HomeMy WebLinkAboutMetal Carport Installation PlansFBC APPROVED "PRODUCT$ LIST � MAXIMUM ALLOWABLE
'GROUND.ANCHOR
RAFTER FR
... E AME, END.POST
.. -WI ..
AND PANEL FASTENER SPACING SPECIFICATIONS' .
QA_
APPROVAL • . PARTIALLY
PRODUCT.CATEGORY SUB. CATEGORY* MANUFACTURER' EXPIRATION ' .DATEO "
AVERAGE FASTENER SPACING
ON-CENTERS'ALONG, RAFTERS: OR
E
No.' 8 DAT - .. ..OPEN.. ENCLOSED ENCLOSED
S OR G
'-(INCH
STRUCTURAL COMPONENTS ROOF.DECK . CAROLINA CARPORTS, INC. FL6596:1-R6 04/ 5%27 = 180 1130 180
S)ND
-
26 GaugeAG.Panel . � 1211.5120. WIND . � ULTIMATE
• . NOMINAL POSTXRAFTER• -
EXPOSURE WINMPH) SPEED WIND ACIN INTERIOR'' END
SPEED. S`FEE7)
'.
STR C.URAL L CAROLINACARPORTs,INC. osi14/27 180 180 ltio .. CATEGORY CATEGORY '.RI8K
SlRUCTURALCOMPONENTS STRUCTURAL WALL FL6702.1=R6.
MPHj POSTS/RAFTERS POS.TSIRAFTERS
26 Gauge AG Panel .. 12/15/20 .
+ 'f1�0 TO 1�50 T89 TO 116� �5;0� . 6 6
STRUCTURAL COMPONENTS L FL6702.3-R6 - -- _ - - - STRUCTURAL WALL CAROLINA CARPORTS, INC., . 03/14/27 N/A 164- - ' 143. - -
26 Gauge Dutch Lap Wall Panel:: 12/15/20 '
151 TO 180
117 TO.•139 4.0- . 6 6 .
N/A
STRUCTURAL COMPONENTS' FLOOD.VENT .. CRAWL SPACE DOOR SYSTEMS; INC. FL29622.1-R7 09/30/22 _ N/A- N/A NOTES: 1.'S ecifications applicable to 26 gauge metal roof and wall anels fast direct) to 12 or 14 au a steel tube kaming, or. 18
•
.: 16x8 Flood Vent 02/28/21 gauge hat channel roof,purlins..
139 2.; Specificatioris, applicable only for mean roof height of 20 feet or less; and roof slopes'of 7° o.27* (1.5:12 to 6.12 pitch). Spacing'
n t
.EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL179.96:3=R2 - 08/26/25 N/A . 139 -
;. requirements for other roof heights and/or slopes may vary.
Series 402-14-' 02128/21' .. -
' iia. :. GROUND ANCHOR SCHEDULE
EXTERIOR DOORS SWINGING .'ELIXIR.DOORAND METAL.COMPANY FL17996.57R2 08/19I25NIA . 155. -ULTIMATE WIND SPEED
02/28/21 mPh) METAL CARPORT INSTALLATION. PLANS
Series 407 ;
180AND
11
DETAILS AND FRAMING AND
-
8888.1 R6 12/31/21 N/A 174
EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES 1NG" FL - .
12
FASTENER SPECIFIC NS
._ Model 203 (12' Max: Width) .. 02/09/21' .
.. ,
179 •14 30'Anchor.'
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-R5 04/06/27 N/A,. 154 . Detail
a
FOR. CONSTRUCTION IN THE STATE OF FLORIDA
Steel Roll Up Sheet Door.(12' Max Width) 12/16/20 6
v'
180 18.
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.2,=R5. . 04/05/27. N/A 180 H.
PREPARED FOR:
CAROLINA. GARPO RTS, INC..''.
( ) 12/16/20
Steel Roll-UpSheet Door - 8'. Max. Width 0 20 413°Anchor
�.
B
155 ..
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL168os.3-R5 � 04/05l27 N!A' 133 � C2 • 22. Detail
DOBSON; NORTH CAROLINA 27017
_ _ '12/16/20
$teel Roll Up.Sheet Door . (16' Max Width) , p 24
180 -
• EXTERIOR DOORS .. • ROLL -UP CAROLINA.CARPORTS,.INC. L16806.4-R5 . 04/05/27 NIA 1j2 _ 26 :.
m.
BECHTOL ENGINEERING AND TESTING INC..
i
.. _ .. _
Steel Roll -Up Sheet Door- (10' Maz. Width) 12/16/20
" 605 .WEST NEW YORK AVENUE
5
WINDOWS SINGLE HUNG. . MI WINDOWS'AND DOORS FL17499:1-Rt3 10]17/23 N/A . . 17 157. $�
D LAND, FL
EFLORIDA2
Detail�Cr DA 720
...
• ModeF185SH 11 /27%20
o or
e l Ica e u z 2-
atIHECEIVED0549
DETAILS 1C AND.! D SHOWN ON SHEET 4 OF fi
NOTES:
1: DOORS A D WI ROWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES ANWOR MODELS PROVIDED THEFOLLOWING.CONDITIONS ARE MET
NN
' . A. PR'ODUCT.'SHALC HAVE A VALID FBC PRODUCTAPPROVAL. ' . , `
B. COMPONENTSARE INSTALLED' ACCORDING TO MANUFACTURER'S INSTALLATION REQURIEMENTS... ' ".MAXIMUM POST. SPACING FOR DUTCH LAP IS 4.0'
NOV- 1
.('J f V R.IV Z021..
2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME F.OR SUBSTITUTED PRODUCTS.. HEADERS ANb. WINDOW RAILS MAY RALSED OR, LOWERED.FS-NECESSARY TO ACCOMODATE
'SUB TITUTED PRODUCT. S ..
�4J'Cle County
REVIEWED .:IAN . . ermlttm9
e ..
.
AENERAENOTES ':
�QDE:C'� : OVN.
1, . THESE PLANS PERTAIN, ONLY. TO. THE STRUCTURE, INCLUDING "MAIN YVIND FORCE RESISTING.SYSTEM, COMPONENTS AND -CLADDING, AND BASE.RAILANCHORAGE. OTHER DESIGN ISSUES,. INCLUDING. BUT NOT LIMITED TO
PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET.BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
(�
THISIS TI��T�W AC ONS AND
P
SPED IgS HEREIN F PARED BY THE
2. "THESE STRUCTURES ARE DESIGNED AS N,OWHABITABLE UTILITYISTORAGE BUILDINGS,(RISK CATEGORY [).CAPABLE OF.SUPPORTING DEAD LOAD O .THE. STRUCTURE AND APPLICABLE LIVE -AND WIND LOADS. IMPROVEMENTS
N
UNDERSIG ED PROFESS[ L GINEER; AND ARE IN � .
ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF
NOT.SPECIFICALLYADDRESSED .HEREIN, INCLUDING DOORS,-WINDOWS,"'OR:OTHER COMPONENTS NOT LISTED.IN THE. FBC APPROVED PRODUCTS -LIST (THIS SHEET), AND NQT.PROVIDED AND INSTALLED BY CAROLINA CARPORTS,
-THE FLORIDA BUILDING CODE SEVENTH EDITION (2020). .
ING., 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 OAMAGE-OR FAILURE DUE TO THE.
APPLICATION OFADDITIONALLOADS:
18°►- b 35
3• ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED;OR STAINLESS STEEL OR ZINC PLATED.
4• ALUCOM.PONENTS AND. CLADDING. SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS; AND SHALL MEET THE DESIGN,PRESSURES REQUIRED BY THE FLORIDA BUILDING :CODE (FBC) AT THE
LOCATION OF. THE BUILDING WITHIN THE STATE OF FLORIDA:
G
` I&
ALL CONNECTIONS SHALL SELF SCREWS CONTROL WASHER. ALL '.
�. ®�
5.. FIELD FRAMING BE #12-14 x 3/4" DRILLING WITHOUT SEAL SHOP FRAMING CONNECTIONS SHALL WELDED.
.�ZY
BECHTaL ENGINE A T�IjIG, INC
6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM M GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH.6X6-W1 AXW1 .4
605 WE�Z NEW YbRKAVEN
-WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.
DELAtZD•, FLOROA 3
0j 3
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
ANDIOR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR"SCHEDU. LE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS.'
8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LDT 1/2" x F OR EQUIVALENT.OR WEJ-ITANKR=TITS MODELAT1252, OR SLEEVE ANCHOR MODEL � SA 1260, OR EQUIVALENT.
Ove's• 4P•
Flori o'.9 OF
9.. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS.
��' ' •;
`�
10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318A OF THE FBC SEVENTH EDITION (2020) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC
wy-IbINJAV"EARPORTS,
SEVENTH EDITION (2020) = BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF.ISASSUMED.0
INC.
11. 14 GA FRAMING: 2-1/2" x 2-1/7 TUBE STEEL (TS) WITH 2-1/4" x 2-1/4" TS NIPPLES.
GENERIC PLANS' FOR USE IN THE STATE OF FLORIDA
12 GA FRAMING: 2-1/4"'x 2-1/4".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
iIEL6 wre: 06/04/2021
BECHTOL ENGINEERING mkb . u E NTs '
M
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 TESTING: Inc CHEc�E° tb ^P°' N0 G21001
EVERY 305 SQUARE FEET OF ENCLOSED AREA. -SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET.5 OF 6.
�«suui"oeEmEcwuicn E �"o"vE ^�rovA*eRisre" I�E�ffis
- •. ..
.° wEo
umrLi�damdvmo"w a000sam TB
P" SHEET IOF6
s
L N
1101111 IT
TYPICAL SIDE ELEVATION. TYPICAL END ELEVATION. TYPICAL SIDE ELEVATION TYPICAL.END ELEVATION'-TYPIC L SIDE ELEVATION.
A TYPICAL END. ELEVATION .
NOT TO SCALE. NOT TO SCALE. NOT TO SCALE NOTTO SCALE NOT TO SCALE NOT TO SCALE
BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF 1BOX—EAVE FRAME-RAF_T.ER_EN.CLOSED=BL- DG _--HORI ONTALZROOFJ' BOX EAVE FRAME: RAFTER UTILITY BLDG'- HORIZONTAL ROOF
FLOOD VENT.(As applicable)'_,,- ROLL-UP'DOOR • -SWINGING DOOR ROLL -UP DOOR ' SWINGING DOOR '
!Ae annlir hlel _. - lAe annlirahlol _ --
(As applicable) (As applicable)
.. ENCLOSED. LENGTH.VARIES -� -
TYPICAL SIDE. ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION. TYPICAL END ELEVATION TYPICAL EN.D.ELEVATION'
NOT TO SCALE. NOT'TO:SCALE NOT TO SCALE 'NOT TO SCALE' A
TYPICAL SIDE: ELEVATION-
NOT TO SC LE 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 ..
_.
. - . „ . G TICAL ROOF:
FLOOD VENT.(As applicable) • ROLL -UP DOOR SWINGING DOOR
ROLL -UP DOOR SWINGING DOOR
. ' (As applicable) (As applicable). (As applicable) (As applicable)
I
TYPICAL SIDE ELEVATION.'' TYPICAL END ELEVATION TYPICAL SIDE ELEVATIONTYPICAL END' ELEVATION `%,111111 1 jvpg
NOT TO SCALE NOT TO SCALE NOT TO ;SCALE NOT SCALE
TYPICAL SIDE ELEVATION_ , �AL END ELEVATION
NOT TO'SCALE ® E B I�T,J S�Si'LE
r
UICEIVS
BECHiOkE�NGIN081 N.C. "
605 WED l`MWyORK AVENU T
DELANQ'FjqRIDA 3272 _
zz
LoveB.P RI®'�►. o�``�.
Florid tense, 7i .
CAROLINA 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 BOX EAVE RAFTER GABLE END ELEVATION °A7 06/0412021
NOT TO SCALE NOT TO SCALE NOT TO SCALE Or BECNTOC ENGINEER/NG °ww" mkb su`E NTs
AND TFS1yNG,Ina cRECID tb'. A"a."°' 'G21001'
CONSULTING GEOTELHNICAL•£NVIRONME .AND MATERIALS TESTING ENGINEERS
.. ., .. AR
. LlNli[ale dAMMlx°tim No W065Cg1 AP WED' TB SHEET ,20F6
. 4
26 GA. GALVANIZED METAL ROOF PANELS,
26 GA: GALVANIZED METAL ROOF PANELS
'26 GA. GALVANIZED METAL PANELS
FASTENED TO;RAFTERS PER MANUFACTURER'S -
FASTENED TO RAFTERS PER'MANUFACTURER'S
FASTENED_TO PURLINS PER R ER'S
MANUFACTURER'S
INSTALLATION INSTRUCTIONS
NSTALLATION INSTRUCTIONS
INSTALLATION INSTRUCTIONS
-
2. ". Q3
•
z 12
3..
.1 �/2"'18 GAUGE' FURRING-
tT
4
CHANNEL (PURLIN)
.
z
24" 16 GA U-CHANNEL BRACE .
.24" 96 GA U-CHANNEL BRACE
a.
• ..
FASTENED TO RAFTER WITH
FASTENED TO RAFTER' WITH \\-T
(2) #12-14 x 3/4" SDF'S AT -
2 #12-14 x 3/4".SDF's AT
w
EACH END (4 PER BRACE)
_
EACH END.(4'PER BRACE)
_
- FASTENED TO RAFTER WITH -
SEE ,.
_
O
w
c0 .
(2) #12-14 x 3/4'� SDF.'s AT
TABLE 1
x
24'
24' MAXIMUM RAFTER SPAN ON, SINGLE RAFTER
- v
'
24- MAXIMUM RAFTER SPAN ON SINGLE RAFTER , -
- -
_
EACH END (4 PER BRACE) -
-
..
SHEET
- J
- e
-- >24'TO 30'.RAFTER SPAN REQUIRES A TRUSSEDRAFTER.
-
1
> RAFTER' SPAN
24'TO 30'RA R' SPAN REQUIRES ATRUSSED RAFTER
1
w
,:
..
-
OF
AS SHOWN ON THIS SHEET"
- .. ..q
'�
'" - . ON THIS SHEET
. 4 ..
LU
_
- -
M
- 24' MAXI UM RAFTER SPAR ON SINGLE RAFTER.
-
- -
.. ..
'
. .
.'
.. ... - ..
_ ..
.,
i24' TO 30' RAFTER SPAN REQUIRES'A TRUSSED RAFTER
-
.. .. ..
..
_
AS SHOWN ON THIS'SHEET
a
TYPICAL.:
TYPICAL INTERIOR:RAFTER/POST.rh
INTERIOR RAFTER/POST FRAME SECTION -BOW FRAME
MRAIIAE'SECTION=BOX. EAVE - HORIZONTAL ROOF -p
TYPICAL BOW RAFTER GABLE.END FRAMING PLAN
NOT TO SCALE.'
.
NOT TO SCALE -- — -
TYPICAL INTERIOR ....
NOT TO SCALE
-
.. FT:ER/POST FRAME SECTION VERTICAL ROOF '..
• ..
:NOT TO SCALE- -
1'1/2"•18'GAUGE FURRING CHANNEL FASTENED
_
-LENGTH VARIES DEPENDING ON
III IPARCDAIJfI CDA/`I1J!_` AC DACTCDC-
LENGTH VARIES DEPENDING ON
NU C NG OF F
TO *EACH RAFTER WITH (2) #12=14 x 3/4". SELF,DRILLING .
MBER AND SPA I RA TERS.
FASTENER SPACED NOT MORE THAN 48". O.C.
-
- 5.
6'—'I
1-6" •
SEE
SEE
MAX
.. .
TABLE: .
TABLE 1
. 4' O,CI FOR
S EE-
.1
SHEET
'
SHEET
VERTICAL.
;PANEL
TABLE 1
1 OF 6-
1.OF 6'
SHEET
1.OF 6
4
_
3
.
w
EN NUMBER'
L G
:AND SPACING OF RFTERSUM
TYPICAL. RAFTER/POST FRAMING PLAN - BOW FRAME t�.Y P- Ci4URAFTER/POSTf_RAMING'PLAN':::'=BOX .EAVE
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN,
-NOT-TOSCALE
NOTTOSCALE
TYPICAL
POST/RAFTER FRAMING PLAN.- VERTICAL ROOF -
NOT TO SCALE
SEE
SEE
1
TAPLEA
TABLE 1 OPENING FOR SWINGING
SHEET
SHEET ',DOOR WITH NON-STRUCTURAL
7 1 OF 6
12
1.OF 6 HE ADER
5
s
8 s
..
.S
.4 _
_
�4
2.
4
13
.
..
..
-
..
5 -
12' MAX. OPENING
.. S
.4.
. .
- -
24" 16 GA U-CHANNEL. BRACE
FOR -ROLL -UP DOOR
..
4
a
-
.. FASTENED TO RAFTER WITH
4
WITH STRUCTURAL
HEADER
:
COEMNCFOR
SVANGING °R
g
(2) #12-14 k 3/4"SELF-DRILLING
OPENING
�ROLL-UPDoOR
SRUC
q..
AT E ND
10" (TYPICAL)
WX.
ITH
(CPER BRACREWS
E)
.. &
4 .
6 . .. 5
..
3,
NON-STRUCTURA L
4
1
3
.. --
.4
... 4'
q•q
..
4
.
4
HEADER
.
4 A
,
.3
4. ..
-
'OPENING FOR.WINDOW WITH
NONSTRUCTURAL HEADER
- -
TYPICAL '
I
1
.. .. -
ROOF EXTENSION OPTION MAIN STRUCTURE, I 111'I /'STANDARD I EAN'TO OPTION
AND WINDOW RAIL.
TYPICAL SIDE WALL OPENINGS FRAMING PLAN. (AlsoapplicaetetoEndlNaRs).
-
4_
END WALL OPENINGS POST/RAFTER FRAMING -PLAN PIC/ALLEAN�T_O QPTIQNS_F_-RAMING:PLAN F�T �5.� - O l--N.-i
NOT TO SCALE
NOT TO SCALE
L ( E NOT TO SCALE. (BOX EAVE RAFTER SHOWN, ONLY.STAN MD TO` fOA, FRAME RAFTER
24" 16 GA U-CHANNEL BRACE (V TO 7' POST)
LD
S
48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)
BRACE ANGLE SHALL BE MIN. 30°
TO MAX. 45° FROM HORIZONTAL
FULL 6" WELD
BOTH SIDES
6"
WELD ALL WEB
CONNECTIONS.
BOTH SIDES
OPTIONAL 24'-1 TO, 30' TRUSSED RAFTER - BOW
NOT TO SCALE
FREESTANDING 7 kstuillut tivull twflivG
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER BOX EAVE _ allo.rFs>rroc mc'
LEAN-TO FRAMING PLAN' UL;INGGE E11CC ER�ME":woo".rER,.�rE� N�Rs
NOT TO SCALE
NOT SO SCALE
INSTALL-1/2" x MINIMUM 5" TAPCON .REDHEAD LDT . _ INSTALL 1/2" z MINIMUM 5" TAPCON, REDHEAD LDT
ANCHOR OR 1/2" x MINIMUM 5 1/2" EXPANSION ANCHOR t; ANCHOR OR 1/2" z MINIMUM 5 1/2" EXPANSION ANCHOR DRILL 5/8" HOLE THROUGH THE 2." WASHERS DRILL 5/8" HOLE THROUGH THE 2" WASHERS
'THROUGH BASE,RAIL WITHIN 6" OF EACH `' BASE RAILAND SECURE.TO BASE RAILAND SECURE TO - THROUGH. BASE RAIL WITHIN 6" OF EACH
_ RAFTER POSTS ALONG SIDES AND EVERY END ? RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR. EYE WITH 1/2" DIAMETER' TS CONTINUOUS' ANCHOR EYE WITH'1/2"• DIAMETER' TS CONTINUOUS
WALL POST ALONG END WALL SECTIONS' . rd WALL POST ALONG END WALL SECTIONS THROUGH -BOLT,. THROUGH -BOLT.. BASE RAIL
. BASE RAIL
4" MINIMUM 2" MINIMUM �� i MIN. 6" TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT
+c — O R
R'STABLE GROUND SURFAC OR'STABLE GROUND SU FACE\
e EYEANCHOR
MINIMUM 2 1/2" EMBEDMENT '
MINIMUM 2 1/2" EMBEDMENT
�� 5/8" ROD 48" LONG
WITH 6" HELIX
e .
.. OR-
_ - 12". 5/8" ROD 60" LONG (SEE GROUND ANCHOR . EYE ANCHOR' - (SEE GROUND ANCHOR
MINIM M 4" WITH 7" HELIX, SCHEDULE; SHEET-1 OF 6 5/8" ROD 30" LONG SCHEDULE; SHEET 1 OF 6',
B
'tS -
12"� s
�'. CONTINUOUS 4." CONCRETE PAVEMENT
AS APPLICABLE WITH D L 4" HELIX FOR APPLICABILITY)
MONOLITHIC CONC. FOOTING (2500 PSI MIN.).
REINFORCED WITH 2 #S's'CONTINUOUS
t,a . CO;N��E�TE=�B S:E=RALLANCHO.RAGF. = CONCRETE.
BASE RAIL ANCHORAGE
BASE:RAIL DEEPANCHORAGE
— 77
Not To Scale. -(OPTIONAL= OPEN CARPORTS ONLY) C p BASE FI A o scale ' . -
'� B
Not To Scale Not To Scale
DRILL 5/8"HOLE THROUGH THE. - 2".WASHERS ' 24" 16 GA U-CHANNEL BRACE (5' TO T POST):
BASE RAIL AND SECURE TO. .. S BOW.RAFTER 6" LONG TS NIPPLE
ANCHOR EYE. WITH 1/2" DIAMETER TS CONTINUOUS A U BRACE ANGL�ECSH(ALL BE MIN• 45° SECURE POST TO NIPPLE
48"16G
THROUGH -BOLT , . NO SCREWS' WITH (4) #12-14 x 3!4" SDF's
T
BASE RAIL TO MAX. 80° FROM HORIZONTAL -
SE
. _ REQUIRED'
- NIPPLE TO ..3/16" IN BOW BEND
RAFTER'''
T POST
_ TS RAFTER . 46" 16 BRACE (8' TO 1 POST) TS RAFTER
• 4" 16 A,U CHANNEL BRA ' PO
• . < . BRACE ANGLE SHALL BE MIN. 45 -
4' P
9 1/2' TO MAX.'60° FROM HORIZONTAL°-
,... • . - i o i NIPPLE TO 3/16" i l
e...'" BASE R
(SEE GROUND ANCHOR .
BASE L.
AIL �
SCHEDULE; SHEET 1 OF 6, 6" ~ TS CONTINUOUSB RAIL.
M 1
MINIMUM 4" FOR REQU RED ANCHOR) 3"
6" LONG TS,NIPPLE, 6"
SECURE'P.OSTTO NIPPLE WITH
6' LONG TS NIPPLE-
(4) #1244 x 3/4" SDF's 3"
SECURE RAFTER AND POST TO .
CONTINUOUS 4" 6.1 -
" CONCRETE PAVEMENT . TS RAFTER POST. NIPPLE WITH #12 14 x 3/4"
TS RAFTER POST
_ - - ELF DRILLING FASTENERS.
EYEANiHOR- . _ - /POST �,��POST/BASE RAIL G,ONN DETAIL'
IB OX E BOW RA o : Not To Scale ' . ' : ` -- --IG-,RI f
AVE RAFTER. EDETA FTER/POST. DETAIL
CONCRETE BA
(OPEN 2A Not To Scale B. Not To Scale
2
No(To Scale (OPEN CARPORTS WHERE EDGE DISTANCE NOT,
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1 B)
TS POST
SECURE TO POST
TS RAFTER POSTHEADER, OR BOTTom DOFOWINDOW
'
TS TRUSSED RAFTER CHORD, ( N OP OR BOTTOM, ) N SIDE
RAIUGIR 2 1 x 3/ c
T WITH (4) #1 4 4'" SDF's �� � � B'
OR NON-STRUCTURAL HEADER
TS END POST OR DOOR/ B6 WEST t�WYORK EENRh'1l� i11
2j 0 .T M, (2 O .. .
F INC.
WINDOW FRAME POST. 2"x2'SQ" 16 GAANGLE CLIP D, � DA . .. RI :32720 o i
SECURE TO POST (EACH SIDE) 1-1/2" x 1-1/2" x 2" 16 GA CLIP TS NON-STRUCTURAL HEADER �7
TS.BASE/WINDOW BAILOR AND RAFTER CHORD/RAIL WITH ANGLE SECURE TO _
NON-STRUCTURAL HEADER (4) #12-14 x 3AII SDF's, (2) ON POST AND BASE RAIL
(12 GA IF ROLL -UP DOOR FRAME) TOP OR BOTTOM, (2) ON SIDE WITH (4) #12-14 x 3/4" SDF's,
(2j ON TOP, (2) ON SIDE Love B. P
Florida errs 90I53 s�ai°� OF
❑ TS WINDOW RAIL OR GIRT
FOR VERTICAL SIDING OPTION'
VTS CONTINUOUS BASE.RAIL 8 A���A
ANON=STRUCTURAL_HEADER,,:WINDOWrI TS, INC.-
QOST TO RAIL TRUSS-CHQ:RD QR~ _ _ _ •„� _ � � CAR • PORTS,
�ENDnPOST/BASE RAIL CONN RAIL, OR GIRT TO POST CONK. DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
NON-STRUCTURAL HEADER CO'NN. DETAIL s _
t� Not To Scale 6. Not To Scale cA E:
Not To Scale
06/04/2021
WCHroC ENGINEERING °"" " mkb scuE ' NTS
AND TESTING /R0. cN.c tb caa No G21001
GONSIILTING GEGECNNIGL, ENVIRGNMEMAI, AND MATERIALS TEST W0 Et.Y VEERS
.. .. ..
c°mnw�:e wmv.m No omsen A°RRINEO. TB
-SHEET 4 OF 6
NIPPLE TO 3116'
DBL. HDR: .
T S RAFTER POST
. 6" LONG TS NIPPLE .
.•
-
-
SECURE EACH WITH (4)`#12 14 x3/4"
SELF -DRILLING FASTENERS
�e
6" LONG TS NIPPLE
..
2'X2"x2" 16 GAANGLE CLIP
I
SECURE EACH WITH
"LONG TS NIPPLE
12 GAT -POST
S
SECURE.TO POSTAND,
(4) #92.14x_3/4.
1/8" :
SBCURE WI TH (4) #12 N x 3!4.
..
RAFTER WITH, (4) #12-14 x 3/4"
SELF -DRILLING FASTENERS'
r
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SELF. -DRILLING
. SELF -DR G FASTE
FASTENERS
SDF's, (2)ON BOTTOM,
I.o
(2) ONSIDE . .
ORTS
2"z4" 16 GA PLATE
BASE RAIL
TO-
SECURE TO -EACH SIDE, OF .
i, a i�
i q iDOUBLETS
2 GA HEADE R
TS END POST
CTI
POST/RA . R'CONNE ON
LJ
LJ
WITH (4) #12 14 x 3/4" SDF's,
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(2) ON POST: (2) ON -RAFTER ' -
S T
2'GA'T POST
' 3/16" ' IPPLE TO.
DBL.
..
HDR .
• 3/16" .NIPPLE TO
.- BASE RAIL
RAFT
ERAPLOCONNECTION
�END,P,OSTRAFTER;CONN DETAIL.
RAFTER POST/D.BL.. HEADER DETAIL
RAFTER POST'/HEADER DETAIL
BASE DETAIL
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8 .'
Not To.Scale . -' '. .' .. •'
Not So Scale.
Not.To Scale
..
1-1/2". x 1=1/2". x 2" 16 GA CLIP ANGLE
ECURE TO RAFTER PO
G S.14Ax
E
TS RAFT R POST
.
ABLE RAIL WITH (4) #12 3D/4" SDF's, ':
..
NIPPLE TO ' 3/16" 6 LONG TS NIPPLE
"
. .
TOP AND BOTTOM ..
RAFTER
SECURE WITH (4) #12 14'x 3/4"-SDF's .
.
2"x4" 16 GA PLATE (ONE REQUIRED) ;
SECURE TO -EITHER SIDE OF
TS RAFTER
12" LONG TS'NIPPLE.
POST/RAFTER CONNECTION
SECURE POST TO NIPPLE
WITH (4) #12 14 x.3/4" SDF's,
1-1/2 .x 1-1/2 .x 2 16_GACLIP.
"
_
WITH (4) #12 14 x 3/4" SDF's,
,- ..
(2) ON.POS T (2
ANGLE SECURE TO RAFTER •'
AND GABLE RAIL WITH.'q
O
1 1/2" x 1 1/E" x 2" 16 GA Cl IP ANGLE
TS• RAFTER,
#12=14 x 3/4" SDF's� (2) ON TOP, •'
S
SECURETO RAFTER AND GABLE
'
.LEAN-TO.:
c
"z 1-1l2"x 2" 161-1/2(2) ON BOTTOM
&14 x3/4" SDF's; WITH (4).#1
;.
"
CLIP ANGLE SECURE TO'
(2) ON TOP, 2) ON_BOTTOM.
RAFTER POST AND GABLE'
s"
L
RAIL WITH (4) #12-14 x 3/4" SDF's..
(2), ON TOP, (2) ON SIDE TS GABLE RAIL
'CHANNEL
2"x2"z2" 16-GAANGLE CLIP
24" ;i 6. GA U _ BRACE (5' TO T POST)
SECURE TO P.OSTAND
TS RAFTER:POST _
6" LONG TS NIPPLE 48" 16 GA
U-CHANNEL BRACE (8' TO 14' POST)
RAFTER WITH (4)#12-14 x314"
SECURE AND POST GABLETO
SHALL BE MIN.-45*
SDF's;(2).ON'R ER
TO NIPPLE W THR(4) #12-114 z 3/4'
MAXN OL FROM HORIZONTAL
(2) ON POST
.
SELF -DRILLING FASTENERS
TS E
RAFTER POST
GABLE RAIL TO RAFTER POST ..
TS RAFTER POST
CONNECTION DETAIL ..
SIDE. EXTENSION
OST:/°L'.EAN _ NN:-DETAIL
11A
GABLE RAIL TO- RAFTER POSTDETAIL,.SANO
p
R� POST
_
ONNECTION DETAILRAFTEt
1
To scale-.
11 g.
•
Not To Scale
,
T S LEG POST
L
TS EG POST
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�. ' �•10EN$g .� '�'
2-1/4" FOR
12 GA FRAMING
2-1/2- FOR
14 GA FRAMING .
16 GAUGE U-CHANNEL BRACE
FASTENED TO THE POSTAND
RAFTER WITH (2) #12-14 x 3/4" SDF'S
AT EACH END (4. PER BRACE)
ORRACE SECTION:
Not To Scale
1-1/2 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #'12-14 x 3/4" SDF
SPACED NOT MORE THAN 48" O.C.
26 GA. METAL ROOF
PANEL
TS RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
TS RAILSA TS POSTS. /4,
VEINNIE®E�Imm
TYPICAL FLOOD
VENT FRAMING PLAN
NOTTO SCALE
SEE GENERAL NOTE No. 12, SHEET 1 OF 6.
VE.RT-ICAL
SIDE OPTION
SEE.
TABLE 1_ OPENING.FOR SWINGING DOOR
SHEET WITH NON-STRUCTURAL HEADER
1 '1/2" 18 GAUGE FURRING CHANNEL FASTENED TO
:OPENING FOR SWINGING DOOR
9
1 OF 6 -
WITH #12-14 x 3/4" SELF -DRILLING .
..WITH NON-STRUCTURAL HEADER
6 ..
6
FASTENER. SPACED NOT MORE THAN 48" O.C. ..
GIRTS . •
.. .. ..
6-.0
a
EiTABLE..
GIRTS _
6
.1
E
�.
.. -
(Typical)
a,
4
6
0 —
0, �
(Typical)
a
SHEET..
a
y
E
o —
4
'.
-
1 OF'6 .
6
12' MAX. OPENING FOR .
- 4 •
4
3'
3
12' MAX.OPENING FOR
.
ROLL -UP DOOR WITH
.. ..
.a
6
• '1 .. ..
..
.,
..
STRUCTURAL HEADER
- -
NONSTRUCTURAL HEADER
3
.10
3
.. .. ..
A'
.: TYPICAL END : .,
.. .. .. .. :.
..
,. .. .. - - ..
.. 'OPENING FOR.WINDOW WITH ..
.. ..
WALL OPENINGS POST/RAFTER/GIRT' FRAMING PLAN
NON-ST RUCTURA�HEADER... '
NOT -TO SCALE
LENGTH VARIES DEPENDING ON NUMBER
ANU wlNDow RAIL
AND SPACING OF RAFTERS
(Also applicable to End Walls)'
TYPICAL POST/RAFTEWGIRT FRAMING PLAN .
NOT TO SCALE.
BOX EAVE_FRA--ME.RAFTER.ENCLOSED BLDG - VERTICAL SIDES BOX EAVE FRAME RAFTER UTILITY BLDG.'- VERTICAL SIDES .
ROLL -UP DOOR SWINGING DOOR "
ROLL UP DOOR, SWINGING DOOR
(As applicable)_
(As applicable) '
(As applicable) .
(As applicable).
—
ENCLOSED
LENGTH
VARIES
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4
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOTTO SCALE
TYPICAL SIDE ELEVATION.
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE