HomeMy WebLinkAboutSUBMITTED PAPERS�����►� t. ►�1��►� ��>►�s 21111011 �
State Certified
General Contractor
6CGC006270
3409Industrial 25th St.
FL Pierce, FL 34946
1.
10-6-94
Dept. of Community Development
Building Codes Division
Room 210
2300 Virginia Ave.
Ft. Pierce, Fla. 34982
To Whom it may concern:
RE: Building Permit #94-03732
The plans for parking garages at The Sands on the Ocean
have been revised to change the carport spaces to garage
spaces. The revised plans were submitted to your department
on 9-2-94 after the site plan was approved.
In view of the fact t mi #94-03732 was i d
for carport spaces c will not be built, we
request that mit #94-03732 be cancelled or terminated.
.:,
7512
THANK YOU
John F.
Nixon
Established 1948
Residential
Commercial
Industrial
(407) 465-8267
SECTION FOUR
"BATTENS" - -
The line of the batten is.also the line of the tile, so the batten
must be installed properly.
Much work can be saved by using a correct layout. This can
be achieved very simply. First, analyze the area to be roofed
dividing it into segments made necessary by offsets in the
roof, headwalls, openings in the roof, ridges, etc. Next, install
the key batten strips that divide these segments such as the
eave course batten, ridge batten, headwall batten, or roof
opening batten. Then, proceed to divide these segments into
equal courses, chalk line these courses and install the battens.
Each roof has different criteria, but in most cases the roof can
be divided into courses all about the same size where no
horizontal cutting is necessary.
ra
Avery important rule to follow in roof layout is do not stretch
2t .maximum course spacing. If the roof divides over the 131/2"
:k maximum spacing, add a course to get back down under 13 1/2"
maximum spacing.
(Refer to roof layout & coursing chart in this section)
' 0 1•
BATTEN: Shall be min. 1 " x 2" pressure treated.
LENGTH: For pitches below 6/12 use 4' battens.
For pitches 6/12 up use maximum 8' battens.
SPACING BETWEEN BATTENS: 1/2" width between
adjoining battens.
FASTEr ERS: The battens shall be attached with 6D com-
mon galvanized steel nails spaced 12" o.c.
DOUBLE BATTENS "PREFERRED METHOD"
In a double batten system vertical battens are run 24" o.c.
maximum under the horizontal battens.
This preferred system design improves ventilation, and allows
moisture to drain freely.
This system when used in conjuction with the venticap system
is considered the cadillac of file application technology. Use
8D non- corrosive nails to fasten tile.
SINGLE BATTENS
The single batten system is a less expensive system of
installation. Care should be taken when installing horizontal
J battens to limit the length of battens to 4' below 6/12 pitch,
and to maintain proper spacing between adjoining battens to
allow for moisture drainage.
y ..
t
ender
ROOF
t-,O
$ECTION FOUR
ROOD' LAYOU"I' AND COURSING
To insure the uniform spacing of file necessary foroptimum appearance:
allow desired overhang.
2. Measure from chalk line to 1 " from center of ridge or exposed face
of ridge board.
3. In the spacing guide, find the figure nearest this measurement for the
lap range required. EXAMPLE: If the distance from chalk line to
ridge is 10' 10" this figure appears in the column headed 13",
indicating that the distance between chalk line and ridge can be
divided into 13" increments.
4. Mark both ends of roof into increment size indicated. (To maintain
3" overlap, course spacing must not exceed 13 1/2').
,, 5. Snap chalk lines across roof at course markings.
6. Nail top of battens or sheathing boards to chalk lines.
7. Make any necessary adjustments overthe 6 courses closest to ridge.
SPACING Or COURSES
12 1B" 12 1/4" 12 3/8" 12 12" 12 518" 12 3/4" 12 7/11" 13" 1 13 1/8" 13 1/4" 13 3/8" 13 12"
2
2-01/4
2-0 12
2-03/4
2-1
2-1 1/4
2-1 12
2-1 314
2-2
2-21/4
2-21/2
2-2 3/4
2 3
2
3
3-0 3/8
3-0 3/4
. 3-1 1/8
3-1 12
3-17/8
3-2 1/4
3-2 5/8
3-3
3-3 3/8
3-3 3/4
3-41/8
3-4 12
3
4
4-0 I _
4-1
4-1 I
4-2
4-2 I _
4-3
4-3 I _
44
4-4 1 _
4-5
4-5 I
46 -
4
5
5-05/8
5-1 U4
5-1 7/8
5-2 12
5-3 3/8
5-3 3/4
53 3/8
5-5
5-5 5/8
55 1/4
5-6 7/8
5-7 12
5
6
6-03/4
6-1 12
6-21/4
6-3
6-3 3/4
6-412
6-5 1/4
6fi
6r6 3/4
6-7 12
6-8 I/4
6A
6
7
7-07/8
7-13/4
7-25/8
7-3 12
7-43/9
7 5 114
7-6 I/8
7-7
7 7 7/8
73 3/4
7-9 5/8
7-10 12
7
8
8-1
8-2
8-3
8-4
1 8-5
1 8-6
8-7
1 8-8
8-9
1 8-10
1 8-11
9-0
8
9-1 I
9-2 1 4
9-3 3
91l I_
9-5 5
9fi 3 4
9-7 7
9�)
9-IO I
9-I 1 1 4
10-0 3
10.1 I_
9
10
10-1 1/4
10.2 12
10.3 314
10.5
10-6 1/4
10-7 12
10-8 3/4
10-10
10-11 1/4
11-012
11-1 3/4
11-3
10
I
11-13/8
11--23/4
Il41/8
11-512
11-67/8
113114
11-95/8
11-11
12-0 3/8
12-13/4
12-31/8
12-4 1/2
11
p
V
12
12-1 I
12-3
12-a 1 _
12-6
12-7 1 _
12-9
12-(0 t
13-0
13-1 I
13-3
133 I
135
12
73
W
13
13-1 5/8
13-3 1/4
13-4 7/8
13-6 12
133 1/8
13-9 3/4
13-11 3/8
14-1
14-25/8
14-4 1/4
14-5 7/8
14-7 12
13
0
14
14-13/4
14-3 12
14-5 1/4
14-7
14-8 3/4
14-10 12
15-01/4
15-2
15-3 3/a
15-5 12
15-7 1/4
1"
14
> .
a
F
IS
15-1 718
15-334
15-5 518
15-71
15-93
1S-I1114
16-1I
163
16-4 7tA
161634
16-55
16-101_
15
16
16-2
16-4
16-6
16-8
16-10
17-0
17-2
1 173J22-11
17-8
17-10
18-0
16
y
q
17
17-21/8
17-4 1/4
17 6 3/8
173 12
17-10 5/9
18-03/4
18-2 7/8
18-5
18-9 1/4
18-11 3/8
19-1 12
17
>
Q
18
18-2 1/a
18-4 12
IS-6 3/a
18-9
18-11 I/a
19-1 12
19-3 3/4
19�i
19-10 12
20-0.3/a
20.3
I8
W
t^
19
19-2 3/8
19-4 3/4
-19-7 1/8
19a) 12
19-11 7/8
20-2 1/4
20-45/8
20-7
20.1 13/a
21-2 tRs
21-4 12
19
t�
5
20
20-2 1 _
20-5
20-7 I
20-10
21-0 I _
21-3
21-5 I
21-8
22-1
22-3 1 _
20
0
M
21
21-25/8
21-5 114
21-7 7/8
21-10 12
2-1 118
22-3 3/4
22-6 3/8
21-9
23-2 1/4
23-47/8
23-7 12
21
G
22
22-23/4
22-512
22-81/4
22-II
23-13/4
23-412
23-71/4
23-10
24-312
24-61/4
24-9
22
G
23
232 7/8
23-5 3/4
13-85/8
23-41 12
24-2 3/8
74-5 1/4
24-8 1/8
24-11
25-17/9
25-3 3/4
25-7 %
125 -10 12
23
24
24-3
245
24-9
25-0
25-3
25-6
25-9
1 26-0
26-3
26-6
26-9
27-0
1 24
25
25-3 12
255 1/4
25-9-3/8
26-0 12
26-3 5A
26-6 3/4
26-9 7/8
27-1
1 27-4 1/8
27-7 1/4
27-10 3/8
28-1 12
25
26
26-3 1/4
26-6 12
26-9 3/4
27-1
1 27-41/4
27-7 12
27-10 3/4
28-2
28-5 1/4
28-8 f2
28-11 3/4
29-3
26
27
27-3 3/8
27-6 3/4
27-10 0
28-4 12
28-4 7/8
28-8 1/4
28-11 %
29-3
29-6 3/8
29-9 314
30.1 IM
30-412
27
28
28-3 12
28-7
28-10 12
29-2
29-5 12
2'lA
30-0 12
30-4
30-7 12
30.11
31-2 12
31-6
28
29
29=3 5/8
29 7 U4
29-I0 7M
30-2 W
Y" I/3
30A 3/4
31-1 3/8
31-5
314 5/9 ,
32-0 1/4
32-3 7/8
32 7 12
29
30
30.3 114
30-7 112
1.30-11 1/4
31-3
31-6 3 a
31-10 it2
32-2 114
32-6
32-9 3 4
33-1 1_
3:-5 1/4
33-0
30
M
M
12
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DATE RECEIVED NOT REQUIRED
REQUIRED FEES ------- - • _ -
SP VALUE $ 3 7O CREVEW FEE 0
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BUILDING PLAN CHECK
ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU
FORT PIERCE, FLORIDA
TELEPHONE 407-467-2312
FAX 407-467-2325
JURISDICTION: St. Lucie
—PROJECT-NAME:-- -SANDS-AUT
CONTRACTOR: John Nixon Construction
ARCHITECT: Phil Steel
OWNER: Sands On The Ocean
LOCATION: 3100 N. Ocean Dr.
BUILDING SIZE:
OCCUPANCY TYPE: Storage - Parking closed
CONSTRUCTION TYPE: SBCCI. VI un.
NFPA. V (200)
#6406
ING DEPT. NO.
PHONE NUMBER
465-8267
PHONE NUMBER
465-8322
DATE RECEIVED
7-19-94
7-19-94
NUMBER OF STORIES
1
BUILDING HEIGHT
FIRE PROTECTION: Automatic Sprinkler Yes— No x
Occupancy Hazard N.F.P.A.#13
Requirements:
1. Masonry walls separating enclosed parking from carports shall be continuous from the floor
to the underside of roof deck.
2. Though not required, I suggest a single draft stop attached to one side of the trusses,
midpoint of the carports. Draft stop material may be of 1/2" plywood or Gypsum
board. The draft stop need not be taped or finished with drywall compound.
3. Provide a 2A-10BC rated fire extinguisher for each unit. Suggest they be mounted in
glass front cabinets. Maximum travel distance is 75'.
CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS
24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS
REVIEWED BY:�2 DATE
Sheet No. — of
PHI L I P S .. S T E E L A I A. A R C H I T E C T,
- 26 July, .1994 .
TO: St. Lucie County Building Department
REF: Sands Garages
TO WHOM IT MAY CONCERN:
This is to inform you. that the garage overhead doors and the roof meet wind load
requirements of up to 110 miles per hour.
0
� T
Philip S'. Stee A.I.A. .
Architect
2030 HAREORTOWN DRIVE, SUITE E. FORT PIERCE, FLORIDA 34946 • 407-465-8322 FAX 407.595.8834
I
r , LINDE LNN ENGINEERING Q gPANY
Consulting Engineers
375 East Highway 50
Inspection Services Clermont, Florida 34711 Engineering Design
April 7, 1994 -
TO WHOM IT-MArCONCERN
Reference: Windsor Door Drawing No. 10 1993 -2
Model No. 424,530 and 535 - 110 MPH S.B.C.
This letter is to advise that these doors were tested in a pressure/vacuum chamber providing a
typical garage door installation in an opening provided for each.
The pressures/vacuums indicated on the drawings were generated under the supervision of the
undersign who witnessed and recorded the results.
The pressures/vacuums used for the tests correspond to those required by the Standard Building
Code for the wind speeds indicated as applied to buildings according to Code requirements,
Section 1205.
If you have any questions, please let me hear from you.
Sincerely,
`
William T. Lindemann, P.E.
Florida License No. 33577
WTL:bl
Office (904) 242-0100 FAX (904) 242-0302
Registered in Florida and several other states
,,WpTERIAL SPECS FOR 0._,_..�ANELS, TRACK.
a,• ^
o ANGLES AND STRUTS SHE COMMERCIAL
dRAOE STEEL PER ASTM
1MIN. YIELD--35,000 PSL
2' GALV. STEEL HORIZONTAL TRACK
16 GAGE OR 13 CAGE BASED ON
THE WEIGHT OF THE DOOR.
3/4 X 1-1/2' X 13.GAGE MIN.
GALY. STEEL HORIZONTAL ANGLE.
LENGTH -,82' FOR 16' WIDE DOORS
'- 21-1/4' FOR 9' WIDE DOORS
13 GAGE GALV. STEEL TRACK SPLICE OR FLAG BRACKET II
I -
Y 18 GA GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH
1/4'-20 X 5/8' RIB NECK CARRIAGE BOLTS
PENING HEIGHT 3/4' POLYSTYRENE
7,-0' MAX INSULATION STANDARD
FOR MODEL 535
57' FOR 16'
WIDE ONLY -
p
' WIDE
WIDE 21' HIGH PANEL 26 GA GALY. AND
PREPAINTED STEEL
20 GAGE -END STILES - 9' WIDE DOORS
FASTENED WITH (4) TOG-L-LOCS/STILE
ON INTERIOR SIDE OF DOOR.,
16 GAGE END STILES - 16' WIDE DOORS
FASTENED. WITH, (2) 1/8' POP RIVETS
PER END STILE' ON INTERIORSIDE
OF DOOR.''a
16 GAGE GALV. STEEL TOP BRACKET «'
WITH 14 GAGE ROLLER HOLDER
WITH 2 FASTENERS.
v 1/4-X 3/4' LONG HEX HEAD SELF
DRILLING SCREWS. .44-
(2 PER VERTICAL STILE)
B
2' ROLLER WITH 7/1 E DLl STEM.
TIRE STEEL 7 BALL OR NYLON.
1.88' -
GALV. STEEL END- HINGE DETAIL A
ATTACHED WITH 4 FASTENERS. 3' STEEL STRUT
14 GAGE - FOR 16' WIDE DOORS
18 GAGE - FOR 9' WIDE DOORS
GALVANIZED STEEL STRUT.
(SEE DETAIL A) 16Fr WIDE DOOR
(SEE DETAIL 8) 9FT WIDE DOOR
(1) 3- 16 GAGE STRUT PER
z' SECTION ON 16 FT. WIDE
(1) Y 22 GAGE STRUT PER
.SECTION ON 9FT. WIDE.
/- 1-3/8' POLYSTYRENE INSULATION
OPTIONAL FOR MOD. 424 AND 530
/-13 GAGE GALY. STEEL BOTTOM BRACKET
/ ATTACHED WITH 2-FASTENERS
BOTTOM -SCREW CAN BE ABOVE OR
BELOW ROLLER. '
' SECTION A —A
LAG SCREW - 5/16' X 1-1/2'
72— .
r 20 GAGE GALV. STEEL CENTER STILE
18 GAGE CALV. STEEL CENTER HINGE FASTENED WITH (4) 1/4' X=1/2' TOG-L-LOC OR POP RIVETED TO PANEL `
HEX HEAD SHEET METAL SCREWS.
SECTION B—B
16 FT. WIDE DOOR
10 GAGE GALV. STEEL TRACK BRACKETS FASTENED TO
—WOOD JAMBS-(3-PER-SIDE).—SEE ABOVE;;FOR=SPACING=
9 FT. WIDE DOOR
— 13 GAGE GALV. STEEL TRACK BRACKETS FASTENED TO .
WOOD JAMBS. (2 PER SIDE). -SEE ABOVE .FOR SPACING.
PREPARATION OF JAMBS BY -OTHERS.
NOTE ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE
1/4 -20 X 5/8' HEX BOLTS h NUTS OR
1/4' X 1/Z• LONG HEX HEAD SHEET METAL SCREWS.
. . 7PnONAL 1/8' DSB GLASS LIGHTS
16'-0' (MAX)
(DOUBLE CAR)
I r.63
_R 2
F-i.88-I
DETAIL B
2' STEEL STRUT
WILLIAM T. LtND.EMAN,N, P.E.
Consulting Structural Engineer
Florida License No. 33577
375 East Highway 50
Clermont, FL 34711
(904) 242.0100
• CENTER STILES
(3 PER SECTION)
r
9'-0 MAX.
(SINGLE CAR) _
CENTER STILES
: (1 PER SECTION)
a ••ya.. .a J.w
P_0. BOX .8915 •;
WINDSOR DQOR- :LITTLE IiOGK,.Ai?
_ :72219 .^
A United Dominion Company: «.
USTEDAN TABLE BELOW. THIS IS IN COMPLIANCE WITH THE STANDARD BUILDING -CODE -FOR - MODELS:
A 110 M.P.H. WIND AT THE CONDITION SHOWN IN THE TABLE. 424, 530, 535
DOORS SMALLER THAN THOSE SHOWN WILL WmHSTANO THE INCREASED SBC PRESSURE LOADS, _
GIVEN THE SAME CONDITIONS. THE INCREASE iN DOOR STRENGTH IS GREATER THAN THE PART NAME:
- ' - INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE'NARROWER OR SHORTER.
I RESIDENTIAL STEEL DOOR
P.S.F.((LLTggABLE TOLERANCE FOR 110 MPH S.B.C.
ROOF PITCH IS CREA7ERS. SO 0�)DEG"UPM
FRAC_+1/6$
DOOR SIZE USE FACTOR — RESIDENCE DEC. f.015 NEXT LEVEL DATE: DWG. NO.
WIDTH HEIGHT POSITIVE END ZONE NEGATIVEA 1336 3/3/94 ,2�8 ANG- f 11-19-93
7_ 29.0 -32.8REV. E.C.N. DATE: APPROV. SCALE PLOT SCALE DRN. BY 101993-2
,�•_ r_ 979 —31..) NONE 1=1 BH
,�K-v 9 711