HomeMy WebLinkAboutSite Planst
Line
• • .�,� •.:'•'. :':.'Setback••:':' �.-':", :�'• � -i:'•�bnck.�',':'�'.-::� . e 6 .� . �{? . kJq�, • ..:�',:. �
:'Setback-,.��t�aek;;�--_-:S�.6a�}'c':�.�..•':�. � ...F,. .f- -3n4
"r
�•RL 'OV
e du
a
Z�
•'a• I a' ' � ort•' •.'•' •.'.' _ a'
x
a
T
'•M • a'' � _ Fee, u .A. •ji
p.
.
S
it
.a
7.0 '
� 1 7
'.207.23
•-iE "
1
.i .
m o
•,f ref -
::FaC-.
3
.r F• "
.'r• '-
--J•zo.oa"
'J
�J V
-.i-'
i
1•'
s. ?
•2�
..r •.
/
/
/
/
I / /
r /
/
/ /
y r'. .Y:
s i�• / • 1- {
c
•.rr,
r dd
.••�. :iJ 1. ��'1•c r
'.7 � :.1 •v
==r�s•�t;•y
'-? �:•S�%kr Cl. e:�ba�4r"-: .k��ec ..�'e:� lb ':SEtkj'd.�;�„�'`.:�§-•�,.kSiiC � b � �;t,
N L`tlr �• r � �� �
I i�Cai.
Aw- itePlan
1871 S Jenkins Rd
Fort Pierce, FL 34947
Scale: 1"=50'
1 •,
FBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE TABLET
WIND SPEED RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL EXPIRATION PARTIALLY AVERAGE FASTENER SPACING
ON -CENTERS ALONG RAFTERS OR
No.&DATEDATE OPEN ENCLOSED ENCLOSED PURLINS,AND POSTS ORGIRTS
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R6 04105127 100 180 180 MAXIMUM (INCHES)
26 Gauge AG Panel 121152O WIND ULTIMATE NOMINAL POST / RAFTER
RISK EXPOSURE WINDSPEED WIND SPEED SPACING INTERIOR END
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R6 03r1427 ISO ISO ISO CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTS/RAFTERS
26 Gauge AG. Panel 12/15/20
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.3-R6 0311427 WA 164 143 110 TO 160 89 TO 116 5.0 6 6
26 Gauge Dutch Lap Wall Panel 12115120'• I C
151 TO 180 I 117 TO 139 4.0 6 6
STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR SYSTEMS, INC. FL29622.1-RI 09/3022 WA WA NIA NOTES: 1. Specifications ap
16x8 Flood Ventpitiable to 26 gauge metal roof and wall panels fastened dltectty:lo 12 or 14 gauge steel tuba framing, or 18
. 02/2821
gauge het channel root pudins.
2. Specifications applcable only for mean roof height of 20 feet or fens, and roof slopes of 7' to Zl' (1.51210 6:12 pitch). Spacing
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY PL17996.3-R2 082625 WA 139 139
requirements for other ro0(heights and/or slopes may vary.
Series 402.14 0228121 GROUND ANCHOR SCHEDULE
EXTERIOR DOORS SWINGING ELDOR DOOR AND METAL COMPANY FL17996.5.R2 0811925 WA 174 155 ULTIMATE WIND SPEED (mph)
Series 407 022821 METAL CARPORT INSTALLATION PLANS
110 120 130 140 150 160 170 180 AND DETAILS AND FRAMING AND
EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. fL8B88.1-R6 1213121 WA 180 1T4 12 FASTENER SPECIFICATIONS
Model 203 (1Z Max. Width) 02I0921 1-
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-R5 041=7 WA 179 154 14 3Data I or FOR CONSTRUCTION IN THE STATE OF FLORIDA
Steel Roll Up Sheet Door (12'Max. Width)
1211620 16 Detai/D
FL16806.2-R5 041OS27 x 18 PREPARED FOR:
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. WA 180 160 H- CAROLINA CARPORTS; INC.
Steel Roll -Up Shee( Door- (S' Max. Width) 1211620 9 20 4F Anchor P.O. BOX 1263
Rama 1C `
FL16806.3-R5 0410527 WA 155 133 0 22 DOBSON, NORTH CAROLINA 27017
EXTERIOR DOORS ROLL -UP CAROLINA p Sheet o., INC. 12/1620 p 24
Steel Roll -Up Sheet Door- (i6' Max. Width)
FL16806.4-R5 041=7 5 26 PREPAREDBY:
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. WA 180 172 Do BECHTOL ENGINEERING AND TESTING, INC.
Steel Roll -Up Sheet Door- 10' Max. Width) 1211620
( 28 bU Anola 805 WEST NEW YORK AVENUE
WINDOWS SINGLEHUNG MI WINDOWS AND DOORS FL1..... 4T8 10117/23 WA 175 157 30I�HE Oda91C: DELAND, FLORIDA 32720
Model IB5SH 11.1120 CerOflcate of Au-thprri nNo. 00005492
DETAILS ICAN_DIDSHOWN_ONSHl:Ef4OF6 (�/ ���iii
I ORS AND WIN00W3 SIIOWN MAY 13ESUBSTfTVIED FOR DIFFERENT. PRODUUT ITHES AIIDM L10(74S.MOVIOED THE FOLLOWING CONDRIONS ARE MET: / .� I ���
A PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL �F
8 COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURERS INSIALLATIONFEOILTILEMEN1S. ^MAXIMUM POST SPACING FOR OUT Oi LAP IS IIF ��'r� ®L���
2. FRAMING CUNNECTIONSFOR DOOR ANO WINOOWFRAMESREMAN THESAAIE FORSI1B8tl(UTEO PROD,UCIS )tEADURS AND WINDON!RAILS MAYBE RAISED OR LOWEREOAS NECESSARY TOACCOMOOAIE V
SUBM ITUTFA PRODU G �+
GENERAL NOTES: DG Vo Co pAll 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND RASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITEDTO THIS IS THAT THE�Lf�
PLUMBING. ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITYOF OTHERS. SPECIFlCAT,,I��LL /E�E1� (THE
y;THESESjRUCTURESAREOESIG,NEDASNON-HABRABLEUTB.ITYISTORAGES,UILDINGS(RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS.IMPROVEMENTS UNDERBI. R TRIOEf12, ANDAREI
NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS UST (THIS SHEET), AND NOT PROVIDED AND INSTALLFD'BY CAROLINA CARPORTS, ACCAIO)Ah REOUIREMEN�Cii 1 1
INC..,WHICH EXERT ADDITIONAL 40AD4 ON THE STRUCTURE SHAL(i BEAT THE OWNER'S RISK. 6FCHTOL ENGINEERING AND TESTING, INC.. S(4ALL NOT BE RESPONSWLE FOR STRUCTURAL DAMAGE OR FAILURE. DUE TO 111E THE FLORIDA BUNTING CODE, SEVENri�VRI A
APPLICATION OF ADDITIONACLOADS. ®®® .`q{�`rq
3, ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL OR ZINC PLATED. c®� D v-
4, ALL COMPONENTS 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®�y
LOCATION OF THE BUILDING WI THIN THE STATE OF FLORIDA. \`\\LL111RI11I/7I,, C
5. ALL FIELD FRAMING CONNECTIONS SHALL BE 012-14 x 314" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASIIER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.Li •
BECHTNG, INC.
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 REINFORCEDWITH OX6-WI AXW1.4 WSWESTL ig(AVE E E`
WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITHASTM C1116. DELANI7`.%Lo a2rz0
38
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 SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHORREQUIREMENTS.
8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 12' x 6' OR EQUIVALENT OR WEJ4T ANKR-TITE MODEL AT1252. OR SLEEVE ANCHOR MODEL HSA 1260. OR EQUIVALENT. Th-B -
Flo4datr 48 ATE rw
9, POSTIRAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS. 13
<ORIDP•, ••'•��;`
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)-RESIDENTWL AND SECTION 1816.1 OF THE FBC ��/�F ./n�� INC.EVENTH EDITION (2020) -BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OPZ000 PSF IS ASSUMED. C/{IC I'�.4RPORTS, i�
11. 14 GA FRAMING: 2-trr x 2-12' TUBE STEEL ITS) WITH 2-114' x 2-1/4' TS NIPPLES. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
12 GA FRAMING: 2-1I4' x 2-1/4" TS WITH 2' x 2" TS NIPPLES.
®®®® 7777 armsrzD21
12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST RAVE 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 ^� mFD NrS
OPENINGS SET WITHIN 1-FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE.APPROVED . REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE FBC APPROVPRODUCTS LIST SHALL BE BASED ON ONE (1) FLOOD VENT PER AND TESTINRgma
EVERY 305 SQUARE FEET OF ENCLOSED AREA, SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. G2100t
1O"O®Ta SHEET 10F6
BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF
6
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE -
BOX SAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF
s
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE
BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF
TYPICAL END ELEVATION
NOT TO SCALE
TYPICAL BOW RAFTER GABLE END ELEVATION
NOT TO SCALE
BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF
VENT (As
TYPICAL SIDE ELEVATION
NOTTO SCALE
ROLL-UPDOOR SWINGINGDOOR
(A, appll ab!e) (As eppBraUlo)
5�
TYPICAL END ELEVATION
NOT TO SCALE
BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF
FLOOD
TYPICAL SIDE ELEVATION
NOT TO SCALE
ROLL -UP DOOR SWINGING DOOR
fOCIAW) (AS appkallo)
I
TYPICAL ENO ELEVATION
NOT TO SCALE
BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
SWINGING DOOR
TYPICAL END ELEVATION
NOT TO SCALE
BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF
ROLL-UPDOOR SWINGINGDOOR
(As oppacab%) (As oPp�aoNo)
TYPICAL END ELEVATION
NOT TO SCALE
BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF
ROLL -UP DOOR' SWINGING DOOR
(As eppli.bl.) I (As epplicablo)
TYPICAL END ELEVATION
NOT TO SCALE
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF
ROLL -UP DOOR SWINGING DOOR
(As oppOONe) (As ePpOoablo)
QOSEDTirtR'TT+ t GAPE _ _
71
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
11111
NOT TO SCALE
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
DECHi'O ,19GINEERING AND TE #INy, INC.
50.51YEuTNEWYORx /pyENU�53 _
DELAND, FLO5AIDA 37iW
Thames PF.
Flalaa LkcAjse 38sTa° RID P,. •' • \� �
f'h I-I—�r
CAROLyIVA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
_ 01N512021
BECHTOL ENGINEERING ^°^ mkb CO° NTS.
AND 1F'Jfo10, ox
G21001
vereua�a�� m SNEET20F8
26 GA GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS 12
�3
' 24�U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) N12.14 A 314' SOPS AT
EACH END (4 PER BRACE)
10 to L41uEh)Yk4 SPAMO11 Gtr1C1ER. W
JD'MFTTA 6PANAN IaE W69E6 A tRU6!EO MiIEN
TYPICAL
INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME
NOT TO SCALE
SEE
TABLET OPENING FOR SWINGING
SHEET DOOR WITH NONSTRUCTURAL
_1 OF S HEADER'
II II it nwcoPeNrc+G II II
WALL
OPTIONAL 24'-V TO 30' TRUSSED RAFTER - BOW
NOT TO SCALE
26 GA GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURERS
NSTALLATION INSTRUCTIONS
r12
�3
24' 16 GA U-CHANNEL BRACEFASTENED TO RAFTER WITH(2) 012-14 ■ 314'SOFs ATEACH END (4 PER BRACE)
(1G40 RAETF.R 6VAR REOGUIESATAU56[D A/JTEA
KS"ONNd Rffi 91EEf
TYPICAL INTERIOR RAFTERIPOST
FRAME SECTION - BOX EAVE - HORIZONTAL ROOF
NOT TO SCALE
m
25 GA GALVANIZED METAL ROOF PANELS
FASTENED TO PURMNS PER MANUFACTURERS
INSTALLATION INSTRUCTIONS
1-1(l 1B GAUGE FURRING
CHANNEL(PURLW)
24. 16 GA U-CHANNEL SPACE
FASTENED TO RAFTER WRH
(2) tl12-1a : 3/4' SOF4 AT
EACH END (4 PER BRACE)
TYPICAL INTERIOR
RAFTERIPOST FRAME SECTION - VERTICAL ROOF
NOT TO SCALE
1.1fP 11 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) 012-14 a 3f r SELF -DRILLING
FASTENER SPACED NOT MORE THAN 40' O.C.
3
4
SEE
TABLE 1
SHEET
ICPS
LENG VARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
TYPICAL
POSTIRAFTER FRAMING PLAN - VERTICAL ROOF
NOT TO SCALE
SEE
TABLE 1
SHEET
TYPICAL - —
— ROOF EXTENSION OPTION —
END WALL OPENINGS POSTIRAFTER FRAMING PLAN
TYPICAL LEAN-TO OPTION
NOT TO SCALE
NOT TO SCALE (BOX EAVE RA
24' 16 GA UZHANNEL BRACE WTO T POST)
43' 16 GA U-CHANNEL BRACE IS TO 14' POST)
BRACE ANGLE SNALLSE MIN.3G'
TO MAX. 45' FROM HORIZONTAL
• FULL 6'WELO
BOTH SIDES
8
2
a
6'
WELD ALL WED
CONNECTIONS,
`
9
Borth SIDES
FREESTANDING
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE
LEAN-TO FRAMING PLAN
NOT TO SCALE
NOT TO SCALE
5
SEE
TABLE 1
SHEET
1 OF6
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
24` 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WRH
(2) 012.14 6 314- SELF -DRILLING
SCREWS AT EACH END
(4 PER BRACE)
tANCHOR
x MINIMUM W TAPCON REDHEAD LOT
Ur x MINIMUM 5.10 EXPANSION ANCHOR
ASE RAIL WITHIN WOF EACH
TS ALONG SIDES ANOEVERYEND
ALONG END WALL SECTIONS
-2' MINIMUM
MINOdUM 2-1F2' EMBEDMENT
tr
MONOLITHIC CONIC. FOOTING (2500 PSI MIN)
REINFORCED WITH 2 9S'a CONTINUOUS
8
N41Tosaale
CONCRETE BASE RAIL ANCHORAGE
DRILL5I8HOLETHROUGHTHE �r WASHERS
BASE RAIL'AND SECURE TO
ANCHOR EYE WITH lir DIAMETER TS CONT'
THROUGH -BOLT^\ �gASE RAIL
(SEE GROUND ANCHOR'
MINIMUM 4' 6DHEDDLE. SHEET I - 6.
FOR REDUIREO_ANCHORI
CONTINUOUS4'
CONCRETE PAVEMENT
EYE ANCHOR----*
1E CONCRETE BASE RAIL ANCHORAGE
Nol To Sca'a (OPENCARPORTS WHERE BLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE OISTANCESHOWN IN DETAIL 18)
IS TRUSSED RAFTER CHORD, /
OR NOWSTRUCTURALHEADERJ
IS END POST OR DOOW
WINDOW FRAME POST 2'x2'xr 16 GA ANGLECLIP
SECURE TO POST (EACH SIDE)
IS BASENVINDOW RAIL OR ANDRAFTERCHORDIRAILWRH
NONSTRUCTURAL HEADER (4)012-14 x 31C SDF's,(2) ON
(12 GAN' ROLL -UP DOOR FRAME) TOP OR BOTTOM,(2)ONSIOE
NOTE: AT ROLL -UP. DOOR
OPENINGS. POST SHOULD
BE FLUSH WRH RAIL END.
CLIPPOST TO RAIL ONLY ON
SIDE OPPOSITE THE OPENING.
POST TO RAIL, TRUSS CHORD, OR
K-\ NON-STRUCTURAL HEADER CONN. DETAIL
INSTALL 12' %MINIMUM 6' TAPCON REDHEAD LDT
ANCHOR OR IY2'%MINIMUMS-1(! EXPANSION ANCHOR
DRILL SIB' HOLE THROUGH THE
2* WASHERS
THROUGH BASE RAIL WITHIN 6' OF EACH
BASE RAIL AND SECURE TO
RAFTER POSTS ALONG SIDES AND EVERY END
ANCHOR EYE WITH IT DIAMETER
TS CONTINUOUS
WALL POST AIONG END WALL SECTIONS
THROUGH -BOLT
BASE RAIL
-MIN, 6'
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
MINIMUM 2•1rr EMBEDMENT
RODEYE ANCHOR
6B' H LONG
'
-
U*
WITH 6'HELI%
WITH
OR
SW ROD 60' LONG
IS. GROUNDANC .
MINP4UM C
WITH r HELIX.
SCHEDULE, SHEET I OF S.
AS APPLICABLE
FOR APPIICABBITY)
CONTINUOUS 4' CONCRETE PAVEMENT
8 CONCRETE BASE RAIL ANCHORAGE SASE RAIL DEEP ANCHORAGE
NoI TO Scab (OPTIONAL•OPEN CARPORTS O,AY) NW To5cal4
IT
Ic
�--6' LONG IS NIPPLE
SECURE POST TO NIPPLE WITH
(4) 012-14 x 314SOFs
RAFTER POST
A BOX SAVE RAFTEWPOST DETAIL
Nat TO Scale
NO SCREWS
REQUIRED
IN BOW BEND
BOW RAFTER
24' 1B GA U-CHANNEL BRACE IS'
48' i6 GA U-CHANNEL BRACE W
BRACE ANGLE SHALL BE MIN. 45
TO MAX. 60• FROM HORO.ANTAL
3'
3• 6' LONG TS NIPPLE
SECURE RAFTER AND POST TO
NIPPLE WITH (4) 812-14 x314'
S RAFTER POST
SELF -DRILLING FASTENERS
1 BOW RAFTER/POST DETAIL
L[) Ttd 7o5 Ye
/DRILL SIB' HOLE THROUGH THE 2'WASHERS
BASE RAIL AND SECURE TO
ANCHOR EYE WITH Ur WMETER IS CONTINUOUS
1
THROUGHSOLT BASE RAIL
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
EYEANCHOR
(SE'EGROUNDANCliOR
SW ROD 3r LONG
SCHEDULE, SHEET I OF 6.
WITH D13L 4-HELIX FOR APPLICABILNY)
BASE RAIL ANCHORAGE
NM To Scale
6' LONG IS NIPPLE
SECURE POST TO NIPPLE
WITH (4) 012.14 x 3W SDFS
RAFTER POST
CONTINUOUS BASE RAIL
A�(11111111�.1T
R H Q�.gFC•'��CENSF • •, y�
BEET tNGI ERING AND T TIfdG, INC.
60SWESTNEWYO 38
DELANWLPRIDA 32 - —_
L-TSM WDOWRAILOR61RT Flai4aU •••-••• _I? I
JI�(LL FOR VERTICAL SIDING OPTION 'Y/F NAL 1\\`
rs CONTINUOUS BASE RAIL NON-STRUCTURAL HEADER, WINDOW CAROLINA-CARP®RTS,.INC.
&END POST/BASE RAIL CONN. S RAIL, OR GIRT TO POST CONN. DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
Nol To Scale No To SLa1e 01/052021
SECHTOL ENGINEER/WG mLo m'" HIS
AND TESTW4I— ^®m m c21001
mw+wuxnxme.x® —TB I SHEET40FO
IS RAFTER POST
-1-Ur It I-ITrx 2' 10 GA CLIP
ANGLESECURETO
POST AND BASE RAIL
WITH (4) 912-14 x Wr SDFs,
'(2) ON TOP, (2) ON SIDE
'2' x r x 2' 1B GA ANGLE CLIP
SECURE TO POST AND TOP OF
HEADER OR BOTTOM OF WINDOW
RAIUGIRT WITH (4) 912-14 x 3'C SOPS
(21 ON TOP OR BOTTOM, (2) ON SIDE
NONSTRUCTURALHEADER
DSL NOR.
�2*,Z",Z"
SECUR18GAANGLE LL1P
SECURE TO 113APOST AND
RAFTER WITH (4) H12.14 x 3W
SOFs, (2) ON BOTTOM,
(2) ON SIDE
OR
2*x4' 16 GA PLATE
SECURE TO EACH SIDE OF
IS END POST POSTIRAFTER COWEC71ON
WITH (4) VI2-14 x 314' SDFS,
(2) ON POST, (2) ON RAFTER
.END POST/RAFTER CONN. DETAIL
Notre s�a1e
GA CLIP
ANGLESECURE TO RAFTER
AND GABLE RAR WITH (4)
p12.14 x 314' SDP's, (2) ON TOP,
1.12'x1-UYxFIBGA
(2)ONBOTTOM
CLIP ANGLE SECURE TO
RAFTER POST AND GABLE
RAIL WITH (4) p12-14 x 314' SOFe
(2) ON TOP, (2) ON SIDE
IS GABLE RAIL
S' LONG TSNIPPLE _
SECURE EACH WITH
(4) 012-14 x 314'
SELF -DRILLING FASTENERS
6' LONG TS MPPLE
SECURE WRH (4) 412-14 x 3/4'
SELF -DRILLING FASTENERS
2 GA DOUBLE TS HEADER
2 GA IS POST yi6' NIPPLE70
D81- HOR.
RAFTER POST/DBL. HEADER DETAIL RAFTER POST/HEADER DETAIL
Not To Style Not To Scale
1-t/C x 1-12' x 216 GA CUP ANGLE
SECURE TO RAFTER POST AND
GABLE RAIL WITH(4)#12-14 x314'SDF§ MPPLETO yf6 .8'LONG IS MPPLE
TOP AND BOTTOM RAFTER SECURE WITH (4) 012.14 x.W SOFs
IS RAFTER 1Y LONG IS NIPPLE.
SECURE PDST TO NIPPLE
WITH (4) 012-14 x 314' SDF's,
1-1/". x 1412' x 2' 16 GA CLIP ANGLE
SECURE TO RAFTER AND GABLE
RAIL WITH (4) p12-14 x y4' SOPS,
(2) ONTO .(2) ON BOTTOM
24' 18 GA U-CHANNEL BRACE (S'TOT POST)
TS RAFTER POST 6' LONO TS NIPPLE 48 6 GA U-CHANNEL BRACE (SIC 19' POST)
SECURE RAFTER AND POST TS GABLE RAIL. BRACE ANGLE SHALLBE MIN.46'
TO NIPPLE WITH (4) pt2-14 x 3W TO MAX 68• FROM HORIZONTAL
SELF-DW LNG FASTENERS IS RAFTER PC
GABLE RAIL TO RAFTER POST TSRAFTERPOST
CONNECTION DETAIL SIDE EXTENSION
11A Nam„ GABLE RAIL TO RAFTER POST �1 RAFTER/POST DETAIL
CONNECTION DETAIL Np TOBWz
`1 1 u/ NM To Bcote
�E3Y
7
It.- FOR
12 GA FRAMING
2.11r FOR
14 GA FRAMING'.
16 GAUGE U-CHANNEL BRACE
FASTENED TO THE POST AND
RAFTER WITH (2) p12-14 x 3W SOPS
.AT EACH END (4 PER BRACE)
BRACE SECTION
Not To SnI.
'IS LEG
)SPACED
18 GAUGE FURRING CHANNEL FASTENED
CH RAFTER WITH (2) p12.14 x yd' SDF TS
NOT MORE THAN 48' O.C.
`28 GA.METALROOF
/ :EL TS SAS
TER /
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
SEE GEWERALAOTE No. 12, SHEET i OF 6.
6' LONG IS NIPPLE
SECURE EACH WGH (4) 012-14 x 3/4'
SELF -DRILLING FASTENERS
. r-12 GA IS POST
BASERAIL
RAFTER POST/BASE
�1 BASE RAIL CONNECTION DETAIL
Nat To Safe
2W 16 GA PLATE (ONE REQUIRED)
SECURE TO EITHER SIDE OF
POSTIRAFTER CONNECTION
WITH (4) 012-14 x 314' SDF's,
(2) ON POST, (2) ON RAFTER
—IS LEAN-TO RAFTER
I I
IIIIIAII'I'-21,2�11GAANGUECUP SECURET AND
RAFTER WITH(4) AFWIZ-ta x y4'
(2) OSO-N PO T RAFTER
'(I) ON POST
%1 POST / LEAN-TO RAFTER CONN. DETAIL
Nol To Spfe
\`1�pL511111lI j�j//,
;RH@ ,
BEQUOL HPIGINWoRMUMD TESTING-, INC.
W5WE6T VORK AVENUE
DEIAI(Q, ORIOA 32720 *, //A; * —
TB9a1}a + •' G
Flolld. oaaauc4�e�jfe.
q/III LL +/L�,/�pp® ®'y'@ INC.CAROLINA CARPORTS, S, NC
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
�M--•'•� 01Po5=21
—J BECHTOL ENGINEERING mk6 WS
1°"Oip 10 SHEETb OFB