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Finish Columns with
1/8" thick cut coral
inished stucco bands
12
SLOPE
Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12
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
(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
1uI
5/8" thick x 8"w cut
coral finished stucco bands
LEFT ELEVATION
SCALE: 1/4' = 1'-0'
Gulf Coast Supply end MFG 5v Crimp Metal roofing FL #IILSI.I2
26 ga. 5v crimp metal roofing attached to plywood deck using #q
wood screwa with aelF sealing washer at 12" o_c. max apoc,ng over ASTM D
(type 2) 30 lb felt underlayment installed witfi min. 4 side Zaps and 6" end
laps fastened with corrosion resistant tin caps and with I.25" ring shank nails
s aced 6" o.c. at all laps and two staggered rows 12" o.c. infield Attach
dpeck to trusses using attachment data on this sheet
Q
5/8" thick light textured
stucco on typical concrete
block construction
12
SLOPE 4
Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12
26 ga. 5v crimp metal roofing attached to plywood deck using 49 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 6" 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
`fLr6
1 / 5/8" thick light textured
5/8" thick x 8"w cut stucco on typical concrete
coral finished stucco bands block construction
REAR ELEVATION
12
SLOPE 14
SCALE: 1/4" = 1'-0"
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
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
(type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" 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
a°
a,. 2„
"H' PER 17 O. ,H, EGRESS .
5/8" thick x 8"w cut IT
coral Finished stucco bands 3 3
— ------------------------------------- — -- — — -- -o" —
5/8" thick light textured
stucco on typical concrete 5/8" thrck x 8"w cut
block construction coral finished stucco bands F R O
RIGHT ELEVATION
SCALE: 1/4' = 1'-0'
2" x 4" top plate 1/2' drywall ceiling on truss bottom cord
1/2" drywall on
2" x 4" studs at 14" o.c.
base —board ----\ 11 11 i 2" x 4" P_T_ bottom plate
\ 4' concrete slab with f,bermesh OR
VxV #10/10 WWM on 6 mil V,squeen over
clean compacted termite treated fill
Interior Non -Bearing Fartltlon
Braden It
Braden AIA, FA
Architects - Planners
411
S.E. Coconut Avenue
Tel
(112) 281-8258
Fax
: (112) 281-8283
E-marl:
bradenaia®comcast.net
Stuart. FL
34994 #AAC000032
Wynne Building Corp.
THE ROYALE
Spanish Lakes
St. Lucie County Florida
14010204
IN qqq
RECEIVE,
MAY 31 10
Permitting Depart
Si" Lucie Coun
REVISIOP
FILE COPY
-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" COX PI wood nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12
SLOPE 14
C,' ICI 'O71 lid i�
2'-2"
T ELEVATION
SCALE: 1/4" = 1'-0"
'i
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSINI
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING COR
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
PERMITTING INFORMATION (FORM 100)
Florida Budding Code Residential: bth Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Category II Wind Velocity: 1L5 mph ultimate
Mean Roof Height:lL-Q" Roof Pitch: 4.12
Internal Pressure Coefficient. ±0.18
Subjectabdity to damage from: Weathering: Negligible Termites: Veru Heavu
Width of Roof End Zone: 3'-4" Wind Speed: IL5 mph ultimate
Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASD design
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; OA.DL+O.4WL
Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 pat
Roof Zone: 2. +20.6/-51.0 psf
Roof Zone: 3. +20.4/-84.0 psf
Components t Cladding Wall End Zone Width: 3'_4"
Components t Cladding Wind Pressure (NET) Wahl one: 4.+35.8/-38.1 psf
Wall Zone: 5. +35.8/-41.8 psf
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Pat
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided?y�es--
Are Components an Cladding Deis Provided? Yea
Minimum Soil Bearing Pressure:2 500 psi. Presumptive: X Big Test: psi
SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENING
ROOF LIVE LOAD: _31 psf ROOF DEAD LOAD: 10 psf
FLOOR LIVE LOAD: _±5__ Pat FLOOR DEAD LOAD: 10 psf
Yr IROATH
= Roof Zone
Walls Zone 4
EM = Roof Zone 2
Walls Zone 5
END ZONE
S = Corner Zones
Roof Zone 3
JOB ADDRESS:
MODEL:
GARAGE
RIGHT
Date Drawn
3-28-18
Drawn by:
C.C.U.
Chocked bg:
D.R.B.
Revisions :
5-23-18 Smoke detector revision
Sheet I Comm z
OF 5