HomeMy WebLinkAboutREVISION0
OFFICE USE ONLY:
DATE FILED: rp 1),`a•, I SC N 50) PERMIT #
REVISION FEE: _ '" 15 attijeje county RECEIPT #
PLANNING & DEVELOPMENT SERVICES
�(� BUILDING & CODE REGULATION DIV[
p 4Fa 2300 VIRGINIA AVENUE
pe CjP2 FORT PIERCE, FL 34982 565 Sty
s �� , o a 4100 (772) 462.1553
`Q�O� yhe�t APPLICATION FOR BUILDING PERMIT I S a
PROJECT INFORMATION , p
LOCATION/SITE
ADDRESS:
Fl,
DETAILED DESCRIPTION OF PROJECT
� � s. �_ _ 1 � 1►L 1 2 1l : _ _ �
STATE of FL REG./CERT. #:
BUSINESS NAME: k-u-c
QUALIFIERS NAME:s
ADDRESS: (.
CITY: Qor%
PHONE (DAYTIME): Oa-
ST. LUCIE CO CERT. #: 1910,
STATE: Fj_ ZIP: 3 t{ '(
-n'R0Q- FAX: Qna - 2Un -
NAME: �3 , \� : e c� n�� P� Geer
ADDRESS: > Ir�O v ana n b4r-
CITY: STATE:
PHONE ( AYTIME: 77 ��- 75p37!f
ARCHITECT/ENGINEER
NAME: Alt:
ADDRESS:
CITY: %CN: S�-
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130117
ZIP: 39 R k,'!—
FAX:
File Cop,
r
RECEIVED
SUMMIT OCT 22201E
DESIGN & FORENSICS, INC'. PermittingQePwtment
St, Lucie County
October, 22, 2018
SCANNEr-,
RE: 4606 Buchanan Dr BY
Fort Pierce, Florida Stucle (finw
Permit No.: 1802-0630
Attention: Building Inspector,
It is acceptable to space the #9-15xl-1/2" fasteners for the Gulf Coast 5v Crimp at 12"
O.C. in lieu of 16' O.C. spacing specified by the product approval.
If you should have any questions, please call me at 772-285-0572.
Respectfully Submitted,
Brian J. Maskol, P.E. lyg hi60! _
Summit Design & Forensics, Inc.
State of Florida �� STpj or -A
License No. 66080
81111111110
File:,
PRODUCT APPROVAL
Approval
Number
Product
Model Number
Manufacturer
Glass
Attachment Method
Building Rated
Product Rated
Type
Design Pressures
Design Pressures
FL17499.2
S.H. Windows
185 SH
MI Windows
and Doors
Non
Impact
3 16" x 1 1 4" min embedment Ta cons at 3' 8"o.c•
/ / P /
See Sheet A-3
+ — 55.0
/
FL15349.1
Fixed Window
185 / 3185
s
alnd IDaoWs
Non
Impact
3/16" x 1 1/4" min embedment Tapcons at 2"/ 10"o.c.
See Sheet A-3
+/— 60.0
FL15332.8
Sliding Glass Door
SGD 430
MI Windows
Non
(2 Rows) 3/16" x 1 1/4" min embedment
and Doors
Impact
tapcons at 6"/17"o.c.
See Sheet A-3
+/— 40.0
FL15180.8
SwingDoors
Fiberglass
9
Builder's Hardware
Plastpro
NA
1/4" x 1 1/4" min embedment Ta cons at 4" 18.25" D.C.
/ / p /
See Sheet A-3
+/— 65.0
FL16546.4
Overhead Door
73W6
Clopay
NA
5/16" x 1 5/8" min. embed. lag screw each bracket
See Sheet A-3
+36 / —42.0
Approval
Number
Product
Model Number
Manufacture
Building Rated
Product Rated
esign Pressures
Design Pressures
FL11651.13R2
Roofing
5VCRIMP
GULF COAST
#9-15x1.5" w/sealing washer in pattern/spacing 0 12" o.c. per
manufacturers guide of FL11651.13R2
See Sheet A-3
—94.25/-131.00
FL17673.1
Soffit
Vin
Ply Gem
Siding Group
"
01
See Sheet A-3
+/— 47.2
long 24"o.c. min. 1 1/2" long roof nails with 1/8" dia. shanks and 3/8"
head or staples with 1" long legs and 1 15" dia. at each nail hem.
FL11398.1
Storm Panels
9 —0 Span or Less
0.05" Alum.
Town and
Country
1 4" x 11 1 4" Embed. ITW Ta cons at 3" 18"o.c.
/ / p /
See Sheet A-3
+/— 47.2
FL9777.7
Underlaymaentng
SeeChity Tile
Oel
Owens Corning
SELF ADHERED AND BACK NAILED 0 12" O.C.
See Sheet A-3
+0/— 142.5
a id fal
Roof Plan
scale: 1/8" = 1'-0"
Roof Trusses
24"a. c.
Drill & Epoxy
All Tread Rod
In Concrete
F W/5/8"0
THREAD ROD
> (22) 1Od
10'—ill
�
Zx4 Stud Below Girder
E{t
2x4 BLOCKING
0 MID HEIGHT
804G GIRDER BEARING DETAIL
At Garage Side If Applicable
manufactured roof
es 2'-0" D.C.
min.
ywall cieling
galvanized metal track or
top plate
ywall both sides
metal studs or 2x4 wood
i spaced 0 24" o.c.
board (typ.)
galvanized track or 2x4
1 PA. bottom plate
Y uiick concrete slab (2500 psi) with
fiber mesh over vapor barrier over clean
compacted termite treated soil
TYP INTERIOR NON LOAD_
BEARING WALL SECTION_
SCALE
MGT W/5/8"O
ALL THREAD ROD
AND (22) 10d
10'-1"
(3) 2x4 STUD
BELOW GIRDER
2x4 BLOCKING
0 MID HEIGHT
DRILL AND EPDXY
ALL TREAD ROD
IN CONCRETE
B04G GIRDER BEARING DETAIL
Single Stage Framing
3/8" continuous bead of
caulk (back bedding) behind
buck to prevent liquid passage
set flange in continuous -
bead of caulk across the
entire face of buck
stucco finish -
perimeter caulk
RECEIVED
OCT 2220111
Permltting B°R�rtment
St. Lucie County
CBS
c n .
d a ° XA
Attach p.t. bucks —/
with 8d coil nails at
12"o. c.
Typ. Alum. window —
jab or sliding glass
doomr jamb
NOTE: Method of attachment and
waterproofing procedures are the
same at poured concrete sill.
Gunable sealants shall comply with
ASTM C 920 Class 25 grade or
greater for proper joint expansion
and contraction
Typical Window & S.G.D
Includes Buck Attachment Method
Min. 1 1/4" embedment
at windows and min.
1 1/2" embedment at
sl. gl. doors
1/2" drywall
- 1/4" max. struct. shim
caulk
attach as per
manufacturers
product approvals
Jamb Detail at CBS Wal
DESIGNED TO MEET THE REQUIREMENTS OF
FBC 2017 SECTION R703.4 ' FLASHING"
Alum. window
frame
3/8" continuous bead of —
caulk (back bedding) behind
shim to prevent liquid passage
1/4" struct. shim
set flange in continuous —
bead of caulk across the
entire face of buck
perimeter caulk
stucco finish —
Gunable sealants shall comply with r I a 4
ASTM C 920 Class 25 grade or
greater for proper joint expansion
and contraction
precast
conc. sill
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
corrosive resistant
Tapcon concrete
Brews installed as
specified in window
manufacturers product
approval
window sill
IE
Typical Precast Conc. Sill Detail
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIMLITY OF THE
CONTRACTOR OF RECORD
BY
-t Lucie Count�
9
>1 �
sT. L c COUNTY BtTILDr'G Dr-tS
REVIEWED FOR CO CE
REVIEWED
DATE 4gjyea� �-�
PLANS Al ,"Ll MUST BE KEPT ON JOB
4L- Nii < S?ECTION WILL BE NIADE.
File Copy
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