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MAR 2 6 2 9?8
IV*1 i9:Fn Wee County, Permitting
ALLEN E. BECK SETS A STANDARD MARKER OF A 1/2• 'IRON PIPE AND A CAP
MARKED 93690 AT ALL CORNERS. UNLESS OTHERWISE NOTED HEREON. SAID
MARKER 15 SHOWN AS - 0 AND FIELD SURVEYED ON III r /y d%/
BASIS OF BEARINGS BEING THE CENTERLINE OF SAANtA UebARA Die.
PER RECORD PLAT.
ABBREVIAT10NSe
(C)■CALCULATED..,(M)aMEASURED. (P)-PLAT. (D)-DEED OR DESCRIPTION.*.
(D./U.E:)■DRAINAGE AND/OR UTILITY EASEMENT. (R/W)■RIGHT OF WAY.
(P.C.)■POINT'OF.CURVATURE. (P.T.)s0GINT.OF TANGENCY. (P.R.C.). POINT OF
REVERSE CURVATURE. (P.C.C'.)-POINT OF COMPOUND CURVATURE. I•=CENTERLINE.
(C.R)•CONCRETE MONUMENT. (I.P.)■IRON PIPE. (I.R.)- IRON ROD.
(E/P.)-EDGE OF PAVEMENT.' 21-POWER POLE. —ai.— wOVERHEAD UTILITY LINES.
B • UTILITt PEDESTAL
ALLEN E. BECK.DOES NOT GUARANTEE OR ASSUME ANY LIABILITY FOR ANY.
EASEMENT, RIGHT OF WAY. SETBACKS, RESERVATION, RESTRICTION, OR
SIMILAR MATTERS NOT PHYSICALLY VISIBLE ON SITE, OR SHOWN ON THE
RECORDED PLAT OF WHICH THIS SURVEY 15 A PART, AND ON .FILE IN THE OFFICE
OF THE CLERK'OF THE CIRCUIT COURT. THIS .SURVEY WAS PREPARED WITHOUT
BENEFIT.'OF ABSTRACT OF TITLE, AND ALL MATTERS OF TITLE SHOULD BE
REFERRED TO AN ATTORNEY.
THIS SURVEY IS NOT VALID UNLESS IT IS IMPRINTED WITH AN EMBOSSED SEAL.
JURISDICTIONAL AREAS. WETLANDS; AND UNDEAgROUND UTILITIES. IF ANY.
HAVE NOT AEEN LOCATED, OTHER THAN SHOWN.
THIS SURVEY IS FOR THE USE OF THE PARTIES SPECIFICALLY CERTIFIED TO
HEREON, AND NO OTHER.
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT ASSOCIATIONS (FEMA)
FLOOD INSURANCE RATE MAPS, THIS PROPERTY LIES IN FLOOD ZONE �'•
BASE ELEVATIOH'(IF ANY)-A,JA
REQ.
30 a" mA xy SURVEY
CERTIFIER TO f
C Ecit B. i EmsU A. CARfEW
RIvEI?s/al9 AlAtioniA1 IVAAlk OF Fz&l&fDX,
/Tl SfrCC6sfAI<i gN&lO1R ASS/G/1It
CHELsEA T� TGE Co.
SURVEYOR'S CERTIFICATE
I HEREBY CERT]FY TO THE BEST OF MY BELIEF THIS SURVEY
MEETS THE MINIMUM TECHINICAL STNOARDS FOR SURVEYING
'AS PER DHAPTER 21H" OF THE F.A.C. SUBJECT TO ALL
NOTES AND NOTATIONS SHOVN HEREON.
ALLEN E: BECK P.L.S. #3690 DATE
FILE COPY
LEG.4rL
LIT IY BLOCK k OF
LAKEW003a PMEI�' UA1/I t 1
4S RECORDED IN, PLAT BOOK /o PAGE 51,
SIA - ?/ a OF THE PUBLIC RECORDS OF
S.T. Lac/E COUNTY, FLORIDA.
REVISIONS BY DATE
ALLEN E, BECK *
PROFESSIONAL LAND SURVEYOR
260 BANYAN DR. PORT - ST. LUCIE, FL.
(407) 340-1432 31/95'Z
SCALE 4 " 2O JOB NO 9! " 250
F.B. St-'y PAGE 3
`r
IL
FBC APPROVED PROLsJTS LIST
METAL CARPORT INSTALLATION N, PLANS ANDDETAILS
AND
APPROVAL
MAXIMUM'
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
ALLOWABLE
No. & DATE
WIND SPEED
FRAMING AND FASTENER SPECIFICATIONS
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL6596.1-R5
180
26 Gauge AG Panel
1000/17
FOR CONSTRUCTION IN THE
STATEOF FLORIDA
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL6702.1-R5
180
26 Gauge AG Panel
10/10/17
PREPARED FOR:
STRUCTURAL COMPONENTS
FLOOD VENT
FLOOD:FLAPS, LLC
FL17381.1-R2 .
NA
CAROLINA CARPORTS, INC.
..
8x16 Flood Flap .
IW03/17
P:O. BOX1263
DOBSON, NORTH CAROLINA 27.017
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996:5-R1
139 .
Series 402-14
01/16/18
pECEIVEPPREPARED BY.•
BECHTOL ENGINEERING AND TESTING, INC:
EXTERIOR DOORS
SWINGING .
ELIXIR DOOR AND METAL COMPANY
"
F.L17996.5-R1.
170 .
605 -WEST NEW'YORK AVENUE
Series 407
01/19/18.
i
�AR �, 6 :�1a
DELAND, FLORIDA 32720
EXTERIOR DOORS
ROLL=UP
ASTA INDUSTRIES INC.
FL8888A.=R5
10/06/17
180'
Certificate &Authorization No. 00005492
County, Permitting
Model203,
ST. Lucie
WINDOWS
SINGLE"HUNG
POCAHONTAS ALUMINUM COMPANY, INC:
Model 160 VS
FC12940.2=R5
01/15114
139
( l �O3 -D722�
WINDOWS
SINGLE HUNG
MI. WINDOWS AND DOORS ._
-FL17499.3-R2.
180
..
,Model 185 SFl
12129/17 "
TABLE.
RAFTER FRAME, END POST, GROUND ANCHOR AND.PANEL FASTENER SPACING SPECIFICATIONS_
AVERAGE FASTENER: SPACING
ON -CENTERS: ALONG RAFTERS OR
MAXIMUM
PURLINS; AND POSTS OR GIRTS
(INCHES):
WIND
ULTIMATE
NOMINAL
POST / RAFTER
RISK
EXPOSURE,
. WIND SPEED :
WIND SPEED:
SPACING
INTERIOR
END
CATEGORY.
CATEGORY
(MPH)
(MPH)
(FEET),
POSTS/RAFTERS
POSTS/RAFTERS
11070 150
89 TO 116.
5.0
6
6.
151 TO 160
117 TO 139
4:0
- 6
6-_ __ _
_" - ___
NOTES, 1.'S ecifications applicable to 26. gauge metal roof and wall panels fastened direct) to 12 or 14 gauge steel tube framing, or 18 gauge hat DETAILS 1 C AND-IU SHOWN ON SHEET-4 OF 5.
P. PP 9 9 P Y 9. 9. 9 9 9
channel roof puriins. ..:ONCEALED FASTENF OR ATiACHMENI S
"( Pitch). Spacing ARE THE RESPONSIBILITY OF THE
2. Specifications applicable only for, mean roof height of 20 feeYor less, and roof slopes of 7" to 27° 1.5`.12 to 6:12 itch . S acin
requirements for other roof heights and/or slopes may vary. - CONTRACTOR OR RECORD
GENERAL NOTES:
1. " THESE PLANS -PERTAIN ONLY TO THE STRUCTURE; INCLUDING MAIN WIND FORCE RESISTING. SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING,
ELECTRICAL;.INGRESS/EGRESS, PROPERTY SET-BACKS,.OR OTHER LOCAL ZONING REQUIREMENTS ARE THE -RESPONSIBILITY OF OTHERS.
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 NOT
SPECIFICALLY ADDRESSED HEREIN WHICH EXERT ADDITIONAL LOADS ORTHE STRUCTURE, AND INSTALLATION OF DOORS,. WINDOWS OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED_ PRODUCTS LIST ON -THIS 'SHEET,'AND NOT
PROVIDED AND INSTALLED BY CAROLINA CARPORTS; INC. 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 OF
ADDITIONAL LOADS OF NON -APPROVED COMPONENTS.
3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. _
4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 x 3/4" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6" O.C. AVERAGE. FILE COPY
5. 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.
6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFO.RCING'STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW1 .4 WELDED WIRE
FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.
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 AND/OR
ST. LUCIE COUNTY BUILDING DIVISION .
REVIEWED .FOR COMPLIANCE
REVIEWS"p.B,Y
PLANS AND 'PERMIT. MUST BE KEPT N 30B
SITE OR NO INSPECTIONS) WILL BE MADE
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
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 1609OF
THE FLORIDA BUILe qqq4 1(H EDITION (2017f. THE PLANS
ARE VALID `N�ti�fNE pIEX� �2E�T91.0y9FTHE FLORIDA BUILDING
CODE.
GW% ENGINEERING AF&_ ESTING, INC.
WE9t NEW"YYppRK-
ZELANd, FLoR117X�i2-
Ca*6de'orAu@ioftff ' .92 -
///11111110
CONCRETE SLAB CONSTRUCTION, EXCEPT AS SHOWN ON DETAIL 1 E, SHEET 4 OF 5, WHERE BASE RAIL IS FLUSH WITH EDGE OF SLAB. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND AN REQUIREMENTS.
MODEL
/+
CAROLINA CARPORTS, INC.
8• CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR=TITE MODEL AT1252, OR SLEEVE ANCHOR HSA 1260, OR EQUIVALENT.
9• POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) (FBC FE 2017) -RESIDENTIAL, AND SECTION 1816.1
_ 01102/18
OF THE FBC FE 2017 - BUILDING.
BECHTOL ENGINEERING
U
mw0 MKB '
'A"' NTS
AND TESTMALim
11. 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS). NIPPLES ARE 2-1/4" x 2-1/4" 12 GA TS FOR 14 GA FRAMING. 12 GA FRAMING IS 2-1/4" x 2-1/4" TS. NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING.
C*Ram eNvnWWWAL. am Wm+ws TOTM
.RR
"o4ia G18001
1e0��
TB
SHEET 1 OF 5
BOW FRAME RAFT . OPEN CARPORT - HORIZONTAL R� ,
h �
F BOW. RAFTER ENCLOSED BUILDING - HORIZONTAL E;.al FRAME RAFTER UTILITY BUILDII. -HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR
(As applicable) (As applicable) (As aPPllcable) (As'applicatile)
6, e;
ENCLOSED LENGTH.MARIES
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 SAVE FRAME RAFTEROPEN CARPORT- HORIZONTAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG HORIZONTAL ROOF
ROLL-UP.DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR
(As applicable (As applicable) (As applicable) (As applicable)
a
TYPICAL SIDE ELEVATION _ TYPICAL END ELEVATION TYPICAL -SIDE ELEVATION TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION TYPI.CAL•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!, VERTICAL ROOF BOX EAVE FRAME. RAFTER ENCLOSED BLDG - VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG-- VERTICAL ROOF
ROLL -UP DOOR ' SWINGING DOOR ROLL -UP DOOR SWINGING DOOR
ENCLOSED LENGTH IARIES
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
BECHTOL�� „INC.
605 WEST NI W'ENI)
DELAND, Koi o • �O`
Certificate ofiAut n No. 38538
Thomas E.
Florida Uce STATE O
F4ORIDP,•
CAROLINA CAIkF)a I I , j\1I�l�C.
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 01/02n6
BECHTOL ENGINEERING
NOT TO SCALE NOT TO'SCALE AIYDTESI Na /aa MKB NTS
NOT TO SCALE RR 'ROlNpi G180.01
ea�SuuMa ¢morawicu, aratoNYcNo� mm Wmtws TE51Wo tNaNms
TB SHEET 2OF5
i
NIPPLE TO .3116"
DBL. HDR. - TS RAFTER POST
�• 6' LONG, TS NIPPLE ' LONG TS NIPPLE
r22GA ANGLE CLIP SECURE EACH WITH SECURE WITH (4) #12-14 x 3/4°
. POST AND (4) #12-14 x 3/4' 1/8'
TH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS r- SELF -DRILLING FASTENERS
N BOTTOM,
x.PLATE r i
SECURE TO EACH SIDE OF lot i.° DUE TS HEADER
TS END POST POST/RAFTER CONNECTION LJ LJ
WITH (4) #12-14 z 30 SDFs,
(2) ON POST, (2) ON RAFTER TS POST 3/16" NIPPLE TO
DBL. HDR.
END POST/RAFTER CONN. DETAIL
Not To Scale
1-1/2" x 1-1/2" x:2" 16 GA CLIP.
ANGLE SECURE TO RAFTER
AND GABLE RAIL WITH (4)
#12714 x 3/4' SDFs, (2) ON TOP,_
1-1/2" x 1-1/2" x 2" 16 GA (2) ON BOTTOM
CLIP ANGLE SECURE TO
RAFTER POST AND GABLE
RAIL WITH (4).#12-14 x 3/4 SDFs
(2) ON TOP,.(2) ON SIDE TS GABLE RAIL
TS RAFTER POST
-GABLE RAIL- TO --RAFTER -POST
T1A. CONNECTION DETAIL
Not To Scale
#12-103/4" SDF
@ .12" O.C.
3A.
ROLL -UP DOOR GUIDE TO POST
CONNECTION DETAIL
Not To Scale CURTAIN: 26 GA. galvanized steel with
baked on epoxy primer & polyester top coat.
RAFTER POST/DEL.. HEADER DETAIL RAFTER POST/MEADER DETAIL
$ Not To Scale 9 Not To Scale
1-1/2' x 1-1/2' x 2" 16 GA CLIP ANGLE
SECURETO'RAFTER POSTAND :
GABLE RAIL WITH (4) #12-14 x 3/4' SUPS, NIPPLE TO 3/16° 6° LONG TS NIPPLE
TOP: AND BOTTOM RAFTER, SECURE WITH.(4) #12-14 z 3/4. SDFs
TS RAFTER 12" LONG TS NIPPLE.
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3/4' SDFs,
1.1/7 x 1.1/2' z 2' 16 GA CLIP ANGLE
SECURE TO RAFTER AND GABLE
RAIL WITH (4) #12-14 x 3/4' SDFs, °
(2). ON TOP, (2) ON BOTTOM I °
0 1 6'.L
iol ,
24' 16 GA U-CHANNEL BRACE (5' TO T POST)
B" LONG TS NIPPLE 48' 'I6 GA U-CHANNEL BRACE (V TO 14' POST)
SECURE RAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 45"
TO NIPPLE WITH (4) 912-14.X.3/4' T6mAX..60° FROM HORIZONTAL
SELF -DRILLING, FASTENERS TS RAFTER POST
TS RAFTER POST
— - -T -SIDE EXTENSION
GABLE RAIL TO RAFTER POST RAFTER/POST DETAIL,
CONNECTION DETAIL ' Not To Scale
11 B Not To Scale
7 TS POST - trt_-
H
�. TS NON-STRUCTURAL
HEADER
SWINGING DOOR I
(Size varies, see plan)
A SECTION
Not To Scale
#12-14 x 314" SDF
@ 12' O.C..
EXTERIOR
F6" LONG TS NIPPLE
SECURE EACH WITH (4) #12-14 x 3/4'
SELF -DRILLING FASTENERS
r ITS POST
BASE RAIL
3/16' NIPPLE TO
BASE RAIL
RAFTER POST/BASE
�o BASE RAIL.CONNECTION.DETAIL
Not To Scale
TS RAFTER POST
2'x4' 16 GA PLATE (ONE REQUIRED)
SECURE:TO EITHER SIDE OF
POST/RAFTER CONNECTION
WITH (4) #12-14.x.3/4' SDFs,
M.- Z(2) ON POST, (2) ON RAFTER
___-TS LEAN-TO RAFTER
\-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
POST / LEAN-TO RAFTER CONN. DETAIL
�� Not To Scale _ — — - - — - -
BkS �W18BRik6 'fE�STING, INC.
AVENUE:
j"LORIDA327200 oo
eta ofAutho
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