HomeMy WebLinkAboutREVISIONOFFICE USE ONLY:
DATE FILED: I -SCANNEJ PERMIT # I !Zt? *-d g 5
REVISION FEE: RECEIPT #
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
RT
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: _
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
4. OWNER/BUILDER INFORMATION:
5.
NAME:
ADDRESS:
CITY:
PHONE:
NAME:
ADDRESS:
CITY:
PHONE (DAY'
SLCCC: 9/23/09
Revised 04/26/2010
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FAX:
STATE: ZIP:
FAX:
FAX 7T/_— 7 9'S 1-
Hanson Regal/Spanish "S" II Roof Tile
FL it 3505.3 . nailed to decking with
(2) IOd ring shank nails over 90 lb, mop in
over 19/32" COX plywood attached to trusses 12
per sheeting attachment diagram on roof plan SLOPE 6
O
12'-0" T.0.15
A.F.F.
12„
10. H;
24' s �
O.H.
5/8„ thick light textured
stucco on typical concrete � O stucco banded
block construction
Smooth finished stucco band ��yU
FRONT ELEVATION
SCALE: 1/4". = 1'-0"
Hanson Regal/Spanish "S" 11 Roof Tile
FL 9 3505.3 nailed to decking with
(2) IOd ring shank nails over 90 lb. mop in 12
over 19/32" COX plywood attached to trusses
per sheeting attachment diagram on roof plan SLOPE L
A.F.F.
12" x 12" concrete column 'block:
-filled -with.-concrete and. (4) ,46 bars _...._..__.._.
24" vert. w/ stucco Finish and decorative
stucco capital And base
O.H:
5/8" thick light textured
stucco on typical concrete
block construction
O
i
�f
REAR ELEV,4710N
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PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential 2010 Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Categoryy II Wind Speed: 160 mph ultimate
Mean Roof Height: I1'-10" Roof Pitch: 4:12
Internal Pressure CoCe`�`icient: ±0.18
Subjectability to damage from: Weathering: Negligible Termites: Very Heavy
Width of .Roof End Zone: 5'-6"
Wind Exposure Classification: C
Adjustment factor for Exposure Height Using Allowable Stress Design and
Load Combination per ASCE T-10 Section 2.4 DL+LL DL+0.6WL; O.6OL+0.6WL
Ex Height Adj Factor: 1.21 x Load Combo Factor 0.6 = 0.126 applied below
Components t Cladding Wind Pressure (NET) Roof Zone: 1. +21.9/-34.6 psf
Roof Zone: 2. +21.9/-60.0 psf
Roof Zone: 3. +21.9/-89.3 psf
Components t Cladding Wall End Zone Width: 5'-6"
Components t Cladding Wind Pressure (NET) Wall Zone: 4. +31,9/-41.1 psf
Wall Zone: 5. +31.9/-50.1 psf
Components t Cladding Wind Pressure (NET) on Garage Door: +31.9/-5C.1 psf
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? Yes
Are Components an Cladding Deter Provided? Yes
Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X Bg Test: psi
This Budding Shall Have the Following:
APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER:
E:1 = Roof
Zone I
Walls
Zone 4
= Roof
Zone 2
Walls
Zone 5
END
ZONE
= Corner Zones
RooF Zone 3
' 2:12
ITCH
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights
0 enin
p
Type;,
NOA FL
NUMBER
Product
Model #
Manufacturer
Glass
Attachment method
TEST
Expiration
at
Maximum
Design Pressure
of Approved Tests
1,
11-1115.08
Sln H
Single
g Hung
Series 110
Thermal Impact
CGI
Sentinel
Type B
Concrete: 1/4" dia. 7a cons w/ min. 1 1/2" penetration
spaced per testing requirements stated' in NOA
9-22-15
+ 80,0 PSF
-
2;
II-103LO4
Fixed Glass
Series 130 .
Thermal Impact
CGI
� Sentinel
Type "Cl"
Concrete: 1/4" Tapcons min. I I/2" ppenetration
t stated in NOA
spaced per testingng requirements
9-22-15
+ 80.0 PSF
-
3:
09-1028.10
PGT
6
Type A
+ �5.0 PSF
-
French .Door
_ 5
Impact
Series 110
5
SriePGT
ImpactyP
e i s is x p n wi p a on
at b max from corners.
Jambs: II" o.c. max from corners at 18" o.c. thereafter
2-24-15
4:
09-0826.10-
Sliding Glass
T e "A„
Head t Sill: 1/4" dia x 3" Tapcons 'with 1 1/2" penetration
at 4" max from corners.
Jambs: II" o.c. max from corners at 18" o.c. thereafter
2-17-15
± 90.0 PSF
5
FLU 8248.9
Steel Overhead
Garage Door
8100 Series
Raised Panel
ne Wa Dalton
y
Per Plans - I/2" x 6" sieve anchors at 10" o.c.
+ 46.O/-52 PSF
6.
Product
NOA FL
/
NUMBER
Model #
Manufacturer
Attachment Method
TEST
Expiration
Date-
Maximum
Design Pressure
of Approved Tests
Mullions
Roof
_. ,.,.
FLU 3505.3over
Regal/Spanish "S" Tile
Hanson Roof
Nailed to decking with (2) IOd ring shank nails over 90 lb. mop in
19/32" COX plgwood attached- _to trusses per sheeting_. -
attachment diagram on roof plan
Siding
STUCCO
ON BLOC14
5/8" Thick light textured stucco on typical
Concrete block construction
Soffit
STUCCO
ON LATH
1/2" thick stucco on 3/8" Hi -Rib lath attached to
horizontal and vertical wood framing with nails or staples to
provide no less than 1 3/4" penetration into horizontal
wood framm and 3/4" penetration into vertical framm
Hurricane
Panels .
3. 08-06206
0.050 Aluminum
Storm Shutters
Eastern Metal
Supply Inc.
Provide I/4" dia. ELCO Male/Female "Panelmate" with min.
2" penetration and 1/4"-20 machine screw with nut at 6" o.c.
for installation Section 48
9-1-13
+ 63.0 PSF
ALL Product Testing by: Miami -Dade County Building Code Compliance Office / Product Control DIVISion
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record )
P�"�s�
ON
ST. LUCIE COUNTY
BUILDING DIVISION -
REVIEWED
FOR COM �ICE
REVIEWE BY
DATE
PLANSANDPERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILT. BE MADE
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