12-278-018WIND LOAD DESIGN FOR COMPONENT
& CLADDING BUILDING: ROOF
DESIGN CRITERIA
ASCE 7-05
FLORIDA BUILDING CODE 2007
DESIGN LOADING
WIND DESIGN VELOCITY: 146 M.P.H.
ANALYSIS TYPE: COMPONENTS CLADDING, ASCE 7-05
NET VELOCITY PRESSURE Q = 46.4 P.S.F
WIND LOAD ZONING DIAGRAM
GRAVl _fY LOAD
LIVE LOAD = 30 P.S.F.
NET WIND UPLIFT PRESSURE
U1411ILTANI 11111111;j 1112da 1-4 *I'mcisiggall
U 9.,l A 9 Fj 4 WA:I [01-KO&I41
ISOLATE TRUSS
FROM CONTACT W/ CONC.
Z-4 507
4
< Z-5 59.5
2-1/2
MAX.
GRAVl _fY LOAD
LIVE LOAD = 30 P.S.F.
NET WIND UPLIFT PRESSURE
U1411ILTANI 11111111;j 1112da 1-4 *I'mcisiggall
U 9.,l A 9 Fj 4 WA:I [01-KO&I41
ISOLATE TRUSS
FROM CONTACT W/ CONC.
MIN.
2-1/2
MAX.
NO. 4 BAR LINTEL REINFORCEMENT
LO
REQUIRED
MINIM YM NO. 3 STIRRUP AS REQUIRED
cc
w
to
INSULATING FORM
1-1
MIN.
2-1/2'
MAX.
�---�--
CONNECTOR SCHEDULE (NU—VUE)
MARK] TYPE UFT (Lbs)lLl (Lbs) JL2 (Lbs)l FASTENER ______IDADE COUNTY N.O.A.
NVHTA22 08-0325.02
IMIE-
POWERS WEDGE—BOLT
ASPHALT SHINGLE
ON 30LB FELT ON
5/8^ CDX PLYWD.
5X3 DRIP EDGE: l
-HURR. STRAP PER SCHEDULE
RD BLOCKING FOR |NSUL
R=3D |NSUL
FBGLS BL—IN
-Y2" D.W. ON 1%2 HIGH HATS @ 16^ O.C.
R-2J|N3UL
(2) #5CONTIN.
3000 PSI CONC.
#4 0D 12^ O.C. VERI
#5 CONT. @1O^ O.C.
OR (2) #4 @ 12" O.C.
1/2' GWB — SCREW DIRECTLY
TO P8LYETH. TIES @ MIN. 12~
EACH WAY
NI— I— N /\ K / | |\] U L—/ | /\ |\|
SCALE` 471=11-011
—/ —u |
~—~
SCALE: N.T.S.
REMOVE INSULATION &EXPOSE
CONCRETE — REMOVE ALL I.C.F. WEBS
WITHIN 24- OF CONNECTION
STL TRUSS CONNECTOR
PER SCHEDULE
SEE SCHEDULE ON SHEET A-4 FOR NOTES
-
�m
r ` �
NOTE:
ASPHALT SHINGLE SYSTEM APPLIED maINDICATED
IN PRODUCT APPROVAL ON BASE CAP OF 15# ASTM FELT ROOF COVERINGS SHALL BE IN COMPLIANCE
,°,"" "" .°""=" TO 19 =°."."- WITH F.B.0 EDITION 2007
ON pnc— swowcsno/ o. c
PROVIDE 8D IRS NAILS v�o' D.C. THROUGHOUT AND +^ on soass \ |
PROVIDE 10o w^|us 0w' D.C. ON *|p AND vAus, \ |
yonnICAwc sreAp PER snxEoouE
12 PRE-ENG. GIRDER
2"Xe TRUSS BY TRUSS MANFG.
R-30 OPEN CELL SPRAY ON INSULATION
TALV MTL DRIP STRIP ON PT
lX2 PT WD BLOCKING ON PAINT 2_ 1/2- DRYWALL CEILING ON 1-X3-
GRADE 2X8 WOOD FACIA S-3 WOOD FUR STRIP AT 16' O.0
W/ACOUSTICAL SPRAY
GALV. MTL RIBBED LATH
1/2- GWB - SCREW DIRECTLY
TO POLYETH. TIES 0 MIN. 12"
EACH WAY
#5 0 1s^
R-22.6 INSmLA71ow
srucno ON mrWALL.
1ST COAT J7 SYNTHETIC W/
EMBEDDED FIBERGLASS REINF. MESH
2ND COAT ROUGH MIN. J'
FINISH COAT SMOOTH MIN.
CORE FILLED W/3,000 P.S.I. CONC.
SHALL BE LAPPED A MIN OF 30"
4" CONC. SLAB ON GRADE
3/4- RECESS WOOD BASE
NEW FILL
SEE SITE PLAN
OWO
'kt 77
km
46 OVER CLEAN COMPACTED
SOIL POISONED FILL AND V.B.
12" X 16" MONOLITHIC
WALL SECTION
SCALE: N.T.S.
um
Lu
C4) C13
cn
uj
uj
�
ISOLATE TRUSS
FROM CONTACT W/ CONC.
MIN.
2-1/2
MAX.
NO. 4 BAR LINTEL REINFORCEMENT
LO
REQUIRED
MINIM YM NO. 3 STIRRUP AS REQUIRED
cc
w
to
INSULATING FORM
1-1
MIN.
2-1/2'
MAX.
�---�--
\------HORIZONTAL
LINTEL REINFORCEMENT
Z
AS REQUIRED — #4
00
uj
-
�m
r ` �
NOTE:
ASPHALT SHINGLE SYSTEM APPLIED maINDICATED
IN PRODUCT APPROVAL ON BASE CAP OF 15# ASTM FELT ROOF COVERINGS SHALL BE IN COMPLIANCE
,°,"" "" .°""=" TO 19 =°."."- WITH F.B.0 EDITION 2007
ON pnc— swowcsno/ o. c
PROVIDE 8D IRS NAILS v�o' D.C. THROUGHOUT AND +^ on soass \ |
PROVIDE 10o w^|us 0w' D.C. ON *|p AND vAus, \ |
yonnICAwc sreAp PER snxEoouE
12 PRE-ENG. GIRDER
2"Xe TRUSS BY TRUSS MANFG.
R-30 OPEN CELL SPRAY ON INSULATION
TALV MTL DRIP STRIP ON PT
lX2 PT WD BLOCKING ON PAINT 2_ 1/2- DRYWALL CEILING ON 1-X3-
GRADE 2X8 WOOD FACIA S-3 WOOD FUR STRIP AT 16' O.0
W/ACOUSTICAL SPRAY
GALV. MTL RIBBED LATH
1/2- GWB - SCREW DIRECTLY
TO POLYETH. TIES 0 MIN. 12"
EACH WAY
#5 0 1s^
R-22.6 INSmLA71ow
srucno ON mrWALL.
1ST COAT J7 SYNTHETIC W/
EMBEDDED FIBERGLASS REINF. MESH
2ND COAT ROUGH MIN. J'
FINISH COAT SMOOTH MIN.
CORE FILLED W/3,000 P.S.I. CONC.
SHALL BE LAPPED A MIN OF 30"
4" CONC. SLAB ON GRADE
3/4- RECESS WOOD BASE
NEW FILL
SEE SITE PLAN
OWO
'kt 77
km
46 OVER CLEAN COMPACTED
SOIL POISONED FILL AND V.B.
12" X 16" MONOLITHIC
WALL SECTION
SCALE: N.T.S.
um
Lu
C4) C13
cn
uj
uj
�
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
SHEET INDEX:
ROOF FRAMING
PLAN, SECTION
NOTES
11
:1
r
LO
cc
w
to
Z
00
uj
cc
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
SHEET INDEX:
ROOF FRAMING
PLAN, SECTION
NOTES
11
:1
r