HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: CANNED
loi���� BY
DATE FILED: S Lucie County
REVISION FEE: -7
COUNTY
F L 0 R I D A
RI
LOCATION/S{TEGGortez
ADDRESS:
2. DETAILED DESCRIPTION OF
REVISIONS:
3, CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: _
BUSINESS NAME:
QUALIFIERS NAM 6 South US71
ADDRESS: c ucle
CITY:
PHONE (DAYTIME)
4, OWNERBUILDERINFORMATIC
NAME: Wynne Building
ADDRESS:
CITY:
PHONE: (77218� 78=5513
5. A1cLnIM« X/�•BRADEN &
NAME:
ADDRESS:
CITY: 41i TART
PHONE (DAYTIME): 772
Revised 07/22/2014
PERMIT # 1712-0734
RECEIPT #
ANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578
FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
FILE COPY
COUNTY CERT. #: 8899
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FAX: 7 56
ATE:
FAX:
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REVISION
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RECEIVED
JUN 0 t 7010
Permitting Departmem
St Lucie County
12
SLOPE
8'-1" T.O.B.
Gulf Coast Supply and MFG 5v Crimp Metal roofing I L #11651.12
26 ga. 5v crimp metal roofing attached to plywood neck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max skating over A5TM D
(type 2) 30 lb Felt underlayment installed with min. 41 side laps and 6" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6" o.c, at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL MI651.12
24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb Felt underlayment installed with min. 4' side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
12
� OPE 4
RECENED
BCANNEL JUN 01 1018
BY Permitting Department
St. Lucie County
St Lucie County
REVISION
8'-I" T.O.B.
2',
12„
O.H:O.H. H. H.
® Fc tucc thick fight textured
stucco on t pical concrete 5/8" thick x 8"w cut O
block onstructhon coral finished stucco bands
0'-0' = Finished Floor
O'-O" =Finished Floor
La - - - - - - - - q�.
'0`00L
5/e" thick x 8"w cut Finish Columns with 5/8" thick light textured Finish Columns with
coral finished stucco bands 5/8" thick cut coral stucco on typical concrete 76"' 5/8" thick cut coral
finished stucco bands block construction finished stucco bands
LEFT F.LEVATION REAR ELEVATIONSCALE: 1/4" = 1'-0" ELEVATION NOTES: SCALE: I/4" = I'-o" FILE COPY
- Overhangs at 1'-0" unless otherwise noted on Roof Plan
� - Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
Roof pitch at 4:12 unless Otherwise noted 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1,5"
_ wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
Gulf Coast Su I and MFG 5v Crimp Metal roofing FL #116il.12 Ang changes to this plan shall be submitted t0 the architect (type 2) 30 Ib felt underlayment installed with min. 4 side laps and 6" and
PP 9 P g laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails
26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" for approval ov a I I n writing I t I n prior Or t O starting r t I n construction. S t r U C t I On . spaced 6" a.c. at all laps and two staggered rows 12" o.c. in field. Attach
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D p p g p deck to trusses all attachment detail staggered
this sheet
(type 2) 30 Ib felt underlayment installed with min. 4 side ]bps and 6 end Return ALL Stucco Bands Into Window or Door. laps fastened with corrosion resistant tin caps and with 1.25" firing shank nails -
/ spaced 6" o.c. at all laps and two staggered rows 12' o.c. in field. Attach
Zed
trusses using attachment detail on this sheet I \
1
5/8" thick x 8"w cut
co aT finished stucco bands
M-0
12
SLOPE 4
5/8" thick light textured /
stucco on typical concrete
block] construction
-- - - - - - - - - - - - - - - - --
RIGHT ELEVATION
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors,
1Bndowe & Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model #
Manufacturer
Glass
Attachment method
E 9uation
Design Pressure
of Approved Teats
1,2,3
t4
FLU 239.3
Single Hun
g g
SH-100
Impact
PGT
ilia. tapeor�s w/ min. 1 3/8" penetration to be
spaced per product approval. Contractor shall adhere to
min. edge distances specified inProduct approval
+ Sob PSF
-
A
14-0330.02
Overhead
Garage Door
Model 824/811
9', 4°"max, width
IL -O max height
DAB
ens. "�dr`�'�y+�s;R',� �4}n. Knnnn, i'M5,�y".k'� �sr"t`
$> s�rr : P"s/"e %w r6r..�dd'fs ...gg m ...w rack.[ mnt�ns
inn. d La file. a.t�na. - GG I..eriete %ii.r. c. oral., smirwd
10-9-21
+ 5010/-60.0 sf
p
B
FL# 14414.1
Fiberglass
De h Pro/
gimSliding
Jeld-Wen
Woo 1/4' dia. tapcon with min 1.25" embedment at 3' max
from corners and n.5" sic. max, thereafter in head and jambs.
+ 50.0 PSF
C
FLU 251.5
g Glass
Door
Series 110
SGp
PGT
I" nom
Type "GSA"
1/1" dia. tapcons w/ min. 1 3/4C" penetration to be
spaced psi. product approval. ontractor shall adhere to
min. 2 I/2 edge distances specified in Product approval
± 60;.0 PSF
Product
NOA/FL
NUMBER
Model III
Manufacturer
Attachment Method
T�EEgg
Expiration
Date
Design Pressure
of Approved Teats
MullionsInetell
FLU 261.1
1" x 2 3/4'
x .315'
PGT
per fastener type and spacings shown in Table IA and IB
in product approval on sheet 5 or 22.
+ 68.0 PSF
Roof
FLU 11651.12
5V Crimp
Metal Roofing
Gulf
and
Coast Supply
manufacturing
2L pa. Sy crimQ metal roaring attached to plywood deck using 99 x 1.5'
Iu screws with sell sealing washer at 12' c.c. max abating over ASTM D
(type 2) 30 Ib felt underlayment installed with min. 4 side laps and V and
laps fastened with corrosion resistant tin ceps and with 1.25" ring shank nails
spaced L° c.c. at all laps and two staggered rows 12" c.c. in field. Attach
dock to trusses using attachment detail on rod plan
- IQ8.5 PSF
Siding Stucco on Block
Model T4 12" vented Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using +55.0/-35,0 PSF
Soffit FLU 12198.3 Vinyl Soffit Kaycan 48 x 3" wood screws at each truss. Install soffit to battens using
0 12" dia. x 1.5" Iona ring shank nails with 3/8" 1 a- head -
Hurricane
Panels
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record
SCALE: 1/4" = 1'-0"
a
2"
8'-I" T.O.B.
❑ ❑
I �Q a
5/8" thick x cut
coral finished stuccoo bands
-0' =111s had Floor Jk Finish Columns with 5/8" thick light textured
000040004*0, 1V 5/8" thick cut coral stucco on typical concrete
finished stucco bands block construction
FRONT ELEVATION
2" x 4" top plate 11
1/2" drywall ceiling on truss bottom cord
1/2" drywall on
2" x 4" studs at IL" o.c.
base -board � 11 11 ,, 2" x 4" P.T. bottom plate
4" concrete slab with fibermesh
OR
CxV #10/10 WWM on 6 mil Visqueen
over
clean compacted termite treated
fill
Interior Non -Searing Partition
nts
Braden t
Braden AIA, FA
WQnne
Building Corp.
Architects
- Planners
-fli
S.E. Coconut Avenue
THE
STERLING
11
Tel
B
: (112) 281-8258
Fax
: 11 12) 281-8283
S anish
Lakes
E-mail:
brad enaiaecomcast.net
Sp. Lucie Count Florida
r,+,,.rr+ 3=1
SLA�IGL ttAAr`nnnn77
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using 8d nails_ Substrate
to be 19/32" CDX PI wood nailed at 6" o.c.
in field and edges with 10d ring shank galvanized
nails into truss webbing.
12
SLOPE 4
SCALE: 1/4' = 1'-0'
5/8" thick x 8"w cut
coral finished stucco bands
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate
Mean Roof Height: II'-0" Roof Pitch: 4.12
Internal Pressure oe icisnt: ±0_18
SubJectability to damage from. Weathering: Negligible Termites: Veru Heavu
Width of Roof End Zone: V-4" Wind Speed: 165 mph ultimate
Wind Exposure Classification: C 1.21 x O.6 = 0.124
Adjustment factor for Exposure Height: ASD design
Load Combination: ASCE 1-10 Section 2.4 DL+LL. DL+O.6WL. O.6DL+O.LWI_
Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 pat
Roof Zone: 2. +20.6/-51.0 pet
Roof Zone: 3. +20.6/-84.0 psf
Components t Cladding Wall End Zone Width: 3'-4"
Components E Cladding in Pressure INET> Wall one: 4. +35.8/-38.1 pet
Wall Zone: 5. +35.8/-41.8 pat
Components E Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pat
Shear Walls Considered for Structure? yes
Continuous Load Path Provided?``(Cil
Are Components an Cladding Dogs Provided?Yes
Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X By Test: psi
SEE PRODUCT APPROVAL F R IMPACT PRO ECTION FOR O E ING
ROOF LIVE LOAD: 31 pot ROOF DEAD LOAD: 10 pot
FLOOR LIVE LOAD: -15- oaf FLOOR DEAD LOAD:-l.9__ pat
JOB ADDRESS: \ C g_\�e`Z--
MODEL:
Date Drawn
Revisions
5-24-18
REAR
Drawn by:
PORCH
RIGHT
C.C.U.
Checked bg:
D.R.B.
0 = Roof Zone I
Walls Zone 4
® = Roof Zone 2
Wells Zone 5
END ZONE
= Corner Zones
Roof Zone 3
Sheet Comm #
16-301
OF 5