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NAIUDISC
SKYKING DRIVE
60'RIW
230-OOV
1. LEGAL DF-SCRIPTION PROVIDE BY CLIENT
3H
2 NOSEARf' OF THE PUBLIC RECORD FOR THE PURPOSE OFABSTRACT TING TITLE WAS PERFORMED BY THI" OFFICE
3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY
4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED
5. THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF LEAR ROAD, ASSUMED TO BEAR N00-3221 "W
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CONCRETE
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LOT 56, TREASURE COAST AIRPARA'ACCORDING TO THE
PLAT THEREOF, AS RECORDED IN PL A T BOOK 26, PAGE I
OF THE PUBLIC RECORDS OF ST L UCIE COUNTY, FLOR1
1
SURVEY NUMBER: 140277
C-1 1267
FLOOD ZONE., X
COMMUNITY NUMBER: 120285
.PiAAIEL.- 0275
5Ut-t-lA.'t-
Orl 61A1111-10AIPfAIGAINArk
ST LUCIE COUNTY BRASS DISK
"ROCK"
N.A. V.D. 1988 ELEVATION =25.84'
REVISIONS:
1. 0710112014 - ADDED SPOT ELEVATIONS
2. 07,10312014 - POOL FORMBOARD
3. 0810412021 -ADDED PAVERS AND
COVERED AREA OVER CONCRETE
4. 0811212021 REVISED CONCRETE DRIVE,.
PAVERS, CIONCRETE- POOL, LAKE
AND ADDED POSTS FOR POLE BARN
5. ADDED CONCRETEAT ROAD: 08-13-2021
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AIR CONDITIONER
CENTERLINE
CENTRAL IDELTA ANGLE
IDENTIFICATION
LENGTH
LICENSED BUSINESS
NORTHAMERICAN VERTICAL Dserc
—
NA PONAL GEODETIC VERTICAL DATUM
00-:'RHEAD UTILITIES
FARKE'R KYLON NAIL
PROFESSIONAL SURVEYORMAPPER
RADIUS / RADIAL
RIGHT OF WAY
WELL
TOPOGRAPHIC ELEVATION
SURVEYORS CERTIFICATE:
I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS
TROE AND CORRECT REPRESENTATION OF A SURVEY
PREPARED UNDER MY DIRECTION. NOT VALID
Wil ROUT A RAISED EMBOSSED SEAL AND SIGNATURE.
KEN i N ETfl J. OSBORNE
PROF ESSIONAL SURVEYOR AND MAPPER #6415
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FBC APPROVED PRODUCTS LIST WIPIA11VIUIVI ALLVVV,#AV-$#_t_- TAHL15 I
WIND SPEED RAFT FRAML-, &NI) POST, GROUND ANCHOR AND PANiffl, FASTENC-R SPACING SPECIFICATIONS
IPRODUGTCATEGOI UB CATEGORY MANUFACTURER APPROVAL EXPIRATION PARTIALLY AVERAGE FASTENER SPACING
No� & DATE A E_ OPEN ENCLOSED ENCLOSED ON -CENTERS ALONG RAFTERS Or?,
PURUNS, AND POSTS OR GIRTS
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R6 04/05/27 180 180 MAXIMUM (INCHES)
26 Gauge AG Panel 12/15/20 WIND U L TI M ATI NOMINAL POST I RAFTER
I RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END
STRUCTURAL COMPONENTS S'1F\`(JC'1URA1 VIAIA, CAROLINA CARPORTS, INC. FL6702.1-R6 03/14/27 180 180 180 CATEGORY CATEGORY (MPII) (MPH) (FEET)
26 Gauge AG Panel 12/15/20 POSTS/RAFTERS POSTSIRAFTFRS
STRUCTURAL COMPONENTS CAROLINA CARPORTS, INC. FL6702.3-R6 03114/27 N/A 164 143 110 -10 150 89 TO 116 5.0 6 6
26 Gauge Dutch Lap Wall Panel 12115/20 C - - - - - -
151 TO 180 117 TO 139 4.0 6 6
STRUCTURAL COMPONENTS FLOOD VEV\IT C RAVIL SPACE DOOR SYSTEMS, INC. FL29622.1-RI 09/30/22 Nfil\ 0,€ N/A NOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 auge steel tube framin, or 18
16;-8 Flood Vent 02128/21 gauge hat channel roof purlins. gg
EXTERIOR DOORS ELIXIR DOOR AND METAL COMPANY FL17996,3-F-\Z2 08'2612r 9�, 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
i . I j\_ , I 'Ii9 139 requirements for other roof heights and/or slopes may vary.
Series 402-14 02/28121
i GROUND ANCHOR SCHEDULE
EXTERIOR DOORS I 1\1 G I NC,a ELIXIR DOOR AND METAL COMPANY FL17996.5-R2 08/19/25 11J11A
Series 407 02128121 ULTIMATE VVIND SKE-ED (Mph) METAL CARPORT INSTALL /�TICIKI VLMIS
110 120 130 140 150 160 170 IFO AND DETAILS AND t RA.161N'1(3� AND
EXTERIOR DOORS FNJOL[ o1r, ASTA INDUSTRIES INC. -R16 '12/3 -1/2 -1 180 INS 12 FASTENER SPEGWIC
Model 203 (12 Max. Width)
FXJ E_ R 10 R DC 0 R 8 14 it
ROLI CAROLINA CARPORTS, INC. FL H,680614- '16 04/05127 FOR CONSTRUCTION IN THE STATE OF FLORIDA
Steel Roll Up Sheet Door (12' Max. Width) 12/16/20 16
18
-D F0F,1:
F"I ERIOR POORS ROLL AJP CAROLINA CARPORTS, INC. FL16806.2-f-,5 04/05/27 5: PREPARE
1� 0 J
12/16/20
Steel Roll -Up Sheet Door - (8'Max. Width)
C-- P, R, 0 1, 1 NI I"
ZU
48'Aric'hoi
P-0. BOX. 1263
'01\1, NORTH CAROLINA 2/01'1
S
FL16806.3-R15I 04/05/27 1 '155 133 U013,
EXTERIOR DOORS ROLL. UP CAROLINA CARPORTS, INC. 22
Steel Roll -Up Sheet D 12/16/20 oor - (16'Max. Width) 6 24
=2
F'XTEIRIfOR DOORS P0lr_j_.tjp CAROLINA CARPORTS. INC. FL 1 6806.4-R5 04/05/27 180 172 26 PREPIVilED BY:
Pk
12/16/20 4 (11QL LKIGINELF,1100
Stee! Roll -Up Sheet Door - (10'Max. Width) 28
605 WEST NEkINf Y01",'1< AVL-I\,IUt---
DELAND, FLOF jDA 32720
SINGLE HUNG FL17499.1-R8 10/17/23 N/A 175 157 30
iAl �IVINDOVVS AND DOORS
10odel 185SH 11/27/20 Certificate of Authorization No. 00005-192
"IC AND'D SHOVVN ON S11-0:". 14 r 1 6 t 11 0 r E S, iAll 0, 1 1 1) -
1 AN'[) kA� TJLA'Ar,, SHOVIIN MIA!", EIL_.Lf vC,)H 10f I U!7.IJ,H ff_" N )I I I i iPJ"I., F- Y I
t`,!`:',,;- I OfZ()�!D F F(,W
A R'00t J C 1 Sf, 1AI, I PIA`, E A VAL. 0 F BG P !�Q() PP R A
R F I II-`i I AJ I ED AC C (,� T,'D, 11,4C, T C) PIA N P f 0 f f, I f,'S, I N'-_i i At, 1 A 1 t F tO
4 (A Al)i_, V�11,400%(v I 'fl E�E PAISU C0V`v1ERFfI
GENFRAI= VOTES:
1. THESE PLANS F'ERTAIN ONLY TO THE STRUCTURE, INCLUDING MIAINI FORCE RESISTING SYSTEM. COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO
PLUMBING, Et ECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION Ai\jl--) SL(.)PE, OR OTHER LOCAL ZONING RE011AREMENTSARE THE RESPONSIBILITY OF OTHERS.
2. S I F�t 4'j ORE6 Af* DESIC; N 11-1 D AS NON HABI IABI 1- 0111 11 "fiS I ORAC,fu BU11 DINGS (RISK CIAIEGORY 1) C',AVIAM-17 Of SI-)PPOR1 ING DFAD I C),f` ' 111 U(, 1 L I P, A, i i VE ANOVV I N I) t CWDS R,)VL- ME N I S
Aiff.� INSTAI LEL B'Y (AROIANA CARPOR 1"S
ILET,
IIIIAJ I 13PECIf CAI [ Y ADDRESSED I iFREIN, INCII (JDiI`__JG DC)ORS D(),01 S, OR 0'It IER CONIPONE1`4 IS N01 I IF) TED flfl 11 JE I-193C, APPROVEJ`,� PROD13C_
E OWNEIIR',,-'� RISK BF(.11101 FNGiNFF.+Vt,,1G •AND
itIC' VO-Ilf* I I EXE"RI ADDITIC)NAl I OAF)S ON THF STROf," T HRF SHA! I f3k- Al 1 Hi I F S T1 N (-, 1 Ntr, S Ir N ('1 1 F f �1`171.i","11 IDANAIAGF ()Rl_-All .,JF<f_ DIJE T(__)'IHF7
Plf IP! K,'All 10N 0F ADDITIONAl II OAD��
3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL OR ZINC PLATED.
bUll DING U01 if- 0-81 A I D ff
4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND S, HAII I rdlt - 1 1
1, '>
1-�)CATIONOF I HE. 0011-LAINC, V?V� H IIN 1-1 1F S I ATE OF Ft ORIDfN,
ALL FIELD FRAMING CONNEC TIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS'v&P I 1-10I I ("-0rT1 R101 SFAI WA�,-'�l ![,-R, ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED
COIAIC r,,Ef E SE ALL HAVE A Iv11NIMiUMt COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL St IAH_ BE GRADE 10. CONC'RETE SLAB FOUNDATIONS S11ALL E1116--RC EB�IH-WW/BEROAAI
VkIELDED kNIF_,'E FABRIC; C01\111PLYING tIVITH ASTfxfi A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING kiVITHAST10 Ci 116,
BASE RAIL GROUND i,,NCHOR REGA)IREMENTS: ONE WITHIN 6" OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS k1kjI--IEF\yE BASE RAIL IS) GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING
AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR RE(X)IRI_fAEN11_1-.
h, CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LDT 1/2" x 5" OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE AN11"T101r,", IAODEL HSA 1260, OR EQUIVALENT.
POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS
I SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 fAIL V/I.POR RETARDER PER SECTION R3 I&I OF THE FBC SEVENTH EDITION (2020) - RESIDENTIAL, AND SECTION i816.1 OF THE FBC
SEVENITH EDITION (2020) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMIED,
I.`! GA FRAMING: 2-1/2" x 2-112" TUBE STEEL (TS) WITH 2-1/4" x 2-1/4" TS NIPPLES.
12 GA FRAMING: 2-1/4" x 2-1/4" TS WITH 2"x 2" TS NIPPLES,
12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVL A MdNIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLED ON AT LEAST TWO (2) SIDES OF ENCLOSED AI VOTI-I BASE OF
OPENINGS SET WITHIN 1 -FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD Vf=:NTS NOTED IN THE FBC APPROVED PRODUCTS LIST SHALL BE BASED ON ONE FLOOD VENT PER
EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6.
THIS IS TO CERTIFY THAT THE CALCULATIONS AND
SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE
UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN
ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF
THE FLORIDA BUILDING CODE, SEVENTH EDITION (2020).
I, \ \ \ t I H I i i i i,,
C-1 H
11.iA
BECHTC�L N N PTING, INC.
605WEST--NE Rl-A E
DELAND,OR 32720 8
Thomas':3e
Flor . 385 Arm
A ILIC.
UA C0 A R P vr% FRI T S � I v
GEf4L RIC PLARS, FOR USE IN THE STATE OF FLORIDA
MV rak CAM 01105/2021
BEC-14TOL ENGINEERING mkb GCAM NTS
AND TP7977NO, Inc.
�AL,AMMATERVIISTEMMBWENGMS
COUMMMO CEEWECHWA4 ENO tb G21 001
Caftob OfAtO.AwSm Ift 00OW02 " TB SHEET I OF 6
Ado;j
a
DOW FRAME RAFTER OPFN CARPORT- HORIZONTAL ROOF
B 0 W F R A M r- F TIFR ENCLOSED BUILDING - HORIZONTAL OF
BOW FRAME RAFTER U111 fl-Y BUILDING - HORIZONTAL ROOF
FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR
ROLL -UP DOOR SWINGING DOOR
(As applicable) - (As applicable)
(As applicable) - (As applicable) -
=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
V HORIZONTAL ROOF ;41
BOX EAVE FRAME RAt1.'L_7R 0t11`-_-N CARPOR-1 1140RIZUkl_-fil- 1;-'0(-k BOX EAVE FRAME RAFTER ENCLOSFI) BLDG HOX F__AVE rRAME RAFTER UTILITY BLDG - HOPRP ROOF
FLOOD VENT (As applicable) - ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR
(
(As applicable) (As applicable) As applicable) (As applicable)
ENC
LOSED LENGTH VARIES RSED_LE_NGTH VA
RIES
L
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 RAG
BOX EAVE FRAME RAFTER OPEN CARPORT ® VERTICAL ROOF BOX EAVE FRAME RAFTER ENCLOSED 131-DO, - "JLERT ICAL ROOF EAVE FME U Titff Y b,&LI- VERTICAL OF
FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR
(As applicable) (As applicable) - (As applicable) (As applicable)
M1
NCLOS�ED LENGTH VARIES
i ._ ii
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
140T TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE w , 14dT/-Vg SCALE
R..H
SECI#C�WfiGINEERING AND'r. I RD, INC.
605 WET
NEWYORK NIf8
DELAND, FLOAIDA 32*. 5
Thomas c P*E.
Florida Lic e
ON AL
CAROLI C./`,RPORTS, INC.
GENERIC 151-b. , 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 DAM 0110512021
f-;F- (4-ti OL C-NO
NOT TO SCALE NOT TO SCALE NOT TO SCALE INEERINGauvmc mkb
CHMPOM tb FaW �NTS
G21 001
SHEET 2 OF 6
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS 12
3
�24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
I(� (2) ti12-14 x 3l4" SDF's AT
EACH END (4 PER BRACE)
4 1 V "'i iL... �i C-N vtA..itf_i',FI_f
4 1`0 sli RAF -If- . S-''-Ati l,_L? 11R Fc A'IRtI _L[. >At liar
TYPICAL
INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME
NOT TO SCALE
LENGTH VARIES DEPENDING ON
NIIMRFR AND SPAC INCH nF RAFTFP.q
TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME
NOT TO SCALE
SEE
TABLE 1
SHEET
1 OF 6
--- 26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER 1,4ANUFACTURFR'S
INSTALLATION INSTRUCTIONS
-� 1-- -.13
24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2)1112-14 x 314" SDF's AT
EACH END (4 PER BRACE)
Li <,..r�ll,•i.�t�i��'i! rCt':<i'Y'iitlsH�':il�di�:_ .�•. €-i:
1P10'h rIt; iiit'
w
TYPICAL INTERIOR RAFTER/POST
FRAME SECTION - BOX SAVE - HORIZONTAL ROOF
NOT TO SCALE
LENGTH VARIES DEPENDING ON
NI IMRFR ANF) SPAC:INC-, OF: RAFTERS
TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE
NOT TO SCALE
-OPENING FOR SWINGING
DOOR WITH NON-STRUCTURAL
HFAnf=R
T NOWSTRUCTURAL HEADER
TYPICAL SIDE WALI. OPENINGS FRAMING PLAN AND WINDOW to
NOT TO SCALE iAlsa aPljGcahly to End Walls) —
FULL 6" WELD
onru cnc�
OPTIONAL 24`-1 ° TO 30° 1_RUSSED RAFTER R BOW
NOT TO SCALE
12' MAX OPENING FOR
ROLL -UP DOOR WITH
NON-STRUCTURAL
HEADER
SEE
TABLE 1
SHEET
�I_OF 6 �I
A• -II -•A'
6°
- 26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO PURLINS PER MANUFACTURER'S
\ INSTALLATION INSTRUCTION'S
1-112" 18 GAUGE FURRING
CHANNEL (PURLIN)
24" 16 GA U-CHANNEL BRACE,
f FASTENED TO RAFTER WITH
r�
(2) #12-14 x 3M" SDF's AT
EACH END (4 PER BRACE)
:l
>att , _E' i +F ItL
t ; cR,E0 i iIR;:S A
t.0 `•t etl `i'I {fir"v iEi"= �I'LE. j
t.
TYPICAL INTERIOR
RAFTER/POST FRAME SECTION - VERTICAL ROOF
NOT TO SCALE
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED
f' TO EACH RAFTER WITH (2) #12-14 x 3/4" SELF-DRII-LING
FASTENER SPACED NOT MORE THAN 48" Q.C.
SEE
TABLE 1
SHEET
_
a
�_'IOF6
LENG VARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
TYPICAL
s POST/RAFTER FRAMING PLAN - VERTICAL ROOF
NOT TO SCALE
TYPICAL � POST/RAFTER FRAMING PLAN
END WALL OPENINGS
NOT TO SCALE
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 WITH
(2) #12-14 x 3/4" SELF -DRILLING
SCREWS AT EACH END
(4 PER BRACE)
ROOF EXTENSION OPTION MAIN STRUCTU; � ` ,) 1 I I I j � 1 1 STANDARD LEAN-TO OPTIOI
TYPICAL LEAN-TO OPTIONS FRAMING PLA FROK&�SHOWN)
NOT TO SCALE (BOX EAVE RAFTER SHOWN. ONLY STAt�,R)AN-,TWg APPLt VO BOW FRAME RAFTER)
24" 16 GA U-CHANNEL BRACE (5' TO T POST)
BECH !taIN%ERING AND TES ' INC
48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) � V�� _
BRACE ANGLE SHALL BE MIN. 30`. 605 WEST NEW ;YORK A I�U1385 .
DELAN L F,WRPA 32720 TO MAX 45' FROM HORIZONTAL
FULL 6" WELD —
OPTIONAL 24`-1" TO 30' TRUSSED RAFTER - BOX EAVE
NOT TO SCALE
FREESTANDING
LEAN" -TO FRAMING PLAN
NOT TO SCALE
Thomas Be eh of
Florida License,
- 11 AIL! t`_,E:
PLANSAR6bNA CARPORTS, INC.
GENERIC r USE IN THE STKI"E OF
FLORIDA
Fes. o-�rr 01/05/2021
_ SECHrOL EN(;1NF F.R1N ow ,: mkb E A`E NTS
AAFP ' "rLean tb rP�oP na. G21001
COMMTNPi3 C£OTECIC4iC4L. B�'NitO. A37�RAL. APO MA1T&Ua S 7ESM4 F *h*EN2 - _ __ „---
CaeP* AofAU*1wtM=ItxOMM I ' TB I SHEET 3 OF 6
r
INSTALL 112" x MINIMUM 5" TAPCON REDHEAD LDT
ANCHOR OR 112" x MINIMUM 5-1/2" EXPANSION ANi
THROUGH BASE RAIL WITHIN 6" OF EACH
RAFTER POSTS ALONG SIDES AND EVERY F-14D
`.WALL POST ALONG END WALL SECTIONS
4" MINIMUM .2" MINIMUM
MINIMUM 2-1/2" EMBEDMENT
12"
12*—
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #5's CONTINUOUS
C 1'� AGIE�TE BASE RAIL ANCHORAGE
Not To Scale
DRILL 5/8" HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2"DIAMETER
THROUGH -BOLT
MINIMUM 4"
2" WASHERS
TS CONTINUOUS
BASE RAIL
�SL� Gl� 1401 �ND AN�_,i i0k
SCI-if-DUI 1-' SHFI-1 1 01- 6
CONTINUOUS z!"
CONCREJE ("AVEMENT
EYE A1,11">iOR-
CONCR"FI-E [JASE RAIL ANGH0F?,AG[-_-__
Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 113)
TS TRUSSED RAFTER CHORD,
OR NON-STRUCTURAL HEADER
TS END POST OR DOOR/
WINDOW FRAME POST
TS BASE[WINDOW RAIL OR
NON-STRUCTURAL HEADER
12 GA IF ROLL -UP DOOR FRAME) -
2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST (EACH SIDE)
AND RAFTER CHORDIRAIL WITH
(4) #12-14 x 3/4" SDF's, (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 k,AlL, TFftISS (MORD, OR
N0N-STRU(_"11JRA1.. HEADER C01-4N. DETAIL
4 � —N ot To Scale
INSTALL 112" x MINIMUM 5" TAPCON REDHEAD LDT
ANCHOR OR 112"x MINIMUM 5-1/2" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6OF EACH
RAFTER POSTS ALONG SIDES AND EVERY END
�VALI. POST ALONG END WALL. SECTIONS
____1 hAIM fZ"
- MINIMUM 2-1/2" EMBEDMENT
MINIMUM 4"
CONTINUOUS 4" CONCRETE PAVEMENT
-CONCRETE BASE RAIL ANGHOF��V',('�J_
Not To Scale (OPTIONAL - OPEN CARPORTS; ONLY)
24" 16 GA U-CHANNEL BRACE (5- TO T POST)
48" 16 GA U-CHANNEL BRACE (8- TO 14' POST)
BRACE ANGLE SHALL BE MIN. 450
TO MAX, 60' FROM HORIZONTAL
NIPPLETO\ 3/16`�;
RAFTER
N
TS RAFTER
6" LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4) #12-14 x 3/4" SDF's
- TS RAFTER POST
BOX EAVE kAFTER/POST LDETAIL
Not To Scale
TS RAFTER POST -7
—4\rT-
1-112* x 1-112"x 2" 16 GA CLIP
ANGLE SECURE TO
POST AND BASE RAIL
WJ%'WITH (4) #12-14 x 3/4- SDF's.
1/ (2) ON TOP, (2) ON SIDE
TS CONTINUOUS BASE RAIL
�R A I �L' C I �_A k _D :0 S �Tl B �AS E lyos
DRILL 5/8" HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 112" DIAMETER
THROUGH -BOLT
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE,
EYE ANCHOR
5/8" ROD 48" LONG
WITH 6' HELIX
OR
518" ROD 60" LONG
WITH 7" HELIX.
AS APPLICABLE
2" WASHERS
I'S CONTINUOUS
BASE RAIL
S C � D [ J 1. L' -51 1- CHF Ei I G"r
r CIR
BASE RAIL DEEP ANK`,K)F-'�AG`�E
Not To Scale
NO SCREWS
REQUIRED
IN BOW SEND --.� �Y �! 5l
TS BOW RAF I EIR
-24" 16 GA U-CHANNEL BRACE (UTO T f
48" 16 GA U-CHANNEL BRACE (8- TO 14'
BRACE ANGLE SHALL BE MIN. 45'
TO MAX. 60' FROM HORIZONTAL
T' 6` LONG TS NIPPLE
SECURE RAFTER AND POST TO
NIPPLE WITH (4) #12-14 x 3/4"
TS RAFTER POST SELF -DRILLING FASTENERS
(i T/Odl_
Not To Scale
TS POST
2" x 2" x 2" 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAIL/GIRT WITH (4) #12-14 x 3/4" SDF's
(2) ON TOP OR BOTTOM, (2) ON SIDE
TS NON-STRUCTURAL HEADER
IDOW RAIL OR GIRT
'RTICAL SIDING OPTION
DRILL 518" HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2"DIAMETER
THROUGH -BOLT
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE,
25'WASHERS
TS CONTINUOUS
BASE RAIL
EYE ANCHOR U
518" ROD 30" LONG
WITH DBL 4" HELIX— CO I All 11 If AP111 I I
D _at 'Y j� RAIL ANCH0FVV_`E
NIPPLE TO\ 3116
BASE RAIL ,/--
6" LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) #12-14 x 314" SDF's
RAFTER POST
CONTINUOUS BASE RAIL
KAIL CONN. DDAIL
Not To Scale
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'—ENGIREERING AND**�.
B E 6� �T66 TING, INC.
605 WEST NI;W YORIN(X N1853 8
DELM40ff LQRIDA 32720
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Florida LC!
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C ARMIN' A C AV& 17 Pky KTS, INC.
6ENERIC PLANS MR USE IN THE STATE OF FLORIDA
Fd" 01/0512021
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f �, ' =~ 2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4) #12-14 x 3/4"
.t
SDF'S, (2) ON BOTTOM,
(2) ON SIDE
OR
2"x4" 16 GA PLATE
SECURE TO EACH SIDE OF
7S END POST — - POST/RAFTER CONNECTION
WITH (4) #12-14 x 3/4" SDF's.
r (2) ON POST, (2) ON RAFTER
END POSTRAFTER CONN. DETAIL
Not To Scale
1-1/2" x 1-112" x 2" 16 GA
CLIP ANGLE SECURE TO
RAFTER POST AND GABLE l`
RAIL WITH (4) #12-14 x 3/4" SDF's t�
(2) ON TOP, (2) ON SIDE
__ _- TS RAFTER POST
1-1/2" x 1-1/2" x 2" 16 GA CLIP
ANGLE SECURE TO RAFTER
AND GABLE RAIL WITH (4)
#12-14 x 3/4" SDF's, (2) ON TOP,
(2) ON BOTTOM
TS GABLE RAIL
GABLE I �'—"%I1 ci t':) RAFTER POST
��NN't 1 I I( ���� ��ETAIL
C11 A Not To Scale
12 GA FRAMING
f 2-112" FOR
14 GA FRAMING
16 GAUGE U-CHANNEL BRACE
FASTENED TO THE POST AND
RAFTER WITH (2) #12-14 x 3/4" SDF'S
AT EACH END (4 PER BRACE) - -
BRACF' S E C, T 10 N
Not To Scale
NIPPLE TO
DBL. HDR.
6" LONG TS NIPPLE
SECURE EACH WITH
(4) At2-14 x 3/4"
SELF -DRILLING FASTENERS
12 GA TS POST
RAFTER EPOST/DBL. H ADL- K DETAIL
Not To Scale
1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE
SECURE TO RAFTER POST AND
GABLE RAIL WITH (4) #12-14 x 3/4" SDF's,
TOP AND BOTTOM
117 1-1/2" x 1-112" x 2" 16 GA CLIP ANGLE
SECURE TO RAFTER AND GABLE
RAIL WITH (4) #12-14 x 3/4" SDF's,
(2) ON TOP, (2) ON BOTTOM
lilt b
— 4
6" LONG TS NIPPLE `4
SECURE RAFTER AND POST ` TS GABLE RAIL
TO NIPPLE WITH (4) #12-14 x 3/4"
SELF -DRILLING FASTENERS
TS RAFTER POST
(..AE,',1L E I�'.A I L TO RAFTER POST
11�I TaS1aNF__('I-I0N DETAIL
�Not
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
ACI= MENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
1/8" 11
Not To Scale
NIPPLE TO 3/16" I�
RAFTER
TS RAFTER 12" LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) #12- 14 x 314" SDF's,
24" 16 GA U-CHANNEL BRACE (5' TO 7' POST)
48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)
BRACE ANGLE SHALL BE MIN_ 45'
TO MAX. 60' FROM HORIZONTAL
TS LEG POST
TS RAILS
TS BASE RAIL
'"LONG TS NIPPLE
iECURE WITH (4) #12-14 x 314"
;ELF -DRILLING FASTENERS
2 GA DOUBLE TS HEADER
NIPPLE TO
V '`. DBL. HDR.
6" LONG TS NIPPLE
SECURE WITH (4) #12-14 x 314" SDF's
_ - TS RAFTER POST
SID[- t,.X I ENSIGN
12 I AETE�:JF ST DETAIL
Not To Scale
TYPICAL FLOOD
VENT FRAMING PLAID
NOT TO SCALE
81"
4
I
1' [via)"
— - -P
6" LONG TS NIPPLE
SECURE EACH WITH (4) #12-14 x 314"
SELF -DRILLING FASTENERS
j - 12 GA TS POST
-- TS BASE RAIL
`- �`,3� _ NIPPLE TO
if , BASE RAIL
RAFTEF POST/BASE
BASE RAIL CONNECTION DETAIL
Not To Scale
;TS RAFTER POST
r'
i'
2"x4" 16 GA PLATE (ONE REQUIRED)
SECURE TO EITHER SIDE OF
POST/RAFTER CONNECTION
WITH (4) #12-14 x 314" SDF's,
jf (2) ON POST, (2) ON RAFTER
TS LEAN-TO RAFTER
t
2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4) #12-14 x 3/4"
SDF's, (2) ON RAFTER,
(2) ON POST
PO,_, i / LEAN-70 RAFTER CONN. DETAII
Not To Scale
`iiitll(l,//I
1 /
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L}LCt iQL I'G a�ali�' ri® ilr�iiN INC. �
605 vv&sT EVE YORK AVENUE
DELAt1TD, OF3IDA 32721) + ti
Thomas Becai�Czl
Florida Licensa.iAl
i
( EWERIC PLANS FOR Utitz [ TIFF SThLTE OF FLORIDA
01/0512021
BECHrOL EN01fVL-Jffi-R1NG mkb c,: f Y NTS
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c► Ib r „af �;�: G21001
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I SHEET 6 OF 6
J
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GIRTS
(Typical)
SEE
TABLE i
SIIEEEI
1 OF 6
12' MAX. OPENING FOR
ROLL -UP DOOR WITH
OPENING FOR SWINGING DOOR
WITH HON.-STRUCTURAL RUC,TURAL HEADER
TYPICAL END
WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN
NOT TO SCALE
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO
EACH RAFTER WITH (2) #12-14 x 314" SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48" O.C.
OPENING FOR SWINGING DOOR
WITH NON-STRUCTURAL HEADER
} l
U 2i GIRTS
SEE
TABLE
I
�
ci.9 (I ypical)
SHEET
a g &
a
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12' MAX. OPENING FOR
)
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ROLL -UP DOOR VWTH
,p STRUCTURA HEAD R
Q
t 4 1 11
1 (n J
I � l� Y� � �_ k' i�� t�'':[ [a .�� 1-1�'t L VERTI ,I. SIDS
ROLL -UP DOOR SWINGING DOOR
• A _ ...I:.. LIB♦ 1 A.. ...-...If-.e•Mi..�
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE
LENGTH VARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
TYPICAL POST/RAFTER/GIRT FRAMING PLAN
NOT TO SCALE
Bc-) . r-AVE rrz- , itf r RA TER U'r_ tL_14Y BLD - VERTIC, t_ SIDES
ROLL -UP DOOR SWINGING DOOR
(Ae nnnIh-nhlP\ (Ac nnnlirnhinl
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE
OPENING FOR WINDOW WITH
NON-STRUCTURAL HEADER
AND WINDOW RAIL
` (Also applicable to End Walls)
,`��liilfi1/1yy
BFCHTOL ENGIPd�I %b�tD
605 WEST EW.YORI<AVENUE
DELAND, IWR1DA 32720 a _
It
Thomas Bec . O
t�R t � \
Florida License
- JI V tA�\
CAROLINA
GENERIC PLAKI,` FOR USE Wr T14,E STAFF or rLo P,[Dlj,.
F"'D QA1E 01105/2021
BECUrOL- ENGINEERING WWI, (b G21 . R .
AND TE97ING, /no
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CI°M2nt—aft'0i0 " " '�` TB SHEET 6 OF 6