HomeMy WebLinkAboutConstruction Plans..(�II.III.I�..I. . . .. ..I... -.f(..II. .�. � . .. ,. ..I �.1II.�... .... 1. .I.. -.I...I ......1. �I. .... .1 ._.. "N....I...I ....II I....... ........ . . .... �. ...�... �..... .I. .....-... . .. :. _......_....._���.... �_.-...
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BC APPROVED PRODUCTS LIST
. .. RAME,'END PO.ST;'GROUND ANCHOR AND. PANEL FASTENER SPACING, SPECIFICATIONS
M�aXIMUM ALLOWABLE
.F..-.
._.....-. .. ,: - ....*.. ,. O50.........'..... ....
.......'P
.. _ .. .. ..
• � WIND SPEED . .
RAFTER F _ .
.. . .. .. .. ..
. - - -
APPROVAL PARTIALLY : • AVERAGE FASTENER SPACING' '
PRODUCT CATEGORY. SUB CATEGORY MANUFACTURER EXPIRATION: ON-cENTERsaI_oNG RAFTERS OR .
Y.-.....--'. I
. - .
. _
_.:__
. _ . No., . DATE OPEN ENCLOSED . ENCLOSED:: .. PURLINS, AND POSTS OR GIRTS
'STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS; INC. `FL`6596:1=R6' 4j0 21 180 180 180 . (INCHES) ' .
. .. -' .
. . 26 Gauge AG Panel 12/15/20 .
.
.. . .
0
TI TE ' '- NOMINAL P" UL MA OST/RAFTER
P E D SPE D
• WIND.' ' " ..
- RISK" .: EXPOSURE WIND S E N E ACI INTERIOR ..: ENO. N D. WI. SP
STRUCTURAL COMPONENTS STRUCTURAL WALL ' CAROLINA CARPORTS; INC: FL6702.1-R6 . 03/.1.4/27 ..180 . 180 180, - .(MPH) " (MPH) . , (FEET FTERS POSTS/RAFTERS
. 12l15/20 .. .. . .. . .
- _ 4 _- - ,26 Gauge AG Panel. .. .
CATEGORY CATEGORY. POSTS
'STRUCTURAL. COMPONENTS" STRUCTURAL, WALL. CAROLINA CARPORTS, INC. . FL6702.3-R6 03/14/27 N A • 164 ' 143
..
26 Gauge Dutch Lap Wall Pane .12/15l20 "
17 .. .. .. ." ' .."151 TO. I . 1 T. .. 4.0. 6 6"
. STRUCTURAL COMPONENTS FLOOD VENT
: CRAWL SPACE DOOR.SYSTEMS, INC._ : FL29622,1 09/30/22 N/A N!A N/A NOTES: .1: "Specifications applicable to 26 • auge'metal roof and.wall panels fastened direct) to 12 or 14 gauge steel'tube framing' or 18
- , ' . - . . 16x8 Flood Vent - " .. _ _ . . . .. gauge hat channel roof purlins:9 .. .. .. .. . .01151
- ..
2 Specifications applicable only for meari roof height of 20 feet or less' and roof slopes -of 7 to 2-. (1.5:12 to 6:12 pitch). Spacing
EXTERIOR DOORS - SWINGING' . - " " ELIXIR DOOR AND METAL COMPANY . FL17996.3-R1 .09/14/20 N/A 156. 138 .
. . . .. ..
. . .Series 402-14.. .. . ,
requirements for other roof. heights and/dr slopes may vary. '
. .
. .
02/04/18
.. .. .
GROUND ANCHOR $CFiEDULE
EXTERIOR DOORS SWINGING ELIXIR DOO.R'AND.METAC COMPANY . FL17996.rRb 09/14/20: N/A 165 . 147. .
.. .. .. .. .. .. ..
„ .
. -Series 407 .: . .
. ... .. .. .. .. .. .- . .
02/ 04/
18
..
. - " - - - : mp TAL CARPO T" INSTALLA "
�110;',:120- .-.130 ;. 140 .'150"' 1.60 170 -180 ME'ANp DETAILS AND FRAMING'AND
"EXTERIOR DOORS. " . . ROLL -UP .. , ASTA"INDUSTRIES INC. .. FL8888.1-R6 12/31/21 N/A ' .180 - - 174 - .. R SPECIFICATIONS "
. - . . : " .. .. Model203 (12' Max.. Width): , .. .. .. .. .. I .
12/29/20 '
12 FASTENE
. . . _ .. . ,-.. - . .. .. . . .. .. .
.
EXTERIOR DOORS ROLL -UP . FL1;6806.1-R5 • 04/05/20 N/A. 158. " 138 FOR CONSTRU:CTION.IN THE STATE OF FLORIDA'
14 " 3o":Anchor ,
CAROLINA CARPORTS, INC..
.
. ... .. ..
. . . - .S
teel Roll Up Sheet' Door (12' Max: Width)
. .. .. - ..
D8tai11 D " .
. .. - .. ..
12/16/20 16: .
EXTERIOR DOORS . ROLL -UP, CAROLINA CARPORTS, INC::. FL16806:2-R5 04/05/27 N/A 180 180 .1
. .. .. .. .. .. .. .
. . . . . . " .
.
..
8
. .. - .. Roll-LI .Sheet Door, 8' Max. Width . 20::
' .PREPARED FOR:
P , " ( ) - 48" Anchor .
.. .. - "- . .. .. .. .. .. .. •, . .
.. . . .. .. . .
'12/ F 1 6/20 �
-
EXTERIOR DOORS' .. " - . ROLL=UP
L16806.3=R5 04/05/27: N/A 155 ". 133 " 2
.. . .
CAROLINA CARPORTS; INC: .. .. .. .. .
P.O .BOX 1263 .
.
Ste el Roll -Up Sheet Door- (16' Max: Width)... 12/16/20
E D
z NORTH CAROLI
6• 2 � N PR PARE BY.�
4�..
:EXTERIOR DOORS. '" ROLL -UP . CAROLINA CARPORTS, INC. - . .. . N/A' . 180. .172. m 2. ` . - - ' • ' . BEC.HTOL ENGINEERING. AND'TESTING;.INC. " . .'
FL16806.4 R5 04/05/27 ' "
.. .. .. .. ..
.. - - .
Sfeef"Roll Up Sheet Door "(10' Max � Width) 605.WEST NEW YORK'AVENUE
-12/1fi/20 � '
..
. .. .. .. .
WINDOWS . SINGLE HUNG • MI. WINDOWS AND DOORS . FL17499:1-R8 10/17/23. N/A. - 175 .. 157 - .. ' 30. , - .
.. ..
: .. .
.. M .. .. .
ode) 185SH:
' 11l27/20
.
N
NOTES:.. -
DETAILS 1C AD D 1.D SHOWN ON SHEET 4 OF 6
1JDOORS AND. WINDOWS'SHO.WN•MAY BE SUBSTITUTED FORDIFF.ERENT PRODUCT LINES AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MEP: - .. PENDING .. . • .
1=t� 1EV11fED 1. .
A. -PRODUCT SHALL HAVE A VALID FBC.PRODUCT APPROVAL.. .. .. . .. - . ' .. .. .. .. -
B. COMPONENTS ARE INSTALLED.ACCORDIN.G TO MANUFACTURER'S INSTALLATION.REQURIEMENTS. -. . ,: • . . " MAXIMUM POST SPACING F.OR DUTCH LAP IS 4,0' . . _ . .
�D� COMhL1�►NCI:
. . .. . .. .. . .. - .
. .. .
. .. .. .... .". . .. .. - . ..
2: FRAMING.CONNECTIONS,F.OR-DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS: HEADERS AND WINDOW RAILS MAY BE RAISED ORLOWERED�AS�NECESSARY-TO ACCOMODATE� .. _ � � ' '
SUBSTITUTED PRODUCT.. ". - .. .. .. - .. .. .. .. . .
. - .
.
. .
.. .. .. .. .. .
. GENERAL NOTES: . , .. .. .
THESE PLANS PERTAIN ONLY TO THE STRUCTUREINCLUDING MAIN WIND FORCE RESISTING SYSTEM COMPONENTS AND CLADDING AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED.TO .
. B ELE TRICAL INGRESSIEGRESS PROPERTY SET .BACKS' FINISH FLOOR ELEVATION AND SLOPE OROTHER LOCALZONING.REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. . - ' . - THIS-ISTO.CERTIFY THAT THE CALGULAT.IONS AND " 2 . Z -0 6C(q ,
.. PLUM ING; C EN PREPARED BYTHE SPECIFICATIONS HEREIN HAVE BE
- - --- " - . - - = -- -- - - - -- - - - - - - - - - UNDERSIGNED PROFESSIONAL:ENGINEER AND ARE IN" : . . - - -
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 ,
2. .. .. .. .. .. .. "" .. .. ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF
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 CARPORTS, THE FLORIDA BUILDING CODE; SEVENTH EDITION 2020 . . -
INC.,.WHJCH EXERT" ADDITIONAL LOADS ON THE STRUCTURE SHALL BEAT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE',RESPONSIBLE FOR:STRUCTURAL.DAMAGE OR FAILURE.DUE TO THE .. - .
(. )
. .. .. .. .. .
APPLICATION, OF ADDITIONAL LOADS. . ' .. .. . .. . . .. .. .. - - . .. . . . .. .
3; .. ALL STEEL TUBING SHALL BE 50 KSI:GALVANIZED: STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL OR ZINC PLATED. - " \\ . , 11 . //�' -
- ..
. . . .. i/
11ILIj
4•. ALL ALL CLADDING,SHALLBE INSTALLED'ACCORDING TO MANUFACTURER'S INSTALLATION -INSTRUCTIONS, ANSHALL"MEET THE DESIGN" PRESSURES REQUIRED BY THE FLORIDA- BUILDING CODE (FBC), AT THE ��\\
SRHB
LOCATION OF THE BUILDING. WITHIN THE STATE OF FLORIDA. .. ." .. .. -1 ,`
..
.. .. �. LICENSE:
= .5•1 ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS "WITHOUT CONTROL SEAL WASHER.: ALL SHOP FRAMING CONNECTIONS SHALL.BE WELDED.. . , .. - .
: .
. .. . - .. . - ... . ' . .. TINC, INC. BEC)=1T�L ENGINEERING A D TES
g.. CONCRETE'SHALL HAVE A MINIMUM COMPRESSIVE"STRENGTH OF 2500 PSI -AT 2S'DAYS', THE REINFORCING STEEL SHALL BE MINIMUM.GRADE 40. -CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 -.4XW1 .4: ..
. . . . . .
.WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETICFIBER REINFORCEMENT COMPLYING WITH ASTM C1116. . ' : " . .
605 WEST NEW YORK AVEN*. "
. .. .. ..
DELAN�,�IlORIDA 32720
.. .- . . ." . . - "
.
7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EVERY POST LOCATION, A.ND BOTH SIDES OF OPENINGS. WHERE BASE RAIL IS:ABSENT. GROUND.ANCHORS ARE NOT REQUIREDFOR CONCRETE FOOTING . . � I _ .
AND/OR CONCRETE SLAB CONSTRUCTION. SEE_GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. - .- i - O .
.. .. .. ,\
CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LDT 1/2" x 5" OR EQUIVALENT OR WEJ-ITANKR-TITE MODELAT.1252, OR SLEEyEANCHOR MODEL HSA 1260, OR EQUIVALENT. `Florida License. \v \�\\
a. L E. \\
9. POST/RAFTER BRACING:' BRACE ON EVERY POST/RAFTE.R 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 FBC . //�� ® �y /+
SEVENTH EDITION - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED.: .. . . " . AA OLINA CARPORTS ' INC" . �/w� .
1-1. 14 GA FRAMING: 2-1/2" x 2-1/2"TUBE STEEL (TS) WITH 2-1/4" x 2A/4"TS NIPPLES.. . . ' - GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
. 12 GA FRAMING: 2-14' x.2-1/4"TS WITH.2" x 2" TS NIPPLES. - . . - - -
.. .. .. a_ ovos/2oz1
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" BASEOF . . BECI'/TOL ENG/I11EER/Nfs a . mkli 'U a . I , •
ova =17NG bm
OPENINGS SET WITHIN 1-FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTEDIN THE FBC APPROVED PRODUCTS LIST SHALL BE BASED ON ONE (1) FLOOD VENT PER , . V. ' tb ""=° - G21001
EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET5 OF 6. '"'°E'"R01p�"'"' "'m""''®""°
. .. .. 0."dA�ofa]m/bp00081@ Nw,wea TB
. SHEET 1 OF 6
BOW FRAME RAFTER OPEN CARP.ORT.- HORIZONTAL ROOF . BOW FRAME RAFTER ENCLOSED BUILDING. - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY. BUILDING - HORIZONTAL ROOF
FLOOD VENT (As applicable) ROLL. UP DOOR SWINGING DOOR ROLL UP DOOR SWINGING DOOR
.. ra'. .Ia. a nlir.hf � (As applicable) (As applicable)
I - -
ENCLOSED LENGTH VARIES
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION .-'TYPICAL SIDE_ ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL,END ELEVATION
NOT TO SCALE NOT TO SCALE NOT TO SCALE .' NOT TO SCALE. .. NOT TO. SCALE NOT'TO SCALE
BOX EAVE FRAME. RAFTER.OPEN CARPORT. - HORIZONTAL ROOF. BOX EAVE .FRAME RAFTER ENCLOSED BLDG. HORIZONTAL ROOF BOX EAVEFRAME' RAFTER UTILITY BLDG - HORIZONTAL: ROOF'
;FLOOD VENT (As applicable); ROLL -UP DOOR:. SWINGING DOOR. ROLL=UP DOOR SWINGING DOOR
p (Asa plicable) (As applicable) (As applicable) (As applicable)
ENCLOSED LENGTH VARIES
TYPICAL SIDE ELEVATION . TYPdCAGEND..ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION' :. TYPICAL SIDE ELEVATION TYPICAL END ELEVATION.
NOT TO SCALE . .. NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE'
SOX SAVE FRAME RAFTER®PEN CARPORT 0 VERTICAL. ROOF BOX EAVE FRAME 'RAFTER.ENCLOSED :BLDG.- VERTICAL ROOF BOX. EAVE FRAME- RAFTER UTILITY BLDG VERTICAL ROOF-
f: applicable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR ' SWINGING DOOR
1.
FLOOD VENT (AS
Asapplicable) (As applicable) (As applicable) (As applicable)
�s. _IOP44
-—ENCLOSED LENGTH V IES
_
TYPICAL SIDE ELEVATION. TYPICAL END ELEVATION TYPICAL SIDE ELEVATION • TYPICAL END ELEVATION TYPICAL -SIDE ELEVATION' ��� �t� C b(ttEVA.TION '
NOT TO SCALE NOT TO SCALE NOT TO SCALE . NOT -TO SCALE' NOT TO SCALE
BECHTOL ENGIH RMG A �'&�; I P4
605 WEST NEW YORK-ANUE -
- DELAND;FLORIDA.3274�: —
A F \
Thomas Bechtq .E.�/'
' '• \ \
Florida License o. 38N� \�
��1111111���
+. p p
CAROLINi4 CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL:BOX EAVE RAFTER GABLE END ELEVATION TYPICAL O AVE RAFTER GABLE END ELEVATION
NOT TO SCALE NOT TO SCALE NOT TO SCALE
G m 01
AV �ECHT®L ENGINEERING
AND 7E371IVG, Inc kb
!06i2021
NTS
tb `aot"a G21001
• - - ----- -- -----_-_- ---- ---- ---- �rnoo�a�erx, ervwaamaw ermw�wniEmwo Enoerram
TB SHEET 2 OF 6
26 GA'. GALVANIZED METAL ROOF PANELS 26 GA. GALVANIZED.METAL'ROOF PANELS : - -_- -
r17L - 26-GA: GALVANIZED METAL ROOF PANELS`
FASTENED TO RAFTERS PER MANUFACTURER'S FASTENED TO RAFTERS PER MANUFACTURER'S . FASTENED TO PURLINS PER MANUFACTURER'S
'INSTALLATION INSTRUCTIONS INSTALLATION'INSTRUCTIONS INSTALLATION. INSTRUCTIONS
2 . 12 2 Q 1-1/2" 18 GAUGEFURRING 11
CHANNEL (PURLIN) . .. 5 ..
24" 16 GA U-CHANNEL BRACE 24".16 GA U-CHANNEL BRACE'
2
4
.F-
FASTENED TO RAFTER WITH FASTENED TO RAFTER WITH
_ .(2) .#12-14 x 3/4' SDF's AT . �_ (2) #12-14 z 3/4" SDF's AT F 24' 16 GA U-CHANNEL BRACE .
EACH END 4 PER BRACE m - EACH END 4 PER BRACE _ SEE' . .
w ( ) _ - ( ) FASTENED TO RAFTER WITH TABLE 1 -
x W w (2) #12;1.4 x 3/4".SDFs AT .
w 24'.MAXIMUM.RAFTER SPAN ON SINGLE RAFTER . ' : - 24' MAXIMUM RAFTER SPAN ONSINGLf RAFTER _ .EACH END (4,PER BRACE) + _ SHEET .. -
>24' TO W. RAFTER SPAN REQUIRES A TRUSSED RAFTER.
1OF6 s
>24' TO 30' RARER SPAN.REOUIRESA TRUSSED RAFTER 1 .. .. O -
p - AS SHOWN ON THIS SHEET 4 .. 'AS SHOWN ON THIS SHEET 4 )' 24' MAXIMUM RAFTER SPAN ON.SINGLE RAFTER a _ w
s24' TO 30' RAFTER SPA RE ATRUSSED RAFTER
AS SHOWN ON THIS SHEET ' 4 .. ..
F
TYPICAL, TYPICAL INTERIOR RAFTER/PO$T' . !
INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME: . FRAME SECTION. - BOX EAVE - HORIZONTAL ROOF ; .
ri . - OTPTO SCALEICAL BOW
ERIOR
NOT TO SCALE Nor TO SCALE ER/POST FRAME SECTI N - V rl
RAFTER GABLE END FRAMING PLAN.
RAFT AL.INT
r AL
O ERTICAL ROOF /
NOT TO SCALE �jl.
LENGTH VARIES DEPENDING ON • LENGTH VARIES 'DEPENDING ON TO EACH RAFTER WI1-1/2" 18 GAUGE TH 2 #12ING N14 X 3/4' SELF -DRILLING- NEL. FASTENED I
.
r
NUMBER AND SPACING OF RAFTERS NUMBER AND SPACING OF RAFTERS FASTENER SPACED NOT MORE THAN'48" O.C.
y
.. .. .. .. .. jj .. .. .. .. ..
6'�
SEE MAXIMUM `E
+I SEE . { TABLE 1' 4' O.C: FOR -
SEE' SEE-. TABLE 1 I7 ii' SHEET' VERTICAL
SHEET' ' .1 OF 6 . PANEL
TABLE .1 ' TABLE 1. - yy
SHEET SHEET (j' 3
1OF6. 1OF6 III 4 3
10F6
I�
rl I LENG VARIES DEPENDING ON NUMBER.
TYPICAL RAFTER/POST FRAMING PLAN_ =BOW FRAME TYPICAL RAFTER/POST FRAMING PLAN -BOX EAVE TYPICAL
1 TYPICAL BOX EAVE' RAFTER. GABLE END. FRAMING PLAN.
:.
NOT TO SCALE NOT TO SCALE _ % NOT TO SCALE
1 AND SPACING OF RAFTERS
T. NO to SCALE '
SEE
SEE TABLET
TABLE 1 OPENING FOR SWINGING SHEET �� FrVIEW D.
SHEET DOOR WITH NON-STRUCTURAL 1 OF 6 -
10F6 HEADER 5.
,z
..
OUNT
4 6 q q_ 4 Dc .. 5
..
12`MAX. OPENING � � � � '
--'' - - --FOR ROLL -UP DOOR- - - .- =— - = - - - - - -- --- - - — - — - -- -- - -- - -- - -- - FASTENED O24" 16 GA HRAFTERWTHE-- -- - - 4
WITH STRUCTURAL " . _ - 6 - - - (2),#12-14 x.3/4" SELF -DRILLING,
HEADER .. .. 000N .. .. ..
4 4 _ _
- - - - 12' MAX. OPENING FOR
OPENING
SWINGWG
wrtNNorr . 4 � SCREWS AT EACH�END:
10' (TYPICAL) HEADER.
STRUCTURAL
. ROLL -UP DOOR_VJITHNeaopt. " " BRACE)
(4 PER
- NON-STRUCTURAL
.5 -..q _ q q 4 4. .4 - q' Ac A' q, q .q .. 4. '.4 ..
HEADER .
LLA.. _ - ..
OPENINGFOR WINDOW.WRH -
NON-STRUCTURAL HEADER ROOF EXTENSION OPTION MAIN STRUCTU \ A dAOv LEAN. O.OPTION
.. _ .. AND. WINDOW RAIL .- N \ \ . . / ..
TYPICAL
TYPICAL SIDE WALL OPENINGS FRAMING PLAN (AlsoappficametoEndwals) END WALL -OPENINGS POSVRAFTER:FRAMING PLAN _
TYPICAL LEAN:TO.OPTION$:FRAIVIING RLA ,{� o► 7:WN* . ,N)'
NOT TO SCALE NOT TO SCALE' g EAVE S NOT TO CALE (BOX RAFTER SHOWN; ONLY TANDEL1tD LEAN- TOM APPLICAB T06 �FR�NIE RAFTER) "
48 -
24" 16 GA U-CHANNEL BRACE (5' TO T POST) r
" 16 GA U CHANNEL.BRACE (F TO 14' POST) BECHTOL; GINEERING AN °STING, INC.
E 0 _
FULL 6" WELD TO T NORI�QI 3P 2VE
605 WEST AVENUE
BRACE ANGLE SHALL BE MIN. 30° D LAND F
MAX. 45° FROM HORIZON AL
6" SIDES
FULL D BOTH SIDES
BOTH ES
`V \
6" z
q
Florida LicensS ; P•E% _ /� q L..ENG\���`
5'
.. fl
WELD ALL WEB ~-5
CONNECTIONS;
WELD ALL WEB
CONNECTIONS, 3 3
BOTH SIDES
BOTH SIDESV 4 4
FREESTANDING
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE LEAN-TO' FRAMING PLAN.
NOT TO SCALE. NOT TO SCALE NOT TO SCALE'
A
1/2' x MINIMUM, 5' TAPCON REDHEAD LDT INSTALL .1/2" x MINIMUM 5"- TAPCON REDHEAD LDT
OR 1/2" x MINIMUM 5-1/2' EXPANSION ANCHOR ANCHOR OR 1/2' x MINIMUM 5-1I2' EXPANSION ANCHOR DRILL 5/8" HOLE THROUGH THE 2" WASHERS !�DRILOLE— THROUGH TH'WASHERS .
H BASE RAIL WITHIN 6" OF EACH THROUGH BASE RAIL WITHIN 6" OF EACH AND, _ BASE RAIL AND SECURE TO �.
BASE RAIL AN /f
POSTS ALONG SIDES AND EVERY END RAFTER POSTS ALONG SIDES AND EVERY'END ANCHOR EYE WITH 1/2" DIAMETER.. TS CONTINUOUS y' ANCHOR EYE WITH 1/2' DIAMETER TS CONTINUOUS
ST ALONG END WALL SECTIONS • WALL POSTALONG END WALL SECTIONS BASE RAIL % BASE RAIL�•.yTHROUGH,BOLT ' THROUGH-BOLT4"MINIMUM2' MINIMUM MIN: 6•TOP OF'ASPHALT PAVEMENT �.TOP OF ASPHALT PAVEMENT
OR STABLE GROUNDSURFACE'
_.__._ MINIMUM 2-1/2" EMBEDMENT EMBEDMENT
OR STABLE GROUND SURFACE
EYE ANCHOR '+
MINIMUM 2-1/2° EDME
y`\
I II
518 ROD OR
48' LONG .
r WITH 6" HELIX
12" 5/8" ROD 60.' LONG. (SEE NCHOR EYE ANCHOR (SEE.GROUND ANCH GROUND A �`
p , MINIMUM 4 WITH 7 HELIX, SCHEDULE, SHEET .1 5/8' ROD 30" LONG SCHEDULE; SHEET 1 OF6,.
FOR APPLICABILITY) OF �t WITH DBL 4" HELIX FOR APPLICABILITY)
6
- \ II
•
AS APPLICABLE
—12" EPAVEMENT'
C NTI O NUOUSd"CONCRET
MONOLITHICCONC. FOOTING (2500 PSI MIN.)
i�
, REINFORCED, WITH 2 t/5's CONTINUOUS.
CONCRETE BASE RAIL: ANCHORAGE.-: �g. C BASE.RAIL DEEP ANCHORAGE _ BASE RALL ANCHORAGE
ONCRETE BASE RAIL ANCHORAGE
.. 1 /4' .. . , -NotTo,Scale (OPTIONAL -OPEN CARPORTS.ONLY) .. C' .. .. .. - p - - .. .
Not To Scale . Not To Scale Not To. Scale
DRILL 5/8" HOLE THROUGH THE 2' WASHERS -' !! 24 16 GAU-CHANNEL BRACE (5' TO T POST)
BASE RAIL AND SECURE'TO i LONG TS NIPPLE
48°..16 GA U-CHANNEL BRACE (8'.TO 14' POST) .. TS BOW )
ANCHOR EYE WITH 1/2",DIAMETER TS CONTINUOUS / BRACE ANGLE SHALL- BE MIN. 45°
( -
THROUGH=BOLT BASE RAIL' (� TO MAX. 60°'FROM HORIZONTAL NO SCREWS f'
ER
SECURE POST 70 NIPPLE
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REQUIRED .
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IN BOW BEND
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BRACE ANGLE SHALL BE M N16 GA U-CHANNEL E 45 TO 14' PO .
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EYE ANCHOR ' '
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POST/ AIL `r
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RAFTER/POST DETAIL � F-TER/POST DETAIL
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CONCRE-TE-BASE- RAIL ANCHORAGE -- - - t- - - - - - - -
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TS BASE/WINDOW RAIL' OR AND RAFTER CHORD/RAIL WITH .. ANGLE SECURE TO
NON-STRUCTURAL HEADER (4) #12=14 x 3/4" SDF's, (2) ON POST AND BASE RAIL OF
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CLIP POST TO RAIL ONLY ON OPTION
FOR VERTICAL SIDING OP
SIDE OPPOSITE THE OPENING. /'► /p-®' p' /�' CARPORTS,
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POST TO RAIL', TRUSS CHORD, OR NON-STRUCTURAL HEADER WINDOW .
END POST/BASE RAIL CONN. RAIL, OR GIRT TO POST. CONN. DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
NON-STRUCTURAL HEADER CONN. DETAIL 5 6
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NIPPLETO 3/16"
DBL. HDR. TS RAFTER POST
6' LONG TS NIPPLE
•• SECURE EACH WITH (4) #12-14 x 3/4"
SELF -DRILLING FASTENERS
6' LONG TS NIPPLE
•• SECURE EACH WITH Tx2"x2" 16 GA ANGLE CLIP S
' E 'LONG TS NIPPLE_ 12 GA TS POST
SECURE TO POST AND .(4) #.12-14 x 3/4' 1/8' .
SECURE'WITH (4) #12714 x 3/4"
RAFTER WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS SELF -DRILLING FASTENERS
SDF's, (2j ON BOTTOM,
(2) ON SIDE
OR r rj TS BASE RAIL
2"x4" 16 GA PLATE ,
SECURE TO EACH SIDE OF i o I j o I 2 GA DOUBLE TS HEADER
TS END POST POST/RAFTER CONNECTION I J ��
WITH (4) #12-14 x 3/4" SDPs,
(2) ON POST, (2) ON RAFTER 2 GA TS POST 3116" NIPPLE TO.
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�3/16'NIPPLE TO
BASE RAIL .
RAFTER POST/BASE'
END POST/RAFTER GONN. DETAIL $ RAFTER POST/DBL. HEADER DETAIL9 RAFTER POST/HEADER DETAIL BASE RAIL. CONNECTION DETAIL
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1-1/2" x 1-1/2: x 2 16 GA CLIP ANGLE
SECURE TO RAFTER POST AND. TS RAFTER POST
GABLE RAIL WITH (4) 012-1 4 x 3/4" SDF's, NIPPLE TO 3116" 6" LONG TS.NIPPLE
TOP.AND BOTTOM RAFTER SECURE WITH (4) 412- 14 z 3/4"S DF's
2'x4" 16 GA PLATE (ONE REQUIRED)
SECURE TO EITHER SIDE OF.
TS RAFTER 12"•tONG.TS.NIPPLE
POST/RAFTER CONNECTION
SECURE POST TO NIPPLE
1-1/2' x 1-1/2" x 2" 16 GA CLIP 2) ON(POST, (2) ON. RAFTER,
2
ANGLE SECURE'TO RAFTER '
1-1/2' x 1-1l2" x'2' 16 GA CLIP. ANGLE TS LEAN-TO RAFTER
.WITH (4) #1 14 k 3/4' SDPs W
AND GABLE RAIL WITH (4) •
#12-14 x 3/4' SDF's, (2) ON TOP, • .
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SECURE TO RAFTER AND GABLE
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I
RAIL WITH (4) #12-14 x 3/4" SDF's
(2) ON TOP, (2) ON SIDE TS GABLE RAIL
16 GA U-CHANNEL BRACE (S TO T POST) 24' Tx2"x2" 16 GA ANGLE CLIP "
O AND .. .
TS RAFTER POST I RAFTER O H (4) #12-14.x 3/4"
6 .
" LONG TS NIPPLE 48" 16 GA U CHANNEL BRACE V TO 14' POST)
SECURE RAFTER AND POST . TS GABLE RAIL BRACE ANGLE SHALL BE MIN 45°
T 2 14.x 3/4" TO MAK.60'FROM HORIZONTAL
ECURE T
O NIPPLE WITH (4) #1 S
SELF -DRILLING FASTENERS T R • RAFTS POST (DON
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GABLE RAIL TO RAFTER. POST • TS RAFTER POST
CONNECTION DETAIL POST _/ LEAN-TO RAFTER CONN. DETAIL
11A GABLE -RAIL TO RAFTER POST 1.3
Not To Scale 12 Not To Scale_
RAFTER/POST DETAIL .
CONNECTION..DETAIL Not To Soale.
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REVIEWED: FOR .
CODE pCOMPLeIANCE
LU
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T TS LEG POSTTS LEG POS
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1-1/2 18 GAUGE FURRING CHANNEL FASTENED
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TS RAILS
TS POSTS
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2"
SPACED NOT,MORE THAN 48".O.C:
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4"
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TS BASE RAIL
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14 GA FRAMING
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FASTENED TO THE POST " SDFS 1 NOT TO SCALE C p I�OLI1MA C/® ®pORTS' INC..AFTER WITH (2) ND (4 x 3/4' SDPS //'''"' R N ARr a 1� �I
AT EACH END(4PERBRACE) q� ROOF PANEL ATTACHMENT
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
-BRACE SECTION % (ALTERNATE FOR VERTICAL ROOF PANELS)
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DELANB, FLOMDA 32720
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CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
01/05/2021
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