HomeMy WebLinkAboutConstruction PlansTABLE T
FBC APPROVED PRODUCTS LIST MAXIM. UM ALLOWABLE RAFTER FRAME; END POST; GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
WIND SPEED
• AVERAGE FASTENER SPACING
QAON=CENTERS ALONG RAFTERS OR
APPROVAL EXPIRATION PARTIALLY MAXIMUM PURLINS, AND POSTS OR GIRTS
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER- No. �8� (INCHES)
DATE • DATE OPEN ENCLOSED ENCLOSED. WIND ULTIMATE NOMINAL POST / RAFTER
RISK EXPOSURE WIND SPEED WIND SPEED SPACING: INTERIOR-, END
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 04/05/27 180 180 180 MPH MPH FEET
CATEGORY CATEGORY ) (. ) (FEET) POSTS/RAFTERS POSTS/RAFTERS
_
26 Gauge AG Panel 10/10/17
•
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 03/14/27 180 180 180 110 TO 150 . 89 TO 116 5.0 6 $
-
26 Gauge AG Panel 10/10/17 I C
_
151 TO 180' 117 TO 139 4.0 6 .6
STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR SYSTEMS, INC. FL29622.1 09/01/20 N/A N/A N/A NOTES: 1. Specifications applicable to 26.gatige 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 pudins.
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-R1 09/14/20 N/A 139 138
requirements for other roof heights andLor slopes may vary.-
Series 402A4 01/29/18 9 P Y.
GROUND ANCHOR. SCHEDULE
.,
EXTERIOR DOORS. SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5 R1 09/14/20 N/A 165 147
ULTIMATE _WIND SPEED (mph) METAL CARPORT INSTALLATION PLANS
Se ries 407 01/29/i8
110 . 120. 130'• 140 .150 180 AND DETAILS AND FRAMING AND
• "160 -110
EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 12/31/20 N/A 180 174
ENE
FAST R SPECIFICATIONS
Model 203 (12' Max. Width) 10/07/17 12
EXTERIOR DOORS ROLL -UP CAROLIN.A CARPORTS, INC. FL16806.1-R4 11/11/20 N/A 158 138 14 30' Anchor_. FOR CONSTRUCTION IN THE STATE OF FLORIDA
Steel, Roll Up Sheet Door (12' Maz. Width) 06/18/19 m 16 DetaiL1 D .
WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499;1-R5 10/17/23 N/A 175 : . 157 _ 18 PREPARED FOR:
Model 185 SH 03/27/19 0_ 20 CAROLINA CARPORTS; INC .
98"Anchor P.O. BOX 1263.
EXTERIOR DOORS ROLL -UP . CAROLINA CARPORTS; INC, . FL16806.2-R4 11l11/20 0 Detail 1C NORTH 0.17
N/A ., 480 18 22 DOBSON, NO CAROLINA 27
Steel Roll -Up Sheet Door - 8' Wide 06/18/19 Z
24 . .
0
EXTERIOR DOORS ROLL=UP CAROLINA CARPORTS, INC. FL16806.4-R4 11/11/20 N/A 180 172 PREPARED BY. - ,. .
m 26 BECWTOL ENGINEERLNG AND TESTING., INC.
Steel RoII-Up Sheet Door -1.0' Wide 06/18/19
,
Anchor 605 WEST"NEW YORK AVENUE
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.3-R4 11/11/20 N/A 155 133 DetaillC DELAND, FLORIDA 32720 -
Steel Roll -Up Sheet Door -16' Wide 06/18/19 Certificate Certificate of Authorization No. 00005492
" T
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 RECURIEMENTS.
2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS MAY BE RAISED OR LOWERED ASNECESSARY TO ACCOMODATE
SUBSTITUTED PRODUCT.
GENERAL -NOTES:
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 THIS IS TO CERTIFY THAT THE CALCULATIONS AND
PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. SPECIFICATIONS HEREIN HAVE BEEN, PREPARED BY THE
UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN
2, THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITYISTORAGE 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
NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS; WINDOWS; OR OTHER COMPONENTS NOT LISTED IN THE FBC APP.ROVED.PRODUCTS:LIST (THIS SHEET), AND NOT-PROVIDED'AND INSTALLED BY CAROLINA CARPORTS, THE FLORIDA BUILDING CODE SIXTH EDITION 2 1 . THE PLANS
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 I HE NEXT R ION OF THE FLORIDA BUILDING ARE VALID UNTIL T EVIS
APPLICATION OF ADDITIONAL LOADS. CODE.
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 TO
LOCATION OF THE BUILDING WITHIN THE STATE QF FLORIDA. BECHTOL ENGINEERINfi�.
605WEST NEW YORKAVENUS.�
O:
5, ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 is 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. DELAND, FLORIDA 32720 85g$ '••
Certificate
of Auttiod=etbn. No;
" .
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 LL -
WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 4 � _
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 R e NeP'E ;� '.• S�P�S O
•'
AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS.
� mac••.......••'' �` \�
'
8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 1/2" x 5" OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT.
SS 1014
9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS.
10. FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED R318.1 OF THE FBC SIXTH EDITION (2017) -RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH CAROLINA CARPORTS, INC.
0117) BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT PSF IS ASSUMED.
EDITION ( BEARING PRESSURE OF 2,000
11. 14 GA FRAMING: 2-1/2" x 2-1/2" TUBE STEEL (TS) WITH 2-1/4" is 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 NIPPLES.
01/20/20
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 M BECHTOL ENGINEERING °A °t mkb NTS
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 An►v MSflNA tb '"°`"a G20001
EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. -1 '.•A MM3d",E1nW EN �
A""°'m TB SHEET 1 OF 6
BOW FRAME RAFTER OPEN CARPORT- HORIZONTAL ROOF
BOW FRAME -RAFTER.ENCLOSED SUILDING - 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)
•
_ -
__
c
ENCLOSEDiENGTH VARIES
_ �_ _-
_
TYPICAL SIDE ELEVATION TYPICAL END• ELEVATION
TYPICAL'SIDE'ELEVATION TYPICAL END .ELEVATION ,
TYPICAL END ELEVATION
TYPICAL SIDE 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)'
s
s.
ENCLOSEDtE GTH VARIES
--
--_
TYPICAL -SIDE ELEVATION TYPICAL -END ELEVATION
TYPI:CALSIDE 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
I
MINOR
(As applicable) (Ae applicable)
(As applicable) (As applicable)
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
\`���rllllr►.r�i�
BECHTOL ENGIN
605 WEST NEW YORKq�E
DELAND; FLORIDA 32}PO�
of 38
Certificate NO,
Thomas BeeMd. .e
Llcenae ��
Fkdda No. STATE
i' ORAv
CAROLINA C.►'� , �� •
ti I I ►►
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
TYPICAL BOW RAFTER GABLE END ELEVATION
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
mu BECHTOL ENGINEERING
mkb
01/20n0
'° P NTS
NOT TO SCALE
AND IMM4 Lw-
tb
'•�"a G20001
oosumo r�u.ervwv sm4u wmcustmnweo�e
TB
SHEET 2 OF 6
26 GA. GALVANIZED METAL ROOF PANELS 26 GA. GALVANIZED METAL ROOF. PANELS
26 GA. GALVANIZED METAL ROOFPANELS FASTENED TO RAFTERS. FASTENED TO PURLINS PER MANUFACTURER'S
FASTENED TO RAFTERS PER'MANUFACTURER'S INSTALLATION INSTRUCTIONS
INSTALLATION INSTRUCTIONS INSTALLATION
2 ' .. ' ' - 2. • 1-112' 18'GAUGE FURRING
INSTA ION INSTRUCTIONS
12 12 11
4 '. CHANNEL(PURLIN)
2.
24" 16 GA U-CHANNEL BRACE N- 16 GA U-CHANNEL BRACE 4
FASTENED TO RAFTER.WITH �. FASTENED TO RAFTER 11VITH
(2) #12-14 z 3/4" SD AT (2) #12-14 x 3/4° SDFs AT. 24' 16 GAU-CHANNEL BRACE
EACH END (4 PER BRACE) _ EACH END (4 P.ER BRACE) _ FASTENED TO RAFTER WITH SEE
w O TABLE_1
w _ (2) #12-14 x 314" SDPs AT. SHEET
EACH END 4 PER BRACE
w 24' MAXIMUM RAFTER. SPAN ON SINGLE RAFTER . .R 24'MAXIMUM RAFTER SPAN ONSINGLE.RAFTER ( ) 1 OF 6
6 >24' TO 30' RAFTER SPAN REQUIRES ATRUSSED RAFTER . 1. Q _ >24' TO 30"RAFTER SPAN REQUIRES A TRUSSED RAFTER 1 - s_
AS SHOWN ON. THIS SHEET f- . AS SHOWN ON THIS SHEET - 24' MAXIMUM RAFTERSPAN aN SINGLE RAFTER . ~
.. .. .. .. - 4 ' . - - 4. >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER w .
"e _ - . . - p, ' AS SHOWN ON THIS SHEET: .. 4 ..
TYPICAL. TYPICAL INTERIOR. RAFTER/POST - TYPICAL BOW' RAFTER GABLE END FRAMING PLAN.
INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME' FRAME SECTION - BOX EAVE - HORIZONTAL ROOF TYpICAL.INTERIOR. NOT To scALE
NOT TO SCALE NOT TO. SCALE
RAFTER/POST FRAME SECTION - VERTICAL ROOF .
NOT TO SCALE
1-1/2' 18 GAUGE FU.RRING:CHANNEL FASTENED "
tENGTH VARIES DEPENDING ON LENGTH VARIES DEPENDING ON TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF=DRILLING .
NUMBER AND SPACING OF RAFTERS NUMBER AND SPACING OF RAFTERS FASTENER SPACED NOT MORETHAN.48"•O.C. .
SEE, SEE MAXIMUM
SEE SEE TABLE 1 TABLE 1 . 4' O.C. FOR
TABLE 1 TABLE 1
SHEET'. SHEET VERTICAL
_SHEET SHEET 3
10F,6 1'OF6 PANEL
w
4
LENG VARIES DEPENDING ON NUMBER,
- D SPACING OF RAFTERS
AN
TYPICAL RAFTER/POST FRAMING.PLAN.- BOW FRAME TYPICAL RAFTER/POST FRAMING PLAN -BOX EAVE TYPICAL BOX.EAVE:RAFTER GABLE END FRAMING PLAN
TYPICAL
NOT TO SCALE NOT TO SCALE NOT TO SCALE.
_POST%RAFTER FRAMING PLAN -VERTICAL ROOF
NOT TO SCALE
SEE
10
SEE TABLET
TABLE 1 OPENING FOR SWINGING SHEET 12
SHEET DOOR WITH NON-STRUCTU T 1 OF 6 . 5.
9 .
1 OF 6 HEADER13
4.
5
5'
.. 12'MAX:OPENING 5 .4 .. .
24""16 GA U-CHANNEL BRACE 2
11 ''
FOR ROLL -UP DOOR
4
a
FASTENED. TO RAFTER WITH
4-
WITH STRUCTURAL
SWINGNGD oa
5
(2) #12-14 x 3/4. SELF -DRILLING'
HEADER
WRHNo�
<
SCREWS AT EACH END
12' MAX. OPENING FOR
S1Ructuax
-
(4 PER BRACE) ' ..
10- (TYPICAL)
ROLL -UP DOOR WITH
HEADER
'
10
4
3
•4
5 6 -
'q
NONSTRUCTURAL
q
.9
.3
31
1
5- -
4
4
4
_4 .. 4
4
HEADER
4 A
.4
.44.
.. q
4
A
-
OPENING FOR
WINDOW WITH
NONSTRUCTURAL HEADER.
TYPICAL
ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION
TYPICAL SIDE WALL OPENINGS FRAMING PLAN
AND WINDOW RAIL
(Also applicable to End Walls)
END WALL. OPENINGS POST/RAFTER FRAMING PLAN
TYPICALLEAN-TO OPTIONS FRAMINGPLAN (BOTH OPTIONS SHOWN), \ ti.1'rl I I 1 1 1/
NOT TO SCALE
NOT TO. SCALE
(BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW F F18) NOT TO SCALE.
\�
24" 16 GA U-CHANNEL BRACE (5' TO POST)
48" 16 GA U-CHANNEL BRACE (8' TO'W POST). BECHTOL ENGINEER]i�6
FULL 6' WELD TO MAX 45BRACE A LFROM HORIZONTAL ��3TNAVEN1fi, 1'
DELAND; FLORIDARIDA 32720
BOTH SIDES Certificate of N ; NO, 3 353B _
FULL 6" WELD
XZ
BOTH SIDES
LLJ
6° .. 4 T I, P.E.. '
F6Wa Lice STATE OF . • �1 \
WELD ALL WEB
CONNECTIONS,
BOTH SIDES
OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW
NOT TO SCALE
II WELD ALL WEB
hull CONNECTIONS,
BOTH SIDES
OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOX EAVE
NOT TO SCALE
LEAN-TO FRAMING PLAN
INSTALL 1/2' x MINIMUM 5" TAPCON REDHEAD LOT INSTALL 1/2' x MINIMUM 5' TAPCON REDHEAD LDT
ANCHOR OR 1/2' x'MINIMUM 5-1/2"_EXPANSION ANCHOR ANCHOR OR 1/2" x MINIMUM 5-1/2' EXPANSION ANCHOR'
THROUGH BASE RAIL WITHIN 6' OF EACH . THROUGH. BASE RAIL WITHIN 6' OF EACH
RAFTER POSTS ALONG SIDES AND EVERY END. RAFTER POSTS ALONG SIDES AND EVERY END
WALL POST ALONG END WALL SECTIONS WALL POST ALONG END WALL SECTIONS
4" MINIMUM, 2' MINIMUM MIN._ 6'
MINIMUM 2-1/2" EMBEDMENT MINIMUM 2-1/2' EMBEDMENT
�'y....� 12. MINIMUM 4-
♦~12".
MONOLITHIC CONC. FOOTING (2500 PSI MIN.) CONTINUOUS 4° CONCRETE PAVEMENT
REINFORCEDWITH 2 #Ss CONTINUOUS
CONCRETE: BASE RAIL ANCHORAGE ,B CONCRETE BASE RAIL ANCHORAGE
A Not To Scale (OPTIONAL - OPEN CARPORTS ONLY)
Not To Scale -
DRILL 5/8; HOLE THROUGH THE 2' WASHERS
BASE: RAIL AND SECURE TO,
ANCHOR EYE. WITH 1/2" DIAMETER TS CONTINUOUS
THROUGH -BOLT BASE RAIL
(SEE GROUND ANCHOR
MINIMUM 4° SCHEDULE, SHEET 1 OF 8,
FOR REQUIRED ANCHOR)
CONTINUOUS 4" '
CONCRETE PAVEMENT
EYEANCHOR
� CONCRETE BASE RAIL ANCHORAGE
Not To Scale
(OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B)
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.'46
TO MAX. 60- FROM HORIZONTAL '
NIPPLE TO 3J16"
RAFTER
TS RAFTER
_6' LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4) #12+14 x 3/4" SDF's
i RAFTER POST
BOX'EAVE RAFTER/POST DETAIL
Not To Scale .
DRILL 5/8' HOLE THROUGH THE 2' WASHERS
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2"DIAMETER TS CONTINUOUS
THROUGH -BOLT BASE RAIL
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
EYE ANCHOR
5/8: ROD 48' LONG
WITH 6' HELIX
OR
5/87- ROD 60' LONG 7(SEEGROUND ANCHOR
WITH T' HELIX, SCHEDULE; SHEET 1.'OF 6;
AS APPLICABLE FOR APPLICABILITY)
BASE RAIL DEEP.ANCHORAGE
1 C' Not To Scale
TS BOW RAFTER
NO.SCREWS
REQUIRED IN BOW BEND I5"
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,
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,APPLI.CABILn.Y)
1D BASE -RAIL ANCHORAGE
Not To Scale
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. 45°
TO MAX. 60.' FROM'HORIZONTAL NIPPLE TO
BASE RAIL
3'
3• 6" LONG TS NIPPLE
SECURE RAFTER AND. POST TO
NIPPLE WITH (4) #12-14 x 3/4"
TS RAFTER POST SELF -DRILLING FASTENERS
�01 BOW RAFTER/POST DETAIL .
Not.ToScale
POST
6" LONG TS NIPPLE
SECURE POST TO NIPPLE.
WITH (4).#12-14 x 3/4' SDFs
TS RAFTER POST
(_,_�..PO.ST/BASE RAIL- CONN. DETAIL
o Not To Scale '
2' x 2° z 2" 16 GA ANGLE CLIP
POST
BECHTOL Nbf� EI,
SECURE TO AND TOP of
ENGIN N
TS RAFTER POST
HEADER, OR BOTTOM OF WINDOW
605 WEST NEW YORKf�l�1 V
DELAND, FLORIDASE
TS TRUSSED RAFTER. CH
RAIL/GIRT WITH (4) #12=14 x 3/4° SDFs
(2) ON TOP OR BOTTOM, (2) ON SIDE
of
i
OR NONSTRUCTURAL HE
53$
TS END POST OR DOOR/
_
WINDOW FRAME POST2'x2'x2'
16 GA ANGLE CLIP
—_
SECURE TO POST (EACH SIDE)
1-1/2" x 1-1/2" x 2' 16 GA CLIP
TS NON-STRUCTURAL HEADER
Th mae Bedttol .E-
_
TS BASE/WINDOW R�JR
AND RAFTER CHORD/RAIL WITH
ANGLE SECURE TO
FWAa Lloeroe N .NON-STRUCTURAL
HE(4)
#12-14 x 3/4' SDFs, (2) ON
POST AND BASE RAIL(12
GA IF ROLL -UP DOOR FTOP
OR BOTTOM, (2) ON SIDE
WITH (4) #12-14 x 3/4" SDFs,
(2) ON TOP, (2) ON SIDE
i c�CP P .• �i `
�/ •••••
NOTE: AT ROLL -UP DOOR
/ O , FLOR��' !�\�
/ ••.....• V
OPENINGS, POST SHOULD
TS WINDOW OR GIRT
/C \
,��/
CLIP POSTIL
BE FLUSH 1T0 RAIL ONITH RAIL LY
FF; OR VERT,WINDO CAL SIDING OPTION
�S i�
SIDE OPPOSITE THE OPENING.
POST TO RAIL, TRUSS CHORD, OR
NON-STRUCTURAL HEADER CONN. DETAIL
Not To Scale
ITS CONTINUOUS BASE RAIL
5 t To ScaleEND POST/BASE RAIL CONN.
No
NON-STRUCTURAL HEADER, WINDOW
RAIL, OR GIRT TO POST CONN. DETAIL
Not To Scale
1
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" SDFs,
(2) ON POST, (2) ON RAFTER
POST/RAFTER CONN. DETAIL.
.:END
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 3/4" SDFs
(2) ON TOP, (2) ON SIDE TS GABLE RAIL
TS RAFTER POST.
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
11 A Not ro 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" SDFS
AT EACH END (4 PER BRACE) -
BRACE SECTION
Not To Scale
NIPPLE TO . 3/1
DBL: HDR. / V �
[Ms
6• LONG TS NIPPLE
SECURE EACH WITH
(4) #12-14.x 3/4"
SELF -DRILLING FASTENERS
GA TS POST
1FTER POST
NG.TS NIPPLE
IRE WITH (4) #12-14 x 3/4'
-DRILLING FASTENERS
DOUBLE TS HEADER
NIPPLETO
DBL. HDR. "
�� • RAFTER POSTMEADER 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'BOTTOAA NIPPLE TO 3/16'
RAFTER
TS RAFTER 12" LONG TS NIPPLE.
SECURE POST TO NIPPLE '
.WITH (4) #12-14 x 3/4"SDFs,
1-1/2' x 1-1/2' z 2' 16 GA _CLIP ANGLE
SECURE TO RAFTER AND GABLE =
RAIL WITH (4) #12-14 x 3W SDPs,
(2) ON TOP, (2) ON BOTTOM F-6'
6" LONG TS NIPPLE -
SECURE WITH (4).#12-14 x 3/4' SDF's
24' 16 GA U-CHANNEL BRACE (V TO T 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. 60" FROM HORIZONTAL
SELF -DRILLING, FASTENERS -
f-TS. RAFTER POST
TS RAFTER POST
SIDE -EXTENSION -
GABLE RAIL TO RAFTER POST RAFTER/POST DETAIL
116 CONNECTION DETAIL 12. Not To Some
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. Q)
26 GA. METAL ROOF
\ PANEL
�TS RAFTER -1
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
TS LEG POST
TS RAILS
TS BASE RAII
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
RAIL
3/16" NIPPLE TO
BASE RAIL
RAFTER POST/BASE
�n BASE RAIL CON.NECTION.DETAIL
v Not To Scale
TS RAFTER POST
2-x4' 16 GA PLATE (ONE REQUIRED)
SECURE TO EITHER SIDE OF
POSTIRAFTER CONNECTION
'WITH (4) #12-14 x 3/4' SDFs,
(2)-ON POST; (2).0N 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
1.3 POSTJ LEAN-TO RAFTER CONN. DETAIL
Not To Scale
13ECHTOL,ENGI iftTINf'.,l. C.
605 WEST NEW YO i
DELAND, FLORIDA �72�
Cer6fia►te:ot � q g53a
N0,3 A,
Thanes Be.hw, P. r OF `
Florae License No.
. i .
'�,,�FSs I Os P� �\••
VERTI L
SIDE
OPT!: ®rN
SEE......
TABLE 1 OPENING FOR SWINGING DOOR
SHEET WITH NON-STRUCTURAL HEADER
14,/2' 18 GAUGE FURRING CHANNEL FASTENEDTO
OPENING FOR SWINGING DOOR
7
1 OF 6
EACH RAFTER WITH (2) #12-14 x 314.' SELF -DRILLING
WITH NON-STRUCTURAL HEADER
5
FASTENER SPACED NOT MORE THAN 48' O.C. .
4
H.
GIRTS g 4
ci
SEE. .
GIRTS s TABLE 1
ci =
(Typical) a 4:
5
(Typical) q SHEET s s 5. 4.
4' S.
4
.. � 1. OF$ �� 5 '. S - a- � q.
3 3
�
1Z MAX.OPENING FOR
ROLL -UP DOOR WITH
17 MAX. OPENING FOR
.
NONSTRUCTURAL HEADER
NON-STRUCTURAL
1.
3 10 ROLL -UP DOOR WITH
3
4 4
STRUCTURALHEADER- 4.
a
TYPICAL END,
- - - ..'
:0PENIW.F0R WINDOW WITH
WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN
.. NONSTRUCTURAL HEADER
LENGTH VARIES DEPENDING ON NUMBER
AND RAIL.
NOT TO SCALE
AND SPACING OF RAFTERS.
(Also epp cab e IN EOW
Walls) .
TYPICAL POST/RAFTER/GIRT FRAMING PLAN
NOT TO SCALE
BOX EAVE 'FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES
ROLL -UP DOOR SWINGING DOOR
Lee ' IA. ennlir�61n1
TYPICAL SIDE ELEVATION _ TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
BOX. EAVE FRAME RAFTER UTILITY BLDG, - VERTICAL SIDES
ROLL -UP DOOR SWINGING DOOR
TYPICAL SIDE ELEVATION. TYPICAL, END ELEVATION
NOT TO SCALE NOT TO SCALE . .
eeee11IIIIIp ``
BECHTOL.ENGINEE 434*
NG,
606 WEST NEW.YOF = •. vG
DELAND, FLORIDA32720�
CeI'Mcato of
O. 38538
Thomas Be P.E. ^ 'O
Fblide Lloense ,
DE
PLORID
�auelt�te