HomeMy WebLinkAboutDigitally Signed CCI Generic 1-6 01-20-20 - ESS 07-14-20 (1)FBC APPROVED PRODUCTS LIST
PRODUCT CATEGORY SUB CATEGORY
STRUCTURAL COMPONENTS ROOF DECK
STRUCTURAL COMPONENTS I STRUCTURAL WALL
STRUCTURAL COMPONENTS I FLOOD VENT
EXTERIOR DOORS I SWINGING
EXTERIOR DOORS I SWINGING
EXTERIOR DOORS I ROLL -UP
EXTERIOR DOORS I ROLL -UP
WINDOWS I SINGLE HUNG
EXTERIOR DOORS I ROLL -UP
EXTERIOR DOORS I ROLL -UP
EXTERIOR DOORS I ROLL -UP
MANUFACTURER
CAROLINA CARPORTS, INC.
26 Gauge AG Panel
CAROLINA CARPORTS, INC.
26 Gauge AG Panel
CRAWL SPACE DOOR SYSTEMS, INC.
16x8 Flood Vent
ELIXIR DOOR AND METAL COMPANY
Series 402-14
ELIXIR DOOR AND METAL COMPANY
Series 407
ASTA INDUSTRIES INC.
Model 203 (12' Max. Width)
CAROLINA CARPORTS, INC.
Steel Roll Up Sheet Door (12' Max. Width)
MI WINDOWS AND DOORS
Model 185 SH
CAROLINA CARPORTS, INC.
Steel Roll -Up Sheet Door - 8' Wide
CAROLINA CARPORTS, INC.
Steel Roll -Up Sheet Door - 10' Wide
CAROLINA CARPORTS, INC.
Steel Roll -Up Sheet Door - 16' Wide
MAXIMUM ALLOWABLE
WIND SPEED
PARTIALLY
OPEN ENCLOSED ENCLOSED
180 180 180
180 180
N/A N/A
N/A 139
N/A 165
N/A 180
N/A 158
N/A 175
N/A 180
N/A 180
N/A 1 155
180
N/A
138
147
TABLE 1
RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
AVERAGE FASTENER SPACING
ON -CENTERS ALONG RAFTERS OR
MAXIMUM PURLINS, AND POSTS OR GIRTS
WIND
ULTIMATE NOMINAL POST / RAFTER (INCHES)
RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END
CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS
110 TO 150 89 TO 116 5.0 6 6
1 C
151 TO 180 117 TO 139 4.0 6 6
NOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18
gauge hat channel roof purlins.
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
ULTIMATE WIND SPEED (mph) METAL CARPORT INSTALLATION PLANS
110 120 130 140 150 160 170 180 AND DETAILS AND FRAMING AND
FASTENER SPECIFICATIONS
174
QA
APPROVAL
EXPIRATION
No. & DATE
DATE
FL6596.1-R5
04/05/27
10/10/17
FL6702.1-R5
03/14/27
10/10/17
FL29622.1
09/01/20
05/15/19
F L 17996.3-R 1
09/14/20
01/29/18
9
F L 17996.5-R 1
09/14/20
01/29/18
FL8888.1-R5
12/31/20
10/07/17
z
0
m
FL16806.1-R4
11/11/20
06/18/19
F L 17499.1-R5
10/17/23
03/27/19
FL16806.2-R4
11/11/20
06/18/19
FL16806.4-R4
11/11/20
06/18/19
28
FL16806.3-R4
11/11/20
06/18/19
30
MAXIMUM ALLOWABLE
WIND SPEED
PARTIALLY
OPEN ENCLOSED ENCLOSED
180 180 180
180 180
N/A N/A
N/A 139
N/A 165
N/A 180
N/A 158
N/A 175
N/A 180
N/A 180
N/A 1 155
180
N/A
138
147
TABLE 1
RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
AVERAGE FASTENER SPACING
ON -CENTERS ALONG RAFTERS OR
MAXIMUM PURLINS, AND POSTS OR GIRTS
WIND
ULTIMATE NOMINAL POST / RAFTER (INCHES)
RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END
CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS
110 TO 150 89 TO 116 5.0 6 6
1 C
151 TO 180 117 TO 139 4.0 6 6
NOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18
gauge hat channel roof purlins.
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
ULTIMATE WIND SPEED (mph) METAL CARPORT INSTALLATION PLANS
110 120 130 140 150 160 170 180 AND DETAILS AND FRAMING AND
FASTENER SPECIFICATIONS
174
12
138
14
16
30" Anchor
Detail1D
157
180
9
18
20
22
48" Anchor
Detail 1C
172
z
0
m
24
26
28
60" Anchor
133
30
Detail1C
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:
A. PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL.
B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REQURIEMENTS.
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 SIXTH EDITION (2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH
EDITION (2017) - 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.
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
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, SIXTH EDITION (2017). THE PLANS
ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING
CODE.
BECHTOL ENGINEERING AND TESTING, INC.
605 WEST NEW YORK AVENUE
DELAND, FLORIDA 32720
Certificate of Authorization No. 00005492
Digitally signed by Thomas
Thomas Bechtol Bechtol
Date: 2020.07.14 14:17:08 -04'00'
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. Bechtol, P.E.
on the date indicated here. Printed copies of this document are not considered
signed and sealed, and the signature must be verified on any electronic copies.
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
FIELD TE 01/20/20
BECHTOL ENGINEERINGE1L, mkb oJ`N° NTS
AND TESTING, Inc.
° tb G20001
CONSULTING GEOTECHNICAL. ENVINoNMENTAL, AND MATERIALS TESTING ENGINEERSCe,�fi�a,e4A.-n-No.°°"°5492 "'c" TB SHEET 1 OF 6
BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF
BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF
BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF
FLOOD VENT (As applicable) —
ROLL -UP DOOR SWINGING DOOR
ROLL -UP DOOR SWINGING DOOR
(As applicable) (As applicable)
(As applicable) (As applicable)
G—s'
ENCLOSED LENGTH VARIES
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION
TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE NOT TO SCALE
BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF
BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF
BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF
FLOOD VENT (As applicable)
ROLL -UP DOOR SWINGING DOOR
ROLL -UP DOOR SWINGING DOOR
(As applicable) (As applicable)
(As applicable) (As applicable)
—6'
6„
ENCLOSED LENGTH VARIES
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION
TYPICAL END ELEVATION
Ed
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE NOT TO SCALE
BOX EAVE FRAME RAFTER OPEN CARPORT -VERTICAL ROOF
BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF
FLOOD VENT (As applicable)
ROLL -UP DOOR SWINGING DOOR
ROLL -UP DOOR SWINGING DOOR
(As applicable) (As applicable)
(As applicable) (As applicable)
ENCLOSED LENGTH VARIES
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION
TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE NOT TO SCALE
BECHTOL ENGINEERING AND TESTING, INC.
605 WEST NEW YORK AVENUE
DELAND, FLORIDA 32720
Certificate of Authorization No. 00005492
Digitally signed by Thomas
Thomas Bechtol Bechtol
Date: 2020.07.14 14:15:02 -04'00'
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. Bechtel, P.E.
on the date indicated here. Printed copies of this document are not considered
signed and sealed, and the signature must be verified on any electronic copies.
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION FIEM TE. o1/20/20
BECHTOL ENGINEERING D mkb ALE. NTS
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
AND TESTING, Inc.
EC" ED tb No G20001
CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS
De,�-14A��o� No.DDODW2 'ROVED TB SHEET 2 OF 6
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
2 12
4 a3
24" 16 GA U -CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4" SDF's AT
EACH END (4 PER BRACE)
x
cD
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
'a >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
O AS SHOWN ON THIS SHEET 4
TYPICAL
NOT TO SCALE
LENGTH VARIES DEPENDING ON
NI IRARFR AND SPA(:INr ()F RAFTFRS
TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME
NOT TO SCALE
12' MAX. OPENING
FOR ROLL -UP DOOR
WITH STRUCTURAL
HEADER
10" (TYPICAL)
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
0� 1":::::13
41 a 3
24" 16 GA U -CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4" SDF's AT
EACH END (4 PER BRACE)
c�
w
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
>24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
I- AS SHOWN ON THIS SHEET
TYPICAL INTERIOR RAFTER/POST
FRAME SECTION - BOX EAVE - HORIZONTAL ROOF
NOT TO SCALE
LENGTH VARIES DEPENDING ON
NI IMRFR AND SPA(:IN(' nF RAFTFRS
TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE
NOT TO SCALE
SEE
TABLE 1/.—OPENING FOR SWINGING
SHEETDOOR WITH NON-STRUCTURAL
1OF6 HEADER
OPENING FOR WINDOW WITH
NON-STRUCTURAL HEADER
TYPICAL SIDE WALL OPENINGS FRAMING PLAN AND WINDOW RAIL
(Also AND
to End Walls)
NOT TO SCALE
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW
NOT TO SCALE
12' MAX. OPENING FOR
ROLL -UP DOOR WITH
NON-STRUCTURAL
HEADER
SEE
TABLE 1
SHEET
1 OF 6
OPENING FOR
SWINGING DOOR
WITH NOW
STRUCTURAL
HEADER
T—
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO PURLINS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
1-1/2" 18 GAUGE FURRING
CHANNEL (PURLIN)
0 AS SHOWN ON THIS SHEET
f—
iL
TYPICAL INTERIOR
RAFTER/POST FRAME SECTION - VERTICAL ROOF
NOT TO SCALE
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48" O.C.
X24" 16 GA U -CHANNEL BRACE
=
FASTENED TO RAFTER WITH
w
(2) #12-14 x 3/4" SDF's AT
=
EACH END (4 PER BRACE)
W
SEE
TABLE 1
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
1 OF 6
>24' TO 30' RAFTER SPAN REQUIRES ATRUSSED RAFTER
0 AS SHOWN ON THIS SHEET
f—
iL
TYPICAL INTERIOR
RAFTER/POST FRAME SECTION - VERTICAL ROOF
NOT TO SCALE
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48" O.C.
TYPICAL
POST/RAFTER FRAMING PLAN - VERTICAL ROOF
NOT TO SCALE
TYPICAL
END WALL OPENINGS POST/RAFTER FRAMING PLAN
NOT TO SCALE
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE
NOT TO SCALE
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
6"
SEE MAXIMUM
TABLE 1 4' O.C. FOR
SHEET VERTICAL
1 OF 6 PANEL w
3
a
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
24" 16 GA U -CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4" SELF -DRILLING
SCREWS AT EACH END
(4 PER BRACE)
ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTIOf
TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN)
NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER)
24" 16 GA U -CHANNEL BRACE (5' TO T POST)
48" 16 GA U -CHANNEL BRACE (8' TO 14' POST)
BRACE ANGLE SHALL BE MIN. 30°
Tn AAAV AG- CDnIKA WnDl7nK17AI
LD
3
LEAN-TO FRAMING PLAN
NOT TO SCALE
11 Ir
SEE
TABLE 1
SHEET
1 OF 6
3
4
LENG VARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
TYPICAL
POST/RAFTER FRAMING PLAN - VERTICAL ROOF
NOT TO SCALE
TYPICAL
END WALL OPENINGS POST/RAFTER FRAMING PLAN
NOT TO SCALE
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE
NOT TO SCALE
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
6"
SEE MAXIMUM
TABLE 1 4' O.C. FOR
SHEET VERTICAL
1 OF 6 PANEL w
3
a
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
24" 16 GA U -CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4" SELF -DRILLING
SCREWS AT EACH END
(4 PER BRACE)
ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTIOf
TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN)
NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER)
24" 16 GA U -CHANNEL BRACE (5' TO T POST)
48" 16 GA U -CHANNEL BRACE (8' TO 14' POST)
BRACE ANGLE SHALL BE MIN. 30°
Tn AAAV AG- CDnIKA WnDl7nK17AI
LD
3
LEAN-TO FRAMING PLAN
NOT TO SCALE
4" MINIMUM
INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDT
ANCHOR OR 1/2" x MINIMUM 5-1/2" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6" OF EACH
RAFTER POSTS ALONG SIDES AND EVERY END
WALL POST ALONG END WALL SECTIONS
MINIMUM
INIMUM 2-1/2" EMBEDMENT
a
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 45's CONTINUOUS
CONCRETE BASE RAIL ANCHORAGE
A Not To Scale
DRILL 5/8" HOLE THROUGH THE 2" WASHERS
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER �TS CONTINUOUS
LT
THROUGH-BOBASE RAIL
(SEE GROUND ANCHOR
MINIMUM 4" SCHEDULE, SHEET 1 OF 6,
FOR REQUIRED ANCHOR)
— CONTINUOUS 4"
CONCRETE PAVEMENT
EYE ANCHOR—
S CONCRETE BASE RAIL ANCHORAGE
I EE Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B)
TS TRUSSED RAFTER CHORD,
OR NON-STRUCTURAL HEADER
TS END POST OR DOOR/ /
WINDOW FRAME POST C
TS BASE/WINDOW RAIL OR
NON-STRUCTURAL HEADER
(12 GA IF ROLL -UP DOOR FRAME)
2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST (EACH SIDE)
AND RAFTER CHORD/RAIL WITH
(4) #12-14 x 3/4" SDF's, (2) ON
TOP OR BOTTOM, (2) ON SIDE
NOTE: AT ROLL -UP DOOR
OPENINGS, POST SHOULD
BE FLUSH WITH RAIL END.
CLIP POST TO RAIL ONLY ON
SIDE OPPOSITE THE OPENING.
POST TO RAIL, TRUSS CHORD, OR
NON-STRUCTURAL HEADER CONN. DETAIL
Not To Scale
INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDT
ANCHOR OR 1/2" x MINIMUM 5-1/2" EXPANSION ANCHOR DRILL 5/8" HOLE THROUGH THE
THROUGH BASE RAIL WITHIN 6" OF EACH BASE RAIL AND SECURE TO
RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH 1/2" DIAMETER
WALL POST ALONG END WALL SECTIONS THROUGH -BOLT
IN. 6"
�II� W �f��i/fillq�l ]q�7�1q�11
MINIMUM 4"
CONTINUOUS 4" CONCRETE PAVEMENT
11 IB�CONCRETE BASE RAIL ANCHORAGE
Not To Scale (OPTIONAL - OPEN CARPORTS ONLY)
24" 16 GA U -CHANNEL BRACE (5' TO 7' POST)
48" 16 GA U -CHANNEL BRACE (8' TO 14' POST)
BRACE ANGLE SHALL BE MIN. 45"
TO MAX. 60° FROM HORIZONTAL
NIPPLE TO\ 3/16"
RAFTER
TS RAFTER
6" LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4) #12-14 x 3/4" SDF's
RAFTER POST
BOX EAVE RAFTER/POST DETAIL
�~ Not To Scale
TS RAFTER POST
1-1/2" x 1-1/2" x 2" 16 GA CLIP
ANGLE SECURE TO
POST AND BASE RAIL
WITH (4) #12-14 x 3/4" SDF's,
(2) ON TOP, (2) ON SIDE
CONTINUOUS BASE RAIL
5 END POST/BASE RAIL CONN.
Not To Scale
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
WASHERS
TS CONTINUOUS
BASE RAIL
EYE ANCHOR
5/8" ROD 48" LONG
WITH 6" HELIX
OR
5/8" ROD 60" LONG (SEE GROUND ANCHOR
WITH 7" HELIX, SCHEDULE, SHEET 1 OF 6,
AS APPLICABLE FOR APPLICABILITY)
C,�_BAtSnE
RAIL DEEP ANCHORAGE
TS BOW RAFTER
NO SCREWS
REQUIRED
IN BOW BEND
DRILL 5/8" HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER
THROUGH -BOLT
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
2" WASHERS
TS CONTINUOUS
BASE RAIL
EYE ANCHOR U (SEE GROUND ANCHOR
5/8" ROD 30" LONG SCHEDULE, SHEET 1 OF 6,
WITH DBL 4" HELIX FOR APPLICABILITY)
8vBASE RAIL ANCHORAGE
Not To Scale
24" 16 GA U -CHANNEL BRACE (5' TO 7' POST)
48" 16 GA U -CHANNEL BRACE (8' TO 14' POST)
9-1/2"r3"
BRACE ANGLE SHALL BE MIN. 45"
TO MAX. 60" FROM HORIZONTAL NIPPLE TO 3/16"
BASE RAIL
6"
6" LONG TS NIPPLESECURE RAFTER AND POST TO
NIPPLE WITH (4) #12-14 x 3/4"
SELF -DRILLING FASTENERS
BOW RAFTER/POST DETAIL
F
Not To Scale
TS POST
2" x 2" x 2" 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAIL/GIRT WITH (4) #12-14 x 3/4" SDF's
(2) ON TOP OR BOTTOM, (2) ON SIDE
TS NON-STRUCTURAL HEADER
TS WINDOW RAIL OR GIRT
FOR VERTICAL SIDING OPTION
NON-STRUCTURAL HEADER, WINDOW
RAIL, OR GIRT TO POST CONN. DETAIL
Not To Scale
6" LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3/4" SDF's
RAFTER POST
TS CONTINUOUS BASE RAIL
POST/BASE RAIL CONN. DETAIL
Not. To Scale
2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4) #12-14 x 3/4"
SDF's, (2) ON BOTTOM,
(2) ON SIDE
OR
2"x4" 16 GA PLATE
SECURE TO EACH SIDE OF
TS END POST – POST/RAFTER CONNECTION
WITH (4) #12-14 x 3/4" SDF's,
A (2) ON POST, (2) ON RAFTER
OENDPOST/RAFTER CONN. DETAIL
Not To Scale
1-1/2" x 1-1/2" x 2" 16 GA
CLIP ANGLE SECURE TO
RAFTER POST AND GABLE
RAIL WITH (4) #12-14 x 3/4" SDF's
(2) ON TOP, (2) ON SIDE
RAFTER POST
1-1/2" x 1-1/2" x 2" 16 GA CLIP
ANGLE SECURE TO RAFTER
AND GABLE RAIL WITH (4)
#12-14 x 3/4" SDF's, (2) ON TOP,
(2) ON BOTTOM
GABLE RAIL
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
11 A Not To Scale
2-1/4" FOR
12 GA FRAMING
2-1/2" FOR
14 GA FRAMING
16 GAUGE U -CHANNEL BRACE
FASTENED TO THE POST AND
RAFTER WITH (2) #12-14 x 3/4" SDF'S
AT EACH END (4 PER BRACE)
BRACE SECTION
Not To Scale
NIPPLE
DBL. HE
5 NIPPLE
EACH WITH
x 3/4"
-LING FASTENERS
GA TS POST
RAFTER POST/DBL. HEADER DETAIL
Not To Scale
1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE
SECURE TO RAFTER POST AND
GABLE RAIL WITH (4) #12-14 x 3/4" SI
TOP AND BOTTOM i
1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE
SECURE TO RAFTER AND GABLE
RAIL WITH (4) #12-14 x 3/4" SDF's,
(2) ON TOP, (2) ON BOTTOM
—6" LONG TS NIPPLE
SECURE RAFTER AND POST TS GABLE RAIL
TO NIPPLE WITH (4) #12-14 x 3/4"
SELF -DRILLING FASTENERS
TS RAFTER POST
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
I I Not To Scale
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12-14 x 3/4" SDF
SPACED NOT MORE THAN 48" O.C.
26 GA. METAL ROOF
PANEL
TS RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
FTER POST
VG TS NIPPLE
RE WITH (4) #12-14 x 3/4"
DRILLING FASTENERS
DOUBLE TS HEADER
NIPPLE TO
DBL. HDR.
RAFTER POST/HEADER DETAIL
Not To Scale
NIPPLE TO 3/16"
RAFTER �
TS RAFTER 12" LONG TS NIPPLE.
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3/4" SDF's,
24" 16 GA U -CHANNEL BRACE (5' TO 7' POST)
48" 16 GA U -CHANNEL BRACE (8' TO 14' POST)
BRACE ANGLE SHALL BE MIN. 45°
TO MAX. 60° FROM HORIZONTAL
TS LEG POST
TS RAILS
169:7_F9� L1P
6" LONG TS NIPPLE
SECURE WITH (4) 412-14 x 3/4" SDF's
TS RAFTER POST
SIDE EXTENSION
RAFTER/POST DETAIL
12 Not To Scale
TYPICAL FLOOD
VENT FRAMING PLAN
NOT TO SCALE
SEE GENERAL NOTE No. 12, SHEET 1 OF 6.
6" LONG TS NIPPLE
SECURE EACH WITH (4) #12-14 x 3/4"
SELF -DRILLING FASTENERS
12 GA TS POST
TS BASE RAIL
3/16" NIPPLETO
BASE RAIL
RAFTER POST/BASE
BASE RAIL CONNECTION DETAIL
Not To Scale
TS RAFTER POST
2"x4" 16 GA PLATE (ONE REQUIRED)
SECURE TO EITHER SIDE OF
POST/RAFTER CONNECTION
WITH (4) #12-14 x 3/4" SDF's,
(2) ON POST, (2) ON RAFTER
—TS LEAN-TO RAFTER
2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4) #12-14 x 3/4"
SDF's, (2) ON RAFTER,
(2) ON POST
POST / LEAN-TO RAFTER CONN. DETAIL
1 3 Not To Scale
VERTICAL SIDE OPTION
SEE
TABLE 1 OPENING FOR SWINGING DOOR
SHEET WITH NON-STRUCTURAL HEADER
1 OF 6
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO
EACH RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING
6" f~ FASTENER SPACED NOT MORE THAN 48" O.C.
GIRTS d GIRTS
(Typical) q a s � � (Typical) 1
a � \
12' MAX. OPENING FOR
ROLL -UP DOOR WITH 6
5 a NON-STRUCTURAL HEADER
a a
UPA- A,a
a
TYPICAL END
WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN
NOT TO SCALE
BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES
TYPICAL SIDE ELEVATION
NOT TO SCALE
ROLL -UP DOOR SWINGING DOOR
!Ac nn Hl Klel !Ae—ii—KI-1
TYPICAL END ELEVATION
NOT TO SCALE
rOPENING FOR SWINGING DOOR
WITH NON-STRUCTURAL HEADER
TYPICAL POST/RAFTER/GIRT FRAMING PLAN
NOT TO SCALE
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES
TYPICAL SIDE ELEVATION
NOT TO SCALE
ROLL -UP DOOR SWINGING DOOR
/Ac —H—ki-I /Ac �nnlir�4.la\
TYPICAL END ELEVATION
NOT TO SCALE
g
q
SEE
TABLE 1dE
8
5
gqa
q q
6
3 3
SHEET
�1OF6 2
ej
12' MAX. OPENING FOR
3
10
ROLL -UP DOOR WITH
a
3
a
5
STRUCTURALHEADER
q
q
OPENING FOR WINDOW WITH
NON-STRUOT=OHEADER
LENGTH VARIES DEPENDING ON NUMBER
AND WINDOW RAIL
AND SPACING OF RAFTERS
(Also applicable to End Walls)
TYPICAL POST/RAFTER/GIRT FRAMING PLAN
NOT TO SCALE
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES
TYPICAL SIDE ELEVATION
NOT TO SCALE
ROLL -UP DOOR SWINGING DOOR
/Ac —H—ki-I /Ac �nnlir�4.la\
TYPICAL END ELEVATION
NOT TO SCALE