HomeMy WebLinkAboutConstruction Plans; CarportsFBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE TABLE 1
WIND SPEED RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICA77ONS
CIA
PRODUCT CATEGORY SUBCATEGORY MANUFACTURER APPROVAL EXPIRATION PARTIALLY AVERAGE FASTENER SPACING
No. & DATE OPEN ENCLOSED ENCLOSED ON-CENTERSS,A ALONG RAFTERS OR
DATE MAXIMUM PURLINS,ANO POSTS OR GIRTS
STRUCTURAL COMPONENTS
'ROOF DECK
CAROLINA CARPORTS, INC.
26 Gauge AG Panel
FL6596.1-R6
121T520
04105/27
180
180
180
RISK
WIND
EXPOSURE
ULTIMATE
WIND SPEED
NOMINAL
WIND SPEED
POST /RAFTER
SPACING
(INCHES)
INTERIOR
-
END
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL6702.1-R6
03V14127
ISO
180
ISO
CATEGORY
CATEGORY
(MPH)
(MPH)
(FEET)
POSTS/RAFTERS
POSTSIRAFTERS
26 Gauge AS Panel
1211=0
I
C
110 TO 150
89 TO 116
5.0
6
6
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
26 Gauge Dutch Lop Wall Panel
FL6702.3-R6
1211620 "
03114127
WA
164
143
151 TO I-
117T0939
4.0
6
6
STRUCTURAL COMPONENTS
FLOOD VENT
CRAWL SPACE DOOR SYSTEMS, INC.
FL29022.1-R1
09/30122
WA
NIA
WA
NOTES: 1..Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube 1rarning, or 18
ISO Flood Vent
0228121
gauge halchannel roof purrms.
EXTERIOR DOORS
.SWINGING
ELIXIR DOOR AND METAL COMPANY
Series 402.14
FL17996.34T2
02126/21
08/2626
WA
139
130
2. Specification. appll-ble only for mean roof height of 20 feet or less, and roof slopes o17' to 27' (1.5:12 to 6:12 pitch).. Spacing
requirements for other roof heights and/or elopes may vary.
GROUND ANCHOR SCHEDULE
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-R2 0811925 NIA 174 155 ULTIMATE WIND SPEED (mph)
Series 407 022821
110 120 130 140 150 160 170 180
EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FUBS88.1-R6 12I3121 WA ISO 174 12
Model 203 (12' Max. Width) 02JO921
94 so a a, or
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC, FLIGBD6.1-R5 041D527 WA 179 154 16 Delsll lD
Steel Rol Up Sheet Door (IV Max. Width) _
1�.
EXTERIOR DOORS ROLL -UP �.CAROLINA CARPORTS; INC. FL16800.2-R5 0410527 WA too 80 18
Steel Roll -Up Sheet Door- (S' Max. Width) 12/16/20 20 43°Ar ho,
EXTERIOR DOORS ROLL -UP -CAROLINA CARPORTS, INC. FL16S06.3-R5 04/0527 WA 155 133 Z - 22' D1ds81C
Steel Roll -Up Sheet Door- (16' Max. Width) 12/16/20 9 24
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL76806.4-R5 04/0527 WA 180 172 ce 26
Steel Roll -Up Sheet Door- (10' Max: Width). 12JTWP0 28
WINDOWS SINGLE HUNG MI WINDOWS AND DOORS F1.17499.1-R8 1011723 NIA 175 157 30
Model 1B55H 1127120
NDjj[ps. DETAILS 1CAND 1D SHOWNON SHEE
I.000R9 ANO N1HIDOWS 6IIDWN'MAY eESUP8T1TUlE0 FOR UIFFEF(E1{j PROgUGj 11HE8.l1NdOR M00E45:f POVIPL�ItEFOILOWINGC01alf! NSAF�NET- - -
ARiWUGT�1ALL lE t AVALe1FCCFIYDWCTARniWAI. '
B, COl11'ONENT6 ARE INSTALLE-0ACCOROMG T O MANUFALTURERS NSIAl1/f11Ut! IEEOIWI(.NENTS. '^ NAAWUU POS7 SPACING FOR WTGt LAP IS 1G'
2. FRAMING CUNIECTIDNS FOR DOOR AND WINDOW FRAIESREMAIN THE SAME FOR SUIISIIIUTEO PR]DUUIS.,WDETSANUW?RXWIRAILSNAYDERA44EUctiLDWE. As NECE5SNIYTOkl MoaATB
SiM15TITUTT-D PRODUCT.
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 LIMITEDTO
PLUMBING, ELECTRICAL, INGRESSIEGRESS, PROPERTY SET46ACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONINGREQUIREMENTSARE THE RESPONSIBILITY OF OTHERS.
2, ;THESE STRUCTURESARE DESIGNED AS NON -HAD ITABLE(/TIUTYiSTORAGE BUILDfgGS(RISK CATEGORY 1) CAPABLE OF•SUPPORTINGDEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS.IMPROVEMENTS
NOT SPECIFICALLY ADDRESSED'HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FSC APPROVED PRODUCTS LIST (THIS Slfigi AND NOT PROVIDED AND INSTALLS IBY.CAROLI" CARPORTS.
I JICHNXERT pIDIIT�LNA`L LOADS ON THE ST{iUCTUl7[SHALLDEAT THA C OWNQ?B RISK. BECHTOLENOINEERING ND TESTNG,INCMA .SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAGE OR FAILURE DUE TO THE
APPL'
3, ALL STEEL TUBING SHALL BE 60 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL OR ZINC PLATED.
4, ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MELT TIfE DESIGN PRESSURES REQUIRED BY THE FLORIDABUILDINO CODE (FOC)AT TIIE
LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA.
5, ALL FIELD FRAMING CONNECTIONS SHALL BE 012-14x314°SELF DRILLING SCREWS WITHOUT CONTROL SEALS WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.
6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6XO-WI AXW1 .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 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.
8. CONCRETE ANCHORS SHALL BETAPCON REDHEAD LOT 12' x 5" OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT7252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT.
9. POST/RAFTER BRACING: BRACE ON EVERYPOST/RAFTER CONNECTION, EXCEPT FOR END WALLS.
10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SEVENTH EDITION',(2020) -RESIDENTIAL, AND SECTION 1816.1 OF THE FSC
SEVENTH EDITION (2020) -BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED.
11. 14 GA FRAMING: 2-1/r x 2-12' TUBE STEEL (TS) WITH 2-1M' x 2-1/4' TS NIPPLES.
12 GA -FRAMING: 2-IW x 2-1/4' TS WITH V 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
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) ROOD VENT PER
EVERY 306 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING WIN/SHEET 5OF 6. -
�Ifi_40_z
METAL CARPORT INSTALLATION PLANS
AND DETAILS AND FRAMING AND
FASTENER SPECIFICATIONS
FOR CONSTRUCTION IN THE STATE OF FLORIDA
PREPARED FOR:
CAROLINA CARPORTS, INC.
P.O. BOX 1263
'DOBSON, NORTH CAROLINA 27017
PREPARED BY.'
BECHTOL ENGINEERING AND TESTING, INC.
fA'Antlm' 605WEST NEW YORK AVENUE
'1 Ooai ID DELAND, FLORIDA 32720
Certificate of Authotimbon.No. 00005492
4OF6
THIS IS TO CERTIFY THAT THE CALCULATIONSAND
SPECIFICATIONS HEREIN HAVE BEEN PREPARED BYTHE
.UNDERSIGNED PROFESSIONAL ENGINEER; AND ARE IN
ACCORDANCE WITH THE REQUIREMENTS OF SECTION 109 OF
THE FLORIDA BUILDING CODE, SEVENTH EDITION (2020.
`\III II III III/,",
\
BECHT TING. INC.
amWESTNRRAVE E
DELAN_ LOR 32720 '.
38
iho ssAe
Floddo Lips d.39 ATE (Cl.
CAS "IdARPCRTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
�-L 01105RD21
�-? BECHTOLENGfNEERMIG �`+ r,L6 "-- -RTs
1 A//DTFHR
G21001
RE IEWED FOIR COPY
CODE COMPLIANCE FILE CO
STa LUCIE COUNTY
BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF
TYPICAL SIDE ELEVATION
NOT TO SCALE
r771
TYPICAL END ELEVATION
NOT TO.SCALE
BOX EAVE FRAME RAFTER OPEN CARPORT"- HORIZONTAL ROOF
TYPICAL SIDE'ELEVATION
NOTTOSCALE
TYPICAL END ELEVATION
NOT TO SCALE
BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF
I
TYPICAL SIDE ELEVATION
NOT TO SCALE
BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF I BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR
(AS IoMbIO) (As-pPl:tafllq
TYPICAL END ELEVATION
NOTTOSCALE
BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR
(A, eppll..bb) (A-
TYPICAL END ELEVATION
NOT TO SLUE
BOX EAVE FRAME RAFTER ENCLOSED BLDG -VERTICAL ROOF
TYPICAL END ELEVATION TYPICAL SIDE ELEVATION
NOT TO SCALE NOTTOSCALE
TYPICAL BOW RAFTER GABLE END ELEVATION
NOTTOSCALE
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
ROLL-UPDOOR SWINGING DOOR
(A--ppVratle) ( opbcm.)
TYPICAL END ELEVATION
NOT TO SCALE
ROLL -UP DOOR SWINGING DOOR
(As eppl bl.) (A, - .bi.)
ov
TYPICAL END ELEVATION
NOTTOSCALE
BOX EAVE FRAME RAFTER UTILITY BLDG -HORIZONTAL ROOF
TYPICAL END ELEVATION
NOTTO SCALE
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF
ROLL -UP DOOR SWINGING DOOR
(AS aPP5=We)� (As ePPIicaNO)
61C1U$ED lEM1G7r7VA4�E _ _ "-_yp. •.
TYPICAL SIDE ELEVATION ) I I I) TYPICAL END ELEVATION
NOTTOSCALE \`��� R 'J07179FALE
BECH� NGINEERINGAND IW INC.
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
BECHTOL ENGINEERING
ANOTEORNO. Lrc
FILE COPY
26 GA GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURERS
2
4
INSTALLATION INSTRUCTIONS
1�
//'� J
2`- 4'IS GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) a12.14.3)4' SDPs AT
EACH END (4 PER BRACE)
J
-.2/'I;uzAsfu RAitlil at`ANlmitSe161EatP1CA,
NI' 703P aaFrm vAH fiEl1URE6 A f0.U6GLD R.—
/,
AS 8110YtNOR 1tLL49EET
f61:
TYPICAL
INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME
NOTTO SCALE
OPTIONAL 24'-1' TO30' TRUSSED RAFTER - BOW
NOT TO SCALE
GA. GALVANIZED METAL ROOF PANELS
STENED TO RAFTERS PER MANUFACTURER'S
LTALLATION INSTRUCTIONS
12
- 3
2� 4'16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) 612-14 [ 3W SOPs AT
EACH END V PER BRACE)
� rosr nwTtw s"ANacounra AmucanRATrca
2 i2 A65"trAI�OR TW4 sR6sr
N
TYPICAL INTERIOR RAFTERIPOST
.FRAME SECTION - BOX EAVE - HORIZONTAL ROOF
NOT TO SCALE
IIZED METAL ROOF- PANELS
PURLINS PER MANUFACTURER'S
INSTRUCTIONS
1/2' 16 GAUGE FURRING,
4ANNEL(PURLIN)
24' 16 GA UCHANNEL BRACE
FASTENEOTORAFTER WRH
2t TO � aA4TCR 6PMi R40V01[a AlR44.{R RMT[R
o is sNtivm Fa tRa O4FT
TYPICAL INTERIOR
RAFTERIPOST FRAME SECTION - VERTICAL ROOF
NOT TO SCALE
1.1/S 11 OAUGEFURRING CHANNEL FASTENED
TO EACH RAFTERWITH (2) 912.14 A 3N'SELF•DRILUNG
FASTENER SPACED NOT MORE THAN 4V O.C.
I
2
SEE
TABLE 1
SHEET
10 8
LEN VARIESDEPENDINGCNNUMBER'
AND SPACING OF RAFTERS
TYPICAL
"III UX-MIN OPEION'
ENOWALL OPENINGS POST/RAFTER FRAMING PLAN
TYPICAL LEAN-TO OF
NOTTO SCALE
NOT TO SCALE (BORE
24.16GA U.CHANNEL BRACE (6' TO T POST)
4a' 16 GA LLCHANNEL BRACE(4 TO 14` POST)
BRACE ANGLE SHALL BE MN.3P
ToMAX. 45- FROM HORIZONTAL
-FULLW WELD
BOTH SIDES
6'
2
4
S'
WELD ALL WEB
CONNECTIONS,
'
BOTH SIDES
FREESTANDING
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE
LEAN-TO FRAMING PI
NOT TO SCALE
NOT TO SCALE
tt-
s
SEE
TABLE 1
SHEET
161
OF8
61
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOTTO SCALE
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOT TOSCALE
MAIN 6TRUCTUR�)1111 I1 I///, STANDARD LEWTO
I.E COP"(
—INSTALL 112' x MINIMUM S' TAPCON REDHEAD LOT INSTALL i)2'x MINIMUM S' TAPCCN REOHEAD LDT
ANCHOR Oft iR'x MINIMUM SAW EXPANSION ANCHOR ANCHOR OR IR'x MINIMUM S-I/Y IXPANSION ANCHOR DRILL NB'I10lE TIGiOUGN THE T WASHERS
THROUGH BASE RAIL WITHIN WOF EACH THROUGH BASE RAIL WITHIN 6' CF EACH BASE RAIL AND SECURE TO
RAFTER Po5T5 ALONG SIDES AND EVERY RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH I?OIAMETEft IS CONTINUOUS
WALL POST ALONG ENO WALL SECTIONS WALL POSTALONGEND WALL SECTIONS THROUGH -BOLT BASE RAIL
;1UM --I -1' MINIMUM I MIME TOP OF ASPHALT PAVEMENT
OR STABLE ROUND SURFACE
MIMMUM 2-1YC EMBEDMENT MINIMUM 2-102' EMBEDMENT
EYE ANCHOR
'(' fY6' ROD 40• LONG
WITH S• HELIX
%.' OR
(SEE GROUND ANCHOR
MINMUM 4' WITHT'I ID"CABLr- SCHEDULE, ABILIT 10Ffl
AS APPLICABLE FOR APPLICABILITY)
1Y CONTINUOUS 4' CONCRETE PAVEMENT
MONOLITHICCONC. FOOTINNTINU
RBNFORCED W17H 1 fT's CONTINUOUS
CONCRETE BASE RAIL ANCHORAGE CONCRETE BASE RAIL ANCHORAGE RAIL DEEP ANCHORAGE
Nol I. Sasb NMTOS.l, (OPTIONAL -OPEN CARPORTS ONLY) i I� / IbI TO Sralo
DRILL BIB' HOLE THROUGH THE
BASE RAIL'AND SECURE TO
ANCHOR EYE WITH UY DIAMETER
THROUGH -BOLT
4ERS 24.16 GAU-CIIANNEL BRACE (5' TO i POST)
4B' 1G GA U-CHANNEL BRACE(W TO 14'POST)
CONNNUOU9 BRACE ANGLE SHALL BE MIN.45'
/ MINIMUM 4'� III FOR ((EOUIREOM)
--CCNTINUOUS4' u
CONCRETE PAVEMENT
EYE ANCHOR----'—
CRETE BASE RAIL ANCHORAGE
k• (WEN IMMUM WOED1 TANCEE C OISTANTAI 10) NOT
ABET MII4NUM EDGE DISTANCE SHOWN M DETAIL 1B)
IS END POST OR DOORI
WINDOW FRAME POST 1TIYxY 16 GA ANu^LE CUP
SECURE TO POST (EACH SIDE)
IS BASENVINDOW M OR AND RAFTER GHOR06WL WITH
NOVSTRUCTURAL HEATIER (4)012.14 A3l4'SOF`5,(2) ON
I. GAIF ROLL4)P DOD. FRAMEI TOP OR BOTTOM,(2)ON SIDE
NOTE: AT ROLL4IP DOOR
OPENINGS. POSTSHOULD
BE FLUSH WITH RAIL END.
CLIP POST To RAIL ONLY ON
SIDE OPPOSITE THE OPENING.
POST TO RAIL, TRUSS CHORD, OR
NON-STRUCTURAL HEADER CONN. DETAIL
WITH
-) BOX SAVE RAFTEWPOST DETAIL
2A NW Ta 6wle
IS
1-1/2' x 1-112' x Y 10 GACLIP
ANGLESECURETO
POST AND BASE RAIL
WITH (4) 012-14 x 3W SDF§.
(2) ON TOP. (2) ON SIDE
5 ' END POST/BASE RAIL CONN
No(To Scale
ROW RAFTER
24' 10 GA U-CHANNEL BRACE (6-7O
4T 10 GA U-CHANNEL BRACE (070
BRACE ANGLE SHALL BE MIN, 45'
TO MAX. 60' FROM HORIZONTAL
TSRAFTERPOST
NIPPLE WITH (4)012.14x 314-
SELF -DRILLING FASTENERS
OWRAFTER/POST DETAIL�NMToSats
10 GA ANGLE CLIP
'O POST AND TOP OF
OR OOTTOM OF WINDOW
WITH (4) 012-14 x3)4' SDFs
' OR 0OTTOM. (2) ON SIDE
NONS7RUCTURAL HEADER
L-TSWINDOW RNLORGIRT
FOR VERTICAL SIDING OPTION
NON-STRUCTURAL HEADER, WINDOW
s RAIL, OR GIRT TO POST CONN. DETAIL
Not To STae
i
DRILL 5/0'HOLE 7HRCUGHTHE 2'WASHERS
BASE RAIL AND SECURE TO
ANCHOR EYE WITH IW DIAMETER TSCONTNUOUS
THROUGH-UOLT ME RAIL
TOP OF ASPHALT PAVEMENT
OR STABLE GROUNDEURFACE
^ II (1
EYE ANCHOR (SEE GROUNOA.NokOIQ
&0• ROD 301LONG' SCHEDULE, SHEET 1 OF B.
WITH DBL 4'HELIK FOR ArmwADNTY)
&BASE RAIL ANCHORAGE
1JM To Srda
("
^0' LONG 7S NIPPLE
SECUREPOST TO NIPPLE
IYITH.(4) 012-14 x 3N' SOP.
T DST)
14 DST) 79 RAFTER POST
NIPPLETO 3116'
GASE RAIL
T9 CONTINUOUS CASE W(IL
]
POST/BASE RAIL CONK. DETAIL
No TSS
L(CENS��C'S).
ECHTEL,$NGIN
BW ERI 38AND T.. T NI INC.
OS WEST NYO OE
ELENLPRID4 32
/) ; '�(VAL o\'
CAR'66KIA CARPORTS, INC.
SENERIC PLANS FOR USE IN THE STATE OF FLORIDA
tl1/052WL7
BECHT IL ENGINEERING mLe NTS
NTaTEDDNgI—
"^0YD70 SHEET40FB
1.e CUT-
lv
�r
2'x4' 16 GAPUITE
SECURE TO EACH SIDE OF
POST/RAFTER CONNECTION
WITH (4) p12-14 x 3'4' SDFi,
(2) ON POST, (2) ON RAFTER
END POSTIRAFTER CONN. DETAIL
J Not To Smb
GACUP
ANGLE SECURE TO RAFTER
AND GABLE RAIL WITH (4)
Al2-14 x 3/4' SDF s. (2) ON TOP,
1.12'. 1-12'xT16GA
(2)ON BOTTOM
CLIP ANGLE SECURE TO
RAFTER POST AND GABLE
RAIL WITH (4) Vf2.14 x 3/4' SDF6
.
(2) ONTOP, (2) ONSIDE
TS CABLE RAIL
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
Nd TO SCo'o
2-114-FOR
12 GA FRAMING
2.1 re FOR
14 GA FRAMING
16 GAUGE U CHANNEL B\AN�D
FASTENED TO THE POSRAFTER WRIT (2) p12-14.3/4.AT EACH END (4 PER D
BRACE SECTION
'NA To Scab
R
�1 RAFTER POSTIDBL. HEADER DETAIL
NDI To Scale
1.112' x 1-12' x 2" 16 GA CLIP ANGLE
SECURE TO. RAFTER POSTAND
CABLE RAIL WITH (4) Al2.14 x 3/4' 81
TOP AND. BOTTOM i
1-12' x 1-10x 2' 16 GA CLIP ANGLE
SECURE TO RAFTER AND GABLE
RAIL WITH (4) 912.14 x 3A'SDFs,
(2) ON TOP. 12) ON BOTTOM
FTER POST
45TS NIPPLE
RE WITH (4) 012.14 x 3J4•
GRILLING FASTENERS
DOUBLETSHEADER
NIPPLETO
OBL HDR.
RAFTER POST/HEADER DETAIL
NotTo Sc21e
NIPPLE TO 3116' D'LONO T6 NIPPLE
RAFTER SECURE WITH (4)pl&1/x3/4'SOFs-
RAFTER REPTPPLE.
E(LREP SO5T TU FSPPLE
WITH (4) R12.14 x 3/4' SOPS,
' 24"'I1 GA U•CHANNEL BRACE(5' TO'r POST)
46" 16 GA U-CHANNEL BRACE (M TO IIF POST)
T TS GABLE RA L BRACE ANGLE SHALL BE MIN. 45-
. V, TO MAX. 6D' FROM HORIZONTAL
—L4E—TS RARER POST
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
I to N4l To 9ea'e
1.12' 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) 012.14. 3/4' SDF
�EPAC:111111ITMOI45TUA14WOC,
26 GA. METAL ROOF
PANEL
TS RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
_,L— TS RAFTER POST
SIDE EXTENSION
FT %1.RAER/POST DETAIL
NU To S:rele
TSLEGPOST TS LEG POST 1
TSFAIL9 TS POSTS
e
TS BASE RAIL
1'
TYPICAL FLOOD
VENT FRAMING PLAN
NOT TO SC! LE
SEE GEWERAL'NOTE No 12. SHEET t OF &
6' LONG TS NIPPLE
SECURE EACH WITH (4) 012-14 x 314-
SELF-DRILLING FASTENERS
r-12 GA TS POST
BASE RAL
RAFTER POST/BASE
n BASE RAIL CONNECTIONDETAIL
Nol To Scale
fS RAFTER POST
2'x4" 16 GA PLATE (ONE REOUBRrD)
SECURE TO EITHER SIDE OF
POST/RAFTER CONNECTION
WITH (4) 4I2-.14 x 3N"JDP's,
(2) ON POST. (2) ON RAFTER
—TS LEAN-TO RAFTER
10AAWOLECLIP
L SECUR
SECURE TOPOSTANDND
RAFTER WITH (4) 012.14 x 7/4'
SDF'.„(2) ON RAFTER,
(2)ON POST
8 POST/ LEAN-TO RAFTER CONN. DETAIL
No) To Scale
1R IH
\ �P' \GEMS �Cti
DF1AFm.idORIDA 32T20 " �-. ; lIC _
TAM a Bcdf)ol
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
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BECHTOL ENGINEERING+ mL6 ,ITS
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,mw,e,V,��, czlopl
w. m I SNEET 60ro
00
VERTICAL SIDE OPTION
SEE
TABLE 1 OPENING FOR SWINGINGDOOR
SHEET j WITH. NON.SMUCTURAL14EADER
GIRT,,
,.I.,
TYPICAL END
WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN
NOT TO SCALE
\1I
BOX EAVE,FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES
ROLL -UP DOOR SWINGING DOOR
(AeaPPB=able) (Aseppllcable)-
I
� 1
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOTTOSCALE NOTTO SCALE
1-112' 18 GAUGE FURRING CHANNEL FASTENED TO OPEIIINO FOR M11GIN0 DOOR
EACH RAFTERWITH(2)N12-14 x 314'SELF-DRILLING /WITH NON-STRUCTURAL HEADER
FASTENER SPACED NOT MORE THAN 4S'O.C.
GIRTS
Rmma7
St.
moNall
W
TYPICAL POST/RAFTER/GIRT FRAMING PLAN
NOT TO SCALE
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