HomeMy WebLinkAboutREVISION, 1710-0505OFFICE USE ONLY:
DATE FILED: 1 Y
REVISION FEE:
1. LOCATION/S%1, if
ADDRESS: 79 C'o
PERMIT # 1710-0505
RECEIPT #Z�/
RECEIVED
PLANNING & DEVELOPMENT SERVICES MAY 3.12018
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE permitting Department
FORT PIERCE, FL 34982-5652 St. Lucie County
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
3.
4.
5.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAM, lvl� i 1111
ADDRESS: U South U�wy-i
CITY: Fort Nt. LUCie
PHONE (DAYTIME):
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
Wynne Building Corporation
(772)878-5513
ARCHITECT/ENGINEER INFORMATION:
NAME: BRADEN & BRADEN
ADDRESS:
CITY:
PHONE (DA
Revised 07/22/2014
SIAIE:
FAX:
SPATE:
rear of
COUNTY CERT. #: 8898
FAX: (772)878-7656
FAX:
ZIP:
REVISION
FILE COPY
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RECEIVED
REVISIO;,qInin Lu
county
FILE COPY
12"
GuIP Coast Supply and MPG 5v Crimp Metal roofing FL #IIG51.12
2L ®a. 5v crimp metal roiling attached to plywood deck using #9 x 1.5"
wood screws wish self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 Ib felt underlayment installed with min. 4 aide laps and L" end
laps Fastened with corrosion resistant tin caps and with 1.25" ring shank Wads
spaced 6 o.c. et all laps and two staggered rows 12" o.e. in field. Aitaeh
deck to trusses using attachment detal on this sheet
12
4 1 SLOPE
COVERED Lam.
PORCH O O
I I
-------------------
Finish Columns with coral 5finished lCstuccol,bands
5/8" thick cut coral
finished stucco bands
LEFT ELEVATION
SCALE: 1/4' - 1'-O'
Gulf Coast Supplg and MFG 5v Grimp Metal roofing FL #IIG5L12
26 ga. 5v crimp metal roiling attached to plgwood deck uamg #9 x 1.5"
wood screws with self gosling washer at 12" o.c. max spacing over ASTM D
(tgpe 2) 30 Ib Feit underlagment metalled with min. 4 side laps and L" and
laps Fastened with corms m remstant tin caps and al th 1.25" ring shank Wads
spaced L od et all lapa and two ateggered rows 12 o.c. in Pseld. Attach
deck to trussea using attachment dotal on this sheet `
5/8" thick light textured
stucco on typical concrete
block construction
12
SLOPE 14
EGRES PER D
0'-0" = Finished Floor
a- IN "all a am 0000040
5/8" thick light textured
stucco on typical concrete
block construction
RIGHT ELEVATION
SCALEr 1/4' - F-Om
-
---------- - - - - --
Product Approval Submittal Affidavit
Qohedrilm Hoosa, e..rnmed Haas.,
sins Hoof.,
11111ladoemm t s><�lighlsW
opentng
T7pe
NOA,/l'L
NUl®S[t
Product
1[odel �
Yanssfaatta+s
clew
Attachment method
tie.
Date
Design Premature
of Approrsd Teets
1.2.3
94
FL# 239.3
Single Hung
SH-100
Impact
PGT
tW�e/ or, 13/lg coactor 2 �o �e
apace per pr apprevd. Coroductor oil a hors to
inn. edge dmtences speafsWd m Product approval
+ 80.0 PSF
-
A
I4-0330.02
Overhead
Garage Door
�Moc�lelm82wiQVI
IL'- max lunght
DAB
��. sae ^
10-9-21
+ 50.0/-L0.0 psf
B
FL# I6L14.1
Fiberglass
Smooth Pro/
Jeid-Wen
Hlco I/4' dig topc With am 1.25' embedment at 3' max
Iran cornen andii°a�'' oc. mint thereafter m head and jambs.+
50.0 PSF
C
FL# 251.5
Sliding Glees
Door
Series 110
SGD
PGT
I" nom
Type "G5A'
I/4' �ya. tico�s t inn. I / ' scree W
spaced aer prpauct giprova � rector s�isll a hero to
inn. 2 I%S' • distances a led m Product approval
± 60.0 PSF
Produlit
NOA/FL
NUN=
Model /
Mmufactur"
Attachment Method
Ds` te
ign Pressure
of AppPror"d Tests
Mullions
FLU 261.1
1' x 2 3/4' x .316'
PGT
Install per fastener type and spas shown in Table IA and US+
in product approval on sheet 5 or 22.
_ 58.0 PSF
ROOF
FL# 11651.12
5V rim
G p
Metal Roofing
Gulf
and
Coast Supplg
manufacturing
2L 5v metal roofing attached to plywood dock uwng a9 x 1.6'
Woa� rem wilt i "if sealing wAsr at 12' ox, max apecmg over ASTM D
(tgpa 7) 30 m relt underlagaont mmteiled with W. 4 ade laps and V and
lssappps fas4ned with c aopmon resistant tin cadpsr�and with 1. 5' ring sham Halo
reck"to6truws wm8 aLtaehae t dotal -on roof plan c.c. m bald. ttach
- 108.5 PSF
Siding
Stucco on Block
soffit
FL# 12198.3
Model T4 12" vented
Vingl Soffit
Kaycan
Install using 2' x 2' battens at to o.c. screwed to sorrit framing using
#a x 3 wood screws at each trues. Install sarit to battens using
012' dia- x Lr' Iona rma shank nails with A/a" ilia- hand-
+55.0/-35.0 PSF
HurAc
Panels
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record
U
GuIP Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12
2L ga. 5v crimp metal rooling attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12° o.e. max spacing over ASTM D
It
2) 30 lb, Pelt underlayment installed with min. 4 ade laps and G" and
laps Fastened with corrosion resistant tin cape and with 1.25" ring shank nails
spaced V o.c __
et all lads and !To
�sta�goredurows� 12" o.c. in held. Attach
5/8" thick x 8% cut stucco on typical concrete
coral finished stucco bands block construction
REAR ELEVATION
SCALE: 1/4' - 1'-0'
5/8" thick x 8% cut'
coral finished stucco bands
2" x 4" top plats 11
1/2" drywall coiling on trues bottom cord
1/2" drywall on
x 4" studs at IL" o.c.
base -board -�. II II / 2" x 4" P.T. bottom plate
12
4 1 SLOPE
4" concrete slab with Pibermesh OR
L"xta' #10/10 WWM on G mil Visqueen over
clean compacted termite treated
Fill
Interior Non —Bearing Partition
nts
Braden t
Braden AIA, PA
Wynne
Building Corp.
Architects — Planners
411
S.E. Coconut Avenue
THE
WINDS(
I�
Tel
(112) 281-8258
Fax :
(112) 281-8283
5 anish Lakes
E-mail:
bradenaiamcomcast.net
S . Lucie
County Florida
Stuart. FL
3499L #AA OOOO 2
Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12
2L ga. 5v crimp metal rooting attached to plgwood neck using #9 x 1.5"
wood screws with salt sealing washer at 12' o.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 side laps and V and
Zaps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
epaced 4 o.c. at all laps and two ata gered rows 12 o.c. in field. Attach
deck to trusses using attachment deta� on this sheet
RECEIVED
MAY 31 7010
mitring Department
St. Lucie Count,
REVISION
FILE COPY
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one lager of 15 lb felt using 8d nails. Substrate
to be 19/32" CDX Plywood nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
FRONT ELEVATION
SCALE: 1/4' - 1'-0'
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; nth Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Categoryg� 11 Wind Velocity: ILS mph ultimate
Mean Roof Height: Rod Pitch: 4:2
Internal PressureCoefficient- f Q_le
Subjectability to damage from: Weathering: Negligible Termites: Vern Heavu
Width of Rod End Zone: 3'-4' Wind Speed; IL5 mph ultimate
Wind Exposure Classification: C 1.21 x O.L 0.�2L
Adjustment factor for Exposure Height: ASD deal n
Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: OADL+O.1, L
Components t Cladding Wind Pressure (NET) Rod Zone: I. +20.L/-32.L psf
RR Zone: 2. +20.L/-51.0 pal
R Zone: 3. +20.0-84.0 psf
Components t Cladding Wall End Zone Width:'_4•
Components t Cladding Wind Pressure (NET) Well Zoonnee: 5. +38.8% 4'81.8 pat
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pat
Shear Walls Considered for Structure? Yea
Continuous Lased Path Provided? YYeeaa
Are Components an Cladding DartaT Provided? Yes
Minimum Sal Bearing Pressure:2500 pal. Presumptwe: X BBB TeapM
ROOF LIVE LOAD: All psf ROOF DEAD LOAD: t0 psf
JOB ADDRESS: <)C� C
Model: Date Drawn Revisions
REAR Drawn
5-23-I0 Garage floor slope and
Drown bg: amok: detector revision
PORCH c.c.u.
LEFT Checked by:
D.R.B.
- Rod Zase I
Ways Zone 4
Ott ;oRcof Zone 2
Its Zone END ZONE
Roo' Zooneer Z3 s
Sheet Co
1�-158
Impact
OF 5