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METAL CARPORT INSTALLATION PLANS AND DETAILS
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL MAXIMUM ANDNo.&DATE ALLOWABLE WIND SPEED FRAMING AND FASTENER SPECIFICATIONS
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS,INC. FL20717.1 ISO RECEIVU OCT 0 a Z917
26 Gauge AG Panel 10/13/18 - FOR CONSTRUCTION IN THE
STATE OF FLORIDA
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS,INC. FL20727.1 ISO
26 Gauge AG Panel 10/13/10 PREPARED FOR:
CAROLINA CARPORTS,INC.
-- ----EXTERIOR DOORS----- ---SWINGING-- --ELIAR.DOOR AND.METAL COMPANY - FL17998.3 139 P.O.BOX 1263
Sodas 402-14 09/07/15 -- -- - - --- ------ - -------DOBSON�NORTH CAROLINA-27017-- -
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5 170 PREPARED BY.,
Series 407 09/07/15 BECHTOL ENGINEERING AND TESTING,INC.
EXTERIOR DOORS ROLL-UP• ASTA INDUSTRIES INC. FL8888.1 180 605 WEST NEW YORK AVENUE
Model 203 05/31/16 1 DELAND.FLORIDA 32720
Certificate of Authorization No.00005492
- WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY,INC. FL12940.2 139
Model 100 VS - -OVO6116 -
WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1 180
Model 165 SH 08/05/16 GROUND ANCHOR SCHEDULE
TABLE 1 ULTIMATE WIND SPEED(mph) e q�
RAFTER FRAME,END POST,GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS 110 12 1130 140 150 160 170 180 (-109-0 3111
"
ST.LCCIE COC�TY BLU.D r'GEDIVISION
AVERAGE FASTENER SPACING 12 -WPM REVIEWED FOR C
14 30"Anchor
ON-CENTERS ALONG RAFTERS OR REVIENNIM BY
16 ,Detail lD o
MAXIMUM PURLINS,AND POSTS OR GIRTS DATE
WIND (INCHES) 18 F :. PL:1VS a\D P t\tIT DiUST BE KEPT ON JOB
ULTIMATE NOMINAL POST/RAFTER o
WIND SPEED WIND SPEED SPACING S 20 48'Anchor OR\0 I�SPECTIO\WILL BE MADE•
RISK EXPOSURE INTERIOR END ,9 E4 Detail 1c
CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS z 24
I IO TO 150 89 TO 116 5.0 6 '6 9 26
I C m 28 THE -'NSi D ALL PROPOSED WORK
Aft Et ANY CORRECTIONS
151 TO 180 117 TO 139 4.0 6 6 30 F ELD INSPECTORS THAT
CEB ARY IN ORDER TO THIS IS TO CERTIFY THAT THE CALCULATIONS AND
NOTES: 1.Specifications applicable t0 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing,or 18 gauge hat DETAILS 1C AND 10 SHOWN ON S f11 ALL APPLIOAILS CQNFCIFICATIONS HEREIN HAVE BEEN PREPARED BY
channel roof pudins. - UNDERSIONED PROFESSIONAL ENGINEER,AND
WIT2.Specifications applicable only for mean roof height of 20 feet or less,and roof slopes of 7't0 27'(1.5:12 to 6:12 pitch).Spacing ARE IN ACCORDANCE SECTION 1609 OF THE FLO I THE REQUIREMENTS OF
NG CODE,
requirements for other roof heights and/or slopes may vary. FIFTH EDITION(2014).THE PLANS ARE DA I VALID UNTIL
THE NEXT REVISION OF THE FLORIDA BUILDING
GENERAL NOTES: CODE.
1 THESE
PLANS
SINERTAIN ONLY
TO THE SR C U TURE.ICLUDIN MAIN
LOCAL ZONING NGREOUIREMENT SYSTEM.
CO MERESPONSIBILITY TSAND CLADDING,
AND
BASE RAIL ANCHORAGE.OTHER DESIGN ISSUES,INCLUDING BUT NOT LIMITED TO PLUMBING \\\\IIIII III/I//
ELECTRICAL,
CONCEALED FASTENERS OR ATTAC
2. THESE STRUCTURES AREDESIGNDASUTILnYISTORAGEBUILDINGS(RISKCATEGORY1)CAPABLEOFSUPPORTINGDEAL)LOADOFTHESTRUCTUREANDAPPLICABLELIVEANDWINDLOADS.IMPROVEMENTSNOTSPECIFICALLY ARE TNEAESFONSIBIURYOF ADDRESSED HEREIN,WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK BEC14TOL ENGINEERING AND TESTING.INC.,SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO bELAND..FLO I�
THE APPLICATION OF ADDITIONAL LOADS. .CONTRACTOADFRECORp
3. ALL STEEL TUBING SHALL BE 60 KSI GALVANIZED STEEL ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 012.14 x 314'SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER®W O.C.AVERAGE. -a
6. ALL FIELD FRAMING CONNECTIONS SHALL BE 012.14x314'SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER.ALL SHOP FRAMING CONNECTIONS BE WELDED, Fkdd.Lk. ° A
6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2600 PSI AT 28 DAYS.THE REINFORCING STEEL SHALL BE MINIMUM GRADE40. RL®wp,\0`,:��\��
T. BASE L GROUND ANCHOR RAI
CONCRETE OOTING MID/OR CONCRETE SLAB CONSTS: ONETRUCITHITION,EXCEPT AS SHOWN ON DETAIL6"OF EVERY POST AND ONE WITn1 E.SHEET E4 OF 6,WHERE BRY POST ASE ERAIIL IS FLUSON.AND BOTH H WITH EDGE DES OF IOF SLABS EGGROUNDNGS WHERE BASE LANCHOR SCHEDULE(THIS SHEET)OR SPECIFIC TYPE
IS ABSENT.GROUND ANCHORS ARE NOTREQUIRED OR AI
GROUND ANCHOR REQUIREMENTS,
8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252,OR SLEEVE ANCHOR MODEL HSA 1260.OR EQUIVALENT. CAROLINA CARPORTS, INC.
D. POSTIRAFTER BRACING:BRACE ON EVERY POSTIRAFTER CONNECTION,EXCEPT FOR END WALLS AND GABLE ENDS,
10. SLAB FOUNDATION SSGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 8 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION(2014)(FBC FIE 2014)-RESIDENTIAL AND SECTION 0/17
1016.1 OF THE FBC FE 2014-BUILDING. ®BECHTOL ENGINEERING e�,.. RR .�. NTa
AND TESTING,Ina
11. 14 GA FRAMING IS 2-1I2'x 2-1M'TUBE STEEL ITS).NIPPLES ARE 2.114'x 2.114'12 OATS FOR 14 GA FRAMING.12 GA FRAMING IS 2.114'x 2-114'TS.NIPPLES ARE 2'x 2'12 GA TS FOR 12 GA FRAMING. "'®TB "'G17001
'"'°'�TB SHEET10F5
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BOW FRAME RAFTER OPEN CARPORT-HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING-HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING-HORIZONTAL ROOF
ROLL-UPDOOR SWINGINGDOOR ROLL-UPDOOR SWINGINGDOOR
(Ae appll.ble) (A-aPpllrahle) (Ae-ppOc-de) (A-appllrabla)
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION — ""--TYPICACEND ELEVATION— ---TYPICAL SIDE ELEVATION----TYPICAL-END ELEVATION----
NOT TO SCALE NOTTOSCALE NOTTOSCALE NOT TO SCALE NOTTOSCALE NOTTOSCALE
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-UPDOOR SWINGING DOOR ROLL-UP DOOR SWINGING DOOR
_ - (As.ppOcahla) (Ae.ppllud.) (Aa.PPllud.) (/u.pPOuble)
—oil or
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOTTOSCALE NOT TO SCALE NOTTOSCALE NOTTOSCALE
NOTTOSCALE NOT TO SCALE
BOX EAVE FRAME RAFTER OT-Eff-CXRMRT-VERTICAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG-VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG-VERTICAL ROOF
ROLL-UP DOOR SWINGING DOOR ROLL-UP DOOR SWINGING DOOR
(Aa epplkahle) (A-eppll®ble) (A-app6uda) (Ae applluble)
ice'- ...�G"'�F rt__•�
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOTTOSCALE NOTTOSCALE NOTTOSCALE NOTTOSCALE
NOTTOSCALE NOTTOSCALE 11111111II
BECHTOLE 1 it p IN 6 1
SELANO,DAND,NEW NU
- O FLO A aaaa GNfkale olA
/
Ralaa-Be
-
CAROLINA CARPRT��,�INC.
File
Conv
TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION ' MOM
NOTTOSCALE NOTTOSCALE NOT TO SCALE BECNTOL ENGINEERING
AND MSM0,,0.
emww anshle-+u.eo Ikmn navp pose �-TB �'077007
"�'m TB SHEETR OF6
28 OA.GALVANIZED METAL RDOF PANELS FASTENED 28 GA.GALVANIZED METAL ROOF PANELS FASTENED 26 OA.GALVANIZED METAL ROOF PANELS FASTENED
TO RAFTERS WITH 012-14 x 3/4'SDPs WITH CONTROL To RAFTERS WITH NI2-14 i 3/4•SDF.WITH CONTROL
2 1 TO PURLIN9 WIT"tlf&74%3/6.80Fe WITH CONTROL
SEAL WASHER®AVERAGE B.O.C.SPACINpQ FA
3 BL WASHER®AVERAGE B•O.C.SPACING 6EAL HER
®AVERAGES'O.C.SPACING
2 13
Q3 4 �3 1.1/2'18 GAUGE FURRING 11
CHANNEL(PURl1N) e
2
24'iB GA U-CHANNEL BRACE 24'10 OA U-CHANNEL BRACE 4
FASTENED TO RAFTER WRH e FASTENED TO RAFTER WITH
$� (2)tl12.14x3/4'SDFe AT 3 (2)N12-14.3/4'SDR.AT 24'18 GA U-0HANNELBRACE
EACH END(4 PER BRACE) ' EACH END(4 PER BRACE) FA6TENE0 TO RAFTER WRH SEE
(2)012.14 x 3/4•SDF.AT TABLE T
"J 24'MAXIMUM MITER 6PAN ON SINGLE MFTEq '24'MA%GAUM RAFTER SPAN ON SINGLE RAFTER EACH END(4 PER BRACE) SHEET
AS
SH N ONTHIS SHEET 95E0 RAFTEq 4 .24'TO 30'—TER SPAN REQGIRES A TRGSSEO WIER
AS SHOWN ON TNI95HEET M SHOWN ON THIS SHEET '
Q 1 N 4 24—IMUM AFTER SPAN ON SINGLE MITER
N .24'TO 39 METER SPAN REQUIRES A TRUE—METER 1
O AS SHOWN ON THIS SHEET E
TYPICAL --- TYPICALINTERIOR'RAFTER/POST ---
INTERIOR -- y -- TYPICACBOW RAFTEROABCEENDFRAMINO PLAN—
NOTTOSCALE
RAFTER/POST FRAME SECTION-BOW FRAME FRAME SECTION-BOX EAVE-HORIZONTAL ROOF TYPICAL INTERIOR NOTTOSCALE
NOTTOSCALE RAFTER/POST FRAME SECTION-VERTICAL ROOF
NOT TO SCALE
i,111'iS GAUGE FURRING CHANNEL FASTENED
LENGTH VARIES DEPENDING ON LENGTH VARIES DEPENDING ON TO EACH RAFTER WITH(2)012-14 x 3I4-SELF-DRILLING
NUMBER AND SPACING OF RAFTERS NUMBER AND SPACING OF RAFTERS FASTENER SPACED NOT MORE THAN 4B'O.C.
n
e
BEE If 11 if
It 11
SEE
TABLE 1 TABLE 1
SEE SEE Sf1EEr
TABLET TABLET 6OF6 1OF6
SHEET SHEET 3
2 10F5 3 10Ffi 4 pp�
4 4 3
LEND VARIER DEPENDING ON NUMBER
TYPICAL RAFTER/POST FRAMING.PLAN-BOW FRAME TYPICAL RAFTER/POST FRAMING PLAN-BOX EAVE
TYPICAL �-BPACINOOFRAFTER9 TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOTTOSCALE NOT TO SCALE POST/RAFTER FRAMING PLAN-VERTICAL ROOF NOTTOSCALE
NOTTOSCALE '
—�— SEE
�--- _ TABLE 1 1-iQ`18 GAUGE FURRING CHANNEL FASTENED
OPENING FOR SWINGING SHEET TO EACH RAFTERGFURRING
Ni
DOOR WITH NONSTRUCTURAL T TOPS FULL B'WELD SPACED RWITH(248'O4X 34-SDF
HEADER a BOTH BIDES
6 e 4
1 A e 4 - 4 26 GA METAL ROOF
4 4 4 PANEL
1a W,%.OPENOiO
FORROUL PDOOR e 4
WITH STRUCTURAL 4
xEaDER 4
to NA%OPENViO iOR L'1'E1.DALL WEB
10'(TYPICAL) ROULUP DOOR WITH CONNECTIONS, TS RAFTER
NO".U--
e 4 4 4 1 4 4 —ER : 1 BOTHSIDES
OPENING FORWINDOWWITx ROOF PANEL ATTACHMENT
NONSTRUCIURALOWPAL TYPICAL
TYPICAL SIDE WALL OPENINGS FRAMING PLAN (A..od.�N:°Ym Emw:o i END WALL OPENINGS POST/RAFTER FRAMING PLAN OPTIONAL 24'-1"TO 30'TRUSSED RAFTER-BOW (ALTERNATE TG IG FOR VERTICAL ROOF PANELS)
NOT TO SCALE — NOTTOSCALE NOTTOSCALE.
-�—� BECHTO ImFIAy-`i},.E 4�1 CFf INC.
12 605 WEST 0 NUE
DEMO, d2720 •`b•
e FULL WELD 2' CWE. eo
2 BOTH SIDES
n 6 ;Q
Fe 2.1/4'FOR IN.
24`16 GA U-CHANNEL BRACE 2 12 GA FRAMING FIvl4.Lk14I :3e5 Tq
FASTENED TO RAFTER WITH 4 2.1Q•FOR
(2)N12.11 x 314'SELF-DRILLING 14 GA FRAMING
SCREWSAT EACHEND 6' ,� �'•O.�IDA •• \\\
(4 PER BRACE) - /// 4q `• \\
4 D 1 ; WELD ALL WEB 1BWUGEU-CHANNEL BRACE CAROLINA CAt��J $ INC.
CONNECTIONS, FASTENED TO THE POST AND
4 4 4 BOTH 61DE8 RAFTER WITH(2)#12-14 x 3V'SOPS
AT EACH ENO(4 PER BRACE)
ROOF EXTENSIONOPTION MAINSTRUCTURE BTANDMO LEAN-TO OPPON - •. W20/17
TYPICAL LEAN-TO OPTIONS FRAMING PLAN(BOTH OPTIONS SHOWN) OPTIONAL 24'-1"TO 30'TRUSSED RAFTER-BOX EAVE BRACE SECTION ®RECNTIOL ENGINEERING NTS
a
NOT TO SCALE (BOX EAVE RAFTER SHOWN,ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) NOTTOSCALE NM To 9rel. AND TESRNO,m TB ""017001
"""'m TB SHEET30FS
"E�VERY
1/T x MINIMUM 6'EXPANSION ANCHOR INSTALL//2•x MINIMUM 6'EXPANSION ANCHOR
GH BASE RAIL WITHIN B•OF EACH DRILL 6/6'HOLE THROUGH THE T WASHERS DRILL 618'HOLE THROUGH THE 2-WASHERS
UBOW PC
8T8 ALONG elOEe OR INSIDE THROUGH BABE RAIL WITHIN W OF EACH BASE RAIL AND SECURE TO
OTHER ENDWAL NGSIDES OR END RAFTER POSTALONG SIDES ANDINSIOE ANCHOR EYE WITH 107'OWAETER BABE WITH 11*DM TOECTIONS EVERY OTHER END WALL POSTALONG END THROUGH•BOLT BASE RAINUOU9 ANCHOR EVE WITH IROUGH1ETERTSCONTINUOUS
WALLSECTIONH BASE RAIL TXROUGH•SOLTBASERAIL
4'M2'MINIMUM MIN.e• TOP OF ASPHALT PAVEMENT
TOP OFAePHALT PAVEMENT
OR STABLE GROUND SURFACE OR.TABLE G=N.6.FMACE
MINIMUM 2-1/2'EMBEDMENT MINIMUM 2-1/2'EMBEDMENT -
EYEANCHOR
6/8
•ROD 48•LONG
• WITH B'HELU(
1 OR
6/.'ROD 60'LONG (SEE GROUND ANCHOR EVE ANCHOR (SEE GROUND ANCHOR
MINIMUM4' WITH 7'HELK SCHEDULE,SHEET I OF S. 616'RO030'LONG SCHEDULE,SHEET I OF 5.
AS APPLICABLE FOR REQUIRED ANCHOR) WITHDBL4'HELU( FOR APPLICABILITY)
20NOLITHIC CONIC.FOOTING(2600 PSI MIN.) CONTNUOUS P CONCRETE PAVEMENT
REINFORCED WITH 2 OWS CONTINUOUS
CONCRETE BASE RAIL ANCHORAGE 1B CONCRETE BASE RAIL ANCHORAGE BASE RAIL DEEP ANCHORAGE BASE RAIL ANCHORAGE
1A Nal To6Wa (OPTIONAL) Na To S.W. (OPTIONAL-OPEN CARPORTS ONLY v
Nol To Sul. Nol Ta Bub
DRILL 6/8'HOLE THROUGH THE 2-WASHERS 24'16 GA U-CHANNEL BRACE(5'TO T POST)
BASE RAILAND SECURE TO 45'18 GA U-CHANNEL BRACE IS TO 14'POST) ei
B'LONG T8 NIPPLE
ANCHOR EYE WITH IW DIAMETER TS CONTINUOUS BRACE ANGLE SHALL BE MIN.45'
THROUGH-BOLTECURE POSTx NIPPLE
BASE RAIL TO MAXMAK 6D'FROM HORIZONTAL NOS CREWS WITH(4)Al2-14x314'SOFY
REQUIRED
NIPPLETO 3116' NBOWBEND
RAFTER
6 GAUCHANNEL BRACE(5'TO TP ST)
TS RAFTER 6GAUCHANNEL BRACE(B'T014' DST) TSRAFTERPOST
/• - &72AX-80'F' BRACE AND.ROM�BE MIN.4W
RIZONTAL NIPPLE TO Y18'
BASE RAIL
[FOR
E GROUND ANCHOR TS CONTINUOUS BASE RAIL
MINIMUM4' EDULE,SHEET OF S. - 8'LONG T9 NIPPLE 6•
REQUIRED ANCHOR) SECURE POST TO NIPPLE WITH
(4)A72.14x3/3'SDPx 9 NGTSNIPPLE
SECURE RAFTERAND POST TO
CONCRETE 94' NIPPLE WITH(4)N12-14 a 314•
CONCRETE PAVEMENT 8 RAFTER POST TS RAFTER POST SELF-DRILLING FASTENERS
EYEANCHOR ��BOX EAVE RAFTER/POST DETAIL �1 BOW RAFTER/POST DETAIL �1 POST/BASE RAIL CONN.DETAIL
�1 CONCRETE BASE RAIL ANCHORAGE No1To6m1, 'B NOITOSaab Na1TaSole
NOITOSaIa (OPEN CARPORTS WHERE SLAB EDGE DIBTANCEDOESNOT ,
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL IS)
TSPOST
2'x2'xr 18GAANGLECUP
SECURE TO POST AND TOP OF BECHTOL @CTI LIQING ••
TS RAFTER POST HEADER,OR BOTTOM OF WINDOW 605 WESTN NUE
TRUSSED RAFTER CHORD, RA—IRT WITH(4)012-14 x 3W SOFe ORAND,FL
(2)ON TOP OR BOTTOM,(2)ON SIDE C4ANub oT S /�
0 NONSTRUCTURALHEAOER B 9
S END POST OR DOOR/ e O
WINDOW FRAME POST 2'a2�'1B GA ANGLE CUP
SECURE TO POST(EACH SIDE) I-1/2'a 1.1/Y aY 19 GA
CUPTENON , -
TSBASENlINDOWRAILOR AND RAFTER CHOROAiA1L WITH ANGLE SECURE TO STRUCTURAL Be
NONSTRUCTURAL HEADER (1)g12.14x3/4•eOFa,(2)ON �POSTANDBASERAIL HEAD FkXEe U. ,4' OAP
TOP OR BOTTOM,(2)ON SIDE WITH(4)012.14.3/4'SOFt,
NOTE:AT ROLL•UP DOOR (2)ON TOP.(2)ON SIDE- / 0///���•/// 00
�1
OPENINGS,POSTSHOULD TS WINDOW RAIL OR 003T '//, 4L N
BE FLUSH WIN RAIL ENO. (
CUP POST TO RAIL ONLY ON FOR VERTICAL SIDING OPTION)
SIDE OPPOSITE THE OPENING.
TS CONTINUOUS BASE RAIL NON—STRUCTURAL HEADER,WINDOW
POST TO RAIL,TRUSS CHORD,OR CAROLINA CARPORTS, INC.
NON-STRUCTURAL HEADER CONN.DETAIL �1 END POSTBASE RAIL CONN. � RAIL,OR GIRT TO POST CONN.DETAIL
4 Not To Scale Nat To Scxie
Not 7064a10 I 17
BECHTOL ENGINEERING m•• RR ..�. NTS
. --_ AND)E ma,0.
IS G170m
I_TB SHEET40F5
NIPPLE TO 3176-
OBL HDR T8 RAFTER POST 6'LONG TS NIPPLE
SECURE EACH WITH(4)W 2-14•Y4•
SELF-DRILLING FASTENERS
WILDING TS NIPPLE
•LONG TS NIPPLE
rRAFTER
ANGLE CUP SECURE EACH WITH ` TS POST
POSTAND (4)g12.14 x Y4' 1/6- SECURE WITH(4)N12-14 x Y4•
(4)qt2-14 x Y4' SELF•DRILUNG FASTENERS SELF•DRILLING FASTENERS
BOTTOM, TSBASERAIL
OST OUBLE TS HEADER
TS POST —Y19' NIPPLETO _
DBL.HDR.
Y15' NIPPLE TO
BASE RAIL
RAFTER POST/BASE
END POST/RAFTER CONN.DETAIL
RAFTER POST/DBL.HEADER DETAIL RAFTER POST/HEADER DETAIL BASE RAIL CONNECTION DETAIL
Not To Scala Not To Sale - Not To Settle Not To Sra14 -
t-1/1•x 1.11T x 2'16 GA CUP ANGLE
SECURE TO RAFTER POST AND TS RAFTER POST
GABLE RAIL WITH JSDFI. NIPPLETO Y167 B•LONG TS NIPPLE
TOP AND BOTTOM RAFTER SECURE WITH 141112.14 x 3//•SDFa Tx4'16 GA PLATE(ONE REQUIRED)
SECURE TO EITHER SIDE OF
TS RAFTER 12'LONG TS NIPPLE. POST/RAFFER CONNECTION
SECURE POST TO NIPPLE WITH(4)N12.14 x Y4'BDF'4.
1-t/2•x 1-1/2'F 2'16 GA CUP WITH(4)q12-/4 x YO'SDF's,. 2 ON POST,2 ON RAFTER
ANGLE SECURE TO RAFTER t-112•.x 1-1k•x Y IB GA CLIP TS LEAN•TO RAFTER
AND GABLE RAILWITH(4)N1244 x Y4'SOFA,2 ONTOP, SECURE TO RAFTER AND 2 ON BOTTOM RAIL WITH(4)Nt2.74 x Y4'CUP x GLE xT1BGA 2 ON TOP.2 ON B
CUPANOLE SECURE TO
RAFTER POSTAND GABLE 6•
RAIL WITH(4)412-14 x Y4•SDF%
2ON TOP,2 ON SIDE TS GABLE HAIL
' 24'18 GA U-CHANNEL BRACE(5'TO TPOST) 7?2'x2'19 GA
CUP
fi•LONG TS NIPPLE 4B•16 GA U-CHANNEL BRACE(6'TO 14'POST) SECURE TO POSTAND
T9 RAFTER POST SECURE pAFTERANDPOST TSGABLERAIL BRACE ANGLE SHALL BE MIN.45' RAFTER WITHRAF)N12.16x Y4'
TO NIPPLE WITH(4)912.14 x Y4- TO MAX 00'FROM HORIZONTAL 2O N POST
RAFTER,
SELF-DRILLING FASTENERS TS RAFTER POST 1 ON POST
GABLE RAIL TO RAFTER POST TS RAFTER POST
CONNECTION DETAIL GABLE RAIL TO RAFTER POST SIDE EXTENSION P
w OST/LEAN-TO RAFTER CONN.DETAIL
11A , tr0se RAFTERIPOST DETAIL ° Nat Tosale
CONNECTION-DETAIL N.tToSeat,
11B Not I
TS POST — \`\�P.7 R HeA
1 I BECHTOL E INO.AINB TESTING;{
g12.14 x 314.6DF T9 NON-SMUCTURAL 8a5 WEST NEW AVENUE 0.3863
®12'D.C. NEAOER DEIANO,FLOR 8 •:r
CuBllra 92
----- N12-14xY4•SDF ^ L• •;
rr-------------- G ITO.C.
11' CURTAIN IOGAL FThe-
M4 U U4N,P. '•;:c(ORIDP,.••'•
']] I I (sue SWINGING OR j INTFRIOB EXTERIO
7
� I
ROLL-UP DOOR GUIDE TO POST !, TBP°aT CAROLINA CARPORTS INC.
CONNECTION DETAIL '
Net To Scale CURTAIN:26 GA.galvanized steel wIth A SSE TION
V2 V17
baked on epoxy primer polyester top ooeL Not To Swle NTs
, ®BECHTOL ENGINEERI�
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