HomeMy WebLinkAboutEngineering FBC APPROVED PRODUCTS LIST
METAL CARPORT INSTALLATION PLANS AND DETAILS
APPROVAL MAXIMUM AND
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No.8:DATE ALLOWABLE FRAMING AND FASTENER SPECIFICATIONS
WIND SPEED
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS,INC. FL20717.1 180 FOR CONSTRUCTION IN THE
26 Gauge AG Panel 10/13118
STATE OF FLORIDA
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS,INC. FL20727.1 160
26 Gauge AG Panel 10/13/16 PREPARED FOR:
CAROLINA CARPORTS,INC.
—ECTERIORDOORS —SWINGING -ELIXIR DOOR AND METAL-COMPANY —FL47996.3 139 P.O.BOX-1263 - —
Sedes 402-14 09/07/15 DOBSON,NORTH CAROLINA 27017
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.8 170 PREPARED BY:
Series 407 09/07/16 BECHTOL ENGINEERING AND TESTING,INC.
EXTERIOR DOORS ROLL-UP ASTA INDUSTRIES INC. FL88BS.1 180 605 WEST NEW YORK AVENUE
Model 203 05/31/15 DELAND,FLORIDA 32720
Certificate of Authorization No.D0005492
_ _.WINDOWS_ ___ ___ _ _ —.SINGLE HUNG_____ POCAHONTAS ALUMINUM COMPANY,INC_--FL129402---- -- _ 139
Model 100 VS 01/O6I16
WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1 180
Model 186 SH 08/05/16 GROUND ANCHOR SCHEDULE
TABLE 1 ULTIMATE WIND SPEED(mph)
RAFTER FRAME,END POST,GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS 1110 120 130 140 150 160 170 180
12
AVERAGE FASTENER SPACING 14 110"Arlclwr
ON-CENTERS ALONG RAFTERS OR w 16 Datr)8 tD
PURLINSIMUM ,AND POSTS OR GIRTS
WIND ULTIMATE NOMINAL POS�RAFTER (INCHES) 20
461 Anlvk
RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END � 2Y uDt�i 1t3 '
CATEGORY CATEGORY (MPH) (MPH) (FEET) INTERIOR
POSTSIRAFTERS o P4
110 TO 150 89 TO 116 5.0 6 6 26
C m 28 FAw AAcktar
151 TO 180 117 TO 139 4.0 6 6 130 Ublpll lr THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN
PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER,AND ARE IN ACCORDANCE
NOTES: 1.Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing,or 18 gauge hat (JUA LS IQ AND 1 D 411OWN ON 8HE6T 4 OF 0, WITH THE REQUIREMENTS OF SECTION 16090E THE FLORIDA BUILDING CODE,FIFTH EDITION
channel roof puriins. (2014)•THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA SUADNG CODE.
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 plich).Spacing
requirements for other roof heights and/or slopes may vary.
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, BECHTOL ENGINEERING AND TESTING,INC,
ELECTRICAL,INGRESSIEGRESS,PROPERTY SET-BACKS,OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 605 WEST NEW YORK AVENUE
DELAND,FLORIDA 32720
2. THESE STRUCTURES ARE DESIGNED AS UTtUTY/STORAGE BUILDINGS(RISK CATEGORY I)CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS.IMPROVEMENTS NOT SPECIFICALLY CeMloato of AathoreaDon No.6492
ADDRESSED HEREIN,WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK.SECHTOL ENGINEERING AND TESTING,INC.,SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO
THE APPLICATION OF ADDITIONAL LOADS.
Dl9haII,/4V eB e/'TI.-8
3. ALLSTEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. Thomas R BC'CI11ol eedrtoI
Date M1703.17 IW7:39-04W
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. Thames Bmhtoi,P.E.State of Fhr80,Umnm No.3853B
S. ALL FIELD FRAMING CONNECTIONS SHALL BE 012-14x314'SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER.ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED, am.�a,.e�nne�emmiaae„,,°,�.�agaiy Halue rn,umem xia'6'
ebm+vummmv mammmm+,Nwu,a.mae,awve W,bwn malto
8. CONCRETE SHALL HAVE q MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.THE REINFORCING STEEL SMALL BE MINIMUM GRADE 40,CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 8X8•Wi,4XW 7,4 WELDED
WIRE FABRIC COMPLYING WITH ASTM A 185,OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.
7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6'OF EVERY POST AND 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 ANDIOR CONCRETE SLAB CONSTRUCTION,EXCEPT AS SHOWN ON DETAIL 1E,SHEET 4 OF S.WHERE BASE RAIL IS FLUSH WITH EDGE OF SLAB.SEE GROUND ANCHOR SCHEDULE(THIS SHEET)FOR SPECIFIC TYPE
GROUND ANCHOR REQUIREMENTS. p�
B. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-fT ANKR-TTrE MODEL AT125Z OR SLEEVE ANCHOR MODEL HSA 1260.OR EQUIVALENT, CAROLINA CARPORTS, INC.
a, POSTIRAFTER BRACING:BRACE ON EVERY POST/RAFTER CONNECTION,EXCEPT FOR END WALLS AND GABLE ENDS.
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,AND SECTION NTT
1816.1 OF THE POO FE 2014-BUILDING. �BECHTOL ENGINEERING M* RR Nrs
AND/EenN0.Nc.
°f'°Ta Y0i C17DOI
11. 14 GA FRAMING IS 2-12'x 2-12'TUBE STEEL(79).NIPPLES ARE 2.1/4'z 2-114'TB FOR 14 GA FRAMING,12 GA FRAMING 13 2.1/4`z 2.114.75.NIPPLES ARE 2'x 2"TS FOR 12 GA FRAMING. "^tea`to I
�.SHEET 1 OF 8
t
BOW FRAME RAFTER OPEN CARPORT-HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING-HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING-HORIZONTAL ROOF
!" ROLLINPDOOR SWINGINGDOOR ROLLLPDDOR SWINGINGDOOR
(As applicable) lAa spp2mNa)- (As appllr dW) (As epp"mble)
s s
- e,xLosaD Dx vn"sa -
TYPICAL SIDE ELEVATION _ TYPICAL END ELEVATION —TYPICAL SIDEELEVATION TYPICAL ENDELEVATION --—TYPICAL-SIDE ELEVATION— TYPICAL-ENDfLEVATION—- —NOT TO SCALE 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
ROLL-UP DOOR SWINGING DOOR RDLLiIP DOOR SWINGING DOOR
W.pPlimbb)
SEDLFADTR4AT
1 _
-3
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOTTO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO 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
ROLL.-UP DOOR SWINGING DOOR ROLL.UPDODR SWINGING DOOR
(A90pp8mb4D)l (A.. I."), (As app5mblo) (As opplImble)
gdg
-9,
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT 70 SCALE
NOT TO SCALE NOT TO SCALE
BECHTOL ENGINEERING AND TESTING,INC.
605 WEST NEW YORH AVENUE
DELAND.FLORIDA 32T20
CoruOmb of Aut kWloa No.5JB2
Thomas R Bechtol
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Tla 48NWd.PE..SW o1 Fbrbq Ll—NM 3857E
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CAROLINA CARPORTS, INC.
TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION morn
NOT TO SCALE NOT TO SCALE NOT TO SCALE �BECHTOL ENGINEERING nn.r NR -wn NTS
AND TE=Na BK
aon.e�n�owoYmva ap Wfmu moor>rn -.ora 7B "" G17001
SNEET2OF5
26 GA.GALVANIZED METAL ROOF PANELS FASTENED ?T2;i
A.GALVANIZED METAL ROOF PANELS FASTENED 28 GA.GALVANIZED METAL ROOF PANELS FASTENED
TO RAFTERS WITH N12.14 x 3/4'SOFB WITH CONTROL AFTER6 WITH N12-"x 314' D!E WITH CONTROL TO PURLJNS WITH 972-14 x 3/4'SDFb WITH CONTROL
SEAL WAS HER
®AVERAGE 6'O.C.SPACWC�2 L WASHER®AI CIE B'O.C.SPACING 12 SEAL WASHER®AVERAGE C 0.C.9PgCINO
03 1-112'18 GAUGE FURRINGCHANNEL(PURUN)2A'18GA U-CHANNEL BRACE 4'16 GA U-0HANNEL BRACE4/ FASTENED TO RAFTER WRH ASTENED TO RAFTER WRH
(2)N1'2 14 3/4-SDFs AT )012-14 x 314'SDP.AT 24'16 CA U-CHANNEL BRACEEACH END(/PER BRACE) ACH END(4 PER BRACE) 9 FASTENED TO RAFTER WITH SEE(2)N12-14 x 3/4'SOFs AT TABLE I
FILpl lthrh lN1EACH END(4 PER BRACE) 6HEET
'MFH kuk,glf;pOF5ICNrH Rd11HIR IM'IIFi:141IAIIAF)i61'Ae74Id J11/9V10114Ei 1!(AI 06 A'xllf-'Ff.D 010 vA
Ci AIt 411IkV I LW U ps 91NY 1' t
----fYPICAL INTERIOR•RAFTERIPOST — -- - m — - — -- ---
INTERIOR RAFTERIPOST FRAME SECTION-BOW FRAME FRAME SECTION-BOX EAVE-HORIZONTAL ROOF - TYPICAL BOW RAFTER GABLE END"FRAMING PLAN-— —--
NOTTOSCALE - - NOT TO SCALE TYPICAL INTERIOR NOTTOSCALE
RAFTERIPOST FRAME SECTION-VERTICAL ROOF
NOT TO SCALE
1-Ire 18 GAUGE FURRING CHANNEL FASTENED
LENGTH VARIES DEPENDING ON LENGTH VARIES DEPENDING ON TO EACH WAFTER WITH(2)N12-14 x 3/4'SELF-DRILLING
NUMBER AND SPACING OF RAFTERS NUMBER AND SPACING OF RAFTERS FASTENER SPACED HOT MORE THAN 4B'D.C.
°
SEE SEE
TABLE 1 TABLE 1
SEE SEE SHEET SHEET
TABLET TABLET I OF 6 1 OF S
SHEET SHEET ] €
] 10F5 ] 10F5 ♦ C31
♦ a
LENG VARIESDEPENDING NUMBER
AND SPACING OF RAFTERS
TYPICAL RAFTERIPOST FRAMING FLAN-BOW FRAME TYPICAL RAFTERIPOST FRAMING PLAN-BOX SAVE TYPICAL TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOTTOSCALE NOTTOSCALE POSTIRAFTER FRAMING PLAN-VERTICAL ROOF NOTTOSCALE
NOTTOSCALE
SEE
TABLE 1 I.1/2'1B GAUGE FURRING CHANNEL FASTENED
OPENING FOR SWINGING SHEET TO EACH RAFTER WITH(2)N12.14 x 314'SOF
DOOR WITH NONSTRUCTURAL 1 1 OF 6
FULL 6-WELD SPACED NOT MORE THAN 46'0.C.
HEADER s BOTH SIDES
/-28 GA.METAL ROOF
d ♦ n { PANEL
to RNtoPEHWO e d /
FOa ROLL-6P WOR
WITH STRYCItANL d d 6
r+FAOER utux OFENIw Foa ��
10'(TYPICAL) RpLLyv D—RYmm WELD ALL WEB
to d ] ° y N0f1aTR11DTA4tAL ' CONNECRDNS, TS RAFTER
HEADER BOTH SIDES
6 d 1 0 \ d d a d A A, ♦
oPEN°q FOR"I—wRH ROOF PANEL ATTACHMENT
N°N-51Rw�uwu-tewDCR TYPICAL (ALTERNATE FOR VERTICAL ROOF PANELS)
TYPICAL SIDE WALL OPENINGS FRAMING PLAN Ww,moevlwmSva/w wl END WALL OPENINGS POSTIRAFTER FRAMING PLAN OPTIONAL 24'-ia TO 30'TRUSSED RAFTER-BOW NO1TD Scab
NOT TO SCALE NOTTOSCALE NOTTOSCALE
SECHTOL ENGINEERING AND TESTING,INC.
605 WESTNEWYORI(AVENUE
t2 DELAND.FLORIDA 32720
s COHBksInol Auft&D 1°n No.5492
FULL 8'WELD 2'
BOTH SIDES Thomas R Becht0l pp"°J1pni°b"""ag1'tlib1
2 \ t] rZ77
62.111'FOR Thous Via•P•E..StateI FisH0.Lberme Na 38530
ZV 16 GAU-CHANNEL BRACE 2 12 GA FRAMING 2.17FOR FASTENEDTORAFTERWRH SCRE-t4x EACHLF-0R0.1W0 id GA FRAMING SCREWSATE) END(4 PER BRACE) CAROLINA CARPORTS, INC.
16 GAUGE U-CHANNELBRACEdd FAWITHEO TO THE POST MID
RAFTERWITHH ND(4 xRDT7AC
AT EACH END(4 PER BRACE)
FWFDaENSDN0Pn0N WAIN87RUCTURE STANDARD IEAKTOOPIgN 1p ardwir
TYPICAL LEAN-TO OPTIONS FRAMING PLAN(BOTH OPTIONS SHOWN) BECNTOL ENGINEERING RR NTS
OPTIONAL 24'-1°TO 30'TRUSSED RAFTER-BOX EAVE BRACE SECTION AND TESTN,
or AV be
NOT TO SCALE (BOX EAVE RAFTER SHOWN,ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) NOT TO SCALE Nw To Sb mruta moo,m�o.aqu,mxt®,snme mma ..>m T8 " GIT001
SHEET30F5
INSTALL 12'x MINIMUM 5'EXPANSION ANCHOR NSTALL 12'x MNIMUM S•EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 8'OF EACH
DRILL 518'HOLE THROUGH THE BA Y WASHERS IX"
SE MIL AND SECURE TO 2•WASHERS
THROUGH BASE RAIL WITHIN e-OF EACH BASE RAIL AND SECURE TO RAFTERUBOW POSTS ALONG SIDES OR INSDE
RAFTER POST ALONG SIDES AND INSIDE ANCHOR EYE WITH 12'DIAMETER
WALLS OTHER END WALL POST ALONG F187 EVERY OTHER END WALL POST ALONG END TS CONTINUOUS ANCHOR EYE WITH 12'UG43ODIAMETER TS CONTINUOUS
WALL SECTIONS WALL SECTIONS THROUGH-BOLT BASE RAIL THROUGHAOLT BASE RAIL
[4"MIII Y MINIMUM MNL.S• TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT
_ OR STABLE GROUND SURFACE OR STABLE GROUND SURFACE
MINIMUM 2-12'EMBEDMENT
MINIMUM 2.12'EMBEDMENT ! EYE ANCHOR
SNB'RODWIT LONG
WTilf Vl 6•HELIX
OR
1 518'ROD 60'LONO liillfS OROUN!Y AtICl YS2 EYE ANCHOR (Pd'C(aTIPA1IU M{:�fOR
MINIMUM 4' WITH THELIX, I)CllE011LIJ.:.d11 7't Ol'G, S78'ROD 30'LONG C1tillCUl71.SEDHHIi1'I CB'B.
',litl AS APPLICABLE I�3IYHOOVIIt11U AIVt11rJ19) WITH DBL 4•HELIX 1'OIt APPLPOAfilll'!)
ONOLRHDCONC-FOOTNGPWPSIM27J — — L(SEE NOTE
OF EPAVEMENT _--
REWORCEDWRH10/SYCONfN000S (SEE NOTE 6,SHEETf OF 6)
(SEE NOTE 6.SHEET 1 OF 5)
CONCRETE BASE RAIL ANCHORAGE CONCRETE BASE RAIL ANCHORAGE C BASE RAIL DEEP ANCHORAGE BASE RAIL ANCHORAGE
�A Not To 6tab (OPTIONAL) Not TO Seat (OPTIONAL.OPEN CARPORTS ONLY) Not ToSde Iu
Not To Sub
DRILL SW HOLE THROUGH THE 2'WASHERS 2P 16 GA UCHANNEL BRACE(S.TO T POST) _
BASE RAIL AND SECURE TO de'10 GA U-CHANNEL BRACE((F TO fd•POST) T9 BOW RAFTER 6'LONO T8 MPPLE
ANCHOR EYE WITH I2•DIAMETER T9 CONTWUOU9 BRACEANGLESHALLBEMIN.65' bECURE POST TO NIPPLE
THROUGH-BOLT BASE RAIL TO MAX.80'FROM HORIZONTALS NO SCREWS WITH(4)tl13-14x37d•60Fb
REQUIRED
NIPPLE TO 3116' IN BOW BEND S• r
RAFTER
'16 GA UCHANNEL BRACE(5'TO T POSi)
T9 RAFTER 48'18 GA UCHgNNEL BRACE(8'TO 14'POST) TO RAFTER POST
' !' �• BRACE ANGLE SHALL BE MM.46'
• TO MAX.6D'FROM HORIZONTAL NIPPLE TO�--3--/1--8--'(�}}��
• � (t3ER OUGUNII A.AIOH9(t g. a BASE RAIL a
N CJ11i011LB,SIfS(i'T 1 OP 9. T9 CONTINUOUS BASE RAIL
•• 0.1MBAUM 4• ((1R{tLOUl:il'.[},U41'.IIG11) 6'LONG TBHIAPLE 3•
SECURE POST TO NIPPLE WITH
14)012-141314'SDFe S' �ILONGTS MILE
SECURE RAFTER AND POST TO
CONTINUOUS d' NIPPLE WITH(4)N12-14 x 3µ'
CONCRETE PAVEMENT TS RAFTER POST T9 RAFTER POST SELF4)R611NG FASTENERS
(SEE NOTE 6,SHEET 1
EYEANCHOR BOX LAVE RAFTERIPOST DETAIL 28 BOW RAFTER/POST DETAIL POST/BASE RAIL CONN.DETAIL
CONCRETE BASE RAIL ANCHORAGE N ITeBmb NwTeseb f""T°s"°
�E WITo Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 18)
rs Posr BECMTCL ENGINEERING AND TESTING,INC.
605 WEST NEW YORK AVENUE
TO P O DELAND,FLORIDA 32720
SECURE TO
SECURE SAND OUPTOPOF Cwdfkato a AuNorhelbn No,6492
OM
TS RAFTER POST HEADER,OR BOTTOM OF WINDOW
TS TRUSSED RAFTER CHORD. RABIGIRT Wth1(4)M12.14 E 3f4•SDFa
OR NONSTRUCTURAL HEADER (2)ON TOP OR BOTTOM,(2)ON SIDE DI0t&Wlf8nA06yTtm R
TS END POST OR DOOR] Thomas R Bechtol 8MIt01
Datm2017.00.17 IOAI:3BH W
WINDOW FRAME POST 2W'xY 16 GA ANGLE CUP
SECURE TO POST(EACH SIDE) 1.112'x 1.12'x Y 1B GA CUP TS NONSTRUCTURAL Th—WOW,P.E..Stet°of Fiwidm Lk—No.38538
TS BASEMINDOW RAIL OR AND RAFTER CHORDIRAILWITH AN.
SECURETO HEADER 1N.mnro.e:ndsrmr b•h .+�•••�N1tm�m RowelPE
NONSTRUCTURAL HEADER (4)W7214x 3M•6DF'd,(2)ON POST AND BASE RAIL
pOm mldeaM.NYwn wydpm.y,.u.,h,saogl®a
TOP OR BOTTOM,(2)ON SIDE WITH(4)912.14 x,V4'SDP., aY•amam,amaMexnWa•
(2)ON TOP.R)ON SIDE "'m'°°"'v`I°°'°'t'w'pm.,e...m.e°.•b..e..•..le.
NOTE:AT ROLL-UP DOOR
OPENINGS,POST SHOULD
BE FLUSH WITH RAIL END. TS WNDOW RAIL(OR GRT
CLIP POST TO RAIL ONLY ON FOR VERTICAL SIDING OPTION)
SIDE OPPOSITE THE OPENING
TO CONTINUOUS BASE RAIL NON-STRUCTURAL HEADER,WINDOW CAROLINA CARPORTS INC.
POST TO RAIL,TRUSS CHORD,OR � END POSTIBASE RAIL CONN. /� RAIL,OR GIRT TO POST CONN.DETAIL '
4 NON-STRUCTURAL HEADER CONN.DETAIL No1To iTe f Mar°sib
Notro Style B20/IT
BECNTOL ENGINEERING RR NTS
ANDranND,mc
Te a c17001
' —TBI SHEET4OF5
'L
NIPPLE TO 3/16'
DBL.HDR. TO RAFTER POST
41ELF-_D
' TS NIPPLE
EACH WITH(4)012-14 r 314'
RLING FASTENERS
e'LONG TO NIPPLE
YrY#'16 GA ANGLE CLIP SECURE EAGH WR/I 'LONG T9 NIPPLE TS POST
SECURE TO PoST AND (4)d12-14 x S+4• 1g• SECURE WRH(4)W72.14 x 3/4'
RAFTER WITIi Id)R12-id r 3+4' 6E1F4)R611NG FASTENERS SELF-0RI11N0 FASTENERS
SDFe,12)ON BOTTOM.
12)ON SIDE
i&BASE RAIL
TS HEADER
__ TS END POST
TO
NB'PLETO — — ---
DBL.HDR.
6* NIPPLETO
\BASE RAIL
END POST/RAFTER CONN.DETAIL RAFTER POST/BASE
RAFTER POST/DBL.HEADER DETAIL RAFTER POST/HEADER DETAIL BASE RAIL CONNECTION DETAIL
Not TO Scale 8 Not To Scob NmTo gob I Not To Scab
r1.11Y x 1.1fY r 2'i6 GA CLIP ANGLE
/ SECURE TO RAFTER POST AND
TS RAFTER POST
GABLE RAIL WITH(4)012-14 x 314'SO F
TOP AND BOTTOM NIPPLE TO 3fi8' GLONO TO NIPPLE
RAFTER SECURE WITH(4)512-74 x314•SDPb 2,4.16 GA PLATE REQUIRED)
SECURE TO EITHER SIDE OF
T9 RAFTER 12'LONG TS NIPPLE. POSTIRAFTER CONNECTION
SECURE POST TO NIPPLE WITH(4)#l2.14 x 3f4'SOF..
1.1P2'x 7.12'x 2'18 GA CUP WITH(4)012-14 r 7/4'SDF'e.
20N POST,2 ON RAFTER
ANGLE SECURE TO RAFTER 1.12'x 1-Irr z Y 16 GA CUP ANGLE TO
LEAN-TO RAFTER
AND GABLE RAIL WITH(4) SECURE TO RAFTER AND GABLE
012-14 r 3/T BDFe,20N TOP, RAIL WITH(4)012.14 x 3/4•SOFb.
JrC�LIP
12'rt-11YzY iBGA 2ON BOTTOM 2 ON TOP,2 ON BOTTOM o
ANGLE SECURE TO
ER POST AND GABLE9•AIL WITH(41012-14 x 314'SDFe
20N Top,
SIDE TS GABLE RAIL
2A'16 GA U-CHANNEL BRACE(S TO T POST) �211 11131 ANGLE 0.W
6'LONG TS NIPPLE 48.16 GA U-CHANNEL BRACE(8'TO 14'POST) SECURE TO POSTAND
TS RAFTER POST SECURE RAFTER AN PoeT T6 GABLE RAIL BRACE ANGLE SHALL BE MIN.45' RAFTER WITH(4)ER, r 3/4'
TO NIPPLE WITH(4)012.14 x 314' TO MAX 60'FROM HORIZONTAL SOF'e,20N RAFTER,
SELF-0RILUNG FASTENERS TS RAFTER POST 2 ON POST
GABLE RAIL TO RAFTER POST _TS RAFTER POST
CONNECTION DETAIL SIDE EXTENSION POST!LEAN-TO RAFTER CONN.DETAIL
11A No,Tu3tab GABLE RAIL TO RAFTER POST RAFTER/POST DETAIL
CONNECTION DETAIL I< N EFRU `J Natias�eb
11B naTnsae
}• POST _;..�;� BECHTOL ENGINEERING AND TESTING,INC.
IS 605 WEST NEW TORK AVENUE
DELAND,FLORA 32120
Ce IIkMe MAWwiftatlon Na.6492
p12.14 x 314 SDF TS NONSTRUCTURAL
DIY O.C. HEADER
Dloealy ilpned 6TTMmssR
—T— Thomas R Bechtol 6emtel
- 912.14 z 3/4'SDF Data:20174141710Ati6-0111e
012.O.C.
1�' CURTAIN 1B GA i� Thanae BechNI,P.E,SIeRaFbrbe,Lkmu0 No.36676
>� 1Maen6se aemdmamxab.4^N egaerbebYlxmm� Rae P.E� maa.oitl 4xvaempmem�nYgE4W aA}aEm.PMe4oq+,a
I � abaoonmenml emeWe4.t enmGwm,moon abaaa^a^^�ao
SWINGING DOOR @11E814B FJRERb
I
(Shn rorba,eeo obn) ; R
_ I
I
I
O
I
ROLL-UP DOOR GUIDE TO POST1'___TSPOST CAROLINA CARPORTS, INC.
CONNECTION DETAIL
Net TO Sob CURTAIN;28 GA.BaNOnked Steel wtth A Oakeo on a e ® SECTION-
62 17
pory Prtr 8 Pye6br by cal NotTOSwW TOL ENGINEERING My
GI?O(AND MS7N be
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