HomeMy WebLinkAboutApproved Products List= REV1tWCv rvl.
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CODE COMPLIANCE
SEP � 4 2021
STe LUCIE COUNTY 2 tctq- > s6.z�
St. Lucie County
errnitting —
MAXIMUM
ALLOWABLE
TABLE 1
FBC APPROVED
PRODUCTS LIST
WIND SPEED
RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
SF NUR
PRODUCT CATEGORY SUBCATEGORY
APPROVAL
MANUFACTURER
EXPIRATION
PARTIALLY
ENCLOSED
AVERAGEENERSLONGFASTENER
RAFCINTERS
ON•CENTERSALONGIULFTERS TS
PURLING, AND OR GAR'
No. & DATE
OPEN
ENCLOSED
MAXIMUM (INCHES)
(INCHES)
WIND ULTIMATE NOMINAL POSPACINGER
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL6598.1•RB
014105/27
180
ISO
180
20 GaFge AG Panel
1211S20
RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END fERS
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS. INC.
FL6702.1-R6
03114/27
190
ISO
180
CATEGORY CATEGORY .(MPH) (MPH) (FEET) POSTSIRAFTERS POSTSIRAFI_
20 Gouge AG Panel
12/16120
11
.,,,.,I.,o,;,a.,,
•10�0:1 v,
-
S9T0118
5.0
0
B
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS; INC.
FL6702.3•R8
"
OW14127
NfA
164
143
1
,d,
6
4.0
6
26 Gauge Dutch lap Wall Panel
1�
- ^ :
161 TO 180
117 TO 139
NOTES: I. SpuelOse epplkabfe to 26Soup metal root and well panels fastened directly to 12 or 14 Soup steel tube framing, orlB
STRUCTURAL COMPONENTS
FLOODVENT
CRAWL SPACE DOOR SYSTEMS, INC.
FL29022A
6913022
NIA
NIA
WA
'
16xS Flood Vent
06116110
gauge hat ehsnnel roof From, achg
2. SpeelOeeUons epp0eable only for mean roof height of 20 Feel or less; end roof slopes of 7' to 27' (1.5:12 to 6:12 pitch). Sit
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17988.3-R1
00H420
NIA
166
138
requlremenls for other mofhelghls andlwalopesmay vary.
GROUND ANCHOR SCHEDULE
$cited 402-14
02104118
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL1799S.&R1
09/14120
NIA
166
147
ULTIMATE WIND SPEED (Mph) METAL CARPORT INSTALLATION PLANS
Series 407
02/04/18
110 120 130 140 150 160 170 1B0 AND DETAILS AND FRAMING AND
EXTERIOR DOORS
ROLL -UP
ASTATNOUSTRIESINC.
FL8B08,1-R6
12rJ1/21
NIA
180
174
12 'fig +; FASTENER SPECIFICATIONS
Model 203(IT Max. Width)
1029120'
14 Choi --
EXTERIOR DOORS
ROLL -UP
CAROLINA CARPORTS, INC.
FL161201•RS
O410529
.NIA
.168
138
30'McMr i' FOR CONSTRUCTION IN THE STATE OF FLORIDA
x 16 Dealt 10
%
Steel Roll Up Sheet Door(17 Max. Wldlh)
1211820
sue-- -rb _ —
PREPARED FOR:
E%TERIOR.DOORS
ROLL -UP
CAROLIDIA CARPORTS, INC.
FL16808.2-R5
, 04105127
NIA
1B0
180
� 18 CAROLINA CARPORTS, INC.
20
Steel Roll -Up Sheet Door • (8' Max.*,a)
12/16120
48'/uxha P.O. BOX 1263
22 Delay 1C DOBSON, NORTH CAROLINA 27017
EXTERIOR DOORS
ROLL -UP
CAROLINA CARPORTS, INC.
FC16B06.3R6
1?IT=
04f0527
NIA
155
133
_ ,.' _ -
Z
24
SteelRoll•UpSheet Door - (IV Max. Width)
p _ PREPARED BY:
FL1680S.4•R5
D4105QT
NIA
ISO
172
5 26 BECHTOL ENGINEERING AND TESTING, INC.
no
EXTERIOR DOORS
ROLL -UP
CAROLINA CARPORTS, INC.
Steel RoiWp Sheet Door-(10'Mdx.VAd1h)
12/18f20
—
- 605 WEST NEW YORK AVENUE
28' i 167 M
I
_ _ _ _ 20
—�elaDEUWD,FLORIDA
WINDOWS
SINGLE HUNG
MI WINDOWS AND DOORS
FL17489.1•R8
10117/23
'WA
176
167
30 o. 00
CertiSwLe of AulhodlaUon No. 00005492
Model 186SH
1127128
DETAILS IC AND ID SHOWN ON SHEET 4 OF 6
NOTES:
I. DOORS AND WINDOWS SHOWN I -LAY BE SUBSTITUTED FOR DIFFERENT
PRODUC1 I IIIES ANOXIA LIDDELS, PROYIDEO 111E FDLLGYAIp COx01110H6
MELIET:
'i'ENOWO
APPROVAL.
A PRCNUCi BHALI NAVEA VAl1D FDC PRODUCTAI
O CO!.ITRINLI415AAE INSTALLED ncon01N6'10 LIANUPAOIURERS
INSTALLATION REOURIELIEIRS.
•• AxILIULIPOSI
,
SPACING FOR DUTCH
TAP 1949
7FFWAIIIG CONNECTIONS FOR DOOR Ago VANDOW FRALIES REMAIN
THE SALIE FOR SUDSTTTUIED PnODUCTS HEADERS AIID N'INVOW RARS
MAY BE RAISED Oil LOWERED AS
NECESSMYTO ACCOLIODAIE
GENERAL NOTES:
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 LIMITEDTO
TIIISISTOCERTIFY.THAT7HECPLCUIM[Otl$AIID
1•
PLUMBING. ELECTRICAL. INGRESSIEGRESS• PROPERTY SET-BACHS; FINISH FLOOR ELEVATION AND SLOPE. OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
SP.ECIFICATIVISHiS iEN HAVE SEEN PREPARED BY THE
DESIGN AS NON -HABITABLE UT IL BUILDINGS (RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF, 711E STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS
2• THESE STRUCTURES ARE D
' 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,
DUE
UNDERSIGNED PROFESSIONAL ENGINEER AND ARE IN
ACCORDANCE WRH THE REOOIREMPNTSOF.SEC10116090E
THE FLORIDABUfL01HGCODE. SEVENTH EOMON(2020).
INC., WHICH EXERT ADDITIONAL LOADSON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. BECIITOL ENGINEERING AND TESTING, INC; SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OMFAILURE TO THE
APPLICATION OF ADDITIONAL LOADS.
3, ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED $TEEN:. ALL FASTENERS SHALL BE GALVANIZED 00TAINLESS STEEL.
-
4, COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION INSTRUCTIONS. ANT? SHAIA MEET THE DESIGN PRESSURES REQUIRED BY IT IE FLORIDA BUILDING CODE (FHC)AT TINE
NI BFCyT r!!
,ALL
LUCA710N OF 1 HE BUILDING WITHIN THE STATE OF FLORIDA.
\V�
HSE !
5, ALL FIELD FRAMING CONNECTIONS SHALL BE 912.14'x 314'SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASIIER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.
BECHTOL EN ER�F1(; AND STING, ANC;.
•.�(-
0, CONCRETE SHAH HAVE AMINIMUM COMPRESSIVE STRENGTH OF2800 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM 40, CONCRETE SLAB FDIINOATIONS SHALLBEREINFORCEO WITHOXO•W1 AXW1.4
8a6WEST NENWopggxA E.,3gy3
oE1TN0,FlD�edLf10 0•,or
WELDEDWIREFABRICCOMPLYINGWRHASTMA185,ORWITHSYNTHETICFIBERREINFORCEMENTCOMPLYINGWITHASTMC7116.
W
`'
7, BASE RAIL GROUND ANCHOR REQUIREMENTS:, ONE WITHIN WOFEVERY POST LOCATION, ANDBOTH SIDES OFOPENINGS WHERE BASE FAIL ISABSENT. GROUNDANCHORSARENOT REQUIRED FOR CONCRETE FOOTING
��6. W-
ANDIORCONCRETESLAB CONSTRUCTION. SEEGROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUNDANCHORREQUIREMENTS.
B, CONCRETE SHALL BE TA REDHEAD.LDT'12'x WOR EQUIVALENT OR WEJ•IT ANKR•TITE MODEL AT1252,OR SLEEVE ANCHOR MODEL NSA 1260. OR EQUIVALENT.
RaUP lke4le 3® '•.• FLOILL�4
9. POSTIRAFTERBRACINM BRACECNEVERYPOSTfRAFTERCONNECTION;EXCEPTFORENDWALLS.
!fir%y`SSIONA'�\���
10. SLABYOUNDATION SUBGRACE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 0 mIL VAPOR RETARDER PER SECTION R318.1.OF THE FED SEVENTH EDITION (2020) - RESIDENTIAL. AND SECTION IWO..1CFTHE FBC
CAROLINA CARPORTS, INC.
SEVENTH EDITION(2020' )-BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,090 PSF IS ASSUMED.
GENERIC PLANS FOR USE IN THE STATE OF FLORDA
11. 14GAFRAMING: .2.1/x2,11tTUBE STEEL(7S)WITH 2.1f4'x2-1/4'TSNIPPLES.
12 GA FRAMING:' 2-1/4• x 2.114-TS WITH 2' x 2' TS NIPPLES.
OIN52e1
12. ENCLOSED AREAS REQUIRING FLOOD. OPENINGS MUST HAVE A MINIMUM OF TWO OPEMNGS ON EXTERIOR WALLS. OPENINGSSHOULDBEI INSTALLED ONAT LEAST1W0(2)SIOES OF ENCLOSED AREA WITH BASE
OF -THE HIGHER OF' INTERIOR OR EXTERIOR GRADE. REQUIREO.TOTAL NUMBER OF FLOODVENTS NOTED IN THE FBC APPROVED PRODUCTS. UST SHALL BE BASED ON ONE FLOOD VENT PER
�BECNTOL ENGINEERING .... IT, "�° NTS
AxDTleTT01.
°W ro '°` G21001
OPENINGS SET WITHIN I -FOOT
EWRV 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN. SHEET 5 OF 8,
twm.ew.�mxamu
'"'"^ Te SHEET 1 O T5
I
BOW FRAME RAFTER OPEN CARPORT -.HORIZONTAL ROOF
L
.TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION
NOTTO SCALE
BOX EAVE FRAME RAFTER OPEN CARPORT • HORIZONTAL ROOF
TYPICAL END ELEVATION
NOTTOSCALE
L11
TYPICAL SIDE ELEVATION
NOT TO SCALE, '
TYPICAL BOW RAFTER GABLE END ELEVATION
NOT 70 SCALE
BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF
FLOOD VENT (AS appWbW) ROLL -up OOOR SWINGINGDOOR
(A, pp*m%) (AN Fppwue).
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF
ROLL•LIPOOOR SWINOWODOOR
(AI IprNm6la). (A7 oWt W1)'
TYPICAL END ELEVATION
NOTTO SCALE
BOX EAVE FRAME RAFTER ENCLOSED BLDG -HORIZONTAL ROOF I BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF
NOT TO SCALE
BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF
11 ' .0-JI
TYPICALEND ELEVATION
NOTTOSOAME
:.�=
TYPICAL END ELEVATION
NOT TO SCALE
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF
TYPICALSIDE ELEVATION • `'
NOT TO SCALE '• C
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
T,YPLQAL-9N0&EVATION
��OENSF'•;SJ�
i
PrAN� INO, INCrk
�C
IrrnnlL'
CAROLING CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
OIM 021
BECHroLENOINEERING NTS
AND IPBRNO. Ix
12
r(2)#12-I4xy4*SDPsAT
10GAU•CHANNELBRACE
TENEDTO RAFTER WITH
#12•I4a214*SDPs ATHEND44 PERBRACE)
12R2PNVl SEWal6'�M
TYPICAL
INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME
NOTTOSCALE
OPTIONAL 241-1" TO 3W TRUSSED RAFTER - BOW
NOTTOSCALE
TYPICAL INTERIOR RAFTERIPOST
FRAME SECTION - BOX EAVE - HORIZONTAL ROOF
NOT TO SCALE
V—
1:1
�
A
SEE
TABLE 1
SHEET
fOFO
lEN6 VARIE80EPENDNO ON NULIBEP
AND SPACING OF NIFTERB
28 OA. GALVANIXED METAL ROOF PANELS
FASTENED TO PURLINS PER MANUFACTURERS
INSTALLATION INSTRUCTIONS
TYPICAL INTERIOR
RAFTEWPOST FRAME SECTION - VERTICAL ROOF
NOTTOSCALE
1• 112' IS GAUGE FURRING CHANNEL FASTENED
TO FACH RAFTER WITH 12) RI2•Gi A OR• SELF•DRILLNO
FASTENER 6PACEDNOT I.IORE THAN 4A' O.C.
-y
TYPICAL
POSWRAFTER FRAMING PLAN- VERTICAL ROOF
NOT TO SCALE
a
SEE
TABLE I
SHEET
1 OFB E
y
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
HOTTO,SCALE
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOTTOSCALLE
(21 M12.14 k W4' SELF-D
SCREWSAT EAO(END
(4 PER GRACE)
v ROOF EXTENSION OPTION v MAN 67RUCi11RE ��\��i }� �T�w 6MR)EAN-TOO�ION
TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOT1i<oi�flON�"��1NZ,
24' IS GA U•CHANNEL
BRACE (BTOT PORT)
4B' HI GA U'-CHANNEL BRACE (0' TO IC POST)
-BRACE ANGLE SHALL BE LON.'3E'
TO MAX; 4V FROM WORRONTAL
FULLa7WELD
BOTHSIDES
A
6'
WELO ALL WEB
CONNECTOA
BOTHSIDES
0
EOTfISIDE6
FREESTANDING
OPTIONAL 24-'I"TO 3V TRUSSED RAFTER.- BOX EAVE LEAN-TO FRAMIN(
NOTTOSCALE _ NOT TO SCALE
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
OPQ 21
�-? 9ECN11 L ENOINEERlN4i mw m NIB
ANa.IT:07Nf0 m.
m..almortoxe�ime.enw.uomn.,mmeo-rm, '�' a o• G21001
T. SHEET3017A
APANSTALL fir
OR I
THROUGH BA:
INSTALL
ANCNOR
WALL POST At
2• EXPANSIONANCHOR
OF.EACH
-MONOLITHIC COW. FOOTING (2WO PSI PAIN.)
REINFORCED MTH 2 YSS CONTINUOUS
CONCRETE BASE RAIL ANCHORAGE
1A Naresnv
DRILL 51W HOLE THROUGH THE 2'WASHERS
BASE RAIL AND SECURE Tq ////�'''
ANCHOR EYE WITH fir
DUUAETER /I �TSCOMINUOUS
THROUGH -BOLT -� BASE RAIL
(SEE. GROUND ANCHOR
MINIMULI4' SOIIEDUMSHEM IOFS,
TCR REOUIRF.D ANGNNU
zc...UDUS'*
CONCRETE PAVELMNT.
' EYE ANCHOR----'
�E CONCRETE BASE RAIL ANCHORAGE
Not To 6L0U '(OPENCAAP.ORTB TNIEREELAS ED(MDMTANCE DOES NOT'
UEET AVMfdUAI EDOEOISTANCa SHOW IN DETAIL 10)
TS TRUSSED RAFTER CHORD,
OR NON•STRUCTURALHEADER
TS ENDOR) POST OR DO /
WINDOW FRMIEPOST C
POST
2'xrx2' 10 GAANGLE CLIP
SECURE TO POST (EACH SIDE)
AND WIER CHORDTIAILWRH
(4)A 12.14 X 3IV SDFi; CH DN
TOP OR DOT70M,(2101(SIOE
NOTE: AT ROLL -UP DOOR
OPENINGS. POST SHOULO
BE PLUSH WRIT RAIL END.
CUP POST Yq RAILONLY CN
SIDE OPPOSITE.THE OPENING.
iORD, OR
INSTALL 1Q' X AUNIAIUAI E' TAPCON REOHFADLDT
ANCHOR OR If2'AAIINIMUM 5-VT EXPANSION ANCHOR DRILL 618' HOLE THROUGH THE 2'WAAHERS
THROUGH BASERAIL YRTHING'OFEACH BASE RNL AND SECURETO
RAFTER POSTS ALONG BIOESANO EVERY END ANCHOR EYE%MTH Ur DUTAETER TS CONTINUOUS
WAILPOST ALONG END WALL SECTIONS THIIOUGHBOLT BASE fUtR
j•.--•� I.11N.8' TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
MINBANf.12112' EAIDEDMEM
EYE ANCHOR
6/A• ROD 44' LONG
VA7H 6'HELUC
OR
Sir ROD 00•LONG ,IEEE GROUND AN NOR
MIN0,1UM4• WITH 7'HELK CIIEOULC, SHEET I Of O.
AS APPLICABLE FORAPPLICAOILITYI
CONi1N000S4' CONCRETE PAV914EM
1B CONCRETE BASE RAIL ANCHORAGE —BASE RAIL—DEEP-AtJCHORAGC
Not To Slab (OPTIONAL• OPEN CARPORTS ONLY)C."tAq.TOSeu
24' ID CA U4:HANNEL BRACE (BTO T POST(
4B' IS GAU•CHANNEL BRACE (IT TO 14' POST)
BRACE AWOLE SNALL BE IAIN.46•
BOX EAVE RAFTERMOST DETAIL
2A NOT.lwd
5 END POSTIBASE RAIL.CONN.
Not To Swle
oo BOW RAFTERIP09T DETAIL
2Y. Not TOSob
R
NON-STRUCTURAL HEADER, WINDOW
s RAIL, OR GIRT TO POST CONN. DETAIL
Not To Ss410
DRILL SIB• HOLE THROUGH THE @'WASHERS
OASERAtLAND SECURE TO
ANCHOR EYE WITH IW OW.IEfER 7SCONTIN0003
THROUGH•BOLT BASE RAG.
TOP OF ASPHALT PAVEf.IN
OR STABLE GROUND 6URFAM
( P
EYEANCHDR (SEE GROUNDAN011IXA
6!S•RD600'LONO SCHEDULE. SHEET IOF G,
WITH D0L 4•HELI% iOR APPLICA9111TY1
BASE RAIL ANCHORAGE
�D NdTa&[e
SECURE POST TO NIPPLE
WITH (4) 212.14 ■ 31V SDFa
CONTINU,DUSBABERNL
3,POST/BASE RAIL CONN. DETAIL
Na TO SCS4
```L�T1TlH 1IYFi/j�A
OOP;• Vr,ENSF '. yo
IN 6 AW%fAtINGIM
IJ,
'
0
j 2'18GAANGLE CUP
SECUIIIIOP TAN
RAFTER WRH (4)Ar12•I4%Y4'
SOF'e, (2) ON BOTTOU,
(2) ON SIDE
OR
2'x4' 16 GAPLATE
SECURE TO EACH S10E OF
TS END POST - POSTIRAFTER CONNECTION
WITH (4) 0I2.14 x 3f4'.SOF8;
121 ON POST. (2) ON RAFTER
END POST/RAFTER CONN. DETAIL
-To Smlo
1-1— ISGACUP
ANGLE SECURE TO RAFTER
AND GABLE. RAIL WITH (4)
"12.14 x Y4' SDF'a, (2) ON TOP,
\I1... 1•Il2'x 2'IS:��"L
A (2)ON BOTTOM
'CLIP ANGLE SECURT
RAFTER POST ANDABE
RAIL WITH(41012-14'SDPx TS GABLE RAIL
(2) GN TOP, (Z) ON SIOE
-- TS RAFTER POST
GABLE RAIL TO RAFTER POST
CONNECTION .DETAIL
11A IxeTee
2•IN' FOR
12GAFRAMING
2.112' FOR
'N GA FRALIWG
1S GAUGE U-CHANNEL B\AND
FASTENED TO THE POSRAFTERWITHAT EACH END (4 PER B
BRACE SECTION
NNTopri
S NIPPLE
ACH WITH
x W4'
.LING FASTENERS
GATSPOST
a RAFTER POST/DBL. HEADER DETAIL
Nal To Scala
I•IWx I•IFL'x2' 1GGACLIPAHGLE
SECURE TO RAFTERAND GABLE
RAIL WITH (4) #12.14.3W SDF'b,
(2) ON TOP, (2)ON SOTfOM
I 2-0'
_S' LONG TS NIPPLE 46' I
SECURERAFTERAND POST IS GABLE RAA
TONIPPLE WIIH(4)012.14 x2M
SELF -DRILLING FASTENERS
TS RAFTER POST
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
11B N4tTo sFa4
I.112+ 18 GAUGE FURRING CHANNEL FA97ENSD
EACH RAFTER NTH (N ) W01 O.C.O.CxY4'SOF
SPACED HOT TE RE THAN
28 CA h1ETAL ROOF
PANEL
TS RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To SCal6
•TS RAFTER POST
-VLONG.TS NIPPLE
SECURE WRHO)/12.14xYd'
SELF -DRILLING FASTENERS
HEADER
- RAFTER POST/HEADER DETAIL
Not To Salo
1 12' LONG TS NIPPLE
SECURE POST TONIPPLE
PATH(4) 0 12-14 x S14'SOF'9.
SIDE EXTENSION
RAFTER/POST DETAIL
12 NxToau�.
SEE GENERAL. NOTE No. 12, SHEET ,I OF G.
Y4'
RAFTER POST/BASE
10 BASE RAIL CONNECTION DETAIL
NoITDSe6ib
13 POST / LEAN-TO RAFTER CONN. DETAIL
NOIToS.Ii'
�%N0%TIjI I III AII�i
`�.SR.....FCyT,
` T o
SFF
GIRT
(TI9kt
BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES
ROLL -UP DOOR SWINGING DOOR
HAT*ppr.LN) (M evWaHel_
I it
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
I -Ire IB GAUGE FURRING CHANNEL FASTENED TO OPENING FOR SWIHGINO DOOR
/'EACH RAFTER WITH (2) R12,N a y7' SELF•DRILUNO WITH NON•STRUCTURPL HEADER
FASTENER SPACED NOT AIORETH NNO'D.C.
GIRTS
IT 11
��
li v'
.v'"'1
�mm
fj 191 I�ov
elm,
TYPICAL POST/RAFTEMIRT FRAMING'PLAN
NOT TOSCALE
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOTTOSCALE NOTTOSCALE
till I l llr//A