HomeMy WebLinkAboutEngineering TABLE 1
BOW/RAFTER FRAh...,END POST,GROUND ANCHOR AND PAr.eL FASTENER SPACING
SPECIFICATIONS METAL CARPORT INSTALLATION PLANS ANID DETAILS
AVERAGE FASTENER SPACING AND
ON-CENTERS ALONG RAFTERS OR FRAMING AND FASTENER SPECIFICATIONS
MAXIMUM PURLINS,AND POSTS OR GIRTS
(INCHES) � APR
• WIND ULTIMATE NOMINAL POST/RAFTER FOR CONSTI2UCTIONINTHE RECEI'."'
EXPOSURE HIND SPEED WIND SPEED SPACING INTERIOR END STATE OF FLORIDA 7.017
CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS PREPARED FOR: q1
115 TO 150 89 TO 116 5.0 6. 6 CAROLINA CARPORTS,INC. File Copy
P.O.BOX 1263
B,C,Or D i'
DOBSON,NORTH CAROLINA 27017
151 ro 1Eo 117 T0139 4.0 5 s PREPARED BY: QONCEALED FASTENERS OR ATTACHMENTS
NOTES: 1.Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube bow frames. BECHTOL ENGINEERING AND TESTING,INC.
2.Fasteners consist of 1/4"-14X1"sslt-drilling screws with control seal washer. 605 WEST NEW YORK AVENUE ARE THE RESPONSIBILRY OF THE
3.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). DELAND,FLORIDA 32720 CONTRACTOR OF RE4�RD
Spacing requlrements for other roof heights and/or slopes mey .very. Certificate of Authorization No.00005492
TERMITE TREATMENT REQUIRED
APPROVED PRODUCTS LIST THESE PLANS APID ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
APPROVAL CONCRETE FOUNDATION DESIGN RECOMMENDATIONS: REQUIRED BY FIELD INSPECTORS THAT
PRODUCT CATEGORY SUBCATEGORY MANUFACTURER No.BDATE CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF
2500 PSI AT 28 DAYS. � Be NECESSARY,IN ORDER.TO.'-',�
COMPLY WITH ALL/PPLICABU'dI YDES.
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS,INC. FL20717.1 COVER OVER REINFORCING STEEL
28 Gauge AG Panel 10/13/16 FOR FOUNDATIONS,MINIMUM CONCRETE COVER OVER REINFRRCING BARS 13.,..
SHALL BE:
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS,INC. FL20727.1 31NCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND ST,
L CIF CnUNT RiIIT n^?n nryISION
26 Gauge AG Panel 10/13/16 PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR RFVri NVZ'0 FC7R l:I'c.1A.-cr
WEATHER AND 1.112 INCHES ELSEWHERE. - ii iv CI:'\'r
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3
Series 402-14 DAT
09/07/15 REINFORCING STEEL: I'L.4.N5 AND PERMIT MUST RC I{EPT o1K JOh
EXTERIOR DOORS ROLL-UP ASTA INDUSTRIES INC. FL8888.1 - THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. 02 No L\SPI:CTION WILL E E 3'L-kD&
Model 203 05131/15 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 01/06/16 WITH ASTM A 163,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:
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,INGRESSIEGRESS,PROPERTY SET-BACKS,OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. BECHTOL ENGINEERING 6N9ITE$TING,INC.
605 WEST NEW YORKANU
2. THESE STRUCTURES ARE DESIGNED AS UTILITYISTORAGE BUILDINGS CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS.IMPROVEMENTS NOT SPECIFICALLY DELAND,FLOHIDA n2pW\\ \ r llll
ADDRESSED HEREIN WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BEAT THE OWNER'S RISK.BECHTOL ENGINEERING AND TESTING,INC.,INC.SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR Grtl6ata olAmAo�IuYo1N.`o BE�+
, Iy�.
FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 'SE •.0�"'i
3. ALL STEEL TUBING SHALL BE 50 KSI STEEL.
4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH#12-14 x 3/4'SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER®6"O.C,AVERAGE. Flow.LI'n as®'• O.3$
S. ALL FIELD FRAMING CONNECTIONS SHALL BE#12-14 x 3/4"SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ~•• Z
6. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. *••• E�
.�A ' bFLO�\OP'����
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 CAR O� I 1 N\I�VC.
B. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252,OR SLEEVE ANCHOR MODEL HSA 1260,OR EQUIVALENT. 0
9. POSTIRAFTER BRACING:BRACE ON EVERY POSTIRAFTER CONNECTION,EXCEPT FOR END WALLS AND GABLE ENDS. „ 7Rd117
10, SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION(2014)( )FBC FE 2014-RESIDENTIAL, �uoBECHTOL ENGINEERING •�-• RR
AND SECTION 1816.1 OF THE FBC FE 2014-BUILDING. u7earwo,Ina
,.®TB d 017001'
m,m"ra om.mm.�u�nau omm
I-To I 6HEEri OFd
OVERALL LENGTH VARIES OVERALL LENGTH ES
]8 GA MLVANQEOMETAL ROOF Pn DEPENDS ON NUMBER AND SPACING OF BOWS DEPENDS ON NUMBER Al 1,—lACING OF BOWS
FABTENEDTORAFIER WITH/1]-IIx YI'SU.
WTI CO S E WAXER
IEEE TABLE 1 FOR FASTENER SPACING) 12
Q3
4 ° BOXEAVEOPTION
3 3
B'TYP. OPTIONrY 28 DA
6 .-RFANFl R�PANEl RDOFWG m
610EE%TEN610N 1'181L1ULWLNNELBRAOE FFARTENEDTORAFIERWITHS BIOE°RENDSCRWIEND17SCREW'9ATE) ENO =NPERBMCE) SEE TABLET SEE TABLEI SEE TABLEI SEE TABLEIM"•^aanX
SHEET1OF4 SHEETI OF4 SHEET1 OF4 SHEET1OF4INISH GRADEMONOLRHICBUB FOUNDATION OftTOPOF F 8'
CONCRETE
3 CONTINUOUSCONCRETESIAB E DOWN LNOINEERINO,30•LONG WITH
(OPENCARPORTSONLY) 6/B'ROD AND DBL 4'HEJX EYE ANCHOR
(SEE DETAIL 3,SHEET 3 OF 4)
MAX.RAFTER SPAN
3
' GROUNOANCHORB®EACH EHO Axw�0N0i AEOumEDWRH '
GR[°„� TYPICAL BOW RAFTER SECTION ne°nAn°oq u o SIDE ELEVATION IN RAFTS POSTFTANDE nOTHER SIDE OPENINGS °0 BLON•""`"°M W,cHDRINOT REo NO To SwN (SEEDETAIL3,BHEET3OF4) P[e DETAIogLYGET/or11
ISEe DflM loglLOX[x[¢irq a�j Nd To Sw4 Na1To8wla ,
]OOFARTEN DTOR ETALRODF ,
PANELSTHCO N0L MWAWEN
/13-IIx'SEET TLEIFO FAST NER SPASNER 12
IEEE TABLEIFOR FASTENER$PACING) 3�
46 B '-0 '•G '-o '-0 '-0 '-0' '•Dl EETAELE1,sHEET10F1 MA)I 11A)I AIAX AIA)I MPX AIAX MAX EE TABLE 1,fiHEETtOF1
Ml1% MA% MAC MAX NA% MI% MA% TB HEADER
d B TA.GALVANIZED
3 CONNECTIONS
T B METAL ROOF PANELS
LONNECRGNS. � 1
'WELD ALL SIDE$ BGAGAVAM]EDMETALSIOEPANELB, 4
BOTHBIDES SECURE WALL PANELS TO RAFTER POSTS AND
ENOPGBTB COKAOL 1x Y1•eEIF-0WLLwO
BLPETABLE CONTROL 9EA WA$NER
B BO%SAVE OPTION OPEMNG FOR POLI.UP OR 8Ww01N0 (BEE TABLEIFOR PASTENER SPACING) 9ENDWALL POST
3 DOOR WGH NONSTRUCTURAL HEADER
MAxPfUII CIEMePAN�t} ,
S SIDEEXTENSION
3
DWALLTB PAST B GA GALVANIZED
FINISH GRADE
3' MONOLITHIC BIAS FOUNDATION ORTOP OF METAL SIDE PANELS
4 CONCRETE
CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY) —GRDUNO PORT®ENO ROUND ANCHORS®EACH END
—T LOCANOxs RAFTER POST ANO EVERY OTHER
(SEE 6HEET3) B d
3 O'-0'MAX.RAFTER SPAN d d (E PETAL3ONSOST N )
E�E��o� ANuloge HaTREOuwEOMmx BEE OETAIL30N 8MEET30F4
END WALL OPENING 3 PUC O. eEEOETM A°oR�°N['�E�oao
TRUSSED BOW SECTION Not ToS.% (BEEOETNLION3,8xEET30P1) END WALL SECTION
NO TO SwI/ NOTE
Nal Ta ewlo p(OE/IAe CONeRSICGIXI.
(BEE DETAR I oR LBHEET30F,S I4 GA FRAMING IS 2-1/2'x 2•V2-TUBE STEEL(TB}
_ 12 GA FRAMING 18 241V x 2.114•TS.
NIPPLES ARE 2-1/4'x 2-114'14 GA TS FOR 14 GA FRAMING.
28 pA GALVANIZED META ROOF FANELS 28 DA GALVANIZED META ROOF NIPPLES ARE 2'x 2'12 GA TS FOR 12 GA FRAMING.
FASTENED TO RAFTERFRANE WIM PANELS FASTENED TO AFTER WRH
/1]-11 xY1'IS—ORTH CONTROL SEAL WASHER
/1]-11,W4•—WITH CONTROL SELL WASHER
(BEE TABLE 1 FOR FASTENER SPACING)
(BEE TABLE 1 FOR FASTENER SPACING)
'•D '-0 0 '-O EE TABLE I,SHEET OPI
MAz MAz MAX MAX xAX M,uc MAz BECHTOL EN TINO,INC.
605 WEST
B 28 GA GALVANIZED j DELAND,FLE AAAAA°°�° ���♦
3 METAL ROOF PANELS comnwt/o V• ' A ♦I
/rR`yy
4 3 6 BOX SAVE OPTION
9 3 BOX SAVE OPTION
ON g
LEAN•TORAFTERBET 3 3
SELOWTOPOFLEO
(BOW FAME Ofl TOOT//4C .E. J/
FlnHd/Llsnyy 3B33
80%FAVE) T
MONOLITHIC SLAB FOUNDATION 3 MONOLITHICSLABFOUNGATION
v\
CONTNUOUS fANCRETESlAO CONTINUOUS LONCRETESLAB
(OPENCANPORi9 ONLY) (OPEN CARPORTS ONLY)
3D'4Y'MAXIMUM 1d'-O'MAX.IN-
3 4'-0'MAX.SPAN_ RAFTER SPAN 3 MOBue wxl;rnw 111 11111\ .
Ax DTgEODNgEDRRx D8"°�X-IN""° CAROLINA CARPORTS, INC.
wxCRflE/W CDNe1RUC 4'x]4'WRH BLI'HEILC YRTHW
PEe OETA 1 Oq].e16FT]a1) (SEE EACH RAFTEA FMEN910N9
(BEE DETAIL 3,S NEST TS 3 O OF A)
TYPICAL SIDE/LEAN-TO'EXTENTION SECTION GABLED OPEN END WALL SECTION TYPICAL FREESTANDING LEAN-TO 2124117
Nal TO S0BIe (BOW FRAME LEAN-TO TO BORE SAVE RAFTER) Not To 60BIe
Not To scale ®BECHTOL ENGINEER/NO �'-' 'u'" Nrs
AND 107IN0,M.
' - PIPIc�grAL oxoxrglmN.xo RnPw/+onn oan® °®7BG17001
sHEET20F4 '
L 112'a MINIMUM WEXPAN910N ANCHOR INSTALL IM'x MINIMUM 6'E%PANSION ANCHOR
GH BASE RAIL WITHIN 6'OF EACH THROUGH BASE RAIL WITHIN B'OF EACH 24'1B GA UCHANNEL BRACE(6'TO 7'POST)
/BOW POSTS ALONG SIDES OR WSIDE RAFTER POST ALONG SIDES AND INSIDE TS BOW RAFTER dB'18 O/1 U-CHANNEL BRACE(B'TO 14'POST)
OTHER END WALL POSTALONG ENO EVERY OTHER ENO WALL POST ALONG END BRACE ANGLE SHALL BE MIN.45'
ECTIONS WALL SECTIONS NO SCREWS
[4'M"lNI.U. 2" REQUIREDTO MAX.80'FROM HORZONTALMINIMUM MIN.6' INBOWBEND 5' NIPPLE TO 3118'
RAFTER
MINIMUM 2-1/2'EMBEDMENT MINIMUM 2-1/2'EMBEDMENT 4'16 GA U-CHANNEL BRACE(6'TO T POST)
48'18 GA UCHANNEL BRACE(B'TO 14'POST) TS RAFTER
9.1/2' BRACE ANGLE SHALL BE MIN.45'
TO MA%.8O'.FROM HORIZONTAL
MINIMUM 4' 6'
3- 6'LONG TS NIPPLE
3• 8•LOND T9 NIPPLE SECURE POST TO NIPPLE WITH
SECURE RAFTER AND POST TO (4)112.14 x 3/d'SOF'°
12' CONTINUOUS 4'CONCRETE PAVEMENT NIPPLE WITH(4)512.14 x W4'
ONOLITHIC CONC.FOOTING(2500 PSI MIN. TS RAFTER POST SELF-ORIWNG FASTENERS
REINFORCED WITH 2 N5'e CONTINUOUS TS RAFTER POST
CONCRETE BASE RAIL ANCHORAGE CONCRETE BASE RAIL ANCHORAGE � BOW RAFTER/POST DETAIL BOX EAVE RAFTER/POST DETAIL
Not TO Sala (OPTIONAL) N°I Toeula (OPTIONAL-OPEN CARPORTS ONLY) N°l To SuN Not To Soal4
DRILL 5/8'HOLE THROUGH THE yWA5HER9 DRILL 6/B'HOLE THROUGH THE 2'WASHERS
BASE RAILAND SECURE TO BASE RAIL AND SECURE TO NIPPLE TO 3116' 6'LONO TS NIPPLE
ANCHOR EYE WITH 112'DIAMETER TS CONTINUOUS ANCHOR EYE WITH 1k'DIAMETER TS CONTINUOUS RAFTER SECURE WITH(4)012.14 x314'SDF°
THROUGH-BOLT BASE RAIL THROUGH-BOLT BASE RAIL
TOP OF ASPHALT PAVEMENT 12'LONG TS NIPPLE.
OR STABLE GROUND SURFACE SECURE POST TO NIPPLE
WITH(4)N12-14 x 3/4'SDFa, �1-112'x 1.1/2'x 2'10 GA CLIP
ANGLE SECURE TO RAFTER
AND GABLE RAIL WITH(4)
012.14 x 3/4'SDF4,2 ON TOP,
""Z.X1.1/L'x"1 CA 2ON BOTTOM
EYE ANCHOR 6' CLIP AN
SECURE TO
MINIMUM 4' ROD 30'LONG RAFTER ILE
WTH((4)MPO-T12-114xy4'SOF'n
WITH
DBL 4'HELIX 20NTOP,20NSIDE TS GABLE RAIL
24.16 CA U-CHANNEL BRACE(5'TO T POST)
46'16 GA U-CHANNEL BRACE(6'TO 14'POST)
CONTINUOUS 4' BRACE ANGLE SHALL BE MIN.45' TS RAFTER POST
CONCRETE PAVEMENT TO MAX.60'FROM HORIZONTAL
T9 RAFTER POST
6l6'REYE OD 3 ANCHOR SIDE EXTENSIONLONG
GABLE RAIL TO RAFTER POST
WITH OBL4'HELIX BASE RAIL ANCHORAGE RAFTER/POST DETAIL ��CONNECTION DETAIL
ALTERNATE CONCRETE BASE RAIL ANCHORAGE
NoITa S°aI0 (WHERESLABIS TOO NARROW TO USE CONCRETE - NOTE:
EXPANSION ANCHOR BOLTS) 14 GA FRAM NO 13 2-1/2'x 2-10'TUBE STEEL ITS).
12 GA FRAMING 19 2.1R'x 2-1/4-TS.
NIPPLES ARE 2-1/4-x 2-1/P 14 CATS FOR 14 GA FRAMING.
I
NIPPLES ARE 2'x 2.12 OATS FOR 12 GA FRAMING.
TS RAFTER POST
2'X4.16 GA PLATE(ONE REQUIRED)
SECURE TO EITHER SIDE OF 1.11Y 18 GAUGE FURRING CHANNEL FASTENED BECHTOL ENG�N�E �113,INC.
POST/RAFTER CONNECTION TO EACH RAFTER WITH(2)412-14 x 3/4'SELF-DRILLING 605 WEST NEW Y
WITH(4)012-/4 x3/d'SDFa, 2' FASTENER NOT MORE THAN 48'O.C. OELANO,FLO`\ 1 11 f 1L4aaa��//
2 ON POST,2 ON RAFTER CaNOmt°of
1 yy
TS LEAN-TO RAFTER 2-12'FOR 26 GA.METAL ROOF PANEL / a�T
14 GA FRAMING
a Be alit
Flo44a Um
2'z2'x2'16 GAANGLE CLIP P'=v�
18 GAUGE U.CHANNEL BRACE T9 RAFTER / \�
SECURE TO POST AND - / as RL i
FASTENEDTO,_, XP TAN0 /
RAFTER WTfM(4)p12-14z3/4' RAFTER WITH(2)012-14 x3/4'SOF'S a
SDP',z G2ONr ST AT EACH ENO(4 PER BRACE) ROOF PANEL ATTACHMENT I l I I I I)t
BRACE SECTION (ALTERNATE FOR VERTICAL ROOF PANELS) CAROLING CARPORTS, INC.
I
POST/LEAN-TO RAFTER CONN.DETAIL Not ToSml4 N°1T°Smla
J Nol To Smle
721/17
®BECHTOL ENGINEERING =+'•" RR NTS
AND 7ESTIN0,I..
oz°uno avrc+a,.uoYwu,uo Wwu moe oem "®TB ET 30t
"'�'^7B SHEET30F4
NIPPLE TO 3116'
DBL HDR. TS RAFTER POST, XZ
'
H(4)012-14 x 314'
STENERS TS TRUSSED RAFTER CHORD,
S'LONG TS NIPPLE OR NONSTRUCTURAL HEADER
SECURE EACH WITH(4)012-14 x 3/4- 'LONG TS NIPPLE j T
SELF-DRILLING FASTENERS 1/p• SECURE WITH(4)p12-14 x 4' T9 END POST OR DOOR/
SELF-DRILLING FASTENERS' WINDOW FRAME POST 2'x2k2'10 CIA ANGLE CUP
SECURE TO POST(EACH SIDE)
TS BASEANINDOW RAIL OR .AND.CHORD/RAIL WITH
NONSTRUCTURAL HEADER (4)1/4'xl'SDF•a,(2)ON TOP OR
TINUOUS BASE RAIL BOTTOM,(2)ON SIDE
OUBLE T9 HEADER NOTE:AT ROULUP DOOR
OPENINGS,POSTSHOULD
TS POST 3/1S' NIPPLE TO BE FLUSH WITH RAIL END•
DBL.HDR. CLIPPOSTTORAIL ONLY INNIPPLE TO SIDE OPPOSITE THE OPENING.
BASE RAIL
RAFTER POST/BASE POST TO RAIL,TRUSS CHORD,OR
RAFTER POST/DBL.HEADER DETAIL RAFTER POST/HEADER DETAIL , ��BASE RAIL CONNECTION DETAIL & NON-STRUCTURAL HEADER CONN.DETAIL
Nol To Scale Not TO Scale Not To Scale Not To Seale
TS POST
I
_ e'LONG TS NIPPLE
2'x 2'x 2'16 GA ANGLE CUP SECURE POST TO NIPPLE
SECURE TO POST AND TOP OF WITH(4)012.14 x 3/4'SDF%
T9 RAFTER POST HEADER,OR INDOW
I4AGIRT WITH(BOTTOM 7014 nJ3/4'SOF'e
(2)ON TOP OR BOTTOM,(2)ON 910E
2.-.-.1B GA ANGLE CLIP
SECURE To
TS RAFTER POST
RAFTER WITH(4)012-14 x 3/4' 1.1/r x 1.//2'x 2'16 GA CLIP T9 NONSTRUCTURAL
S.F'..(2)ON BOTTOM. ANGLE SECURE TO HEADER NIPPLETO 3/16'
(2)ON SIDE POSTANO BASE RAIL BABE RAIL
WITH(4)012-14 x 31V SOF's, TS CONTINUOUS BASE RAIL
(2)ON TOP.(2)ON SIDE
TS ENO POST ;
TS WINDOW RAIL(OR GIRT
FOR VERTICAL SIDING OPTION)
TSCONTINUOUSBASERAIL NON-STRUCTURAL HEADER,WINDOW'
e END POST/RAFTER CONN.DETAIL a END POST/BASE RAIL CONN. RAIL,OR GIRT TO POST CONN.DETAIL a POST/BASE RAIL CONN.DETAIL
Not To Scale Not To Scala Nol To Scale Nat To Sula
i
NOTE
1 GAF 19 2-I/T x 2.112'TUBE STEEL(TS).2
NIPPLES ARE 2-1R'x 2• 14 GA TS FOR MI FRAMING.
NIPPLES ARE 2'x 2'12 GA 0A TB FOR 12 GA FRAMING.
j •�19- —TSPOST
1.4 •• BECHTOL ENGINEERIN,(1)\ �E� C.
60SWESTNEWVORKAV�N7E'
g122- .C. SDF T9 NONSTRUCTURAL CEIAND.FLORIDA 327
®12'O.C. HEADER 2A `
Cara.1oofAWnorWt`eyT1. s
`.
#12.14 x 3/4'SDF
G1r O.C.
1j' CURTAIN 18 0A. i nom.e Be.nto .6.0.
Florid.U.na. 'k `
• i i SWINGING ODOR i ' '• yy
)NTER(D EXTERIOR
1 �� (91ze vadee,eaa plan)2 „ '
1 , •, j'' P�;••
ROLL-UP DOOR GUIDE TO POST T9POSr CAROLINA.CARPOi , INC.
CONNECTION DETAIL "
Not To Seale CURTAIN:26 GA.Oelvanlxed steel wltn i A , - SECTION RR 2n4/n
baked on epoxy pdmer S polyester top coat. I fi Nat Ta Beale
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I I AND T2'371MG,Inc.
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