HomeMy WebLinkAboutRevisions; Proposed Utility StructureOFFICE USE ONLY:
DATE FILED: 2 f PERMIT #
REVISION FEE: RECEIPT # 017 A
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION RECEIVED
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652 APR 2 8 ef?I
(772) 462-1553
Permitting i)cp tment
APPLICATION FOR BUILDING PERMIT REVISIONSst- Lucie csunty
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
STATE:
OWNER/BUILDER INFORMATION:
NAME: 140 eyu ca, G+CG uj,- 0 ^ 6T-/7c/ }
ADDRESS: 1 2 k-5 d3 �� �c t
CITY: ,Z%- STATE:
PHONE (DA TIME: 7 7 S =
ARCHITECT/ENGINEER INFORMATION:
NAME: 8 eC 1,4-f
ADDRESS: &() cc
CITY: k C, - �
PHONE (DAYTIME):
SLCCC.• 9123109
Revised 06130117
ST. LUCIE CO CERT. #:
ZIP:
FAX:
31.3
a ZIP: '-6 `) `( -;�;z
FAX: 7 7 i =- �13 5 I- D a-
STATE: i== L-
±-.41..
ZIP: , 7 ;L 0
APPROVED PRODUCTS LIST
GENERAL NOTES:.
OCCUPANCY GROUP:
U .
1,
; .THESE PLANS PERTAIN ONLY TO. THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE
CONSTRUCTION TYPE:
II-B.
APPROVAL
RAIL ANCHORAGE. OTHER DESIGN.ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL,-INGRESS/EGRESS, PROPERTY SET -BACKS, '
PRODUCT C`ATEGORY,.
SUB CATEGORY
MANUFACTURER
FINISH FLOOR ELEVATION AND SLOPE; OR OTHER LOCAL'ZONIN G REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS,
RISK CATEGORY:
I
No. B DATE
2:
THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/ST:ORAGE BUILDINGS (RISK CATEGORY I) CAPA6LE OF SUPPORTING DEAD LOAD
BUILDING ENCLOSURE TYPE:
ENCLOSED.
OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY'ADDRESSED HEREIN, INCLUDING -DOORS,'
STRUCTURAL COMPONENTS,
ROOF DECK
CAROLINA CARPORTS; INC.:
FL6596.1-R6
.
wlNDowS; OR OTHER COMPONENTS NOT -LISTED IN -THE FBC APPROVED PRODUCTS, LIST (THIS SHEET), ANDNOT PROVIDED AND INSTALLED BY ;
WIND EXPOSURE CATEGORY:
C '
26 Gauge AG Panel.
12/15/20
CAROLINA CARPORTS; INC:, WHICH EXERT ADDITIONAL.LOADS ONTHE STRUCTURE,SHALL.BE AT THE OWNER'S RISK. BECHTOL ENGINEERING:AND
TEST l NG, INC., SHALL NOT 13E RESPONSIBLE FOR STRUCTURALDAMAGE'OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS.-
ULTIMATE WIND SPEED (MPH): .
150
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA, CARPORTS, INC. •
Fl 6702.1-R6
3.
ALL STEEL TUBING SHALL BE 50.KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR3TAINLESS STEEL.
NOMINAL DESIGN WIND SPEED (MPH):
116.. .
26:Gauge AG Panel :..
12/15/20
• . q,
ALL COMPONENTS AND CLADDING SHALL.BE INSTALLED ACCORDING TO MAN CTURER'S INSTALLATION INSTRUCTIONS
N N I MANUFACTURERS
MEAN ROOF HEIGHT (FEET):.
17 86 .
,
5.
ALL FIELD FRAMING CONNECTIONS SHALL BE_#12-14 x 3/4" SELF DRILLING SCREWS. WITHOUT CONTROL SEAL WASHER..ALL SHOP FRAMING
ROOF ANGLE (DEGREES): -
14.0. -
CONNECTIONS SHALL BE WELDED..
INTERNAL PRESSURE COEF CIENT•
A S COEFFICIENT:
+0:18 ! -0.18
-6.
-BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6' OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS -
ABSENT.
DESIGN PRESSURES (PSF):
7.
B DG
POST/RAFTER RACING: BRACE ON EVERY ROSTIRAFTER CONNECTION, EXCEPT FOR END WALLS.AN ABLE ENDS.
ROOF; .
•
ZONE 1;
+16.0 / -17.5
". 8.
.14, GA FRAMING: 2-1/2" x;2,1/2" TUBE STEEL (TS) WITH 2.1/4" x 2' 1/4". TS NIPPLES
L
ZONE 2e:
+16.0 /,
-17.5
4 2 12 GA FRAMING: 2 1/ " z 2 1/4" TS WITH 2"'x: " TS.NIPPLES.
ZONE 2n:_ .
..
ZONE 2r.
+16.0 / -30.4
ZONE 3e: '
+16.0 /--30.4
ZONE 3r:
+16.0 / 51:1
WALLS:
ZONE'4•
+22.8 ! -25A
ZONE 5.
+22.8 4
/ -25.
NOT . . ' 14 E GA.FRAMING
METAL FRAMING AND SIDING PREFABRICATED BY
CAROLINA- CARPORTS, INC. -
P.O. BOX 1263 ...
DOBSON, NORTH CAROLINA 27017
THESE ENGINEERING DRAWINGS ARE THE
PROPERTY OF BECHTOL ENGINEERING 8
TESTING, INC. AND CAROLINA CARPORTS, INC.
_THESE DRAWING MAY NOT. BE REPRODUCED -
WITHOUT THE: WRITTEN CONSENT OF BECHTOL
ENGINEERING 8 TESTING, INC., AND-CAROLINA
CARPORTS,.INC.
THIS IS TO.CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS
HEREIN HAVE BEEN PREPARED.BY THE UNDERSIGNED PROFESSIONAL
ENGINEER, AND,AREIN ACCORDANCE WITH THE REQUIREMENTS OF ,
SECTION 1609 OF THE FLORIDA BUILDING CODE, SEVENTH EDITION
(2020).
S R H 'BF
N
•
BECHTOL ENGINE ERI N 3,g53C
TE PIO.
.665 WEST NEW YORK AVE C
FRONT'AND. REAR_ ELEVATION LEFT AND RIGHT:
SIDE ELEVATION
DELAND, FLORIDA 32720
. SCALE: 1/8" = 1' .. .. SCALE: 1/8" = T-
.� +=
•
-
;•�w�`
Thomas.Be oI,P.E. ��.
Florida Lice 538 ��� FCORIOP:
V. �\
/ONA1-
PROPOSED UTILITY STRUCTURE
4600 GRADY DRIVE
FORT PIERCE, 'FLORIDA
3/26/2021
BECHTOL ENGINEERING �""� . NM BG NTS
AND'7E677NG, br—
a cw0CM.EWAR WAt A DMMU"T�emMMRe MKB `"OLND G21001
o.mrdAWq„ rcom�. rcaovEu TB SHEET 1 OF 2
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO PURLINS ACCORDING TO
26 GA. GALVANIZED METAL WALL PANELS
-
1_1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH..
MANUFACTURER'S INSTALLATION INSTRUCTIONS
FASTENED TO POSTS AND GIRTS ACCORDING TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS
_ (2) #12=14 x 3/4" SELF -DRILLING FASTENER SPACED NOT MORE THAN 48" O.C.
FULL 6" WELD
.
40
. ..
BOTH SIDES
..
12
..
W.
WELD ALL WEB
CONNECTIONS, .
ALL SIDES
6'
2^.
1 1/2" 18 GAUGE FURRING CHANNEL FASTENED
16'
TOEACFI RAFTER WITH (2) #12 14 x 3/4" SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48.C.
0
: .
/
12 GA FRAMING
4'
26 GA METAL ROOF PANEL
2' 1/2" FOR
Maximum'
14 GA FRAMING
16 GAUGE B\RA30R
WITHFASTENEE #1P14x3/O4SAN
()
GROUND ANCHOR (Typical, .
TS RAFTER'RAFTS
AT EACH END (4 PER B
See Note 6; Sfieet 1 of2).
TYPICAL. INTERIOR POST/RAFTER, FRAMING, SECTION
ROOF PANEL ATTACHMENT.
BRACE SECTION
LEFT AND RIGHT SIDE POST/RAFTER FRAMING PLAN
Not To Scale
Not To.Scale
SCALE: 10 =1'
DRILL5/8" HOLE THROUGH BOTH
BASE RAILS AND SECURE
H B /
F
TO ANCHOR EYE WITH 1/2•
\\ C
P•.,
DIAMETER THROUGH -BOLT 2" WASHERS
LONG
TS. CONT. BASE RAIL
Li -CHANNEL 16 GA CE
BRACE ANGLE SHALL BE MIN.145°,
STS 3/4" SEONIPPLES LF DRILLNGISCREWS,
(4)t
BECHTOL ENGINEERI D TESTM
< ..
3/16"
ONE ON EACH SIDE @ 3" UP FROM
605 WEST NEW YORKAVENUE—
DELAND, FLORIDA 32720
•�
GROUNDSURFACE
�NIPPLETO
RAFTER
SPLICE JOINT
•�
TS RAFTER
DBL TS RAFTER POST
STATE OF
•• <(!:
o ^
NIPPLE TO 3/16"
BASE RAIL
- • R
Thomas Be tol, P.E. /� �\ •• • CORIDP •••
`
G�\�
EYE ANCHOR
Florida Lice 538.
` \
5/8"• ROD 48" LONG WITH 6" HELIX
8" LONG TS NIPPLE
" ii
"i.
�� 11 I'I I I `\\\
SECURE' POST TO NIPPLE WITH
��. DBL. BASE RAIL ANCHORAGE_
Not To Scale
(4) #12-14 x 3/4" SDFs
RAFTER POST
BOX EAVE RAFTER/POST DETAIL-.
�' Not To Scale -
\_DBL TS CONTINUOUS BASE RAIL
END. POST/BASE RAIL CONN.
N.t
PROPOSED UTILITY. STRUCTURE
4600 GRADY DRIVE
FORT PIERCE, FLORIDA
3/26/2021
BECHTOL ENGINEERING p""x NM NTS
AND 7ESnNa Im
mi measumm o�cNaru. Q+wmraerru. un wirewun remwo weemra
MKB °PO1� 621001
� TB SHEET 2 OF 2