HomeMy WebLinkAbout23-5602M77I10007%7-1, nr7NM
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
f =
BGC-005602-2023
Issue Date: 03/30/2023
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee Imposed for the Initial Inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
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Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
14 )6:W44-xt*r - ------------
P -- FFICEf EfIT OFFICE
6 ONTHS WITHOUT APPROVED INSPECTION
-211k, �* �M �101 01
SIGN BACKGROUND COLOR:
RBG: 255,251,240
3/4" LOGO BORDER:
RBG: 0,0,0 (BLACK)
DARK FROND:
RBG: 68,107,50
LOGO BACKGROUND LIGHT FROND:
HALF TONE OR REED GRASS FABRIC TEXTURE _\ RBG: 128,132,26
RBG: 128,132,26
(2) 8" SEGMENTS OF #5 BARS -
DRILL THROUGH POST AND
INSTALLED AT 90 DEGREES
TO EACH OTHER - SEE ELEVATION
FOR VERTICAL OFFSET
EDGE OF FOOTING
(4) #5 HORIZONTAL BARS
IN CAGE TIED TO VERTICAL BARS
SPACED 12" O.C.
1/8" THICK RING:
RBG: 0,0,0 (BLACK)
4" SQUARE ALUMINUM POST
a 4
(4) #5 VERTICAL BARS
FOOTING PLAN VIEW
_ r-
i I r - __5
,ter
MINIMUM 1%SLOPE
TO SHED WATER
AWAY FROM POST -
ALL DIRECTIONS
HOLD ALL REINFORCEMENT BARS
3" FROM OUTSIDE OF POUR
ON ALL EDGES
(2) 8" SEGMENTS OF #5 BARS -
DRILL THROUGH POST AND
INSTALLED AT 90 DEGREES —
TO EACH OTHER
(4) #5 HORIZONTAL BARS
IN CAGE TIED TO VERTICAL BARS
SPACED 12" O.C.
(4) #5 VERTICAL BARS
T-3"
COMPACTED SUBGRADE
4'-0"
7" HT. LETTERS
FONT: GOODFISH.TTF BOLD
FIRST LETTER IS CAPITAL LETTER -
LOWER CASE FOR REMAINING LETTERS
COLOR: RBG: 0,0,0 (BLACK)
YOA 1 45
v-
/ " c
LOGO LAYOUT
6'-4" -
1 4' CHANNEL FRAME
6'-0"
SIGN MODEL # PS-CF 48x72
MANUFACTURED BY ORNAMENTAL POST & PANEL
OR EQUAL
www.ornamentalpost.com
LOGO BY OWNER
CONTRACTOR SHALL FABRICATE 1/4" THICK ALUMINUM SIGN
FACE AND SECURE TO CHANNEL EDGING
SINGLE SIDED SIGN
24 SO. FT. SIGN FACE -BACK SIDE OF SIGN IS BLANK
ONE SIGN PROPOSED
SF4D POST CAP
10' LONG - 4" x 4"
SQUARE ALUMINUM
POST - 3/16" MINIMUM
WALL THICKNESS
POWDERCOATED PAINT FINISH
COLOR: BLACK (ALL COMPONENTS)
I SB46 POST BASE
10'-0"
OPEN
2-9"
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71
-
COMPACTED SUBGRADE
1 SIGN ELEVATION & FOOTING SECTION
LS6 1 --= V-011
BRACE POSTS IN VERTICAL
POSITION CONCRETE FOOTING
HAS HARDENED
2500 PSI CONCRETE FOOTING
POURED IN PLACE
FABRICATE REINFORCEMENT BAR
STAND TO HOLD POST OFF BOTTOM
OF POUR
I pt�E APR / I 7(e
M I
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I I ; MUUULAM HUML I
I o o z I L O T 52
P. B. 19, PG. 46 -� !
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I ---------------------------------_---------6x 40SHUFLEBOARD PLY ARE- I 1 ; 1 -
I CONSTRUCTION OR EXPANSION JOINTS - SUBMIT
RE -ENFORCEMENT AND CONCRETE MIX / FINISHINGII I
I ROOT I TECHNIQUES TO PROVIDE SURFACE WITH NO
PRUNING% CONCRETE CRACKS
REQUIRED C3 58'
4I�1ri
� I -------- _- ___L---I ------- --------_ _____—______� ____
51 4" THICK CONCRETE SIDEWALKS
_�EXPANSION 4ITHCONTROL JOINTS AT
JOINTS MAXIMUM 4'OC.� 80 SO. FT.
20.78'
---- -- I , CONCRETE
22'' SLAB FOR MAIL CLUSTER
TO BE 6 THICK
I BOXES
------------------
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- - - - - - - - - - - - - - - - - - • �-------
It--------------
a co
------' - TOP OF POND BANK
-------------------
UTILITY EASEMENT w------------- -------- FDOT LIMIT OF
CLEAR SIGHT
----------------------------
AUTUMN PALM DRIVE RIGHT-OF-WAY LINE
MONUMENT SIGN
FALLSTONJ I E WAY
it 90 90D
_ -I I RIGHT-OF-WAY LINE
TOP OF POND BANK 0I 18.00
ECTION OFINTERS
AUTUMN PALMS DR. AND
FALLSTONE WAY RIGHTS -OF -WAY
---------- ---- ---------- -------- ---------FDOT LIMIT OF Ili
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'42" W 641.44'(C&•M) NOTES:
9 57'26" W 641.44(S)
1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR
STRUCTURAL ENGINEEERING ONLY 2.
2. DESIGN MEETS 2020 FLORIDA BUILDING CODE,
7TH EDITION AND ASCE 7-16 3
DESIGN WIND SPEED= 145 MPH
Knotwh t'sbelow. EXPOSURE C
Call Pore you dig. 'NOT INCLUDED" ASSUMED SOIL BEARING CAPACITY: 1,500 PSF
TERESA FREY
PID 15-26-21-0030-09700-0010 CONCRETE STRENGTH: 3,000 PSI 4'
O.R.B. 8569 PG. 1878 REBAR: 60 KS
P. B. 1, PG. 55
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/ I S 89 56'O, E 644., 6'(C&�Mj
/ I S 89 59'37 ' E 644.06 (S)
- - - - - - 0 � I ❑ ' T
HARDSCAPE MATERIALS SCHEDULE
MAIL KIOSK (6) 16 ADDRESS CLUSTER BOX UNITS) - USPS APPROVED MAILBOXES ON PEDESTALS
SALSBURY INDUSTRIES # 3316 OR FLORANCE CORPORATION 1570-16AF OR EQUAL. SURFACE
6 A MOUNT ON 6" THICK CONC. SLAB WITH CONCRETE ANCHORS. ALLOW 6" BETWEEN CLUSTER BOXES.
COLOR: BLACK ALL PROPOSED EQUIPMENT AND LOCATION FOR EQUIPMENT MUST BE APPROVED
BY THE LOCAL POST MASTER PRIOR TO ORDERING EQUIPMENT.
BENCH- RECYCLE DESIGN, INC., PARK SERIES TEARDROP SEAT BENCH WITH ARMS; CEDAR HDPE
2 B WOOD SLATS, 72" LENGTH WITH ARMS, BLACK POWDERCOAT PAINTED FINISH ON METAL, SURFACE
MOUNT www.recycledesign.com
SHUFFLEBOARD TOURNAMENT SCOREBOARD - ALLEN SHUFFLEBOARD MODEL #8009 WITH
1 C #5008 CHALK/ERASER TRAY - MOUNT ON 2" SQUARE ALUMINUM POLE WITH BALL OR FLAT
CAP - PAINT POLE "BLACK" www.allenshuffleboard.com
SHUFFLEBOARD COURTS - CONCRETE CONSTRUCTION WITH PAINTED SURFACE - GUTTERS TO
2 D SLOPE TOWARD CENTER DRAINS -
PROVIDE(2) ALLEN SHUFFLEBOARD MODEL #7005 CONTINENTAL SHUFFLEBOARD EQUIPMENT SETS
STORAGE BOX - WEST MARINE STANDARD FISHERMAN'S DOCK BOX MODEL NUMBER: P011952116
1 E MIN. T INSIDE STORAGE LENGTH - PROVIDE 12" DIAMETER x 2' DEEP CONCRETE FOOTING WITH 1/2"
THREADED BOLT AT CENTER OF FOOTING - DRILL THROUGH DOCK BOX AT CENTER WITH RUBBER
GASKET AND THREADED NUT TO SECURE BOX TO FOOTING
SIGN LIGHT- KIM LIGHTING NARROW HORIZONAL FLOODLIGHT DARK BRONZE MATTE TEXTURE FINISH
1 F MODEL#KFL1-8L-20-4K7-N-UNV-K-DBT-JBR30, CONTROL FOR PHOTOCELL (ON) AND TIMER (OFF),
PROVIDE ELECTRICAL CONNECTION AND ELECTRICAL ENGINEERING DESIGN FOR PERMITTING
LOCATE 61 FROM MONUMENT
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'NOT INCLUDED"
WA YNE A. TEPPER 11
PID 15-26-21-0030-09700-0011
O.R. B. 7692, PG. 373
P. B. 1, PG. 55
REVIEW DATE. " ? r' 2
CITY OF ZEPHY HILL•S', ,����
BUILDING OFFICIAL COP
"NOT INCLUDED"
TERESA FREY
PID 15-26-21-0050-09700-0010
O.R.B. 8569 PG. 1878
P. B. 1. PG. 55
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2 1/2" THICK PRECAST
CONCRETE WALL CAP
COLOR: "WHITE"
STONE VENEER
4" x 63 5/8" x 2 1/2"
THICK PRECAST
CONCRETE SILL
COLOR: "WHITE"
FINISH GRADE
84 3/4"
ALl
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SINGLE F
37.5
4"x63�
PRECAST
EACH SIDE'
FAUX STACKED
CL
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FIN
SECTION THROUGH SIGN
2 1/2" THICK PRECAST
CONCRETE WALL CAP
COLOR: "WHITE"
PAINTED ALUMINUM INSERT ATTACHED TO
TWO ROWS 6" x 8" x 16" SOLID BLOCK
WITH ONE ROW 8" x 8" x 16" CMU BETWEEN
SOLID BLOCKS - SEE WALL SECTION "B"
STONE VENEER
3000 PSI POURED CONCRETE FOOTING
3-0" X 1 V-6" X V-0"
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COLOR: "WHITE"
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MATERIALS AND FINISHES
DIMENSIONS ASSUME 1 3/4"
STONE VENEER WIDTH
9' 1 C$"
DIMENSIONED ELEVATION
ENTRANCE SIGN
1 /2" = V-011
I'SLOPE TOWARD EACH
SIDE OF SIGN WALL
FROM MIDPOINT
f 1 21 %'
PRECAST CONCRETE SILL
WALL REINFORCED WITH
#5 REBAR BENTS - FILL
ALL CELLS WITH CONCRETE
PROVIDE #1 GUAGE HORIZONTAL
RENINFORCING AT 24" O.C.
VERTICALLY (EVERY THIRD COURSE)
TIE ALL REBAR CONNECTIONS
WITH METAL TIES
PRECAST CONCRETE COLUMN CAP
EPDXY TO TOP OF CMU COLUMN
KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH
#5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE
(3) #5 REBAR CONTINUOUS
#5 VERTICAL REBAR @ 8" O.C.
NOTES:
1. FILL ALL BLOCK BELOW GRADE
WITH CONCRETE.
2. PROVIDE #1 GAUGE HORIZONTAL
REINFORCING GRID AT 24" O.C.
VERTICALLY
SIGN INSERT
ALTERNATE CMU DIRECTION EVERY OTHER COURSE
SAFETY PROTECTION ON VERTICAL REBAR
UNTIL BLOCK WORK BEGINS
- (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES
TIE ALL REBAR CONNECTIONS WITH METAL TIES
... .
//" I ------
FINISH GRADE
_ ADJUST COVER OVER FOOTING TO
II -_
' MINIMIZE CUT BLOCK COURSES
._\ . __ : , - _ -
1__ (4) #5 HORIZONTAL REBAR CONTINUOUS,
- 4 . ---� HOLD REBAR 3" OFF BOTTOM AND
I N
e
' '.� a -i EDGE OF POUR
1' O' I I ee 4 ,' s .° I
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-I. ° ° • °. 4 ° e I ;`I 3" OFF BOTTOM AND EDGE OF POUR
le _._� ° ° -_J .1
L I = 3000 PSI POURED CONCRETE
_'____'_J___- ____-_____- :'_J
4' 6" FOOTING CONTINUOUS
m !
COMPACT SUBGRADE AT ALL
SECTION I'D" FOOTING LOCATIONS
PROVIDE #1 GUAGE HORIZONTAL
RENINFORCING AT 24" O.C.
VERTICALLY (EVERY THIRD COURSE)
#5 VERTICAL REBAR
SIGN WALL MAX. 24" O.C.
VENEER WALL TIES
STONE VENEER STONE VENEER
/ /
EDEI EEI �° ' #5 VERTICAL REBAR
AT ALL CORNERS
[�] 1�1 °• °• m
• °• � • e •° rp�
ES
M D � a � D � it, VENEER FILLALL
SECTION "C"
ELEVEN COURSES
6" x 8" x 16" SOLID BLOCK
r- SIGN WALL
WITH CONCRETE
PROVIDE #1 GUAGE HORIZONTAL
RENINFORCING AT 24" O.C.
VERTICALLY (EVERY THIRD COURSE)
iIII
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SIGN FACE TOWARD STREET --/ SECTION "B"
SIGN WALL #5 VERTICAL REBAR
MAX. 24" O.C.
VENEER WALL TIES
STONE VENEER STONE VENEER
E DE]aD El lil If] E D
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AT ALL CORNERS
o°rr�l� a o= a.
VENEER WALL TIES
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DN ALL SIDES IFILL ALL CELLS
WITH CONCRETE
PROVIDE #1 GUAGE HORIZONTAL
m M$M
SECTION "A" RENINFORCING AT 24" O.C.
VERTICALLY (EVERY THIRD COURSE)
#5 VERTICAL REINFORCEMENT BARS
(TYPICAL) (MAXIMUM 24" O.C.
CMU BLOCKS FOR SIGN WALL #5 VERTICAL REINFORCEMENT BARS
(TYPICAL) (MAXIMUM 8" O.C.
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SIGN FOOTING
REVIEW DATE: S-`U •913
CITY OF ZEPHYRHILLS
BUILDING OFFICIAL_
NOTES:
1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR
STRUCTURAL ENGINEERING ONLY
2. DESIGN MEETS 2020 FL RIDA BUILDING CODE,
7th EDITION & ASCE 7f'
DESIGN WIND SPEED:�145 MPH
WIND PRESSURE: 38.9a SF
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REVISIONS:
1. 6/10/20
CITY REVIEW
COMMENTS
2. 1111/21
SITE PLAN
MODIFICATION
3. 8/2/22
81 REVIEW COMMENTS -
1 Kf10 WIl t'Sbelow. NORTH BUFFER
all Pore you dig.
4. 3/1/23
SIGN MODIFICATION
DRAWN BY: JAZ
WILLIAM G. REIDY, P.E. DATE: 8/11/22
REG. NO. 35605
PROFESSIONAL ENGINEER 20011
1VI0 LIMENT SIGN
DETAIL
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