HomeMy WebLinkAboutCarolina Carport Generic PlansMAXIMUM ALLOWABLE TABLE 1
FBC APPROVED PRODUCTS LIST WIND SPEED RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
APPROVAL
QA PARTIALLY AVERAGE FASTENER SPACING
SUB CATEGORY MANUFACTURER
EXPIRATION ON -CENTERS ALONG RAFTERS OR
PRODUCT CATEGORY
No. & DATE ATE OPEN ENCLOSED ENCLOSED PURLINS, AND POSTS OR GIRTS
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R6 04/05/27 180 180 180 MAXIMUM (INCHES)
26 Gauge AG Panel 12/15/20 WIND ULTIMATE NOMINAL POST /RAFTER
RISK EXPOSURE WIND SPEED WIND SPEED SPACING 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
110 TO 150 j 89 TO 116 1 5.0 6 6
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.3-R6 03/14/27 N/A 164 143 1 C
26 Gauge Dutch Lap Wall Panel 12/15/20 .• 151 TO 180 117 TO 139 4.0 6 6
N/A
STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR SYSTEMS, INC. FL29622.1-R1 09/30/22 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 02/28/21 gauge hat channel roof purlins.
139 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
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3-R2 08/26/25 N/A 139 requirements for other roof heights and/or slopes may vary.
Series 402-14 02/28/21
. 174 GROUND ANCHOR SCHEDULE
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-R2 08/19/25 N/A 155 ULTIMATE WIND SPEED (mph) METAL CARPORT INSTALLATION PLANS
Series 407 02/28/21
180 11.0 120 130 - 140 150 160 170 180 AND DETAILS AND FRAMING AND
r EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R6 12/31/21 N/A 174 12 FASTENER SPECIFICATIONS
Model 203 (12' Max. Width) 02/09/21
179 14 30:-An6hor " FOR CONSTRUCTION IN THE STATE OF FLORIDA
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-R5 04/05/27 N/A 154 16 . Detail1D
Steel Roll Up Sheet Door (12' Max. Width) 12/16/20 v
180 PREPARED FOR:
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.2-R5 04/05/27 N/A -180 F=- 18 CAROLINA CARPORTS, INC.
Steel Roll -Up Sheet Door - (8' Max. Width) 12/16/20 9 20 48' Anchor P.O. BOX 1263
155 Detail 1C DOBSON, NORTH CAROLINA 27017
FL16806.3=R5 04/05/27 N/A 133
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. z
12/16/20
Steel Roll -Up Sheet Door - (16' Max. Width) 0 24
180 d PREPARED BY.,
FL16806.4-R5 04/05/27 N/A 172 5 26 BECHTOL ENGINEERING AND TESTING, INC.
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. ca _
Steel Roll -Up Sheet Door - (10' Max. Width) 12/16/20 605 WEST NEW YORK AVENUE
28 60 Anchor
175 Detail lC DELAND, FLORIDA 32720
WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R8 10/17/23 N/A 157 30 ep " I /Certificate of Authorization No. 00005492
Model .185SH 11/27/20
_ DETAILS'1C AND I SHOWN ON SHEET4 OF 6 6 REVIEWED �,O
NOTES;
1. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: �'4 �+°� I� g�
A. PROD UCT: SHALL HAVE AVALID FBC PRODUCT APPROVAL.. Co CO®� %.e�iA1n®����A�
B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION. REQURIEMENTS. " MAXIMUM POST SPACING FOR DUTCH LAP IS 4.0'
CE
2. F.RAMING CONNECTIONS FOR DOOR'AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS MAY RAISED OR LOWERED AS NECESSARY TO ACCOMODATE S°T. LUCI E COUNTY .
SUBSTITUTED PRODUCT. '..
:.GENERAL NOTES:: .. _.. .. .. . ���C r
THESE PLANS PERTAIN ONLY -TO THE STRUCTURE, INCLUDING -.MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING; AND BASE RAILANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO THIS -IS TO CERTIFY THAT THE'CALCULATIONS AND r�l
1. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATIONANDSLOPE, OR'OTHER.LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
SPECIFICATIONS: HEREIN HAVE"BEEN PREPARED BY THE
UNDERSIGNED PROFESSIONAL ENGINEER, AND'ARE IN
E' 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. . ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF
2, THESE T
NOT SPECIFICALLYADDRE.SSE6 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, THE FLORIDA BUILDING CODE, SEVENTH EDITION (20201.
INC., WHICH EXERTADDITIONAL LOADS ON THE STRUCTURE SHALL BEAT THE OWNER'S RISK. BECHTOL'ENGINEERING AND TESTING, INC.; SHALL NOT BE RESPONSIBLE FOR STRUCTURAL'DAMAGE.OR FAILURE DUE TO THE 1 ;COPI
APPLII.CATION OF:ADDITIONAL LOADS.
lr,, F►��
3: ALL ST
EEL 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, AND. SHALL MEET.THE DESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDING CODE (FBC) AT THE
v.•'' i.�cENs� ••.,
LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA.
_ No. _90753'
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..
BED Oi ENGINEERING AND INC.
g. 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 60s�r NEW YORK AVENUE (V
WELDED'WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT. COMPLYING WITH ASTM C1116. DELATI LORIDA 32Z2 0
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
ice,' '., A �,= •.
'AND/OR CONCRETE SLAB'CONSTRUCTION.. SEE -GROUND ANCHOR SCHEDULE (THIS SHEET) FOR -SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. //
8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 1/2" x 5" OR EQUIVALENT OR WEJ-ITANKR-TITE MODELAT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT.
g, POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION,. EXCEPT FOR END WALLS.
1p, 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. -CAROLINA CARPORTS; • LNC.
11. 14 GA FRAMING: 2-1/2' x 2-1/2" TUBE STEEL(TS).WITH.2-1W' x 2-1/4°.TS NIPPLES. GENERIC PLANS FOR USE IN: THE STATE OF FLORIDA
12 GA FRAMING: 2=1/4" x 2>1/4"-TS WITH 2" x 2" TS'NIP.PLES. _
°A" 6610412021
E UIRING FLOOD OPENINGS MUST.HAVE A MINIMUM OF.TWO (2) OPENINGS. ON EXTERIOR WALLS. OPENINGS SHOULD BE iNSTALCED ON AT LEAST TWO (2) SIDES OF ENCLOSED AREA, WITH BASE OF BECNTOC �FNGiNEER�NG °mow" riikb. NTs
12. ENCLOSED AREAS R Q
su,E
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 SHfALL'BE BASED ON ONE (1) FLOOD VENT PER "AND TEST/NG n Ib NO 621001
. ... mrvSiA.Y�NC GEOTECMvI°ei, ENnRpi NiA�A-MATER� $3E5YwGENQ" S ..
EVERY 305. SQUARE FEET OVENCLOSED AREA: SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET'5.OF 6. � �•d.nw��w oao�s °"° E° TBSHEET1: 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)
77
— = ENCLOSED LENGTH
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 SAVE 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• I'-6' _ _ _ I-6'—
ENCLOSED-LENGTH VARIES — _-
0
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 - 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)'
' _ - C OSED LENGTH ARIES {
TYPICAL SIDE ELEVATION . TYPICAL END ELEVATION TYPICAL SIDE•ELEVATION; . TYPICAL END ELEVATION TYPICAL SIDE ELEVATION.. TYPICAL
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE yy�pNOT TO SCALE. NOT TO \r�1�
0 C O MPLIA G " BECNTOC ENGINEERING AND'Y
605 WEST NEW YORK AVENUE
'� s LU6� p{ :CO� [{ T�!� D.ELAND,FLORIDA 32720 rj
114. l I �l1r
CAROLIIVA 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 N�
EN
NOT-TO.SCALE NOT TO SCALE NOT TO SCALE MV NO �yG, lna Gr E N
06/04/2021 '
Cli. NEER�NG mkb. Ts
O TfSTI HECAE° tb Aw mo. G21001
- cMlsvLbNG �ErnEaWiCAI ENViRWNENinI AND MATERIALS jESTWG ENGYEERS C '
een rce a dA mudm No aooas sz AR` !. TB :. SHEET 2 OF 6 .
. 4
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
12
\ Q3
\ 24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4" SDF's AT
EACH END (4 PER BRACE)
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
>24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
TYPICAL
INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME
NOT TO SCALE
LENGTH VARIES DEPENDING ON
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
NSTALLATION INSTRUCTIONS
12
2 �3
4
24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4" SDF'S AT
= EACH END (4 PER BRACE)
w
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
>24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
TYPICAL INTERIOR RAFTER/POST
FRAME SECTION - BOX EAVE - HORIZONTAL ROOF
NOT TO SCALE
LENGTH VARIES DEPENDING ON
NUMtlEK AND SYALINU Uf-
SEE
TABLE 1
SHEET
TYPICAL RAFTER/POST FRAMING PLAN -.BOW FRAME TYPICAL RAFTER/P05T FRAMING PLAN - bUA tAVE
NOT TO SCALE NOT TO SCALE
SEE
SEE TABLE 1
TABLE 1 OPENING FOR SWINGING SHEET
SHEET DOOR WITH NON-STRUCTURAL 1 �F 6
1 OF 6 HEADER s I
•
•
N
12' MAX.OPENING.
FOR ROLL -UP DOOR
_WITH STRUCTURAL
HEADER
10" (TYPICAL)
OPENING FOR WINDOW WITH
NON-STRUCTURAL HEADER
AND WINDOW RAIL
SIDE WALL OPENINGS FRAMING PLAN. (Also aooficatde to End Walls)
_.... _...-._LD.
S
\� OPEN G 111R
sv4wanc DOOR
12' MAX. OPENING FOR STRUCTURAL
' 111
UCTURAL
ROLL -UP DOOR WITH HEADER
NON-STRUCTURAL.\
6' —�
3 N
a
SEE
TABLE 1
SHEET
1 OF 6
I
LENG VARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO PURLINS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
1-1/2" 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)
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
>24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
AS SHOWN ON THIS SHEET
TYPICAL INTERIOR
RAFTER/POST FRAME SECTION - VERTICAL ROOF
NOT TO SCALE
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) 012-14 x 3/4" SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48" O.C.
I--6'
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
FILE Copy
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
REVIEWED F h
CODE COMPLIANCE
ACE
T.
L CIE COUNTY
13. 0cc.
24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-1.4 x S4'.SELF=DRILLING
SCREWS AT EACH END
(4 PER BRACE)
ROOF EXTENSION OPTION MAIN STRUCTURE
TYPICAL LEANJO OPTIONS FRAMING. -PLAN (BOTH OP_
NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS AP
24" 16 GA U-CHANNEL BRACE (V TO 7' POST) BECHTOL ENGINEERING
48" 16 GA U-CHANNEL.BRACE ' P (8' TO 14OST)
BRACEANGLE SHALL BE MIN. 30• 605 WEST'NEWYORKAVENU
TO MAX: 45" FROM HORIZONTAL' DELAND, FLORID. 32720
D 5
FREESTANDING v geoCT�G./ENS'
LEiSN=TO.FRAMING PLAN.. CONSUL„„ GEO, �,t4�E„„RONNa A� ANDMA1ERI
NOT T.O SCALE cen ca>'dnwma5Lmw ooaocs
S S WIC IV M 'ArIA"00,
E `Q�OW FFjATujE.RAItjQ ti . Irk
90713 'f
OPTIONAL 24'-1" TO $0' TRUSSED RAFTER -- BOW
NOT TO SCALE_'
OPTIONAL 24'A." TO 30',TRUSSED RAFTER := BOX EAVE
NOT TO SCALE' .
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
4" MINIMUM —2" MINIMUM
MINIMUM 2-1/2" EMBEDMENT
12"
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #5's CONTINUOUS
SCONCRETE BASE RAILANCHORAGE
IAANot ToScale
DRILL 5/8" HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER
THROUGH -BOLT
MINIMUM
INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDT DRILL 5/8" HOLE THROUGH THE 2" WASHERS
ANCHOR OR 1/2" x MINIMUM 5-1/2" EXPANSION ANCHOR DRILL 5/8" HOLE THROUGH THE 2" WASHERS
THROUGH BASE RAIL WITHIN 6" OF EACH BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO
RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS
WALL POST ALONG END WALL SECTIONS THROUGH -BOLT BASE RAIL THROUGH -BOLT BASE RAIL
\ F—+MIN. 6" TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE, OR STABLE GROUND SLIFACE\
2-1/2" EMBEDMENT
MINIMUM 4"
CONTINUOUS 4" CONCRETE PAVEMENT
1 _ CONCRETE BASE RAILANCHORAGE
Not To Scale (OPTIONAL - OPEN CARPORTS ONLY)
2" WASHERS 24" 16 GA U-CHANNEL BRACE (5' TO 7' POST)
48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)
TS CONTINUOUS BRACE ANGLE SHALL BE MIN. 45°
BASE RAIL TO MAX. 60° FROM HORIZONTAL
NIPPLE TO 3_
RAFTER V
(SEE GROUNDANCHOR
SCHEDULE, SHEET 1 OF 6,
FOR REQUIRED ANCHOR)
CONTINUOUS 4"
CONCRETE PAVEMENT .
EYE ANCHOR
1E CONCRETE BASE RAILANCHORAGE
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
TS 13ASEIWINDOW RAIL OR
- - NON-STRUCTURAL HEADER
(12 GA IF ROLL -UP DOOR FRAME) -
2"x2"x2" 16 GAANGLE CLIP
SECURE TO POST (EACH SIDE)
AND RAFTER CHORD/RAIL WITH
'(4). #12-14 x 3/4" SDF's, (2) ON
T.OP OR BOTTOM, (2) ON SIDE
POST TO RAIL,. TRUSS CHORD, OR
N.ON=STRUCTURAL HEADER CONN. DETAI
Not To Scale '
TS RAFTER
�6" LONG TS NIPPLE
SECURE POST TO NIPPLE WITH '
(4) #12-14 x 3/4" SDF's
TS RAFTER POST
BOX.EAVE RAFTER/POST: DET/ALL
2A 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) #1214 x 314" SDF's,
(2) ON TOP, (2) ON SIDE
ITS CONTINUOUS BASE RAIL
5 END POST/BASE,.RAIL CO.NN.
Not To Scale
EYEANCHOR
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)
1C BASE RAIL DEEP ANCHORAGE
Nat To Scale
TS BOW RAFTER
NO SCREWS
REQUIRED
IN BOW BEND
EYE ANCHOR U (SEE GROUND ANCHOR
5/8" ROD 30" LONG SCHEDULE, SHEET 1 OF 6,
WITH DBL 4" HELIX FOR APPLICABILITY)
�:f_
1D BASE RAILANCHORAGE
Not To Scale
FILE®ly
6" LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3/4" SDF's
4" 16 GA U-CHANNEL BRACE (5' TO 7' POST)
48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) TS RAFTER POST
9-1 /2"7r BRACE ANGLE SHALL BE MIN. 45° NIPPLE TO MAX. 60° FROM HORIZONTAL BASE RAIILL \ 3/�
ii
LONG TS NIPPLE
SECURE RAFTER AND POST TO
NIPPLE WITH (4) #12-14 x 3/4'
TS.RAFTER POST SELF -DRILLING FASTENERS
B4O.W.RAFTER/POST DETAIL
26 _Not To Scale
POST
2" x 2" x,2" 16 GAANGLE,CLIP
SECURE TO POSTAND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAII./GIRT WITH (4) #12-1.4 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
s RAIL, OR GIRT TO POST.CONN.. DETAIL
Not To Scale
TS CONTINUOUS BASE RAIL
POST/BASE RAIL CONN. DETAIL
3 'Not To Scale
REVIEWED FOR .
COWE C® PLIBACE
� r
No..90753
BtC^L' ENGINEE1*NG .. INC.
805 V N6W YORK AVEN '
DELA*D CIRIDA 327
i
AT �
l
I. sc ' I .: ancc:�i 4urc
VERTICAL SIDE OPTION
SEE
TABLE 1 OPENING FOR SWINGING DOOR
SHEET WITH NON-STRUCTURAL HEADER
7. 1OF6
5
4
4
GIRTS 6 4 ci E
(Typical) 4 4 s 9
12' MAX. OPENING FOR
ROLL -UP DOOR WITH . s
3 NON-STRUCTURAL HEADER 4
4 4 4
TYPICAL END
WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN
NOT TO SCALE
BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO OPENING FOR SWINGING DOOR
EACH RAFTER WITH (2) #12-14 x 314" SELF -DRILLING WITH NON-STRUCTURAL HEADER
6'-j FASTENER SPACED NOT MORE THAN 48" O.C.
GIRTS
(Typical)
5
4
SEE
TABLE 1
SHEET
1 OF 6
e
s
6
3
E
d E
e
5
12' MAX. OPENING FOR
ROLL -UP DOOR WITH
STRUCTURALHEADER
4
4
4
5
to
4
3
3
4
3
4.
4
3
4
5
4
OPENING FOR WINDOW WITH
NON-STRUCTURAL HEADER
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
REVIEWED f-UH
CODE COMPUA OE
STo LU09E CouNTY
CC
BOX EAVE FRAME RAFTER UTILITY BLDG VERTICAL SIDES
ROLL -UP -DOOR SWINGING DOOR
(As applicable), (As applicable),
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE
,v-e`c
grl�,,, .
v......, r4
5.
BEGH*L%ENGINEER1NG AN �+, INC.
605 VM'NS
W SW YORK AV&4M -
DEL �idD!WOI2IDA 32720
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AND TBSVNQ Inc. '
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NO G21001
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