HomeMy WebLinkAbout22-3507City of Zephyrhills
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"U""'M NVRIRRM"MMI-I
-MRA
5335 Eighth Street
Zephyrhills, FL 33542
BAR-00350
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 02/
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,
TIM
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
0
IN
813-780-0020 City of Zephyrhills Permit ication� R13m7 Om0021
Building Department
date �elv.
nee$ Name `'
Fee Simplo Titleholder Name
Fee Simple Titleholder Address
Phone :Numb®r 1' r ra
Owner PhoneNu er
Owner Phone Number
. FF
JOB ADDRESSi �f a e i 'LOT 0 7—
SUBDIVISION . f i t' .> tPARCEL ID
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED El JNEW CONSTRB Pa dRLT SIGN DEMOLISH
INSTALL, REPAIR
PROPOSED USE SFR COMM OTHER . ,.
PE' F' TRUCTION BLOCK- FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIDE SO Z1
FOOTAGE f HEIGHT ,• t - B
P ILr Ir4c t .t VALUATION OFTT"AL CONSTRUCTION
ELECTRICAL
PLUM IN
E HANICAL
SAS ROOFING
FINISHED FLOOR ELEVATIONS � ���
AMP. ERVI E PROGRESS ENER Y. W.R.E.C.
L
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY OTHER,
FLfJDNE`ARA =YES N r
FILER .a COMPANY 11
SIGNATURE REGISTERED Y
Addre s.
i--. '. L.( Vvt, ( >%a' f.,i
P Ki .. - rcc ri mom
PLUMBER
, COMPANY
SINATU
REGISTERED
1' P N �ar�RRE N
Address
License
--------
MECHANICALCOMPANY
SIG14ATUkE
..
REGISTERED
=N= ,: , " FEEOURREK =N x
Address
License ....=
OTHER
COMPANY
E
�FEE
SIGNATURE
REGISTERED
Y l.N
Address
License I
RESIDENTIAL, Attach°'(2) Plot,Plant�a:(2)'dets.of ulldina'PI6=41) set,of Ener v,Forrnsi<R. WFPerrnit for new construction,
Sanitary Facilities €Is , :uhurr peNer; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets > f.Euil ing.Plans. plus s W&Ssfety ,,Flage4 (5) see oaf Energy Fo s, R« -W Pe it for now construction.
Minimum ten (10) working days ft r submlttal,,date. Requlred onsite, Construction Plansi Stormwater Plans w/ Silt Fence, insWlod,
Sanitary Facilities & 1 durrtpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets oftnglha ed'Plans.
PROPERTY s66VEYrrequIred,lbr ail -N V construction.
Fill out application, completely,
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is required. (A/C upgrades over 7 00)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized totter from owner authorizing Sarno
OVER THE COUNTER PERMITTING (" py of,contract required)
Reroofs if shingles Sewers Service upgrades AJC Fences (PldtfSurvey/Footage)
Driveways -Not over Counter if on public roadways„needs ROW
ra.aama,an�rtdrev
OWNER OR AGENT CONTRACSubscribed and sworn to (or affirmed) before me this Subscribed arad'a+��t�'taa'(�r-:aff3 �dj fir rrr� fhi�
by by
Who is/are personally known to me or has/have produced Why r ersonally kn to me or ha lhaye, produced.
as Iderrfification, 07Aidentification.
Notary Public
Commission No.
Name of Notary typed, printed or stamped
Commission No.
Name of Notary typed, Printed or stamped
Notary Public
INSTR# 2022009945 OR E31<10525 PG1444 Page 1 of
01/1212022 10:02 AM Rcpt: 2401261 Rec: 1 O00 DS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
This spa" for an by Clerk of the Chvuk Court only.
NOUCE OF CONMWNCEMENT
Permit Number.
Tax Folio No. 312-25-21-0040-01300-0020
Tho undersigned her gives *otice that lap is will be made to *erWa real propedy, and in ® with section 713.13 of the
Florida Statuter, the follawfug Informatkus Is provided In the NOTICE OF CONUMMCEMENT.
1. Legal Description ofracmerty (street address
13 LOT2
7018 STEER BLADE DR. ZEPHYRHILLS FL. 33541
2. General description of improvements: SCREEN ENCLOSURE WITHCONCRETE
as lzn
3a. OwncrN
Owner Address:
3b. Owner's interest in site:
3c. Fee Simple Title holder (of other than owner)
Address:
4, Contractor Name: Ronald AJIen
Address: Phone: 813-661-7255
5. Surety Name:PA unt ofbon&-
Address: Phone:
6, Lender Name: Contact:
Address. Phone:
7. Person within the State of Florida designated by owner upon whom notices or other documents my be served as provided by
Section 713,13(l )(a)7, Florida Statides.
Name: N/A Address:
Phone Number.
S. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
71333(l)(b), Florida Stabrtcs,
Namw Address:
Phone Number
9. Expiration date ofNotice of Commencement (expiratoin date is one (1) yew from date of recording unless a different date is
specified). NIA
BEFORF COMMFNCMG WORK 0
Signatory's Title/Office
STATE OF FLORIDA
COUNTY OF HILLSBOROUGH
The ing cat :4racknowledge befeac me tlus& 20 Z day of 20---.
as
ca —
Personally Known OR Prod �d Identification
Type of Identification —1��
-05V Xs 1911690N 40NJ43 IN
szol 'Lz vvr s4jjdX3'uju)0:) AW
E99H Hsi # UOISS;WWO)
epWolj In aMS - )jIqnd RjnoN
A31n9 *V IPVd
02=17�M, n
-- Signature - Notary
in �i. . . �thr
Signdfia;3 of Natal P*son Signing Above
(A -".fsay bond must b—ddwd 9 170" 29NOV2012
State Of Florida, County Of Pasco
This is to certify that the foregoing is a
true and correct copy of the document
o file CAE` of PUblic record in this office,
' fitness my hand nd official seal this
day ofS 2
�[kki Aluar x �awie .rk & Comptroller
sco Co unty,e r#nda
.� By
Deputy Clerk
W.
R P A
0 15 30
PC
'8E'B
rr
INN
Cu,vw f Length
Radius
to
Chard BeOrIng
Chord
CI
65.14*
60MOW
613'13'
_N6544!57E
65.11'
C2
�7 40
3R 00
T-5229
N 86`07*51-W
#7 W
03
1zq .9v 763-00v
_17149`03`
121-n'
IN,
11_4.25_
_;,3CoD
1C;3-25
DARY & AS -BUILT SURVEY
)ESCRIP'PON: (AS FURNISHED)
: 13, SILVERADO RANCH SUBDIVISION PHASE 10A
D IN PLAT BOOK 80, PAGE(S) 107-112, OF THE
RECORDS OF PA 0 COUNTY, FLORIDA,
PRO
Ob
0
0
m
m
7018 STEER BLADE DRIVE
ZEPHYRHILLS, FLORIDA 33541
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
DHI TITLE OF FLORIDA, INC.
DHI MORTGAGE COMPANY LTD,
Line Table
OLD REPUBLIC NATIONAL TITLE
:D::1:rjecU*m Length
ROLAND JOSEPH AUCLAIR
MA IA A ALICLAIR
1 S31'55!56*W 18,96'
56.W 18�96'
L2
L L3 57.356'WW 14AV
NOTES:
1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIEU) VERIFIED,
INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY,
2, PROPERTY CORNERS SHOWN HEREON WERE SET,/F'OUND ON
04-30-21, UNLESS OTHERVASE SHOWN.
1 THE SURVEYOR HAS NOT ABSTRACTED THE LAND ISHOWN
HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIC'04S OF
RECORD WICH MAY AFFECT THE TITLE OR USE OF '7HE LAND.
4° NO UNDERGROUND IMPROVEMENTS HAVE BEEN LCC.ATED,
5, BUILDING TIES SHOWN HEREON ARE NOT TO BE USED TO
RECONSTRUCT THE BOUNDARY LINES.
6. ELEVATIONS ARE BASED ON PASCO COUNTY BENCHMARK f P
678 , ELEVATION 99.82' NAVD 1988 DATUM,
7, TREES SHOWN HEREON WERE IDENTIFIED AND POSITIONED BY
THE CUENT AFTER THE COMPLETION OF THE LANDSCAF*G, AND
NOT BY THE SURVEYOR AT THE TIME THAT THIS FINAL'SORVEY
WAS PERFORMED IN THE FIELD ON 04-30-21.
WINE
BEARING SASI&
3EARINOS SHOWN HEREON ARE EASED ON THE NORTHEASIERLY
OF LOT L BLOCK 13 SONG $27-32 WF. PER PLAT,
FIELD DATE—) 11-17-2020
SCALE. 1" — 30 FEET
APPROVED Or,
200547 LOT 2,
MR Na BLOCK 13
DRAWN BY, __RS_8
ffimmmm
CENIMUNE
RIGHT OF WAY LINE
DRAINABE FLOW
EXISTING ELEVATION
A/C AIR COND17MER
= CONCRETE
W CBCONCRETE BLAC
OCK WALL
CNA CORNER NOT ACCESSIBLE
CP CONCRETE PAD
OR CONCRETE SLAB
CONCRETE WALX
F./Eww A, FEDERAL DAERGENCY MANAGEMENT AGENCY
F,Lfm FLOW INSURANCE RATE MAP
ID IDEN11FICATION
LB LICENSED BUSINESS
LS LICENSED SURVEYOR
DwE DRAINAGE & UTUTY EASEMENT
POE PRIVATE DRAINAGE EASEMENT
RUE PUBLIC UTILITY EASEMENT
NAVE) NORTH AMERICAN VERTICAL DATUM
TR TELEPHONE RIM
0
FOUND 1/2- IRON ROD
NO ID
SET NAIL AND DISC
LO 06393
* SET,11/2' IRON ROD AND CAP L 39,3
@)SETW2' IRON ROD AND CAP a
LB 393
6_LFBWXND
NAIL AND DISC
.
LB 07013
0
FOU;%llr IRON ROD AND CAP
La
(P)
PER PLAT
PC
POINT OF CURVATURE
PCC
POINT OF COMPOUND CURVE
POP
PERMANENT CONTROL POINT
I'l
POINT OF IN7ERSEC'nON
PK
PARKER KALON
NOR
POINT ON CURVE
POL
POINT ON LINE
PRO
POINT OF REVERSE CURVATURE
PRM
PERMANENT REFERENCE MONUMENT
PRO
PROFESSIONAL SURVEYOR AND MAPPER
PT
POINT OF TANCENCY
SO. FL SQUARE FEET
S/W
SIDEWALK
TYP
TYPICAL
UP
UTILITY PAD
UP
UGHT POLE
ED
ELECTRIC BOX
TVB
TV BOX
wS
WATER SERVICE
F 1 *0 1 bamm
e I %
NOTES:
1 . spans based upon calculations performed by engineer.
2. do not exceed spacing between column (dims shown are
o.c.) without written approval from engineer, additional
columns can be added or spacing/spans reduced with no
adverse affect.
3. beam and column sizes can be increased in size with no
adverse affect to structure, sizes shown are minimums.
4. columns and beams should be evenly spaced where
practical.
5, contractor is allowed to make minor field adjustments to
account for field conditions.
6. frame is not designed or intended to be used as safe
habitation during a storm event.
A IIIx.046" HOLLOW
WEB THICKNESS: 0.046"
FLANGE THICKNESS: 0.04
AREA: 0.4704 SQ.IN.
MOMENT OF INTERIA:
0.2565 in-4
0.3069 in-4
SECTION OF MODULUS:
-Sxx = 0.2663 in-3
0.3069 in-3
RADIUS OF GYRATION:
-rxx = 07385 in
-ryy = 0.8077 in
ALLOWABLE Fy: 16.0 kip
Mmax = 3.92 kip -in I
2"x5"x.050" SMB
WEB TH NESS: 0.1310"
AREA: 0.9174 SQ.IN.
MOMENT OF INTERIA:
-Ixx = 3.6435 in-4
0.5916 in-4
SECTION OF MODULUS:
-Sxx = 1.5103 in-3
- Syy = 0.5917 in-3
RADIUS OF GYRATION:
-rxx = 1.9929 in
- ryy = 0.8030 in
ALLOWABLE Fy: 9.2 kip
Mmax = 13.89 kip -in
2" 3"x.046" HOLLOW
WEB THICKNESS: 0.046"
FLANGE THICKNESS: 0.04
AREA: 0.5976 SQ.IN.
MOMENT OF INTERIA:
-Ixx = 0.6873 in-4
-Iyy = 0.4202 in-4
SECTION OF MODULUS:
-Sxx = 0,5041 in-3
-Syy = 0.4228 in-3
RADIUS OF GYRATION:
-rxx = 1.0725 in
-ryy = 0,8385 in
ALLOWABLE Fy: 17.2 kip
Mmax = 7.16 kip -in I
2"x6"x.050" SMB
WEB THICKNESS: 0,050"
FLANGE THICKNESS: 0.1350"
AREA: 1.0216 SQ.IN.
MOMENT OF INTERIA:
5,6592 in-4
-Iyy = 0.6849 in-4
SECTION OF MODULUS:
-Sxx = 1,5103 in-3
-Syy = 0.6858 in-3
RADIUS OF GYRATION:
-rxx = 1.9441 in
-ryy = 1.8320 in
ALLOWABLE Fy: 9.0 kip
Mmax = 17.42 kip -in
TRESSPASS NOTE:
Owner and/or non -construction and/or non -jurisdiction related
personnel are not allowed in the construction zone until a
certificate of completion/occupancy has been issued by the
jurisdiction.
DESIGN CONFORMS TO THE FOLLOWING REQUIREMENTS:
Florida Building Code 7th Edition - Building & Residential
(2020)
TABLE 1604.5
.®® Screened Enclosures - Risk Category I
... Sun-Rooms/Acrylic Enclosures - Risk Category I!
Figures 1609.3(3) - 140 mph windzone (3 second gust)
1609.4.2 & .3 - Exposure Category C (see pressures below)
2002.3.1 - Extruded Aluminum to have a minimum wall
thickness of 0.040"
Table 2002.4
... Structure Loading Pressure (Exposure C):
.... Horizontal (winward/leeward) = 38 PSF / 29 PSF
.... Vertical (screen/solid) = 11 PSF / 32 PSF
Interior Pressure = ±4.4 psf (calculated per ASCE 7)
Concrete to meet requirements of Chapter 4 of FBC-R and
Table R402.2
Structure designed for use with 20x20 max mesh density
2002.4 - Any 1 ft length of vertical memeber is designed for
a 300# vertical load. Any 1 ft length of horizontal memeber
is designed for a 200# vertical load.
Contractor is allowed to use aluminum alloy 6005T5 and
6061T6
M
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R E V I E W D A01M FEB 0 7,4
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T H E, C1 TY ''� F F P HY H S
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SHEET INDEX:
Page - Description
1 LAYOUT, NOTES
2 to end DETAILS T [N
RE
'0 Z
73
--hinge points
chair rail 0 chair rail chair rail
1 N2' 1 "x2" L
Door Detail Option 1 1 "x —Door Detail Option 2
Centered between Columns Door Adjacent to Column
Door Notes:
1,Number of : min. 3 points
2.Hinga Locations:
2.1.Top ft Bottom - 8" to 18^ from end of door
2.3.Remoining to be evenly opoomd between Top and Bottom hinges
2.3.Hingea can be installed on either side of door, field locate
3.Foutenera:
3.1.#10xir monewo
3.2.Min. 3 each to attach hinges to structure and door
4.Door to awing ourword unless noted otherwise
5.Left or Right awing does not alter structural
integrity of cage or door /^
[2A"x2"
:��><'2"x2"x.0.125"
ANGLE EACH
SIDE OF COLUMN FASTENED
(EACH ANGLE/EACH SIDE)
SIDE OF COLUMN FASTENED
(EACH ANGLE/EACH SIDE)
FASTEN RADIUS SNAP TO RLH
(TOP AND BOTTOM)
-2"x2"x.0.125" ANGLE EACH
SIDE OF COLUMN FASTENED
(MIN.)
(EACH ANGLE/EACH SIDE)
"~-Q��" TApC0N OR EQUIVALENT=_
COLUMN CONNECTION DETAIL — elevation
PUR||N SUPPORTING
2x2 CAP FOR 1X2
(PAVER, SLAB, WALL, LANAI, ETC)
[`[l|UKdN u
�
TO FASTEN RADIUS SNAP
TO RLH (TOP AND BOTTOM)
2^x2~xIi125^ ANGLE EACH
SIDE OF COLUMN FASTENED
WITH (2) #5
(EACH ANGLE/EACH SIDE)
'-'J"x1-J" MIN. MASONRY ANCHOR
TO FASTEN 2^ WIDE 1x2xJ ANGLE
TO SLAB. MIN. (2) #10xi° ON
BACK OF COLUMN
�
� u
ANCHOR SPACING: ""'-J"xY TAPCON OR EQUIVALENT
° ONE ON EACH SIDE OF COLUMN MAX. 6. FROM COLUMN
• SPACED EVERY 24" O.C. BETWEEN COLUMNS
COLUMN CONNECTION DETAIL — elevation
BEAM SUPPORTING COLUMN
Length of Anchor:
(base chonno|) (embedment) (paver)
B.C. Thickness f 2" f Paver Thickness
(effective 2x5 um|unnn)
EDGE OF SLAB /
'11 1 W&CA211im-
U
p1 #1 TO FASTEN �
2x2x.0.125 SWS ANGLE TO COLUMN
o
�019
3/8^X_^ TAPCON OR Equivalent
THRU ANGLE AND BASE CHANNEL
INTO CONCRETE SLAB - ~J
cc U.
CL F3
�
0 � �J
=J -'
��
(1) �1O EK EA SIDE TO a� �
� . � � �� w
| FA�TEN RADIUS SNAP TO RLH �� r~ ��
��
(TOP AND BOTTOM)
J/d^X_^ TAPCDN OR Equivalent
THRU ANGLE INTO CONCRETE SLAB Q - |
not required for lanai screen -in U�� |
COLUMN CONNECTION DETAIL — plan view
1 "x24'x2" Aluminum clip
I attached to past
with (1) # 1 Ox" SMS
Purling; I Chalrrall;
(2) #10x " SMS ; {{ ' (2) #10x " SMS
(one each side) _ L'jl Q 0 (one each side)
1 "x2—"x2" Aluminum clip I
attached to beam j
with (1) # 1 Ox" SMS
CHAIRRAIL AND PURLIN CONNECTION
TO POST OR BEAM
M
4" MIN,
REINFORCING STEEL OPTIONS:
* 1x #5 BAR (shown) or
* 2x /3 BARS
SCREEN ROOM/SOLID ROOF STRUCTURE
GUTTER BRACKET AT BEAM POINT
ANCHOR TO BUILDING —
WOOD — #1Ox3" WOOD SCREWS 0 12" O.C.
-MASONRY — J"OX1.5" CONC SCREWS 0 24" O.C.
(4) 10XJ" TEK each side
199 �
2X— BEAM
fl � CUTTER
to
SIDE VIEW
t-0 T r
v 99 I
i' 1J
(4) 10XJ" TEK each Side w
cr D
2X— MUTTER FACE BEAMS IF MIN, 0 G
CLEAR HT, OF 7'-0" IS MET.
V)
0
CARRIER BEAM — GUTTER FACE BEAM — LOST CONNECTIONS
N
-UnT
ROR TO
(5) /1
SCR
(5) #1
T P
VIEW
SCR TO COLUMN (2)
"
11OX3/4 SMS ON
EACH SIDE OF COLUMN
2" � � 0.096"
iv
0.185"
1.875"
RON-L BCR BRACKET
CORNER BRACE
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mv
iz-
06
s- z
ottt4ZN - w
i¢o' zCz-y¢a dui= O S o
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D�JWZ �'yt�y
w Jq¢az4pqh ooy
�p
FRONT VIEW
NOTES:
1. Bracket is designed to comply with th Aluminum
Design Manual 2015 and ASM 35
2. See plan sheet 1 for allow requirements.
ax3" WELDED STEEL EYEBOLT
THRU PREPUNCHED SLOT THRU
TRIANGULAR ALUMINUM
MOUNTING BRACKET
(8) #104 SMS MIN.
(1) J" NUT W/J"STEEL WASHER r7"
ALUMINUM PERIMETER i
{1) J" NUT W/J"STEEL WASHER--' FRAME a 7ne
J' STAINLESS STEEL
BRAIDED WIRE (1850 LB)
12" — 18" LENGTHS
—DOUBLE ALUMINUM
CRIMPS (TYP.)
TRIANQU BRACKET
LAR
0