HomeMy WebLinkAboutEngineering TABLE 1
BOW/RAFTER FRAME,END POST,GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS METAL CARPORT INSTALLATION PLANS AND DETAILS
AVERAGE FASTENER SPAACING 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 CONCEALED
MOTHERS
p►
EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END STATE OF FLORIDA CONCEALED MOTHERS O�R�A1 EACH
CATEGORY (MPH) (MPH) (FEET)
POSTS/RAFTERS POSTS/"FTERS y PREPARED FOR: XR�THER�fY IBIYII OF�E
CAROLINA CARPORTS,INC.
ki
5 TO 150 89 TO 116 5.0 6 6 $�O ® P.O.BOX 1263 CONIfiACTaROFRECORD
B,C,or D DOBSON,NORTH CAROLINA 27017
1 TO 180 117 TO 139 4.0 6 6
' PREPARED BY:
NOTES: 1.Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube bow frames_- BECHTOL ENGINEERING AND TESTING,INC.
2.Fasteners consist of 1/4"101'self-ddlling screws with control seal washer. 605 WEST NEW YORK AVENUE
3.Specifications applicable only for mean roof height of 20 feet or less,and roof slopes of 7°to 27°(1.5:12 to 6:-32 pitch). DELAND,FLORIDA 32720 TMfaL�PLANS APJb ALL PROPOSED INl7i4i(
Spacing requirements for other roof heights and/or slopes may vary. - Certificate of Authorization No.00005492 'ARE: PLAN GT TO ANY CO POSETlON3
FId
��e, r MAY BEN CESS hmYINo flDenTo
nToAPPROVED PRODUCTS LIST )PLY WITH ALL A,PU AABLE CCRx9, '
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL CONCRETE FOUNDATION DESIGN RECOMMENDATIONS:
No.$MATE CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF
2500 PSI AT 26 DAYS. ��Q�rl
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS,INC. FL20717--1 ST.LUCIE COUNTY
26 Gauge AG Panel 10/13/16 COVER OVER REINFORCING STEEL BUILDING DIVISION
FOR FOUNDATIONS,MINIMUM CONCRETE COVER OVER REINFROCING BARS REVIEWED
SHALL BE:
STRUCTURAL COMPONENTS STRUCTURAL WALL 3 INCHESIN FOUNDATIONS WHERE THE CONCRETE IS CAST'AOAINSTAND CAROLINA CARPORTS,INC. FL20727.'I FOR COMPLIANCE'
26 Gauge AG Panel 10/13/16 PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR REVIEWED BY
WEATHERAND 1-1/2 INCHES ELSEWHERE. DATE
EXTERIOR DOORS SWINGING 1I ELIXIR DOOR AND METAL COMPANY FL17996.3 P NAND PERMIT
Series 402-14 09/07/15 REINFORCING STEEL: MUST BE KEPT ON JO OR
EXTERIOR DOORS ROLL-UP + ASTA INDUSTRIES INC. FL8888.1 THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. NO INSPECTION WILL IS MADE
Model 203 05/31/15 GALVANIZATION:
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT THIS IS TO CERTIFYTHATTHE CALCULATIONS AND
WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY,INC. FL12940.2 I 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 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).HE PLANS ARE VALID UNTIL
THE NEXT REVISION OF HE FLORIDA BUILDING
CODE. L1
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 �` tn•I•Re
TO PLUMBING,ELECTRICAL,INGRESS/EGRESS,PROPERTY SET-BACKS,OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. BECHTOL EIIsoHLF� �., gC.
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 Cos WEST LqY A0E
DElANO,FL(idl 2 e
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 C.0.1 1 g3B93B 11�(
FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. -
3. ALL STEEL TUBING SHALL BE 50 KSI STEEL.
4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 012-14 x 3/4'SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER®6'O.C.AVERAGE.
Ro4dda. g?ATE OP r•2�:
B. ALL FIELD CONNECTIONS SHALL BE#12-14 x 3/4'SELF DRILLING SCREWS. •••• ...
ONA���`�•
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 EVEJJRY OTHER INTERIOR POST LOCATION,AND BOTH SIDES OF OPENINGS WHERE BASE RAIL 13 ABSENT. .
GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. /►
8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-ITANKR-TITE MODEL AT1252,OR SLEEVE ANCHOR MODEL HSA126:O,OREQUIVALENT. CAROLINA-CARPORTS, INC.
9. P03T/RAFTER BRACING:BRACE ON EVERY POST/RAFTER CONNECTION,EXCEPT FOR END WALLS AND GABLE ENDS.
BECHTOL ENGINEER/NO -•-• RR •�•• 'urs
10. SLAB FOUNDATION 1 OF TH DE SOILS SHALL IL TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R316.1 OF HE FLORIDA BULGING CODE FIFTH EDITION(2014)(FBC FE 2014)-RESIOENTW., MDTESTIND,M.
AND SECTION 1616.1 OF THE FBC FE 2014-BUILDING. � �n+v..0� °�1a '•018001
T. SHEET10F4
I
2BaA auvANI2ED METAL ROOF PANEL OVERALL LENGTH VARIES OVERALL LENGTH VARIES
fA9TEREDTORAFTERmixn2-u.]M•of. DEPENDS ON NUMBER AND SPACING OF BOWS - DEPENDS ON NUMBER AND SPACING OF BOWS
WRM GONIROLB ABRER
(BEE TABLE I FOR PASTE SPACING)
12
3
8] BO%FAVEOPTWN
]
0 ' B'TYRTE .
EL ".ELemE E%TEN910N ASTENEDfJMNNEL BIUCE IFASTENEDtO PAFTEHVAM TO TSATEU' 4(IPE D E) FMI 9 '11 PER BHACE) r1 SEE TABLE 1 SEE TABLE 1o"'x.^"+I4 SHEETI OF4 SHEETI OF4
INISH GRADEMONODTHICSLABFOU ORTOPOFB' S' 8' < 0'
CONCRETE 4
CONTINUOUS CONCRETE 8 WB
(OPEN CARPORTS ONLY) E GOWN ENGINEERING,30•LONG WITH
0/S'ROD AND DBL 4'HELIX EYE ANCHOR
' (SEE ODNL],SHEET]OF{)
]
RAFTER SPAN
AHMORSNOTA[WNFOwim ROUNDANCHOReGEACHEND ANCHOR4x0TREONx60 v.RM
RAFTS POSTANOEVERYOTHER
TYPICAL BOW RAFTER SECTION R
NNorREDN ieaon Licni.6Ne01T0Ni are SIDE ELEVATION INTER]oa RAFTER PosnounoN SIDE OPENINGS �0•�+6*few Dox6nwcrlax.
caeieew x16LEOtTAR 10fl 26xEETi01q
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2e GA.aALVAwsfOMEr F -
PANELS FASTENEGTORAFrER
61bI4x N4'BOFIWRNCONTROLBEALWASHER 12 Copy—
(SEE TABLE 1 FOR FASTENER SPACING) FILE .
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B 11AX YA% MA% YA% 11A% MAX MAN - YA% MA% YA% YA% Alb% 11A% MA%
B. 4 T91�AOER
4
] ELO ALL WEB T B GA GALVANIZED
FANNEORONB, I
e METAL ROOF PANELS
'WELG ALL SIOf9 B OAMLVAMSFDMETALSWEPANEIS. 4
BOTH 610E9 �ECVAE WALL PANELe TORAFTFA POST8 AND
ENO POBTB WRH/1]-116L4.6ELF-0PIWNG
SCREWS W/CONTROLBFILL WARNER
e BO%EAVE OPTION OPEMNO FOR OR (BEE TABlP1FORFASTENER SPAWNG7 - T9 ENDWALL POST
] ODOR WITH NON90NCNMl1�eDE0.
' NA%IMUMCLFAR6PN1•IS _
B SIDEE%TENSION '
WALL TO PO6T B GA GALVANIZED
INISH GRADE - METAL SIDE PANELS
MONOIRHIC BLAB FOUNDATION Oft TOPOF
] CONCRETE
1 (ON COUSCONCRETE SUB
(OPEN CARPORTe ONLY).. RO LOCATI TEND ' ROUND ANCHORS®EACH END
post LounON9 RAFTER POST AND EVERY OTHER
(SEE BNEET]T 0 4
ENO POST LOCATION
] 0-0'MA%.RAFTER SPAN 4 4 (SEE DETAIL 30N SHEET30FI)
END WALL OPENING ANtl O"'nGiREmucGmn i6ie oeA¢IanzsnEia:
CONOIELMIW�CONB�V o")
TRUSSED BOW SECTION Not TPs..b END WALL SECTION ,
.—So. 6oN I8N6aUjc ymymClRH Not To Sol. NOTE'
1.EEOETA¢!R—.ZBTForMI1 s 14 GA FRAMING
IS 2-1/Cx 2-1R'TUBE STEEL ITS).
12 GA FRAMING 19 2•V4'x 2-11V TS.
_ NIPPLES ARE 2.1/4'x 2.114'14 GA TS FOR 14 GA FRAMING.
20 0A GALVANDED METAL NOOFPANELS 20 GA GA—oZEDMETAL ROOF NIPPLEB ARE 2'x 2'l2 GA TS FOR I2 GA FRAMING.
FASTENED TORAFTER FRAME WITH _ PANELS FASTENEDTO RAFTER WITH
1 -I4x L4.80F1WITHCONTROLSELLW-1111 ' II2 Nx(a
(BEE TAHIE1FOR fABTENEH BPACU10) `TABLEIIFOH F.BOTENFA SAC 0 `1,111111//oil
'-0 -0 TABLEI,6HEETIOFI
MA% uAx MAz AIA% eu% MAz I MAXMA% - BECHTOL EHi21 L 61 I Ad�'IC.
e I B DE WEsrL26 GA.GALVANIZED 3 M D.FLO A /�Iy ,A
] METAL ROOF PANELS CoNBwm at � 92■ 3e 65
] e BO%SAVE OPTION 0 7 BOX EAVE OPTION QIH R
LEAMTO PAFIEREST ] _ 3
BELOW TOP OF LEG - TRGm.6 1,
(BOW FRAME ORa FLEG -
FlBdea u e 7e
1 VIM
MONOLOHICSLABFOUNDATION MONOGTHICBLABFOUNOADON ///3 �
CONfINV0U9 CONCRETE SURE ] CONTNUOU9 CONCRETE 8IAB
(OPEN CARPORi80 LY) ] (OPEN GRFORT90NLl')
4'-0'MA%.SP 30'-0'MAXIMUM 14'-0'MAX SP
] RAFTER SPAN ] RED
Ism— ;°� '"" CAROLINA CARPORTS, INC.
IS DETAL1on26�E'T60F41 - x]P WRH 08L4'l1ELMYAIHW
0'OF EACH RAFTER WIiH ExTEN910-
(SEEOETML],SHEET]OFI)
TYPICAL SIDE/LEAN-TO EXTENTION SECTION GABLED OPEN END WALL SECTION TYPICAL FREESTANDING LEAN-TO 12018
Not To Scale (BOW FRAME LEAN-TO TO BOXE EAVE RAFTER) Not To Scalo Not To Scale ®BECHTOL ENGINEERING NT$
AND TESUN0,1—
. Ac nnFr6 "TB �'018001
SHEET20F4
'112•x [[MUM S'EXPANSION ANCHOR INSTALL I/2'x MINIMUM 5'EXPANSION ANCHOR
[7THROUGH BASE RA1L'4VgqHIN S'OF EACH THROUGH BASE RAIL WITHIN B'OF EACry 24'iB GA--CHANNEL BRACE(S'TO T POST)
RAFTER/BOW POSTS ALOt70 DES OR INSIDEDES AND e36
EVERY
OTHER END WALL POST NG END EVERRAFTERTHER:O WALL POST
d8'18GAU•BRACEANGLESHALBEMI.45-
WALLSECTIONS WALL SECTION
ENO WALL POSTALONG END NOSCREWS BRACE60'FRHALLBEONTAL
WAIL SECTIONS TO MAX..BO'FROM HORIZONTAL
REQUIRED
[4'MINIMUM 2'MINIMUM MIN..B' IN BOW BEND NIPPLE TO 311B'
RAFTER
MINIMUM 2-1/2•EMBEDMENT18 GA U•CHANNEL BRACE(8'TO T POST)
MINIMUM 2-1/1'EMBEDMENT 16 GA U-CHANNEL BRACE(8'TO 14'POST) TS RAFTER
&1rs. CE ANGLE SHALL BE MIN.41'
MAX.60'FROM HORIZONTAL
1' B'
., MINIMUM4- B' B•LONG TS NIPPLE
ONG TS NIPPLE SECURE POST TO NIPPLE WITH
URE RAFTER AND POSTTO' - (4)1/4'.VSDF.
CONTINUOUS d'CONCRETE PAVEMENT PLE WITH(!)1/!x 1'ONOLITHIC CONIC.FOOTING(2500 PSI MIN.) F-DRILLING FASTENERS T9 RAFTER POST
.. REINFORCED WITH 2 xS.CONTINUOUS
CO RETE BASE RAIL ANCHORAGE CONCRETE BASE RAIL ANCHORAGE BOW RAFTER/POST DETAIL BOX EAVE RAFTER/POST DETAIL
Not To S.W. OPTIONAL) NaI TO Sub (OPTIONAL-OPEN CARPORTS ONLY) Not To Srds 6 NoIT.Sots
flLE. COPY -
ORILL618'HOLETHROUGHTHE 2'WASHERS DRILL 51W HOLE THROUGH THE 2 WASHERS
BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO NIPPLE TO 3/18' B'LONG TS NIPPLE "
TS CONTINUOUS ANCHOR EYE WITH 1/2'DIAMETER
ANCHOR EYE WITH 12'DUU4ETER TS CONTINUOUS _ RAFTER SECURE WITH(4)1/dk1'SDF4
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)114'a 1'9DF'., - 1.1l2'a 1.12'x 2'18 GA CUP
ANGLE SECURE TO RAFTER
_ AND GABLE RAIL W/41uk1'
t, SDPS,2 ON TOP,2 ON BOTTOM
.. 1.1n•x 1.1/z•■r 1e aA
EYE ANCHOR B' CUP ANGLE SECURE TO
RAFTER POST ANO GABLE
MINIMUM 4' 518
'ROD 30'LONG - RAIL WITH(4)1/Ikt'SOF.
WITH DBL 4'HELIX 2ON TOP,2 ON SIDE TSGABLERAIL
24.18 GA U-CHANNEL BRACE(6 TO T POST)
4W 1B GA U-CHANNEL BRACE(IT TO IN POST) T9 RAFTER POST
CONTINUOUS 4' BRACE ANGLE SHALL BE MIN.46'
CONCRETE PAVEMENT TO MAX.80'FROM HORIZONTAL
TS RAFTER POST 1
EYEANCHOR GABLE RAIL TO RAFTER POST
NS'ROD 30'LONG SIDE EXTENSION CONNECTION DETAIL
WITH DB�a•HELIX .BASE RAIL ANCHORAGE 5 RAFTER/POST DETAIL Ho1T.sm.
ALTERNATE CONCRETE BASE RAIL ANCHORAGE Nol ToBu. Nol To Bulo
Not To Sub (WHERE SLAB IS TOO NARROWTO USE CONCRETE NOTE:.
EXPANSION ANCHOR BOLTS) 14 GA FRAMING IS 2-14rx 2-IrC TUBE STEEL ITS).
12 GA FRAMING IS 2.1/4'x 2-1/4'TS.
NIPPLES ARE 2-V4'x 2.1/4'14 GA TS FOR 14 GA FRAMING.
NIPPLES ARE 2-x 2.12 GA TS FOR 12 GA FRAMING.
TS RAFTER POST _ \```11i1�111
2k4'10 CA PLATE(ONE REQUIRED)
SECURE TO EITHER SIDE OF 1-U2'10 GAUGE FURRING CHANNEL FASTENED BECHTOL ENG1
POST/RAFTER CONNECTION TO EACH RAFTER WITH(2)3/18'x 1'SELF-0DRILLING e05 WEeT NEWY0R3@A Vj 1_ev
WITH(d)1/d•a 1'SOFe, FASTENER SPACED NOT MORE 48'O.C. Card�mFpiLOR10 2 \�
_ 2 ON PO3T,2 ON RAFTER - _ 01 ae`7e
T9 LEAN-TO RAFTER 21 - 2BGA.METAL ROOF PANEL - f
' - TAoms.8.0
2-112'FOR M.
14 GA FRAMING• 10 GAUGE U-CHANNEL BRACE ��0,�;. )2���\O "I
FASTENED 2-1//•FOR FASTENED TO THE POST AND `�
2k2'Y2'18 GA ANGLE.CLIP 12 OA FRAMING RAFTER WITH(2)1l4'x 1'SOF9 TS RAFTER // S Ay \\
SECURE TO POSTAND - AT EACH END(4 PER BRACE)
�ONA`\\\
RAFTER WITH(4)1/4'x 1' -
SDP.,2 ON RAFTER,
2 ON POST - ROOF PANEL ATTACHMENT
N ToBwTE FOR VERRCAL ROOF PANELS) CAROLINA CARPORTS, INC.
e POIa
SST1/LEAN-TO RAFTER CONN.DETAIL BRACE SECTION
Not TO
Not To Sub 11/30R0
®BECHTOL ENGINEERING
Axa Trbnno,ba
'"'01010 SHEET30F!
NIPPLETO 3/16,
DBL.HDR. - TS RAFTER POST 6-LONG T9 NIPPLE
SECURE EACH WITH(4)1/4 x 1'
' SELF-DRILLING FASTENERS T9 TRUSSED RAFTER CHORD,
6'LONG TS NIPPLE OR NONSTRUX.HEADER
'LONG TS NIPPLE TS POST
SECURE EACH WITH(4)1gk1' T9 END POET OR p00R1
SELF-DRILLING FASTENERS Ire• SECURE WITH(4)1/4'xP WINDOW FRAME POST 2k2'x2'16 GA ANGLE CUP
• SELF-DRILLING FASTENERS SECURE TO POST(EACH SIDE)
- T9 BASEhVINDOW RAIL OR AND RAFTER CHORO/RAIL WITH
NONSTRUCTURAL HEADER (4)1/4'a1'SOPS,(2)ON TOP OR
T9 CONTINUOUS BASE RAIL BOTTOM,(2)ON SIDE
OUBLE TS HEADER NOTE:AT ROLL-UP DOOR
OPENINGS,POST SHOULD
9E FLUSH WITH MIL ENO.
TS POST G/16' NIPPLE TO
' DBL HOR. CLIP POSTTOMIL ONLY
3H6' NIPPLE 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
Not To Scale Not To'Scale J Not To Stele - 4 Not To9Wa
TS POST
p $ IPPL 0 Py
- ,rx2'x2'18 GAANGLE CLIP Evil TTO P
• SECURE TO POST ANO TOP OF WITH(4)1/4'x l'SDPs
T9 RAFTER POST HEADER,OR BOTTOM OF WINDOW
RAIUGIRT WITH(4)1/4'x 1'SOPS
(2)ON TOP OR BOTTOM,(2)ON S1DE
2'x2'x2'16 GA ANGLE CUP 1
SECURE TO POSTAND � I TS RAFTER POST
MFTER WITH I4)1/4'x 1' /-1,112'x 1.12'x2'18 GA CLIP TS NONSTRUCTURAL •
SOF1,(2)ON BOTTOM, AN.
SECURE TO HEADER NIPPLE TO 3N8'
(2)ON SIDE pOSTAND BASE MIL � BASE RAIL
WITH(4)1/4k1'SDFa, TS CONTINUOUS BASE RAIL
(2)ON TOP,(2)ON SIDE _
TS END P09T
T8 WINDOW MIL(OR GIRT
FOR VERTICAL SIDING OPTION)
Ts CONTINUOUS BASE RAIL I NON-STRUCTURAL HEADER,WINDOW
END POST/RAFTER CONN.DETAIL END POST/BASE RAIL CONN. RAIL,OR GIRT TO POST CONN.DETAIL POST/BASE RAIL CONN,DETAIL
Not To Scale 6 Not To Sceie I 7 Nol Ta Stela NaTo 6ulx
I NOTE
14 GA FRAMING I9 2-W x 2-tWTUBE STEEL(TSL
12 GAFRAKa a192.1R'x 2.1/4-TS.
'NIPPLES ARE&1N'x 2-1N'11 GA TS FOR 14 GA FRAMING.
' NIPPLES ARE r x 2'12 GA TS FOR 12 GA FRAMING.
TSPOST I,���IIIIIIIII/{//
' - 9E I Ib �(�SI:STINO,IN605
C.
1/4'x 1'SOP TS NONSTRUCTUML DE 2uuA 720 [
®12.O.C. HEADER Ce Smd.72
114'x 1'SOP ! �—
r 012.O.C. _
1�' CURTAIN 18 GA. i • .E.
Ii nS a ®}
L p\i I SWINGING DOOR i 1HIJ:8�B E%TERIOR
I (Size vsde3,sea plan)
I I � Innll
it O
ROLL-UP DOOR GUIDE TO POST. ;I TS POST CAROLINA CARPORTS, INC.
CONNECTION DETAIL
II
Not To Scala CURTAIN:28 GA.galvanized stool wM j i " SECTION 11nv1e
Eeked on epoxy pdmer S polyester lop met. I i A Not To Sob
®BECHTOL ENGINEER/NO m' RR NTS
I AND TESnNO,/na
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