HomeMy WebLinkAbout20-471 FWD
City Of Zephyrhills PERMIT NUMBER
`. 5335 Eighth Street
Zephyrhills, FL 33542 BAR-00 -2020
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date:
Permit Type: Add/Alter (Residential)
Property Number Street Address
05 26 210100 01200 0120 6889 Wagon Trail St
Owner Information Permit Information Contractor Information
Name: WILLIAM&JENNIFER BRASWELL Permit Type:Add/Alter(Residential) Contractor: POMBOS CONTRACTING
Class of Work:Add/Alter Residential SERVICES INC
Address: 6889 Wagon Trail St Building Valuation:$6,881.00
ZEPHYRHILLS,FL 33541 Electrical Valuation:$0.00
Phone: (813)480-1466 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:$6,881.00
Total Fees:$111.60
Amount Paid:$111.60
Date Paid:7/31/2020 1:46:28PM
Project Description
SCRN ENCLOSURE W/DECK&FOOTERS 276 SQ FT
Application Fees.
Building Plan Review Fee $37.20 Building Permit Fee $74.40
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.
"Warning to owner:Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
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.
vii
CON T SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax 813-780-0021
Building Department
' Date Received O Phone Contact for Permittingg
tttE[H[[ A ^^rr taut
Owner's Name Q �� W ' Owner Pho Number
Owner's Address 16X8qWn-qcnTrQiL6-� --1 Owner Phone r
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address {�
JOB ADDRESS1685m 1� � � LOT#
SUBDIVISION PARCEL ID# 5- 6- ''O r IV Z
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR e ADD/ALT = SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR COMM = OTHER
TYPE OF CONSTRUCTION BLOCK FRAME = STEEL =
DESCRIPTION OF WORK
BUILDING SIZE SQ FOOTAGE Z 1 16/ HEIGHT
-ssncss��-sxzrssssssrsssss rrx�csrscssrca<ssssssf-ssr�ccc-sssssssrsrsnrn
=BUILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY IWO—
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address 33 014 License It
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN I Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y I N
Address License#
ttaaattiIIIII atatttattitivitili[[ailtitttata[tttHtiattat[tttitaittall
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/SIR Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
*—PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required.(AIC Upgrades over$7500)
•� Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Nat over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
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t
NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive
than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they
may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and
contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009.
Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this
application for which they will be responsible.If you,as the owner sign as the contractor,that may be an Indication that he Is not properly licensed and is
not entitled to permitting privileges in Pasco County,
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or
expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that
such fees,as may be due,will be identified at the time of permitting.It Is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final
power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant,
have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of
Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as
indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I
understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I
must take to be in compliance.Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties.If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to Inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or
other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall Issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a
period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to
exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job Is considered
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO T FINANCING,CONSULT
WITH YOUR LEN DE13 ORAN ATTORNEYBEFORE CO DYOUR NO EN C
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sw r a efor rr this Subscribed and swo ) fore e t
by by
Who is/are personally known To me or has/have produced Who is/are personally known to me or has/have produced
as identification. as identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
INSTR#20201 1 OSSO OR BK 10134 PG 3909 Page 1 of 1
S/H 07/10/2020 10:26 AM Rcpt:2180631 Rec: 10.00 IDS:0.00 IT:0.00
Nikki Alvarez-Sowles, Esq.,Pasco County Clerk&Comptroller
Perma No. Parcel ID No 0S•26-21-0100.0120D-0120
NOTICE OF COMMENCEMENT
State of FLORIDA Cc%mtY of PASCO
THE UNDERSIGNED hereby ghee notice that Improvement well be made to certain ain real property,and In accordance with Chapter 713,Florida StaLdes,
the fogawing infomcation Is provided In Bes Ndlce of Commencement
1. Description of Property.parcel kWntfraOan No.05-28-21-0=01=012D
Street Address, 6869 WAGON TRAIL ST ZEPHYRHILLS,FL 3354
2. G,a1 DaIcriftr of SCREEN ENCLOSURE WITH 71NSULATED PANELS OVER NEW PROPOSED CONCRETE
FOOTER AND DECK
3. Owner Information or I.rasee information if ft Lessee waded for the improvement
JENNIFER BRASWELL
®vaaacnauer Name ZEPHYRHILLS FL
Address CRY State
interest in Property.
Name of Fee Simple THkhdder.
(If ddfeen from Owner listed above)
Address CRY Slate
4. Contractor-
Name
3m3rjNee TAMPA FL
Address CSty State
Contracmfa Telephone Nm: (813)323-7433
5. Stoety.
Name
Address City Side
Ammnd of Bond$ Telephone No-
8. Lender.
Name
Address City state
Lr1Mees Telephone No.:
7. Priam vddm the Slate of Florida dedgrnated by 0e Garter upon!Aran mtiees or cote doaortenb may be saved as povidW by
Section 713.13(1)(a)(7),Florida Stahfes:
Name
Address City state
Telephone Norther of Desk Person:
a. In addition to himself.the owner of
to receive a copy of the Lianafs Notice as provided in Section 713.13(1)(bL Florida Slatutm.
Telep}tae Nwnba of Person or FJdRy Designated by Owner:
9. E%pha&m data of Notice of Commencement(the data may not be before 0ea comphadon at construction end final payment to the
Detractor,but will be one yaartran Ore data of—din urdess a deferent dam 6 apedfiedk
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT `
WrIN YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ,
-- Under PAY of pajury.l decian that I have read the foregoing notice of commencement end that the faces ther
ein ein are bue to the bed
My
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oy fanwt�ge eM here!.
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STATE OF FLOWDA
COUNTY OF PASCO
Si erorLeaee OwmWs orftessesbNtteortzed
artrrerlMermgar
Sig Tme/Offica n r
The foregoing insbene t was acknowledged before Inday d 20WQby a , C4 r!g [ .
as G (type of wt olity.ag,officer trustee,attorney in fa for
s d o (none at party an h i ef Instnaned wea eeoacamed).
Personally Krwm _Pro&'d/IUda/ [Norm{?4J O� p.� No�ry SlgrsaLae
Type of Ided�tlan Produced%2 —7J✓ o'5—&r Name(Prim) r
,a MAGDIEL FERNANDO CEPER,O
I trr'r
State of Florida-Notary Public
'///'Iccv`•_ Commission#GG 237948�o!r .�' My Commission Expires
July 12, 2022
STATE OF FLORIDA,COUNTY OF PASCO '�•�_ �t
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENTt
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE c °�
WITNESS MY HAND AND OFFICI SEAL THIS
r.;
d DAY OF 2
NIKK!ALVAREZ-SO S, LERK COMPTROLLER
BY DEPUTY CLERK
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Product Approval Method Method 1 OptIon D I'a
Date Submitted 08/16/2017
r Date Validated 0 8/1 612 0 1 7
Date Pending FBC Approval Ds/21/2017
Date Approved 10/10/2D17
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Steel Skins
Limits of Use Installation Instructions
Approved for use in HVN Yes FLIS491 R4 II Dwg,pdf
Approved-for use outside kHZ:Yes Verified By:Frank L.BennardD,P.E.PE-0046b49•
Irnpaat Resistont:No .l Created by Independent Third Parry:Yes
Design Pressure:+99/--99 V Evaluation Reports
t Other.See installation instructions for maximum ultimate and FUS491 R4 AE Lval.Ddf
allowable pressures See installation for panel limitations a Created by Independent Third Party_Yes
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G1012-1t s,:76ot Blair stone Road_Tallahassee FL 32399 Phone,850 487-1824
The State or Florida is ad AA/EEO employer.Legy&ht 2D07 2u13 State aP florida.::Privacy Statement::Arcesibi➢ty statement:=$ePond StatZment
Under Florida law,email addresses are pubilc r'eConls.If you do nDClvant yDur rman address rcteascd in r=ponse too pubrrremrds raquesl do ridtaend etcrtrpnte
mail to this entity.Instead,contact the office by phone or by baditifional mail.Ifyou have_pny questions,please harrtact850.487.7395.YPursuant tn'Section
4ss 2A(i),Fiodda Stahms,effective October 1,2012,licensees licensed under Chapter455,FS:mvstprovidethgDepartmett wish an 1-10 i1 addres�i��pY bow
one.7Tre rntaTts provided may be used fnr official communication with ma 5mnsee.moweveranafraddressa s uMpublic trmid..Ifypu do noLwf h qo kpP,Rty r rral
addras,please provide the Department with an email address which can be made available tn.the publte To dt>xi ne ltyou are a lk=zsee under COhapbcr 455,F sv
please cBdc here- z
Product Apprmml Accepts:
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••STRUCTALL BUILDING SYSTEMS
.DESIGN NOTES: MAXIMUM Al LOWABLES No Eaa�a .
EPS FOAM CORE A00F PANELS - METAL. SKIN , POSITIVE AND NEGATMOEIGNPRESSURES DESIGN PRESSURES:=
rALaFaTED Eon use wRM TM3 SYSTE4 t
NAVE OEEN CALCULATED INAOWRDANCE coL:!. .a
. .. wLTx Asee 7.10 AND 7NE FLORIOA 8U1101HG AS NOTED IN CLEAR :p•�, �+
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30.3.1,GCPN-44-0,18,IV'MFVI POOP HEIGHT.
4*36*MAX OVERHANG Pt S
"� UM AT FROAtC',2MI OP s Eo RE LO F ri
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. •�"/ SC'MED(t_r'�i &CiAODTtiG(FS DL3GIE3EU ABOYky ANDTNe GC11TUtNfNGttiADSAS YUAarIHATEb Ut FBC24ffiA '� �
s ��r,".-' •r' ZEJ ALONG SIDES,w. FORVER11IG4 LOADS ON SOLID ROOFS,UP TO SS"_KM ROOF N0=,Vd6.130 MPH•18 TABTB MPH: D �
3 -.. �.•••''"f I) 1 OVERHANG*a OP U RE 1nADS _GCS
3.EONS EASED ASCE 740,ROOF OVER OPEN STRUCIURB CONPFNET,OS&CLADDING,
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LOAD A:OMBtNATLGN9 U11LI2CT3 W ITNLSMFLS7E4l PLAN SHEET HAVEBEIi3ibE31NEDPROtM THE
4• AUOWABLESTPESSA =,aN LOAD COMILNATTORS ILL16PATEO WASCEI 10
•+ LWUNDSPEEDSLLr''FEDHMEAPEVttt WINDSPEEOS.VesdWIMSPEEDSNAY1ECALCULATEDWOH
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mNNWFIONAr .GENERAL•'NOTES. K
E .•H05T 5'fRUCiURE DRY ? L •DUS SPEOMCA`RON HAS BEEN DESIGNED AND GNA Lae PA8=11 -INAOCGRDANCE WITH THE. �a�', . �0
4 Pam' TE PANEi. AEQUFRENEUM qp��SME FLORIDA OWING CO.SULTIi�SRDN((��pO��,,7}PYSA USE WIDUN AND GOODE ^H a'
- ENGINEERING OEM � I � THE WOO COMPOSTfE ROOF.PANELS SHALLCOHPtY W CNAPtTR> 720,t7TAPTEnb SECRON y�2
0G3,CLAS"uAONPERTDRFLNiSH,AND OWPPER26 N26090F7HEFBG;
t P. 2. CONTRActbR SNAU.YNVE'"fr tGG�ATO ABD CONFDRM'PO ALL%bM SUJUXMGCOte AMWMWTS
CDNNECTTON AND WHTCH MAYAPPLY. OESIGM CRREALA BEYOND AS STATED NERSINKY R[QUIRE ACUTIORAL :i
• HOST SFRUCPyRE sTTE-SAECtFIC SEALED ENG4lgAtryG. E; .O,
PER SEPARATE 3,` N033-V3%INCREASEIN AtSDWA9LF STAftaS1PAS OPEN USEDLNTNE CESMOFTNISSYStm •
4. COB3N PRESSURES AS NOTED HEREIN ARGOASEp ONA MAMMUN TESTED PRE MPE OOADEO OY A
rr
ENGINEEWNG z0 FAcnDA aP GAPrri/�. .. o
g S64Gli t�MOVI"CSHAILBHNP£WMNN6TOQFOR INT OFAUSUPMIUM.S RPM J qi
3., DESIGN
�S HARIRTS'Si[GS EPEO Q�SPALEG I taIITMiT G S3tAU. 1OOAb$t TCT UEVII�TE FROM .� i'1
r'"•�^�UPPORTINLi ST ucrum PER 5, SpgryS
�- t�ABIPSOLLa"S=HE6E•,7�106NALL NOT Be PERMIIP D.HEREIN.
FORILLTERN�wSPAN SPAN
. SEPARATE ENGTNEfFUNG CALCtLAT SAS MAY 80
7. THE S1'STEt4 OETAtLEb BEEIN�IG GENERIC AND DOES Nor PAOVEOCLMFORHMON FORA Pit
SITE.FOR SRE CONDItIONS D1FF61ENT.fROpl•TNB LDNDTitONS OEDUIER HEREIN A UC MW
g CLEAR SPAN ISOMETRIC EMC.7M£ENLC�AM%vwms tAED GHALL PREPARE SgFSPECaTCDOCUMEN'ISFORM.-Ju
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ROOF OVER OPEN MUCTURE �
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• 4" nets �O•i, STATE
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130 $ M• r + 180 �'x' 11 t�i ti'2" 1ttN" t2.3• igd.� 1a-1 9
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i70 DEFLECTION NOTES:
� , � , aao ffa. grit" a+a^ �.i• i 1C3`.
176t t 14t + 0 8° ata" 8'e71' B'A" 1(P•2" t63• ON 27Ft%AT10N VM'Me
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7TOt P gp 8'•11° Otg" 1D'-}i' DEFLECTION umrrs CONS100ow FOA USElN1NEHVNZ ARE:
i78 C a BtiO" �" Bt•i0'• alit' 9t}T Z.J. j j80 mq SPAxs:sIW-o" i
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w
DESIG CRITERIA:
ALUMINUM MEMBERS DIMENSIONS
ALUMINUM SPECIFICATIONS
APPLICABLE CODES,REGULATIONS&STANDARDS 1.ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS HOLLOW SECTIONS
'I.THE 2017 FLORIDA BUILDING CODE,SPECIFICALLY CHAPTER 16 =Q' O a O
STRUCTURAL DESIGN,CHAPTER 20 ALUMINUM&CH.23 WOOD. OTHERWISE NOTED. 2 x 2:2"x 2"x 0.050"
2.ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH 2 x 3:2"x 3"x 0.050" = 'w ix w c O
2.AA ASM 35&SPECIFICATIONS FOR ALUMINUM STRUCTURES, #12 SCREWS 6"FROM ENDS&24"CENTER TO CENTER. 2 x 4:2"x 4"x 0.050" Q o
_ 'U
PART 1 A OF THE ALUMINUM DESIGN MANUELWASHINGTON PREPARED BY 3.ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". 2 x 5:2"x 5"x 0.050" a
THE ALUMINUM ASSOCIATION,INC. D.C.2005 ED. 4.THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS z 7 c o
3.ASCE 7-10&SE17 SHALL BE AN INDUSTRY STANDARD OF 0.024(KICKPLATES) �/ Q O
4.NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. OPEN BACK SECTIONS
5.AC1318 CONCRETE REFRENCE MANUAL. INCHES. 1 x 2: 1"x 2"x 0.044" \ w
5.VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN 1 x 3: 1"x 3"x 0.045" i��i7 ix PRO���\\\\ m F
WIND SPEEDS EXCEED 75 MPH PER FBC. /�� ���II I I I I Ii�����\\ OO
WIND LOADS 6.SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS SNAP SECTIONS
1.BUILDING OCCUPANCY CATEGORY,PARAGRAPH 1604.5&TABLE APPROVED BY FLORIDA ENGINEERING LLC. 2 x 2 SNAP:2"x 2"x 0.045"
1604.5:RISK CATEGORY 1. 5. 1"X2"&1"X3"NON STRUCTURAL MEMBERS MAY BE USED 2 x 3 SNAP:2"x 3"x 0.050" O lNf) 00
2.BASIC WIND SPEED,TABLE 1609C,STATE OF FLORIDA DEBRIS INTERCHANGEABLY. 2 x 4 SNAP:2"x 4':x 0.045'
REGION&BASIC WIND SPEED,PARAGRAPH 1609.3.1 &TABLE 130 J
1609.3.1 EQUIVALENT BASIC WIND SPEED: C FASTENER SPECIFICATIONS SELF MATING(SMB) M H
MPH EXPOSURE CATEGORY,PARAGRAPH 1609.4.3: 2 x 4 SMB:2"x 4"x 0.046"x 0.100" - E w
3.WIND LOADS PER FBC TABLE 2002.4(MWFRS) 1.FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER 2 x 5 SMB:2"x 5"x 0.050"x 0.116" Z < H
VULT=130 MPH&EXPOSURE=C ZINC PLATED.(CONCRETE ANCHORS ARE TO BE TAPCONS 2 x 6 SMB:2"x 6"x 0.050"x 0.120" _
OR BETTER,INSTALLED TO MFG.SPECIFICATIONS) 2 x 7 SMB:2"x 7"x 0.055"x 0.120" O
FOR 20 X 20 X 0.013"MESH SCREEN 2.IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, 2 x 8 SMB:2"x 8"x 0.072"x 0.224" J - O U
HORIZONTAL PRESSURES ON WINDWARD SURFACES= 32 PSF FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. 2 x 9 SMB:2"x 9"x 0.072"x 0.224" W _ O O
HORIZONTAL PRESSURES ON LEEWARD SURFACES= 26 PSF 3.WHERE WOOD DECK IS PRESENT USE 1/4"X 3-1/2"GALV.LAG
VERTICAL PRESSURES ON SCREEN SURFACES= 9 PSF SCREWS IN LIEU OF MASONRY ANCHORS.UNLESS OTHERWISE 2 x 9(H)SMB:2"x 9"x 0.082"x 0.306"
VERTICAL PRESSURES ON SOLID SURFACES= 2 x 10 SMB:2"x 10"x 0.092"x 0.374"
27 PSF SPECIFIED. W < LU
_
4. 1"X2"NON STRUCTURAL MEMBERS ATTACHED TO HOST DETAIL A I-" WM N
FOR 18 X 14 X 0.013"MESH SCREEN,APPLIED FACTOR= .88 A.FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED I I1 I-' M
FOR ALLOWABLE STRESS DESIGN,APPLIED FACTOR= .6 1/4"X 2-3/4"TAPCONS OR EQUAL AT 24"O.C.AND 6"FROM ENDS �•J -c �-
B.FOR WOOD APPLICATION USE#14 X 2-3/4"WOOD SCREW AT G
24"O.C.AND 6"FROM ENDS. W 0
FOUNDATION DESIGN C.FOR ALUMINUM APPLICATION USE#10 X 1-1/2"SMS OR TEK Q4--
FOOTING SIZE EXISTING CONCRETE SLAB.NO ADDITIONAL FOOTING SCREW AT 24"O.C.AND 6"FROM ENDS Q OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED D.WHERE 1"X2"INSTALLED THROUGHOUT AN"OPEN VIEW"
_
CONSTRUCTION IF A MINIMUM 4"CONCRETE SLAB IS PROVIDED IN SPACING SHALL BE REDUCED TO 18"O.C.AND 6"FROM ENDS - U
SOUND CONDITION,FREE FROM STRUCTURAL CRACKING,SPALLING -
&OTHER DETERIORATION. MASONRY SPECIFICATIONS ~
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD O 0
SPECIFICATIONS HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED J d
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: ON TYPE M OR S MORTAR. LL S
1.WHERE CONCRETE SPECIFICATIONS ARE REQUIRED,WHETHER IN 2.ALL MORTAR SHALL BE TYPE M OR S.
THE SCREEN ENCLOSURE SCOPE OF NOT,BY ONE OR MORE 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
APPLICABLE: 4.PROVIDE CLEAN-OUTS FOR REINFORCED REGULATORY AGENCY,THE FOLLOWING SPECIFICATIONS ARE MAXIMUM COARSE AGGREGATE SIZEO CELLS CONTAINING
a.CONCRETE SHALL CONFORM TO ASTM C94 FOR THE REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN z
FOLLOWING COMPONENTS: HEIGHT. if
i. PORTLAND CEMENT TYPE 1 -ASTM C 150 0
ii AGGREGATES-LARGE AGGREGATE 3/4 MAX.-ASTM C 33 MISCELLANEOUS LL.I
iii.AIR ENTRAINING+/-1 %-ASTM C 260 0
iv.WATER REDUCING AGENT-ASTM C 494 1.SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
v.CLEAN PORTABLE WATER COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC 0
vi.OTHER ADMIXTURES NOT PERMITTED R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. d
b.METAL ACCESSORIES SHALL CONFORM TO: 2.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
I.REINFORCING BARS-ASTM A615,GRADE 60 MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.
ii.WELDED WIRE FABRIC-ASTM A185 IF THE EXISTING STRUCTURE IS ONE OF THESE,A SEPERATE 4TH c.CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ALL WORK SHALL COMPLY WITH 'RE��A'LING
OR MORE THAN 5".WATER ADDED AFTER BATCHING IS NOT ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. CODES FLORIDA BUILDING CODE,
PERMITTED. 3.DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN NATIONAL ELECTRIC CODE,
d.PREPARE&PLACE CONCRETE PER AMERICAN CONCRETE THE FIELD. AND THE CITY OF ZEPHYRHILLS
INSTITUTE MANUAL OF STANDARD PRACTICE,PART 1,2,&3 4.WHERE PAVERS ARE UNDER ALUMINUM MEMBERS,CONTRACTOR
INCLUDING HOT WHEATHER RECOMMENDATIONS. SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI ORDINANCES
e.MOIST CURE OR POLYETHYLENE CURING PERMITTED. GROUT WITH BONDING AGENT. U
f.PRIOR TO PLACING CONCRETE,TREAT THE ENTIRE SUBSURFACE 5.INTEGRITY OF EXISTING/HOST STRUCTURE SHALL NOT BE Z
ARE FOR TERMITES IN COMPLIANCE WITH THE FBC. COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED (q
g.CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR STRUCTURE.
BARRIER. 6.ALL 2X4&GREATER ARE TO BE 2 x 4 SMB:2"x4"x0.044"x0.100' < < J
2.WHEN PAVERS ARE UNDER ALUMINUM MEMBERS,CONTRACTOR UNLESS OTHERWISE INDICATED. REVIEW DATE JUL 2 2020
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI CITY OF ZEPHYRHI z f U)
IL
GROUT WITH BONDING AGENT z J
3.WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT RESPONSIBILITIES PLAN EXAMINER
DRILL&EPDXY#5X8"REBAR INTO EX.FOUNDATION WITH 1"MIN. 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED O J O
HOLE,EMBED 4"MIN W/NON-SHRINKING SIMPSON EPDXY-TIE CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING U) U J U
(OR EQUAL)48"O.C.TYP.ALL LOCATIONS CODES,LOCAL ORDANANCES,AND THE ENGINEER SHALL O K W <
4.WHEN APPLICABLE FOR NEW FOOTER TO EXISTING,DRILL& BE NOTIFIED OF ANY DISCREPANCIES. 0 m o _
EPDXY NEW STEEL INTO EX.FOUNDATION WITH 1"MIN.HOLE, 2.FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
z> < Q o IZ
EMBED 6"MIN W/NON-SHRINKING SIMPSON EPDXY-TIE THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION Q w R op W
(OR EQUAL)TYP.ALL LOCATIONS HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH d m co N
5.MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH z o
NOTED. THE ATTACHED DETAILS. a
3.FOR"PICTURE WINDOW"MODIFICATION TO EXISTING SCREEN
ENCLOSURES,ALL OTHER"EXISTING SCREEN ENCLOSURE" DESIGN DATE: 07/07/2020
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED REVISION 1: DATE
IN THESE DETAILS.CONTRACTOR IS TO VERIFY&ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. REVISION 2: DATE PAGE
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1.PROVIDE 1-1/2'COVERAGE TOP,SIDES,BOTTOM AND 1"BETWEEN ADJACENT REBAR LAPS. `J N 04
2.PROVIDE MIN.3"COVERAGE OF REBAR FOR ALL CONCRETE IN CONTACT WITH THE EARTH. O 00
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4.FOOTING REINFORCEMENT SHALL BE MIN.GRADE 40 J v- 0) CO
5.PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO CITY/CO.REQUIREMENTS M
6.PROVIDE 2500 PSF BEARING(TYPICAL)UNDER FOUNDATION
7.SEE GENERAL NOTES FOR TYING INTO EXISTING FOUNDATIONS
8.SEE GENERAL NOTES FOR ADDITIONAL CONCRETE INFORMATION&SPECS.
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COLUMN 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING i L
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2X3 0 0 REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER V _ H Co c_
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W/WO PAVER DETAILS SCALE:NTS BEAM PER PLAN
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REVISION 2: DATE PAGE:
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