HomeMy WebLinkAbout22-47563429 Pyrite Drive
-ff., N��l
City of Zephyrhills �ga
"u
5335 Eighth Street I ffimffiM
Zephyrhills, FL 33542 BAR-004756-2022
Phone: (813) 780-0020 Issue Date:
Fax: (813) 780-0021
Permit Type: Add/AlterResidentiaR
24 26 21 0080 00000 2950
Name: WILLIAM & DIANA PATERSON Permit Type: Add/Alter (Residential)
I Class of Work: Add/Alter Residential
Address: 2065 Sw 28Th Ter
FORT LAUDERDALE, FL 33312
Phone: (954) 914-2578
Building Valuation: $8,000.00
Electrical Valuation: $600.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $8,602.00
Total Fees: $187.50
Amount Paid: $187.50
Date Paid: 9/15/2022 12:19:34PM
REINSPECTION FEES: (c) With respect to Relinspection 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.
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.
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
(
w w + w `-
�
a ° EX15TIOG Q o '
/ CONCRETE DRIVE a a '
♦ MOBILE HOME a <7 In
♦♦ \ , G Q Q
♦ ♦f/ Q
PROP05E D
ADDITION
• ,y L L EXISTING /
v y � SODDED AREA � (�
♦� Q „vv
CIQ
4,0
SITE PLAN =
SCALP = I/a° I' -�° ♦'�,, ,L ,� `\\, ./'
LEGAL DESCRIPTION: THE EMERALD POINT RV RE50RT, PHA5E SIX, PB
4a, PG 00%, LOT 295
`r A�
iy �,i;l�f•.�1�1'{•...l. I�4�- 1 +°? �1�
�t
SIDE ELEVATION
SCALE. 1/4' =1-0'
3' X 4' INSULATED COMPOSITE
ROOF PAN)L5 FASTENED TO
EXTERIOR WALLS PER
MANUFACTURER'S SPECIFICATIONS_
PITCH TO I -LATCH EXISTING ROOF,
CONSTRUCTION NOTES (AS APPLICABLE)
1,
WORK SHALL INCLUDE ALL ITEMS (BUILDING AND SITE) INDICATED ON THESE DRAWINGS UNLESS OTHERWISE
NOTED.
2.
EXTRAS OR CREDITS: ANY DEVIATION FROM THESE SPECIFICATIONS OR PLANS INVOLVING AN EXTRA CHARGE
r
OR CREDIT MUST BE AGREED UPON IN WRITING BETWEEN THE CONTRACTING PARTIES BEFORE THE CHANGE
R-II INSULATION
IS MADE. THE CONTRACTOR SHALL NOT TAKE ADVANTAGE OF ANY DISCREPANCIES IN THE DRAWINGS AND
1,_�„
SPECIFICATIONS. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE REFERRED TO THE ARCHITECT AND
BE CORRECTED BEFORE ANY CONTRACT IS ENTERED INTO, DIMENSIONS SHOWN IN FIGURES ON THE
DRAWINGS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
OVERHANG TO
3.
SHOP DRAWINGS AND / OR NOA'S SHALL BE SUBMITTED FOR ARCHITECT'S REVIEW OF THE FOLLOWING:
MATCH EXISTING
j 1/2, GWB
DOORS AND WINDOW
4.
SITE WORK: SCRAPE SLAB AREA CLEAR OF ALL ORGANIC MATERIAL AND FILL WITH CLEAN SAND TO
ELEVATION OF BOTTOM OF SLAB, SURFACE MATERIAL CAN BE USED AS SITE FILL, (SAND FILL TO BE
c'
TERMITE TREATED).
zi
5.
ALLOWABLE SOIL BEARING PRESSURE: FOOTING SIZES AND REINFORCEMENTS HAVE BEEN DESIGNED FOR
NEW VINYL SIDING,
x
MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2500 P,S,F. ALL FOOTINGS SHALL BE CARRIED TO
TO MATCH EXISTING,
``'
NOTE: STUDS TO TOP AND
UNDISTURBED MEDIUM SAND OR ROCK AND TO AT LEAST THE DEPTH SHOWN ON THE DRAWINGS.
OVER WATERPROOF
BASE PLATE WITH 51MPSON
6.
SLABS ON FILL: FILL AND BACK FILL TO BE COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM
FABRIC ON 3/4'
�I
Ha, l50,14a X 1 1/2' TO
MOISTURE AS DETERMINED BY STANDARD PROCTOR TEST. COMPACTION LAYERS NOT TO EXCEED 8 INCHES,
EXTERIOR GRADE
PLATES AND (5) J45 X 1 1/2'
SLABS ON FILL TO BE MINIMUM 4 INCHES THICK.
PLYWOOD OVER 2 X
NAILS TO STUDS.
7.
ALL LUMBER TO BE SOUTHERN PINE N0. 2 OR EQUAL. Fb = 1250 PSI, E = 1,600,000 PSI, Fv = 175
6 STUDS AT Igo' O/C/
+
PSI PER NDS 2005 EDITION,
8.
ALL METAL USED FOR CONNECTING WOOD MEMBERS SHALL BE GALVANIZED OR CORROSION RESISTANT.
9.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 7TH EDITION 2020,
AND ALL CODES, RULES, REGULATIONS, AND RESTRICTIONS HAVING JURISDICTION,
5A5E TO MATCH
10.
CONCRETE GENERAL:
EXISTING
UNLESS OTHERWISE CALLED FOR IN SPECIFICATIONS OR DRAWINGS, ALL CONCRETE WORK SHALL CONFORM
TO ALL REQUIREMENTS AND RECOMMENDATIONS OF ACI-318-14 SPECIFICATION FOR STRUCTURAL CONCRETE
PT 2 X e, BASE PLATE
FOR BUILDINGS".
WITH 1/2 A,B. AT 24' O/C,
11,
CONCRETE:
AND RECE55ED 3/4'
TO BE A MIX DESIGNED IN ACCORDANCE WITH ASTM C-94-72 TO ACHIEVE A STRENGTH AS STATED BELOW,
AT 28 DAYS, WITH A PLASTIC AND WORKABLE MIX. A CERTIFICATE OF MANUFACTURER'S MIX AND STRENGTH
GRADE7771
IS TO BE PROVIDED. NO WATER IS TO BE ADDED AFTER TRUCK LEAVES PLANT WITHOUT APPROVAL OF
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ -
ENGINEER OR PLANT ENGINEER. PLANT CONTROL IS REQUIRED. MAXIMUM MIX TIME AT POINT OF DEPOSIT
IS 90 MINUTES. Fc= 3,000 P.S.I.
12.
REINFORCING STEEL:
BARS TO BE A615-GRADE 60 (UNLESS NOTED OTHERWISE), FREE FROM OIL, LOOSE SCALE AND LOOSE
RUST, AND BENT, LAPPED, PLACED, SUPPORTED AND FASTENED ACCORDING TO THE MANUAL OF STANDARD
I(o' X 12' MONOLITHIC
4' CONCRETE SLAB ON GRADE
PRACTICE FOR DETAILING CONCRETE STRUCTURES (ACI 315-65) AND THE BUILDING CODE REQUIREMENTS
CONCRETE FOOTING
REINFORCED WITH ro X 6 - WL4 X
FOR REINFORCING CONCRETE (ACI 318-14). IN CASE OF CONFLICT ACI 318-71 SHALL TAKE PRECEDENCE.
WITH 2 " 50 CONT, TYP.
WL4 WELDED WIRE FABRIC ON
13,
WIND DESIGN LOADS PER ASCE-7 '16 V=170 MPH, EXPOSURE C', RISK CATEGORY 11,
VAPOR BARRIER OVER CLEAN,
TREATED, COMPACTED FILL-
►SEP . 9 2022
--.rr;
TYPICAL WALL SECTION
,
CONNECTION 5PEC5 f ° ° , r �EPr�`(RHIL
SCALE: 112' = P-0'
(ALL BY SIMPSON AND FULLY NAILED F LANJ E'AWft���R
UNLESS NOTED OTHERWISE)
WITH P>df~V,�ILiNG
- 5TUD5 TO TOP d BOTTOM PLATES: Ha !.0DES I°�.CJfiIL7A , iJ i.Cjjl�iC C�JI�E
- HEADER TO TRIMMERS-, H� *1ATIC)idt", I� CT iIC ��
,
- HEADER TO TOP PLATE: Hro AND THE CITY -Or,?. FPHY� HJLi �
- SILL PLATE TO CRIPPLES: Ha DOUBLE Doui-: � �QPr�
DOUBLE
DOUBLE TOP
- BASE PLATE TO CONCRETE SLAB: 1/2' HEADER PLATE
EXPANSION ANCHOR5 AT 24' O/C.
HEADER
PLATE
I
KING STUD
�
TRIMMERS
51LL PLATE I
7n
,
ry
BASE PLATE / CRIPPLE / 5TUD5 CONCRETE SLAB" 5TUD5 /
WINDOW FRAMING DETAIL
SCALE : 1/2' = 1'-0'
i
I
i
KING STUD
cfJ
.I
�
TRIMMERS
BASE PLATE / CONCRETE SLAB" 5TUD5 /
DOOR FRAMING DETAIL
SCALE : 1/2' 1'-0'
NEW SIDING TO ROOF SLOPE TO
MATCH EXISTING MATCH EXI5TING
r_
r
�
r
E
EF1
v
::::/Hi
tE
EXISTING III ADDITION
32'-oil
CD
z
W
U
I
i
I
REAR ELEVATION
SCALE: 1/4' =1'-0'
0 3 " 50 X 12" DOWELS
AT SET &' MINIMUM IN — —
EXISTING FOOTING o
WITH EPDXY GROUT, /4"CONCRETE SLAB ON
GRADE REINFORCED
WITH6X�-WI4XWIA
EXISTING RESIDENCE_ --'— WELDED WIRE FABRIC
NO WORK TH15 PERMIT
ON VAPOR BARRIER
OVER CLEAN, TREATED,
--- I COMPACTED FILL. I '
12' X 12' THICKENED
EDGE WITH 1 541
GONT_ � I
FOUNDATION PLAN
SCALE: 1/4' a 1-0'
EXISTING I ADDITION
N
I&' X 12' MONOLITHIC
CONCRETE FOOTING
WITH 2 " 50 CONT. TYP.
10'-0"
42
+ 33�
(2)3'X4'5H
WINGTbtI�"
o -
i
i =
NEW
EX15TING RESIDENCE_ FLUSHI[:) STORAGE
NO WORK THIS PERMIT 77
(2)3'X4'SH
WINDOW
T,
FLOOR PLAN
SCALE: 1/4' =1'-0'
30ro8 I
+ 33 a
42,7
� Q
4 '
30ro a i
i
77
it
+ 33.0
42,1
EXISTING ADDITION
WP/GFI
�1
P
P�1
P�1 P�1
ELECTRICAL NOTES;
- A17: EXISTING SPARE CIRCUIT, 15A, f/ 14 /
WIRE, 1080 VA LOAD.
P�1
P�1
0
FLOOR PLAN
SCALE: 1/4' -1-0'
EXTERIOR DOOR
EXTERIOR FIN15H
TYPICAL FRAME
F,_ TERIOR WALL-
WINDOW UNIT
I X 3 MIN. PT DOOR BUCK I X 3 MIN. PT WINDOW BUCK
ANCHORED WITH ad COMMON GYPSUM WALL BOARD ANCHORED WITH ad COMMON
NAILS AT 0' O_C_ ON PT FURRING NAILS AT a' O_C_
WOOD CASING AND JAMB NOTE:
PROVIDE WATERPROOF SEALANT BEHIND
DOOR -I- WINDOW RUCK BUCK AND AT BUGiG EDGE.
TYPICAL ANCHORING DETAIL - FRAME N.T-6.
0
P�1
WP/GFI
GENERAL NOTES:
SCOPE OF WORK 15 THE ADDITION TO THE
EXISTING RESIDENTIAL UNIT_
THEME IS NO PLUMBING OR MECHANICAL
WORK THIS PERMIT_
SCOPE OF ELECTRICAL WORK 15 AS
SHOWN,
LEVEL OF ALTERATION, 2_
0
F]
0i
of
of
Mai
of
174
Ell
>
U
w
z
U w
Q z
w
>
Qa
U M
J r-
V)
a
w
U T
o
wZ
m�
O N
REVISIONS
U
y-
m
m
r
o
m
p
j
Z
Y
O
�
U
�
Q
w
0
m
=
a
C)
U
Q
PROJECT NO.
22-025
DATE
0,5/29/22
SHEET NO.
Al
j OF -