HomeMy WebLinkAboutAPPROVED CAROLINA CARPORT GENERIC 2020FBC - ESS page 1FBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE TABLE 1
WIND SPEED RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
APPROVAL QA PARTIALLY AVERAGE FASTENER SPACING
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
No. &DATE
EXPIRATION
DATE
OPENENCLOSED
ENCLOSED
RISK
WIND
EXPOSURE
ULTIMATE
WIND SPEED
NOMINAL
WIND SPEED
MAXIMUM
POST / RAFTER
SPACING
ON -CENTERS ALONG RAFTERS OR
PURLINS, AND POSTS OR GIRTS
(INCHES)
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
26 Gauge AG Panel
FL6596.1-R6
12/15/20
04/05/27
180
180
180
INTERIOR
END
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL6702.1-R6
03/14/27
180
180
180
CATEGORY
CATEGORY
(MPH)
(MPH)
(FEET)
POSTS/RAFTERS
POSTS/RAFTERS
26 Gauge AG Panel
12/15/20
I
C
110 TO 150
89 TO 116
5.0
6
6
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
26 Gauge Dutch Lap Wall Panel
FL6702.3-R6
12/15/20 **
03/14/27
N/A
164
143
151 TO 180
117 TO 139
4.0
6
6
STRUCTURAL COMPONENTS
FLOOD VENT
CRAWL SPACE DOOR SYSTEMS, INC.
FL29622.1
09/30/22
N/A
N/A
N/A
NOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18
16x8 Flood Vent
05/15/19
gauge hat channel roof purlins.
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
Series 402-14
FL17996.3-R1
02/04/18
09/14/20
N/A
156
138
2. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 7° to 27' (1.5:12 to 6:12 pitch). Spacing
requirements for other roof heights and/or slopes may vary.
GROUND ANCHOR SCHEDULE
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
Series 407
FL17996.5-R1
02/04/18
09/14/20
N/A
165
147
METAL CARPORT INSTALLATION PLANS
AND DETAILS AND FRAMING AND
ULTIMATE WIND SPEED (mph)
110 120 130 140 150 160 170 180
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
EXTERIOR DOORS
WINDOWS
ROLL -UP
ROLL -UP
ROLL -UP
ROLL -UP
ROLL -UP
SINGLE HUNG
ASTA INDUSTRIES INC.
Model 203 (12' Max. Width)
CAROLINA CARPORTS, INC.
Steel Roll Up Sheet Door (12' Max. Width)
CAROLINA CARPORTS, INC.
Steel Roll -Up Sheet Door - (8' Max. Width)
CAROLINA CARPORTS, INC.
Steel Roll -Up Sheet Door - (16' Max. Width)
CAROLINA CARPORTS, INC.
Steel Roll -Up Sheet Door - (10' Max. Width)
MI WINDOWS AND DOORS
Model 185SH
FL8888.1-R6
12/29/20
FL16806.1-R5
12/16/20
FL16806.2-R5
12/16/20
FL16806.3-R5
12/16/20
FL16806.4-R5
12/16/20
FL17499.1-R8
11/27/20
1
12/31/21
04/05/29
04/05/27
04/05/27
04/05/27
10/17/23
N/A
N/A
N/A
N/A
N/A
N/A
180
158
180
155
180
175
174
138
180
133
172
157
=
�
C�
z
m
12
14
16
18
20
22
24
26
28
30
30"Anchor
Detail 1D
FASTENER SPECIFICATIONS
FOR CONSTRUCTION IN THE STATE OF FLORIDA
PREPARED FOR:
CAROLINA CARPORTS, INC.
P.O. BOX 1263
DOBSON, NORTH CAROLINA 27017
PREPARED BY:
BECHTOL ENGINEERING AND TESTING, INC.
605 WEST NEW YORK AVENUE
DELAND, FLORIDA 32720
Certificate of Authorization No. 00005492
48"
Anchor
Detail 1C
60" Anchor
Detail 1C
DETAILS
1 C AND 1 D SHOWN
ON SHEET
4 OF 6
NOTES:
1. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: PENDING
A. PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL.
B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REQURIEMENTS. MAXIMUM POST SPACING FOR DUTCH LAP IS 4.0'
2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS MAY BE RAISED OR LOWERED AS NECESSARY TO ACCOMODATE
SUBSTITUTED PRODUCT.
GENERAL NOTES:
1 THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO
PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS
NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS,
INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE
APPLICATION OF ADDITIONAL LOADS.
3, ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDING CODE (FBC) AT THE
LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA.
5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.
6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW1 .4
WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.
7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING
AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS.
8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LDT 1/2" x 5" OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT.
9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS.
10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SEVENTH EDITION (2020) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC
SEVENTH EDITION (2020) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED.
11. 14 GA FRAMING: 2-1/2" x 2-1/2" TUBE STEEL (TS) WITH 2-1/4" x 2-1/4" TS NIPPLES.
12 GA FRAMING: 2-1/4" x 2-1/4" TS WITH 2" x 2" TS NIPPLES.
12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLED ON AT LEAST TWO (2) SIDES OF ENCLOSED AREA, WITH BASE OF
OPENINGS SET WITHIN 1-FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE FBC APPROVED PRODUCTS LIST SHALL BE BASED ON ONE (1) FLOOD VENT PER
EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6.
THIS IS TO CERTIFY THAT THE CALCULATIONS AND
SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE
UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN
ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF
THE FLORIDA BUILDING CODE, SEVENTH EDITION (2020).
BECHTOL ENGINEERING AND TESTING, INC.
605 WEST NEW YORK AVENUE
DELAND, FLORIDA 32720
Thomas Digitally signed by Thomas
Bechtol
Bechtol Date: 2021.01.12 08:54:46
05'00'
Thomas Bechtol, P.E.
President / Principal Engineer
Thomas Bechtol, P.E., State of Florida, Professional Engineer, License No. 38538
This item has been digitally signed and sealed by Thomas R. Bectltol, P.E.
on the date indicated here. Pdnted copies of this document are not considemd
signed and sealed, and the signature must be verified on any electronic Copes.
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
01/05/2021
BECHTOL ENGINEERING mkb SCALE. NITS or AND TESTING, Inc.
' tb G21001
CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEFRS
C"��"aA"�,°"�'M"N".aaO- ..L' TB SHEET 1 OF 6