HomeMy WebLinkAboutConstruction PlansFBC APPROVED PRODUCTS LIST TABLET
MAXIMUM ALLOWABLE RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
WIND SPEED
AVERAGE FASTENER SPACING
QA ON -CENTERS ALONG RAFTERS OR
APPROVAL EXPIRATION PARTIALLY MAXIMUM PURUNS, AND POSTS OR GIRTS
P O UST ORY SUB CATEGORY MANUFACTURER No. &DATE DATE OPEN ENCLOSED ENCLOSED WIND ULTIMATE NOMINAL POST/ RAFTER (INCHES)
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 04/05l27 180 180 180 RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END
CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 03/14/27 180 180 180 110 TO 150 89 TO 116 5.0 6 6
26 Gauge AG Panel 10/10/17 I C
151 TO 180 117 TO 139 4.0 6 _ 6
STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FL17381.1-R2 09/27/19 N/A WA NIA
8x16 Flood Flap 10/03/17 NOTES: '1. Specifications applicable W26 gauge metal roof and Wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18
gauge hat channel roof pudins.
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 Ftl 09/14/20 N/A 156 138 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 pitch). Spacing
Series 402-14 01/29/18 requirements for other roof heights and/or slopes may vary.
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL 5-R1 os/lana N/A ANCHOR SCHEDULE
29/18
Series 407 01/29/18 A 1s5 1a7 - ULTIMATE WIND SPEED (mph). METAL CARPORT INSTALLATION PLANS
110 120 130 140 150 160 170 180 AND DETAILS AND FRAMING AND
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.2-R4 11/11/20 NIA 180 180 FASTENER SPECIFICATIONS
Steel Roll -Up Sheet Door-6 Wide 06/18/19 12
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.4-R4 11/11/20 WA 180 172 14 30' Anchor
Steel Roll -Up Sheet Door-10' Wide 06/18/19 m 16 Deal lD . FOR CONSTRUCTION IN THE STATE OF FLORIDA
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-R4 11/11M0 WA 179 154 x 18 PREPARED FOR:
CAROLINA CARPORTS, INC.
Steel Roll -Up Sheet Door-12' Wide 06/18/19 20
48' Anchor P.O. BOX 1263
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.3-R4 11/11/20 WA 155 133 0D 22 Della lC DOBSON. NORTH CAROLINA 27017
Steel Roll -Up Sheet Door -16' Wide 06/18/19
0 24
EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES, INC. FL8888.01-R5 12J31/19 WA 180 174 5 PREPARED BY.,
26
Model 203-Max. 12' Wide 10/06/17 M BECHTOL ENGINEERING AND TESTING, INC.
28 BO Acdy 605 WEST NEW YORK AVENUE
WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL77499.1-R5 10/17/23 N/A 175 157 30 Deta11C DELAND, FLORIDA 32720
Model 185 SH 03/27119 Certificate of Authorization No. 00005492
NOTES: DETAILS 1C AND'1 D SHOWN ON SHEET 4 OF 6
1. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS; PROVIDED THE FOLLOWING CONDITIONS ARE MET:
A. PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL.
B. COMPONENTS
ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REQURIEMENTS.
REVIEWED FOR2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS MAYBE RAISED OR LOWERED AS NECESSARY TO ACCOMODATE
SUBSTITUTED PRODUCT.
COMPLIANCE
CODE
GENERAL NOTES:
1, THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER STD LUCIE COUNTY
DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO
PLUMBING, ELECTRICAL, INGRESSIEGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. B®�^V�
THIS IS TO CERTIFY THAT THE CALCULATIONS AND
2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE
AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE
NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS
LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN
CARPORTS; INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE
DUE TO THE APPLICATION OFADDITIONAL-LOADS. ACCORDANCE WITH THE REQUIREMENTS OF SECTION 16090E
THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS
3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. ARE VALID UNTIL THE NE(f REVISION OF THE FLORIDA BUILDINGCODE.
4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES FLORIDA I ///
REQUIRED BY THE BUILDING CODE (FBC) AT THE
LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA. L'
OMASI
\���%%
/
7 /
B. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/ SELF DRII I IMr- crocw5 WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. BECHTOL ENGINEEEI 1 AND TES
WSWESf NEWYORKAV@I
6. CONCRETE SHALL HAVE A MINIMUM COMPRESS . THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-WI
A DELAND, FLORIDA )VO. 3g :yam
.4XW1 tVa
WELDED WIRE FABRIC CO H ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM:C1116. O =
-
7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN B• OF EVERY POST LSCATIQ� AND Qjl; SI_n�SS OF OPENINGS WHERE BASE FLAIL 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.
Thwno de P.E • - 117:-
FkMaUml NIL EOF
i�••:clO
S. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 1/2' x FOR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT.`
9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION EXCEPT FOR END WALLS \�/ON - \\ ����
PIA 001
10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SIXTH EDITION (2017)- RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SD(TH C I ARTS, INC.
EDITION (2017) - BUI I G. MINIMUM ALLOWABLE FOUNDATIONS IL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED.
11. 14 GA FRAMING: 2-1/2° x 2-1/2° TUBE STEEL (TS) WITH 2-1/4' x 2-1/4' TS NIPPLES. 12 GA FRAMING: 2-114' x 2-1/4' TS WITH 2' x 2° TS NIPPLES. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
°"O 7/16/19
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 � BECHTOL ENGINEERING RR ''"` NTS
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 AND 7>ralBv4 ex:
EVERY 220 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5OF 6. - RR "°`d G19001
w..mmim�rx..r.a.ertnuo,uimu.nn.000.e.
I. TB I SHEET OF
n
BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF
TYPICAL END ELEVATION
NOT TO SCALE
BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF
Nu, ,ub,
BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF
BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF
FLOOD VENT (As e~a), -
E
TYPICAL END ELEVATION
NOT TO SCALE
BOX EAVE FRAME RAFTER ENCLOSED BLDG HORIZONTAL ROOF
FL.00DVENT(AeepPOmbie)-I, ROLL -UP DOOR SWINGING DOOR
-- (AS OWCONe)., (As appECONO)
TYPICAL SIDE ELEVATION
NOT TO SCALE -
BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF
.. ROLL-UPDOOR SWBNGINGDOOR
(AsaWceble)- (AsawficaNe)-,
BOX EAVE FRAME
NOTTOSCALE
TYPICAL END ELEVATION
NOT TO SCALE
UTILITY BLDG - HORIZONTAL ROOF
TYPICAL END ELEVATION
NOT TO SCALE
EAVE FRAME RAFTER ENCLOSED BLDG -VERTICAL ROOF N BOX EAVE FRAME. RAFTER UTILITY BLDG -
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION V TYPICAL SIDE ELEVATION
NOT TO SCALE NOTTOSCALE n NOT TO SCALE
TYPICAL BOW RAFTER GABLE END ELEVATION
NOT TO SCALE
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
Lunde); (As8Wcable)l' I \' I w
TYPICAL END ELEVATION.
NOTTOSCALE
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE
ROOF
BECHTOL ENGIN G,AN•D TESTIN
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GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
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AND TF$77Ns' Aie.
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26 GA GALVANRED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURERS
INSTALLATION INSTRUCTIONS
12
Q9
' -16 CA UCHANNEL BRACE
FASTENED TO RAFTER WffH
(2)1112-14 • S/4' SDFe AT
FACH END (4 PER BRACE)
TYPICAL
INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME
NOTTOSCALE
FASTENED
12
Q3
(2) #IZ14:314' SDPB AT
EACH END (4 PER BRACE)
RAPIERSPANO SOKLERAFTER
TYPICAL INTERIOR RAFTER/POST
FRAME SECTION - BOX EAVE - HORIZONTAL ROOF
NOTTOSCALE
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW OPTIONAL 24'-1"TO 30' TRUSSED RAFTER - BOX EAVE
26 GA GALVANIZED METAL ROOF PANELS
FASTENED TO PURUNS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
24. 16 CA UCHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #I2-14 a 3/4' SDF4AT
EACH END (4 PER BRACE)
1-1/C 18 (
TO EACH
F78TENE
SEE
TABLE 1
SHEET
3
IOF6
4
LENG VARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
FTER FRAMING PLAN - VERTICAL ROOF
LE
24' 16 Gr
r 16 GA
ROOF EXTENSION OPTION
45'
_6.
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOTTOSCALE
SEE I MAXMUM
TABLE 1 4' O.C. FOR
SHEET VERTICAL
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
SCREWS AT EACH END
(4 PER BRACE)
MAIN STRUCTURE
3 PLAN (BID
CAROLINA CARPf4jj,L 11 \"'
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
7N6/18
immov BECNTOL ENGINEERING RR - NTS
AND TEMM bx.
mwuwce"c.T.. .rv.,or,e..nm.enoum `a'� RR "01" G19D61
INSTALL 12-x MINIMUM 5'TAPCON REDHEAD LOT
ANCHOR OR 1Q-x MINIMUM 5.12' EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 5' OF EACH
RAFTER POSTS ALONG SIDES AND EVERY END
2-12' EMBEDMENT
MIN.)
CONCRETE BASE RAIL ANCHORAGE
� Net To Scab
DRILL SW HOLE THROUGH THE
BASE RAILAND SECURE TO
ANCHOR EYE WITH 12' DIAMETER
l .J
MN
(SEE GROUND ANCHOR
SCHEDULE,' SHEET 1 OF 6;
FOR REWIRED ANCHOR)
CONTINUOUS 4-
CONCRETE PAVEMENT
EYE ANCHOR
%1 CONCRETE BASE RAIL ANCHORAGE
IG NOITOSmIe (OPEN CARPORMS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN (NDETAL 1B)
TS TRUSSED RAFTER
TS END POST OR DOOW
WINDOW FRAME POST
TS BASENVINDOW RAIL OR
NONSTRUCTURAL HEADER
A IF ROLL -UP DOOR FRAME)
2'X2'XP 16 GA ANGLE CUP
SECURE TO POST (EACH SIDE)
AND RAFTER CHORD/RAIL WITH
(4) NI2.14 x 3M- SDPs, (2) ON
TOP OR BOTTOM, (2) ON SIDE
NOTE: AT ROLL -UP DOOR
OPENINGS, POST SHOULD
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
INSTALL 10x MINIMUM STAPCONREDHEAD LOT
ANCHOR OR I2-i MINIMUM 5-10r EXPANSION ANCHOR
DRILL 5/8- HOLE THROUGH THE
THROUGH SASE RAIL WITHIN W OF EACH
BASE RAIL AND SECURE TO
RAFTER POSTS ALONG SIDES AND EVERY END
ANCHOR EYE WITH I2- DIAMETER
WALL TALONG END WALL SECTIONS
THROUGH -BOLT
H--t-MIN. A-
TOP OF ASPHALTPAVEMENT
s . �... ? :.• .:.jar � :�i �
CONTINUOUS 4' CONCRETE PAVEMENT
) R CONCRETE BASE RAIL ANCHORAGE
'�Net To Scale (OPTIONAL- OPEN CARPORTS ONLY)
24.1E GA U-CHANNEL BRACE IS TOT POST)
4S' 1S GA UCHANNEL BRACE (B TO 14-POST)
NIPPLE'
RAFTER
TS RAFTER
6' LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4)k12-14 x 3I4-SDPe
�A1 BOX EAVE RAFTER/POST DETAIL
� Nol TOScab
TS RAFTER POST
1-12-x 1-12-x 2.16 GA CUP
ANGLESEWRETO
POSTAND BASE RAIL
WITH (4) 012-14 x 3/4- SDPt,
(2) ON TOP, (2) ON SIDE
TS CONTINUOUS BASE RAIL
END POST/BASE RAIL CONN.
NM To Scale
TS CONTINUOUS
BASE RAIL
EYEANCHOR
5M'ROD 48-LONG
WITH 8' HECTIC
OR
5I6'ROD6(rLONG
(SEEGROUNDANCHOR
WITH T HELM
SCHEDULE, SHEET 1 OF 6,
AS APPLICABLE
FOR APPLICABILITY)
�1 BASE RAIL DEEP ANCHORAGE
NOITOScale
NOSCREWS
REQUIRED
3'
TS BOW RAFTER
24.16 GA UCHANNEL BRACE IS TOT
48. 16 GA UCHANNEL BRACE (VTO U
BRACE ANGLE SHALL BE MIN.45-
TO MAX 60- FROM HORRONTAL
6' LONG TS NIPPLE
SECURE RAFTERAND POSTTO
NIPPLE WITH (4) 512.14 x 314'
SELF3RIWNG FASTENERS
�D BOW RAFTER/POST DETAIL
Not To Scale
T x 2' x 2' 16 GAANGLE CUP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAIUGIRT WITH (4) 012.14 x 3W SDF'e
(2) ON TOP OR BOTTOM, (2) ON SIDE
NONSTRUCTURAL HEADER
TS WINDOW RAIL OR GIRT
FOR VERTICAL SIDING OPTION
NON-STRUCTURAL HEADER, WINDOW
K,ZRAIL, OR GIRT TO POST CONN. DETAIL
Not To Sfale
DRILL SIB' HOLE THROUGH THE
BASE RAILAND SECURE TO
ANCHOR EYE WITH 1r2m DIAMETER
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE.
EYEANCHOR u
5W ROD 30- LONG
WITH DBL4' HELIX
BASE RAIL
(SEE GROUND ANCHOR
SCHEDULE, SHEET 1 OF 6,
FORAPPUCABILITY)
ELSE RAIL ANCHORAGE
� Not To Scae
e' LONG TS NIPPLE
SECURE PCSTTO NIPPLE
WITH (4)012-14 x We SDPe
RAFTER POST
BASE RAIL
POST/BASE RAIL CONN. DETAIL
O No1TOScale
605WESf NEWYORKAVEIZLV:Z,�(//-_ -
�y. 4.gg_ `O,
DELAND.FLORIDA 3272Z N "'•aY8 -'
Certificate of Cn r
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
•P° °"" 7HSI1B
BECHML ENGe... INEERING RR NTS
AND TESRNG 0,e
_ — RR '^' 1319001
.:ovan.mr te..w.vrrxm,wnaunvn,e.roa.0
""'--m TB 1 SHEET40F6
2W'jZ I6 GAANGLE CUP
SECURETOPOSTAND
RAFTER WITH (4) 072.14 x 3/4-
SDFb, (2) ON BOTTOM,
(2) ON SIDE
OR
- 2 X4' 16 GA PLATE
SECURE TO EACH SIDE OF
IS END POST POSTARAFTER CONNECTION
WITH (4) #12.14 is 3/4' SDF&,
L (2) ON POST, (2) ON RAFTER
r,ZEND POST/RAFTER CONN. DETAIL
Not To Soble
1-12'.x I-la-x71S GA
CUP ANGLE SECURE TO
RAFTER POSTAND GABLE
RAIL WITH (4) 012.14 x 314• SDF's
(2) ON TOP, (2) ON SIDE
TS RAFTER POST
1-lX x 1-1TY x 2' 76 GA CUP
ANGLE SECURE TO RAFTER
AND GABLE RAIL WITN (4)
012-14 x 3N' SDF%, (2) ON TOP,
(2) ON BOTTOM
GABLE RAIL
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
t i� Not TO B®la
2-1/4' FOR
12 GA FLAMING
2-12' FOR
16 GAUGE UCHANNEL BRACE
FASTENED TO THE POSTAND
RAFTER WITH (2) 012-14 x 314• SDPS
AT EACH END (4 PER BRACE)
BRACE SECTION
Not To Seale
DBL HDR
6' LONG TS NIPPLE
SECURE EACH WITH
(4) 012.14 x 3N'
SELF -DRILLING FASTENERS
GATS POST
6' LONG TS NIPPLE
SECURE WITH (4) 012-14 x 3/4'
SELF -DRILLING FASTENERS
DOUBLE TS HEADER
NIPPLE TO
DBL MDR
%i RAFTER POST/DBL. HEADER DETAIL �„�RAFTER POST/HEADER DETAIL
NW To Stale o - -
'Not To Scale
1.Urx 1-1R• x 2' 16 GA CUPANGLE
SECURE TO RAFTER POSTAND
GABLE RAIL WITH (4) '012-14 x314•SDFe, NIPPLE TO 3N6' 6'LONG TS NIPPLE
TOP AND BOTTOM RAFTER SECURE WITH (4)#12-14x 31C SDFs
�-TS RAFTER 12' LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) 012-14 i 31C SDPs,
1-72' x 7.10 x 2' 16 GA CLIP ANGLE -
SECURE TO RAFTER AND GABLE
RAIL WITH (4) 012-14 x 314'SDPe,
(2) ON TOP, (2) ON BOTTOM
24. 16 GA U-CHANNEL BRACE
46' 16 CA U-CHANNEL BRACE I
SECURE RAFTERAND POST i
TO NIPPLE WITH (4) 012.14 x WC
SELF-DRILUNG FASTENERS
t RAFTER POST
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
1 t� NMTo Smle
SIDE EXTENSION
RAFTER/POST DETAIL
No1TOS�B
6• LONG TS NIPPLE
SECURE EACH WITH (4) 012-14 x 31C
SELF -DRILLING FASTENERS
. /-12GATSPOST
�:L1.Y�9n11x
RAFTER'POST/BASE
�BASE RAIL CONNECTION DETAIL
1v Not To Scale
POSTIRAFTER
V RAFTER
LEAN-TO RAFTER
3/4'
POST /LEAN-TO RAFTER CONN. DETAIL
" Not To ZT
BECHTOL
TS LEG POST \YI / \LEG T II 4 I/tP5'�/ _ /�t�I1-12' 18 GAUGE FURRING CHANNEL FASTENEDDELAND. 5
TO EACH RAFTER WITH (2)#12-14k3/4-SDF TS RAILS POSTS No. 54r
* _
SPACED NOT MORE THAN 46.O.C. 1
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS) /
Not To Scale
______ •, 1�,�
1'
--I I.A. (—
TYPICAL FLOOD
VENT FRAMING PLAN
NOT TO SCALE
SEE GENERAL NOTE No. 12, SHEET 1 OF 6.
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
po °"^7/151i3
BECNTOL ENGINEERING a•— RR� ,
AND TFSRND, ate
*sommen.c_®Qrmnovu�sooe.,u.raooumaro ae>$ RR 1101 �:. G19001
TB I SH=ETSOF6
VERTICAL/SIDE OPTION
RIM
BOX EAVE FRAME RAFTER ENCLOSED BLDG -VERTICAL SIDES
ROLL -UP DOOR SWINGING DOOR
(As eOWmde), ,(As aPPIImNe),
TYPICAL SIDE ELEVATION
NOTTOSCALE
NOTTOSCALE
GIRTS
(Typical)
1-11Q-16 GAUGE FURRING CHANNEL FASTENED TO
EACH RAFTER WI TH (2) 812-14 i 314-SELF43RILLING
FASTENER SPACED NOTNORETHAN 4S-O.C.
rr OPENING FOR SWINGING DOOR
/ 4N TH NONSTRUCTURAL HEADER
��I�I(•lef-I-I�
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a��
�a
r=
II
_
v
�
Is7r�1
v•I
tl�.�l®1
TYPICAL POST/RAFTER/GIRT FRAMING PLAN
NOTTOSCALE
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES
ROLL -UP DOOR SWINGING DOOR
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE
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