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LEGAL DESCRIPTION
The South -434. 73 feet of the North 931 . 50 feet of the
West j of the Northwest of the Southwest J, less the
West 40 feet for road right of way. . Said land lying
in Section 23, Township 35 South, Range. 39 Ea.st, St. e�`-�"'�'�!�� 5• vY .�.,
Lucie County, Flroida and containing .3. 0 acres, more . SURVEYORS NOTES:
or less.
1.Reproductions of this sketch are not valid—less sealed
with an Embossed Surveyor's Seal.
LEGEND 2.Lands shown hereon were not abstracted by this office
p� FOUND for Rights-of-way,Easements of Record,Ownership,
CERTIFICATE OF SURVEYOR LR. IRON ROD Abandonments,Deed Restrictions,Zoning,Set-Backs,
LP. IRON PIPE or Murphy Act Deeds.
I hereby certify;that this Survey was made under my H D NA hL LC DIE ONUhUM 3.Legil Description shown hereon was provided by the
responsible charge and represents the field work to the R/W ' RIGHT-OF-WAY Client and/or their agent.
CONC, CONCRETE 4.There may be additional restrictions that are not shown
nest of my knowledge and belief. ELEV. ELEVATION on this'map which may be found in the Public Records.
E.O.P. EDQE OF PAVEMENT 5.'Underground foundations and utilities not located.
By: Date: M MEASURED AT 6.Bearings shown are based-on --s r cav&F of / e
.1AM fS A. FOWLER, P.S.M. (C) CALCUTA72D hiss = A.I.00'0 A
STATE OF FLORIDA REGISTRATION NO. 3435 rt CENTERLM 7.Subject'site appears to He in Flood Zone based on
`- FXR.M.Map I Z I 110,Q I ) F dated g 19-9 I .
Ir ME
JAMES A.FOWLE34 LAND SURVEYING COMPANY
929-7TH AVENUE - P.O. BOX 1677 $ zt rb mow W A L SuRv�
VERO BEACH,FLORIDA 32961 l oc To scow�o M rjo b3
H�' � ''�1 PHONE 562-4744 FAX 562-0963 DATE REVISION
`— I '. �• TK FIELD BOOK 95 ¢ PAGE $8 a a9
CALE : /"= S'O' DRAWING N2.41 4f"M
FBC APPROVED PRODUCTS LIST occUPANCYGROUP: U
CONSTRUCTION CTI TYPE: II B
. . . .
APPROVAL SEE'GENERAL NOTES.AND:CONCRETE RISK CATEGORY: I
PRODUCT_CATEGORY SUB CATEGORY MANUFACTURER NOTES:OR SHE.ET4 OF4.'
NO.&DATE _ BUILDING ENCLOSURE TYPE: PARTIALLY
-- RECEIVED,
— — ENCLOSED
NCLO
UNION.CORRUGATING COMPANY FL9555.2=R4 j1
STRUCTURAL COMPONENTS ROOF DECK WIND EXPOSURE CATEGORY: C
26 Gauge MasterRib Panel 12/12/17 NOTE: 14 GA FRAMING.. ^I 7 ULTIMATE WIND SPEED(MPH): 160
J U 1 2018
STRUCTURAL COMPONENTS . STRUCTURAL WALL. FABRAL. FL14081.1-R3 NOMINAL DesiGri WIND SPEED(MPH)- 1za
26 Gauge Grandbeam Panel 12/13/17 ST. Lucie County,,Permitting
g MEAN ROOF HEIGHT(FEET): 16.19 '
FRAME-OUT FRAME-OUT FRAME-OUT. FRAME-OUT FRAME-OUT' FRAME-OUT ROOF ANGLE(DEGREES): 9.5.
l )
DESIGN PRESSURES Os
ROOF:
ZONE.1: +25.6/:40.6
ZONE 2:
+25.6/-52:6
ZONE 3:
.DESIGN ROOF PRESSURES: + =440 '
WALLS*
ZONE 5: +41:5/-48.1
DESIGN WALL PRESSURES: 441 51.448
FRONT.ELEVATION REAR ELEVATION.
SCALE: 118'=1' SCALE:118'=1' ' : METAL FRAMING AND:SIDING PREFABRICATED BY
H
:. . . : . . • . . FRAME-OUT: CARPORTS ANYW ERE_
P.O.BOX 776,
STARKE,FL 32091
THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF BECHTO
L
• ENGINEERING:&TESTING,.INO AND CARPORTS ANYWHERE,.INC.
THESE DRAWING:MAY NOT BE REPRODUCED WITHOUT THE
--— -- .
- ---
:. -.WRITTEN CONSENT OF.BECHTOL ENG_INEERING&TESTING,INC.,
AND CARPORTS ANYWHERE,INC..
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
. . ON(2017). .
SECTION.1609 OF THE FLORIDA BUILDING CODE,SIXTH EDITI
THE- - PLANS'ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA
HB
LEFT SIDE.ELEVATION I...'FCy���i,'
SCALE::1/8'.=r BECHTOL ENGINEERINC��A ES.
605 WEST NEW'YORKAVENUE •• O
FRAMEAUT. _ �:'
LAND FLORIDA2720 DE oA 3853 1y,
Certificate of. ation N _ NO •r A'
Thomas Bech I,P.E. S�ArE •_��1
Florida License �� •'�\
ION
tilt►
PROPOSED UTILITY STRUCTURE
40 M E TRAIL
FILE COP
Y
FT. PIERCE, FLORIDA "
�BiirnCi sn��rENG/ rs RR NOTED
RIGHT.SIDE ELEVATION " NEER/N RR "m"a
G18002
SCALE:118•=1, c va nmaoNWrtuam W exNm TB. SHEET 1 O 4"
'
7 >
3 3
4 6 5
L
aximum
3 3
T7M
N N
6 b Z.
3 4'
'4 Maximum
3 R) 11 U/1 1� -v
3 3 3 3 3 3
I
16' - 7 3' Z 5 8' 14 # 8' 5
FRONT WALL POSTIRAFTER FRAMING PLAN REAR WALL POST/RAFTER FRAMING PLAN
SCALE: 1/8'=1' SCALE: 11W=1'
1'16 GAUGE FURRING CHANNEL FASTENED TO
EACH RAFTER WITH(2)#12-14 x 3W SELF-DRILLING
51, FASTENER SPACED NOT MORE THAN 48'O.C.
40'ENCLOSED 11'OPEN
6' 6'
e s
3 3
4' 4'
Maximum Maximum
3 10 3
3 3 3
40' 11'OPEN 40'ENCLOSED
LEFT SIDE POST/TRUSSED RAFTER FRAMING PLAN RIGHT SIDE POST/TRUSSED RAFTER FRAMING PLAN
SCALE: 1/8'=1' SCALE:1/8'=1'
WELD,CONTINUOUS,ALL FOUR SIDES,
26 GA.GALVANIZED METAL ROOF PANELS FASTENED TOP AND BOTTOM TRUSS CHORDS
TO PURLINS WITH#12-14 x 1'SDFs WITH CONTROL
SEAL WASHER @ MAXIMUM 9'O.C.SPACING
3 26 GA.GALVANIZED METAL WALL PANELS FASTENED
TO POSTS WITH#12-14 x 1'SDFs WITH CONTROL ��`\ .•••�`i, ,/�
12 SEAL WASHER @MAXIMUM 9'O.C. 7 BECHITOL ENGI[t4 gTING,,I�
20 2 3 605 WEST NEW YORKAM 1fE ••�
1Y 3 DELAND,FLORIDQ2
Certificate of Authoftation N' .38538
4 Matdmum
WELD ALL WEB
CONNECTIONS,
BOTH SIDES 6 4' S Thomas Bechto P.Fi
3 t2 Maximum 3 Florida License STATE OF
a
ONAL
micro �
PROPOSED UTILITY STRUCTURE
3 3 3 3 8840 LONESOME PINE TRAIL
3 3
FT.PIERCE,FLORIDA
40' 1' 38' 5/7118
TYPICAL INTERIOR POST/RAFTER FRAMING SECTION GABLE END POST/RAFTER FRAMING PLAN M BECHTOL ENG/NEERM ^ RR °G� NTS
SCALE: 1/8'=1' SCALE: 1/8'=1' AND 7E871NCn G>G RR G18002
CO/SI 0 WOMM UGL,0ffRMVMrAt.AND UA MUS nSTM MMMS
��"°""'�oNo00p061pt " TB SHEET 2OF4
3/16'WELD,CONTINUOUS,
ALL FOUR SIDES TS POST
INSTALL 1/2'x 5-1/2'EXPANSION ANCHOR 8'LONG,MINIMUM 14 GA,TS NIPPLE.
THROUGH BASE RAIL WITHIN 6 OF EACH 7o SECURE POST TO NIPPLE WITH(4)#12-14 x 3/4'SDFs
BOW ALONG SIDES OR INSIDE EVERY
OTHER END WALL POST ALONG END o TS RAFTER POST(CORNER)
WALL SECTIONS
E
1-1/2'x 1-1I2'x 2'16 GA CLIP
E ANGLE,SECURE TO RAFTER
MINIMUM 2-1/4'EMBEDMENT I° 6' NIPPLETO 3116• i o ii i°i POST AND BASE RAIL
I I TS NIPPLES BASE RAIL i WITH(4)#12-14 x 3/4'SDFs
GROUND SURFACE TS TRUSSED RAFTER I I SECURE POSTS TO
lol I NIPPLES WITH
4'WELD,BOTH SIDES,
(4)#12-14 x 314'SDFs n
TOP,BOTTOM,AND 12'O.C. ❑❑
48'16 GA U-CHANNEL BRACE
4 ll
BRACE ANGLE SHALL BE MIN. °
45'TO MAX.60°FROM III TS CONTINUOUS BASE RAIL
MONOLITHIC CONC.FOOTING(2500 PSI MIN.) HORIZONTAL TS NIPPLEI° NIPPLE
TO POST NI
REINFORCED WITH 2 Ws CONTINUOUS DBL TS LEG POST ASSEMBLY WITH SECURE POST x 3NI SDFs
DBL TS BASE RAIL
RAFTER LEG ASSEMBLY/ END POST/BASE RAIL CONNECTION DETAIL
CONCRETE MONO.SLAB BASE RAIL ANCHORAGE RAFTER/LEG ASSEMBLY CONNECTION DETAIL DBL. BASE RAIL CONNECTION DETAIL Not To Scale
1 NotTo Score Not To Scale Not To Scate
TS TRUSSED RAFTER CHORD,
OR NON-STRUCTURAL HEADE
TS POST
(12 GA FOR ROLL-UP DOOR FRAME) NIPPLETO 3116'
TS RAFTER DBL HEADER
2•x 2'x 2'16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
TS END POST ORDOOR/ HEADER,OR BOTTOM OF WINDOW MINIMUM 6'LONG TS NIPPLE
WINDOW FRAME POST2'x2'x2.16 GA ANGLE CLIP HEADER
RAIUGIRT WITH#12-14x 3W SDFs so SECURE EACH WITH(4)#12-14x 3/4'
TS NON-STRUCTURAL HEARJAIL
SECURE TO POST(EACH SIDE)AND so SELF-DRILLING FASTENERS
(12 GA FOR ROLL-UP DOOR FRARAFTER CHORDIRAIL WITH(4)#12-14x 3/4'
BASE RAIL,OR WINDOW SDFs,(2)ON BOTTOM AND(2)ON SIDE
2'x2'x2'16 GA ANGLE CLIP
NOTE:AT ROLL-UP DOOR OPENINGS, TS NONSTRUCTURAL HEADER SECURE TO POST AND
POST SHOULD BE FLUSH WITH RAIL RAFTER WITH#12-14 x 3l4•
(12 GA FOR ROLL-UP DOOR FRAME)
END.CLIP POST TO RAIL ONLY ON SDFs,(2)ON TOP AND
SIDE OPPOSITE THE OPENING. (2)ON SIDE L J L J 12 GA TS POST
OR
TS END POST 2'x4'16 GA PLATE
TS WINDOW RAIL(OR GIRT SECURE TO EACH SIDE OF
-.FOR-VERTICAL.SIDING OPTION)- - - -POSTIRAFTER CONNECTION
- -- - WITH(4)#12-14 x 3/4'SDFs,
(2)ON POST,(2)ON RAFTER
POST TO NON-STRUCTURAL HEADER, BASE NON-STRUCTURAL HEADER OR WINDOW DBL HEADER/POST CONNECTION DETAIL
5 RAIL, OR WINDOW RAIL CONNECTION DETAIL 6 RAIL TO POST CONNECTION DETAIL 7 END POST/RAFTER CONNECTION DETAIL o Not To Scale
Not To Scale Not To Scale Not To Scale
3116•WEIR,CONTINUOUS, \ R H,.BECIYALL
3N6'WEIR,BOTH SIDES, \ •.
NIPPLETOP AND BOTTOM BOTTOM
TRUSS
CHORDS \ /
TSPOST/SLEEVE TS RAFTER SECURMINIMUE
EACH WITH
(TYPICAL ALL TRUSS POSTS) BorrornrRussclloROs
SECURE TO NIPPLE WITH SECURE EACH WITH(4)#12-14x3/4' BECHTOLENGINEERI4�G Y ING,INC.
#12-14 x 3/4'SELF-DRILLING WI H SELF-DRILLING FASTENERS 605 WEST NEW YORK AVENUE-
(4) a
DELAND,FLORIDA 32720 �:• 3g53 �(
FASTENERS 3116' NIPPLE TO Certificate of Authorization No.'54 O
RAFTER
12 GA TS POST
1l8' TS POST W—
Thomas Becht ,P.E. i ip((E .'
TS NIPPLE I TS CONTINUOUS BASE RAIL Florida UcenseNo.-SF" j S
i i C1
lol lol .• \
DOUBLE 12 GA TS HEADER ;Q N
3/16' NIPPLETO
3116' TS POST/SLEEVE BASE RAIL
TO DBL HEADER PROPOSED UTILITY STRUCTURE
RAFTER POST/BASE 8840 LONESOME PINE TRAIL
RAFTER POST/HEADER DETAIL RAIL CONNECTION DETAIL FT. PIERCE, FLORIDA
TRUSSED RAFTER CENTER CONNECTION DETAIL
1 p .� �� 577/18
Not To Scale Not To Scale M BECHTOL ENG/NEERM
Not To Scale °t"`"` RR �"� NTS
AND TESTING,I�
e01MUNG gnu.DMRONW WAL.ANDWlmuts 7MM[NONe1s arm RR °AOLNm G18002
OY�oW°Air° 000061m —"*—TB SHEET 3 OF 4
1'16 GAUGE FURRING CHANNEL FASTENED TO EACH
RAFTER WITH(2)#12-14 x 3/4'SELF-DRILLING FASTENER SPACED
NOT MORE THAN 48`O.C.
.26 GA.METAL ROOF PANEL
2-1/4'FOR 16 GAUGE.U-CHANNEL BRACE
12 GA FRAMING FASTENED TO THE POST AND
2-1/2'FOR RAFTER,WITH(2)#112-14 x 314'.
14.GAFRAMING SELF-DRILLING SCREWSAT' TS.RAFTER,. .
EACH END(4 PER BRACE)
ROOF.PANEL ATTACHMENT
BRACE SECTION : Not Toswle
Not To Scale
CONC
GENERAL NOTES: -Concrete hall Have a Minimum Specified Compressive Strength of 2500 PSI at28 Days.
1. THESE PLANS PERTAIN ONLY TOTHE 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;FINISH COVER OVER REINFORCIN -STEEL
FLOOR ELEVATIONS AND SLOP,ES,.OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. For foundations;minimum concrete cover over reinforsing.bars shall be:
3 inches in foundations wherethe concrete is cast against and permanently in conectwith the earth or exposed a the earth.
2. THESE STRUCTURES ARE DESIGNED AS NON-HABITABLE UTILITYISTORAGE BUILDINGS(RISK CATEGORY 1)CAPABLE OF SUPPORTING DEAD LOAD OF or weather,-and 1-112 inches elsewhere..Reinforcing bars embedded in grouted cells shall have a minimum clear distance of
THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS-IMPROVEMENTS NOT SPECIFICALLY-ADDRESSED HEREIN,-INCLUDING DOORS,,WINDOWS, 1/4 incA for fine grout or 1/2 inch for coarse giduf between reinforcing bars and any fao.ofa cell.Reinforcing bars used in
OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST(THIS SHEET)AND NOT PROVIDED AND INSTALLED BY CARPORTS. masonry walls shall have a masonry cover(including grout)of not less Ihan 2 inches for masonry units with face exposed to
ANYWHERE,INC.:WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK.BECHTOL ENGINEERING AND TESTING,INC., - earth or weather 1-1/2 inches for masonry Units not exposed to earth or weather..
SHALL-NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADD LOADS.'
. .
REINFORCING STEEL:.
3. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. - - The reinforcing steel shalFbe minimum Grade 40. .
4. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL.ALL FASTENERS SHALL BE GALVANIZED ORSTAINLESS STEEL. GALVANIZATION:
Metal acc
essories for use in 5. ALL FIELD,FRAMING CONNECTIONS SHALL BE#12-14x V SELF DRILLING SCREWS WITHOUTCONTROL.SEAL WASHER.ALL SHOP FRAMING accordance with ASTM A 153,.Class B 2 teriorwall CMetal plate orin ctorsons.truction and not es screws,b lots and nail lo the s a aposed dirrshall eectly to fhe galvanizedweather
CONNECTIONS SHALL BE WELDED. : shall be stainless steel or hot dipped galvanized.
111111
6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE.STRENGTH OF250D PSI-AT 28 DAYS.THE REINFORCING STEELSHALL'BE MINIMUM GRADE 40. REINF.ORCEMENT MAY BE BENT IN THE SHOP OR THEFIELD PROVIDED:'
•R H •BFCh%
CONCRETE SLAB FOUNDATIONS SHALL.BE REINFORCED WITH 6X67W1.4XW1.4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185,OR WITH 1. All reinforcement is bent cold; •• �GENSE .'•Ol
SYNTHETIC:FIBERREINFORCEMENT COMPLYING WITH ASTM C1116: "' Z. The diameter of the bend,measured on.the inside of the liar,is not lessthan six-bar diameters;and
3. Reinforcement partially embedded in concrete shall not be field bent N E�.� TING 88 -
BECHTOL ENGINEE TES 1
7. CONCRETE.EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252,OR SLEEVE ANCHOR MODEL HSA 1260;OR EQUIVALENT. 605 WEST.NEW YORK AVE NO- •�
DELAND;FLORIDA 32720EXCE .
8. POSTIRAFTER BRACING:.BRACE ON EVERY POST/RAFTER CONNECTION,EXCEPT FOR END WALLS AND GABLE ENDS. Where bennding is necessary to align:dowel bars with a vertical cell,bars partially embedded in concrete shall be
Cert'fcate of Authorizat on No'
permitted to be bent at a slope of not more than 1 inch of horizontal displacementto 6 inches of vertical bar length: w
9• SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE.TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA = 'C/
O
BUILDING CODE,SIXTH EDITION(2017)'-RESIDENTIAL,AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE,SIXTH EDITION(2017)-BUILDING.'
MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. Thomas Bechto'P.E i O C
-Florida License o.38538FLOR��.•` \�/
...• �\\�
10. 14 GA FRAMING:2-1/2'x 2-1/2'TUBE STEEL(TS)WITH 271/4'x 2-114'TS NIPPLES. ••' �
12 GA FRAMING:2-1/4'x 2-1/4'TS WITH 2•x YTS NIPPLES. ��� /O'N A
���/lIIFLIII��
PROPOSED UTILITY STRUCTURE
8840 LONESOME PINE TRAIL
FT.PIERCE, FLORIDA .
.. 5/7/18'
,BECHTOL ENGINEERING -RR 'G'� •NITS.
Mr.AND TE87/NG,Ire
CHECIM
RR. "1O1'"a .G180M
. ���awbvxu� M A110 Wmmus icmpo r1lmlays �@ TB