HomeMy WebLinkAboutEngineering TABLE 1
BOW/RAFTER FRAM,END POST,GROUND ANCHOR AND PAh L FASTENER SPACING METAL CARPORT INSTALLATION PLANS AND DETAILS
SPECIFICATIONS
AVERAGE FASTENER SPACING AND �``'' ; "' '•(' :'';'''
ON-CENTERS ALONG RAFTERS OR FRAMING AND FASTENER SPECIFICATIONS
MAXIMUM PURLINS,AND POSTS OR GIRTS ,
WIND ULTIMATE NOMINAL POST/RAFTER (INCHES)
FOR CONSTRUCTION IN THE
EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END STATE OF FLORIDA
CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS PREPARED FOR: COHCEALEOFASTENERS ORATTACHMENTS
CAROLINA CARPORTS,INC.
115 TO 150 89 TO 116 5.0 6 6 P.O.BOX 1263 ARE THE RESPONSIBILD OF THE
B.C,Or D DOBSON,NORTH CAROLINA 27017
151 TO 180 117 TO 139 4.0 6 6 COHiRACTOR OF RECORD
PREPARED BY: '
NOTES: 1.Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel lube=bow BECHTOL ENGINEERING AND TESTING,INC.
2-Fasteners consist of 1/4"-14X1"self-drllling screws with control seal washer. 605 WEST NEW YORK AVENUE
3.Specifications applicable only for Mean roof height of 20 feet or less,and roof slopes of 7"to 27° DELAND,FLORIDA 32720
Spacing requirements for other roof heights and/or slopes may vary. •Certificate of Authorization No.00005492
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
APPROVED PRODUCTS LIST °t MAY BE N�CEIi�ARY;IN ORBER;TO
'.
COEwPLY:INITW ,LLAPPLICABLE-CODES.
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL CONCRETE FOUNDATION DESIGN RECOMMENDATIONS:
No.&DATE CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF
2500 PSI AT 28 DAYS. /
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS,INC. FL20717.1 1�V v`��l}
26 Gauge AG Panel 10113/16 COVER OVER REINFORCING STEEL LLLTTTIIIII/
9 FOR FOUNDATIONS,MINIMUM CONCRETE COVER OVER REINFROCING BARS 6T. i)C>F�OTn'T1`n .TT;y{=nIyISION
SHALL BE: RFVIFWLD FOR �IPL1AIv(,L
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS,INC. FL20727:1 31NCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND ILKVILAVED Y
26 Gauge AG Panel 10/13/16 PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 WEATHER AND 1-1/2 INCHES ELSEWHERE. PLANS AND PERNIIT MUST BE KEPT ON,TOE
Series 402-14 09/07/15 REINFORCING STEEL, - OR NO INSPECTION WILL Tib iS4ADE,
'
EXTERIOR DOORS ROLL-UP ASTA INDUSTRIES INC. FL8888.1 THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40.
Model 203 05/31/15 GALVANIZATION:
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT THIS IS TO CERTIFY THAT THE CALCULATIONS AND
WINDOWS SINGLE HUNG POCAHONTAS.ALUMINUM COMPANY,INC. FL12940.2 DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY
Model 100 VS 01/06116 WITH ASTM A 153,CLASS B-2.METAL PLATE CONNECTORS,SCREWS,BOLTS AND THE UNDERSIGNED PROFESSIONAL ENGINEER,AND
NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR ARE IN ACCORDANCE WITH THE REQUIREMENTS OF
HOT DIPPED GALVANIZED. SECTION 1609 OF THE FLORIDA BUILDING CODE,
' FIFTH EDITION(2014).THE PLANS ARE VALID UNTIL
THE NEXT REVISION OF THE FLORIDA BUILDING
CODE.
GENERAL NOTES: ,,1111 I I I I I III/4 II l//
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 PLUMBING,ELECTRICAL,INGRESS/EGRESS,PROPERTY SET-BACKS,OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. BECHTOL��1 �,/ INC.
605 WEST NEEMY A�4 ■
2. THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS.IMPROVEMENTS NOT SPECIFICALLY DELAND.F 9R Y20 ♦ ,r�r /�/�
ADDRESSED HEREIN,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 Ce dfi.[e bon N
I s®ae
' FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. /
3. ALL STEEL TUBING SHALL BE 50 KSI STEEL. FW.u V k 171r j 7 �♦
4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH#12.14 x 3/4'SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER®6"O.C.AVERAGE.
5. ALL FIELD CONNECTIONS SHALL BE 012-14 x 314"SELF DRILLING SCREWS. �i��",;e�CgID,P � \ ♦♦
6. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.
7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6"OF EACH CORNER POST AND ONE WITHIN 6"OF EVERY OTHER INTERIOR 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. CAROLINA CARPORTS INC. -
8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252,OR SLEEVE ANCHOR MODEL HSA 126D,OR EQUIVALENT.
a. POSTIRAFTER BRACING:BRACE ON EVERY POST/RAFTER CONNECTION,EXCEPT FOR END WALLS AND GABLE ENDS. 11rJ0n0
M
BECHTOL ENGINEER/NO s... RR s
10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 8 MIL VAPOR RETARDER PER SECTION R316.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION(2014)(FEC FE 2014)-RESIDENTIAL, AND TESaNe,rna o.m TB 016001
D,6001
AND SECTION 1816.1 OF THE FBC FE 2014-BUILDING.
�m�ogwu..�ua r�o..a Mumu oo,ma
SHEET10F4
(r, rl' OV LL LENGTH VARIES ��' OVERALL LENGTHY
UO10A�VANDEO METAL ROOF PANEL` !
cASTENEDTO RAFTER WITH/12-NaYPbOh DEPENDS ON I UMBER AND SPACING OF BOWS DEPENDS ON NUMBER AND 6,—elNG OF BOWS
WRCONTROL HMSPASHFR.
(SEE TABLEI FOR FASTENER SPALW0)
12
Q3
I
0 B BOXEAVEOPTION
3 a •6:c
(, A,
5 8'7YP. 200A ANEL R PANEL ROOFING 1
810E EXTENSION 21•ISOEOTORNNELBRACE
3 FASTENED TO PAPIER WITH SIDE ORENO 4 2 r
( Y12.14a Y1°9E14RRGND G PANELS' 4 4
SCREW9ATEACHEHO u7 I
(4 PER BRACE) opgmmge�l O�AM�RO amaWM
SEE TABLET SEE TALE1SEE TAB LEI s TABLET ps80i°'�
E7 SHEET 10F4 SHEET 10F4 SHEET 10F4 SHEET 10Fd
INISH ORPDE
MONOLRHIC BIAS FOUNDATION OR TOP OF
a CONCRETE § 1
CONTINUOUS CONCRETE SIAB
a (OPEN CANPORTS ONLY) E GOWN ENCINEEAWC,]0'LONG—0
5/9'ROD AND OBL/'HELIX LYE ANCHOR
(SEE DUAL J.SHEET 7 OF 4)
MAX.RAFTER SPAN
• OTAepvnrDWIM ROUNOANCHORSGF END
RAFFE REw�nWnH YOm
TYPICAL BOW RAFTER SECTION nL/o°n`A'o ix�`aD:a S16E ELEVATION �i--. INTENOROMFTERPO TRLOUTON SIDE OPENINGS
CARCRElSSW CONSIPUCTXIH NOTOSu4 '1 (5EEDETAL],SHEET]OF4) .•I 4RfEPRMIORiax[E?]M
(SEEOETN41ORA9NEET-1) •NO1 pBUM �/r NOT.SOIM ,I1 '.♦., ... I:1
28 GA DALVANRED META.ROOF
PANELS FASTENED TO RAFTER WRH
Fit-14a Y4•BOh WITH CONTROL 6I-WASHER 12 - ' Imo.., ••
(SEE TABLE IFOR FASTENER SPACING) 3U-7—
L
'•0 -0 EETPBLE I,9NEEft OF1 M.o oARX 11A( MA% MA% MN( illi% MM EETABLE I,SNEEr10F1
4 MA( MAX MA% aLA% NA% MAX MAX T9 HEADER
B'
' BGA
3 DLDAL WES T S METAL ROOF PAN
ROOF PANELS
CONNECTIONS, 1
BOMBDES �SI°ES BDA MLVANDEDMSTO SNEPANOS. 1
�ECIIRE WILL PAN0.sT0 RARERPOSTE G
1 ENO PO O ITR2-1—WASLF-0RIWNO
S SIE ETAB WICONT FASB E WASHER
BOX SAVE OPNON OPENOROILUP O0pp WIIEZE (SEE TALEI FOR FA9TENERSPACIN0) TS ENDWALL POST
a ..OR—NONSTRUCTyMLHFADEfl
MAYJMUM CLEALSPAN•la
S 91DE EMENSION
3
DVIALL is P0.9T LRAY-T
. LVANREINISH GRADE I ALEPANE] FOU"ATION ORTOPOF 'CONCRETE
CONTINUOUSCONCRETESLAB(OPEN CA.S DE ONLY) I ROUI.PORT®ENO UNDIWCHOR9®SACH ENO
PosTLDunaNs ER POST AND EVERY OTHER
IeEE 9xEEi]) B 4
0'-0'MAX RAFTER SPAN END POST ETALOCATION
3 aNrNox/xm REDIA µCNO°aeeunRErs°�A1 4 4 (SEE OETAIL30N9HEET30F4)
END WALL OPENING --ESIORi°SN"""ftT°io° ISfE RETEIRASCOH.E a`o"°".i END WALL SECTION
TRUSSED BOW SECTION NOI TO SORA' END
W
NWTOSul, wxtp�Te ays coxa°aDmuiwn NOTE:
(/E¢OSrAd l ORlsxEEraoF 41 14GA FRAMING IS 2-Ill X 2.112'TUBE STEEL(TS}
12 CIA FRAMING IS 24W It 2.1/4'79.
NIPPLES ARE 2.1/4'X 2.1/4'14 GATS FOR 14 GA FRAMING,
2B OA OLLVAIDEO METALROOFPANELS 2—OALVANDEOMETALROOF NIPPLES ARE 2-X 2'12 GA TB FOV. FRAMING.
/1i-14aY�•BDFI WIMDCOMTROL SEA.WAHER /IMIFYI-SDP�WItHQOMRDL5EAL.WRAEHER1� ) 1Ill
(SEE TABLE 1FOR FASTENER 6PAC010) (BEETAII—FORFABTENERSRPOHO) \ H /
EE TABLE 1,SHEET OF �
MA% MAX MAA MAX MA% MA% MA% BE605 WESTNEW YO BNUE,• F 1
5 26 GA.GALVANIZED ii� DElANO,FLORII(A
] cLNneteol (eY .64ft 38538 �V'
METAL ROOF PANELS
OPTION S 7 BOX EAVE OPTION i
I—TORAFTEREET 3 3
sa—TOPOFLI:O T00RISF B/N •P, ' �•�
(BOW FRAMEORBOX EAVf) FlOAda Ll,R— e'. STATE OF
MONOLITHICSLAB FOUNDATION 1 MONOLRHIC SLAB FOUNDATION //(C•' �ORIOP.•'�G�\��`
SS L1 /•a- \
4 ] a (OPE�NNORTB ONR n SLAB ///•///�ON/"1{.�``\\`
(O ENNUOUa CONCRETE SLAB
(OPENCMPo1LT8 ONLY) /!111 111
30'-0°MAXIMUM 4-0•MAX,WcilS ND
SPA1 RAFTER SPAN aDoxwrf eua c°NuenoN
AxOxORSx°IR�° ("°°�A"°"z�`r'° '°BCAROLINA CARPORTS, INC.
(sE"e`oETrEN51°RxcMETao.q S•OF]EACHRAFTERWFMEXT LIONS
(SEE DETAL 3,SHEET]OF 41
TYPICAL SIDE/LEAN-TO EXTENTION SECTION GABLED OPEN END WALL SECTION TYPICAL FREESTANDING LEAN-TO I27NI8
NDI TD S.T. (BOW FRAME LEAN-TO TO BORE SAVE RAFTER) Not To 90L1e - Nal To S.IS ®BECHTOL ENGINEERING ='•+ RR NTB
AND TESRNG,Ma
wnnaWa� "°®TB w G18001
""'�'TB SHEET 2 OF
�1 STALL 1/2'x MINIMUM S'EXPANSION ANCHOR �r �� ?•I+I'' +ri_':�,
%E�E
LL II2'x MINIMUM S•EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN B'OF EACH
RAFTER/BOW POSTS ALONG 91DE90RINSIDE GH BASE RAIL WITHIN B'OFEACH T9 BOW RAFTER 24'18 OA U-CHANNEL BRACE(5'TOTP09 I�+! ��•+
EVERYOTHER END WALL POSTALONG END R POST ALONG SIDES ANO INSIDE 48.18 GA..NEL BRACE(e'T014'P09 A'• 1 •j'f •,
WALL SECTIONS OTHER END WALLPOSTALONG END BRACE ANGLE SHALL BEMZ% t :-•'
ECTIONS NO SCREWS TOMAX 60'FROM HORIZONTAL
4'MINIMUM 2'MINIMUM REQUIRED
MIN.B' W BOW BEND 8' NIPPLE TO 3118'
RAFTER
MINIMUM 2-112'EMBEDMENT 4.18 GA U-CHANNEL BRACE(6'TO T POST)
MINIMUM 2-U2'EMBEDMENT 48.18 GA U-CHANNEL BRACE(B'TO 14'POST) TS RAFTER
&1/2' BRACE ANGLE SHALL BE MIN.45'
TO MAX.fi0'FROM HORIZONTAL
Lf
1'
F MINIMUM4' fi' 3' 6'LONG TS NIPPLE
3• B'LONG TS NIPPLE SECURE POST TO NIPPLE WITH
12' SECURE RAFTER AND POSTTO (4)114'.1'SDF.
ONOUTHIC CONC.
PC,
TS
PSI MIN.) CONTINUOUS d'CONCRETE PAVEMENT TS RAFTER POST NIPPLE WITH(4)1/4'x1'
REINFORCED WITH 2 NSt CONTINUOUS SELF-DRILLING FASTENERS TS RAFTER POST
CONCRETE BASE RAIL ANCHORAGE CONCRETEBASERAIL ANCHORAGE' BOW RAFTER/POST DETAIL ( BOX EAVE RAFTER/POST DETAIL
Not TOSal, (OPTIONAL) Nol To ealo '(OPTIONAL-OPEN CARP ORT8ONLY) NW TO Scat° NoI T.SuIs
DRILL 6/8'HOLE THROUGHTHE 2'WASHERS DRILL 5/8'HOLE THROUGH THE 2•WASHERS
' BASERAILAND SECURETO BASE RAIL AND SECURE TO NIPPLETO 3/16' 6'LONG TS NIPPLE
ANCHOR EYE WITH ik'OIAMETER TS CONTINUOUS ANCHOR EYE WITHI/2•DIAMETER 7S CONTINUOUS RAFTER SECURE WITH(4)1/47t1'SDF's
THROUGH-BOLT BASE RAIL THROUGH-BOLT BASE RAIL -
TOP OF ASPHALT PAVEMENT 1Y LONG TS NIPPLE.
OR STABLE GROUND SURFACE SECUREPOST TO NIPPLE
WITH(4)114'x 1•SDFb, 1-1/2'x 1-Ur x 2'18 GA CUP
ANGLE SECURE TO RAFTER
AND GABLE RAIL Wl41R'.1'
I• SDF'a,20N TOP,20N BOTTOM
1.12'x1-iR'z2't6 GA
• EYEANCHOR 8' , CLIP
AN SECURE TO
MINIMUM 4' S/8°R00 30'LONG RAFTER POST
AN
GABLE
WITH DBL 4'HELIX - RAIL WITH(4)114'x1'SOF's TS GABLE RAIL
24.16 CA U-CHANNEL BRACE(S'TO 7'POST) 2 ON TOP,2 ON SIDE
Z
NUOUS 4' 48'16 GA U-CHANNEL BRACE(B'TO id'POST) T9 RAFTER P09T
BRACE ANGLE SNALL BE MIN.45'
CONCRETE PAVEMENT TO MAX 60'FROM HORIZONTAL
TS RAFTER POST
EYEANCHOR GABLE RAIL TO RAFTER POST
6/8'ROD 30'LON
WITH DBL 4'HELU( RAFTER/POST DETAIL
G SIDE EXTENSION
BASE RAIL ANCHORAGE CONNECTION DETAIL
3 Nal Ta Bala
ALTERNATE CONCRETE BASE RAIL ANCHORAGE No1To9c�° 5 "°TaB�.
N°I To Sal° (WHERE SLAB IS TOO NARROW TO USE CONCRETE NOTE
EXPANSION ANCHOR BOLTS) 14 GA FRAMING IS 2-1/2'x 2-1w
12 GA FRAMING IS 2-1/4'x 2-1R•TUBE STEEL(IS).
NIPPLES ARE 2-1/4',2-1R'14 GA TS FOR 14 GA FRAMING.
NIPPLES ARE 2'x Y 12 GA TS FOR 12 GA FRAMING.
TS RAFTER POST
2-x4'18 GA PLATE(ONE REQUIRED)
SECURE TO EITHER SIDE OF
POST/RAFTERCONNECTION 1.112'1B GAUGE FURRING CHANNEL FASTENED BECHTOL �){ f8f)NC.
WITH(4j 1/4•x 1'SOFa, TO EACH RAFTER WITH(2)3116'.1'SELFORILLING 605 WEST OELAND,FLE 3 7 E
FASTENER SPACED NOT MORE THAN 4B°O.C.
C.a"alo. n No.
2 ON POST,2 ON RAFTER - ®y �j
TS LEAN-TO RAFTER Y 26 GA METAL ROOF PANEL
mal B E.
Flood.U
2-12'FOR
14 GA FRAMING 18 GAUGE U-CHANNEL BRACE I „9
&114'FOR FASTENEDTOTHEPOSTAND ��i}.° ...........
2'x2'x2'16 GA ANGLE CLIP 12 GA FRAMING RAFTER WITH 1•SDPS / t1 ° �T.\
RAFTER WITH(4)74�1D' TS��� ///7/ ENaiNE//�\
SECURE TO AT EACH END(4 PER BRACE) / • V \\
SOF%2 ON RAFTER,
20N POST ROOF PANEL ATTACHMENT '
�1
POST/LEAN—TO RAFTER CONN.DETAILNo
(ALTESATaE FOR VERTICAL R0OF PANELS) CAROLINA CARPORTS, INC.
Nat TO soeta BRACE SECTION
Not To Sal.
- BECNTGL ENGINEERING �• RR _-.. NTB
ANOTtieRNO,Ina
. w��nano O°'TB 'O1 018001
TB 1 SHEET30F4
r
NIPPLETD 311S•
J.RD
DBL.HDR. TS RAFTER POSTe•LONG TS NIPPLE SECURE EACH WITH(4)1/4'x 1'SELF•ORILLINO FASTENERS T9 TRUSSED RAFTER CHS'LONG TS NIPPLE OR NON-STRUCTURAL HESECURE EACH WITH(4)1/4'x1' 'LONGTSNIPPLE TSPOST TS END POST OR DOOR!SELF-DRILLING FASTENERS t/6' ECURE WITH(4)1/4'x1' WINDOWFRAMEPOST2'x2'x2'1B GA ANGLE CLIP
BELF•ORILLING FASTENERS SECURE TO POST(EACH SIDE)
TS BASEAVINDOW RAAND RAFTER CHORO/RAIL WITH
NONSTRUCTURAL HE (4)114'x1'SDFa,(2)ON TOP OR
TS CONTINUOUS BASE RAIL BOTTOM.(2)ON S1DE
OUBLE TS HEADER I NOTE AT ROLL-UP DOOR
OPENINGS,POST SHOULD
TS POST 3118' NIPPLE TO BE FLUSH WITH RAIL END.
DIPPLET I CUPPOST TO RAIL ONLY ON
3116' NIPPLE TO SIDE OPPOSITE THE OPENING.
BASE RAIL
RAFTER POST/DBL.HEADER DETAIL RAFTER POST/BASE POST TO RAIL,TRUSS CHORD,OR
RAFTER POST/HEADER DETAIL BASE RAIL CONNECTION DETAIL NON-STRUCTURAL HEADER CONN.DETAIL
Nol To Scala Not To Scale Not To Scale v
I Nal To 8da
• T9 POST
I .. S'LONG TS NIPPLE '
2-x 2'x 2'1B GA ANGLE CLIP SECURE POSTTO NIPPLE
SECURE TO POST AND TOP OF WITH(4)114'.V SDF'o
TS RAFTER POST i HEADER,OR BOTTOM OF WINDOW
RAILIGIRT WITH(4)1/4'x V SDFa
(2)ON TOP OR BOTTOM,(2)ON SIDE
2'x2'xr 18 GA ANGLE CLIP
SECURE TO POSTANO
RAFTER WITH(4)t/4'x t' 1 T9 RAFTER POST
SDF'e,2 ON BOTTOM, 1/2'x 7-llr x 2'l0 GA CUP TS NONSTRUCTURAL
() POST ANDNGLE BASE
EF HEADER NIPPLEBASE
3/18'
(2)ON SIDE POST AND BASE RAIL BASE RAIL
WITH(4)1/4'x1'SDF's, TS CONTINUOUS BASE RAIL
(2)ON TOP,(2)ON S1DE
TS END POST
TS WINDOW RAIL(OR GIRT
FOR VERTICAL SIDING OPTION)
TS CONTINUOUS BASE RAIL NON-STRUCTURAL HEADER,WINDOW
-END POST/RAFTER CONN.DETAIL END POST/BASE RAIL CONN. j RAIL,OR GIRT TO POST CONN.DETAIL POST/BASE RAIL CONN.DETAIL
Not To Scale "J Nat To Scale 7 Not To Scale 8 NOI7o Sde
NOTE
i 14 GA FRAMING IS 2-112'x 2-112•TUBE STEEL(TS).
12 GA FRAMING IS 2 14'x 2.1/YTS.
NIPPLES ARE 2-1/4'.2.1/4.14 GATS FOR 14 GA FRAMING.
NIPPLES ARE r x r 12 OATS FOR 12 GA FRAMING.
�• SNI TS POST
- +• BECHTOL Q II 10 JNC.
805WESTN ENUE
114'x1'SOF TS NONSTRUCTURAL ➢Gj Ns. r /
12'O.C. HEADER DELANO,FL 32Zn '•
Ccrdflceta of lA No. O
-- — — 114'x 1'SDF 6 �0
t�' CURTAIN 18 G0. 1 _________ i ®12'D.C. _
I I Tbomea Bacc�Ol `
l I 1 Radda U.W t
I 1 SWINGING DOOR j 'moi is `ORIO \�
I (Slze Vadea,age plan) I INTERIOR FYTERIDR �,�0 A,,. •�`\
p
ROLL-UP DOOR GUIDE TO POST Ts POST CAROLINA CARPORTS, INC.
CONNECTION DETAIL
Not To Scale CURTAIN:26 GA galvanized elect"Ith 11 A SECTION
baked on epoxy prlmor 8 polyester lop coal I I A 11(dW18
Not ro scala ®BECNTOL ENGIN
I 'I aND reenxG,mn
I I Gte6ot
1—, SHEET40F4