HomeMy WebLinkAboutBuilding PlansRAFTER WITH (4) 012.14 x W4•
SOP%(2) ON BOTTOM.
(2) ON SIDE
OR
- 2'x42 10 GAPIATE
SECURE 70 EACH SIDE OF
IS END POST POSTRIAFTER CONNECTION
WITH I (4) 012.14 x 3F4• SOPS.
(2) ON POST. (2) ON RAFTER
OEND POST/RAFTER CONN. DETAIL
Nol Sc61a
� 1.112' x M122 x 2' 10 GA a, �n evn ma
CLIP ANGLE SECURE TO
RAFTER POST AlA GABLE
RAILWRH(4)at2.14id'C SOF" IS GABLE RNL
(2) ON TOP. (2)DN S
TS RAFTERPOST
GABLE RAIL TO RAFTER POST
NN COECTION DETAIL
11A Na 7o sca'o
2.114' FOR
12 GA FRN.IINO
2.1R' FOR
14 GA FRAMING '
10 GAUGE U�CIIANNEL DMCE "
FASTENED TO THE POST AND RAFTER YATII (2) a12.14 x OR' SDFS
AT EACIIEND (d PER OAACE)
BRACE SECTION
Nol T080%
HERS
RAFTER POST/DBL. HEADER DETAIL
' Nol TO Scale
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
11B :HdTosa'4
t•1/2' 16 GAUGE FURRING CHANNEL FASTENED
TO EACH WIER WITH (2) 012.14 x 014' SDF
SPACED NOT MORE THAN 46' O.C.
26 GA. METAL ROOF
PANEL
TSHAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Nol To Scolo
0• LONG IS NIPPLE
us, I —SECURE WITH (4)N12•Nxyd'
SELF -DRILLING FASTENERS
�— —72 GA DOUBLETS HEADER
D/10' NIPPLE TO
DOL. HDR:
RAFTER POST/HEADER DETAIL
a Nat To Swto
NIPPLETO J/f0' /WELONG'
SNIPPLE
RAFTER SURE lY1TH(4)a12.11x S'4'60Fs
12' LONG 75NIPPLE.41LE
SECUREPOST 31 NIPPLE
WITH (4) a12.1/ it G'd' SDFo_,
W LONG IS NIPPLE
SECURE EACH WITH (4)012•14 x 314'
SELF -DRILLING FASTENERS
/ -- 12 GA IS POST
J `
/--TS BASE RAIL
RAFTER POST/BASE
BASE RAIL CONNECTION DETAIL
Not To Swlo
IS RAFTER POST
2'x4' 10 GA PLATE (ONE REQUIRED)
SECURE TO EITHER SIDE OF
POSTIMFTER CONNECTION
WRH (4) att•N xOlC SDFe,
(2) ON POST, (2) ON RAFTER
AU•CIIANNEIBRACE TOTPOST) -2'x2'xl' 16GAANGLECLIP
U•CIIANNEL BRACE (S TO 14' POST) SECURE TO POST AND
BRACE ANGLE SHALL OE l.110"! METER WITH (t) at2-14 a 314'
TO H.AI. FA• FROM HORIZONTAL (2) ONIf/ SOPS. POST METER
TS RAFTERPOST (2) ON POST
SIDE EXTENSION !1 POST / LEAN-TO RAFTER CONN. DETAIL
�� RAFTERIPOST DETAIL v NmTesLaro - -
a
SEE GENERAL N61 F No. 12, SHEET I Of a.
Apr,,
fob ( I'AN ••'I�BTJyO, INC.
cN r C
AZ�
FOR ••' . FLOR��•'�C�`�—
��SSiOI10
NPV
FBC APPROVED PRODUCTS LIST I TADLEI
RAPTERFRAME,'ENDPOST,
MAXIMUM ALLOWABLE GROUNDANCHORAND,PANELFASTENERSPACINGSPECIF/CATIONS
WIND SPEED _
QA
ENTERS ALONG RAFTERS OR
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
APPROVAL
No. & DATE
EXPIRATION
DATE
OPEN
ENCLOSED
PARTIALLY
ENCLOSED
RISK-
CATEGORY
WIND
EXPOSURE
CATEGORY
ULTIMATE
WIND SPEED
(MPH)
NOMINAL
WIND SPEED
(MPH)
MAXIMUMLINS,
POST/ RAFTER
SPACING
(FEET)
AND POSTS OR GIFTS
(INCHES)
PINTERIOR
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
26 Gauge AG Panel
FL0590.1•R5
10/10/17
04/05/27
180
180
180
/RAFTERS
END
POSTSIRAFTERI
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
26 Gauge AG Panel
FL6702.1•R5
10/10117
C3/1427
I80
180
100
1
C
IIO TO 150
89 TO I- 10
5.0
0
6
151T0180
117T0139
4.0
p
�5
STRUCTURAL COMPONENTS
FLOOD VENT
CRAWL SPACE DOOR SYSTEMS, INC.
16x0 Flood VON
FL208223
05116/1D
O9/0120
NIA
'NIA
NIA
NOTES: 1.'Spoelfioellons o Iloahto Io 20 ou o metal roof end wall panels fastened directly l012 or 14 eugo slant lutes tram! w 18
pp 0 9 p g Jlg,
gauge hat channel roof purllns:
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
Sales 402-14
0119118 R7
0120/18
09f1420
WA
139
136
2. Specifications epplicablD only for moan roofheighl of 20 fool or loss, and roof slopes of 7• to 271 (1.6:12 to 6:12 pitch). Spacing
requirements for other roof heights and/or slopes may vary.
G 9
EXTERIOR DOORS
SWINGING,
ELIXIR DOOR AND METAL COMPANY
Series 497
0119118 •R1
6129no
09f1420
NIA
485
147
GROUND ANCHOR SCHEDULE
METAL CARPORT INSTAL -1
ULTIMATE WIND SPEED p
(m h
EXTERIOR DOORS
EXTERIOR DOORS
WINDOWS
EXTERIORDOORS
EXTERIOR DOORS
EXTERIOR DOORS
Worts;
ROLL -UP
ROLL -UP
'
SINGLEHUNG
_
ROLL -UP
UP
ROLL -UP
ROLL -UP
ASTA INDUSTRIES INC.
Model 203(12'Mex. Width)
CAROLINA CARPORTS, INC.
Stool Roll Up Sheol Door (12'Max. Width)
MI WINDOWS AND DOORS
Modal 185 SH
CAROLINA CARPORTS, INC.
Steel Roll -Up Shoot Door -B' WFde"
CAROLINA CARPORTS, INC.
Slaoi Roll -Up Sheol Door •f0'WJde
CAROLINA CARPORTS, INC.
Steel Roll -Up Sheol Door• 16' Wida
_ -
FLOSOB.1•RS
f0107/17
FL16808.1•R4
06110110
FL17490.1•RS
03127/10
- -
FL10806.2•R4
06/18119
FL16808A•R4
00110110
FL10808.3•R4
00/18110
12/31120
-
11/1120
10117123
11/11120
'1111120
.1111120
NIA
WA
NIA
NIA
WA
WA
180
158
176
ISO
180
155
174
130
167
16D
172
133
- - --- -
12
14
� 10
jE 18
0 20
022
p 24
m 26
28'�p"�,n��,��
30
110 120 130
140
150 160
VO 180
TION PLANS
AND DETAILS AND FRAMING AND
FASTENER SPECIFICATIONS
FOR CONSTRUCTION IN THE STATE OF FLORIDA
PREPARED FOR:
CAROLINA CARPORTS, INC.
P.O. BOX 1203
DOBSON. NORTH CAROLINA 27017
PREPAREDBY.'
BECHTOL C•NGINEERING AND TESTING, INC.
605 WEST NEWYORK AVENUE
DELAND, FLORIDA 32720
CorUncalo of Authorization No. 00005492
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ON SHEET
4 OF 6
1; 00clisA:N Svtit:DOPia 5!IOV%t!I:A'!e[Sli!s711Ufl:UFC!f u'ii!ICtlI rFUnit.'-r rINES J:IL•Cit line,','S. rnGY Wen uJE rr:4 LC,,:,tJD c@:CniJ :: ^. rnf•, t.!J:i
A I'ROCUCI 511P:11r1VE.5V.V IV FL•�f•iiCU'JCI,V'rlt0\'/.I•
a C(M1rnJJrt:,i6t.!iEIJJ;.IMIr.1l�CC(`RU:ttA 7r11,1a1:11rf.C:1)i.l'H�!;1?'[i•J(A!t0:7 RItL:li!.!i :1I5
7.I'IVIMING CUl YILCIICIJS FOR r0As11n51t1U1Ln PRODUCTS, FIC-Af)Cliti:�•lU lYti:)U1'l IL:r1S!.N'i L'F:IVd:�rU(_1it{G'.1'iltl'11 A5 rIE_CE:SNIY 10'ACCUJ.!GDAJB
SHIIN11r, Ur6UrR000Sr, _
GENERAL NOTES:
j, 711ESE 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 SETBACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
2, '111E6[e 311TLJCTURC:SAfiEU l�rJEDASNVt(d(AUffAOLE UT0.111r510IL1GE UUfIi)IRGS(IJISK CA ikGfi}:YI)UAPAHLEOFtSIJYPOIi1Rfu[cADIO.AUOF i!IESHU1CTllitEidlU'i-Pf't.iCAItLEIiVE ANL1 ylItID LO:}•�S-;MPROVEMENIS
tJO I' SI+L C1FiC.Al11' AODRESSEO I IE)TEUJ. ItiClUDItIG DOORS. 1Vit:001'JS. OH O11IER CGl.1POtJf:NT S FJCi LIST UU III i mE FnC %winiavEo FRODUCTS I i51(1 FRS 51 IEEI ), MITI i:O T PROViDEI)ANU INSTALI EU BY CAPOI IrIA CARFQHrS.
I:TC., YlIIICtI E%F.(tr A0DI110Y.Al,I.00.05ON TIIE.STf?i1C7URF SHALL /!EAT THEf7fR18R'SRISK 111:01701 F:NGUIL•ERINC. AtlDTESIItJG,it!(;.SI!fll NOT DE RESPON:yBLF FOH STRUO7URA. DAl,9-GE OR FAIL URE DUE I Of fir
,'-Pill ICA71ON OF ADDITIONAL LCADS,
3, ALL STEEL TUBING SHALL DE50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANI2ED OR STAINLESS STEEL.
4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHAL.LL!F:fa HUE T:[:SIfiN('ILE55U7+.FS IiEQUIiiF:U RY Iff6FLftitl0.A UUJLhiNG CI)OL'(PBC)AT' Till!
LOCAT 1071 Or Tt IB,RUILOING WITHN II II! STAID OF FI CRIDr1.
5, ALL FIELD FRAMING CONNECTIONS SHALL BE 1112.14 xW4'SELF DRILLING SCREWS WI I I IOIJ I CONIROLSEAIVIASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.
6. CONCRETE SHALL HAVEA MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL DE REINFORCED WITH 6X6-WI AXW1 .4
WELDED WIRE FABRIC COMPLYING WITH ASTM A 105. OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.
7, BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN W OF EVERY 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. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS.
S. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT I2'x5'OR EQUIVALENT OR WEJ•IT ANKR-TITS MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT.
9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS.
10. SLAB FOUNDATION SUBGRADE SOILS SHALL DE TERMITE TREATED AND COVERED,WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE RIC SIXTH EDITIO14 (2017) - RESIDENTIAL, AND SECTION.1816.1 OF THE FBC SIXTH
EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED.
11. 14 GA FRAMING: 2.112' x 2.10 TUBE STEEL ITS) WITH 2-1/4' x 2-114' TS NIPPLES.
12 GA FRAMING: 2.1f4' x 2-114' TS WITH 2' x 2' TS NIPPLES.
12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OFTWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLETON AT LEAST TWO SIDES OF ENCLOSED AREA, WITH BASE OF
OPENINGS SET WITHIN 1 -FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE FBC APPROVED PRODUCTS LIST SHALL BE BASED ON ONE (1) FLOOD VENT PER
EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6.
THIS IS TO CER71FYTHAT 711E CALCULA7I0SAIID
SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE
UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN
ACCORDANCE IYITH THE REWIRE!AENTS OF SECTION IM OF
THE FLORIDA BUILDING CODE, SIXTH EDITION (20M. THE PLANS
ARE VAUD UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING
CODE.
BECtfTT,Q�WfiQ(NNl 1�TIG%U7 E3iINO.INC.
E11Wpi_ dRJDA 3272- p
two.05
SI ONNI--
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
BECHTOLENGINEERING r DV1a20
~•- AND 70817NO, Ina "�" mAb NT5
BOW FRAME RAFTER OPEN CARPORT • HORIZONTAL ROOF
TYPICAL SIDE ELEVATION
NOTTOSCALE
TYPICAL END ELEVATION
NOT TO SCALE
BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF
WNW —
TYPICAL SIDE ELEVATION
NOTTOSCALE
TYPICAL END ELEVATION
NOTTOSCALE
'BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL ENE) ELEVATION
NOTTOSCALE
TYPICAL BOW RAFTER GABLE END ELEVATION
NOT TO SCALE
BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF
FLOOD VENT(As pPpr-,W.) IIOLL•UP DOOR SVANGINO DOOR
(Ns Pppr-bW) (A, ePP)IaeLW)
i
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF
FLOOD VENT(M opp`callo) ROLL -UP DOOR SWINGING DOOR
(N oppkwa ) (As.PPlkallo)
� d
ay
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT 70 SCALE NOT TO SCALE
RM SAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOTTOSCALE NOT TO SCALE
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE "
B_ OW FRAME RAFTER UTILITY BUILDING - IORIZONTAL ROOF
ROLL•UPOOOR SWINGINGDOOR.
(As nW=bto) (As appncatlo)
_ r ZSJJ—+r t
Eft D 1 Q 1
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOTTOSCALE NOT TO SCALE
BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL-kobF
�13IL1L1731f.UL.li7l/-•StY3;
TYPICAL SIDE ELEVATION
NOT TO SCALE
ROLL -UP DOOR SWINGING DOOR
(As apNlc.u.) (As nPplk&O)
�7 J
TYPICAL END ELEVATION
NOTTOSCALE -
BOX-EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF
°
ENfTS5E0 LERCTRVIWESa
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
ROLL -UP DOOR SWINGING DOOR
(As appacaV.)- (A$ oW"bl*)
t
=a
. tiles
TYPICAL END ELEVATION
NOTTOSCALE
INC.
CAROUWAvl,'4WORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
VSW) __/ BECNTOL WGINEERlNO
/..P-.ate I ANUTESRN4"
28 Of, GALVANIZED METAL ROOF PA24ELS
FASTENED 70 RAFTERS PER hW.'UFACTURER'S
INSTALLATION INSTRUCTIONS t2
TYPICAL
INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME
NO710SCALE '
OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW
NOT 70 SCALE --
TYPICAL INTERIOR RAFTER/POST
FRAME SECTION - BOX EAVE - HORIZONTAL ROOF
NOT TO SCALE' -
SEE
TABLE I
SHFFT
J FASTENED TO RUIEL BRACE
FASTENED TO RAFTER VA1H
(211212.14 AJ14' SOP, AT
`EACH END (4 PER BRACE)
ta1!_�. v1[.0 ltu 5�ytc:14';Wt t,W ttlt
�a21' 10 "JI'Ral 1[rt 51`I•t1Al[.'Jt:t L.11r:J�7CPlt+' ICtI
TYPICAL INTERIOR
.RAFTERIPOST FRAME SECTION - VERTICAL ROOF
NOT TO SCALE'- "
f•1/2' 16 GAUGE FURRING CINULNELFASTENEO
70 EACH RAFTER WITH (2) 012.14 F V' SELF•DRILLING
FASTENER SPACED NOT LIORETI W148. O.C.
6'
4
SEE
TABLE 1
SHEET
1OF8
LEND VMIES OEPENOINOON NU I.IBER
ANO SPACING OF RAFTERS
TYPICAL
POSWRAFTER FRAMING PLAN - VERTICAL ROOF
NOTTOSCALE -'
TYPICAL
Iwur eAlenslun unlun
END WALL OPENINGS POST/RAFTER FRAMING PLAN
TYPICAL LEAN-TO 01
NOT TO SCALE -
NOT TO SCALE (BOX
24• IB GA U`CHANNEL 13RACE(5'TO TPOST)
40' LDGA U•CHANNEL BRJACE(U TO W POST)
BRACE ANGLE SHALL BE MIN. JO'
TO MAX. 46' FROLI 140FUZONTAL -
FULL G' WELD
BOTII SIDES
e•
2
WELD ALLWE0
2,
CONNECTIONS.
BOTH SIOEB
FREESTANDING
OPTIONAL 24'-1"TO 30' TRUSSED RAFTER- BOX EAVE
LEAN-TO FRAMING P
NOTTOSCALE
NOTTOSCALE
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOTTOSCALE
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOT TO SCALE .
2,P 10 GA U•CI IANNEL BRACE
FASIENEDTO RAPIER WIIII
(2) 012.14 4 V4' SEIF•DR1111N0
SCREWS AT EACI I END
(4 PER BRACE)
I.IAINSTRUCTURE
LEAN-TO
SEE
i DOOR
HEADER
BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES
ROLL•UPDOOR SWINGING DOOR
(As applieWo)- (As appfieaNa)
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOTTO SCALE
GIRTS
(Tmlad)
im
Is
1=112' 1S GAUGE FURRING CHANNEL FASTENED TO - ('OPENING FOR SWINOINO DOOR
EACH RAFTER VAIN 121912.14 v Gad• SFLF.RRILLINC J WITH NONSTRUCTURAL HEADER.
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oI��I
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LENGINVAMESDEPEUMMINWER
ARDSPAWGIOMFIERS
TYPICAL POST/RAFTERIGIRTFRAMING PLAN
NOTTOSCALE - -
I
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL -SIDES
-a•
muo ronrvrA¢s
TYPICAL SIDE ELEVATION
NOTTOSCALE '