HomeMy WebLinkAboutPLANS 1 TABLE 1 STANDARD BUILDING CAROLINA CARPORTS INC.
BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING
SPECIFICATIONS P.O. BOX 1263
MAXIMUM MAXIMUM AVERAGE FASTENER SPACING DETAILS DOBSON, NC 27017
WIND ULTIMATE NOMINAL GROUND POST/RAFTER ON—CENTERS ALONG RAFTERS OR
EXPOSURE WIND SPEED WIND SPEED SNOW LOAD SPACING PURLINS, AND POSTS OR GIRTS TOLL FREE 1-800-670-4262
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CATEGORY (MPH) (MPH) (ESE) (FEET) (INCHES) LOCAL 336-367-6400
METAL PANELS SPACING 40 ft SPAN FAX 336-367-6410
B, C OR D 105 TO 170 82 TO 132 30 4.0 26 gauge 6
LIGHT FRAME CONSTRUCTION This document is the property of Carolina Carports, Inc. Use of
these plans without the permission of Carolina Carports is prohibited.
NOTES: 1. Specifications applicable to 26 or 29 gauge metal panels fastened directly to 12 or 14
gauge steel tube bow frames.
2. Fasteners consist of #12-14 x 4" self—drilling screws without control seal washer. 24" X 24" 14 Ga. METAL CARPORT INSTALLATION PLANS AND DETAILS
3. Specifications applicable only for mean roof height of 24 feet or less and roof slopes NOTE: USE
of 7 to 27 degrees (1.5:12 to 6:12 pitch). Spacing requirements for other roof heights X 24" X 24" 12 Ga. AND
and/or slopes may vary.
STEEL TUBE FOR ALL FRAME AND BASE
APPROVED PRODUCTS LIST RAIL MEMBERS UNLESS OTHERWISE SHOWN. FRAMING AND FASTENER SPECIFICATIONS
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER HVHZ APPROVAL CAROLINA CARPORTS, INC.
No. & DATE
187 Cardinal Ridge Trail
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. 12/15/20 DOBSON, NORTH CAROLINA 27017
26 Go. AG Roof Panel YES FL6596.1—R6
29 Go. AG Roof Panel No FL6596.2—R6
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. 12/15/20 THE OWNER IS RESPONSIBLE FOR OBTAINING A
26 Go. AG Wall Panel YES FL6702.1—R6
29 Go. AG Wall Panel No FL6702.2—R6 BUILDING PERMIT, IF NEEDED, AND FOR COMPLYING
26 Go. Dutch Lap Wall Panel NO FL6702.3—R6 rrr��llllllllllllllllllllllllll111111�, _ WITH ALL LOCAL BUILDING CODE REQUIREMENTS.
29 Go. Dutch Lap Wall Panel NO FL6702.4—R6
STRUCTURAL COMPONENTS FLOOD VENTS FLOOD
Flo FLAPS,
LLC NO FL01 /17/1 8R2
THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS
HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL
STRUCTURAL COMPONENTS FLOOD VENTS CRAWL SPACE DOOR SYSTEMS 05/15/19* ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF
8x16 Model CSBA816 No FL296221—R0 SECTION 1609 OF THE FLORIDA BUILDING CODE, SEVENTH EDITION (2020).
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY 02/04/18* THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA
Series 402-14 No FL17996.3—R1 BUILDING CODE.
Series 407 NO FL17966.5—R1
EXTERIOR DOORS ROLL—UP CAROLINA CARPORTS, INC. 12/16/20 BUILDING CODE INFORMATION DESIGN LOADS
12' x 8' 26 Go. Steel Door NO FL16806.1—R5 OCCUPANCY CATEGORY II MIN. DEAD LOAD 5 PSF
8' x 8' 26 Go. Steel Door NO FL16806.2—R5
16' x 8' 26 Go. Steel Door NO FL16806.3—R5 USE GROUP U or S MIN. FLOOR LIVE LOAD 125 PSF
10' x 8' 26 Go. Steel Door NO FL16806.4—R5
CONSTRUCTION TYPE 2B MIN. ROOF LIVE LOAD 20 PSF
WINDOWS SINGLE HUNG MI WINDOWS AND DOORS 11/27/20 IMPORTANCE FACTORS MIN. GROUND SNOW LOAD 0 PSF
Model 185 SIT NO FL1 7499.1—R8
WIND Iw 1.0 MAX. GROUND SNOW LOAD
NOTE: THE HIGH VE'CCI IY HURRICANE ZONE (HVHZ) INCLUDES BROWARD & DADE COUNTIES SNOWNOTES: * EBC 2020 APPROVAL PENDING. SNOW Is 1.0 MIN. ULTIMATE WIND SPEED SEE
THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM (MWFRS), COMPONENTS AND CLADDING,
EARTHQUAKE Is 1.0 MAX. ULTIMATE WIND SPEED TABLE 1
AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING, BUT NOT LIMITED TO, PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY EXPOSURE CATEGORY
SET—BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
SEISMIC RESPONSE COEFFICIENT 0.500
THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS CAPABLE OF SUPPORTING THE DEAD LOAD OF THE STRUCTURE AND
APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, WHICH EXERT ADDITIONAL LOADS ON THE This item has been digitally signed by Robert L. Luebbers,
STRUCTURE SHALL BE AT THE OWNER'S RISK. CAROLINA CARPORTS SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE P.E. on the date Indicated here. Printed copies of this
TO THE APPLICATION OF ADDITIONAL LOADS. CONCRETE FOUNDATION DESIGN RECOMMENDATIONS: document are not considered signed and sealed, and the
signature must be verified on any electronic copies.
ALL STEEL TUBING SHALL BE 55 KSI STEEL OR BETTER. ALL METAL PANELS SHALL BE 80 KSI STEEL OR BETTER.
CONCRETE INFORMATION AND DETAILS SHOWN IN THESE PLANS ARE ROBERT L. LUEBBERs, P.\1, Florida License No. 62169.
FOR INFORMATION ONLY. THE CONCRETE SLAB AND FOUNDATION ARE \\ /
BY OTHERS. THE OWNER IS RESPONSIBLE FOR PROVIDING A SUITABLE These plans have been provided for \\\
AVERAGE FASTEN MSPACING ETAL OOFA8D FOR 29A GAUGE NELS TPANELS IAND NG 16H 01R 26 GAUGE FPANELS.G FASTENERS WITH CONTROL SEAL WASHERS AT AN the purpose of obtaining a building �� �"..LU, e7 //
FOUNDATION FOR THE PROPOSED STRUCTURE AND COORDINATING
CONCRETE STRENGTH AND FOUNDATION DEPTH REQUIREMENTS WITH
ALL FIELD CONNECTIONS SHALL BE #12 x J" SELF DRILLING FASTENERS (SDF) UNLESS NOTED OTHERWISE. BOLTED CONNECTIONS SHALL BE THE LOCAL BUILDING CODE OFFICIALS. permit for: 0��.
"O H.S. BOLTS, ASTM A325 OR SAE GRADE 5, UNLESS NOTED OTHERWISE. � � No.CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH Name: William SkopeljaFort Pierce _ *ALL WELDED CONNECTIONS SHALL BE SHOP WELDED UNLESS NOTED OTHERWISE. OF 3000 PSI AT 28 DAYS OR AS REQUIRED BY LOCAL BUILDING
CODE. THE USE OF HIGHER STRENGTH CONCRETE IS ACCEPTABLE. SOUtIlWI1lCI TrI _Address: — —
CONCRETE ANCHOR BOLTS SHALL BEITW REDHEAD TAPCON+ OR AN APPROVED EQUAL. INSTALL ANCHOR BOLTS IN ACCORDANCE WITH COVER OVER REINFORCING STEEL: AT OF
MANUFACTURER'S RECOMMENDATIONS. MINIMUM CONCRETE OVER REINFORCING BARS SHALL BE 3 INCHES City: Ft Pierce State: FL
POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND HEADERS. WHERE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT P' ���
WITH THE EARTH OR EXPOSED TO THE EARTH OR WEATHER AND 1j" 34951
PROVIDE LONGITUDINAL BRACING ON TOP OF THE BOTTOM CHORD OF THE ROOF TRUSS FOR THE FULL LENGTH OF THE BUILDING AS ELSEWHERE. //SS�ONAL `GNG\\\\\
INDICATED. // \\
REINFORCING STEEL: Use of these plans by anyone else or
GALVANIZATION: METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. THE USE OF for any other purpose Is prohibited. 01/20/2021
GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO FIBER REINFORCED CONCRETE (FRC) OR WELDED WIRE FABRIC (WWF)
THE WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. IS ACCEPTABLE. I I SHEET 1 OF 4
METAL ROOF PANELS NOTE:SEE TABLE 1 FOR OVERALL LENGTH
FASTENED WITH SDF's STEEL TUBE TRUSS SIZE & SPACING E
STEEL TUBE FRAME DEPENDS ON NU BERAND SPACING OF BOWS
VERTICAL COLUMN
STEEL TUBE LONGITUDINAL
12 BRACE (END TO END) METAL ROOF PANELS 12
3 PURLINS WITH HAT PURLINSLuLJLjLJLLm]m
®4'-0" MAX. SPACING 3 E ZUBE 6"
g" R-PANEL RGOF
6" STEEL TUBE EQ. SPACES CBE * AND SIDE P NELS
O TS 21 x 21 14Ga. E� O
k� TRUSS TOP CHORD TRUSS DIAGONALS 5� SEE TABLE 1 SEE BLE 1 SEE TABLE 1 SEE TABLE 1 SEE TABLE 1
OPTIONAL STEEL TUBE METAL SIDE
OVERHANG LONGITUDINAL AND VERTICALS PANELS s 4" CONC. 2
16 Ga. BRACE BRACE � METAL SIDE 16 Ga. U-BRACE
STEEL TUBE TRUSS PANELS s 1 SLOPE TO SLAB 6" s
(END TO END) BOTTOM CHORD N= 12" 2 DRAIN ** �AX.
6" MAX
16 Ga. BRACE A . MMAX.METAL SIDE 2} x 2} 14Ga. o w 2} x 2} 14Ga. �" A.B. MIN.
PANELS SPACER w + SPACER
x
40'-0" MAX. WIDTH 2} x 2} 14Ga.
'� SPACER
* 12" MIN. OR AS REQUIRED
OPTIONAL a <o VERTICAL
ERTIC LLEG VERTICAL BY LOCAL BUILDING CODE
COLUM}" COLUMN LEG SLOPE ^0 LEAN-TO SET BELOW SIDE ELEVATION ** PER FOOT OR AS REQ'D
or NOTCH, STEEL TUBE o o= BY LOCAL BUILDING CODE
VERTICAL COLUMN o + wm TOP OF LEG POST
or }" CCNS LADDER LEG COLUMN— N
(BY OTHERS)
N
12" N= w DOUBLE VERTICAL LEG OVERALL LENGTH VARIES
12" DEPENDS ON NUMBER AND SPACING OF BOWS
FINISHED 4" CONC. SLAB
GRADE SLOPE TO SLOPE TO rO A.B.'s FINISHED FINISHED J"O A•B•'s LADDER LEG
DRAIN ** DRAIN **� GRADE `GRADE (0 w COLUMN
4" '/ w VERTICAL LEG I
Q --------------------------------------------- Q N _
o_wsw r aw�w r - - - - -
w=o 0 w o c LAP SIDING s AI- - - 6"
a m a m 4" CONCRETE SLAB 8"
x 18"L�CONCRETE FOUNDATION * 12" MIN. OR AS REQUIRED J 1_ ____________ __________ __5__ s EADER* s
J BY LOCAL BUILDING CODE J o
o o
<} _ _______________________________________________ N}
12" CONCRETE FOUNDATION r 4 SIZE FOR LECTED GARAGE DOOR GIRT
** J" PER FOOT OR AS REQ'D NOTE:CONCRETE SLAB 15'-0" MAX. SPAN s 20' 0" MAX. WIDTH
NOTE:CONCRETE SLAB
BY LOCAL BUILDING CODE AND FOUNDATION 3'-0"
AND FOUNDATION 1 TYPICAL SECTION BY OTHERS' TYPICAL SIDE EXTENSION SECTION DOOR
BY OTHERS. 2 s 4" CONC.
s SLAB _i }" A.B.
1 �
OPTIONAL ����
OVERHANG ASPHALT *USE DOUBLE HEADER TO 12' DOOR,
TRUSS TOP CHORD USE LADDER HEADER TO 20' DOOR
VERTICAL STEEL TRUSS 3 - SIDE OPENING
TRUSS TOP CHORD GROUND ANCHORS SEE TABLE 1 FOR SIZE AND
SPACING OF STEEL TUBE FRAME.
6" 3 2 TS 21 x 21 14Ga
VERTICAL 12
LONGITUDINAL BRACE +� METAL ROOF PANELS 3�,-
(END TO END) STEEL TRUSS WITH HAT PURLINS JU
TRUSS BOTTOM CHORD ® 4'-0" MAX. SPACING STEED
TRUSS BOTTOM CHORD TS 21 x 21 14Ga �O 16 Ga. BRACE
TRUSS DIAGONALS ° -'SIEE�1�BE 16 Ga. U-BRACE
16 Ga. BRACE ATTACH WITH 2"x2" 16 Go.
k TRUSS DETAIL CLIP ANGLES W/4-SDF's (TYP.) BRACE DETAIL w SECURE WITH 16 Go.
m LEAN-TO SET BELOW w BENT PLATES AND/OR
TOP OF LEG POST m SIDE PLATES WITH
w � 4 SDF's IN EACH
F w PLATE.
40'-0" MAX. WIDTH 40'-0" MAX. WIDTH <n w
EQ. SPACES ®4'-0" MAX. EQ. SPACES ®4'-0" MAX. 15-0" MAX. SPAN N
METAL ROOF PANELS
FASTENED TO BOWS 2 METAL ROOF PANELS
(LAP SIDING) WITH SDF's JR
(VERTICAL SIDING) FASTENEDNTH SODWS (VERTICAL SIDING)
(HORIZONTAL SIDING) s T
II i STEEL TUBE CONCRETE SLAB ���IIIIIII//�
s" w w m /v L. LUF
METAL SIDE HE DEBOXED EAVE 1 m m TYPICAL SIDE EXTENSION SECTION ee /i
PANELS FASTENEDMEN s (OPTIONAL) METAL SIDE L d
PANELS FASTENED BOXED EAVE ICEN4:
TO END POSTS SIZE FOR SELECTED GIRT TO END POSTS OPTIONAL w w C4 Q F j
AND BOW FRAME (OPTIONAL)
20'-0" MAX. AND BOW FRAME w w No.6
WITH SDF's. WITH SDF's STEEL TUBE —
STEEL TUBE STEEL TUBE END POST cn NDOOR POSTEND POST 4" CONC.
4 �" A.B. SLAB / AT OF
r A.B. !(�
L — i o4 O R IV
NC'' v�
ASPHALT } A.B.'s ® } A.B.'s ®6-0 MAX. // ANAL E \\
6'-0" MAX. ASPHALT 12" MIN.
GROUND ANCHORS FRONT WALL * GROUND ANCHORS
USE SINGLE HEADER TO 16' DOOR, (SEE SHEET 5) REAR WALL 0 20 2021
(SEE SHEET 3) USE DOUBLE HEADER TO 20' DOOR LADDER LEG COLUMN
SHEET 2 OF 4
6" LONG 14 Go. NIPPLE, METAL ROOF STEEL TUBE
SECURE LEG TO NIPPLE PANEL BOW FRAME INSTALL J'O ANCHOR MIN. STEEL TUBE
W/6 — SDF's, 3 ON EACH BOLT THROUGH BASE RAIL BASE RAIL
SIDE (6 PER SPLICE) STEEL TUBE WITHIN 6" OF EACH LEG OPTIONAL J" SLOPE OR
FRAME LEG
*PROVIDE MINIMUM EMBEDMENT IN NOTCH, OR J" CCNS**
NIPPLE TO\ 2" x 2" x 2" 16 Go. BENT ACCORDANCE WITH MANUFACTURER'S UNDER BASERAIL (BY OTHERS)
BASE RAIL WELD�❑ o CLIP ANGLES. SECURE RECOMMENDATIONS
o W/4 — SDF's, TWO ON FINISHED GRADE
old VERTICAL AND TWO ON a a
STEEL TUBE HORIZONTAL LEG (4 PER CLIP) ? EMBEDMENT * P 0 \ \ \ \ \
END POST a a ° Cf—1 ❑j/\\j/\\j/\\j/❑j.
/i\�j❑j\�j, STEEL TUBE E #4 (TYP.) 0 0 0
2 END POST TO FRAME CONNECTION
BASE RAIL 5 ❑\j\❑\ N Q J
m m
s LEG BASE RAIL CONNECTION DETAIL \\\❑\j❑\j❑\❑\, - **OPTIONAL CLOSED
5 NIPPLE TO BOT. ❑❑A/❑A�� CELL NEOPRENE
CHORD WELD (OPTIONAL) 4" SPONGE (CCNS)
STEEL TUBE 4" THICK BASE OF 18" MIN. SEAL (BY OTHERS)
RAFTER 12 STEEL TUBE TRUSS COARSE AGGREGATE
EXTENSION BOTTOM CHORD OR CRUSHED STONE MONOLITHIC CONCRETE FOOTING
(BY OTHERS), REINFORCED WITH
3 — #4's CONTINUOUS
6"
2 CONCRETE BASE RAIL ANCHORAGE
3 (LADDER LEG)
12" LONG 14 Ga. NIPPLE,
SECURE RAFTER TO NIPPLE 16 GAUGE U—CHANNEL BRACE 16 GAGE CLIP ANGLE GAi W/8 — SDF's, 4 ON EACH 0 B = 2'-0" FOR HEIGHT < 8' WELDED TO BASE RAIL BASE RAIL 16
16 GAGE BENT
SIDE (8 PER SPLICE) B = 3'-0" FOR HEIGHT 8' TO 10'
"0 ANCHOR BOLT RAIL CLIP
B = 4-0" FOR LEG HEIGHT >10' OPTIONAL 2—SDF's AT
STEEL TUBE J" CCNS Si EACH RAIL CLIP
LADDER LEG 6" LONG 14 Ga. NIPPLE, (BY OTHERS)
SECURE POST TO NIPPLE "O ANCHOR BOLT BASE*
STEEL
BASE RAIL
W/6 — SDF's 4" *PROVIDE MINIMUM EMBEDMENT IN FINISHED GRADE
MIN. ACCORDANCE WITH MANUFACTURER'S
STEEL TUBE TRUSS CONNECTION DETAIL STEEL TUBE RECOMMENDATIONS J" CCNS Si
END POST 2" x 2" x 2" 16 Ga. DOOR POST ALTERNATE BASE RAIL CLIP (BY OTHERS)
CLIP ANGLES. SECURE
W 4 — SDF's, #12 x J" SDF �? �EMBEDMENT�k
TWO ON VERTICAL AND \ v \ v v
EXTERIOR o c� /��❑/❑�%�%/
STEEL TUBE LEG METAL SIDE /j\/❑//j/ �4N uj o 0 0
TWO ON HORIZONTAL OR END POST #12 x " SDF PANELS
LEG (4 PER CLIP). CURTAIN ^� ❑ CONCRETE SLAB N}5 U
2" x 2" x 2" 16 Ga. CLIP --- & FOUNDATION <mm
STEEL TUBE ANGLES. SECURE W/4 — ❑ (BY OTHERS)
BASE RAIL❑ SDF's, TWO ON VERTICAL AND --J INTERIOR COMPACTED SUBGRADE
OR HEADER SECTION THROUGH STEEL TUBE 2 ALTERNATE BASE RAIL ANCHORAGE
TWO ON HORIZONTAL LEG DOOR POST 3
END POST/BASE RAIL (4 PER CLIP). ROLL—UP DOOR POST SECTION THROUGH
1 CONNECTION DETAIL
5 12" DOOR POST
STEEL TUBE GIRT (TYP.) B CONC. SLAB J"O ANCHOR BOLT
BREAKAWAY FLOOD FLAPS, LLC STEEL TUBE STEEL TUBE
2707 Wcterpointe Circle COLUMN COLUMN
Mt. Pleasant, SC 29466L \ ��1111111/�
8x1 6x5 Flood Vent 5 GIRT TO POST CONNECTION METAL SIDE COLUMN UE G ���( L• LUFe��i�
Model FFWFO5 PANEL STEEL
2L x 2� 14 Ga.
(OPTIONAL) r — STEEL TUBE SPACER ❑ •''�10ENSF'•.
o O
01 12" No.6
CRAWL SPACE DOOR SYSTEMS, INC. o SDF o 6" LONG 14 Ga. io
r NIPPLE
5741 Bayside Road, #105 = ® = o _
5 Virginia Beach, VA 23455 STEEL TUBE
AT OF
Engineered Flood Vent ; ! STEEL TUBE STEEL TUBE BASE RAIL STEEL TUBE ..40 1p.P' '��Ci
BASE RAIL BASE RAIL BASE RAIL % S' GN \
Model CSBA816 III S/ N v
FLOOD FLAPS "O ANCHOR BOLT i /ONAL E\\
FLOOD VENTS ❑LADDER LEG/BASE RAIL CONNECTION LADDER LEG — BASE RAIL CONNECTION 01/20/2021
SHEET 3 OF 4
STEEL BOW
(SINGLE LEG) BOW FRAME STEEL TUBE
--i ;
(DOUBLE LEG) BOW RAFTER
STEEL TUBE (2
STEEL - (LADDER LEG) 16 Ga. NIPPLE TO
6" LONG FRAME U-BRACE HEADER WELD 6" LONG 14 Ga. NIPPLE, 2-12
NIPPLE, SECURE SECURE RAFTER TO ( )
FRAME TO NIPPLE EXTEND HEADER TO NIPPLE W/4 - SDP's, TWO
W/4-SDF's REINFORCED FULL HEIGHT LEG ON EACH SIDE-
LEG INSERT
NIPPLE TO 1 -77-
(2-12) HEADER WELD °IIII ° NIPPLE TO - 6" LONG 14 Ga. NIPPLE,
HEADER WELD 4 #12 SDP's SECURE POST/RAFTER TO
° o (EACH SIDE) to
❑ ❑ NIPPLE W/4 - SDF's,
TWO ON EACH SIDE o II o
❑❑ ❑
STEEL TUBE DOUBLE STEEL TUBE
FRAME LEG DOORWAY HEADER
° Ilol DOUBLE STEEL DOUBLE STEEL
STEEL TUBE STEEL TUBE NIPPLE TO
olol TUBE HEADER TUBE HEADER SEE TABLE 1 DOOR POST DOOR POST HEADER WELD
LJ DOUBLE STEEL > (2-12) REINFORCED FOR SIZE AND
TUBE DOOR POST LEG INSERT SPACING OF 5 BOW HEADER DETAIL
STEEL TUBE (LEG HEIGHTS >12' to 14') STEEL TUBE 5
SIDE HEADER DETAIL DOOR POST FRAME. 5 BOW FRAME HEADER DETAIL
(DOUBLE HEADER FOR HEADER SECTION
EXTEND HEADER TO 8' TO 12' OPENING) ONE HEADER
FULL HEIGHT LEG ( STEEL DOORPOST
FOR SINGLE LEG, gVERTICAL
L ROOF
TWO HEADERS
4-#12 SDP's L 1�" 16 GAGE HAT CHANNEL �
FOR DOUBLE LEG FASTENED TO EACH BOW WITH 6" LONG 14 Ga. NIPPLE,
TH
AND LADDER LEG) (2 EA. SIDE) 2 - SDF's AND SPACED NOT S6C- SDF''s,T3TON (EACH SIPPLE IDE
MORE THAN 4'-0" O.C. a;(2-12) ❑16 Ga.U-BRACE °rt
\ \ MAX.PURLIN SPACINGolio
EXTEND HEADER TO (DOUBLE LEG) GROUND PURLIN
FULL HEIGHT LEG DOUBLE LEG SNOW PANEL
(SINGLE LEG) STEEL TUBE SPACER STEEL TUBELOAD SPAN
FRAME PSF FT. STEEL TUBE
6" LONG STEEL TUBE (LADDER LEG) PANEL ATTACHMENT 20 4.00 BASE RAIL
NIPPLE, SECURE FRAME 30 4.00 NIPPLE TO
FRAME TO NIPPLE 4 DOUBLE LEG 45 4.00 35 4.00 BASE RAIL WELD
STEEL TUBE
W/4—SDP's FRAME (LEG HEIGHTS >12' to 16') 65 4. 0
75 3.50 POST/BASE RAIL DETAIL
21 x 21 14Ga. r� NIPPLE TO 1 ,ram 5
STEEL TUBE I HEADER WELD °I °II NIPPLE TO 90 3.00
SPACER HEADER WELD STEEL TUBE FRAME
I° I o
STEEL TUBE ❑ STEEL TUBE
HEADER EXTEND HEADER TO LADDER HEADER
FULL HEIGHT LEG
4—#12 SDP's - DOUBLE HEADER
(2 EA. SIDE)
STEEL TUBE
STEEL TUBE �� SPACER HEADER*
STEEL TUBE EXTEND HEADER TO
o IIII o 24" 12" STEEL TUBE SPACER SIZE FOR SELECTED GARAGE DOOR FULL HEIGHT LEG
o II o HEADER 20'-0" MAX. WIDTH
�I 3'-0" ���� L. L
16 Ga. DOOR �� e
STEEL TUBE U-BRACE DOUBLE DOOR POST _ O� ��CENgF•' F
DOOR POST No.6
STEEL TUBE DOOR POST
STEEL TUBE — —
SIDE HEADER DETAIL HEADER SECTION LADDER LEG — —
SIDE OPENING = AT of
(LADDER STYLE FOR (ONE HEADER <v
FOR SINGLE LEG, *USE DOUBLE HEADER TO 12' DOOR, 40RIpp'•' ��
12' TO 20 OPENING) USE LADDER HEADER TO 20' DOOR % S GN
TWO HEADERS NAL EN i `
FOR DOUBLE LEG LADDER LEG ��//�IIIII�����
AND LADDER LEG) (LEG HEIGHTS 16' to 20')
01/20/2021
SHEET 4 OF 4