HomeMy WebLinkAbout20-272 City Of ZephyrhillS PERMIT NUMBER
_ y 5335 Eighth Street
Zephyrhills, FL 33542 BAR-000272-2020
Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 06/30/2020
Permit Type: Add/Alter (Residential)
Property Number Street Address
05 26 21 0100 00700 0180 7068 Silverado Ranch Blvd
Owner Information Permit Information Contractor Information
Name: MARY WEBER Permit Type:Add/Alter(Residential) Contractor: PAUL D SCHAPER
Class of Work:Add/Alter Residential CONSTRUCTION, INC
Address: 7068 Silverado Ranch Blvd Building Valuation:$10,680.00
ZEPHYRHILLS,FL 33541 Electrical Valuation:$0.00
Phone: (813)469-1755 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:$10,680.00
Total Fees:$140.10
Amount Paid:$140.10 `I
Date Paid:6/30/2020 1:54:57PM
Project Description
CONSTRUCT SCRN RM 12 X 25 W/SLAB ROOF
Application Fees
Building Permit Fee $93.40 Building Plan Review Fee $46.70
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.
,q L
CONTRACTOR 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 tsis-ttsu-uuz-i
Building Department
Date Received J Phone*�oniact for Permitting Fe 2Z
........ 03=
Owner's Name oe_�)P—r- Owner Phone Number Owner's AddressF�Dka� 5k\Ve_('C,,,dC) Q.�Jr&N &V Owner Phone Number �!
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 56v8 <�;N k V-WA-\ &V A _Z�4 L101 R—LOT# C�
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTRE] ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR Q COMM OTHER
TYPE OF CONSTRUCTION, Q BLOCK Q FRAME STEEL _J
DESCRIPTION OF WORK am"i 67 tO_ 115CY)t ':&J a LYXA
BUILDING SIZE SQ FOOTAGE= HEIGHT
I I 114
L It-PUILDING C) (0(—ZSX_) VALUATION OF TOTAL CONSTRUCTION
R r\=ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY 0 W.R.E.C.
=PLUMBING 1$
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION I V L
=GAS 0 ROOFING Q SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
I i I I I I I I L 1. 1 11111 1 1111111111 i I I I I I I I I I I I I H 1 144 i,H i.I, I I I I I I I I I I I i.111+14+14,14 1,1-1.111 1 1 11
BUILDER COMPANY
SIGNATURE REGISTERED Y VN-- ---FEE CURREN Y[Wjj..........
Address t r License#
ELECTRICIAN COMPANY
SIGNATURk REGISTERED YJ N_I FEE CURREN LXLN J
Address U;cense!o F
PLUMBER COMPANY
iIGNATURE REGISTERED I Y/:W I FEE CYRREII
Address Lkens6tl
MECHANICAL COMPANY
SIGNATURE REGISTERED LY'-/-_N J -FEE CURREN Address -License J-77
OTHER COMPANY
SIGNATURE REGISTERED Y 1.N... FEE CURREh
Address License,#
H +
RESIDENTIAL Attach. Plans;(2).sets,of,Building Plans;(1):set of--Energy Forms;R-04W Permit--for new construction,
Minimum tedo 0)worki,rid'days,after Submittal date.,'Requilr6d trisite-'Construction'Plans,Stormwater Plans ml Silt Fence installed,
Sanitary Facilities&1 dumpster,.Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Llfe,Safety Page;:(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/-Silt Fence installed,
Sanitary Facilities&I 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&Contractorisign,back of application,.notarized
If over$2500,a Notice of Commencement Is required. (A/C 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 Sbwers Service Upgrades A/C Fences,(PlottSurvey/Footage)
Drivewayi-Not over Counter if on public roadways..needs ROW
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 contractors) 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--applyto•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 noY"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:mast,be.paid.priorto permit issuance in.accordance With applicable Pasco County.ordinances.
CONSTRUCTIOWUENNLAW(Chapter 713,--Florida Statutes, as amended): If valuation of work is$2,51)0:00 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"owneer";"lc6dify that I have obtained a copy of the above-described document and promise in good faith to
deliver it to the"ownee,',prior to commencement..
CONTRACTOR'_S_IOWNER'S;AFFIDAVIT: I certify that all.the:information in,this;appl cation:is accurate:and.>that.all work
will be done in compliance With all applicable laws regulating construction, zoning and1and development.' Application-is
hereby made to obtain'a permit to do work and installation' a's` indicated: 1 '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.Jr understand-that the regulations of other government agencies may ap. -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 Disfrict Wells, Cypress: Bayheads, Wetland Areas, AlfeYing
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.
l.understand.that the:<following restrictions apply to the use
Use of.fill`is not allowed in Flood,Zone'V,unlessadxlJtessly,permitted.,
If.the fill material 'is.to be used in Flood Zone "A';-it'is-`undersfood that a drainage plan addressing a
"compensating volume'will be submitted at time of permitting4,which 2is.prepared by a professional engineer,
licensed 2 by the State of Florida.
If..the-fill material is to.be used'in _Flood.Zone "A";~n"'eonnection with a permitted building using stem wall
construction,;.l certifythat fill will be•used only to fill"thi""6a�w thin the;stem:wall.
If fill. maternaVis to be used in any area,.] certify t;at`,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-whichare.-:elevated':byfill, an.engineered�drainagd pl`.an is vrequired.
If I am.the AGENT:F.dk:wk OWNER, I promise-in good"faitl ;to iriformAh:e7owner1of.-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 ahe,work and not as authority to violate, cancel; alter,;or
set aside:any..provi§ions of the.technical codes, nor shall''issua6ce:;ofv-a,permit prevent the Building Official from thereafter;.;t;
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 authorize&-by.
the.permit"is-suspended or abandoned for a period of sik.:.(6)months-after theAime`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 �.r�a
justifiable cause forthe extension. If work.ceasesfor 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`1 ICE'FORIIMPROVEMENTS°TO.YOUR-PROPERTY:~"1F`YOU'IN.TEND'TO` N FINANCING;CONSULT " ' "
WITH YGUR'.LEND.ER OR AN ATTORNEYBEFORE-REGORDING.'YO'U CE OF-COMME . MENT.
FLORIDA"JURAT'(F�ti' 3)
OWNER OR AGENT IN -A CONTRACTOR
Sub cribed and sworq 1cor affirmed) *fore me this Subscribed and swops to(or affirm ore me this
rq 1 IZO20 by L S IC l ?Q-M by ' 0,61 SckjD e,�
o Is/areerst3t__"__n9wn•to me or hasJhave produced Who is/a eq?ElgTi� ZNI,2wn to me or has/have produced
as identification. as Identification.
3
Notary Public "C Y1 •o� V�L, Notary.
Public
Commission No.
Commission No.
p"'.. KATHAIN M ROBINSON
Florida
Name of Nota "ted ofo�t�GG 321868 Name.of Nota' :' Intl$ I ate of Florida
My Comm.Expires Jun Z,2023
Bonded through National Notary Assn.
vn.°.• My Commission GG 321868
g - '•' Comm.Expires Jun 2,2023
Bonded through National Notary Assn.
INSTR#2020097291 OR BK 10121 PC 2149 Page 1 of 1
06/18/2020 01:11 PM Rcpt:2173213 Rec: 10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.;Pasco County Clerk&Comptroller
NOTICE OF COMMENCEMENT
State of FLORIDA County of Pasco
Property Identification No:05-26-21-0100-00700-0180
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in
accordance with Section 713 of the Florida State Statutes,the following information is provided in this Notice of
Commencement:
1.Legal Description: SILVERADO RANCH SUBDIVISION PHASES 7, 9B, 11A AND 11B PB 77 PG 079
BLOCK 7 LOT 18
Street Address7068 SILVERADO RANCH BLVD
ZEPHYRHILLS, FL 33541
2, General Description of Improvement: Screen Room Addition
3.Owner Information or Lessee information if the Lessee contracted for the improvement
a)Name and address: 7068 SILVERADO RANCH BOULEVARD, ZEPHYRHILLS, FL 33541
b)Name and address of fee simple titleholder(if other than owner):N/A
c)Interest in property:Owner
4.Contractor: Paul Schaper, 8949 Gall Blvd.,Zephyrhills,FL 33541—Ph:(813)782-0920,Fax: (813)715-4875
5. Surety: Bauer&Associates, 12210 Highway 301 N.,Dade City,FL 33525-$5,000 bond
6. Lender: Name/Address: NIA
7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may
be served as provided by Section 713.13(1)(a)(7),Florida Statures:
a) Name and address: N/A
b) Telephone No.: Fax No.
(opt)
8. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as
provided in Section 713.13(l)(b),Florida Statutes:
Paul Schaper, 8949 Gall Blvd,Zephyrhills,FL 33541—Ph:(813)782-0920—Fax: (813)715-4875
9. Expiration date of Notice of Commencement-(the expiration date is one year from the date of recording unless a
different date is specified):
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 I,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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF FLORIDA
COUNTY OF PASCO
o -
Signature f or owner's Authorized Officer/Director/Partner/Manager
LA L.4
Print ame
The foregoing instrument was acknowledged before me this day of S A ,20ZO.by
as C LNriey-� (type of authority,e.g.officer,trustee,
attorne in fact)for (name of patty on behalf of whom instrument
was executed).
Personally Known OR Produced Identification ✓ Notary Signature
Type of Identification Produced
itATHRIN M ROBINSON
_?¢; `h: Notary Public-State of Florida
Commission it GG 321868
My Comm.Expires Jun 2,'2023
Bonded through Natlonal Notary Assn.
State Of Florida,County Of Pow
This Is to certify that the foregoing is a
true and correct copy of the document
on file or of public record In this office.
w t my hand a official seal this
! J`OLf7Ye 7rust1 qo' 2
o day of
Nikki Alvarez-Sowles,Esq.,Clerk&Comptroller
Pasco County,FI rida `
By Deputy Clerk
BOUNDARY & AS-B}}UIL BURV,P-:Y
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BE"tJ_OCA:EC.
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5. BUILCING TIE 9 SHOVlN 4EREptJ ARE NOT TO �.9�. C„?�tiS.RayC:=A•Epso as'� �'=!�,-T°-,=-a�;;ti:�•
$;:tJS�G„' j,0 ZECyNST,R„l;v,
LINES,_ LB 10ENSEO 8 f51N 33 sir sYDE4rALK
L5 LICENSED SURV`YOR-
GBUE ORAWAGE h UTIUTY EASEMENT !CAL
S. ELEVATIONS ARE BASED ON PASCO PDE PRIVATE DRAINAGE EASEMENT UP UDLIT PAD
COUNTY BENCHMARK #P 678 ELEVATION POE PEBuc umNTY EA6 !ENT EB ELECZICAL BOX
99.8Z NAVD 1988 DATUM. NAVO NORT AMERICAN VERTICAL DATUM W. WATER SERVCE -
FLOOD NOTE:
1 HAVE EXAMINED THE FJ.R.M.MAP NO.12101CO280F, /Za _ I HEREBY CERTIFY.THAT THIS SURVEY.SUBJECT TO THE
DATED SEPTEMDER 26.2014,AND FOUND THE SUBJECT PROPERTY SURVEYOR'S NOTES CONTAINED'HEREON MEETS THE
APPEARS TO UE M ZONE'X•,AREAS DETERMINED TO SE OUTSIDE THE APPLICABLE-MINIMUM TECHNICAL STANDARDS-SET
0.ZX ANNUAL CHANCE FLOODPLAIN.THE SURVEYOR MAKES NO FORTH BY THE FLO410A BOARD OF PROFESSIONAL
GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE COYTACT THE SURVEYORS AND MAPPERS IN CHAPTER 5J-17,FLORIDA
LOCAL F.EM.A.AGENT'FOR VERIFICATION. AADMINIA STATE�E PURSUANT TO CHAPTER 472.027.
FLORIDBEARING BASIS: _ +rfa-•:c..+�e.at
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE CF d
SILVERADO RANCH BOULEVARD BEING H02'35'32'E.PER PLAT.
A 5\/E)E=R F C,A�I E:rr• '>s�,� �ya:::�>�� .- ,�,•,: ,
(F4tO DATE:) 09-10—T9 REVISED: �, - - T-m,:.re,=:.a-.:».•,::_
_ ,......,,,.
1._'_,::_„ ]°:e.].-::L,a,x�.S%•GS':r: FOR
1•
BGALE: 30 FE1tSC MAPPING INC. A ye A:==+:n,:..,.51= THE
cENTIFTOATTON OF AUT1101OEATION NUMBER L5P0393 — jAMES W. $OLEtd WFAN P 6485 AN;
180820 LOT IS' 3191 MAGUIRE BOULEVARD.SUITE 200
:08 N0. BLOCK T RNAL 02-13-20 J'8T DRLANDO.FT.ORIOA 32803 THIS BOUNDARY to AS-DUILT SURVEY IS NOT VAUD
557THOUT THE AUTHENTIC ELECTRONIC SIGNATURE AND
FORMBOARD q9-72-19 AAW (407)426-7979 THE AUTHENTIC ELECTRONIC SEAL-OF A FLORIDA
053 PLOT PLAN 03-12-19"KJW WNN.AMERICANSURVEYINGA,NDMAPPING.COM LICENSED SURVEYOR AND MAPPER.
HOST STRUCTURE
3" HEADER TO CMU WALL
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WITH i #5/8" REBAR INCLUDING
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PILLWaK� 3UU.DINGC® 11 N N N X
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DISCLAIMER: THIS DRAWING IS A REPRlESENTAALE
PERMIT AWIN C : NO TO C 1 ' X II" PAPER AWN Y: J
0 RISK CA GORY Y I ROOF `TY : PITCHED 3" COMPOSIT ROOF �F� EHE RNE DRAWING. ALL AND
SUBJECT TO
TION
DAT : 05!07/ 0 IN ON : I OM H _X p K: N W
W J ON 4J I IN . CHANGE DUE TO DECK MEASURE, ANOe�ll z /
1 N
SILV SILO RAN ANCH B VD. ON A AND WITHOUT O DEC . 1i� �/
ZEPHYRHILLS, FLORIDA 3341 FOOTER REQUIRED?: YES
H PHASE HOST: 3" HEADER TO CMU WALL \'
ILVERADO RANG TTACHMENT TO ! E
IS I HEREBY CER?7F i'.TH1Y SE PL S H FEN
LOCK 7, LOT
DESIGNED FOR h�lT T E WI SPE
NOTE:IF ANY CONSTRUCTION IS STARTED BEFORE THE PERMITS c WIT xF,F; cTLIjei
WIND DESIGN sTRucTURAL DESIGN CRITERIA: FOR THIS JOB ARE RECEIVED ENGINEERING GREAT IDEAS,INC. REQuiRHEME*Ix of rh ITIO THE }�
TE WIND SPEED(3 SECOND GUST)-130 MPH SHALL NOT&WILL NOT BE HELD RESPONSIBLE FOR ANY FIELD FLORIDA~BU�¢1 I INfc�J, E.
ULTIMA IN
BUILDING EXPOSURE-B CHANGES THAT ARE REQUIRED BY THE INSPECTOR,COUNTY, ///".
CITY,OR ANY OTHER STATE OFFICIAL THAT HAS JURISDICTION BUILDING IMPORTANCE FACTOR=1.0 5/27/2020LMEAN HEIGHT 30'OR LESS TO DICTATE SUCH FIELD CHANGES TO ANY PROJECT. RT #42712
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HEIGHT&EXPOSURE ADJUSTMENT COEFFICIENT=1.0
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SCREEN ROOM GENERAL NOTES
5.ALL LAG BOLTS SHALL HAVE A MIN.EMBEDMENT OF 8X 4.DOOR LOCATIONS MAY BE DETERMINED FIELD IN THE BY
A.CONCRETE AND FOUNDATION DESIGN: TRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. 4 w
1.ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE BOLT DIA.PO S
6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
3000 PSI MINIMUM. PROVIDED W/PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, Z U w 6 t w
2.FLBERMESH(3/4"PER CUBIC YARD MIN.)MEETING GREATER THAN 70%OF THE THREAD DIAMETER OF THE ENSURE BONDING AGENT IS USED FIRST.
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED BOLT OR SCREW,ALL LAG BOLTS AND SCREWS SHALL BE 6.SCREENING MATERIAL SHALL BE 18XI4X0.013 OR EQUIVALENT
BY THE GEN.CONTRACTOR IN LIEU OF WELDED WIRE MESH.
3.ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH.
INSERTED IN PILOT HOLES BY TURNING AND UNER NO DENSITY SCREEN MESH ONLY UNLESS NOTED OTHERWISE ON _
4.ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE CIRCUMSTANCES BY DRIVING W/A HAMMER. THESE PLANS.
7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7.1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED (7a W p o x
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40. ACCORDANCE WITH THE SPECIFIC MANUFACTURERS TO HOST W/1/4"DIAMETER X 1-3/4"EMBEDMENT&24"O.C.
5.ALL OVER POUR CONCRETE FILED SUPPORTED SLABS BE 3000 REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE WOOD
PSI MIN.2"MIN.THICKNESS.
6.SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 2000 PSF. BE APPLIED IN CONDITIONS ACCEPTABLE TO SCREW WHEN IN WOOD OX 1/2"EMBEDMENT SMS OR TEK
MANUFACTURER,FASTENERS SHALL BE A MIN.OF SAE SCREWS IN ALUMINUM MEMBERS TYPICAL.
7.THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING: GRADE#5 OR BETTER ZINC PLATED. [J Z z c V z
OPC(PORTLAND CEMENT TYPE 1,ASTM C150). 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS JOB DESCRIPTION:SCREEN ENCLOSURE/WALLS aW HW
AGGREGATES-#6 STONE,ASTM C33 SIZE NO 67 LESS THAN OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL a_
3/4" TYPE 300 18-8 UNLESS MANUFACTURER GALVANIZED BOLTS
AIR ENTRAINING+1-1%-ASTM C260. SPECIFIES FOR USE W/ACQ PRESSURE TREATED WOOD,OR DESIGN DATA:
WATER REDUCING AGENT-ASTM C494 OTHERWISE NOTED ON PLANS. 1.ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST) 130 MPH
CLEAN POTABLE WATER. 9.ALL FASTENERS SHALL COMPLY W/ASTM A153. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
OTHER ADMIXTURES SHALL NOT BE PERMITTED. 10.ALL CONNECTORS SHALL COMPLY W/ASTM A653 GLASS 2.RISK CATEGORY: I
8.METAL WELDED WIRE SHALL CONFORM TO ASTM A185 G-185. 3.WIND EXPOSURE: B
9.PREPARE AND REPLACE CONCRETE ACCORDING TO 11.FOR SMS,THE MIN.CENTER-TO-CENTER SPACING SHALL 4.WIND LOADS:
AMERICAN CONCRETE INSTITUE MANUAL STANDARD BE 3/4"AND MIN.CENTER-TO-EDGE SHALL BE 1/2"UNLESS
PRACTICE,PART I,2,&3 ALONG WITH HOT WEATHER NOTED OTHERWISE. SCREEN ROOF: N/A
CONDITIONS RECOMMENDATIONS. 3"COMPOSITE ROOF: +11/-27.2 PSF 7.
10,IF UTILIZING EXISTING CONCRETE SLAB FOR B.REFERENCE STANDARDS: SCREEN WALLS: +272/-295 PSF
FOUNDATION,CONCRETE SHALL BE A MIN.OF 4"IN
ASTM E 119 5.FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 o
THICKNESS,VISIBLY FREE OF ANY EXCESSIVE STRUCTURAL ASTM E 1300 U
CRACKING,SPALLING OR OTHER DETERIORATION. OR EQUIVALENT DENSITY SCREEN MESH:
ASCE 7-10 6.FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN:0.6
B.MASONRY: AA ASM35,&SPEC.FOR ALUMINUM PART I-A&I-B 7.LIVE LOAD:
ASTM C94 3001b.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
L CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C150 2001b.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
HOLLOW UNITS&AND SHALL BE 1900 PSI MIN.BASED ON ASTM C33 6 it
TYPE M OR S MORTAR. ASTM C260 8.EXISTING 4"CONCRETE SLAB W/8"X8"MONOLITHIC FOOTER W/(1)#5 REBAR, U U
2.ALL MORTAR SHALL BE TYPE M OR S. ASTM C494 3000 PSI CONCRETE W/6"X6"-10 WM OVER 6"MIL.POLYFILM W/EDGES LAPPED
3.ALL GROUT SHALL BE 2000 PSI MIN.&HAVE MAXIMUM ASTM A615
ASTM A185 6"&TAPED,OVER CLEAN COMPACTED SOIL SHALL BE ADEQUATE TO RESIST THE
COARSE AGGREGATE SIZE OF 3/8".
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS FLORIDA BUILDING CODE 2017,6TH EDITION(CHAPTERS 16, UPLOADS FOR THE PROPOSED STRUCTURE.
CONTAINING REINFORCEMENT WHEN GROUT POUR 9.SCREEN ROOF TYPE:N/A
20,&23)2010 ALUMINUM DESIGN MANUAL. 10.SOLID ROOF TYPE:3"x0.024x1-LB COMPOSITE ROOF
EXCEEDS 5'-0"IN HEIGHT.
C.ALUMINUM: F THB FOLLOWING LISTOF ABBREVIATIONS IS NOT INTENDED ALUMINUM STRUCTURAL MEMBERS
I.ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT
MIN.REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MIN. TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. HOLLOW SECTIONS
THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 1.TYP-TYPICAL
2.WHERE KICK PLATES ARE USED A MIN.THICKNESS OF 2.SIM-SIMILAR
0.024"SHALL APPLY. 3.UON.UNLESS OTHERWISE NOTED 3X2----"--""'--'--'-'-----3"X2"X0.050"
-CONTINOUS 2X3 --
3.STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 4.CONT -----""--------------2"X3"X0.050"
1-A SPECIFICATIONS FOR ALUMINUM STRUCTURES- VIP-VERIFY IN FIELD 2X3:----------- ------2"X3"X0.070"
ALLOWABLE STRESS DESIGN"OR"PART 1-B- 2X4:--- --------------------- --2"X4"X0.050" a Q
SPECIFICATIONS FOR ALUMINUM STRUCTURES-BUILDING G.RESPONSIBILITY: 2X5:--------------- - - - 2"X5"X0.050" pq Q
LOAD AND RESISTANCE FACTOR DESIGN"OF THE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
ALUMINUM DESIGN MANUAL 2010 PREPARED BY THE CONTRACTOR IN ACCORDANCE W/APPLICABLE BUILDING U x
ALUMINUM ASSOCIATION,INC.WASHINGTON D.C.THE 2017 CODES,LOCAL ORDINANCES ETC. OPEN BACK SECTIONS LZ Z
FLORIDA BUILDING CODE 6TH EDITION(CHAPTER 16 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS&DETAILS, I X2:-____-___-___________________I"X2"X0.040"
NOTIFYING ENGINEER OF RECORDS OF ANY DISCREPANCIES Q x
STRUCTURAL DESIGN&CHAPTER 20 ALUMINUM). 1X3:-------------------------------1"X3"X0.045"
4.WHERE ALUMINUM COMES INTO CONTACT W/STEEL,OR BETWEEN DRAWINGS,FABRICATED ITEMS OR ACTUAL FIELD W O a
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONDITIONS.
SEPARATION. 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE SNAP SECTIONS
SUNROOM,ROOM ADDITION ELEMENTS AS PROVIDED BY 2"X2"X0.045"
5.ALUMINUM MEMBERS SHALL S STITCHED W/NO LESS 2X2 SNAP:-------------------------
THECONTRACTOR.
THAN#10 SMS 6"FROM THE ENDS&12"ON CENTER,IF USING 2X3 SNAP:------------------- ---------2"X3"X0.050" (�
4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED
#12 SPACING MAY BE 24"ON CENTER. 2X4 SNAP:---------------------------2"X4"X0.045" � O
6.VINYL/ACRYLIN/GLASS PANELS SHALL BE REMOVABLE BASED ON INFORMATION PROVIDED BY THE CONTRACTOR& W > x
THEY SHALL BE IDENTIFIED W/A DECAL ESSENTIALLY MANUFACTURER.
STATING'REMOVABLE PANEL SHALL BE REMOVED WHEN 5.ANY DETAILS NOT SHOWN ON THESE PLANS ARE TO BE SELF MATING(SMB)
ENGINEERED BY A LICENSED P.E.IN ACCORDANCE W/ ________________2"X4"X0.044"X0.100" ' N
WIND SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO 2X4 SMB:-----------------
IT S VISIBLE WHEN PANEL IS INSTALLED. STANDARD ENGINEERING PRACTICES. 2X5 SMB:------------------------------2"X5"X0.050"X0.118"
H.MISCELLANEOUS:
(ACRYLIC/GLASS WINDBREAKERS INCLUDED) 2X6 SMB:-----------------------------------2"X6"X0.050"X0.120" O
D.FASTENERS 6.ALUMINUM ADDITIONS ARE NOT TO BE ATTACHED ONTO A 2X7 SMB.- 2"X7"X0.057"X0.120"
2X8 SMB.-------------------------------2"XS"X0.072"X0.224"
1.ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.A 2X9 SMB:------------------------------2"X9"X0.072"X0.224"
TYPE 300 18-8,W/STANDARD FLAT WASHER UNLESS SEPARATE LOAD BEARING WALL SUPPORT SYSTEM MUST BE 2X10 SMB:--------------------------2"X10"X0.092"X0.374
GALVANIZED BOLTS ARE SPECIFIED BY MANUFACTURER ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON
FOR USE W/ACQ PRESSURE TREATED WOOD. THE MANUFACTURED HOME,TRAILER,OR PRE-FAB HOME.
2.HEX BOLTS HAVE TO BE ASTM A-325,PLATED W/ 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE I HEREBY CERITFY AT E P ,/'
STANDARD FLAT WASHERS&NUTS. ENCLOSURES SHALL COMPLY W/RESIDENTIAL SWIMMING DESIGNED R Vii' L PFE r. WBR
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI, BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
130 MPH AC
J.
RAWL,TAPCON,REDHEAD,DYNBOLT,OR APPROVED EQUAL. R4101.17 IN ITS ENTIRETY.
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL 3.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 REQUI MCI OF 6 i IO F 817
BE HOT DIPPED GALVANIZED. SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL. FLORI A B D
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1x2 BOTTOM PLATE AND PURUN PURUN MIN.SLOPE FORPANELS PANELS=1/4
EMBED A MIN.OF 2"INTO ° PAVER DECK
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UP TO 12"X12"IN SIZE.FOR 12X16"
UP TO 12"X12"IN SIZE.FOR 12"X16"
FOOTER(2)#5 CONT.REBAR SHALL
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