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FBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE rear E r
WIND SPEED RAFTER FRAME, END POST. GROUND ANCHOR ANO PANEL FASTENER SPACING SPECIFICATIONS
QA
APPROVAL PARTIALLY : 'AVERAGE FASTENER SPACING
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER EXPIRATION PH -CENTERS ALONG RAFTERS OR
No. $DATE OPEN ENCLOSED' .ENCLOSED
DATED POSTS
MAXIMUM' PURLINS, AND OR GIRTS
!STRUCTURAL COMPONENTS 041DSW - 180 ISO 180 - - (INCHES)
.ROOF DECK CAROLINA CARPORTS, INC: FL6596:1-R6
---�-�- -� � ULTIMATE � NOMINAL POST/RAFTER _
2@Gauge,AG. Panel-�' -� i2/1520 '- WIND :.
RISK 'EXPOSURE: WINDSPEM WIND.SPEED -SPACING INTERIOR END
STRUCTURALCOM.NNENTS ;STRUCTURAL WALL CAROLINA CARPORTS,INC. FL6702.1-R6 .03114/27 180 �180 1B0, CATEGORY. CATEGORY (MP)!Y' .(MPH) (FEET) pOSTSIRAFTERS POST. RS
266au90AG Panel 12L15/20 - -'
_ _..
S7RUCTURALCOMPONENTS ;STRUCTURAL WALL. CAROLS ACARPORTS,INC.. FL6702;3-R6 �03I74/27• ;NIA _164. qq3 fl0 TO 150 88 0 t 6 5.0 6 y; fi
_.
26 Gau a Dutch La Wall Pane) 12/15l20'°'<.
STRUCTURAL COMPONENTS FLOOD VENT, CRAWL SPACE DOOR. SYSTEMS, INC. FL29622.1-R7 0913022 'WA NIA NI, NOTES;-Q. SpeolTicalons applies eo26 gage metal roe}.anav+eltpane_ (astenaddiroctivW l____ 2or iq lauoe eeJlWletrdn�..�a8ti-
18x8 Flood Veri1 - 0214821 -
- - Seaga hat channel roolpud'ms.
" •� Z Speciftcatlons applicable only for mean roof height of 20 teat or less, and roof sbpeS of 7! Io2T° (1.612 to 6:12pilch):Spacing.
EXTERIOR DOORS :SWINGING ELIXIR'DOORAND METAL COMPANY FL17996.SR2 08/26125 'WA. .139 139. requirements roroth4r roof heights wdfor slopes ineYvary. '
D228121. - _. .- . _
GROUND ANCHOR SCHEDULE
WERIORDOORS _SWINGING XUXIRDOOR AND METAL COMPANY F67966.5_R2 ON1826. NIA 174 155 Series 4D7 ULTIMATE WINDSPEEDjmp6) METAL:CATiPORTIPISTALLATION"PLANS
- 022821, -
110 720 130, 190 150 160 170 '180 AND pETAILS AND FRAMING AN D:
EXTERIOR DOORS 'ROLLUP ASTA INDUSTRIES INC, �FLBBBQI-RB :121,31121 WA ISO,. 174 '12, - FASTENER -SPECIFICATIONS
- Modo12D311Y Max. Width) 02I09Y21 - -
EXTERIORDOORS 'ROLL•UP 'CAROLINA CARPORTS. _ FL188061-R5 _ 04/0527 NIA. 179 -. 154 14 Dela1D .FORCONSTRUCTION IN THESTgTE OF-FLORIDA,
Sfeal Roll Up Shea) DDor,(12' "..Width). 1?J1620 ..,' .. - . - -' d' 16 .. . .. ..
FL168062-R5, 0410527 WA: '180 ,18p �'
s EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. 8 • ��OOR:
tE
Sleelftll-UP Sheet Door -(8'Max. Width).-1211620 -. g .20._ CAROLINA -_.,INC,
.'4VAnche ... P.O. BOX.1263
- EXTERIOR.DOORS "ROLL -UP CAROLINA CARPORTS, INC. ;FL168083-R5 + . ."0527- NIA. 455' - 133 Z 22 ;DOBSON,:N_ORTHCAROLINA'Z7017
D�au1c
Steel RoIFUP Sheet Door-(1W Maz.Y?dth) 12I76120 - p 2REPARED BY.
EXTERIOR; DOORS - ROLL -UP CAROUNA CARPORTS, INC 'FL168084-R5 •04/0527- ;N/q_ ISO - 172: m 26 BECHTOL ENGINEERING AND TESTING; INC.
1211620 ..'
-Steel Ro0-UP Sheet Door-{10 Max INIdN) _ 28 Bp.pr 605 WEST NEW YORK_AVENUE
WINDOWS, SINGLE'HUNG MI WINDOWS AND DOORS FL17499,1-RS 16117/23 N/q 175 157 30 DELANDIFLORIDA;32720
Oda 1C
Model 185SH - 1127/20 [ - "' ,.. Certificate of,Aulhor®tion No. 00005492
- DETAILS IC AND IQ SHOWN ON SHEET- OF 6
1.DOORS AND ri4N60WS SHOWN MAYBESUOSTRUTED FOR nIFFER0IT PRPGDPT LiNE9 MI)MR;HODE45, PROV1tlEOlHEFgLIDiNNO CONDIjIOrS AttEp7ET;
A FROOUCT SHAL1,HAVEAVALI3 FBC PRODUCT. APPROVAL
. 0.C94POW5 ARE INSTA.4t1ACCORDING TOIViANUTACTUREFS WSTA"(ION RERtkiIEAfENFS. •• I.M. POSYY SPACINGFOR=Oi LM.IS'40'
2:FRAMING CONNE&IONS FOR ODOR AN0.WINDotN FRAMES fiETdAIN ti1E.SAME FOR SbRSbiV1Eb PNODUGTS.,HFIADER3 AND- Dow RAILS MAY BE. RAISED ORWINCRED AS?�CE6SARYTOACCON()bA1E.
SURSriTUTE13PRODIICT. -
GENERALAOTES
jTHE SE PLANS PERTAIN: ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM,OOMPONENTS AND CLADDING, AND BASERAIL ANCHORAGE OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO THIS IS TO CERTIFY THAT THE CALCULA71ONSAND mn
PLUMBING:.
ELECTRICAL; INGRESSIEGRESS,PROPERTY,$ET-BACKS,FINISHFLOOR ELEVATION AND SLOPE, OR OTHER LOCALZONING REQUIREMENTSARE-THE RESPONSIBILITY OF,OTHERS. '$PECffIGATibhs HEREJNHAvEBEENPREPAREOBYTHs'UN�
'2. TH,ESF,SiRUCTURES ARE DESIGNED AS NOMHABITABL E UTB.HYISTORAGEBUILOINGS'(RISK CATEGORY I) CAPABLEOF SUPPORTING DEAD LOADOFTHESTRUCTURE ANOAPPLICABLE UVEAND WIND LOADS, -IMPROVEMENTS . 'ACCORDANCE BROFESSIONALIREMEEFR;ANEcTlON
',NOT SPECIFICALLYADDRESSED HERE]WINCLUDIN,G DOORS,WINOOWS,OROTNERCOI.IPONENTS.NOT LISTED IN THE: FSCAPPROVED PRODLICTSLIST(1HL9 SHEET),AND NOT PROVIDED AND INSTALLED'BYCAROLINACARPORTS• ACCORDANCE6WNGITI CODE REENTH EDEION(202C), F.
•,INC.WHICHEXERT ADDITIONAL LOADS ON THESTRLICTURESHALL BE AT THE OWtLERS,RISfG BECHTOLENGINEERING AN67EST7NG:INC SHALLNOT BE RESPONSIBLE FORSTRUCTURAL DAMAGE OR FAILUREDUE30THE. A "'"- - '--
THE FLORID BUILDING CODE, SEVENTH EDITION (2020.,
APPCICATIONOF, AORITIONALLOA05:.-- --
ALL STEEL TUBING SHALL BE 50KSIGALVANIZED STEEL, ALL FASTENERS SHALL BE GALVANIZED OR STAINLESSSTEEL-ORZINC PLATED.
p, .ALL COMPONENTSAND CLADDING SHALL BE INSTALLED ACCORDINGTO MANUFACTURERS INSTALLATION INSTRLX)RON3, AND SHALL _MEET'nlE DESIGN PRES511RE5 REQUIREDBY TIIEFLORIDA BUILDING 99DE (FBC)ATT//E
,LOCATIONOF.THESUILDING WITHIN:THE STATE ORFLOWDA. - '- \t1iII I!II lI)2
. . _ .. . .
B, ALL FIELD FRAMING CONNEOTIONS,SHALL BE#12.14x,aWSELFORILLINGSCREWS WITHOUT.CONTROLSFALWASHEB.AL.L SHOP -FItAMING CONNECTIONSSHALL BEWELDED., �\ �--..R� 77
ws WES Q6 O•i TING INC,
8. CONCRETE SHALL HAVE A. MINIMUM COMPRESSIVESTRENGTH OF 2500 PSI AT 28 DAYS. THE :REINFORCINGSTEEL SHALL BE MINIMUMOBADE 40. CONCRETE SLAB FOUNDATIONS. SHALL BE REINFORCED,WITH.6X6-Vif AXW1A � LO � E F I•
'CONCRETE
IRE FABRIC.COMPLYING _WITH ASTM A 185, OR WITH SYNTHETIC. FIBER REINFORCEMENT COMPLYING WR)IASTM C7;'116.. ' O .. 38 r
-7• BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 67 OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUNDANCHORSARE,NOTREQUIRF-0 FOR CONCRETE FOOTING.
AND/OR CONCRETESLAS CONSTRUGTIONSEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIDTYPEGROUNDANCHOPREQUIREMENTS;
8., CONCRETEANCHORSSHALLBETAPCONRE0 FAD LDTI/2'x FOR EQUIVALENT OR WEJ-IT-TITE_MODELAT1252; ORSLEEVEANCHOR MODELHSX1260, OR EQUNALENY:. � f
. -. Fwriaa [YTa ATE n,T 1/�
9. POSTIRAFTER BRACING, BRACE ONEVE,RY POST(T?AFTER CONNEOTION,,.FJCCEPPFOR END WALLS. !��S 440RIDP-••'��I:'
10. SLAB FOUNDATION SUBGRADE SOILS' SHALL BE TERMITE TREATED AND COVERED WITHB;MILVAPORRETARDER PERSECTION R318.1 OFTHEFBCSEVEHTHEDfTION (2020)-RESIDENTIAL, AND SECT10N:7816.7 OF THEFBC 2 � INC.
SEVENTH'. EDITION{2020); BUILDING"MINIMVMALLOWABLEFOtINDATION.SOIL,CONTACTSEARING PRESSUREOF_2,000PSF ISASSUMED: " CQ►,k L'dXRPORTSy ,.
71. 14.GA F.RAMINO. 2:12' X 2-12' TUBE STEEL (TS) WITH`2-114' x 2-..114'-TS NIPPLES. GENERIC PLANS;FOR,VSE IN THE,STATE OF;FLORIDA..
12 GA FRAMING, 2-1/4' x 2-1W. TS WITH 2' x 2*TS NIPPLES. --
12. ENCLOSED AREAS REQUIRING: FLOOD OPENINGS. MUST HAVE -A MINIMUM OF TWO .(2)OPENINGS ON. EXTERIOR WALLS..OPENINGS:SHOULD BE: INSTALLED ON AT LEAST TWO (2)'SIDES OF ENCLOSED AREA,: WITH BASE OF ,BECNTOL,EN4gfNEERING --.mea `°_'•-:Nis
OPENINGS BET WITHIN I -FOOT OF THE HIGHER OF INTERIOROR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OFF.C A LOOD VENTS NOTED IN THE FBPPROVED PRODUCTS UST$HALL BEBASED ONONE(I I FLOOD VENT PER '�, . AND TM"N6ma �m „m..n�.G2Io0t
EVERYI305 SQUARE FEETOF ENCLOSED AREA,:SEE TYPICAL FLOODYENT FRAMING PLAN, SHEET 5OF 8.. - �^•' •°� ��'�..� -
_.. .. '•e'wT8 SHEET'I OF
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY BOCC
'BOW FRAME, RAFTER OPEN CARPORT - HORIZONTAL ROOF
BOW FRAME RAFTER ENCLOSED BUILDING -HORIZONTAL ROOF
BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF
- - -
TYPICAL SIDE ELEVATION
NOTTOSCALE,
-
TYPICAL END ELEVATION
NOTTOSCALE - - _ -�
FLOOD VENT(As,epp0au.)
TYPICAL SIDE ELEVATION
NOT TO SCALE - -
ROLL-UPDOOR SWINGRIGDOM
IAe ePN;'#e) (Aa PpPBa01.)
� n
TYPICAL END ELEVATION
NOT TO SCALE - -
ErvttPSEO LENGi VAPiES
TYPICAL SIDE ELEVATION
NDTTOSCALE - - -- -
ROLL-UPDOOR SWINGWGDDOR
(AS eppllaNe)(Aa apP1'.: We)
s � ( >i
ti%
TYPICAL END ELEVATION
NOT TO SCALE
BOX EAVE' FRAME RAFTER' OPEN CARPORT r HORIZONTAL ROOF
BOX EAVE FRAME RAFTER ENCLOSED BLDG _- HORIZONTAL ROOF
BOX EAVE FRAME'RAFTER UTILITY BLDG -HORIZONTAL ROOF
:..
.
TYPICAL SIDE.ELEVATION -
NOi TO SCALE -
\
TYPICAL END ELEVATION
- -
NOT TO SCALE ---
.. FLOOD VENT (Ad eppE bX,) -
x
TYPICAL SIDE ELEVATION
MOTTO SCALE. - - � - --
ROLL -UP DOOR SWINGING DOOR
Im eppa w.) .(A—PPfeeN.).
-TYPICAL END ELEVATION
NOTTOSCALE -
- _ _ -
TYPICAL SIDE ELEVATION
NOT -TO SCALE -
ROLL4)PDOOR ;SWINGING DOOR
(A-PPOMM)� (Ae app.ka[de),
_TYPICAL END ELEVATION
-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
- -'
TYPICAL SIDE ELEVATION
NOTTOSCALE - - -
TYPICAL END ELEVATION
NOT TO SCALE
FLOOD VENT (As appltanle)
TYPICAL SIDE ELEVATION. -
NOT TO SCALE
ROLL -UP DOOR SWINGING
. SWDOOR
(Asepplade) IMappuble)
-TYPICAL END ELEVATION
NOTTOSCALE -
ROLL-UPDOOR SWINGING fDOOR,
-ii
(AaDpkW.)- (As ) I- L
TYPICAL SIDE ELEVATION L.f i' li TYPICAL END ELEVATION
NOTTOSCALE b
PS Ft' H BFc.
._ _. _..
DEC f+I' NGINEERING AND I INDJNC.
DPswFsrNEwYowigYEen53
DELAgD� FID�DA 3zzttAF''
A.M.Th- Ins
ucEy<e '3§sias Rl0?..•' �'`�`
CAi20LWA CARPOkT$, INC
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
T ANDT28 .IM the - - .
) BECHTOL ENGINEERING
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
TYPICAL BOX EAVE RAFTER GABLE END, ELEVATION
TYPICAL 13OW.RAFTER GA13LE.END ELEVATION
NOT TO SCALE-
'NOT TD SCALE - --
-� mkb
^-�. NLS
NOTTOSCALE - - - -
—,I,
G270BI
— TB
SNEET2OFB
26 GA'. GALVANIZED METAL ROOF PANELS
FASTENED 70 RAFTERS PER MANUFAOTUREtZS
INSTALLATION INSTRUCTIONS
1a
TYPICAL
INTERIOR RAPTER/POST FRAME SECTION - BOW FRAME
NOTTO'SCKE
SEE
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER -.BOW
NOTTOSCALE
26 GAIGALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURERS
NSTAUATION INSTRUCTIONS
12
2.
4 �3
'.. TA•.16 GA U CHAT 'EL BRACE
FASTENED TO RAFTER WITH
(2) C 12-14 x 3!4' SDF% AT
EACH END (4 PER BRACE)
a N'eW(LL!ypyNAFTE%6PNi UNeWGIE RAf ikfl
p24.t0 3P RAFi tlt SPAN ACOU4tE5 A 1RU5_£O rtAFl ETt
Q 4S Slro'HN Ml iN691EET
TYPICAL INTERIOR RAFTERIPOST
FRAME SECTION - BOX EAVE- HORIZONTAL ROOF
NOT TO SCALE, -
SEE
TABLET
26 GA, GALVANIZED METAL ROOF PANELS
FASTENED TO PURLINS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
Wir 18 GAUGE FURRING,
11
' CHANNEL(PURLIN)
3
4
S -
'.
-34'78GAU-CHANNELBRACE
_
SEE
FASTENED TO RAFTER WRH
(2)012.14a3/4'SDFG AT
TABLE
tPt
EACH£ND(4PERBRACE)
SET
I4:MAxgtUU PN"iEA6PAR
0 8
�
p
0.N Iu1-LER4'fER
> TO}e 1UF1FA SPAx HEWRESAtHUSSEP HAFRn.
A65npWN ON iM4:bIQEi
;
,
--
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
TYPICAL INTERIOR
NDTTO,SCALE
RAFTERIPOST FRAME SECTION'- VERTICAL ROOF
NOTTO_SCALE
7-1/P 18 GAUGEFURRMG CHANNEL FASTENED
TO EACH RAFTER. WITH (2)kf2-14 x 3W SELFARIW_ NG
FASTENER
SPACED
NOT MORE
THAN 48'0.C:'"
9
4
SEE
,TABLE 1
SHEET'
1 OF6
LENG VARIES DEPEN094G ON NUMBER,
AND SPACING OF RAFTERS
TYPICAL BOX EAVE•RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
16 GA IYCHANNEL BRACE.
.4 .I FA
4
STENED TO RAFTER WLM
q . d (3) 612-14 t 314' SELF-DRI WNG.
TP .0PIN GF0A SCREWSATEACHEND
RQE4IDOtAA Wmf' - (4 PER BRACE)
4 NON'SIrzUCilBif .1 9.
a nE41iDt- 4 �' 1
;TYPICAL ROOF E%TEN810N OPRON MAIN STRUCTUR� L)I 1.1111/1, STANDARD
END WALL OPENINGS POST/RAFTER FRAMING PLAN TYPICAL LEAN-TO OPTIONS FRAMING PLA F{tOFIROT S',SHOI
NOT TO SCALE - -.. -.
NOT TO SCALE (BO%EAVc RAFTER SHOWN, ONLY STACtB -.,[1 L5 PPM TOBOW
24'16 GAUCHANNELBRACE (STO 7' POST), BECHLOL NGINEERING AND TES C:,I
GAP -CHANNEL ANGLES SHALL BE
6pg WEgT NEW)T)R%ATltasup8j3$s BRACE ANGLE DF1AN� R(IM32A
TO MAX: 45' FROM HORIZONTAL. -
FULL W WELD
BOTH SIDES
6• 2 � i I(/
4
D ALL WEB
CARQt'. UA CARPORTS, INC.
WEL,
caNNECTIONS, - ; ; ; GENERIC PLANS FOR USE IN THE STATE:ORFLORIDA
BOTH SIDES
Ulm srz6zI..
FREESTANDING BECkTOLENG/NEERWG
OPTIONAL 24'-7" TO 30' TRUSSED RAFTER - BOX EAVE a� �7 AND 7E9=46m
LEAN=TO,FRAMINGPLAN G21001
auaammea.erc�nomm*tau"wm.>fsmmwumn -
NOT TOSCALE - - � � � NOT TO SCALE -' -
"TM"TB•SHEET30F6
LA
LL 1/T a MINIMUM W TAPCON REDHEAD LOT INSTALL I2' z MINIMUM 6' TAPCON REDHEAD LOT '
OR OR 72'ah11NIM0M Sift EXPANSION ANDHO .ANCHOR DR12+x MINIMUM 5;1f2±E%PANSIO,NANCHOR DRILL 618`liOIETHROUGH THE 2'WASHERS DRILL B/fi•HOLE THROUGH THE TWASHERS
UGH BASE RAIL WITHIN 6'OF'EACH THROUGH BASE RAIL WITHIN B' OF EACH BASE RAIL AND SECURE TOBASERAILANOSECURETO
R POSTS ALONG SIDES AND EVERY END RAFTER POSTS ALONG SIDES AND EVERY END, ANCHOR EYE IVITH I/T DIAMETER '; TS CONTINUOUS ;ANCHOR EYE WITH TIT DIAMETER TS CONTINUOUS
POST ALONG ENDWALLSECTIONS .'.WALL POSTALONG END WALL SECTIONS THROUGKBOLTBASE2'MINIMUM NW:6'TOP OF ASPHALTPAVEMENT TOP OF ASPHALT PAVEMENTORSTABLE GROUNOSURFACE ORSTABLE GROUND SURFACEMINIMUM 2.12'EMDEDMENT. MINIMUM 2-12'EMSEDNT.. EYEANCHOR
.. '.. g8•ROD4 ONG:
IN
R -MINIMUM 4•.. ASWITH APPUH OR
e 6I8• ROD 6P.LONG .(SEE GROUND ANCHOR. EYE ANCHOR ISEEGROUNDANCHOR -
ELIX, 3CHEDUIG SNfE710F8„ :1d8'RODaO'LONG: _ 'SCHEDULE, SHEET OF O:
j''• •• .. ' CABLE FORAPi'LICASIUTYI ,WRH DSL 4_14ELIX. .. :FOR APPUCAB,IlRY)
�r—IT� CONFINUOU54`CONCRETE PAYEMENi- -
�MONOLffHICCONC; FOOTING (1500PSIMINJ - -----
REINFORCED WITN285SCONRN000S. '
CRETE`BASE' RAIL ANCHORAGE Y CONCRETE'BASE RAIL ANCHORAGE �1 BASE RAIL DEEP ANCHORAGE BASE RAIL ANCHORAGE
2T t ;(DPTfONAI.OPEN GI(tPORT50N1-Y)NO(TaSE
'DRILL 51V HOLETHROUGH;THE
BASE RAIL AND SECURE TO
ANCHOR EYE WRH 1P2' DIAMETER
- (SEEGROUNDANCiiol
MINIMUM 4` SCHEDULE SHFET 10
-''- _FOR REgt♦NEDANCFj[
CONTINUOUS 4'
CONCRETE PAVEMENT -
EYE ANCHOR
CONCRETE BASE RAIL ANCHORAGE
1E NoI TOt (OPEN CARPORTS WHERES RS EDGEDISTANCEDOESNOT
'MEETlAN...GE DISTANCE SHOWN N DETAIL IB)-
-TS END POST OR DOOR!
WINDOW FRAME POST
_TS BASEAVINDOW.R
NOTIR AT ROLL -UP DOOR
OPENINGS, POSTSHOULD.
BE FLUSH WTTN RAIL END.
CLIP. POST TO. RAIL ONLY ON
SIDE OPPOSITE THE OPENING,
END POST/BASE RAIL CONN.
'. •� - �Ndl Ta Sale _ ._- - .. _.
NOSCREWS
REQUIRED
IN BOW SEND
RAFTER
g �`^ WLONGTSNIPPLE,
.SECURE RAFTER AND POST TO
TSRAFTER POST NIPPLE WITH (4)#12.14. 314'
'_SELFDRILUNG FASTENERS'
BOW RAFTER/POST DETAIL
POST/BASE RAIL CONN. DETAIL.
am=
NON-STRUCTURAL HEADER, WINDOW
CAROLINA CAFtPOR7SF NC.,
r OGRT TO POSTCONN.'DETAIL
EVTEPATE OF FLORIDASUHS
BECUTOL ENGINEERING
AYD7ESTWQ ft.
oaum�ea«avcmi-uon+am.uaimwsmu
'mle
- NTs
- 021DOI
wew.oc'°°n _ . .. •- ..
"'c'm Te
I BHEET40F 6.
.
I
&END POST/RAFTER CONN. DETAIL �1 RAFTER POST/DBL. HEADER DETAIL
Nat Ta Scale - Nol 7o SCBto
1-M' x;1-ire x T 16 GA CLIP ANGLE
SECURETORAFTERPOSTAND
1-1? x i-Ur x 2' 16 GA CLIP
_ ANGLE SECURE TO RAFTER
AND GABLE RAIL WITH (4)
#12-14x 3)4-. Son.(2)ONTOP,
1-1?x1-1?x 2716 GA (2)ON BOTTOM -" -
CLIP ANGLESECURETO
RAFTER POST AND GABLE
rRAILVATH(4)#12-14x3)4'SDI T9 GABLE RAIL
(2),ON TOP,.(2) ON SIDE
TS RAFTER POST
GABLE RAIL TO RAFTER POST
&1 CONNECTION DETAIL
. �Nol TOScat4 ...
L" 2'
:2-114' FOR
2,vF FOR'
i4 GA FRAMWG
16 GAUGE U-CHANNEL BRACE
FASTENE0T0 THE POST AND
.RAFTER WITH (21012.14 x 314-SOPS
AT EACH ENO,(4 PER GRACE)
BRACE SECTION
•NUT6..- -
•.1-112•.x 1-10x 2'46 GA CLP ANGLE-!
SECURE TO RAFTER•MID GABLE'.
RAIL WITH(4)M2-14 13l4'SDF ,
(2) ON TOP,(2) ON BOTTOM
TO NIPPLE WRH (4) #12.14 i -1
'SELF-ORILLING FASTENERS
.TS. RAFTER POST
GABLE RAIL TO RAFTER POST
(1 CONNECTION DETAIL
� � 1U! �bt TOSog
1-1? 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WRH,(2)012-14 x W SO.F'
SPACED.NOT MORE THAN4fl O.C.
. 260A..METALROOF
(PANEL
TS RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
%.1 RAFTER' POST/HEADER DETAIL
'NobTo scale
SIDE EXTENSION
FTER/POST DETAIL
Na1T4 SCW
TS LEG POST TS LEG POST
TS RAILS TSPOSTS
4 6
4
TS6ASERAIL- 4-
1 4-
TYPICAL FLOOD
VENT FRAMING PLAN
NOT TO SCALE
SEE GENERAL NOTE No. 12, SHEET 1 OF 6.
t3)4' SDF's
TS NIPPLE
EACH WITH (4)#12-14 x 3k-
ILLING FASTENERS
-12 GA TS POST
-TS BASE RAIL
RAFTER POST/BASE
BASE RAIL CONNECTION DETAIL
Not To.Seale "
��POST / LEAN-TO RAFTER CONN. DETAIL
No1TOScab
•R•H•eF0
� �Q ,.•'tGENSjt-..
-CAROLINA CARPOR A ST ]111C.,
1C PLANSFOR USE IN THE STATE OF FLORIDA
o1117Yt021
BECNTOL ENG/NEER%NG mLp -Nrs
AM17,178RNO,t
a.m.u.a�'o�wnu.mwmwxun.emmc
®'0 "'-G21DO1
-TB I
'BHEETS OFB
'VERTICAL SIDE OPTION
TYPICAL PMURAFTERiGIRT FRAMINGPLAN
NOTTOSCALE
1309 ffiAVE FRAME RAFTER ENCLOSED I BLDG - VERTICAL
RTICAL SIDES BOX EAVE FRAME RAFTER U.tIUTy. BLDG - VERTICALSIDES
SWINGING DOOR •ROLL-UPIMOR SWINGING DOOR,
(As aOP�able1. (As avWkabfe.); (A,aWklb). (M'
ERciosLo
TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION 13EC WgMDTi$71M
-NorTgerALE NOTJO SCALE.IE NPTTQPCALE- 2 1
CAROLINA CAR
e.FKIrRl(' P1 Aid-qVnP I lqr 1KI