HomeMy WebLinkAboutBuilding plans ,pg 2FLOOD' fLAN
CRASH POST DETAIL
TYPICAL NOTES: SCALE 1/4" = 1'-0"
I. Contractor to verify ALL notes and dimensions prior to 31" high by 4" diameter
steel crash post. Floor
proceeding With Work. Flange with 4 - 3/8"
2_ Contractor to STRICTLY enforce ALL OSHA Requirements. ex anslon bolts Into
3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8"t 50 ksi steel plate)
a minimum 1,400 P.S.I. fiber stress. L"
4. No dissimilar metals to touch. 2,," 2,,"
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete,
%"
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
m
6. Drywall at ceilings shall be leveled and attached to bottom chord
E
of trusses with screws per FBC R102.3.5.
1. ALL wood in contact with concrete shall be pressure treated.
0
8. ALL Wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
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
handicap accessibility requirements.
12. Lowest finished floor to be set by Governing Building Department
surveyor to set in field.
13, Separation between residence and garage shall be per FBC R302.6
14. Door between garage and residence shall be 1-3/4"t 20 min, rated door
W� = Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per
FBC R302.9.1
16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450
per FBC R302.9.2
11. All exposed attic insulation materials installed on attic floors shall have a critical radiant
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
I" x 6" P.T. Buck nailed to
block with case hardened nails
materials exposed on the underside of the roof deck or on the attic walls shall comply
prior to door attachment
with F.B.C. R316 - see permit Info box of code edition
18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931
CcroO, C1002, C1047,C1111, CI118, C1218, C1395, or C1396 and shall be installed
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according to the following: (FBC R102.3.5)
Drywall
Thickness
Location
Orientation
Framing
Se
Maacximuinr m
Max. spacing
of fasteners
Nall sizing options for
installation of drywall into
wood framing members
2" x min. thickness
Nails
Screws
Ceiling
Perpendicular
24"
7
12n
13ga 1 3/8" long with 19/64" head
�2 "
0.098" diameter x 1 1/4" long
annular -ringed or 5d cooler nail
OR
0.080" dia. x 1 5/8" long with
I5/64" head
Walls
Either
Direction
16"
8"
16"
OR
Ggpsum board nail 0.086" dia.
x 15/8" with 9/32" head.
Ceiling
Perpendicular
241,
1"
12"
139a 1 5/8" long with 19/64" head
e"
OR
0.098" diameter x 1 3/8" Ion g
annular -ringed or lid cooler nail
OR
0.092" dia. x 1 1/8" long with
1/4" head
Walls
Either
Direction
Ili,,
8"
16"
OR
Ggpsum board nail 0.0915" dia.
x 1 �/8" with 19/64" head.
Install SGD thru buck into
block with 3/16" tap -con with -_
1 1/2" penetration at 6" o.c. max.
from each corner and 20." o.c. max
thereafter at head per product approval
Use 3/16" tap -con with
1 1/2" penetration at 6" o.c, max.
from each corner and 20" o_c. max
thereafter at sill per product approval
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A13(.l and A131.1
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM
C1288, C1325, OR CII-18 and installed I.A.W. manufacturers recommendations shall
be used as backer for the wall tile in tub areas and wall panels 1n shower areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompanying smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84.
Insulation shall comply with F.B.C. R316.
Grade
Gulf Coast Supply and MPG 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 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 \
Simpson HETA 20 or equal
hurricane anchor at each truss 12
with (10) lod x 1 1/2" nails PRE-ENGINEERED TRUSSES
! 24" o.c.) supporting Max. 4 F at 24"o.c. TYPICAL
18101bs. uplift �\ (shop drawings by manufacturer)
Aluminum Drip V
Edge t Fascia
V-1/2'
" \R-30 blown fiberglass
in bottom chord of trusses
drywall with smooth finish
2" x 6" Sub -Fascia
Kaycan full o vent vin9l soffit installed
using 1/8' dia shank x 15" long gals.
roofing nails with 3/8" dia. head per
product approval - see chart sheet #1
Two rows of beam block filled with concrete
and (1) #5 bar cont. in each row. Substitute
precast lintel filled with concrete and (1) #5
bar cost. for bottom row over openings
I/2" dr wall over I" x furringg
strips at Ili" o.c. with R4.1 frfoil
on typical 8" Block walls
'-insulation
5/8" thick light textured
stucco on typical concrete
block construction
-
M
All drywall to be installed per FBC R102.3.1
and shalt meet all pertaining ASTM codes.
Mortar to be Type "M" only proportioned per FBC R601.1
and Mortar Jonts shall comply with FBC R601.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
45 bar vert. w/
30" overlap
Fill cell with concrete and
at each filled cell
Wood
Base
(I) 45 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
6"x4" 410/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
IIII-IIII I I
_IIII i l-
;:
,
'-IIII-IIII
TYPiCAL SEC71ON
14" x 14" Concrete footing
with (2) #5 bars cont. and 95
transverse bars at 48" o.c.
Scale : 1/2" = 1'-0"
N.T.S.
AREA
CALCULATIONS
Living A/C
= 144L sq.
ft.
Front Porch
= I-4I sq.
ft.
Rear Porch
= 200 sq.
ft,
Garage
= 321 sq.
ft.
Total Under Roof= 2108 sq. ft.
Total Cubic Ft = 11,568
O 2• VTR
JIL
.. I
2%' I
0
I
21" VTR
Masterr�� JAL
Bath 1
I
L v. rl
v
2-
Ln. 1
I 2" VTR
W.C. I J L
3•
I I
2'
3.
Shur. I
Kit. sink I
I
Kitchen 2
I
I
Lev. ri
Masonry Beam S. "
O'1to
Head
fixed door
sliding door
1 1/2"
DOLLom i racK �I
Sill
Sliding Door Detail
At Masonry Wall NTS
w.c.
Bath #2 Shur.
3"
C.O. To Septic
PLUMIBING RISER
I" x 6" P.T. Buck nailed to
block with case hardened nails
prior to door attachment
Masonry Wall
cal Flooring
Install SGD thru buck into
block with 3/14" tap -con with
1 1/2" penetration at 6" o.c. max.
from each corner and 20." o.c. max
thereafter at Jambs per product approval Jamb
Window
Schedule
Mark
Size
Rough Open,
Window Description
PRESSURE ZONE
I.
4'-Ska"x 5'-3%"
54%s"x 43/4"
Single Hung
ZONE 4
2.
6'-2%a"x V-3 /a'
l5" x 63 /4"
Single Hung
ZONE 4
3•
2'-2" x 3'-2 1/2"
2l%2"x 38%"
Single Hung
ZONE 4
4.
4'-54"x 4'-2/a"
54ia"x 54Ys"
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
r
Door Schedule
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"
41 %4"x 83%4'
Fiberglass Panel - Inswing
ZONE 4
C
6'-O" X 6'-8"
l4" x BI %2" of r e:te'"
Sliding Glass Door
ZONE 4
D
2'-0" X 6'-8"
Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2"
E
2'-6" X 6'-8"
Solid Core - Wood - 6-Panel
F
5'-0" X 6'-8"
Solid Core - Wood - 6-Panel - Bi-Fold
G
2'-8" x C-8" x 1 %"
Solid Core Wood, Steel, or Masonite Door
H
2'-8" X C-8"
Solid Core - Wood - 6-Panel
J
2'-6" X C-8"
Solid Core - Wood - 6-Panel - Bi-Fold
K
2'-8" X C-8"
Solid Core - Wood - 6-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet 1*I
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41
All rough opening dimensions to be verified by contractor
with manufacturers specs prior to construction
Install windows thru buck into
block with 3/1V tap -con with
1 1/2" penetration at 6" o.c. max.
from each corner and 20." o.c. max
thereafter at ambs and 20" o.c. max.
Exterior face at head and aid per product approval
of wall ----\ \ Buck to be I" x 4" PT
P.T. Buck nailed to
block with case hardened nails
D e t a l l a t W i n d OW S prior to window attachment
Braden t
Braden AIA, FA
Architects
- Planners
411
S.E. Coconut Avenue
Tel
: (112) 281-8258
Fax
: (112) 281-8283
E-mail:
bradenaia8comcarlst.net
Stuart. FL
34994 UAAC000032
NTS
Wynne Building Corp.
The Grand Carlton
Spanish Lakes
St. Lucie County Florida
14'-O"
34'-O"
al< 9'-6" 1 121i 8'-6" _112"1
EINSTA:LL VULKEM BLOCK SEALANT
JAMB, HEADER, AND
OCK PRIOR TO BUCK
LATION
GARAGE
LEFT
Date Drawn
5-9-I1
Drawn by:
C.C.U.
Checked by:
D.R.B.
Exterior face
of wall ---\
Attach buck to block wall with
1/4" dia. Elco comic screws with min.
1 1/4" penetration at 12" o.c. max
and 4" max from each corner thru
2" x 6" PT Buck
Detail at Door
Revisions
#8 wood screws thru jamb into bu
at each hinge and 15" o.c. max an
prior to door attachment
NTS
Sheet I Comm ii
2. 1"T2t=u4 2 �
OF 5