HomeMy WebLinkAbout23-7179r;;@k
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BAR-00717 -
Issue Date: 12/06/2023
CONTRACTING LI-C
0 '
Zephyrhi Is
Address: 3132 Lytton r1all Dr
ZEPHYRHILLS, FL 33540
Building Valuation: $17,220.00
Electrical Valuation: $1,00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $17,223.00
Total Fees: $189.15
Amount Paid: $0.00
Date Paid: 8/28/2023 1:47:42PM
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
WIN: T
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
401 MIPW11"Iff"
PE IT OFFICE6
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W34804020 City of Zaphyrt'Als Pwmit Appliostion FOX-09 7 1
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PLUMBER COMPANY
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SIGNATURE
AdOWs License
SIGNATUREOTHER COMPANY
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Rowed In Flood; artless OXWO
it is to bo usod in Flood Zone W,
Att t " will be subMiltodt time Of Pe
tots of Flodde,
I is bo used in 'A' In
rttty that tot , bo VOW only to fol t
to to usod in any arse, t t
Atrod that a drainage plea addrossho
ah to propated by a ProWelonal engineer
with a permitted building using atom vmll
hO t tit WOH,
h Mi will not advomly affect adjawnt
moo, owner may t* c1tod forActlating
It appliostion, for lots less than We t1$
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U`-----4WHR1N M. ROBINSON
AY�Q' _ *. * MY COMMISSION a HH 393606
EXPIRES: June 2, 2027
INSTR#2023196780 OR BK1 0913 Pr, 3070 Page 1 of 1
11/07/2023 11:35 AM Rcpt: 2641562 Rec: 10.00 IDS, 0.00 IT: 0,00
Nikki-Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
porm" PO MW ID No - �Oto �-
NOTICE OF COMMENCEMENT
state of 17%0 1ZT VDA c-* qf—'--Ww�
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Nam
Addre" CAY
Taftphow N=bw of Designated
& In adOw to hbv*W, the owner d4WWWN al,_,.,..,
tomotm a wpy of the UwWa NWm as Imm" In Seftn713-13(ift Flafte SWU*w
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9. EWbWm daD of NO#W of CMM"WWOf" (Me W*Dd- 4100 " "04 130 WX9 ft 00MIRIGUM Of ="VUQ.#On OW MW POPWO to ft
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. . . . . . . . . . . . .
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W COMMISSION #HH $93608
EXPIRE$: June 2,2027
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PLAN.
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r 2"X2" HOLLOW
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TO Rwr S.M.Q.
2 X,2" WYLLOW
1'X2' OPEN RACK TO 2 2'
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MINIMUM "C FROM
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NOTE:
NO FOOTER REQUIRED EXCEPT WHEN ADDROSSING, I
R . 3000 PSI
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USEON
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COWINUOUS FOR GRAM SLGREATER THAN 2/12, NEW
TO HAVE EffHER VXV�-#10/10FISEPMESH.
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22* /1X2" SS 0 24" O.C.
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1'Xl*X2" ALUMINOM ANGLE CUPS
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2"X2" " AL4i €NUM ANGLE
F /(4)#IOX3/4-
TEKS TO COLUMN. FASTEN
TO SLAB W/l/4-0X 2"
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E,
CONNNMON DRTAIL
COLUMNS- "" TO DECK
1 " OPEN BACK BASE RAA
'X2"X "XX1/ AMU "X.045' AWWMUM
1"X:3° OPEN BACK TO 2"d2" COLUMN.
() 14X1-1/2" F S L
1'X3" OPEN WK aASE 1 t PLATE
OT�FASTEN TO SLAB PER DETAIL SCREEN GROOVE
-<2)1/4-XV EMBEDMENT TAPCON-
S 'X.12S ALUMINUM CAPPER
1 `°X.3" UPON BWK TO 2 X2'
2-X2 3"Xt/S" ANOU
(2)1/4-X2- EMOMMENT TAPCON
a"3" F K F L
y f�
4" 3000 PSI CONCRETF SLAB W/SX6
OR FIM FU OAR 6 MIL POLY FILM OVER
COMPACM TERM ITE TREATED SOIL
COLUMN SIZED PER SPECIRC
PLAN
TWO FAR SURFACE MOUKT
BRACKET SIZED TO
IN
"3 �= ' MIN, EDGE DISTANCE
NOTE; OFnIONAL USE TWO EAR SURFACE MOUNT
BRACKEr (SIZED .
ODLUW /(1) / - THS4j BOLT & ON EACH SIDE
(2)1 X3/ " TEKS. FASTEN BRACKET TO CONVtETE
/(2)1/ -X2- EMOMMENT TAPCONS EACH SIDE.
COLUMN BASE M
WM OR 'WOOD
2 'X,06i ALUMINUM
41011 EACH SIDE, OR
CUP I
I -el -t _'X-' DECKING
2"X - P,T. PFA I t t
2e 04. MAX
10 TAPCONS X 1 2' OORRMON RESIST 2'
MN, E' D a PERIMETER JOISTS.
T. L. HANSOM
1/8- CORNER GUSSET ALE
/ 9) #12X /4"
STRUMRAL WAS MEMSMS.
5/16" EYE BOLT DOUBLENUTS,
LOCK NUT & WASHOS, CORRtSION
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1-1 /4"XS- APPROX. X 0,12` THICK
STEEL CUP FASTENED /(2) 1/4-0 1-1/2" DAKDMM TAPCONS
OR WEDGE ANCHORS CORRISON
S t,
plan and found it to be In ownprmee
wfth ASCE 7-10 and Idea 1609 of tiro
FLORIDAUI 7th Editlon. (020)
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rar
3132 Ly.tton, Hlll r
Alum screen En�clllosure
i rr� i1 € :OF
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y ALUMINUMy.2 PER 3 N.
FASTEN TO SUPER GUnU f 10)(3/4'
/4" 04, EACH SINE TO 2 " CUP M40LE,
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AND SUPER G ,R / 10)(2.S" SMS
SCREWS 12' G.G<
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------------
2" WIDE X 1 f$- MIN. STRAP 0 EAG
ourrER 4
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DOOR N MANUFACTURM, TO PRWDE RATWO
CATION FOR THEM U INWATIM
LL ATIMAND THE PRE=RES
ED ON GGE DOOR O
NOTO DOOR Mq4UFACTURER TO PR TEE
INSTALLATION INMJCTIONS FOR THEIR PRWUCT
SUCH THAT WHEN INSTAU10 PER THEIR
INSTRUCTIOWS THE RATED PERFORMANCE 'AiLt,
BE ATTAINED,
fEa 0ONTRACTOR TO 04STALL DOORS ACCORDING
TO RER"S INSTRUCTION&
FORM GAT WALL FROM STANDARD S"X16" CIAU WffH
TOP A KNOCK OUT BLOCIC, FILL ALI.TEELLS W/2500 PS!
CONCRETE,
TOP KNOCKOUT BLOCK To
tiTAVE (1 S REBAR HORIZONTAL
LENCTM dALI,
FABRrATE PM OWING¥4Er FROM 1/2 OF 2"X10-
SMS. CUT TO LE' tt AS RE UIRED TO INSTALL
BG) INTO C TEKS LU INTO FIELD VERY O b} �
TO FIELD CONDITIONS,
RECEIVING CRANNEL TO HOST 2"X4" 141W
FACIA WITH(2 ROWS STAGGERED) 10X2" LAG
SC12' O,C, MAX, ALUMINUMRTN
T X1 2* CORN, INSTAUED UNDER OR O
ES PURPOSE TSE EDGE OR S" UNDERFIRST
S SHINGLES.
EDGE OF PANEL FINISHED
,
If
u � b ��/ t ���/ 'i %t �"✓ {e' "h Yid REBAR frSvEaTSVFiM � � 3' INSULATED ROOF
46* LENGTH OF . .. '
PANEL,
4' MAX. HEIGHT FASTEN EUTE PANEL TO
�:✓ " ALUMINUM POST
SUP
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wy$" NVd$UM "OST 3PACE
DETAILUISU
INSULATED ROOF PANEL 88
FACU
AMM syngq
RT
MM
FOOTER TO BE ON UNDISTUROM OR
PROPERLY P ED SOIL /(4) S
REOM CONTINUOUS 0 10' t?.G. MAIWAIN
E ALL SIDES,
APPROVED PRODUCT LIST
MM
--"
POUR SCUD W/3000 PSI
CO R
NEER'S ROTES
ALL CONSTRWWN SHALL BE PRWDED IN ACCORDANCE WrrH
FLORIDA SUiLDWO CODE, OSKk AWe AWS D1.1 GO S AND ALL
APPUCABLE LOCAL REOLORE ENTS=
WLDING MADE CONNECTIONS SMALL BE PROVIDED AS SHOWN,
ALL MATERMS IDEWIFIED BY MANUFACTURER NAME MAY BE
SUBST11UTED WrtH MATERIALSEQUAL OR EXCEEDING ORIGINAL
AS AP ET} BY THE ENGINEER.
ALL STRUCTURAL ALUMINUM FORM TO THE,NNNUM
RE REM -TS FOR ALLOY WITH A MINIMUM THICKENSS
OF G, " FOR SUP T4MEMBERS,
____.-_----
BASIC WIND VEUP TO 155T4 � u tj 120MPH Vood. 3 SEC GUST
RISK CATEGORY T
jEXPOSURE CATEGORY S
INTERNAL PRESSURE COEFFICIENT 0,0 OPEN STRUCTURE
DESIGN LOADS FOR SCREEN DOES NOT EXCEED S P F
°. L. HANSOM
ASSOCIATES, INC.
CONSUL17NO VNGINErft
Doom MOM N& CAW
C r- L' WJMK Fe
HAWLd • w-7'
I her ttf7 that 1 h this
plans t �d It to bo In compliance
with ASCE '7- 1 G and sociion IWO of the
FLORIDA SLOLDWO CODE, 7th Ed , (2020)
�vx 1/11
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STATE OF ac
ONAI-
Parcher
3132 Lytton Ptah Dr
Alum Screen Enclosure
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