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C1, W Ga age Door
C2. Walk* Door
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RECEIVED
APR 2 0 2021
FQrmitti,ng Department
St. Lucie COUntV
FILE COPY
15'
>of5
2/27/2021. 1:11 PM
CODES AND STANDARDS
1. WIND LOADS AS PER:
A. FLORIDA RESIDENTIAL BUILDING CODE 7TH EDITION (2020) WITH AN ULTIMATE DESIGN
WIND SPEED OF 150 MPH, EXPLOSURE B, NOMINAL DESIGN WIND SPEED
OF 117 MPH, BUILDING RISK CATEGORY 1.
2. ROOF LIVE LOAD DESIGN IS 20 PSF.
3. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE:
A. FLORIDA BUILDING CODE 7TH EDITION (2020).
B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
(ACI 318/ 2014 EDITION).
C. MANUAL OF STANDARD PRACTICE FOR WELDING REINFORCING STEEL,
INSERTS & CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION.
AWS. D1.4/ LATEST EDITION
D. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF
STRUCTURAL STEEL FOR BUILDINGS. (AMERICAN INSTITUTE OF STEEL
CONSTRUCTION) AISC 13TH EDITION (ASO).
4. MATERIALS AND ASSEMBLY TEST AS FOLLOWS:
A. EXTERIOR WINDOWS, SLIDING AND PATIO GLASS DOORS SHALL BE TESTED
BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND SHALL BE
LABELED WITH ANAPPROVED LABEL IDENTIFYING THE MANUFACTURER,
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT CERTIFICATION
AGENCY, TESTING LABORATORY, EVALUATION ENTITY OR FLORIDA STATE WIDE
PRODUCT APPROVAL NUMBER TO INDICATE COMPLIANCE WITH THE REQUIREMENTS
OF ONE OF THE FOLLOWING SPECIFICATIONS:
ANSI/AAMA/N W W DA.101 /I.S. 2-97 OR TAS 202
B. EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED FOR STRUCTURAL INTEGRITY
IN ACCORDANCE WITH ASTM E330 AT A LOAD OF 1.5 TIMES THE REQIRED
DESIGN PRESSURE LOAD.
C. SECTIONAL GARAGE DOORS SHALL BE TESTED FOR DETERMINATION OF
STRUCTURAL PERFORMANCE UNDER UNIFORM STATIC AIR PRESSURE
DIFFERENCE IN ACCORDANCE WITH ANSIIDASMA 115 OR TAS 201,202 AND 203.
5. STEEL FRAMES SHALL BE SPACED NO MORE THAN 60" O.C. U.N:O. ON PLAN, ALL TUBE
STEEL SHAPE STRENGTHS ARE 46 KSI STEEL. ALL CUPS ARE 36 KSI STEEL.
6. STEEL WELD STRENGTH SHALL BE 55 KSI TYP. ALL WELDS SHALL BE 1/8" MINIMUM
FILLETWELDS.
7. ANCHORING BUILDING:
A. BUILDING SHALL BE ATTACHED WITH HELICAL ANCHORS PER THE HELICAL ANCHOR DETAIL.
B. WHEN EMBEDDED INTO ASPHALT HELICAL ANCHORS OR 30" LONG #5 REBAR WITH A NUT
WELDED TO THE TOP, SHALL BE INSTALLED AT 12" ON CENTER FROM EACH SIDE AND
THE BALANCE o 56" ON CENTER.
C. WHEN PLACED ON A 4" CONCRETE SLAB, A 1/2" EXPANSION ANCHOR WITH 2-1/2"'OF EMBEDMENT
SHALL BE INSTALLED 12" FROM EACH SIDE AND THE BALANCE o 56" ON CENTER. CONCRETE SHALL
BE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.
8. ALL STEEL TO STEEL FASTENERS ARE TO BE 12-14 x 114 HWU ULTRA-2 TCP3 CS.
9. EACH LOCATION WHERE THE FRAME IS JOINED TOGETHER WILL HAVE 2 SCREWS ON EACH SIDE OF THE JOINT.
ANCHOR SCHEDULE
1/2" DIA. EXPANSION BOLTS TO THICKENED
EDGE FOOTING, 2 1/2" EMBED
STRUCTURE
< 140 MPH
< 150 MPH
0'-24'WIDE
48"O.C.
30' WIDE
48" O.C.
40' WIDE
48" O.C.
WALL AND OPENING PRESSURES
COMPONENTS AND CLADDING (VASD)
OPENING TYPE
HEIGHT
WIDTH
CODE
TYPE
MATERIAL
PRESURE (PSF)
WINDOW
383/8"
37"
23
SINGLE HUNG
•ALUM.
+21.0/-23.0
DOOR
96"
36"
S.-750
SINGLE CURTAIN
STEEL
+20.1/a21.7
DOOR
96"
72'
S.-750
SINGLE CURTAIN
STEEL
+19.0/-20.8
DOOR
96'
104"
S. - 750
SINGLE CURTAIN
STEEL
+18.6 / -20.3
DOOR
96"
120"
S. - 750
SINGLE CURTAIN
STEEL
+18.2 / -20.1
DOOR
96"
144"
S. - 3100
SINGLE CURTAIN
STEEL
+18.1 / -19.8
'- PROVIDE BARRIER BETWEEN ALUMINUM AND STEEL TO PREVENT CORROSION
CONNECTOR SCHEDULE
CONNECTION
0
LENGTH
TYPE
MATERIAL
SPACING FROM
EA CORNER
TYP. SPACING
METAL SIDING ROOF
1/4"
3/4'
SELF TAPPING
GALV. MTL SCREW
1-1/2"
o 10" O.C.
METAL SIDING WALL
1W
3/4'
SELF TAPPING
GALV. MTL SCREW
1-1/2"
o 10" O.C.
TUBE TO TUBE
1/4"
314"
SELF TAPPING
GALV. MTL SCREW
(2) SCREWS
EA. TUBE
END WALL
FRAMING SCHEDULE
END WALL MEMBER
VERTICAL SPAN
TYp, SPACING
14 FT TO 15 FT
o T-6" O.C. (42" O.C.)
13 FT TO 14 FT
o 4'4' O.C. (48" O.C.)
1l'-6" TO 13 FT
o 5'4' O.C. (60" O.C.)
0 TO 11'-6"
0 6-0" O.C. (72" O.C.)
ROOF BEAM SCHEDULE
STRUCTURE
TYP. SPACING
0'-20'WIDE
2.25 X 2.25 X 16 GAUGE
20'-24'WIDE
2.25X2.25X14GAUGE
1"
1a
METAL CLIP ANGLE
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DESIGN DATE: 02/26/2021
REVISION 1: DATE
PAGE:
REVISION 2: DATE
SCALE: NTS