HomeMy WebLinkAboutBUILDING PLANSGulf Coast Supply and MFG 5v Crimp Metal roofing FL 1*11461.12
26 ga. 5v crimp metal roofing attached to plywood deck using A 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
Igpscefastened with corrosion resistant tin caps and with 1.25" ring shank nails
Lpad 6" o.c. at all laps and two staggered rows 12" o.c. i Attach
deck to trusses using attachment detail on this sheet
u1
Iml
12
SLOPE 14
5/8" thick light textured
stucco on typical concrete
block construction
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T_ - - - - - - - - - -
5/8" thick x 8"w cut
coral finished stucco bands
FILE COPY
ST. LUCIE COUI
REVIEWED FOR
REVIEW
DATE T.
Y
PLANS AND P
SITE OR NO IN:
6 (,`j3
,DING DIVISION
r Be KEPT ON JOB
(S) WILL BE MADE
LEFT ELEVAT10N
fi�IG�-IT ELE\/,4TION
SCALE: 1/4" = 1'-0"
Gulf Coast Supple and MFG 5v Crimp Metal roofing FL #IIL51.12
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 underlayment installed with min. 4' aide laps and 6" end
aps 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
stucco on typical concrete
block construction
SCALE: 1/4" - 1'-0"
Opening
Type
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights
NOA/FL product Model Manufacturer Glass Attachment method
NUMBER #
TTEE
Exsuation
Date
Design Pressure
of Approved Tests
1,2,3
t4
FLU 11499.2
Single Hung
Series 185
Mi Windows
And doors
L x gpcons W mi❑. Caan ton et _Z
ran each co ner end L o.c. tlmreelter thra Pgh T Buck into w d
filled CMU wall maintaining min 2.5' edge distance m ante adherence
to the product approval.
+ LO oaf
A
I1-1108.30
Overhead
Garage Door
Model 824/811
9'-4 max. width
IG'-O" max height
DAB
x "< ta<oncrets = wt fie <.
a 1. n. v.n. wag s/e' x r Nnti tc sie.ve encno* se s' ".<.
nh Lyy5' de. u,e.iy�. yit em '1' wigs deterc". In.`aM trek -, buck
I GAL' x I detainee va
ee tk rid leg ante m .ee brat a t approval
sin. d /1 edge wt 06,e - n gt Nnctly edMn to product epprovd
r • r r , fte.
10-G1-21
+ 50.0/-60.0 psf
B
FLU IL6l4.1
Fiberglass
Smooth Pro/
Jeld-Wen
Elco 1/4" die, tapcon with min 1.25' embedment at 3" max
from corners end n.5" o.c. max. thereafter in head and jambs.
+ 50.0 PSF
C
FLU 15332.2
Sliding Glass
Door
Serves 420
MI Windows
and doors
L i x pcons Ini. Denetration at G max.
rom aec'li carnar end o.c. al douu le row thereafter through
PT Buck into solid hlbd CMU sell maintaining min 2.6' edge dutanu
in strict adherence to the product approval.
+ 48.2 PSF
-
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
TTEE TT
E Spiration
Date
Design
esg roved sure
PP Tests
Mullions
FLU 16353.8
CM-18531
vertical mullion
Mi Windows
and doors
For CMU we (2) I/4" x 2 3/4" tapcons with min I I/4" embedment
penetration into each Mull Clip. Attach mull to chp using (4) 410 x 1.25"
self tapping screws per clip as shown in product approval.
+ 118.9 PSF
_
Roof
FLU 11451.12
SV Cam
Metal Roofing
g
Gulf Coast Supply
and manufacturing
24ga. 5v crimp metal roofing attached to plywood deck using tt9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
itype 2) 30 lb felt underlayment installed with min. 4' side laps and G" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L o.c. at all laps and two staggered race 12" o.c. in held. Attach
deck to trusses using attachment detail on roof plan
- 108.5 PSF
Siding
Stucco on Block
Soffit
FLU 12198.3
Model T4 12" vented
Vmyl Soffit
Kagcan
Install using 2" x 2" battens at L" o.c. screwed to soffit framing using
Us x 3" wood screws at each truss. Install soffit to battens using
o.12,, ia. x 1.5" lona ring shan nails with 3/8" dia head
+55.0/-35.0 PSF
Hurricane
Panels
FI# 1501G.2
24 Gauge
Storm Panels
Global Protection
Products LLC
,
Install using 1/2" dia. solid set lead a+'chors with 114" dia.-20 x 1.5"
long 56 screw head combo. with Neoprene washer at 12 1/2" o.c.
along the bottom and la" o.c. at the top
+ 45.0 PSF
-
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record )
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL U11461-12
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 underlayment installed with min. 4' aide laps and 6" and
lops 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
4 1 SLOPE,
Finish Columns with
5/8" thick cut coral
finished stucco bands
I I ILLIL�I:
-0" = Finished Floor - - - - - - -- - ------
5/8" thick light textured
stucco on typical concrete 5/8" thick x 8"w cut
block construction coral finished stucco bands
RE,4R F_LE_V,4T10N
SCALE: 1/4" - 1'-0"
thick x 8"w cut
'finished stucco bands
L= . e
2" x 4" top plate 11
1/2" drywall ceding on truss bottom cord
1/2" drywall on
2" x 4" studs at 16" o.c.
base -board II II / 2 x 4" P.T. bottom plate
12
4 1 SLOPE
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 41145L12
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 fib 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 L o.c. at all lap" and two ataggered rows 12" ox. in field. Attach
deck to trusses using attachment detain on this sheet
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 Plgwood nailed at 6" o,c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
irii
___
-
Milano
FF_
P_
\ 4" concrete slab with fibermesh
OR
4"xL" 3*10/10 WWM on L mil Visqueen
over
clean compacted termite treated
fill
Interior Mon -Bearing Partition
nt5
Braden It
Braden AIAe PA
Wynne
Building Corp.
Architects
- Planners
411
S.E. Coconut Avenue
THE
MAJESTIC
Tel :
(-172) 281-8258
Fax :
(112) 28�1-8283
Spanish
Lakes
E-mail:
bradenal,5comcast.net
St. Lucie
County Florida
Stuart. FL
34994 UAAC000032
FRONT ELEV�470N
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; Lth Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Category: II Wind Velocity: I45 mph ultimate
Mean Roof Height: IF---D" Roof Pitch: 4:12
Internal Pressure Comment: ±O.IB
SubJectability to damage from: Weathering: Negligible Termites: Ver_4 Heav4
Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate
Wind Exposure Classification: C 1.21 x O.L = 0.126
Adjustment factor for Exposure Height: ASO design
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL: O.LDL+O.4WL
Components 1 Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.4 psf
Roof Zone: 2. +20.4/-51.0 psf
Roof Zone; 3. +20.4/-84.0 pet
Components d Cladding Wall End Zone Width: 3'-4"
Components S Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 pef
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? es
Are Components an Cladding Detai s Provided? Yea
Minimum Sod Bearing Preasure:2.500 psi, Presumptive: X By Teat: pm
SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR O ENING
ROOF LIVE LOAD: 31 pef ROOF DEAD LOAD: 10 psf
FLOOR LIVE LOAD: pst FLOOR DEAD LOAD: 10 et
Y5 2 n1AM
= Roof Zone I
Walls Zone 4
® = Roof Zone 2
Walls Zone 5
END ZONE
Corner Zones
Roof Zone 3
JOB ,4DDRESS: \\-A �'-> C�11 S\�\-Qes
Model: Date Drawn Revisions Sheet Comm 4
5-25-18
SITTINROOMG Drawn by: GE1
C.C.U. BY
_x I uee Counx
RIGHT Checked Ala:
D.R.B. OF 5
,
I
OO
Recess top L"w
Counter top - venfu type
p
plate x 3/8"d
for steel support angle
Be°
with contfactdr
PIGAL NOTES: SCALE 1/4" = 1'--0"
/•+ J p /-� C T DETAIL
l� llJ --
darted on this shaft
I: Contractor to verify ALL notes and dimensions prior to
36" high by 4" diameter N.T.S.
proceeding with Work.
steel crash post, Floor
Steel countertop support angle
. Contractor t0 STRICTLY enforce ALL OSHA Requirements,
Flan a with 4 - 3/8"
g
bolts
Install L" from each and and
one in canter of counter.
detail
Base cabinet
3. ALL 'Lumber to be used as Beam, Rafters, etc... to have
ex p anslon Into
slab (3/8"t 5O kar steel plate
aae angle
2" x 8" wood studs
a minimum 1,400 P.S.I. fiber• stress.
I/2" drywall .- ---
- ^
at IC" o.d,
4� No dissimilar 'metals to touch.
2" x B" PT wood plate
5.- ALL Concrete used for slabs shall be min. 2,500 PSI concrete,
2�2" 2°
/�"- r2"
ALL Concrete used for vertical filled cells cont tie beams etc to
KITCHEN ISLAND
FRAMING DETAIL
shall be 3,000 P.S.I. concrete and/or 4,000 P,S.I. grout mix o -
6. Drywall at ceilings shall be leveled and attached to bottom chord
---
Of trusses with SCreWS per FBC R102.3.5. 2'" Attach buck to block wall with
t-i. ALL. WOOd In contact With Concrete shall be pressure treated, O O- /4" dia. Elco conic screws with min.
I /4" penetration at 12" o.c. max
8,. ALL'',w,all dimensions are nominal and not finished Wall Or stud dimensions. and 4" max from each corner thru
Exterior face 2" x L" Pl- Buck
`.TALL plumbing fixtures to be low flow. or wan
an®a
10. Contractor to Provide Drain at water heater In accordance
with the current edition of the Florida Plumbing Code.
II. Contractor to Provide ,a 2'-8" wide door at one bathroom for 48 Wood screws thru jamb into buck
handicap accessibility requirements, 2%i' 2%" at each hinge and 15" c.c. max and
„ Detail at Door prior to door attachment
12, Lowest finished floor to be set by Governing Building Department NTS
Surveyor to Set in field. INSTALL VULKEM BLOCK SEALANT
I3,' Separation, between) residence and garage shall be per FBC R302-( ON ALL JAMB, HEADER, AND
14.Door between garage and residence shall be 1-3/4% 20 min. rated door SILL BLOCK PRIOR TO BUCK
INSTALLATION
W.H.. = WaterHeater Install windows thru buck Into
block with 3/14" tap -con with
1 1/2" penetration at 4" ox. max.
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302,9.1 from each corner and 20." o.c. max
1�. Wall apd ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior face at°h°ead tind`eld°peer and
approval
I-( All exposed attic Insulation materials Installed on attic floors shall have a critical radiant of wall - Buck to be I" x 4" PT
flux not less than 0.12 watt per square 'centimeter. Exposed foam plastic insulation varies
I: materials exposed on the underside of the roof deck or on the attic walls shall comply
with F.B.Q,' 'R316 - see permit info box of code edition
' r
18. G psum board material shall, conform to ASTM C36, C79, C475, C514, C630, C931 x4" P.T.Buck nailed to
C6O, C1002, C1o47,CII77, C1178, C1278, C1395,' or C1396 and shall be installed block with case hardened nails
WS prior to window attachment
according to the following Detail at WIndO
(FBC R702.3:5) Masonry 12"
Drywall
Thickness
Location
Orientation
Framing-
Member
S acin
M,axlmum
Max. a
spacing
p
of fastenerss
Nall sizing options For
wall installation of dryinto
wood framing members
2" x min. thickness
Nails
-
Screws
T-'
Ceiling
Perpendicular
24"
Y7
12"
13ga 1 3/8" long with 19/44" head
0.098" diameter x 1 1/4" long
annular -ringed or 5d cooler nail
OR
0.080" dia. x 1 6/8" Ion with
g
15/44" head
Walls
-it
Direction
16
8
L
OR
Gypsum board nail 0.084" dia.
x I, 5/8" with 9/32" head,
Ceiling
Perpendicular
;q"
1"
12'
13ga 1 5/8" long with 19/64" head
5
e
OR
0.098" diameter x 1 3/8" long
annular -ringed or Ld cooler nail
0.092" die* xx 1 1/8" long with
1/4" head
Walls
Either
Direction
Ili"
8"
Ili"
OR
Ggpsum board nail 0.0915" dia.
x 11/8" with I9/64" head,
x L P.T. Buck Waded to NTS 3"�
block with case hardened Halls
prior to door attachmen
Install SGD thru buck Into Verify attachment
block with 3/14" tap -con with hole location with GC
1 1/2" penetration at 6" o.c. max. prior to fabrication
From each corner and 20." o.c. max 3/8"
thereafter at head per product approval steal
qO Use 3/IL" tap -con with
41:
1 1/2" penetration at 6" o.c. max. COUNTER TOP BRACKET [DETAIL
from each corner and 20" o.c. max
thereafter at, sill per product approval
I" x 6" P.T. Buck nailed to
block with case hardened nails
-red prior to door attachment
fixed door
_ Sliding door
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, - n Masonry wall
A108,1, A118.1, A118.3, A139.1 and A137.1 /2„ _
20. Cement; fiber -cement or ,glass mat g psum backers in accordance with ASTM - ,
C1288, C1.325, OR C1178 and installed I.A.W. manufacturers recommendations shall Bottom T raok Typical Flooring
be used as backer for the wall tile in tub areas and r wall panels in shower areas. SIII Install SGD thru buck into
21. Insulation including facings, such as retarders or vapor permeable members�,l,nstalled --�- block with 3/I4" tap -con with
Within `floor --ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces andNiattics Sliding DOOr Detail I from
each corner at 6 ." max'
from each corner and 20." o.c. max
shall have a flame spread index not to exceed 25 with an accompanyingsmoke thereafter at iambs per product approval
developed index not to exceed 450 when tested in accordance with - STM E 84. At Masonry Wall NTS Jamb
Insulation shall comply with F,B,C, R311a
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 41165L12
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 Ib felt underlayment installed with min. 4' aide laps and L" end
laps fastened with corrosion resistant tin baps and with 1.25" ring shank made
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
Simpson HETA 20 or equal
hurricane anchor at each truss
12
with 00) lod x 1 1/2" nails
PRE-ENGINEERED TRUSSES
t 21" o.c.) supporting Max. 41
t8101ba. ,uplift
at 2-4"o,c. TYPICAL
i
�\
(shop drawings by manufacturer)
Aluminum Orip �""'� -�
R-30 blown fiberglass
Edge t Fascia /
in bottom chord of trusses
-I/T drywall with smooth finish
Two rows of beam block filled with concrete
and (1) 45 bar cost. in each row. Substitute
Kauean full o vent vmyf soffit inetolled
-
precast lintel filled with concrete and (U #5
-. using 1/8" dia shank x 15" long gale.
Dor cost. For bottom rowoveropenings
roofing Waifs with 3/8" din. head per
product approval - see chart shoot #1
-
1/2" dr Wall over I" x Fortin
PI
strips a 14" o.c. with R4J -roil
Insulation on typical 8" Block walls
5/8" thick light textured
_
All drywall to be installed per FBC R102.3.1
stucco on typical concrete
___
and shall meet all partam i fnASTM codes.
"M"
block construction
M
Mortar to be Type onproportioned per FBC R601.1
and Mortar Jonts shall comp�y with FBC R601:2.1.
-
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
#5 bar vert. w/
30" overlap ----___
--=
FIII cell with confrere and
at each filled cell
45 bar vert. (typical).
Max, spacing shall not exceed
Wood
48" unless otherwise noted
Beef
see foundation plan notes for
spacing at openings
9" concrete slab with fibermesh OR
L"xV 410/10 WWM on 6 mii Visqueen over
clean compacted termite treated Fill
Grade '!
``�►?'� ____I=1
I I
1=!! I I=1 I I I) I��
-I 111_I
I:1I I
14" x 14" Concrete footing
OF
LF
Is
with (2) #5 bars Cont. and
T Y P I C A L SECTION
transverse bare at 48" o.c
--- Scale : 1/2" � Oi
UJlydouw
Schedule
Dark
size
RoU h Q en,
Window Descrl tion
PRESSURE ZONE
I.
4'-5Ye"x 4'-4 %8"
54Y8"x 54Ys"
Single Hung
ZONE 4
2.
4'-2Ys"x 5'-3 %;
15" x 43 A,
Single Hung
ZONE 4
3•
2'-2" x 3'-2i2"
21Y2"x 38%'
Single Hung
ZONE 4
x 5'-3%"
38" x 43 /,;'
Single Hung
ZONE 4
ALL Windows to be aluminum windows w/ tint
and mullions per elevations.
ALL windows to Withstand pressures in permit info box
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified by contractor
with manufacturer a specs prior to construction
on sheet I
Door Schedul&
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-O" X l'-o"
108" x 84"
Overhead Garage Door
ZONE 4
B
3'-0" X 6'-8"
1r x 83%"
Fiberglass Panel - Inswing
ZONE 4
C
4'-0" X 4'-8"
i4" x 81 li' d ;a::"
Sliding Glass Door
ZONE 4
D
X-O" X 6'-8"
Solid Core - Wood
- L-Panel -Bi-Fold
Finished 24" x 81 Y2"
E
2'-4" X 4'-8"
Solid Core - Wood
- L-Panel
F
5'-0" X L'-8"
Solid Corr - Wood
- (-Panel - Bi-Fold
G
2'-8" x 4'-8" x I %"
Solid Core Wood, Steel, or Masonite Door
H
2'-8" X C-8"
Solid Cora - Wood
- 4-Panel
J
2'-G" X L'-8"
Solid Core -Wood
- L-Panel - Bi-Fold
ALL Exterior doors to withstand
box on sheet #I
GARAGE DOOR SPECIFIED IN PRODUCT
WITHSTAND THE PRESSURES STATED
All rough opening dimensions to be verified by
) with manufacturer s specs prior to construction
pressures stated
APPROVAL FORM
IN PERMIT INFO BOX
contractor
in permit info
AND SHALL
ON SHEET 41
Braden t Braden AtIA, FA
Architects - Planners
417 S.E, Coconut Avenue
Tel (72) 287-8258
Fax (772) 287-8283
2 B E-mail: bradenalas'comcast.net
Stuart. FL 34996 #AACOO0032
PATIO SLAB
i4'-0Y2'
O (D O
EGRESS
SITTING ROOM
8'-0" A.P F__ w
Flat Ceiling c-
wU� 8'-0" A.F.F.
v' Flat Ceiling
�tN
o I
Cr I
I
r IIN
vanity to be
34 /2 " high
I �
Rod t she "Nto�9'-8"
Vaulted Cellmg
t M rr r r t
r M �W CGREAT' ROOM
HB CLOS T I� I
O Rod t Shelf 00
N
0 "' 32" DRYER A5HeR
W
W I
W - 9' S" O �n
a � � LAUNDRY as
W
8'--_O" to 9'--8" A.F.F._
�- t/ Vaulted C ding
o I DINING
Vanity to be O O M
C)8" 42" 34 Y,„high
r� %n I counter tops to 3/8" thick steel
E 4" 5'-3" I I v overhang wall 1.5" I counter top suppdrts
90"
q i coun er tops to
i over ano wall L5"
A IC
�N Meter and panel
on either side of
house field verlFy
service location
O
in
SECOND
r BEDROOMS_
8'-0" A.F.F_ I
Flat Ceiling
l
12'-8"
R-II Batts InevleGon
150 Amp 8--0" A,F.F-_
Panel Flat Ceiling
C.IARAGE
Block wall in O
<i,----- garage to be
struck block O
\
r----------------
El Gill
I
I
I
i
I
I
I
I
I
I
I
W.nne B_ullding Corp.
T�iE MAJESTIC
Spanish Lakes
St. Lucie County Florida
PANTRY
_ CAD
2'-4" l
+41" high wall c Dw I
I
I
i KITCHEN
rIllillT-O" to 9 -8" A.F.F._
Vaulted Calling O
Upper cabinets to I m
F I extend over Ref.
f� MICRO AV
RI E� NON-V NT
cLF
OP NIN6R - - J
- U--
m
P rOVlde aUiO R-li Butte InwieG
��cloaer \ i O ]� m �H 1
4'rs Steel Ballard
G -8 See detail on this sheet
\u� 1 22" x 54�,
" > \O 6 Attic Accses i T qi d I with light
s : QQ L _ _ _ _ . _
m Fat Ceiling
CARACI
rn��t
m00 J ® Block wall in
_ MT " " gars to be p
struc�e block ry
a EGRESS O�
J
-- MER ENC_ 1___
ESS r------- - - - - -- _
I I
Eo I
_ I I
I 1
I
I I
- I i
O - O
all
2'-8"31 6'-4" 2'-8"
N, IZ5- �
N
O
m
NT
m
m -
in
08?®13
PerSt!rtittin9 Depart
Lucie COQ,t),,.
Square Footage Breakdown
Total A/C Space = 1,813 sq. ft.
Covered Porch Total = 59 sq. ft.
Caarage = 518 Sq. ft.
Total Cubic Pt = 14,50,4 Under Roof Total = 2,450 sq. ft.
MODEL Date Drawn : Revisions�Sheet Comm �1
5-25-18 8-4-18 Plan review revis
SITTING Drawn by:
RIGHT Checked by: 1
D,R.B. ! OF 5
"FLOOR PLAN ,H, 1
CRASH POST DETAIL
TYPICAL NOTES: SCALE 1/4" = 1'-0"
I. Contractor to verify ALL notes and dimensions prior to ste high by 4" diameter
steel crash post. Floor
proceeding with work. Flange with 4 - 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into
3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksl steel plate)
a minimum 1,400 P.S.I. fiber stress. G"
4. No dissimilar metals to touch. 2r2 2'/,"
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. /�' /2"
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° o
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix '3/e"
b Dr wall at callings shall be leveled and attached to bottom chord
N.T.S.
Recess top plate G"w x 3/e"d
For steel support angle \
See detail on thu sheet
C
Steel countertop support angle
Counter top - verily type
with contractor
Install G" from each end and J Base cabinet
one in center of counter.
see angle detail
2" x 8" wood studs
I/2" drywall at IL" o.c.
2" x 8' PT wood plate
KITCHEN ISLAND FRAMING DETAIL
y
of trusses with screws per FBC R102.3.5.
°
2y,"
Attach buck to block wail with
1/4" dia. Elco cone soraws with min.
7.
ALL wood in contact with concrete shall be pressure treated.
°
1 1/4' penetration at 12' o.c. max
and 4" max from each corner thru
8.
ALL wall dimensions are nominal and not finished wall or stud dimensions.
h" Exterior face 2" x L" PT Buck
9.
ALL plumbing fixtures to be low flow.
of
wail l ones
10.
Contractor to Provide Drain at water heater in accordance
With the current edition of the Florida Plumbing Code.
11.
Contractor to Provide a 2'-8" wide door at one bathroom for
ae wand screw. thru iamb into buck
and
at each Mnge and 15" o.c. max and
handicap accessibility requirements.
Detail at Door prior to door attachment
12.
h„
Lowest finished floor to be set by Governing Building Department
G"
NTS
surveyor to set In field.
INSTALL VULKEM BLOCK SEALANT
13.
Separation between residence and garage shall be per FBC R302.6
ON ALL JAMB, HEADER, AND
14.
Door between garage and residence shall be 1-3/4"t 20 min. rated door
SILL BLOCK PRIOR TO BUCK
INSTALLATION
Water Heater
Install windows thru buck into
block with 3/I4" top -can with
15.
Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1
11/2" penetration at L o.c. max.
from each corner and 20." o.c. max
thereafter at
per produ2ct
16.
Wall and ceiling finishes shall have a smoke -developed index of not greater than 460 per FBC R302.9.2
Exterior face approval
17.
All exposed attic insulation materials installed on attic floors shall have a critical radiant
of wall Buck to b. I' x 4" PT
flux not less than 0.12 watt per square centimeter. Exposed foam plastic Insulation
ri
materials exposed on the underside of the roof deck or on the attic walls shall comply
with F.B.C. R316 - see permit info box of code edition
18.
Gyypsum board mate4-1,rial shall conform to ASTM C36, C79, C415, C514, C(30, C931
rx4" P.T. Buck nailed to
A0, C1002, C10C117-1, C1118, C1218, C1395, or C1396 and shall be installed
1«k witfi case hardened nails
Detail at w i n d OW S prior to window attachment
according t0 the following: (FBC R102.3.5) I" x L" PT Buck nailed to Masonry Beam'
NTS V
Drywall
y
Thickness
Location
Orientation
Framing
Member
Max. spacing
P g
of fasteners
Nail sizing options For
drywall into
Spacing
Maximum
installation of
wood Framing members
Nails
Scrawe
2" x min. thickness
Ceding
Perpendicular
24"
1"
12"
13ga 1 3/8" long with 19/L4" head
0.098" diameter x 1 1/4" long
annular -ringed or 5d cooler nail
�2
OR
Walla
Either
16"
8"
14"
0.080" dia. x 1 5/8" long with
Direction
15/L4" head
OR
G psum board nail 0.084" dia.
x 5/8' with 9/32" head.
Ceiling
Perpendicular
24"
�"
12"
13ga 1 5/8"011oong with 19/64" head
0.098' diameter x 1 3/8" Long
annular -ringed or Id cooler ;nail
5
/
Walls
Either
Ili"
8"
16"
0,092" x 1 1/8" long with
Direction
dia.
OR
Gypsum board nail 0.0915" dia.
x 1 1/8" with 19/L4" head.
block with case hardened nails �\
prior to door attache
Install SGD thru buck into Verify attachment
block with 3/14" tap -con with hole location with GC
I I/2" penetration at 4" o.c. max. prior to fabrication
from each corner and 20." o.c. max 3/8" thick
thereafter at head per product approval ,teal Brack
t! O O Use 3/I6" tap -con with
12"
G"
penetration at 6" O.C. Max. COUNTER TOP BRACKET DETAIL
from each corner and 20" o.c. max
thereafter at sill per product approval p
I t�
I" x L" P.T. Buck nailed to O
block with case hardened nails r
Head prior to door attachment
fixed door
sliding door
19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, Masonry Wall -�
A108.1, A118.1, A118.3, A136.1 and A131.1 1/2" n
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM
C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations shall Bottom Track Typical Flooring
be used as backer for the wall tile in tub areas and wall panels in shower areas. Sill Install SGD thru buck into
21. Insulation includingfacings such as retarders or vapor permeable members installed block with 3/Ic" tap -con with
g p p 1 1/2" penetration at 6" o.c. max.
within floor-celling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics S l l d I n g D Oor e t a I I from each corner and 20." o.c. max
shall have a flame spread index not to exceed 25 with an accompanying smoke thereafter at Jambe per product approvalJamb
developed index not to exceed 450 when tested in accordance with ASTM E 84. At Masonry Wall NTS
Insulation shall comply with F.B.C. R316-
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
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 1)(type 2) 30 lb felt undarlayment installed with min. 4' side laps and 6" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 11/2" nails
( 24" o.c.) supporting Max.
Slobs. uplift
Aluminum Drip —�
Edge t Fascia
2" x 6" Sub -Fascia
Kaycan full o vent vinyl soffit installed
using 1/8' din shank x 15" long gels.
roofing nails with 3/8' dia. head per
product approval - see chart sheet #1
6/8" thick light textured
stucco on typical concrete \
block construction
#5 bar Vert. w/
30" overlap
at each filled cell
12
4 PRE-aaN24 o ERc.TYP CA ED TRUSSES
Grade s
P
Dk4l
TYPICAL SECT
"R-30b
awings by manufacturer)
sses
rywawitsmootfinish
Two rows of beam block filled with concrete
and (1) #5 bar cont. in each row. Substitute
precast lintel filled with concrete and (l) #5
bar Cont. for bottom row over openings
1/2" dryywall over I" x furrinQ '
strips at 14" o.c. with R4.1 tl-f011
insulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1 I
T and shall meet all pertaining ASTM codes.
oo Mortar to be Type 'M" only proportioned per FBC R401.1
and Mortar Jonts shall comply with FBC R601.2.1.
Provide Our-O-Rock at all wet areas (ex. showers, tuba etc...>
Fill cell with concrete and
(I) #5 bar vert. (typical).
Max, spacing shall not exceed
48" unless otherwise noted
wd see foundation plan notes for
ese spacing at openings
I4" concrete slab with fibermesh OR
6"xO #10/10 WWM on L and Visqueen over
clean compacted termite treated fill
__ Illli���llll_
IIIII 14" x 14" Concrete footing
with (2) #5 bars cunt. and #5
Otransverse bars at 48" o.c.
N.
Scale : 1/2"
Window Schedule
Mark
Size
Roucih Open.
Window Descrl tion
PRESSURE ZONE
I.
4'-5'/;'x 4'-4Ye"
54%"x 54)s"
Single Hung
ZONE 4
2.
6'-2Ya"x 5'-3 %"
15' x 43 %;'
Single Hung
ZONE 4
3.
2'-2" x 3'-2%'
21Y2"x 38%"
Single Hung
ZONE 4
4.
3'-1" x 5'-3'/s"
38' x 63 /4"
Single Hung
ZONE 4
ALL Windows to be aluminum windows w/ tint
and mullions per elevations.
ALL windows to withstand pressures in permit info box on sheet I
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified by contractor
with manufacturers specs prior to construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
91-0" X T-O"
108' x 84"
Overhead Garage Door
ZONE 4
B
31-O" X 6'-8"
41," x 83%;'
fiber lass Panel - InswingZONE
4
C
L'-O" X 6'-8"
14" x 81
Sliding Glass Door
ZONE 4
D
2'-0" X 6'-eu
Solid Core - Wood
- 4-Panel -BI-Fold
Finished 24' x 81 %2"
E
2'-6" X 6'-8"
Solid Core - Wood
- L-Panel
F
5'-O" X 4'-8"
Solid Core - Wood
- 4-Panel - BrFold
G
2'-8" x 4'- 8" x Is/,"
Solid Core Wood, Steel, or Masonite Door
H
2'-8" X C-8"
Solid Core - Wood
- L-Penal
J
2'-1 " X V-8"
Solid Core - Wood
- 6-Panel - BrFold
ALL Exterior doors to withstand pressures stated
box on sheet 41
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX
All rough opening dimensions to be verified by contractor
with manufacturers specs prior to construction
in permit info
AND SHALL
ON SHEET 41
Braden it Braden AIA, FA
Architects - Planners
411
S.E. Coconut Avenue
Tel
: ('112) 28'1-8258
Fax
: (112) 281-8283
E-mail:
bradenala5comcast.net
Stuart. FL
3499L UAAC000032
PATIO SLAB
le 10'-0" 874"
0Y2„ ° 5'-II"
O
O CDI I I 1 101 o 00
" EGRESS
13'-II"
MASTER
BEDROOM
`q'UE '-O" A.F.F.
1. L�!" a Flat Ceiling
H.B.
AiC
I
n Meter and panel
on either side of
house field verify
service location
O
to be O
high
Rod t Shelf
l
Mirror
I 0
bo
CLOS T 1-8
ORod
E Shelf
-
.s
—
31" g — —
14
32" DRYER A5HER
LAUNDRY
in
H
P
Vanity to be
18" Owl
42" 34 %2„high11
i
11 Q-
O
I
v
SECOND
BEDROOM
B'-O" A.F.F.
Flat Ceiling r
R-II Batts Insulation
150 Amp 8'-O" A.F.F.
Panel Flat Ceding
GARAGE
Block wall in
garage to be O
struck bloc iy
r- - - - - - - - - - - - - - - - 1
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
SITTING ROOM
8'- " A.F.F,°
i
Flat Ceiling a-
1
I
I
I
e'-O" to
9'-8" A.F,F.T
Vaulted
Ceding
19'-5"I
GREAT '
ROOM
�
I
I
I
io
N
I
I
Ailk-
8'-O" to 9'-8"
'
A.I
Vaulted Ceiling
DINING
13/8"
ROOM
rig uall Io
thick steel
_ _.,I
counter toe sued
its
topel to
a walI.5"
u
a'
ro
I
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CAiDRU
O
O
—�--��
rfi ,o
i
I
*41" high wall DW 1
U
�
I
I
a a i
a I
KITC7HEN
o
8'-0" to 9'-8" A.F.F.-
i
Vault d Ceding
Upper cabinets to
-
extend over Ref.
I
MICROWAV
3e"RCLEAR NON-V
NT
I
O
,T
ry
-� OPENING L — 0LL
rfi
L
i H.B.
Fj
•
u
.
'
a Flat Ceding
all
GARAG
J ® Block wall in OI
MT " /garsyQa ba
CDP� O
�/ atruck bloto be
r+
13'-O"
EMERGENCY
EGRESS r - - - - - - - ---1
I I
v I I
I
a- O I I
I I
I I
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r-i I I
TOT11011
® 3 e
2'-8" 9'-O" 2,_8, L _4, 2'_8" q _O„ 2,_8JOE
35'-0"
WQnne Building Corp.
THE >IAJESTIC
Spanish Lakes
St. Lucie County Florida
Total Cubic Ft
MODEL
Date Drawn
RevisionB :
SITTING
5-25-IS
Drawn by:
ROOM
RIGHT
CheckedChhecked by:
ID, R.5,
O
I
in
Square Footage Breakdown
Total A/C Space =
1,813 sq.
ft.
Covered Porch Total
= 59 sq.
ft.
Garage =
518 sq.
ft.
Under Roof Total =
2,450
sq. ft.
Sheet
Comm #
7,
I�-ICI
OF 5
,
r— — ^ — — — I
.� I I\l.i� I UIN, 'Alt �_ Intl./ 1 CJ:
i. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
3. POISON SOIL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ LXL 10/10
WELDED WIRE MESH, REINFORCING ON L MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
L• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
1 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
=i CLAD/4T0 FLL4N
8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
9, DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET til
EXPOSURE ="C"
10. ALL REINFORCING STEEL SHALL BE GRADE LO, MEETING ASTM A -IL, &
A-35 SPECIFICATIONS, ALL ANCHOR TO BE A - 301 STEEL.
II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE,
12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2"
13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI
15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
I. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor Shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2500 psf. Should any other conditions be
encountered, the architect shall be notified in writing for revision
4. Verifg all recess thickness at showers, tile, etc....
S. Contractor to provide filled cell With concrete and I #S bar vert. at -48"
O.C. Max. Provide (1) filled cell on each Side of openings upp to 5'—II" wide.
Provide (2) filled cells on each side of openings from 6'-011 to 91-11"
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for any other condition used. Foundation walls
shall have filled cells at 24" o.c. unless otherwise noted (see section)
L Contractor to provide for Form Board Survey — Form Board Survey
to be provided to Truss Company prior to truss construction
1. Contractor to provide for soil test prior to construction and provide
a copy Of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade 60, meeting ASTM 4-16 and
A-3r- f t ALL A h t b A-30l t I
SCALE: 1/4" = I'-O"
FOOTING,
SCHEDULE
Mark
Size
Description
FI
14"W
x 14"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
F
1211W
x 1211D
MONOLITHIC FOOTING
WITH (2) #5 BARS CONTINUOUS
F
30"
x 30" x IL"p
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
F
e"W
x 8"D
ITHICKEN SLAB EDGE
WITH 1 tt5 BAR CONTINUOUS
FS
14"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS -CURB ®O'-O"
specs Ica ions. nc ors o e see .
9. Provide a minimum of 3" concrete protection at footings and j
1-1/2" concrete protection at beams for ALL reinforcing bars. j
45 bar Vert. w/ SEE TYPICAL
30" overlap ECTIONS
at each filled cell j
4" concrete slab with fibermesh OR
L"xC 910/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
I Gr
IIII— 14"w x 14"d concrete monolithic
IIII— footing with (2) #5 bare cont.
14"
F= I TYPICAL FOOTING DETAIL
J SCALE 1/2" = 1'-0"
4" concrete slab with fibermesh OR
6 xb 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
Step per
Q foundation plan
S V .
(2) 45 bars Cont, bottom steel
DETAIL AT GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
12" x 12" concrete column
block filled with concrete
and (2) #1 bars vert. tied
into lintels above
Top of Tooter
IL" below Finished floor
Verify house slab
height in field
30"x30"AC concrete
column footing with (4)
45 bars each way
SCALE 1/2" = I'-0"
Thicken edge to 8"x8"
with concrete and 4" concrete slab with Fibermesh OR
one 45 bar continuous L"xV #10/10 WWM on 10 mil Visqueen over
\ clean compacted termite treated fill
GRADE\
H
PORCH SLAB EDGE DETAIL
SCALE 1/2" = I'-0"
45 bar Vert. w/
30" overlap
at each filled cell
Adjust curb height
based on gar. floor
slope.
45 bar in curb \
OF,
ECTIONS AL
4" concrete slab with fibermesh OR
6"x6' #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
O'-O" ® F.P.
—1111iiil III jii_ 14"w x 14"d concrete mo
footing with (2) #5 bars
14"
GARAGE CURB DETAIL
SCALE 1/2" = I'-C
2" x L"
PT wood secured
with \
3/8"dia.
x L" anchor bolt
at 18" O.C.
overhead door track secured to
wood
jamb per manufacturer's product
approval
Garage
Door Jamb
Detail
GARAGE
DOOR TO WITHSTAND PRESSURES STATED
N T
IN PERMIT
INFO BOX ON
SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Termite Protection for New
Construction.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfilling and compaction is complete.
If soil area is disturbed after initial chemical soil treatment
area shall be re -treated with a chemical soil treatment
including spaces boxed or framed. -
Treatment must be in accordance with the rules and laws
established bg the Florida Department of Agriculture and
consumer services.
Protective sleeves around metallic piping penetrating
concrete slab on grade floors shall not be of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
Filled Cell Masonry Column With One
45 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Single Filled Cell Column
NTS
Filled Cell Masonry Column With One
45 From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
Braden it Braden AIA, PA
Architects — Planners
411 S.E.I' Coconut Avenue
Tel (112) 281-8258
Fax (112) 281-8283
E-mail: bradenaias'comcast.net
Stuart. FL 34996 UAAC000032
u
U
0
0
r
H.B.
Rear Porch Slab to I j
be poured separately
I ® from House Slab.
19'-�Y2" 10'-01, F4
° ° i i i i i i
----
Il'JIUI I I IIJI I I(s71 j i y i i I i i i i 1 i Q--
----FI
p
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FI
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IC
I
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I
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i
Ir
i
°
I
r-
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4" concrete slab with fibermesh OR
i
4"x4" #10/10 WWM on 4 mil Visqueen over
I
clean compacted termite treated fill
I
I FI
I�
DORYER ASHER
I
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FI i C
FI
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o
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_a
I
_a
I
o
o DW
o
I
4" concrete slab
with fibermesh
OR
I
L"xV
#10/10 WWM on L and Visqueen over
°
clean compacted
termite treated fill
I
I
REF.
MICROWAVE
NON -VENT
F
OPENINGR
O
IFI
I
--o---------------a
O
—7
El
Fitt Lu I
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I �pl
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LU
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Recess for
Garage Door
ini
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——— —
— — — ——
— — —
—— —
—
2'-8" 9'-O" 2'-8°6'-4, I 2'-8„ 9'-0" 12'-8"
UJQnne E3ullding Corp.
THE MIAJESTIC
Spanish L,lkes
St, Lucie County Florida
MODEL
SITTING
ROOM
RIGHT
Date Drawn
5-25-18
Drawn bg:
C.C.1-1_
Checked bg:
D.R.B.
Revisions ;
3'-O"
Va-
(P=
Sheet
a.
OF 5
Comm #
-4-I5I
a..
ROOF: SHEETING
ATTACHMENT DETAIL
I. Minimum Nall Size = ed ring shank (min. 2.5" long)
2. Minimum Screw Size = #8 x 2"
3. Minimum Sheathing Thickness 19/32" COX Plgwood
4. Use nails or screws bas d on pressure for roof stated
in permit info box on these plans for zone 3
Ke
Area
Ede
Field
Fastener
Pr Max.
r
Zone I
6"
C
8d ring shank
45 psf
Zone 2
.4"
6"
8d ring shank
16 psf
Zone 3
"
"
Sd ring shank
84 psf
** Zone 3a
6"
C
#8 wood screw
112.5 psf
** Use nails or screwsbased on pressure for roof stated
in permit Info box on these plans for zone 3
Concrete
/ Lintel
Column
Provide 45 bars with min. 48 bar
diameters overlap Into beam. Tie
filled cell steel into continuous
beam block steel. t\
Provide Cast -Crete -
SUB-OB/OT precast
lintel set in mortar _
Min. 8" Bearing
Verify with Plan
12"x Ij"
1 _ Column Block
41
7 Rebar
Rebar 48 Bar Dia.
Min. Overlap
to Llnt&l Attachment
NTS
Provide 45 bar set in pre -cast ROOF F L IN Scale : 1/2" = I'-O"
lintel into beam where length of
the opening calls for it. — O L u
�L *—.
Provide PT Buck
a attached per jamb
&tads into filled ci
( 4" Pre -cast
Sill k
ver icings at I -O Unless Otherwise noted On thlS Sheet
- Roof pitch at 4:12 unless otherwise noted on this sheet
- Truss shop drawings to be provided bg manufacturer
- Any changes to this plan shall be submitted to the
Z
architect for approval in writing prior to starting construction.
- ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
- Architect to review Truss Shop Drawings Prior
Q
to construction for lagout and uplift verification
77�Poured
Filled Cell
W
- Contractor to provide for Form :Board Survey and to provide
Form Board Survey to Truss Company prior to truss constructlO
Provide #5 bars
diameters overlap
with min. 48 bar
in filled cell. Tie
Pilled cell steel into continuous
Tooter steel.
SINGLE PLY REAR GIRDER TRUSS
Poured Coi
concrete b
Nall 2" x 4" blocking to vert. lag of
truss with IOd x 1.5" naila at 4" go.c.
5/8 II d almpson th eadedTrodset t all usin
min. 12"
(Y
Into wet beam and (22) IOd nails into truss
Poured Concrete
concrete block u
Concrete <
Manufacture
TRUSS BLOCKING DETAIL Flwsh
AT GIRDER STRAPPING
AT CENTER BEARING POINT
7/8" thick light textured stucco installed per
ASTM C 92( over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D TggPe 2 felt paper using 8d Halls. Substrate --�
to be 19/32' CDX Plywood nailed at L" o.c. in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11461.12
24ga. Sy 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 underlagment installed with min. 4' side laps and G" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced G o.c. at all laps and two stageared rows 12" o.c. In field, Attach
deck Lo trusses using attachment detain on this sheet \
Additional Precast Lintel
tt5 bars
Lintel
Bar
Clear
"Ai'
"B"
i?!►._l..;�
Length
Length
Span
Bars
Bars
•".r�'. 9 �:, .'`.� 9 CLEAR
2'-10"
2'-8"
1'-4"
2,tt3
none
3'-4"
3'-4"
2'-2"
2,43
none
BF8-OB/IT 8FS-115AT 81"1
Addltianel
4'-0"
3'-10"
2'-8"
2,43
none
#5 bars
CLEA : ': k", `:� .:.
':.'r
4'-4"
4'-4"
3'-2"
2,#3
none
Rau of "H"
5'-2"
4'-O"
2,tt3
none
_;: Block Above
i,1;
Pracest Lintel
5'-10"
5'-8"
9'-6"
2,tt4
none
.-'.
'r> '
i •.:•.. Additional + i
L'-L"
L'-4"
5'-4"
2,#4
none
45 bars �---•-�
�'-L"
�'-O"
L'-2"
2.US
none
BFIL-IB/IT SISM-IB/2T
8'-4"
1'-10"
1'-0"
2,#5
none
No7es:
ALL reinforcing steel is grade LO.
I. min. coverage of steel-I.5"
2. min. bearing required a ea. and-8"
3. standard for reinf. steel=ASTM A4I5
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
r
LINTEL SCHEDULE
Mark
Window
or D
Unit
WidthSize
Lintel
Cast -Crete
S eciflcation
Raw& of
"He Block
Above
"
Bottom
Steel
size
Top
steel
Size
Max.
Gravity
Load
(PLF)
Max.
Uplift
Load
(PLF)
Max.
Lateral
Load
(PLF)
L22
T-2"
V-L"
8FS-05/IT
1
45
300
1549
1024
L31
2' 2'-V
-e"
4'-0"
SFS-015AT
1
#5
2541
1343
143
L46
4'-5"
5'-10-
BF8-015/IT
1
#5
1 1106
909
1 339
L50
F-O"
L'-0
SFS-OBAT
1
#5
1236
836
1 121
L60
1.'-8"
1'-6"
81=81-05AT
1
#5
1011
121
534
LBO
8'-O"
9'-4"
8FS-I8/2T
1
#5
2
#5
152
Sall
512
L90
T-0"
10'-L"
Sf IB/2T
1
#5
2
#5
(43
530
401
L905
9'-0"
10'-L"
8FIL-IB/2T
ONE
1
#5
2
#5
1533
1183
401
LI00
10'-0"
II'-4"
8118-I5/2T
1
#5
2
#5
582
494
452
WOOS
10'-0"
II'-4"
8FI6-I15/2T
ONE
1
#5
1 2 1
#5
1346
1028
452
L120
12'-0"
13'-4"
8108-I15/2T
1
#5
2
#5
411
420
324
1-1205
12'-0"
13'-4"
81=I4-6/2T
ONE
1
#5
2
#5
1015
110
324
L140
14'-0"
15'-4"
8FI6-I5/2T
ONE
1
#5
2
#5
1250
Loll
259
L160
IL'-O"
IT-4"
8P8-IS/2T
1
#5
2
#5
300
192
194
LILOB
IL'-O' 1
IT-4" 1
813I6-IB/2T I
ONE
I
#5
2
#5
950
Boo
194
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARC)ING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD RF_Q.
REQUIREMENTS
- LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or equal
hurricane anchor at each true&
with 110) IOd x 1 1/2" mail*
( 24" o.c.) sup orting Max.
18101ba. uplift
Aluminum Drip Edge k Fascia
2" x L" Sub -Fascia
Kaycan full o vent vinyl soffit installed
using 1/8" die shank x 15" long gels.
roofing nags with 3/8" din. head per
product approval - see chart sheet 41
One row of beam block filled
with concrete and (1) tt5 bar
Cont. over 8" precast lintel —
filled with concrete and (l) #5
bar cont.
Aluminum Drip
Edge t Fascia
Flash and Counter
f lash
Nail ledger to _
gable and truss
with (2) IOd nails
at each web
12
1/2" thick stucco on 3/8" hi -rib lath /
attached to horizontal and vertical wood
framing with made or staples to provide
no lea than 1-3/4" penetration into
horizontal wood framing and 3/4' penetr
into vertical wood framing members
5/8" thick light textured
stucco on typical concrete
block construction
#5 bar vert. w/
30" overlap
at each filled cell
Rear Patio/Slab to
be flung with bottom of�
sliding door recess.
Step per foundation plan
Slope per foundation plan 'r \/[`
Tublca
Mounted Shutter Detail
I 14"
Section at Pron
lummum Panel
axes per manufacturer
See Tubical Stud Detail
1/8' x 3/32" Wing Nut w/
appropnate washer and spacing
per manufacturer's Details
0l3'
N
aj
orr :3X
N �
O @ to
'D m (Y
W as +i
LL a O
i .laic" W O N
N N
Stud Detail 2 u ,.O
Stud a/ Our Cast Zinc NTe C C V Q
Nickel Plated Wing Nut o tO O
li-
N O
_E r - 00 W
1
nts
Brace Gable and
with 2" x 4" SYP #2
Slit back nailed to bottom
of top chords using (2) IC
nails at each truss \
PRE-ENGINEERE
24"o.c. T
( shop drawings by
TRUSSES
er )
"\R-30 blown fiberglass
in bottom chord of trusses
I/2" drywall with smooth finish
Two rows of beam block filled with concrete
and (l) US bar cont, in each row. Substitute
precast lintel filled with concrete and (1) 45
bar Cont. for bottom row over openings
1/2" drggwall over I" x furringg
strips at IL" o.c. with R4.1 irfoll
insulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
i and shall meet all pertaining ASTM codes.
a Mortar to be Type "M" only proportioned per FBC RLO1.1
and Mortar Joints shall comply with FBC R1.01.2.1.
Provide Du -Rock at all wet areas (ex. showers, tubs etc...)
Fill cell with concrete and
(U tt5 bar vert. (typical).
Max. spacing shall not exceed
48" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
"xL" U 0/10 WWM on L and Visqueen over
clean compacted termite treated fill
I'-11i1- � FI
F'orc�
Scale : 1/2" = 1'-0"
Braden t Braden AIA, FA
Architects — Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
E-mail: bradenaia9comcast.net
Stuart. FL 34996 #AAC000032
Simpson HETA 20
hurricane anchor at each truss
( 24" O.c.) supporting Ma
1810 Ibs. uplift H_ET A 20
01"
�IIAI
1012
�1
al
IN
1111111155 FIN
FIA
IOWA
Attic Aces"
to ht
NJ
min
Provide downspout
Simpson HETA 20 Provide for gutter
hurricane anchor at each truss
( 24" o.c.) supporting Max.
1810 Ibs. uplift
UJ nne Building Corp.
THE MAJESTIC
Spanish Lakes
St. Lucie County Florida
MODEL
SITTING
ROOM
RIGHT
Date Drawn
5-25-18
Drawn by:
C.C.U.
Checked by:
D,R.B,
"_ I R Jl u
Revisions
Provide downspout
Sheet Comm #
OF 5