HomeMy WebLinkAbout20-1273 : v
City of Zephyrhilis PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BAR-001273-2020
2. Phone: (813)780-0020
e Fax: (813)780-0021 Issue Date: 01/12/2021
Permit Type: Add/Alter (Residential)
Property Number Street Address
24 26 21 0100 00000 0740 3088 Kresterbrooke Lane
Owner InformationIIIIIII P.75 r,m i 9 Informati 9 n-[rr,—ac t-6-0 Information
Name: RAFEL NIEVES WILMARIE Permit Type:Add/Alter(Residential) Contractor: CLIFFORD WOOD LLC
VELAZQUEZ Class of Work:Add/Alter Residential
Address: 3088 Kresterbrooke Ln Building Valuation:$8,000.00
ZEPHYRHILLS,FL 33540 Electrical Valuation:$0.00
Phone: Mechanical Valuation:$0.00
Plumbing Valuation:$0.00 �/Jn
Total Valuation:$8,000.00 (!��
Total Fees:$120.00
Amount Paid:$120.00
Date Paid:1/12/2021 11:43:27AM
P.r�oject Description
INSTALLATION SCREEN LANI 240 SQ FT W/SLAB
Application Fees
Building Permit Fee $80.00 Building Plan Review Fee $40.00
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.
CONTRACTOR SIGNATURE PE IT OFFICE
- WEERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION -
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
INSTR# 2021006515 BK 10256PG 1116
01/12/2021 11:16am Page 1 of 1
Rcpt:: 2247871 Rec: 10.00
DS: 0.00 IT: 0.00
Nikki Alvarez—Sowles, Esq.
Pasco County Clerk & Comptroller
NOTICE OF COMMENCEMENT
Permit No.
Property Identification No. J
THE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property,and in accordance with
Section 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT.
].Description of property(legal descri tlo :)
a)Street Address: �� lr- f h (, 1.Also iPlJ I ! ! t�3 l✓��
2.General description of-improvements: Ale' iAJ J�ee)o s14
3.OwnerInformation)Nea - �'A a + /i it
a)Name and address: /t/l� /t►
b)Name and address of fee simple tit a older(if other than owner)
c)Interest in property
4.Contractor Information r /� 3 5 1,` 3
a)Name and address ��
b)Telephone No.: 7 y— 21 fJ 7 Fax No.(Opt.)
S.Surety Information
a)Name and address:
b)Amount of Bond:
c)Telephone No.: Fax No.(Opt.)
6.Lender
a)Name and address:
Phone No.
7.Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served:
a)Name and address:
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(1)(b),Florida Statutes:
a)Name and address:
b)Telephone No.: t Fax No.(Opt.)
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 A RNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTIC7 CO E NT.
STATE OF FLORIDA
COUNTY OF PASCO
Si er rOvmer's tho O r 'rector erlManaga
PrintName
Th r mg r�tent]�as acknowledged befo this Z7Aty of 7 20�by
(,(/G2�iC�C as (type of authority,e.g.officer,trustee,attorney
in f r (name of party on behalf of w ;instrument was xecuted)
ersonally Known OR Produced Identification_ Notary Signature
Type of Identification Produced Name(print) �. �Il e
Verification pursuant to Section 92.525,Florida Statutes.Under penalties of perjury,I declare that I have read the foregoing and that
the facts stated in it are true to the best of my knowledge and belief.
.'ii?Y?Ygr,�,,I �ACQUELINE BOGES Signature ofNeturel Person Signing Above
Fcanasrtaoc, _Commission#GG 276451
s Expires December 12,2022
PIP:
•a�oc c,J, Bonded Thru Troy Fain Insurance 800-385.7019 .
City,'.ofsZephvrhillg'.,P-.6rm,itfA-polit-2tionk Fax-81 3,4,80.-0021%
BuIldIng;,Pe0artment4
Date Received Phone Contact for Permitting Fau j4,1/
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Ownses `0: 1Wo.....Pt6h6`Niiniu6
508#4 Ar"'o- -Zq t Owner',Ph OwneevAddress
Fee SimP 41106h#de Oa OWii�ePh6fii'N m b dr
Fee Simple lltlieholder Ad-tlras
7777
7.
JOB ADD RESS. LOT#
ION EL i SUBDIVISION Ib#1
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'WORK PROPPSgIll"', -r',`ADD/ALT` `SIGN' :DEMOLISH.,i,
'e•' wRALL-4- "REPAIR`
COMM,; --QT-H PROPOSEWUSE, F 7
TYPE OF STEEL'!
7;
DESCRIPTION'OF WORK
L;l k7
BUILDING Slit -F so I;
r_UUILDW(G VALUATION OF TOTAL CONSTRUCTION
'
ELECTRICAL,�� A. F$PRVICE, -PRQGRESS,,.ENERGY.
-W.R.E.C.
=PLUMBING $
$
VALUATION OF MEC ANI MECHANICAL C -WtTALLATION`,`
=GAS, i 771; ,SPE lAL-T-Y -OTHER. ��`��� ��
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA . =YES,= i - NO--:
I 1�4 11 11-2 4'11.
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SIGNATU G -ti Y -N FE C
REGISTERED: -
BUILDER`''
RE,", RE ISTE E URREN. _y,LYI.NJ
Address license
ELECTRICIAN) C
REO STERE
SIGNATUR
E-
P Y/iNP
Addeass:1
PLUMBER COMPANY
SIGNATURE
REGISTERED
cense
Address
J
MECHANICAL COMPANY
SIGNATURE eREGISTEREQ. Y/ N FEE CURREN
Address kleense.i F77777
7
OTHER COMPANY '
SIGNATURE REGISTERED Y/ N FEE CURREN LXLN J
Addi -Libense.0T
RESIDENTIALBuilding I 13ne,(1)�16 set of En 1, ergy Forms;11:0,-W-Permit for new-construction;
Minimum ten•;(10}.warlcing days after bTi!tal date. Required onsite,Construction Plans,Stormwater Plans wl Slit Fence installed,
'Sanitary'Fdcllibeq.--4,.l 46nipsti6r-,Site�,Ai�y.brkiPerifilt;fbres6bc(lyisl6risfiarge projects
COMMERCIAL Attiak6h.(2),comp I'ete,set.5,of r Buildlng;+PlarIi plus a Life Safety Page;(1)set of Energy Forms.R-O-W Oermit for new construction.
Minimurh'tbn'(10)working days'i3ftO-r,'sdbm*ittaI date. Required onsite,Construction Plans,Stormwater Plans w/Slit Fence Installed,
Sanitary Facilities&I dui"ster.Site Work Permit for all new projects.All commercial requirements must meet compliance
813=7130=0020''=` CI 'O'f�Ze h. rhills:'P�rmitA licatio'ri Faz-81;3 7SUO ;i;+.
tY P Y� pp •
BuildtngrDepartment'
I
NOTICE'OF'DEED`RESTRICTI'ONS-The;undersigr ed under"standethaf`this'penriitmay`be s'utiject to'"deed�'restiictions.wiiicFi m2y tie'more�estrictiv`et '
than Courityregulatlons.•The undersigned;assumes_responsibllityfor compliance:with any.applicable.deed restrictions.
UNLICENSED'CONTRACTORS�AND.CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor.or contractorsdo•undertake worl(;.they�`, `
may be required to be licensed in accordance with state.and local.regulations.If the contractor is not llcerised.as•reiquired,bylaw,bo$i the owner and
contractor may be,.cited:for a.misdemeanor viotatiort''under.state°law,+lf the owneror intended contra ctor.are uncertain as tawhat litensing requirements-.;
may,apply for.the'intended'work,they are;advised to contact the Pasco County-Building�Inspection,Division=L'icensihd-'g o6--M127=t14y=8000
Furthermore,if the:owner has hired a contractor;or:contractors,,he,is,advise l4o have the contractors)sign.:portions.of the!",contnactor,Block"of this
application for:whicfi'they.willbe responsitile.'Ifyou;asthe owner sign as the contrattor,.thatmaybe an indicatiornthat he is.not properly116c s�`ed an&R—,
not-erititleil''to:penriiWiid privileges in Pasco'County. -
TRANSPORTATION'IMPACTIUTILITIES.IMPACT AND.RESOURCE RECOVERY.,FEES:The�undersigned,under,stands._
that Transportatjori..IrnpactFees and'Recourse Recovery''F.ees;ino"y,"applyto tRe�constructictrrof newaiuildings;�changeof use inezisttng buildings,oP"'''
expansion of existing buildings,as specified in Pasco County Ordinance number,89-07 and 9M7,as amended •Thevndersigned alsi#understands,.that
such fees,'as•may.be`due;'will'be identified at the:time.of germltgng.,It_is„further understood•that Transportatloit.Impact Fees and'ResQurbe Recovery:
Fees.rusttie•paid`prior:to,receiving-a-"certificate:ofoccupanW.-j final..,pouverrelease.If the:project'does:notsinvolve:aceriliioafl otoccupanayorifinal
power release,the fees must be paid prior to permit Issuance.Furthermore,'yif Pas=County.Water/Sewer impact fees are due,they must be-patd_ptior
to permit,lssuance-in'accordance•,with,applicable;Pasco Countyordinances:'''°''
CONSTRUCTION.LIEN LAW(Cfiapter.713;FloFIdi''Stafut i4 is ameode'd):If valuation of work'is$2,306.00:or.more,I.certifyahatl;°the applicant,
have been pro'Vided.wiih,.a'copy of the"Florida Consfi ictionsLten-Lawf=Nomeowner's;Protection:Guide ,preparedcby the'Florida Department of,,
.Agriculture and Consumer Affairs:If-the applicant someone other thari'the"owner",(;certify that.!have obtained a copy ofthe above descf�tied'
document-and•promise.in'good-faith:to deliver:it:to.the,°owner:.prior to,commencement
CONTRACTOR'S!OWNER'S'.AFFIDAVIT:..I,cei.*,thi ttili.the informati-ort.in,this a&lication is accurate and thatall'.work wriilfbe.done In.compliance,,with ,
all applicable laws,regulating'Coristriibtionzoning' ndaand;development Application:is;hereby;male to,obtain;a,perrnit to;do work and.installatlonas ,, .
f
.1ndicated:a;certify.tIj6Vno work.orAvoiallation hascorrimenced prior to issuair>ce of a permd and thaE'all;work will be performed to'meetstandards of all
laws regulating construction,County and City codes;zoning regulations;and land'development:regut0-6 fis Iti the jurM160ort 1-a Ito'cettify.tfiat I
E
understandahat,the.regulations:of other,govemmentagencies may apply to the intended work;and that it�is my responsibilityto identify what.actions.l.,
must take to be incompliance.Su&agendes(ndude but are not Iimitedto: .• ' . _. �_._._
Department of EnvironmentaliProtection-Cypress Bayheads,;Wetland:Areas and-Environmentally Sensitive' .
-:.Lands;WaterN.Vastowate '-Treatrriel t. `
Southwest Florida Water 'Management District-Vllells, Cypress� Bay heads;--Wetland'"-Areas;`•Altering
Watercourses. "
-. ArmyCorps of Engineers-Seawalls, Docks; Navigable Waterways. _ ..
`Department`of Health'&`°Rehabilitative Services%Environmental Health' Unit-Wells, :Wastewaters 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 it Flood Zone'°V"unless ezpres sly permitted:If the fill• material is to be used in- Flood.2one "A", it is understodd�Ahat"a drainage plan addressing a
"compensating volume" willbe-subriiy d a,tim'e'of`perfnitting wliIC �i&prepared by :professional:engineer:.-
licensed by the State of Florida, „
If the fill material is.'to be used in Flood Zone °A° in connection with_&.permitted building using stem wall
=construction :l,--certifj.:I iattfill,*4i11 ba�used-only,<to,,,fill the area.:within.the stern,wall„. t:> ..,•.,, c;,, <;, ;,;.�,,,,;,,,,;,,,,,,,
- If fll material i§ fo tie',,sell'"in'any. area; I. certify that upw of"such fill'-will not.-adversely;�affect adjacent
-properties.:af:use_of-fill:is,fqund:,toadversely affect=adjacent,properties, the"owner-may be.cited'.for Moiating fit:
the conditions of'the'liuii`ding perinit,.tssued un'fer the'rattached.:permit application,:for lots less than one
rwaeelevated bfllFa engineerd•drainage'plan19required:aceci
If I am the'AGENT,FOR;THE,O-WNER,I_promise°(n,good•faith to.inform the;'ohwnprof_the permitting oonditions set forth in this.affiday t.pgor.to _';. ,, •,
comendng.c6hsb;i ction:I'i iiderstand thi t'a'separate:,permitmayberequired for electrical,.work;;plumbing,.'signsi-welis;:pools;.atr conditio
m ning,gas,•or
i
oth6i installations h0ispecifically included in the appiication.Xpennit ssued shalhbe construed to,b6 b Itcense'to proceed:With ahe:work and'not as
authority to"violate;'cancel,`alter;or set aside;any-provisions;:of-tfie,technlcfil codes' nor shall issuance'of a,pennitprevent the Buildln 61fidal from' '
thereafter>requiring.a',00rrection_of.errors,;in`plansitonstructidn•orvioI I Tivs of anycodes.Every_permit.Issuedshall;beoomeanvaltd unless,ahe wo"rk- u�=
authorized bysuch.permitis commenced?within slx.months of:pemiitdssuance,or,(.work autfiorized`byttie`permit. suspendeilior,abandoned.fora
ped6d,of six:(6);months,.after.the,time.the'wot'k;ie�cotnmenced.An extension may-be;reguested,in writing;from the Building Official for a;p�eriod not to,�;
exceed'hln*iy 0)'days aiid will.demonstrate justifiable cause for the.extension.if work ceases for'ninety'�90 consedrfive dayssi job§;considered
abandoned.
'FAILUREO TICE URNO "AN IWARNING-TO_OWUR OO I'll
WARNINGBTAINFPAYINGTWICE FOR IMPROVEMENTS:.,TO YOURPROPERTY:•IFYOU: NTEND TObETCG;CONSULT
FLORIDA JURAT'(F.S.117.03)
OWNER OR AGENT CONTRACTOR
by ( )
,.... .._.�._.,.'., ,, emethis 'iSubscribed'and`swo 'to• r rm � "•thin•. -"-
Subecribed.and sworn fo or affirmed befog , , Z b 1 -
Who is/are personally known to me:or has/have produced Who'is/aye' ona known.o me or'lias/have:prodU ::;'.•:_"
as Identification. as Identification.
Notary Public Notary,Public.,,
Commission No. Co lssion o ;
Name-of.Notay-typed,-printed or stamped— - - - 'Name'of-Notary.typ pQ ;_�l►irpettDl.e�� �212022.'o-3
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7'-3" 12" O.H.
(Typ)
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C/7-y of DATE_ 2
2x2(+)1x2 T.P.
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SCREEN x M
6'-8"C 6'-8"C
6'-8"C DOOR LOCATIONS TBD IN THE FIELD ,a w
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2x2 C.R. Q W
O 24"K.P.
1"2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS
IN THE FIELD BEFORE PURCHASING ANY
MATERIALS OR BEFORE COMMENCING W/ANY o W
20'-0" CONSTRUCTION&NOTIFY THE ENGINEER OF r, N
RECORD OF ANY&ALL DISCREPANCIES
WIND DESIGN STRUCTURAL DESIGN CRITERIA: NOTE:IF ANY CONSTRUCTION IS STARTED BEFORE THE PERMITS I HEREBY CERTIF)' T S• A14S N
ULTIMATE WIND SPEED(3 SECOND GUST)-13o MPH FOR THIS JOB ARE RECEIVED ENGINEERING GREAT IDEAS,INC. DESIGNED FOR A. LT ° __
WBR
SHALL NOT&WILL NOT BE HELD RESPONSIBLE FOR ANY FIELD I MPH IN ACC a I T IRAL
BUILDING EXPOSURE-C UIREME OF IF D O IL 2017
CHANGES THAT ARE REQUIRED BY THE INSPECTOR,COUNTY,
BUILDING IMPORTANCE FACTOR=I.o CITY,OR ANY OTHER STATE OFFICIAL THAT HAS JURISDICTION FLORIDA BUI. I C
MEAN HEIGHT 30'OR LESS TO DICTATE SUCH FIELD CHANGES TO ANY PROJECT.
HEIGHT&EXPOSURE ADJUSTMENT COEFFICIENT=1.0
12/22/2020 SEAT:
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SCREEN ROOM GENERAL NOTES
A.CONCRETE AND FOUNDATION DESIGN: 5.ALL LAG BOLTS SHALL HAVE A MIN.EMBEDMENT OF 8X 4.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY Q d U O ..
1.ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE BOLT DIA.INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR "
3000 PSI MINIMUM. 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL Q W t v
2.FIBERMES14(3/4"PER CUBIC YARD MIN.)MEETING PROVIDED W/PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
GREATER THAN 70%OF THE THREAD DIAMETER OF THE ENSURE BONDING AGENT IS USED FIRST. v O w
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED _ ti
BOLT OR SCREW,ALL LAG BOLTS AND SCREWS SHALL BE 6.SCREENING MATERIAL SHALL BE 18X14X0.0I3 OR EQUIVALENT y w
BY THE GEN.CONTRACTOR IN LIEU OF WELDED WIRE MESH. H w t±
PILOT HOLES BY TURNING AND UNDER NO DENSITY SCREEN MESH ONLY UNLESS NOTED OTHERWISE ON qqq C7 a
3.ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH INSERTED IN PILOT
4.ALL RE INFORCING SHALL CONFORM TO ASTM A615,BE GRADE CIRCUMSTANCES BY DRIVING W/A HAMMER THESE PLANS. W
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40. 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7.1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED Fq w
5.ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS BE 3000 ACCORDANCE WITH THE SPECIFIC MANUFACTURERS TO HOST W/1/4"DIAMETER X 1-3/4"EMBEDMENT&24"O.C. C7 w
PSI MIN.2"MIN.THICKNESS. REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE WOOD ,a E
6,SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 2000 PSF. BE APPLIED IN CONDITIONS ACCEPTABLE TO SCREW WHEN IN WOOD
XI/2"EMBEDMENT SMS OR TEK W w P M 3
7.THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE MANUFACTURER,FASTENERS SHALL BE A MIN.OF SAE SCREWS IN ALUMINUM MEMBERS TYPICAL.
FOLLOWING: GRADE#5 OR BETTER ZINC PLATED. z o U
OPC(PORTLAND CEMENT TYPE 1,ASTM C150). 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS JOB DESCRIPTION:SCREEN ENCLOSURE WALLS
AGGREGATES-#6 STONE,ASTM C33 SIZE NO.67 LESS THAN OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL 2 w zW
3/4". TYPE 300 18-8 UNLESS MANUFACTURER GALVANIZED BOLTS DESIGN DATA: W a OO
AIR ENTRAINING+/-1%-ASTM C260. SPECIFIES FOR USE W/ACQ PRESSURE TREATED WOOD,OR 1.ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST) 130 MPH w '
WATER REDUCING AGENT-ASTM C494 OTHERWISE NOTED ON PLANS. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
CLEAN POTABLE WATER. 9.ALL FASTENERS SHALL COMPLY W/ASTM A153. 2.RISK CATEGORY: I
OTHER ADMIXTURES SHALL NOT BE PERMITTED. 10.ALL CONNECTORS SHALL COMPLY W/ASTM A653 GLASS 3.WIND EXPOSURE: C
8.METAL WELDED WIRE SHALL CONFORM TO ASTM A185 G-185. 4.WIND LOADS:
9.PREPARE AND REPLACE CONCRETE ACCORDING TO 11.FOR SMS,THE MIN.CENTER-TO-CENTER SPACING SHALL
AMERICAN CONCRETE INSTITUE MANUAL STANDARD BE 3/4"AND MIN.CENTER-TO-EDGE SHALL BE 1/2"UNLESS SCREEN ROOF: NIA
PRACTICE,PART 1,2,&3 ALONG WITH HOT WEATHER NOTED OTHERWISE. 3"COMPOSITE ROOF: +11/-27.2 PSF
CONDITIONS RECOMMENDATIONS. SCREEN WALLS: +27.2/-29.5 PSF (-)
10.IF UTILIZING EXISTING CONCRETE SLAB FOR
FOUNDATION,CONCRETE SHALL BE A MIN.OF 4"IN B.REFERENCE STANDARDS: 5.FACTOR APPLIED TO SCREEN WIND LOADS FOR I8XI4X0.013
THICKNESS,VISIBLY FREE OF ANY EXCESSIVE STRUCTURAL ASTM E 1300 ASTM E 119 OR EQUIVALENT DENSITY SCREEN MESH:
Q
CRACKING,SPALLING OR OTHER DETERIORATION. 6.FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN:0.6ASCE A
AA ASM35,0 &SPEC.FOR ALUMINUM PART I-A&I-B 7.LIVE LOAD: O
B.MASONRY: 3001b.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
ASTM C94
20016.
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
ASTM C350
HOLLOW UNITS&AND SHALL BE 1900 PSI MIN.BASED ON ASTM C33 8.PROPOSED 4"CONCRETE SLAB W/8"X8"MONOLITHIC FOOTER W/(1)#5 REBAR,
TYPE M OR S MORTAR. ASTM C260
2.ALL MORTAR SHALL BE TYPE M OR S. 2,500 PSI CONCRETE W/6/6/10 W.W.M.OR FIBER MESH OVER TOP OF CLEAN
C494
3.ALL GROUT SHALL BE 2000 PSI MIN.&HAVE MAXIMUM ASTM COMPACTED SOIL SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE OIN
COARSE AGGREGATE SIZE OF 3/8". ASTM A615 PROPOSED STRUCTURE.ASTM A185
(1
9.SCREEN ROOF TYPE:N/A
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS FLORIDA BUILDING CODE 2017,6TH EDITION(CHAPTERS 16,
CONTAINING REINFORCEMENT WHEN GROUT POUR 20,&23)2010 ALUMINUM DESIGN MANUAL. 10.SOLID ROOF TYPE:3"x0.032xl-LB COMPOSITE ROOF U
EXCEEDS 5'-0"IN HEIGHT.
F.ABBREVIATIONS: ALUMINUM STRUCTURAL MEMBERS
C.ALUMINUM: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
1.ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT HOLLOW SECTIONS
MIN.REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MIN. TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 1 -TYPICAL 2X2:---------------------2"X2"X0.046"
.
2.WHERE KICK PLATES ARE USED A MIN.THICKNESS OF 2. 3X2:---------------------------------3"X2"X0.050"
0.024"SHALL APPLY. LOSIM
3.CO -SIMILAR N-UNLESS OTHERWISE NOTED 2X3:---- --------------------------------2"X3"X0.050"
3.STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 2X3:-4.CONE-CO -------------------•---------------2"X3"X0.070"
1-A SPECIFICATIONS FOR ALUMINUM STRUCTURES- VIP-VERIFY IN FIELD 2X4:---------------------------2"X4"X0.050"
ALLOWABLE STRESS DESIGN"OR"PART I-B- 2X5:-----------------------------2"X5"X0.050"
SPECIFICATIONS FOR ALUMINUM STRUCTURES-BUILDING G.RESPONSIBILITY:
LOAD AND RESISTANCE FACTOR DESIGN"OF THE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED a
ALUMINUM DESIGN MANUAL 2010 PREPARED BY THE CONTRACTOR IN ACCORDANCE W/APPLICABLE BUILDING OPEN BACK SECTIONS x m
ALUMINUM ASSOCIATION,INC.WASHINGTON D.C.THE 2017 CODES,LOCAL ORDINANCES ETC. M
FLORIDA BUILDING CODE 6TH EDITION(CHAPTER 16 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS&DETAILS, 1X2:-----------------------------------1"X2"X0.040 O
"
1X3:--------------------------------1"X3"X0.045" O
(4
STRUCTURAL DESIGN&CHAPTER 20 ALUMINUM). NOTIFYING ENGINEER OF RECORDS OF ANY DISCREPANCIES
4.WHERE ALUMINUM COMES INTO CONTACT WISTEEL,OR BETWEEN DRAWINGS,FABRICATED ITEMS OR ACTUAL FIELD
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONDITIONS. SNAP SECTIONS W¢
SEPARATION. 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
2X2 SNAP:-----------------------------------2
5.ALUMINUM MEMBERS SHALL BE STITCHED W/NO LESS 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY "X2"X0.045" W 2X4 SNAP:---------------------------------2"X3"X0.050" H
THAN#I0 10 SMS 6"FROM THE ENDS&12"ON CENTER,IF USING
THE CONTRACTOR 2X4 SNAP:--------------------------------2"X4"X0.045"
#12 SPACING MAY BE 24"ON CENTER 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED
6.VINYL/ACRYLIN/GLASS PANELS SHALL BE REMOVABLE BASED ON INFORMATION PROVIDED BY THE CONTRACTOR&
THEY SHALL BE IDENTIFIED W/A DECAL ESSENTIALLY MANUFACTURER. SELF MATING(SMB) xi
STATING"REMOVABLE PANEL SHALL BE REMOVED WHEN 5.ANY DETAILS NOT SHOWN ON THESE PLANS ARE TO BE
WIND SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO 2X4 SME:----------------------------------2"X4"X0.044"X0.100"
ENGINEERED BY A LICENSED P.E.IN ACCORDANCE W/ W
INSTALLED. 2X5 SMB:-----------------------------2"X5"X0.050"X0.1].8" O NIT IS VISIBLE WHEN PANEL IS
STANDARD ENGINEERING PRACTICES. 2X6 SMB:------------------------------2"X6"X0.050"X0.120"
(ACRYLIC/GLASS WINDBREAKERS INCLUDED) H.MISCELLANEOUS:
D.FASTENERS 6.ALUMINUM ADDITIONS ARE NOT TO BE ATTACHED ONTO A 2X8 SMB: -------- -----------2"X8"X0.072"X0.224"
2X9 SME:-----------------------------------2"X9"X0.072"X0.224"
I.ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL MANUFACTURED HOME,TRAILER HOME,OR PEE-FAD HOME.A 2X10 SMB:---------------------------------2"X10"X0.092"X0.374 -
TYPE 300 18-8,W/STANDARD FLAT WASHER UNLESS SEPARATE LOAD BEARING WALL SUPPORT SYSTEM MUST BE
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 C. TTF'V THA TH F .A - V B _
STANDARD FLAT WASHERS&NUTS. ENCLOSURES SHALL COMPLY W/RESIDENTIAL SWIMMING DESIGNE OR AN
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI, BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE WBR
RAWL,TAPCON,REDHEAD,DYNBOLT,OR APPROVED EQUAL. R4101.17 IN ITS ENTIRETY. 130 MP'- 1N ACCOR N TI- ST f �.
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL 3.EMERGENCY ESCAPE&RESCUE OPENING PER FBC 8310.1 REQUT .FMENTS O T 6 F ON F 17
BE HOT DIPPED GALVANIZED. SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL. FLO A BUILD] O
12/22/2020
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1-1/2'X2-1/8"X2" 4-#1OX2' S.M.S INTO.-JREC. CHANNEL CUP INTERNAL SCREW
W/2-#10X3/4" TEK BEAM BOSSES FOR PURUN w
SCREWS EACH SIDE OR o •" w x w 2"X2"XI/8"ANGLE POST / C7
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° 4—#10X3/4" TEKI 4—#10X2" S.M.S INTO coo O
SCREWS INTO POST INTERNAL SCREW .024 KICKPLATE w OR BEAM BOSSES CHAIR RAILS
CHAIR RAIL/PURLIN TO
TYP. CORNER POST/BEAM CONNECTION
CONNECTION DETAIL CA1LNT KICKPLATE IS ATTACHED TO STRUCTURE
W/#10X3/4"TEK SCREWS @12"O.C.&4"FROM ENDS
U
KICKPLATE TO WALL DETAIL
SCALE:NIS
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0
0
(1)1/40 TAPCON SHALL PASS 2x3 OR SMALLER UPRIGHT U
THRU 1x2 BOTTOM PLATE
AND EMBED A MIN.OF 3"
(BOTH SIDES OF UPRIGHT)
1/4"0 TAPCONS SHALL PASS 2x2x1/8"ANGLE INTO UPRIGHT.
INTO CONCRETE FOOTER. MIN.OF(2)#10x3/4"TEK INTO 2" MIN. FROM 2x3 OR SMALLER UPRIGHT
AND EMBED A MIN.OF 1-1/4"
(BOTH SIDES OF UPRIGHT) \\ 2x2x1/8"ANGLE INTO UPRIGHT. EDGE OF SLAB
MIN.OF(2)#10x3/4"TEK INTO
THRU 1x2 BOTTOM PLATE (BOTH SIDES OF UPRIGHT)
2"x2"xl/8"ANGLE 1x2 BOTTOM PLATE
INTO CONCRETE FOOTER. /,2"y2"xl/8"ANGLE
(SPACED @ 24"O.C.MAX&6" (1)114"0 TAPCON SHALL PASSZ o
MAX FROM EACH UPRIGHT 1x2 BOTTOM PLATE THRU 1x2 BOTTOM PLATE
AND EMBED A MIN.OF 3" O M
INTO CONCRETE FOOTER. O a
(BOTH SIDES OF UPRIGHT.
3" MIN. EMBED. r¢L� W�
CONC.FOOTER
CONC.FOOTER
______________ d
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2x3 OR SMALLER UPRIGHT ATTACHMENT N
2x3 OR SMALLER UPRIGHT ATTACHMENT DETAIL TO POOL DECK(SIDE VIEW)
DETAIL TO POOL DECK(FRONT VIEW) SCALE:N.T.S.
SCALE:N.T.S.
I I REBY CERTIFY THAT E NS
SIGNED FOR AN UL• A D F °" WBR
130 MPH IN ACCORD CE S I` �N
REQUIREMENTS OF. E O F 7
FLORIDA BUILD C
12/22 020 SHEET:
WILLIAMH. B 12
B
ELITE ALUMIN[LM CORPORATION 3"x0.032x1-LB $BPS PANELS PANELS OR EQUIVALENT ATTACHED W/ �z�jj
1/4"0 x 4-1/2'LONG CORROSION RESISTANT
METAL SCREWS 1-1/20 FENDER WASHERS.(6)
8' O.C. (MAX) w O
PER PANEL TO ALL BEAMS.FPA#7561.1 FASTEN 3"REC.
tf CHANNEL TO PANELS Q o w w o
W/(1)#10X3/4"EVERY 8" w t#
O.C.MIN.5 PER 4' H
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3"COMP.PANELS PANEL TOP AND W W w if
BOTTOM OF CHANNEL W C7
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2x HEADER FASCIA p7 w p o.'>✓
INS.ROOF
1x2 TOP PLATE 1x2 TOP PLATE W W 3
FASTEN CHANNEL TO FASCIA w o z
W/(1)#10X2"EVERY 12"O.C. z w Hz
IF INTO BLOCK WALL,ATTACH W/
a 3 (1)#12X2"TAPCON EVERY 12"O.C.
O NOTE:THIS DETAIL IS N/A FOR ANY
MOBILE HOME UNLESS A STRUCTURAL
CERTIFICATION DOCUMENT FROM THE
MOBILE HOME MANUFACTURER IS U
PROVIDED TO THE ENGINEER OF RECORD a
&THE BUILDING DEPARTMENT.
0
0
COMPOSITE PANEL TO TOP
PLATE ATTACHMENT DETAIL
SCALE:N.T.S
U
ELITE ALUMINUM CORPORATION
3"xO.32x1-LB EPS PANELS OR EQUIVALENT
ATTACHED W/1/4"0 x 4-1/2"LONG
(I)#10x2"LONG SMS SCREWED (1)#10x2"LONG SMS SCREWED CORROSION RESISTANT METAL SCREWS
POINT OF ATTACHMENT
THROUGH BOTTOM OF 1x2 TOP THROUGH BOTTOM OF 1x2 TOP 1-1/20 FENDER WASHERS.(5)PER PANEL OR NEXT SUPPORT BEAM
PLATE&INTO 2x HEADER SPACED PLATE&INTO 2x HEADER SPACED TO ALL BEAMS.FLORIDA PRODUCT
EVERY 18-24"O.C.(MAX) EVERY 18-24"O.C.(MAX) APPROVAL#7561.1
COMPOSITE PANEL SPANS\\\2x_HEADER
1x2 TOP PLATE 1x2 TOP PLATE WHEN EXCEEDING APPROVED SPAN
CONTRACTOR IS TO INSTALL A CONE. ,-
HEADER
18"-24 (MAX) 6' (MAX) 18-24" (MAX) MIN SPAN.HEADER IS TO BE Q
THE SAME SIZE AS OUTSIDE BEARING a 0 w
WALL HEADER
13-10"
2)#10x3/4"TEKS THROUGH 2x2x0.125 3"X.024"X]-LB COMPOSITE PANELS
( (2)#1 0x3/4"TEKS THROUGH 2x2x0.125 16'-3" < 1-' ""
ANGLE&INTO BOTTOM OF Ix2 TOP . ANGLE&INTO BOTTOM OF 1x2 TOP 3"X.032"XI-LB COMPOSITE PANELS Z
PLATE&(2)#10x3/4"TEKS THROUGH PLATE&(2)#10x3/4"TEKS THROUGH 15'-9'
2x2x0.125 ANGLE&INTO SIDE OF 2x_ 2x2x0.125 ANGLE&INTO SIDE OF 2x_ 4"X.024"Xl-LB COMPOSITE PANELS
SMB UPRIGHT(TOTAL OF(4)#10x3/4" x SMB UPRIGHT(TOTAL OF(4)#10x3/4" 19'-5"
TEKS PER 2x2x0.125 ANL(3E)(OPTIONAL) O TEKS PER 2x2x0-125 ANLGE)(OPTIONAL) 4"X.032"Xl-LB COMPOSITE PANELS 0O
� N
MIN.SLOPE FOR PANELS=1/4"PER FOOT
N I
I FREBY CE Y THAT ..'E PL IP EE
- / SIGNED F RAN UL IE Wl P F WBR
��130 MPH i?d ACCORD WIT C AL �"
REQUI ;MENTS O I -6TH IT
FLO A BUILD ODE
INTERNALLY SCREWED 1x2 TOP PLATE TO
SIDE OF SMB UPRIGHT ATTACHMENT DETAIL
SCALE:N.T.S 12!22/2020 SHEET:
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2,500psi (min)
CONCRETE MONOLITHIC PAVER DECK
FOOTER 2,500 PSI (MIN) [1
CONCRETE MONOLITHIC
(1)#5 CONT.REBAR FOR FOOTER FOOTER
UP TO 12"X12"IN SIZE.FOR 12"X16" (1)#5 CONT.REBAR FOR FOOTER
FOOTER(2)#5 CONT.REBAR SHALL UP TO 12"X12"IN SIZE.FOR 12"X16" A
BE REQUIRED. FOOTER(2)#5 CONT.REBAR SHALL FOOTER SIZE TABLE O
BE REQUIRED. Lt,
a , a: A B SPAN
U
WHEN PAVERS ARE USED TAPCON FASTENERS
< < 8" 8" UP TO 16'
• e.• ,a ,�
e SHALL PASS THRU PAVERS TO PROVIDE 1-1/2"
8" 12" 16'TO 28'
EMBEDMENT INTO EXIST.CONCRETE SLAB.
CLEAN COMPACTED SOILS I I
CLEAN COMPACTED SOILS 12" 12" 28'TO 40'
B 12" 16" 40'&GREATER
MONOLITHIC FOOTER DETAIL ISOLATED PAVER DECK Z o
SCALE: NOT TO SCALE FOOTER DETAIL (OPTIONAL)
SCALE: NOT TO SCALE 0 -
p
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In
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JT _
I HEREBY CER Y TI THE PL •S BE i
DESIGNED F AN TIMA- -W [3 S OF/ f T
WBR
130 MPHL'ACC ANC• . T _S UC•
REQUI T OF 6T1 DI O OFT 17
FLORI A BUT ING D
12/22/2020 SHEET:
WILLI H. ,P. n 4 12