HomeMy WebLinkAboutCARPORT SPECSAdo sop-
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MAXIMUM A? 100WAR LE TABLE 1
FBC APPROVED PRODUCTS LIST RAFTF-R FRAML, END POST, GROUND ANG140R AND PANEL FASTENER SPACING SPECIFICATIONS
QA APPROVAL EXPIRATION PARTIALLAVERAGE FASTENER SPACING
Y ON -CENTERS ALONG RAFTERS OR
PRODUCT CATEGORY SUB (GATEGORY MANUFACTURER
No. & DATE DATE_ OPEN ENCLOSED ENCLOSED PURLINS, AND POSTS OR GIRTs
MAXIMOM
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS. INC. FL6596. 1 -R6 04/05127 180 180 180 (INCHES)
WIND ULTIMATE NOMINAL POST I RAFTER -_ . -- il
26 Gauge AG Panel 12/15/20 RISK EXPOSURE- WIND SPEED WIND SPEED SPACING INTERIOR END
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1 -R6 03114/27 180 180 60 CATEGORY CATEGORY (101PI-1) (MPH) (FEET) POSTS/RAFTERS POSTSIRAFTFIRS
26 Gauge AG Panel 12115/20
1101-0150 89'ro 116 5.0 6 6
<'TF\IUCTIURA]. COMPONENTS STRUCTURAL WALL FL6702.3-R6
CAROLINA CARPORTS, INC. 03/14/27 N/A 164 C
26 Gauge Dutch Lap Wall Panel 12/15/20 151 TO 180117 TO 139 4.0 6 6
STRUCTURAL COMPONENTS FLOOD VENT 09130/22 aNOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or '18
CRAWL SPACE DOOR SYSTEMS, INC. FL29622.1-RI N/A N/A N/A
16x8 Flood Vent 02/28/21 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` (11.512 to 6:12 pitch). Spacing
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3-R2 08/26/25 N/A 139 139 1
requirements for other roof heights and/or slopes may vary.
Series 402-14 02/28/21
GROUND ANCHOR SCHEDULE
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-R2 08/19/25 NIA 174 155 ULTIMATE WIND SPEED (mph) METAL CARPORTINSTALLAI 1001 f"LAAbE�
Series 407 02/28/21 110 120 130 140 '150 160 170 180 AND DETAILS AND F I14A1&IIJ(,3, h&!P
EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1 -R6 12/31/21 N/A '180 *1741 FASTENER
12
Model 203 (-I z ax. Math)
4
EXTERIOR DOORS
ROLL -UP
CAROLINA CARPORTS, INC,
FL 16806. 1 -R5
04/05/27
N/A
-179
154
14
310'Anchoi
Detail 'I D
FOR CONSTRUCTION IN THE STATE OF FLORIDA
Steel Roll Up Sheet Door (12' Max. Width)
12/16/20
16
18
41
PREPARED FOR:
EXTERIOR DOORS
ROLL -UP
-S, INC.
CAROLINA CARPORTS,
FL16806.2-R5
04/05/27
N/A
'180
1W
3:
I-_
CAROLINA CARPORTS, INC.
Steel Roll -Up Sheet Door - (8'Max. Width)
12/16/20
20
485 Apchof
P.O. BOX 1263
EXTERIOR DOORS
ROLL -UP
CAROLINA CARPORTS, INC.
FIL 1 6806.3-R5
04/05/27
N/A
155
133
(D
z
22
DOBSON, NORTH CAROLINA 27017
Steel Roll -Up Sheet Door - (16'Max. Width)
12/16/20
Q
24
26
PREPARED BY-
EXTERIOR DOORS
ROLL -UP
CAROLINA CARPORTS, INC.
FL16806.4-R5
04/05127
N/A
180
17 2
HECHTOL ENGINEERING AND TESTING, INC�
Steel Roll -Up Sheet Door - (10'Max. Width)
12/16/20
28
60' Ar.� Iv, 605 WEST NEW PORK AVENUE
WINDOWS
SINGLE HUNG
MI WINDOWS AND DOORS
FL17499.1-R8
10/17/23
N/A
175
157
1
30
DELAND, FLORIDA 32720
Certificate of Authorization No. 00005492
Model 185SH
11/27/20 1
1 �=_
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t IC ND S i(') �iV!N ON S 1- 1 L'.
4 0 l", 6
RrT�S
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ANL"j UL StABSTIVul EL) FOR [,if f U f-
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2 VRAM"16 MP DOOR ff�Ah+c- WA,'O'dt-4 OR- Mfl! !,AII i','1A') EVE RAJSUIH_�k 0VVFR1F'_
si iFIS'l t'Ril I-[) PIRODUC r
N r, R, A L 11 rD T E S:
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. 1 S i Rth" 1 URF_�,� ARI, DESI(51\11-1) A6 NUN FIABHAW [__ 0 1 it I i'y is IGNAGE 1310ILDINtiS RISK CAI EGORY I `,i CAPABI-E OF St JPPOR-1 ING DAD I 011',ID (A
1,40 1 1 Y ADDRESSED 1 iEREIN, INCII UDING DOORS WJNF)(A'k15, ()R 011 IER CCONIPONENI I'S NO 1 1 IS TEL) IN T I iE FBC APPROVIEf') PRODUC 1 ic I i �IEET •I, I'RoVIT)ED A.14.2 R,11!,_JAt LED BY CAROLINA CARPOR P-_);
F (_)R FAII (IRE DU177 '10 1 HE
_)NA1 LOADS ON THF: STRUC HURF SHAI I RE A 1 1 HE WNER'S RISK BEGH TO1 FNGINFERING AND'I FSTING ING S� 'A! 1,10 1 DAM"G
H
WHICH [ SLR 'I ADDITK
Alf:lf 1 ICA I 10N Of A!'")DITIONAI I OADCt
3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL OR ZINC PLATED.
4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, A'N11 SHAtt (Al 1 1 1 HP 9 Y I I IF f I �31, J11 DINC-COf )F IJ3(:,' A 1 Tt If.--
()f 1 If- V'V III F Ijf'j II iF S I A FE Of' F[ 013'11)&
5. ALL FIELD FRAMING CONNECTIONS SHALL BE#12-14 x314" SELF DRILLING SCREWS i,P11-1011f 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 ASTIR C1 116.
7, BASE RAIL GROUND ANCHOR REQUIREI`,AENTS.- 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 FISA'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 R3-18.1 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 2-114"TS NIPPLES.
12 GA FRAMING: 2-114" 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 BUILD114G CODE, SEVENTH EDITION (2020)
BECHT01%RRHNAN TING, INC.
,
EE E 605 WEST-N XDELAND,FLOA .32720
38
Thomasae I.
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GENFR11C PLANS FOR USE IN THE' 5TATE
(IF FLORIDA
Bb'(4-ITOL ENGINEERING
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CAM 01105/2021
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26 GA. GALVANIZED METAL ROOF PANELS — — 26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER (MANUFACTURER'S FASTENED TO RAFTERS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS
12 12
f; `f 24" 16 GA U-CHANNEL BRACE 24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH �, / FASTENED TO RAFTER WITH
,. (2) fi12-14 x 3t4" SDF's AT (2)1112-14 x 314 SDF's AT
EACH END (4 PER BRACE) EACH END (4 PER BRACE)
€� ZI I#AM,.LIIJe`.f-a iF-P. .7 F,4F IET ��;# Pr�.'r,9t.tUh9! ^r(Lis� '2i#ts� Sit#• l�r.tF
i 3 fr.'�f F4FTE:.P t;z_-O,.IIRF. i! TRItiS"Ff „ U I•' � 9 t 'an r a=;Ft., �,I''riI`f � {7'�3t6SLS 1'.'fiTl.?
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t
TYPICAL TYPICAL INTERIOR RAFTER/POST
INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME FRAME SECTION - BOX SAVE - HORIZONTAL ROOF
NOT TO SCALE
LENGTH VARIES DEPENDING ON
NIJMRFR AND SPACING; OF RAFTERS
TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME
NOT TO SCALE
NOT TO SCALE
LENGTH VARIES DEPENDING ON
Nl IMRFR AND SPACiNC OF RAFTFRS
TYPICAL RAFTER/POST FRAMING PLAN - BOX SAVE
NOT TO SCALE
SEE
TABLE 1 -- OPENING FOR SWINGING
SHEET f DOOR WITH NON-STRUCTURAL
1 OF 6 f HEADER
NON-STRUCTURAL HEADER `..
TYPICAL SIDE WALL OPENINGS FRAMING PLAN ANblotoEndWallD WINDOW I)
(Also} aPplicahlo to End Walls)
NOT TO SCALE
i FULL 6" WELD
on-ru c1ncS
OPTIONAL 24`--1" TO 30' 1-RUSSED RAFTER m BOW
NOT TO SCALE
12' MAX OPENING FOR
ROLL -UP DOOR WITH
NON-STRUCTURAL
HEADER
SEE
TABLE 1
SHEET
1 OF 6 �I
ATI1--A'
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO PURLINS PER MANUFACTURER'S
`INSTALLAI ION INSTRUCTIONS
1-112" 18 GAUGE FURRING
CHANNEL (PURLIN)
"'24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4" SDF's AT
EACH END (4 PER BRACE)
I ,I-:r .@.5 'f-i i- L{:, a' it Y!'afFl .., E F A FTIf L if
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1 S1'1` a' O!i iHtr st11E_ I
1
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 314" SELF-DRII-LII4G
FASTENER SPACED NOT MORE THAN 48" O.C.
fF_i`____ J
-- _ - -.11
SEE
TABLE 1
SHEET
3
1 OF 6
— -
a
fl
V
IF 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
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
SEE
MAXIMUM
TABLE 1
4' O.C. FOR
SHEET
VERTICAL
1 OF 6
PANEL -
W
a
Lu
Q
�1
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
24" 16 GA U-CHANNEL BRACE i
FASTENED TO RAFTER WITH
(2) #12-14 x 314" SELF -DRILLING
SCREWS AT EACH END
(4 PER BRACE)
ROOF EXTENSION OPTION MAIN STRUCTUR� (I I I t ! j 1 ` STANDARD LEAN-TO OPTIO
TYPICAL LEAN-TO OPTIONS FRAMING PLAT I--ROHT NS SHOWN)
NOT TO SCALE (BOX EAVE RAFTER SHOWN. ONLY STANI3 ANT(� I gqPPL TOBOW FRAME RAFTER)
L1G�NSF .,
24" 16 GA L1-CHANNEL BRACE (5' TO 7' POST) BECH�i)L N1aiEdl 11Nt3 AID 1 TES
48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) 605 WEST NEW FORK A (RING
BRACE ANGLE SHALL BE MIN. 30' 605 WE - NEW.YA K A
gu"E-385
TO MAX. 45" FROM HORIZONTAL _
,— 2720
FULL 6" WELD —;
RnTW Cull=Q
OPTIONAL 241-111 TO 30' TRUSSED RAFTER -- BOX EAVE
NOT TO SCALE
FREESTANDING
LEAN-TO FRAMING PLANI
Thomas Be¢h I
Florida License F OR1U?`��
CA ! /, It CARPORTS,
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
frzm °kr` 01/05/2021
ECHrOL Jill GINEF-RING o mkb ecue T NTS
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r
INSTALL 112" x MINIMUM 5" TAPCON REDHEAD LDT
DRILL 5/87'HOLE THROUGH THE
2" WASHERS
INSTALL 112" x MINIMUM 5" TAUICON REDHEAD LDT
ANCHOR OR 1/2" x MINIMUM 5� 112" EXPANSION ANCHOR
ANCHOR OR 112"x MINIMUM 5-1/2" EXPANSION ANCHO
THROUGH BASE RAIL WITHIN 6" OF EACH
THROUGH BASE RAIL WITHIN 6" OF EACH
BASE RAIL AND SECURE TO
RAFTER POSTS ALONG SIDES AND EVERY END
RAFTER POSTS ALONG SIDES AND EVERY END
ANCHOR EYE WITH 1/7 DIAMETER
TS CONTINUOUS
\WALL POST ALONG END WALL SECTIONS
WALL. POST ALONG END WALL SECTIONS
THROUGH -BOLT
BASE RAIL
4" MINIMUM -2"MINIMUM
MIN. 6'
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE,
"'.Mll"JIMiUMs 2-1/2" EMBEDMENT
12"
MONOLITHIC CONC. FOOTING (2500 PSI MIN-)
REINFORCED WITH 2 #5's CONTINUOUS
ARETE BASE RAIL ANCHORAGE
� COK
ONC
1 � J Not To Scale
DRILL 518" HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER
THROUGH -BOLT
2" WASHERS
TS CONTINUOUS
BASE RAIL
GliOONi ) Ai,ji 11 V.)l-,
MINIMUM 4'-
FOP RFOUIREFf 10R)
Z__ CONTINUOUS 4"
CONCRETE PAVEMENT
EYE AI%l"_,H0R
(,O I,,] G RET'E F1,ASE RAIL ANCHORAGE
Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 113)
TS TRUSSED RAFTER CHORD,
OR NON-STRUCTURAL HEADER
TS END POST OR DOOR/
kNINDOW FRAME POST
TS BASEIWINDOW 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 TC-) KAll—) TRUSS COHORIJ, OR'
NON—STRU('JURAL HIIE��AIDI�ER �CIOII�N_ D�ET�All_
4
Not To Scale
"j- MINIMUM 2-112" EMBEDMENT
MINIMUM 4" —
CONTINUOUS 4" CONCRETE PAVEMIENT
G-()[IGRETE BASE,
F,AU._, Alj,,,K_""I_KA_ AGE
Not To Scale (OPTIONAL - OPEN CAPPORTS ONLY)
24" 16 GA U-CHANNEL BRACE (5! TO TPOST)
4W' 16 GA U-CHANNEL BRACE (&TO 14' POST)
BRACE ANGLE SHALL BE MIN. 450
TO MAX. 60' FROM HORIZONTAL
NIPPLETO\ 3/16",
RAFTER
TS RAFTER
6" LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4) #12-14 x 3/4" SIDE's A
TS RAFTER POST
02A, '_ OX EAVE RAFTER/POST
Not To Scale
TS RAFTER POST -7
1-1/2'x 1-112"x 2" 16 GA CLIP
ANGLE SECURE TO
POST AND BASE RAIL
WITH (4) #12-14 x 3/4" SIDIF's.
(2) ON TOP, (2) ON SIDE
,- TS CONTINUOLJS BASE RAIL
_EN D PO �ST / �BAS�_;'rr_� , F�. A I L 0 0 1 q N
Not To Scale
EYE ANCHOR
518" ROD 48"LONG
WITH 6" HELIX
OR
518" ROD 60" LONG
WITH 7" HELIX,
AS APPLICABLE
t �iE E 131 x001'1[_'AW --I s(6
SCJ If. -Pt J1 U '-;! IFE 1 1
T Y)
—BASE RAIL DEEP ANCHOFIZAGsE
Not To Scale
TS BOW RAFTER
NO SCREWS
REQUIRED
IN BOW BEND 5"
-24" 16 GA U-CHANNEL BRACE (5- TO T f
48" 16 GA U-CHANNEL BRACE (9 TO 14'
9-1 1 /2" BRACE ANGLE SHALL BE MIN. 45'
TO MAX. 600 FROM HORIZONTAL
6!'
1 3" G" LONG TS NIPPLE
SECURE RAFTER AND POST TO
TS R i NIPPLE WITH (4) #12-14 x 314"
AFTER POST
SELF -DRILLING FASTENERS
V`::-F-/k'0ST DETAIL
Nat To Scale
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 GROk h h"y �AN�_J 107
5/8" ROD 30" LONG 6(,HFD1;i F tIL LT 1 01 n
WITH DBL 4" HELIX--- )I I PJ'! I If %pit I i
BASE RAIL ANCHOW1,GE
Not To Scale
6" LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) #12-14 x 314"SDFs
NIPPLE TO 3116"N_
BASE RAIL v "\
- TS RAFTER POST
TS C0114TINUOUF; BASE RAIL
P('_.-11'_-__7/BASE RAIL CONIN. [)_IAII
Not To Scale
TS POST
2'* x 2"x 2" 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF R H
HEADER, OR BOTTOM OF WINDOW
RAIL/GIRT WITH (4) #12-14 x 3/4" SDF's
\,\CEN
(2) ON TOP OR BOTTOM, (2) ON SIDE
BEQHTC,L,04GA5fEEER1NG AND T6TI-NG, INC.
-L,A-L- 605 WEST Nk-W YOR 3k538
DELM4Qff LPRIDA 32720
TS NON-STRUCTURAL HEADER
Thomas ONE. T
Florida
IDOW RAIL OR GIRT "ONAL
:RTICAL SIDING OPTION
RTS C. CARO"I'LINA CARF It-) 5 1N
04".)N—STRUCTURAL HEADER, WINDOW
RAIL, OR GIRT TO POST CONN. DETAIL GLf',,1U['-JC PLANS FOR USE 1W THE STATE OF FLORIDA
Not To Scale Ma VATE; 0110512021
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AND rE377MG, ke CMUM& lb G21 001
OOMXWM G�� EROWOUAL AW MATEMA18 WM47 OENMEDW
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tit
------- ---- 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
ISEND POST POST/RAFTER CONNECTION
WITH (4) #12-14 x 314" SDF'S.
(2) ON POST, (2) ON RAFTER
END POST/RAFTER CONN. DETAIL
Not To Scale
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,
1-1/2" x 1-1/2" x 2" 16 GA
(2) ON BOTTOM
CLIP ANGLE SECURE TO
RAFTER POST AND GABLE
RAIL WITH (4) #12-14 x 314" SDF's
(2) ON TOP, (2) ON SIDE
TS GABLE RAIL
TS RAF -TER POST
(_V`tBLE RAIL '10 RAFTER POST
000NW.'G-11DET 01�1 AIL
A 2 1 1, Not To Scale
2-114" 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 TO
DBL. HDR.
6" LONG TS NIPPLE
SECURE EACH WITH
(4) #12-14 x 3/4"
SELF -DRILLING FASTENERS
12 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" SDF's
TOP AND BOTTOM
1-112"x 1-1/2"x 2" 16 GA CLIP ANGLE
SECURE TO RAFTER AND GABLE
RAIL WITH (4) #12-14 x 314" SDF's,
(2) ON TOP, (2) ON BOTTOM
- 1/8.. 11
v
I,') KAU I tH FL)b I
6" LONG TS NIPPLE
SECURE WITH (4) #12-14 x 3/4"
SELF -DRILLING FASTENERS
12 GA DOUBLE TS HEADER
NIPPLE TO
DBL. HDR.
RAFTER POSTMEADER 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,
6" LONG TS NIPPLE
SECURE WITH (4) #12-14 x 3/4" SDF's
_Z- ------- ------ - 24" 16 GA U-CHANNEL BRACE (6! TO 7' POST)
6" LONG TS NIPPLE 48' 16 GA U-CHANNEL BRACE (8- TO 14' POST)
SECURE RAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 45'
TO NIPPLE WITH (4) #12-14 x 3/4" TO MAX. 600 FROM HORIZONTAL TS RAFTER POST
SELF -DRILLING FASTENERS
TS RAFTER POST SIDL 01(TENSION
CABLE RA i L T 0 F '-11 P r-T F ', PT) f:34 T "POST DETAIL
CONNLCTIU')k�i DEI/-01
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 ATACHME-J'4T
(ALTERNATE FOR VERTICAL ROOF PANELS.)
Not To Scala
TS LEG POST
TS RAILS
TS BASE RAIL
TYPICAL Fl...00D
VENT FRAMING PLAN
NOT TO SCALE
F., Nfk') 1 [7 No 12, 51-IFF I I (W 6
6" LONG TS NIPPLE
SECURE EACH WITH (4) # 12-14 x 3/4"
SELF -DRILLING FASTENERS
ILI- 12 GA TS POST
TS BASE RAIL
3/16" NIPPL E TO
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 314" 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
I LAN O RAFTER CONN. DETAII.
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BECHTOL E;NGINW. W%MD TUSTIK16,, INC.
605 WEST k4EVI YORK AVENUE
DELANP. WbFfIDA 32720
Thomas Bedijd
Florida Licenselp�.
0 1 A I
GENERIC PLANS FOR UUL [W[ THIVE STATE Or FLORIDA
DAM 0110512021
BEC14TOL ENCRAILL-f-effugG mkb NTS
AND TESING, Inc.
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GIRTS
(Typical)
ITMAX. OPENING FOR
ROLL -UP DOOR WITH
IN -STRUCTURAL HEADER
SEE
TABLE I OPENING FOR SWINGING DOOR
SHEET WITH NON-STRUCTURAL HEADER
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TYPICAL END
WALL OPENINGS POST/RAFT ER/GIRT FRAMING PLAN
NOT TO SCAL.E
E
0 =1 GIRTS
o (Typical)
EibA!17.: rr iu�fii= RAFTER ENCLOSED BLDG - VF_-RTICPJ
ROLL -UP DOOR SWINGING DOOR
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE
1-112" 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.
OPENING FOR SWINGING DOOR
WITH NON-STRUCTURAL HEADER
12'MAX. OPENING FOR
ROLL -UP DOOR WITH
STRUCTURAL HEADER--'
1A
h Mw
LENGTH VARIES DEPENDING ON NUMBER
_ AND SPACING OF RAFTERS--
TYPICAL POST/RAFTER/GIRT FRAMING PLAN
NOT TO SCALE
B4OX LbVL RAFTER UTILITY BLDG ® VERTICAL SIMS
TYPICAL SIDE ELEVATION
NOT TO SCALE
ROLL -UP DOOR SWINGING DOOR
lAe nnnfl�nhlnl IAc
TYPICAL END ELEVATION
NOT TO SCALE
OPENING FOR WINDOW WITH\
NON-STRUCTURAL HEADER
AND WINDOW L
(Also applicable to End Walls)
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BECH-TOL ENGINWIM,961D TESTINC�4WG.
6135 WEST NEW,*YORK AVENUE
DELAN&, PWR1DA 3270) A
ATE
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Thomas Bec�to, RAID
Florida License
CAROLINA
GENERIC PLANS FOR USE IN T`E OF FLORIDA
I IaD 01/0512021
J3ECHIOL EN01 NE ERI No
AND TW77NO, Inc. mkb
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TB SHEET 6 OF 6
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