO HEREIN, ARE NOMINAL.
6. LUMBER FOR JOISTS, RAFTERS, TRUSSES, COLUMNS, BEAMS AND/OR OTHER STRUCTURAL MEMBERS
Z
Lij
R-23 INSUL.
(2) #5 CONT.
00
............... . .....
... ...............
...... I ..... .....
.......
..........
(2) #5 CONTIN.
1 X2-
......
8. LUMBER FOR STUDS IN INT. NON BEARING WALLS SHALL BE STRESS GRADE MIN. 225 P.S.I_
MIN,
CONNECTOR SCHEDULE (NU-VUE)
MARK I TYPE FT (Lbs)ILl (Lbs) JL2 (Lbs)l FASTENER DADE COUNTY N.O.A.
NVHTA22 08-0325.02
(8) lOdXl.5"/(2)j"X5"
POWERS WEDGE-BOLT
ASPHALT SHINGLE
ON 30LB FELT ON
5/8" CDX PLYWD.
5X3 DRIP EDGE
-'"" __--`HURR. STRAP PER SCHEDULE
CARD RD BLOCKING FOR INSUL.
I
UL=1069 LBS
G L=1073 LEIS
UL=535 LEIS
GL=531 LEIS
UL -1069 LBS
GL=1073 LBS
FRAMING NOTES
mm
A
ALL FRAMING TO BE DONE ACCORDING WITH THE LATEST EDITION OF THE FBC CHAPTER 2 1`' D
R=30 INSUL
1ALV MTL DRIP STRIP ON PT
2. ALL PLYWOOD USED STRUCTURALLY, TO BE IDENTIFIED FOR GRADE & GLUE TYPES BY ---
ISOLATE TRUSS
ECTION
FBGLS BL-IN
3. ALL PLYWOOD PERMANENTLY EXPOSED IN OUTDOOR LOCATIONS TO B E 1E X T, TYPE.
GRADE 2X8 WOOD FACIA
4. ALL LUMBER 2" THICK OR LESS SHALL CONTAIN MAX. 19 % MOISTURE AT TIME OF PERMANENT
to
FROM CONTACT W1 CONC.
INCORPORATION IN A BUILDING OR STRUCTURE AND/OR AT TIME OF TREATMENT WITH WOOD
PRESERVATIVE.
Y2" D.W. ON 1X2 HIGH HATS @ 16" O.C.
5. ALL PLUMBER SIZES REFEREED TO HEREIN, ARE NOMINAL.
6. LUMBER FOR JOISTS, RAFTERS, TRUSSES, COLUMNS, BEAMS AND/OR OTHER STRUCTURAL MEMBERS
Z
Lij
R-23 INSUL.
(2) #5 CONT.
00
............... . .....
... ...............
...... I ..... .....
.......
..........
(2) #5 CONTIN.
1 X2-
......
8. LUMBER FOR STUDS IN INT. NON BEARING WALLS SHALL BE STRESS GRADE MIN. 225 P.S.I_
MIN,
cn
NOMINAL EXTREME FIBER STRESS IN BENDING (1`13).
t
C:)
r-1
9. JOISTS AND RAFTERS SHALL HAVE MIN. 4" OF BEARING, EXCEPT AS PROVIDED IN SECTION 2309
OF THE "F.B.C." 2004-
--44--3000
PSI CONC.
2X6 FASCM
REMOVE INSULATION & EXPOSE
"F.B.C." 2004.
MAX.
11, ENDS OF WOOD JOISTS ENTERING/BEARING ON MASONRY AND IN CONTACT THEREWITH, TO BE
---
<
NO. 4 BAR LINTEL REINFORCEMENT
#4 @ 12" O.C. VERT.
STUCCO ON RIB
TOP EDGE DON'T ENTER THE MASONRY MORE THAN 1" OR SHALL BE PROVIDED WITH PLATE BOXES
CONCRETE - REMOVE ALL I.C.F. WEBS
OF SELF-RELEASING TYPE OR APPROVED HANGERS.
LATH W/4x12 VENTS
L
1:3. FLOOR JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS SHALL BE DOUBLED. DB'
#5 CONT. @ 16
@ 8'-0" O.C.
REQUIRED
14
! FLOOR JOISTS SUPPORTING CONCRETE FOR BATHROOM FLOORS SHALL HAVE MAX SPACING OF 12"
OR (2) #4 @ 12" D.C.
EPS INS
H
Tl
16. PRE-FABRICATED ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE
1/2" GWB - SCREW DIRECTLY
STATE OF FLORIDA; AND SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE "F.B.C."
SPECIFICALLY SECTION 2319.17.
TO POLYETH. TIES 0 MIN. 12"
CONC.FORM SYS. STUC
Tl
T,
Z!
X,
HORIZ.
EACH WAY
W/EMBEDDED FIBERGLASS
1:8. ANCHORS SECURING WOOD TO CONCRETE SHALL BE MIN. 1" X 1/8" STEEL STRAP EMBEDDED
7r
MESH
<
"F.B.C.'%
TI E
BEAM
i 2 "::
TO EACH MEMBER WITH (3) 16d NAILS, OR SHALL BE A COMMERCIAL ANCHOR APPROVED BY THE
BUILDING OFFICIAL ANCHORING EACH MEMBER.
ANCHOR[ E
SCALE:
N.T.S.
I
UL=1069 LBS
G L=1073 LEIS
UL=535 LEIS
GL=531 LEIS
UL -1069 LBS
GL=1073 LBS
SCALE: J"=1' -0"
RON
FRAMING NOTES
mm
A
ALL FRAMING TO BE DONE ACCORDING WITH THE LATEST EDITION OF THE FBC CHAPTER 2 1`' D
ALL OTHER PERTAINING CODES AND ORDINANCES HAVING JURISDICTION.
1ALV MTL DRIP STRIP ON PT
2. ALL PLYWOOD USED STRUCTURALLY, TO BE IDENTIFIED FOR GRADE & GLUE TYPES BY ---
ISOLATE TRUSS
ECTION
TRADEMARKS OF APPROVED TESTING AND GRADING AGENCY.
3. ALL PLYWOOD PERMANENTLY EXPOSED IN OUTDOOR LOCATIONS TO B E 1E X T, TYPE.
GRADE 2X8 WOOD FACIA
4. ALL LUMBER 2" THICK OR LESS SHALL CONTAIN MAX. 19 % MOISTURE AT TIME OF PERMANENT
to
FROM CONTACT W1 CONC.
INCORPORATION IN A BUILDING OR STRUCTURE AND/OR AT TIME OF TREATMENT WITH WOOD
PRESERVATIVE.
5. ALL PLUMBER SIZES REFEREED TO HEREIN, ARE NOMINAL.
6. LUMBER FOR JOISTS, RAFTERS, TRUSSES, COLUMNS, BEAMS AND/OR OTHER STRUCTURAL MEMBERS
Z
Lij
SHALL BE MIN. STRENGTH #2 GRADE OF SOUTHERN PINE, DOUGLAS FIR LARCH, HEM FIR, OR
(2) #5 CONT.
00
............... . .....
... ...............
...... I ..... .....
.......
..........
EXTREME FIBER STRESS IN BENDING (FB).
......
8. LUMBER FOR STUDS IN INT. NON BEARING WALLS SHALL BE STRESS GRADE MIN. 225 P.S.I_
MIN,
cn
NOMINAL EXTREME FIBER STRESS IN BENDING (1`13).
t
C:)
r-1
9. JOISTS AND RAFTERS SHALL HAVE MIN. 4" OF BEARING, EXCEPT AS PROVIDED IN SECTION 2309
OF THE "F.B.C." 2004-
I.
; 0. NOTCHING AND BORING OF JOIST AND RAFTERS SHALL COMPLY WITH SECTION 2 09.1.8 OF THE
REMOVE INSULATION & EXPOSE
"F.B.C." 2004.
MAX.
11, ENDS OF WOOD JOISTS ENTERING/BEARING ON MASONRY AND IN CONTACT THEREWITH, TO BE
---
PRESSURE TREATED OR OF APPROVED DURABLE SPECIES.
NO. 4 BAR LINTEL REINFORCEMENT
12. WHERE MASONRY EXTENDS ABOVE SUCH WOOD MEMBERS, JOISTS SHALL BE FIRE---CUT SO THE
TOP EDGE DON'T ENTER THE MASONRY MORE THAN 1" OR SHALL BE PROVIDED WITH PLATE BOXES
CONCRETE - REMOVE ALL I.C.F. WEBS
OF SELF-RELEASING TYPE OR APPROVED HANGERS.
L
1:3. FLOOR JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS SHALL BE DOUBLED. DB'
JOISTS MAY BE SEPARATED MAX. 6".
REQUIRED
14
! FLOOR JOISTS SUPPORTING CONCRETE FOR BATHROOM FLOORS SHALL HAVE MAX SPACING OF 12"
15. CEILING JOIST'S SPANNING MORE THAN 14'-0" SHALL BE LATERALLY SUPPORTED AT MID -SPAN.
H
Tl
16. PRE-FABRICATED ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE
STATE OF FLORIDA; AND SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE "F.B.C."
SPECIFICALLY SECTION 2319.17.
0
Tl
T,
Z!
X,
HORIZ.
C)
1:8. ANCHORS SECURING WOOD TO CONCRETE SHALL BE MIN. 1" X 1/8" STEEL STRAP EMBEDDED
7r
AND NAILED WITH (3) 16d NAILS TO WOOD MEMBERS AS SET FORTH IN SECTIONS 2110.3 OF THE
<
"F.B.C.'%
MINIM 3 STIRRUP AS REQUIRED
M N 0.
19, ANCHORS SECURING WOOD TO WOOD SHALL BE NOT LESS THAN 1" X 1/8" STEEL STRAP MAILED
TO EACH MEMBER WITH (3) 16d NAILS, OR SHALL BE A COMMERCIAL ANCHOR APPROVED BY THE
BUILDING OFFICIAL ANCHORING EACH MEMBER.
ANCHOR[ E
20. ALL ANCHORS AND RELATIVE NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED.
21. WHERE THE INT. OF MASONRY WALLS ARE FURRED, SUCH FURRING SHALL BE TREATED AND
FIRESTOPPED AS HEREIN REQUIRED AND SHALL BE SECURELY FASTENED TO THE MASONRY WITH MIN.
ANCHOR M I
AN(
22, THE ALLOWABLE LOADS ON ALL TYPES OF CONNECTORS SHALL BE AS SET FORTH IN THE
STL. TRUSS CONNECTOR
STANDARDS LISTED IN SECTION 2321.5 OF THE "F.B.C." 2004.
23. IN GENERAL, NAILS SHALL PENETRATE THE SECOND MEMBER A DISTANCE EQUAL TO THE
SCALE: J"=1' -0"
RON
GIRDER TRUSS ANCI_l'0R
SCALE: N.T.S.
LINTEL
4,/ SCALE: N.T.S.
NOTE:
ASPHALT SHINGLE SYSTEM APPLIED AS INDICATED
IN PRODUCT APPROVAL ON BASE CAP OF 15# ASTM FELT
PAPER TIN TAGGED TO 19/32- COX PLYWOOD ROOF SHEATHING
ON PRE- ENGINEERED WOOD TRUSSES SPACED AT 24" D.C.
PROVIDE 8D RS NAILS 0 6" D.C. THROUGHOUT AND 4" ON EDGES
PROVIDE 10D NAILS 0 4" D.C. ON HIP AND VALLEY
HURRICANE STRAP PER SCHEDULE
12
5 F
FRAMING NOTES
mm
A
ALL FRAMING TO BE DONE ACCORDING WITH THE LATEST EDITION OF THE FBC CHAPTER 2 1`' D
ALL OTHER PERTAINING CODES AND ORDINANCES HAVING JURISDICTION.
1ALV MTL DRIP STRIP ON PT
2. ALL PLYWOOD USED STRUCTURALLY, TO BE IDENTIFIED FOR GRADE & GLUE TYPES BY ---
ISOLATE TRUSS
ECTION
TRADEMARKS OF APPROVED TESTING AND GRADING AGENCY.
3. ALL PLYWOOD PERMANENTLY EXPOSED IN OUTDOOR LOCATIONS TO B E 1E X T, TYPE.
GRADE 2X8 WOOD FACIA
4. ALL LUMBER 2" THICK OR LESS SHALL CONTAIN MAX. 19 % MOISTURE AT TIME OF PERMANENT
to
FROM CONTACT W1 CONC.
INCORPORATION IN A BUILDING OR STRUCTURE AND/OR AT TIME OF TREATMENT WITH WOOD
PRESERVATIVE.
5. ALL PLUMBER SIZES REFEREED TO HEREIN, ARE NOMINAL.
6. LUMBER FOR JOISTS, RAFTERS, TRUSSES, COLUMNS, BEAMS AND/OR OTHER STRUCTURAL MEMBERS
Z
Lij
SHALL BE MIN. STRENGTH #2 GRADE OF SOUTHERN PINE, DOUGLAS FIR LARCH, HEM FIR, OR
(2) #5 CONT.
00
SPRUCE PINE FIR.
>
7. LUMBER USED FOR STUDS IN EXTERIOR WALLS TO BE MIN. STRESS GRADE 625 P.S.I. NOMINAL
uj
CD
EXTREME FIBER STRESS IN BENDING (FB).
v
8. LUMBER FOR STUDS IN INT. NON BEARING WALLS SHALL BE STRESS GRADE MIN. 225 P.S.I_
MIN,
cn
NOMINAL EXTREME FIBER STRESS IN BENDING (1`13).
=3
C:)
r-1
9. JOISTS AND RAFTERS SHALL HAVE MIN. 4" OF BEARING, EXCEPT AS PROVIDED IN SECTION 2309
OF THE "F.B.C." 2004-
; 0. NOTCHING AND BORING OF JOIST AND RAFTERS SHALL COMPLY WITH SECTION 2 09.1.8 OF THE
REMOVE INSULATION & EXPOSE
"F.B.C." 2004.
MAX.
11, ENDS OF WOOD JOISTS ENTERING/BEARING ON MASONRY AND IN CONTACT THEREWITH, TO BE
---
PRESSURE TREATED OR OF APPROVED DURABLE SPECIES.
NO. 4 BAR LINTEL REINFORCEMENT
12. WHERE MASONRY EXTENDS ABOVE SUCH WOOD MEMBERS, JOISTS SHALL BE FIRE---CUT SO THE
TOP EDGE DON'T ENTER THE MASONRY MORE THAN 1" OR SHALL BE PROVIDED WITH PLATE BOXES
CONCRETE - REMOVE ALL I.C.F. WEBS
OF SELF-RELEASING TYPE OR APPROVED HANGERS.
L
1:3. FLOOR JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS SHALL BE DOUBLED. DB'
JOISTS MAY BE SEPARATED MAX. 6".
REQUIRED
14
! FLOOR JOISTS SUPPORTING CONCRETE FOR BATHROOM FLOORS SHALL HAVE MAX SPACING OF 12"
15. CEILING JOIST'S SPANNING MORE THAN 14'-0" SHALL BE LATERALLY SUPPORTED AT MID -SPAN.
WITHIN 24" OF CONNECTION
16. PRE-FABRICATED ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE
STATE OF FLORIDA; AND SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE "F.B.C."
SPECIFICALLY SECTION 2319.17.
0
11:7. FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT" SPACES BOTH VERT, AND
X,
HORIZ.
C)
1:8. ANCHORS SECURING WOOD TO CONCRETE SHALL BE MIN. 1" X 1/8" STEEL STRAP EMBEDDED
7r
AND NAILED WITH (3) 16d NAILS TO WOOD MEMBERS AS SET FORTH IN SECTIONS 2110.3 OF THE
<
"F.B.C.'%
MINIM 3 STIRRUP AS REQUIRED
M N 0.
19, ANCHORS SECURING WOOD TO WOOD SHALL BE NOT LESS THAN 1" X 1/8" STEEL STRAP MAILED
TO EACH MEMBER WITH (3) 16d NAILS, OR SHALL BE A COMMERCIAL ANCHOR APPROVED BY THE
BUILDING OFFICIAL ANCHORING EACH MEMBER.
0i
20. ALL ANCHORS AND RELATIVE NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED.
21. WHERE THE INT. OF MASONRY WALLS ARE FURRED, SUCH FURRING SHALL BE TREATED AND
FIRESTOPPED AS HEREIN REQUIRED AND SHALL BE SECURELY FASTENED TO THE MASONRY WITH MIN.
(1) CUT MAIL IN ALTERNATE COURSE OF BLOCK.
22, THE ALLOWABLE LOADS ON ALL TYPES OF CONNECTORS SHALL BE AS SET FORTH IN THE
STL. TRUSS CONNECTOR
STANDARDS LISTED IN SECTION 2321.5 OF THE "F.B.C." 2004.
23. IN GENERAL, NAILS SHALL PENETRATE THE SECOND MEMBER A DISTANCE EQUAL TO THE
THICKNESS OF THE MEMBER BEING NAILED THERETO. THERE SHALL BE MIN. (2) NAILS iN ANY
CONNECTION.
GIRDER TRUSS ANCI_l'0R
SCALE: N.T.S.
LINTEL
4,/ SCALE: N.T.S.
NOTE:
ASPHALT SHINGLE SYSTEM APPLIED AS INDICATED
IN PRODUCT APPROVAL ON BASE CAP OF 15# ASTM FELT
PAPER TIN TAGGED TO 19/32- COX PLYWOOD ROOF SHEATHING
ON PRE- ENGINEERED WOOD TRUSSES SPACED AT 24" D.C.
PROVIDE 8D RS NAILS 0 6" D.C. THROUGHOUT AND 4" ON EDGES
PROVIDE 10D NAILS 0 4" D.C. ON HIP AND VALLEY
HURRICANE STRAP PER SCHEDULE
12
5 F
MIN.
OVER CLEAN COMPACTED
k
T.O.B ELEV.: 8'-0" (SEE ELEV.)
SOIL POISONED FILL AND V.B.
1ALV MTL DRIP STRIP ON PT
ISOLATE TRUSS
ECTION
1X2 PT WD BLOCKING ON PAINT
GRADE 2X8 WOOD FACIA
LLJ
to
FROM CONTACT W1 CONC.
00
Z
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y
(2) #5 CONT.
00
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LLJ
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CD
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1-1/2
MIN,
cn
=3
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REMOVE INSULATION & EXPOSE
2-1/2"
MAX.
---
NO. 4 BAR LINTEL REINFORCEMENT
CONCRETE - REMOVE ALL I.C.F. WEBS
REQUIRED
WITHIN 24" OF CONNECTION
X,
MINIM 3 STIRRUP AS REQUIRED
M N 0.
0i
. ��v-
�y,
@ 4.5' O.C.
STL. TRUSS CONNECTOR
:4
PER SCHEDULE
INSULATING FORM
LIVIOL
1-1/2-
MIN.
%
(TYP)
2-1/2"
MAX.
r
\-HORIZONTAL LINTEL REINFORCEMENT
SEE SCHEDULE ON SHEET A-4 FOR NOTES
AS REQUIRED - #4
GIRDER TRUSS ANCI_l'0R
SCALE: N.T.S.
LINTEL
4,/ SCALE: N.T.S.
NOTE:
ASPHALT SHINGLE SYSTEM APPLIED AS INDICATED
IN PRODUCT APPROVAL ON BASE CAP OF 15# ASTM FELT
PAPER TIN TAGGED TO 19/32- COX PLYWOOD ROOF SHEATHING
ON PRE- ENGINEERED WOOD TRUSSES SPACED AT 24" D.C.
PROVIDE 8D RS NAILS 0 6" D.C. THROUGHOUT AND 4" ON EDGES
PROVIDE 10D NAILS 0 4" D.C. ON HIP AND VALLEY
HURRICANE STRAP PER SCHEDULE
12
5 F
GALV. MTL RIBBED LATH
2#5 CONT. BARS W/ CORNER BARS:
ALL REINF. TO BE 30" MIN. LAP.
STUCCO ON ICF WALL -
1ST COAT J" SYNTHETIC W/
EMBEDDED FIBERGLASS REINF. MESH
2ND COAT ROUGH MIN. J7
FINISH COAT SMOOTH MIN.
NEW FILL
SEE SITE PLAN
T EXIST.
ELEV. cc
zj
WALL S
5 SCALE: N.T.S.
pROOF COVERINGS SHALL BE IN COMPLIANCE
WITH F.B.0 EDITION 2007
PRE -ENG. GIRDER
0 24 D.C.
�l tlw 2 X4* TRUSS BY TRUSS MANFG.
R-30 OPEN CELL SPRAY ON INSULATION
1/2- DRYWALL CEILING ON 1-X3-
WOOD FUR STRIP AT 16" O.0
W/ACOUSTlCAL SPRAY
#5 0 16- HORIZ. D.C. (TYP.)
OR #4 0 12- HORIZ. D.C. (TYP.)
1/2" GWB - SCREW DIRECTLY
To POLYETH. TIES 0 MIN. 12"
EACH WAY
#5 0 16- HORIZ. D.C. (TYP.)
OR #4 0 12- HORIZ. D.C. (TYP.)
9,5" FOAM BLOCK - 5.5" HOLLOW
CORE FILLED W/3,000 P.S.I. CONC.
#4 RE-BAR VERT. 0 12- D.C.
SHALL BE LAPPED A MIN OF 30'
4" CONC. SLAB ON GRADE
II
r2
S
II �2
WOOD BASE
4
4- CONC. W1 6X6X10X10 2,500 P.S.I.
6"
MIN.
OVER CLEAN COMPACTED
k
T.O.B ELEV.: 8'-0" (SEE ELEV.)
SOIL POISONED FILL AND V.B.
1ALV MTL DRIP STRIP ON PT
FTG. W/ (2) #5 CONT.
ECTION
1X2 PT WD BLOCKING ON PAINT
GRADE 2X8 WOOD FACIA
LLJ
to
GALV. MTL RIBBED LATH
2#5 CONT. BARS W/ CORNER BARS:
ALL REINF. TO BE 30" MIN. LAP.
STUCCO ON ICF WALL -
1ST COAT J" SYNTHETIC W/
EMBEDDED FIBERGLASS REINF. MESH
2ND COAT ROUGH MIN. J7
FINISH COAT SMOOTH MIN.
NEW FILL
SEE SITE PLAN
T EXIST.
ELEV. cc
zj
WALL S
5 SCALE: N.T.S.
pROOF COVERINGS SHALL BE IN COMPLIANCE
WITH F.B.0 EDITION 2007
PRE -ENG. GIRDER
0 24 D.C.
�l tlw 2 X4* TRUSS BY TRUSS MANFG.
R-30 OPEN CELL SPRAY ON INSULATION
1/2- DRYWALL CEILING ON 1-X3-
WOOD FUR STRIP AT 16" O.0
W/ACOUSTlCAL SPRAY
#5 0 16- HORIZ. D.C. (TYP.)
OR #4 0 12- HORIZ. D.C. (TYP.)
1/2" GWB - SCREW DIRECTLY
To POLYETH. TIES 0 MIN. 12"
EACH WAY
#5 0 16- HORIZ. D.C. (TYP.)
OR #4 0 12- HORIZ. D.C. (TYP.)
9,5" FOAM BLOCK - 5.5" HOLLOW
CORE FILLED W/3,000 P.S.I. CONC.
#4 RE-BAR VERT. 0 12- D.C.
SHALL BE LAPPED A MIN OF 30'
4" CONC. SLAB ON GRADE
II
r2
S
II �2
WOOD BASE
4
4- CONC. W1 6X6X10X10 2,500 P.S.I.
6"
MIN.
OVER CLEAN COMPACTED
SOIL POISONED FILL AND V.B.
12" X 16" MONOLITHIC
FTG. W/ (2) #5 CONT.
ECTION
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JOB No.:
12.06501.SFR
REVISIONS:
& 9-13-12 CODE INFO
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT: 100%
SHEET INDEX:
ROOF FRAMING
PLAN, SECTION,
NOTES
'SHEET No.:
S-3
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AFFFMW F OMMU 0111110ft AND
fflllfaf! D UM ff IM ANCHIMM IM
W= WAY NWr W 11= or 00mgm wmww%z or m
MQfiQPG
JOB No.:
12.06501.SFR
REVISIONS:
& 9-13-12 CODE INFO
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT: 100%
SHEET INDEX:
ROOF FRAMING
PLAN, SECTION,
NOTES
'SHEET No.:
S-3
I