12-260-009WIND LOAD DESIGN FOR COMPONENT
& CLADDING BUILDING:
ROOF
DESIGN CRITERIA
ASCE 7 -05
a
FLORIDA BUILDING CODE 2007
DESIGN LOADING
ROOF LOADING: DL =15 +10 P.S.F. LL= 30 P.S.F.
a_
,
WIND DESIGN VELOCITY: 146 M.P.H.
ANALYSIS TYPE: COMPONENTS CLADDING, ASCE 7 -05
NET VELOCITY PRESSURE Q =
45.4 P.S.F
WIND LOAD ZONING DIAGRAM
I-
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WALLS (PSF)
w
-I '' •0 = Z -4 50.7
o
O
ryFy Q Z -5 59.5
zw
=
39 " -0'
12
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GRAVITY LOAD
i
0
M00
W
/
LIVE LOAD = 30 P.S.F.
z
DEAD LOAD = 25 P.S.F.
W
W
3 3 3 2 3
TOTAL LOAD = 55 P.S.F.
ENCLOSED BUILDING
PARTIALLY ENCLOSED PORCH
ASCE 7 -05
ASCE 7 -05
CATEGORY: C, V =146 MPH, Kd =1.0
CATEGORY: C, V =146 MPH, Kd =1.0
ZONE 2/3 - ROOF NET PRESS. =63.3 P.S.F.
ZONE 2/3 - ROOF NET PRESS.= 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 }
NET WIND UPLIFT PRESSURE
NET WIND UPLIFT PRESS. SCHED
SCHEDULE ( ENCLOSED)
( PARTIALLY ENCLOSED PORCH
ZONE
TRUSS
ROOF
ZONE
TRUSS
ROOF
1-
M
O
1
20.5
31.0
46.1
10
36.3
47.6
61.8
2
20.5
57.4
97.4
2b
36.3
73.2
122.9
3
20.5
57.4
97.4
3c
35.3
73.2
122.9
O.H.
20.5
t 57.4
97.4
0. H.
36.3
93.8
113.0
CONNECTOR SCHEDULE (NU -VUE)
MARK TYPE UPUFT (Lbs) Lt (Lbs) L2 (Lbs)l FASTENER DADE COUNTY N.O.A.
1 NVHTA22 2429 1444 1994 (16) 10dX1.5" 08- 0325.02
2 UGTS53 1 6390 1 1 (8) 10dX1.5 " /(2)j "X5" 07- 0322.15
POWERS WEDGE -BOLT
Fl
rlK
0
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ZONE A
K 1- K /A IVI I IN v 1---L H IN
1 SCALE: " =1' -0"
0
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FRAMING NOTES
1. ALL FRAMING TO BE DONE ACCORDING WITH THE LATEST EDITION OF THE FBC CHAPTER 23 AND '
ALL OTHER PERTAINING CODES AND ORDINANCES HAVING JURISDICTION. -
2. ALL PLYWOOD USED STRUCTURALLY, TO BE IDENTIFIED FOR GRADE & GLUE TYPES BY
TRADEMARKS OF APPROVED TESTING AND GRADING AGENCY.
3. ALL PLYWOOD PERMANENTLY EXPOSED IN OUTDOOR LOCATIONS TO BE EXT. TYPE.
4. ALL LUMBER 2" THICK OR LESS SHALL CONTAIN MAX. 19 % MOISTURE AT TIME OF PERMANENT
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
SHALL BE MIN. STRENGTH #2 GRADE OF SOUTHERN PINE, DOUGLAS FIR LARCH, HEM FIR, OR
SPRUCE PINE FIR.
7. LUMBER USED FOR STUDS IN EXTERIOR WALLS TO BE MIN. STRESS GRADE 625 P.S.I. NOMINAL
EXTREME FIBER STRESS IN BENDING (FB).
8. LUMBER FOR STUDS IN INT. NON BEARING WALLS SHALL BE STRESS GRADE MIN. 225 P.S.I.
NOMINAL EXTREME FIBER STRESS IN BENDING (FB).
9. JOISTS AND RAFTERS SHALL HAVE MIN. 4" OF BEARING, EXCEPT AS PROVIDED IN SECTION 2309
OF THE "F.B.C." 2004
10. NOTCHING AND BORING OF JOIST AND RAFTERS SHALL COMPLY WITH SECTION 2309.1.8 OF THE
"F.B.C." 2004.
11. ENDS OF WOOD JOISTS ENTERING /BEARING ON MASONRY AND IN CONTACT THEREWITH, TO BE
PRESSURE TREATED OR OF APPROVED DURABLE SPECIES.
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
OF SELF - RELEASING TYPE OR APPROVED HANGERS.
13, FLOOR JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS SHALL BE DOUBLED. DBL
JOISTS MAY BE SEPARATED MAX. 6 ".
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.
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,
17. FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT SPACES BOTH VERT. AND
HORIZ.
18. ANCHORS SECURING WOOD TO CONCRETE SHALL BE MIN. 1" X 1/8" STEEL STRAP EMBEDDED
AND NAILED WITH (3) 16d NAILS TO WOOD MEMBERS AS SET FORTH IN SECTIONS 2110.3 OF THE
"F.B.C. ".
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.
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
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.
T11
R•114
ASPHALT SHINGLE SYSTEM APPLIED AS INDICATED
IN PRODUCT APPROVAL ON BASE CAP OF 15# ASTM FELT
PAPER TIN TAGGED TO 19/32" CDX PLYWOOD ROOF SHEATHING
ON PRE- ENGINEERED WOOD TRUSSES SPACED AT 24" O.C.
PROVIDE 8D RS NAILS 0 6" O.C. THROUGHOUT AND 4" ON EDGES
PROVIDE 10D NAILS 0 4" O.C. ON HIP AND VALLEY
HURRICANE STRAP PER SCHEDULE
F-
T.0.8 ELEV.: 8' -0" (SEE ELEV.) I
AN
_-
ALV MTL DRIP STRIP ON PT I
1X2 PT WD BLOCKING ON PAINT
GRADE 2X8 WOOD FACIA
GALV. MTL RIBBED LATH
2 #5 CONT. BARS W/ CORNER BARS
ALL REINF. TO BE 30" MIN. LAP.
CITY OF SOUTH MIAMI
BUILDING DEPT.
S 1CTURAL SECTION
ROOF COVERINGS SHALL BE IN COMPLIANCE
WITH F.B.0 EDITION 2007
yr PRE -ENG. GIRDER
12 ® 24 O.C.
5p
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 /ACOUSTICAL SPRAY
#5 ® 16" HORIZ. O.C. (TYP.)
OR #4 ® 12" HORIZ. O.C. (TYP.)
I
1/2" GWB - SCREW DIRECTLY
TO POLYETH. TIES 0 MIN. 12"
EACH WAY
#5 O 16" HORIZ. O.C. (TYP.)
OR #4 0 12" HORIZ. O.C. (TYP.)
R -22.6 INSULATION
STUCCO ON ICF WALL-
ASPHALT SHINGLE
1ST COAT r SYNTHETIC W/
u EMBEDDED FIBERGLASS REINF. MESH
ON 30LB FELT ON 8 2ND COAT ROUGH MIN. }"
5/8' CDX PLYWD.
FINISH COAT SMOOTH MIN.
9.5" FOAM BLOCK - 5.5" HOLLOW
_... FiURR. STRAP PER SCHEDULE CORE FILLED W /3,000 P.S.I. CONC.
5X3 DRIP ED
+� CAR D BLOCKING FOR INSUL
ISOLATE TRUSS �
R =30 INSUL FROM CONTACT W/ CONC.
FBGLS BL -IN #4 RE -BAR VERT. ®12" O.C.
SHALL BE LAPPED A MIN OF 30"
' I
4' CONC. SLAB ON GRADE
�Y2 D.W. ON 1X2 HIGH HATS ®16" O.C. X;; • � (2) #5 CONT.
R -23 INSUL. X 1 -1/2" MIN.
(2) #5 CONTIN. <'r REMOVE INSULATION & EXPOSE 2 -1/2" MAX. NO. 4 BAR LINTEL REINFORCEMENT
1X2 °1; CONCRETE - REMOVE ALL I.C.F. WEBS REQUIRED
3000 PSI CONC. x WITHIN 24" OF CONNECTION i s22
2X6 FASCIA % MINIM�JM NO. 3 STIRRUP AS REQUIRED 3/4" RECESS I WOOD BASE
,� . �, ® 4.5 O.C. a #4 ® 12" O.C. VERT. �1,� NEW FILL
STUCCO ON RIB X ��- STL. TRUSS CONNECTOR ..
LATH W /4x12 VENTS #5 CONT. ® 16" O.C. INSULATING FORM SEE SITE PLAN ��
®8' -0" O.C. OR 2 4 ®12" O.C. , : PER SCHEDULE
( ) # 1 -1/2" MIN. ExIST.
\ /
(TYP) ` 2-1/2" MAX. \: c.I -•_..
EPS INS 4 1/2" GWB - SCREW DIRECTLY O i ,y�� \�� r`CoO zf •� ?�° < \ 4" CONC. W/ 6X6X1ox10 2.500 P.S.I.
TO POLYETH. TIES ® MIN. 12" X /' HORIZONTAL LINTEL REINFORCEMENT {" }
EACH WAY' ' SEE SCHEDULE ON SHEET A -4 FOR NOTES AS REQUIRED - #4j . • ,i \ MIN.
CONC.FORM SYS. STUC 16 OVER CLEAN COMPACTED
W /EMBEDDED FIBERGLASS
SOIL POISONED FILL AND V.B.
MESH
,� ,� ;/...�,i 12" X 16' MONOLITHIC
FTG. W/ (2) #5 CONT.
TIE BEAM GIRDER TRUSS ANCHOR LINTEL WALL SECTION
SCALE: N.T.S. \, ,J SCALE: N.T.S. \ SCALE: N.T.S. \ SCALE: N.T.S.
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JOB No.:
Ilk 12.06477.SFR
9' -D" l�
T.O.B.
+ 0' -0"
REVISIONS:
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT.. 100%
SHEET INDEX:
ROOF FRAMING
PLAN, SECTI ❑N,
NOTES
SHEET No.:
S -3