HomeMy WebLinkAboutREVISION 5-30-18OFFICE USE ONLY:
DATE FILED: 30
REVISION FEE:
1.
LOCATION/SITE45 Ama ola
ADDRESS: 14S p
PERMIT # 1712-0707
RECEIPT #� 6�'
RECEIVED
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION MAY 3 0 7018
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652 Permitting Department
(772) 462-1553 FAX (772) 462-1578 St. Lucie Count,
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
Building
ST. LVCIE COUNTY CERT. #: 8898
BUSINESS NAME:
ton
QUALIFIERS NAMEb South U u1 e
�80000 wy'
ADDRESS:
CITY: Fort St. Lucie STATE: ZIP: 3495
PHONE (DAYTIME):
FAX: �6
4. OWNERBUILDER INFORMATION:
Wynne Building Corporation
NAME:
ADDRESS: 8000 SouthHwy. I Suite
CITY; Iuciu
STATE: FL ZIP: 34952
PHONE: (777) 878-5513
FAX: (772) 878-7656
5. ARCHITECTBNGINEER INFORMATION:
NAME: BRADEN & BRADEN
ADDRESS:
CITY: STUART
PHONE (DAYTIME): (772) 287-8258
Revised 07/22/2014
SCANNED
�Ay
�1J t COUNTY
FL ZIP:
FAX:
REVISION
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RECEIVED
MAY 3 0 2018
Permitting Department
GuIP Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
2L ga. 5v crimp metal roofing attached to plywood seek using #9
wood screws with self sealing washer at 12" o.c. max .pacing over ASTM 0
(type 2) 30 Ib felt underlagment installed with min. 4 aide laps and L' and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L" o.c. at all laps and two staggered raua 12" o.e. in field. Attach
deck to trusses using attachment dated on this sheet
5/8" thick light textured
12
stucco on typical concrete
4 1 SLOPE
block construction
Finish Columns with 5/8" thick x 8% cut
5/8" thick cut coral coral finished stucco bands
finished stucco bands
LEFT ELEVATION
SCALE. 1/4' - 1'-0'
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
26 ga. 5v crimp metal roofing attached to plgwood 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' and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L 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
,SPPE1 4
EGRES 1. EGRES PER D
w.
^------- -----------------------------------0'-0'=Finished Floor
RIGHT ELEVATION
5/8" thick light textured
stucco on typical concrete
block construction
MUORLE: I/T- M I.—V-
Gulf Coast Supplg and MFG 5v Crrmp Metal roofing FL #11651.12
2L ga. 5v crimp In roofing attached to plywood deck using #q x 1.5"
wood screws with aelF sealing washer at 12° o.c. max spacing over ASTM D
(type 2) 30 % Pelt underlayment installed with min. 4 aids laps and L" end
lap: fastened with corrosion resistant tin caps and with 1.25" ring shank nails
paced 6" o_c_ at -all laps and twoJ:tgeredLrows 12` o.c. In field. Attach
RECEIVED
MAY 3 0 antg
Permitting Department
St. Lucie County
5/8" thick x 8"w cut stucco on typical concrete
coral finished stucco bands block construction
REAR ELEVATION scANNEP
Y
SCALE: 1/4' - 1'-0' =T L0CIB r`611MTV
REVISION
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12
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 spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 side laps and V and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
s aced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach
dock to trusses using attachment detail on this sheet FIL � a g -� COPY
10
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 Plywood nailed at V o.c.
in field and edges with IOd ring shank galvanized
marls into truss webbing.
12
4 SLOPE
5/8" thick x 8"w cut
coral finished stucco bands
2" x 4" top plate I ' 1/2' drywall coiling on truss bottom cord
I/2" drywall on
x 4" studs at 16" o.c.
base -board II II / 2" x 4" P.T. bottom plate
\ 4" concrete stab with Prbermash OR
VA, #10/10 WWM on L and Viaqueen over
clean compacted termite treated fill
Interior Non -Bearing Partition
Braden t Braden AIA, PA
Architects — Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
E—marl: bradenala9comcast.net
W�}nne Building Corp.
THE WINOSO
Danish Lakes
. Lucie County Florida
FRONT ELEVATION
SCALE. 1/4' - 1'-0'
8'- " B ARIN
r —
• •grim/I
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
i=(arils Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading
Buddxre Design ia: Enclosed Risk Category II Wind Velocity: 165 mph ultimate
Mean Root Height: IIII' OO' Roof Pitch: 4.12
Internal Pressure ant: to -is
Subisictabilitil to damage from: Weathering: Negligible Termites: Vern Heavu
Width of Rod End Zone: 3'-4■ Wind Speed: IL5 mph ultimate
%ind Exposure Claalut►cu�ion: 1.21 x O.6 = O.'126
d,Nntment factor for ExpwurC r Height: AND dew
Load Cosbinatw a ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.6 L+01 L
Components I Cladding Wind Pressure (NET) Roof Root Zone.
. 2. +2p0.6/-3 6 pal
=Zone: 3. +ZO.6/-84.0 psi
Components t Cladding Wall End Zone Width: 3'-4_
Components I Cbddulg Wind Pressure (NET) Well Z�: 5.+35.S/-4i.e pal
Components I Cladding Wind Preiaaure (NET) on Garage Door: +32.0/-40.3 Pat
Shear Web Considered for Structure? Yes
Contlrsicas Load Path Provided? YYeeaa
Are Component& an Cladding Doted s Provided? Yes
Minrmu m Sal Bearing Pressure:2-900 bar. Presurotuve: X Bu Test: eau
ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 pat
Rod Zoe I
Ways Zoe 4
tLLrt Walb Zonne 55 Zone 2
END ZONE
Corner Zama
Rod Zones
JOB ADDRESS:
Model: Date Drawn Revision& Sheet Comm #t
REAR 3-28—I8 5-23-18 Garage floor slope and
Drawn by: smoke detector revision
PORCH C.C.U. 15-158B
LEFT Checked bg: Impact
D.R.B. or- 5