HomeMy WebLinkAboutConstruction Plansi
FBC APPROVED PRODUCTS LIST
I PRODUCT CATEGORY I SUBCATEGORY I MANUFACTURER
MAXIMUM ALLOWABLE
WIND SPEED
APPROVAL
OA
EXPIRATION
PARTIALLY
No.& DATE
DATE
OPEN
ENCLOSED
ENCLOSED
FL6596 1 R5
04/05127
180r
180
"1180
10/10/17
--�z
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
t_
,STRUCT
'_STRUCTURAL WALL
-
CAROLINA CARPORT8,ANC.
FL6702.1-RR5
03k14/27--
180
180,-
110 TO 150
89 TO 116
5.0
6
6
`26-Gauge AG`Panel
10/10/17
��
I
C
�..
K1 5 M1'f-
151 "TO 180
-
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 gauge 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 purlins.
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL 3 R1
09/14/20
N/A
139
138
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
Series 402-14
01/29/18
requirements for other roof heights and/or slopes may vary.
-
GROUND ANCHOR SCHEDULE
_
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.5-R1
09/14/20
N/A
165
147
ULTIMATE WIND SPEED h m
METAL CARPORT INSTALLATION PLANS
Series 407
01/29/18
P)
110 120 130 140 150 160
170 180
AND DETAILS AND FRAMING AND
EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FL8888.1-R5
12/31/20
N/A
180
174
FASTENER SPECIFICATIONS
Model 203 (12' Max. Width)
10/07/17
12
EXTERIOR DOORS
ROLL -UP
CAROLINA CARPORTS, INC.
FL16806.1-R4
11/11/20
N/A
158
138
14
30"Anchor
DetaB 1D
FOR CONSTRUCTION IN THE STATE OF FLORIDA
Steel Roll Up Sheet Door (12' Max. Width)
06/18/19
�
16
„ ;WINDOWS
SINGLE HUNG
MI WINDOWS ANO DOORS'
FL1.7499,1-'R5''''
10/17l23
NSA :
r. 1.75
i " 157
=
18
PREPARED FOR:
Model 185=SH
—0312-7/19
- -
�•
20
48°Anchor
CAROLINA CARPORTS, INC.
P.O. BOX 1263
EXTERIOR DOORS
ROLL -UP
CAROLINA CARPORTS, INC.
FL16806.2-R4
11/11/20
N!A
180
180
22
Deta�11C
DOBSON, NORTH CAROLINA 27017
Steel Roll -Up Sheet Door - 8' Wide
06/18/19
p
24
EXTERIOR DOORS
ROLL -UP -
CAROLINA CARPORTS, INC.
FL16806.4-R4
11/11/20
N/A
180
172
m
26
PREPARED BY. -
BECHTOL. ENGINEERING AND TESTING, INC.
Steel Roll -Up Sheet Door -10' Wide
06/18/19
28
60' Anchor
605 WEST NEW YORK AVENUE
EXTERIOR DOORS
ROLL -UP
CAROLINA CARPORTS, INC.
FL16806.3-R4
11/11/20
N/A
155
133
30
Deta11C
DELAND, FLORIDA 32720
Steel Roll -Up Sheet Door -16' Wide
06/18/19
Certificate of Authorization No. 00005492
DETAILS
1C AND 1D 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
REVIEW ®®fl
A PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL
B COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION REOURIEMENTS
CODE COMPLIANCE
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
C E COUNTY
SUBSTITUTED PRODUCT.
ST o LV
GENERAL NOTES'
B®CC 20�'l - C�G7
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
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
2.. THESE STRUCTURES',AfAE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS
UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN
ACCORDANCE WITH THE REQUIREMENTS SECTION 1609 OF
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, .
)
THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS
A
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
ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING
APPLICATION OF ADDITIONAL LOADS.
CODE.
3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
```1lFtiRl1////
R H BEC
\ \���
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.
EECHTOL. ENGINEERING TE ING, INC.
%
ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 3/4" SELF DRILLING
605 WEST NEW YORK AVENU: °
E
DELAND, FLORIDA 32720
5. x SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.
_ 140.
Certillim" of 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
a LL1 _
WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.
. (V
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
Tfldf ,P.E.
Florida i°�•'°
AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS.
° F
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.
�// Ssi OBI PN'V\�\\\
.
///llllllll��
9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS.
FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 VAPOR RETARDER PER SECTION R318.1 OF THE FBC SIXTH EDITION (2017) -RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH
10 SLAEDIITION
AR®®RTS9
SL
(20117) BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESURE OF 2,000 PS FIS ASSUMED.
CAROLINA CARPORTS, INC.
11. 14 GA FRAMING: 2-1/2" x 2-1/2" TUBE STEEL (TS) WITH 2-1/4" 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 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
BECHTOL ENGINEERfNG
°�'"
Ikti
° 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'�"�
G20o0t
EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6.
boe�roi3r o�eru dwe�fA4 w�TE r Deam,a
ama"owrv�rm.�
-TB
SHEET 1 OF 6
BONY 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)
_- = 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 FLAME 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)
-- ENCLOSED LENGTH VARIES r
- .-
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
1
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
(As applicable) (As applicable)
(As applicable) (As applicable)
r' {I eg •� - --
EN LO ED NGTH 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 ���
8.�sQ
t
NOT TO SCALE NOT TO SCALE
J
?
<
"
BECHTOL ENGINEERiN ON 0 TESTING, G.
WEST
•:
6W NEW YORK AVENUE NO, 385
—
DELAND,FLORIDA 32720 —
_
Celtlfit�t®of A N �
� ,
ThwrtssP.E. �i�i�•FLOR\�P'
�\��
CAROLINA. CARPOktg9'I l\C.
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
01/20/20
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
BECHTOL ENGINEERING
AND TEIRMA 0
mkb
w"� `NTs
tb
m"� G20001
oo®aiio �mcay.at.om�exrn�.umw_ iemntEswa e�s3®m
TB
SHEET 2OF6
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
12
Q3
7FASTENED
-CHANNEL BRACE
TO RAFTER WITH
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
0
LENGTH VARIES DEPENDING ON
SEE
TABLE 1
SHEET
1 OF 6
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
2 12
4 �3
24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4' SDFs AT
= EACH END (4 PER BRACE)
W
J
"v 24 MAXIMUM RAFTER SPAN ON SINGLE RAFTER
>24 TO NY RAFTER SPAN REQUIRES A TRUSSED RAFTER
TYPICAL INTERIOR RAFTER/POST
FRAME SECTION - BOX EAVE - HORIZONTAL ROOF
NOT TO SCALE
LENGTH VARIES DEPENDING ON
,"FAGINU Ur
SEE II
TABLE 1
SHE
ET1 nr a ,
TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE
NOT TO SCALE NOT TO SCALE
i
SEE
SEE TABLET
TABLE 1 OPENING FOR SWINGING SHEET
SHEET DOOR WITH NON-STRUCTURAL T 1 OF 6
1 OF 6 HEADER
ref n I I
12' MAX. OPENING
FOR ROLL -UP DOOR
WITH STRUCTURAL
HEADER
10" (TYPICAL)
\/ \_X_/ OPENING FOR WINDOW WITH \
NON-STRUCTURAL HEADER
TYPICAL SIDE WALL OPENINGS FRAMING PLAN AND WINDOW RAIL
(Also applicable to End Wails)
NOT TO SCALE
LD
S
OPTIONAL 24'-9" TO 30' TRUSSED RAFTER - BOW
11 CpwruicR
S'AV GNG UOCR
12' MAX. OPENING FOR II I xrzx k'•+:
STRCTI'4P:
ROLL -UP DOOR WITH Ir=„+tea
NONSTRUCTURAL �\
HEADER
6' -i
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO PURLINS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
1-1/2" 18 GAUGE FURRING
CHANNEL (PURLIN)
1 `24' 16 GA U-CHANNEL BRACE
J FASTENED TO RAFTER WITH
(2) #12-14 x 3/4' SDFs AT
EACH END (4 PER BRACE)
24MAXIMUM RAFTER SPAN ON SINGLE RAFTER
124 TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
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.
3
4
SEE
TABLE 1
SHEET
1 OF 6
LENG VARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
r '-I
TYPICAL
POST/RAFTER FRAMING PLAN - VERTICAL ROOF
NOT TO SCALE
TYPICAL
END WALL OPENINGS POST/RAFTER FRAMING PLAN
NOT TO SCALE
I& ___\ r-6"
WELD ALL WEB
CONNECTIONS,
BOTH SIDES
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
EE
AXIMUM
TABLE SHEET I VERTICAL i
M
x
3
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 314" SELF -DRILLING
SCREWS AT EACH END
(4 PER BRACE)
ROOF EXTENSION OPTION MAIN STRUCTURE STANI
TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS S
24" 16 GA U-CHANNEL BRACE (5' To r POST) ECHTOL E NGINEERINra `
48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) B WEST NEW NGI AVENU�`
BRACE ANGLE SHALL BE MIN. 30° DELAND, FLORIDA 32720
TO MAX. 45° FROM HORIZONTAL carltifteta Of
FULL 6" WELD _
BOTH SIDES
OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOX EAVE
NOT TO SCALE
LEAN-TO OPTION
N ,I"IIIII//////
F\I E R)j3
tiT
i
ND' 3853E
y elf_
Lli O/U
•� STpiE
NOT TO SCALE
LEAN-TO FRAMING PLAN
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 / \ \ -..I �-2" MINIMUM
MINIMUM 2-1/2" EMBEDMENT
UU•• _ tl j l
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #5's CONTINUOUS
G_O!'CRRzIE,BAAER�IAIL ANCHORV' 5 <A
1 Not To Scale
DRILL 5/8" HOLE THROUGH THE Al-
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 6,
FOR REQUIRED ANCHOR)
CONTINUOUS 4'
CONCRETE PAVEMENT
EYE ANCHOR
�1 E � Not To Scale CONCRETE BASE RAIL ANCHORAGE
%
�/ (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 BASEANINDOW RAIL OR
NON-STRUCTURAL HEADER
1(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 2" WASHERS
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 TS CONTINUOUS
WALL POST ALONG END WALL SECTIONS THROUGH -BOLT BASE RAIL
F- MIN. 6" TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
MINIMUM 2-1/2" EMBEDMENT
MINIMUM 4'
CONTINUOUS 4" CONCRETE PAVEMENT
, CONCRETE BASE RAIL ANCHORAGE
1 Q B % Not To Scale (OPTIONAL - OPEN CARPORTS ONLY)
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\ 3/16"
RAFTER
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 1-112" x 2" 16 GA CLIP
ANGLE SECURE TO
POST AND BASE RAIL
WITH (4) #12-14 x 3/4" SDF's,
4 (2) ON TOP, (2) ON SIDE
CONTINUOUS BASE RAIL
END POST/BASE RAIL CONN.
� Not To Scale
EYEANCHOR
5/8" ROD 48" LONG I ,
WITH 6" HELIX
OR
518" ROD 60" LONG (SEE GROUND ANCHOR
WITH 7" HELIX, SCHEDULE, SHEET 1 OF 6
AS APPLICABLE — FOR APPLICABILITY)
�C BASE RAIL DEEP ANCHORAGE
Not To Scale
NO SCREWS
REQUIRED
IN BOW BEND
BOW RAFTER
r�
DRILL 5/8' HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2' DIAMETER
THROUGH -BOLT
TOP OF ASPHALTPAVEMENT
OR STABLE GROUND SURFACE
2" WASHERS
TS CONTINUOUS
BASE RAIL
EYE ANCHOR U (SEE GROUND ANCHOR
518, ROD 30' LONG SCHEDULE, SHEET 1 OF 6
WITH DBL 4" HELIX FOR APPLICABILITY)
a
BASE RAIL ANCHORAGE
1 V 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 \ 3/16"
BASE RAIL /
6"
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
BOW RAFTER/POST DETAIL
Not To Scale
TS POST
16 GA ANGLE CLIP
'O POST AND TOP OF
:)R BOTTOM OF WINDOW
WITH (4) #12-14 x 314" SDF's
OR BOTTOM, (2) ON SIDE
NON-STRUCTURAL HEADER
TS WINDOW RAIL OR GIRT
FOR VERTICAL SIDING OPTION
NON-STRUCTURAL HEADER, WINDOW
6 . 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' SDFs
TS RAFTER POST
TS CONTINUOUS BASE RAIL
POST/BASE RAIL CONN. DETAIL
� Nol To Scale
H. BFc
BECHTOL ENIGNOWNG3,66 TESTIN16, j .
605 WEST NEW iIQRKANEWLIE
DEMD, FLORIDA�32n0 m No. 3B538
CeNcato of Autlrofizatlon lip.54 _
d 76
Thanes Beelttol P.Ei ° ° STATE OF
Florida Lkense No. T ° ft Q R10 • '
/S/ONAI- \\.�•
II
�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 POSTIRAFTER CONNECTION
WITH (4) #12-14 x 3/4' SDF's,
n (2) ON POST, (2) ON RAFTER
END POST/RAFTER CONN. DETAIL
r 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
TS RAFTER POST
a
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
TS GABLE RAIL
t
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
1 I H 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
DBL. HD
-S 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" St
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 3/4" SDFs,
(2) ON TOP, (2) ON BOTTOM
�6" LONG TS NIPPLE
SECURE RAFTER AND POST TS GABLE RAIL
TO NIPPLE WITH (4) #12-14 x 314"
SELF -DRILLING FASTENERS
TS RAFTER POST
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
r 1 Not To Scale
b
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�EO
1�I(ALTER TR VERTICAL ROOF PANE[
\FTER POST
NG TS NIPPLE
IRE WITH (4) #12-14 x 3/4"
DRILLING FASTENERS
DOUBLE TS HEADER
NIPPLE TO
DBL. HDR.
9 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" SOFs,
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. 4'5"
TO MAX. 60' FROM HORIZONTAL
TS LEG POST
TS RAILS
W9-L•N141:701
—6" LONG TS NIPPLE
WSECURE WITH (4) #12-14 x 3/4' SDF's
�--TS RAFTER POST
SIDE EXTENSION
RAFTER/POST DETAIL
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
c� o'
3116" NIPPLE TO
BASE RAIL
RAFTER POST/BASTE
0,0 BASE RAIL CONNECTION DETAIL
r Not To Scale
RAFTER POST
2"x4" 16 GA PLATE (ONE REQUIRED)
SECURE TO EITHER SIDE OF
POST/RAFTER CONNECTION
WITH (4) #12-14 x 3/4" SDFs,
(2) ON POST, (2) ON RAFTER
_-TS LEAN-TO RAFTER
2"x7x2" 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
r o Not To Scale
BECHTOt �NEERING AND TE ,1wC.
uF�
Do ORlDn-um AVENUE. 38538
Ceruftats of No. _
Trwmes BeusfA6 TE
Florida Uce �• • F(ORID P �,���
////VVV/_11,S77�; 0NAL,����`�
■6
VERTICAL SIDE OP
TION
SEE
TABLE 1 OPENING FOR SWINGING DOOR
SHEET `WITH NONSTRUCTURAL HEADER
GIRTS 0
(Typical) q a 6 o f
4
'm
12' MAX. OPENING FOR
ROLL -UP DOOR WITH
4 q. ON -STRUCTURAL HEADER 4 4 4
A A'
TYPICAL END
WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN
NOT TO SCALE
BOX SAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES
TYPICAL SIDE ELEVATION
NOT TO SCALE
ROLL -UP DOOR SWINGING DOOR
TYPICAL END ELEVATION
NOT TO SCALE
0
{
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
FASTENER SPACED NOT MORE THAN 48' O.C.
GIRTS
(Typical)
6
q
SEE
TABLE 1
SHEET
1 OF 6
8
6
6
3
JOE
e
5
12' MAX. OPENING FOR
ROLL -UP DOOR WITH
STRUCTURALHEADER
4
4
a
5
10
q
3
3
4
q
q.
g
q
5
OPENING FOR WINCOW WRH
NONSTRUCTURALHEA�ER
LENGTH VARIES DEPENDING ON NUMBER (Also applicable tAND o EW RAIL
AND SPACING OF RAFTERS nd Walls)
TYPICAL POST/RAFTER/GIRT FRAMING PLAN
NOT TO SCALE
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES
ROLL -UP DOOR SWINGING DOOR
6•
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
BECHTOL EN G NG DTES Nli U .
605 WEST NEW YORR�E
DELAND, FLORiD38538
Cerowte of No. —
Bwh�P.E`i ATE OF
Florida Lisa •.
F P \
SS1OW-\\
Il11111\