HomeMy WebLinkAboutbuilding plan revisionGuilt Coast Supply and MFG 5v Crimp Metal roofng FL #1101.12
2L ga. 5v crimpp metal roofing attached to plywood deck using ir9 x 1.5°
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 21 30 lb felt underlegment installed with min. 4 side laps and L" and
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
e aced L" o.c. at all lee and two staggered rows 12' o.c. in field. Attach
.L +.. +.,..�. ...,... .l'+.A. d—+ l .. +L.. .L.m+
5/8" thick light textured
stucco on t9pical concrete
block construction -7 1=0
Finish Columns with
5/8" thick cut coral
finished stucco bands
RIGHT ELEVATiON
12
4 1 SLOPE
5/8" thick x 8"w cut
coral finished stucco bands
SCALE: 1/4' - P—O'
Gulf Coat Supply and MFG 5v Crimp Metal roofing FL #11651.12
L ca. 5v crime metal roohno attached to eluwood deck usina #9 x 1.5'
woos screws with sere
seaung washer at 11
o.c. max spacing
over ias in o
(type 2) 30 lb felt
underWgment 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 raja 12 o.c.
in field. Attach
deck to trusses using
attachment deter on
this sheet
Flom
I`
ELEVATION MOTES:
Gulf Coast Supply and MFG Sv Crmp Metal rooPing FL >FIIi51.12
2L ga. 5v crimp metal roofing atteehed to plywood lack using tr9 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 ode laps and V end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L" o.c. at all lapa and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
vz v 6111%.w c.uL L.vi ai sLucco on Lypicai concrete
finished stucco bands block construction
REAR ELEVATION
- Overhangs at 1'-0" unless otherwise noted on Roof Plan
- Roof pitch at 4;12 unless otherwise noted
- Any changes to this plan shall be submitted to the architect
for approval in writing prior to starting construction.
- Return ALL Stucco Bands into Window or Door.
12"
5/8" thick x 8"w cut
3 coral finished stucco bands 3
5/8" thick light textured
stucco on typical concrete
block construction
= F — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
LEFT ELEVATiON
SCALES 1/4' - P—O"
2"
5/8" thick x 8"w cut --�
coral finished stucco bands
2" x 4" top plate 11
`1/2' drywall ceiling on truss bottom cord
I/2" drywall on
2" x 4' studs at 14" o.c.
base —board 11 1 / 2" x 4" P.T. bottom plate
\ 4" concrete slab with ftbermash OR
OW #10/10 WWM on L mil Visqueen over
clean compacted termite treated fill
interior Non -Bearing Partition
nts
12
4 1 SLOPE
SCALE: 1/4' - r—O'
Gulf Coast Supply and MFG 6v Crimp Metal roofing FL #1101.12
2L ga. 5v crrmp metal roofing attached to plywood clock 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 V and
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach
lack to trusses using attachment detail on this sheet
5/8" thick light textured
stucco on typical concrete
block construction
FRONT ELEVATION
ISION
/8" thick x 8"w cut
)ral finished stucco bands
RECEIVED
JUN 01 2018
Permitting Department
St. Lucie County
FILE COPY
1/8' Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using Bd nails. Substrate
to be 19/32" COX Plywood nailed at L" o.c.
in field and edges with iOd ring shank galvanized
nails into truss webbing.
SCALE: 1/4' - 1'-0'
5/8" thick x 8"w cut
coral finished stucco bands
Finish Columns with
5/8" thick 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: Lth Editwn and ASCE 1-10 for Wind Loading
9mlding Deagn is: Enclosed Risk Category. II Wind Velocity: 165 mph ultiaate
Mean Root HeighIr t: -O• Root Pitclu
JA2
ptycr
internal Pressure Coefficient. tQ.18_
Sub lactabihty to damage from: Weathering Nftkd&w Tel aiteae Vero Heava
Width of Rod End Zone: V-4' Wind Spee : mph ultimate
Wind Exposure Classification: C
>
Adjustment factor for Exposure Height: 1.21 x OA - 0.124 AgQ st�pp��tt
elz
Load Combination: ASCE 1-10 Section 2.4 DL+LLs DL+O.LWL; O.i
/-3?.L
Components t Cladding Wind Pressure (NET) ;ad ZZone: 1 +3OO..iL/—
�.
oil one: + pps1
O
Rod Zones 3. +20.L/-84.0 pd
Components t Cladding Wall End Zone Width: 3,-4•
3 Components t Cladding Wind Pressure (NET) Papat
ZZo 6.
� w�ia :or I
well i +35 8/-418
Components t Clatiding Wind Pressure (NET) an Garage Door:+32.0/-4OZpst
Shear Walls Consdared for Structure? ]raa
- Root Zane 2
Ccnbnuais Load Path Provided?
Ways Zone 5
Are Components an Cladding D� Provided? Yes
END ZONE
Minimum Sal Bearing Pres ure: si, Presumptive: X 15Tests psi
SEE RODUC P ROVAL is R _IMPAC:T_PItOTKCTF0N F R O E IN S
- Corner Zones
Rod Zane 3
ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 psf
FLOOR LIVE LOAD. Ai- Dd FLOOR DEAD LOAD:_1SZ pat
JOB ADDRESS: \�---,)(
1;_�I CC\_ c