HomeMy WebLinkAboutCARPORT PLANSBC APPROVED PRODUCTS LIS' M LE TABLE r
AXIMUM ALLOWABLE RAFTERY.. . JE, END POST, GROUND ANCHOR AND PANEIL STENER SPACING SPECIFICATIONS
WIND SPEED
-AVERAGE FASTENER SPACING
OA ON -CENTERS ALONG RAFTERS OR
APPROVAL EXPIRATION PARTIALLY MAXIMUM PURLINS, AND POSTS OR GIRTS
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. A DATE DATE, OPEN ENCLOSED ENCLOSED WIND ULTIMATE NOMINAL POST I RAFTER (INCHES)
STRUCTURAL COMPONENTS ROOF DECK- CAROLINA CARPORTS, INC. FL6596.1-R5 04I05/27 180 . 1t30 180 RISK EXPOSURE. WIND SPEED WIND SPEED SPACING INTERIOR END
CATEGORY (MPH) '(MPH) (FEET) - POSTS/RAFTERS POSTS/RAFTER:
CAROLINA
uge AG Panel 10N OM 7 .. ,
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC: FL6702.1-R5 03/14/27 180 180 180 ) C 110�T0:.150Y, 89,TOy11� _@,Q 6_--.-
-"`-`g
26'Gauge AG Panel 10/10117 -. -'-�-
.. 151 TO 180 117 TO 139 .4.0 6 6
STRUCTURAL COMPONENTS FLOOD VENT BAB Flood
od Flap LLC FL'17381.1-R2 09/27/19 N/A WA WA NOTES: 1. Specifications applicable to'26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 16
8x16 Flood Flap 10I03/17 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 Series DOOR AND METAL COMPANY. FL29/183-R1 09/14/20 N/A 156 138 requirements for other roof heights and/or slopesma
Series 402-14 Ot/29/18 g, Y vary. _
DULE
EXTERIOR DOORS SWINGING, ELIXIR. DOOR AND METAL COMPANY :.y FL17996.5-R7 09/14/20 N/A 165 147 'ULTIMATE
SPEED
- -
Series 407 01/2911e " 'ULTIMATEWIND SPEED (mph) METAL CARPORT INSTALLATION PLANS
EXTERIOR DOORS ROLL=UP ASTA INDUSTRIES INC. FL8888.1-R5 12/31/19 N/A 180 174 - 110 ;120 •130 140- 150 160 170 1,80. AND DETAILS AND FRAMING AND
Model 203 (12' Max. Width) 10/06/17 12
FASTENER SPECIFICATIONS
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-R2 11/11/20 N/A 158 138 14 3D'AOchor' -
( ) -^ 16 Betas 1D FOR CONSTRUCTION IN THE STATE OF FLORIDA
Steel Roll Up Sheet Door 12' Max. Width 01/10/18
WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R4 10/17/23 N/A 175 157 2 18 PREPARED FOR:
Model 185 SH. 12/29/17 0 20, CAROLINA CARPORTS, INC.
_ 46' Anchor P.O. BOX 1269
Detail 1 C
CD 22 DOBON NORTH
NOTES: S H CAROLINA 27017
-
1. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS, PROVIDED THE'_ FOLLOWING CONDITIONS ARE MET: p 24
A. PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL.. - -
B: COMPONENTS ARE INSTALLED ACCORDINGTO MANUFACTURER'S INSTALLATION REQURIEMENTS. j 26 PREPAREDBY.-
2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS MAYBE RAISED,OR LOWERED AS IiECESSARY TO ACCOMODATE m 28 BECHTOLOS WEST NEW ORK AVENUEG,INC.
SUBSTITUTED PRODUCT. " "
..FLORIDA 32720
fAuthorization e o o. 00005492
60' Anchor
30. DetaillC DELAND,F
Certificate N
DETAILS 1 C AND 1 D SHOWN ON $HEFT 4 OF 6
GENERAL MOTES: c��iRS
1, THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCERESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAILANCHORAGE:. OTHER DESIGN c
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. THESE STRUCTURES:ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS. (RISK CATEGORY!) CAPABLE OF SUPPORTING DEAD LOAD OFTHE STRUCTURE AND APPLICABLE Fi r G"OM V
LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLYADDRESSED HEREIN. -INCLUDING DOORS,WINDOWS;OROTHERCOMPONENTS NOTLISTED IN THE FBCAPPROVED OOV `C G AY
PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED -AND INSTALLED BY CAROLINA CARPORTS, INC., WHICH EXERTADDITIONAL LOADS ON THESTRUC TORE SHALL BE ATTHE OWNER'S O
RISK. BECHTOL ENGINEERING AND TESTING; INC., SHAR ALL NOT BEESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION'OFADDITIONAL-LOADS,' G , r�O
Oar`_Cj `
3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. S THISVIS TO CE TAT`TH{E'CALCULATIONS AND
SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE
4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES.REQUIRED BYTHE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN
FLORIDA BUILDING CODE (FBC) AT THE. LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA. '• ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF
THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). TpHE PLANS
5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3W SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. CODE.
EVkID UNTIL THE NEXT REVISION OFTHE FLOPoq l WILDING
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 �Y��\ 1 R H e /7////
BE REINFORCED WITH 6X6-Wt AXW1 A WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. •.,
•'�pENSF- - J'
• 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 AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. �� DE]AND. FLORIDA 92720 BECHTOL ENGINEERIN(?'AfI f QTESTING INC
(w� 60SWESTNEWYORKAVENUC p)p-�8538
_ SC•'� •: •k_
8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 1%2' x5' OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. Cwtlprafe oT -,� �.
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 R318.1 OF THE FBC SIXTH EDITION 2017) -RESIDENTIAL,
AND SECTION 1816.1 OF THE FBC SIXTH EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000PSF IS ASSUMED.F ���� '•.,FCOR10,. •�`Ui\`�
11. 14 GA FRAMING: 2-1/2' x 2-1/2" TUBE STEEL ITS) WITH 2-1/4' x 2-1/4" TS NIPPLES.
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 MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS. SHOULD BE INSTALLED ON AT LEAST I WO (2)SIDES OF CAROLINA CARPORTS, INC.
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 220 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 of 6. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
[�IERR
°O° 2/12A9
BECHTOL ENGNEER/NGR NTS
BECHO �`n G19001
11P°'TB SHEET10F6
BOW FRAME RAFTER 01=
r CARPORT -HORIZONTAL ROOF - -'
BOW FRAME RAFTER ENCLOSED BUILDING -HORIZONTAL ROOF
BOW FRAME RAFTER UTILITY H
_DING -HORIZONTAL ROOF
FLOOD VENT (As applicable) ROLL-UPDOOR SWINGINGDOOR
ROLL-UPDOOR SWINGINGDOOR -
(As applicable) (As aPacaEle)
-
' ' (As ePPlicada) . . (AS applicable)
-
ENCLOSEDl G9 VAlus
TYPICAL SIDE ELEVATION '
-
TYPICAL END ELEVATION
-
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION
TYPICAL END ELEVATION
NOT TOSCALE
NOT TO SCALE
NOT TO SCALE. NOT TO SCALE-' - - -
NOT TO SCALE
NOTTO 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 appficabla) ROLL -UP DOOR SWINGING DOOR
ROLL -UP DOOR SWINGING DOOR
(As applicable) (As applicable)
-
(Asapplicable) (As applicable)
Iloilo [W-,- I V ;m ==m
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
TYPICAL SIDE ELEVATION.
NOT TO SCALE -
TYPICAL END ELEVATION
NOT TO SCALE -
TYPICAL SIDE ELEVATION TYPICAL END ELEVATIONS
NOT TO SCALE - NOTTO-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-UPDOOR- SWINGING DOOR
''(As
-
ROLL -UP DOOR SWINGING DOOR
'(As aDPTicahle); applicable)'
� � (As applicable) : (Asa liable
TYPICAL, SIDE ELEVATION TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION
TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION Y
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
NOT TO SCALE -
NOT TO SCALE NOT TO SCALE -
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CAROLINA CARP60 *1�`��`\
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 -
NOT TOSCALE NOT TO SCALE
NOTTOSCALE
miff BECHTOL ENGINEERING RR - -Je NTS
meavioom®rxu xi+art¢mwreweTg9m m - --
26 GA GALVANIZED A ,ROOF PANELS XF
GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S NED TO RAFTERS PER MANUFACTURERS
INSTALLATION INSTRUCTIONS' LLATION INSTRUCTIONS
12. 12 Q3
1.
>24-TO
28 GA GALVANIZED METAL ROO1S
FASTENED TO PURLINS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
7-1-1/2' 18 GAUGE FURRING
241 16 GA U-CHANNEL BRACE -24' 16 GA U-CHANNEL BRACE J
FASTENED TO RAFTER WITH FASTENED TO RAFTER WITH �
(2) #12-14 x 3I4' SDPs AT (2) #12.14 x 3/4' SDPs AT 7 �?
EACH END (4 PER BRACE) Fj EACH END (4 PER BRACE) 2L 18
FASTS
TYPICAL
INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME
NOT TO SCALE
SEE
TABLE 1
SHEET
12'M OPENWG
FOR ROLL -UP DOOR
(TYPICAL)
TYPICAL SIDE- WALL OPENINGS
NOT TO SCALE
24'-1"TO 30' TRUSSED RAFTER -
TYPICAL INTERIOR RAFTERIPOST
FRAME SECTION - BOX EAVE- HORIZONTAL ROOF
NOT TO SCALE
DEPENDING ON
.SEE
TABLE 1
SHEET
TYPICAL RAFTERIPOST FRAMING PLAN - BOX EAVE
IR SWINGING
NONSTRUCTURAL
NONSTRUCTURALHEADER
AND WINDOW RAIL
�D
SEE
TABLE 1
SHEET
1T MAX OPENWG FOR
ROLL41P DOOR WITH
NONSTRUCTURAL
6'=
SDFS AT
R BRACE)
TYPICAL INTERIOR
RAFTERIPOST"FRAME SECTION - VERTICAL ROOF
NOT TO SCALE -
1-llr 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) 012714 x 3W SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48' O.C.
11
3,
4
SEE
TABLE 1
SHEET
1OF6
I
I FNGldVARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
TYPICAL
POST/RAFTER FRAMING PLAN -VERTICAL ROOF
NOT TO SCALE
TYPICAL
END WALL OPENINGS POST/RAFTERFRAMING PLAN
NOT TO SCALE
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE
ROOF EXTENSION OPTION
CAL LEAN-TO OF
24- 16 GA U-CHANNEL BRACE (IT TO T POST)
48- 16 GA U-CHANNEL BRACE (8' TO 14' POST)
BRACE ANGLE SHALL BE MIN. 30'
TO MAX. 45' FROM HORIZONTAL
LID
3
lue
_M
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOT TO SCALE - -
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 3/4- SELF -DRILLING
SCREWS AT EACH END
(4 PER BRACE)
MAIN STRUCTURE STANDARD LT(O
S FRAMING PLAN BOTH OPTIONS S Q1i� W �pR� H�i
TER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO�RaP'uai
� K•tTVS 17
o " BECHTOL EWbINEERING (WD T %ggdd C. 0t'
Gtt��FEWYORKA
FLORIDAFszrm- u
V M
�VGcc Tlh`� V F P.E. " ��FS•.•R�O..... .• ���:
V V �
TO
MINIMUM
INST/i`' '"x MINIMUM S'TAPCON REDHEAD LOT
ANCH ;I 12'x MINIMUM 6-12' EXPANSION ANCHOR
THRC_. ..".'.ASE RAIL WITHIN 6' OF EACH
RAFTER POSTS ALONG SIDES AND EVERY END
WALL POST ALONG END WALL SECTIONS
I I . K Z.MINIMUM 2-12• EMBEDMENT
MIN.)
CONCRETE BASE RAIL ANCHORAGE
�� Not Td Seale -
INSTALL �12'ti MINIMUM 6' TAPCON REDHEAD LOT
- " ANCHOR OR 10 x MINIMUM 5-112' EXPANSION ANCHOR DRILL 5/8' HOLE THROUGH THE 2-1 ?RS
THROUGH BASE RAIL WITHIN 6' OF EACH BASE RAIL AND SECURE TO
RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH 12' DIAMETER TS CONTO
WALL POST ALONG END WALL SECTIONS THIRD UGHSOLT� BASE RAIL
1 ' 1 MIN.6' TOP OF ASPHALT PAVEMENT
MINIMUM 2-1/2'EMBEDMENT
MINIMUM 4'
CONTINUOUS 4' CONCRETE PAVEMENT
CONCRETE BASE RAILANCHORAGE
�� NoI TO Scale '(OPDONAL- OPEN CARPORTS ONLY)
EYEANCHOR
6/8' R0648' LONG
WITH 6' HELIX
OR
5/8' ROD 60' LONG (SEE GROUND ANCHOR
WITH T HELIX, SCHEDULE,.SHEET I OF 6,
AS APPLICABLE.- FOR APPLICABILITY)
BASE RAIL DEEP ANCHORAGE
Not To Scale -
DRILL 51W HOLE', _ `UGH THE
BASE RAIL AND SECURE TO.
WASHERS
EYE ANCHOR u (SEE.GROUND ANCHOR
5/8' ROD 30' LONG SCHEDULE, SHEET 1 OF 6.
WITH DBL 4' HELIX FOR APPLICABILITY)
BASE RAIL ANCHORAGE
I✓ NoI TO Scale
DRILL 518' HOLE THROUGH THE
2' WASHERS
24' 16 GA U-CHANNEL BRACE IS TO T POST)
BASE RAIL AND SECURE TO
ANCHOR EYE WffH 12'DIAMETER
- THROUGH -BOLT
TS CONTINUOUS
BASE RAIL
48' 16 GA U-CHANNEL BRACE (8' TO 14' POST)
BRACE ANGLE SHALL BEMIN. 46°
TO MAX. 60'PROM HORIZONTAL t
TS BOW RAFTER
r -
NO SCREWS / ^�
REQUIRED J�l�
6' LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3/4'SDFs
(SEE GROUND ANCHOR
MINIMUM 4' SCHEDULE.SHEET'1 OF 6,
FOR REQUIREO AFICHOR)
L CONTINUOUS 4'
CONCRETE PAVEMENT -
EYE
CONCRETE BASE RAIL ANCHORAGE
1E N0t To Seale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B)
TS TRUSSED RAFTER CHORD,
OR NONSTRUCTURAL HEADER
TS END POST OR DODW
WINDOW FRAME POST 2'x2'x2' 16 GA ANGLE CLIP
SECURE TO POST (EACH SIDE)
AND RAFTER CHORD/RAIL WITH
(4) #12-14 x 3T4' SOPS, (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.
TS BASEAWINDOW
NONSTRUCTURALI
GA IF ROLL -UP DOOR
POST TO RAIL, TRUSS CHORD, OR
NON:STRUCTURAL HEADER CONN.
Not To Seale
6' LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4) #12-14 x 3W SDPs
POST
SBOX SAVE RAFTEWPOST DETAIL
Not TO Scale
TS RAFTER
9d2' x 1-12' x 2' 16 GA CLIP
ANGLE SECURE TO
POST AND BASE RAIL
WITH (4) 912.14x 3/4' SDF's,
(2) ON TOP, (2) ON SIDE
CONTINUOUS BASE RAIL
END POST/BASE RAIL CONN.
Not TO Scale
24'. 16 GA U-CHANNEL BRACE (5`TO T POST)
14W 16 GA U-CHANNEL BRACE (8' TO 14' POST)
BRACE ANGLE SHALLBE MIN. 46'
TO MAX. B0° FROM HORIZONTAL NIPPLE TO
BASE RAIL
3'
3• 6' LONG TS NIPPLE
SECURE RAFTER AND POST TO
TS RAFTER POST NIPPLE WITH (4) #12-14x 3/4'
SELF -DRILLING FASTENERS
�W RAFTER/POST DETAIL
CONTINUOUS BASE RAIL
�1 POST/BASE RAIL CONN. DETAIL
Not To Scale -
IT
2'-x.2'x 2' 16 GA ANGLE CLIP
SECURE TO POST OM F P OF
WIND �`Gv���
HEADER, OR BOTTOM OF WINDOW v
RAIL/GIRT WITH (4) #12-14 x 314'
(2) ON TOP OR BOTTOM, (2) ON S9
__�—TS NONSTRUCTURAL HThou
FIdi
TS WINDOW RAIL OR GIRT
FOR VERTICAL SIDING OPTION
NON-STRUCTURAL HEADER, WINDOW
RAIL, OR GIRT TO POST CONN. DETAIL
Not To Scale
STATE OF
FCy,,'
2'x2'x2' 16 GAANGLE CUP.
SECURE TO POST AND
. RAFTER WITH (4) #1244 x 314'
SOPS, (2) ON BOTTOM,
(2) ON SIDE
OR
25t4' 16 GA PLATE
SECURE TO EACH SIDE OF
TS END POST—. -POST/RAFTER CONNECTION
WITH (4) #12-14 x 3/4' SDFs,
s (2) ON POST, (2) ON RAFTER
� END POST/RAFTER CONN. DETAIL
Not TO Scale
1.1I2' x 1-1/T x T 16 GA
CLIP ANGLE SECURE TO
RAFTER POST AND GABLE
RAIL WITH (4) #12-14 x 314' SOPS
(2) ON TOP, (2) ON SIDE
RAFTER POST
-I.11T x 1-1/2' x 2' 16 GA CLIP
ANGLE SECURE TO RAFTER,
AND GABLE RAIL WITH (4)
412-14 x 3/4' SDFs, (2)ON TOP,
(2) ON BOTTOM
GABLE RAIL TO RAFTER POST
�1 CONNECTION DETAIL
l InNMTO Seale
2-1W FOR
12 GA FRAMING
2-1/2' FOR
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 Seale
NIPPLETC
DBL. HDR.
6- LONG TS NIPPLE
SECURE EACH WITH
(4) 012-14 x 34'
SELF -DRILLING FASTENERS
TS POST
RAFTER POST/DBL. HEADER DETAIL
No1 TO Sale
4-1/L' x1-1/T x 2' 16 GA CUP ANGLE
'SECURE TO RAFTER POSTAND
'GABLE RAIL WITH (4) #12-14 x 3/4- SI
TOP AND BOTTOM
1.1/2' x 1-1/2' x T 16 GA CUP ANGLE
SECURE TO RAFTER AND GABLE
RAIL WITH (4) #12.14 x 3/4' SDPS,
(2) ON TOP, (2) ON BOTTOM
6' LONG TS NIPPLE
SECURE RAFTER AND POST
TO NIPPLE WITH (4) #12-14x 3/4-
SELF-DRILLING FASTENERS
i RAFTER POST
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
l to 'NoITOSoale-
1-1/2' 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12-14 x 3T4' SDF
SPACED NOT MORE THAN 48' O.C.
26 GA. METAL ROOF
PANEL
TS RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
RAFTER POST
NIPPLE
NIPPLE TO
DBL. HDR
DRAFTER POST/HEADER DETAIL
No1To Scale
NIPPLE'
RAFTER
12' LONG TS NIP.PLE
SECURE POST TO NIPPLE
WITH (4) #12.14 x TV SOPS,
B• LONG TS NIPPLE
SECURE WITH (4) 412-14 x 314- SDFs
6' LONG TS NIPPLE
SECURE EACH WITH (4) #12-14 x 3'4-
T�.TSBASERAJL
LING FASTENERS
12 GA TS POST
RAFTER POST/BASE
BASE RAIL CONNECTION DETAIL
Nat To Scala
POST
WITH (4) 012-14 x 3/4' SDFs,
(2) ON POST, (2) ON RAFTER
24' 16 GA U.-CHANNEL BRACE (STOT POST) `2'x2-x2- 16 GA ANGLE CLIP
48' 16 GA U-CHANREL BRACE IS TO 14 POST) SECURE TO POST AND
BRACE ANGLE SHALL BE MIN. 45— RAFTER WITH (4) #12-14 x 34-
TO MAX. 60.• FROM. HORIZONTAL SOPS. (2) ON RAFTER,
TS RAFTER POST (2) ON POST
TS LEG
TS
TS SAS
SIDE EXTENSION �� POST/ LEAN-TO RAFTER CONN. DETAIL
%1 RAFTER/POST DETAIL "' NelToseale
Not To Seale
®�� NG�
®0 EL
M
M �� G�
51 a lei
DE7/\n
TYPICAL FLOOD
VENT FRAMING PLAN
NOT TO SCALE
SEE GENERAL NOTE No. 12, SHEET 1 OF. 6.
`\�\\\IIII1.1//////
i
y NO.38538
�.n'•.. STATE OF ((�:
' �OA/AL ENS;•``•
,///111111110
VERTICAL SIDE OPTION
GIRI
(Typcce
BOX EAVE
SFF
DOOR
HEADER
RAFTER ENCLOSED BLDG - VERTICAL SIDES
ROLL -UP DOOR SWINGING fIOOR
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE
1-1fY 18 GAUGE FURRING CHANNEL FASTENED TO
EACH RAFTER WITH (2) #12-14 x WO SELF-DRI WNG
6
i11— FASTENERSPACED NOT MORE THAN 48'O-C.
GIRTS
(Typical) 1
rWOPENING FOR SWINGING DOOR
ITH NONSTRUCTURAL HEADER
li—I®ICI®I®I�
IS�I®I®I
lo—I®I—ICI®I®I�f�le
I ®I®
��
■'I
v
v
'
����♦v
:I:
TYPICAL POST/RAFfER/GIRT FRAMING PLAN -
'NOTTOSCALE - - -
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE '-
�� GO OV
GO®�vG GG
51. la
Iflll lT//�,
No. 385
STATE of
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