HomeMy WebLinkAbout20-1137 ID
City Of Zephyrhills PERMIT NUMBER
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5335 Eighth Street
Zephyrhills, FL 33542 BAR-001137-2020
Phone: (813)780-0020
Issue Date: 12/08/2020
Fax: (813)780-0021
Permit Type: Add/Alter (Residential)
"# w 'P.�operty,Numtier a �, �, .,
Aw �Streef Address' � ` ;
24 26 210090 00000 1040 3200 Moulden Hollow Drive
Ovine Information k '� 'Permitlnformation � Contractor Information µ
Name: RICHARD EDWARD SR LINDA Permit Type:Add/Alter(Residential) Contractor: CLIFFORD WOOD LLC
MARCUM Class of Work:Add/Alter Residential
Address: 3200 Moulden Hollow Dr Building Valuation:$8,200.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00
Phone: (561)722-1403 Mechanical Valuation:$0.00 V yk —ej
Plumbing Valuation:$0.00
Total Valuation:$8,200.00
Total Fees:$121.50
Amount Paid:$121.50
Date Paid:12/8/2020 1:14:50PM
CONSTRUCT SCRN ENCLOSURE 240 SQ FT
i4 p cafionyF ee SF R` v . - �y o .,z.
Building Permit Fee $81.00 Building Plan Review Fee $40.50
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.
IVCONTF TORSI AUR110 PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
INSTR#2020207974 OR BK 1 0232 PG 1 300 Page 1 of 1
12/08/2020 12:32 PM Rcpt:2235387 Rec: 10.00 IDS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
�T�TICE.OF CO�CEMENT
Permit No.
Property Ide�stifieatioallopc Lif"3z G�� 00�fL V �G� /V T
THE UMERSIONBD hereby give irknus you fiat the hnprovemem will be made to.oertain reel p vpedy,and in accordance with
Soctian 713.13 of Ora MmidaStatatak the Mowing idn=i1on is provided in this NCVMI 61?COBEftNGEMEMr.
i.Desraiptinn of property(4V
a)SftdAddnm:
2.Oeaesnt description of
3.t)wner bifatrMtion a)Name and address: 1 1`
b)Nei®end address of fee e' e titleholder(if ar than owner)
c)l me*in property
A.Canuaatjarinfintosatian
a)Nance and address: t f
b)Telephona No..! F-No.(Opt)
S.Smety Imonnadofn
a)Narpo andefte :
b)Amamt:ofBoad
c)Telephone No.: Fax�lo.(Opt)
bd.eadtr
e)Name and address
• PhoaeNo, '
7.ldenft ofparsan wM1nthe Stabs ofFiori3rt designated by dwuer%_)n'*hoM n�as Or atlfar doeaasema may be sertrod:
a)Name and address:
b)Telephone No.: Fox No.(Opt.)
8.1n addition to himsalC owner daBlgnates Cite followft pftdinto mod"a copy of the 1,kn is Notice as provided in Section
713.13(l)(b),Fiotids Statatns:
a)Nam and ad MM
b)Telephone No.: t. F*No.(Opt)
4.Er�ration data ofNatice of Cent{tits mgiiceCTon Sate is are yesr fl+oar the darn ofirecosding unless a ditietent dateis
WARMG TO OWNBRt AIQY PAYMEN`;iSi MADRBY THE OVUM AFM THE MOMATION OF TM NOTICE OF
COMMENC$NfSNr ARE CONSYIIER)?D I1MpROPER PAX141�1TS UIVDffit C»APTltkt 713,PART t 15E(,PION 713.13,
FLORB)ASiATFITEs;ANDCA11TRESIJ.TINY013RPAYINGTWYCI;FOR']MPICOVEML+N' TO.YOUR PROPERTY.
A NOTICE OP COMMENCEME Pi`MTrSt E 1tECORi}liD AND POSISb Ohl'i'M JOB srm BBFOit TM
1NSPECITON.JE YOII 1l!ITEND TO OBTAIN FINANCING,,CON$pI,T Y0 I.ENDBR OR AN ATTORNEY B
C014IMENCING WORK OR RECORDING YOIIR NOTICE ,,
97A1E OB tiL.OBtpA � � •
COUNTY M PASC O
j
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F1rut
the fatigoiag bratnrment was aehtow�dged fmwsae tills�&y off 20,2)
as (typo of authority,o.g.o _.bustm*WTOY
in )for (tame ofperty on beta f of whom bourn t was Omted).
Personally Known_ OR Produced IdeWficla-)a Notary Sign •'''!./�
type ofldedfifccetionhvfted�L-/}L Na> 7nr3ntl i���n l�cst..;�s:
YaMcedonpurauant to Section 92.325,Florida Simutm Under penalties f ,I Ism l have the forego that
the chats stated inh wetics to the bast trfmyknowledga eadbaltaE '" ,A
dAMCOLYERDAWSM
Mato Of Florida,County Of Paaco
This Is to certify that the foregoing is a
s' • A true and correct copy of the document
'l
on file or of public record in this office.
•• W ess my hand nd official seal this
•,,:y.- /sw, day of
• '" J Nikki Alvarez-Sowles,Esq.,Clerk&Comptroller
Pasco County,F rida
By Deputy Clerk
r .
`�x�4TE OF��®�
813-780-0020 City of Zephyrhills Permit Application FaX�sl3aso-oo21'
Building Department
Date Received "
r v ,.Phone Conta t.for P, _. fitting. —.r... j- ;:); ::•
�. -
Owner's Name Phone Numbere<
'owner;4
OwneF's'"Address t7 !' f -">:" OwniWlphone•Number :"x'= _s
Fee Simple Titleholder Name "Owner Phon®'Numbsr
Fee Simple Titleholder Address
�"
JOB ADDRESS D� - / YI. � .,'.LOT#�
SUBDIVISION: . :. ;-PARCEL ID#_i
y ,(OBTAINED'FROM':P,ROPERIY-TAX.NOTICE)..
WORK=PROPOSED NEW:CONSTR;. ," :'.:,ADD/ALT 0 :,SIGN r.0 ;0' .:DEMOLISH ,
. - .'INSTALL.•. .:. REPAIR
PROPOSED USE SFR'. COMM , OT.HEK`: _. .
0"
TYPE OF CONSTRUCTIONBLOCK " FRAME STEEL'r
DESCRIPTION OPWORK•' l�
BUILDING.SIZE �v :SQ FOOTAGE.
BUILDING $. VALUATION.OP7OTALCONSTRUCTION
2,0 .
=ELECTRICAL-". $: 'AMP`SERVICE 0- PROGRESS ENERGY-. `.;Q-. ; W.RX.C. ,
pCUMBING'' $
=MECHANICAL $,,: VALUATION OFNECHANICAL.INSTALLATION, Z��G
=GAS = ROOFING 0'• SPECIALTY.- =< _ .-",OTHER.:
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES ,NO'
BUILDER. COMPANY" C% 7 • ,!� (/ Cam.
SIGNATURE "•REGISTERED ' Y•1'-N:• ':*" TFEE'CURREK,; `- ''Y1[N;"= i
Address- C License# �: L~
ELECTRICIAN': COMPANY
SIGNATURE REGISTERED' Y/-'N ' FEE`CURREN�'.+ Y•/'N ,,a
AAddress" " .-License:#
PLUMBER „ COMPANY
SIGNATURE REGISTERED : :,.::,.:: „Y:'/.."N- F.EE:CURRER;. :':Y'/,N`,'`-
"Address,: License.# .
MECHANICAL COMPANY.
"SIGNATURE, . ,-_- _ s" REGISTERED. _ . Y/_;N, FEECURRE� :YTN
Address
. r "'.License#:•: •
OTHER COMPANY .
SIGNATURE' REGISTERED Y`/`N``.'-' '' . FEE CURREK` '_' : Y
Address License:#.: ;t
RESIDENTIAL A$acFi'(2j',PIoYPlans;(2)'sets:OfBuildtng.plans,(1:)setof�Energy+Forms;'RHO=W:�ermit;fornew'construction; :,;;-.
Minimum ten(10)working.days after.submittatdate. Required onsite,'Construction Plans,Stormwater.Plans-w/"Salt Fence=installed";
Sanitary Facilities&1 dumpster,Site Work Permit for,subdivtsionsHarge projects.
COMMERCIAL Attach(2)completesets;of:Building PlansIplus;a'Life`Safety'Page;.(1)"set of•,EnergyAForms.'R=0-W:Permit-for new,constructfon
Minimum.ten(1djworking days aftersubmtttal.date.,Required'onsite,,'Constiuction`Plan's;Stomiwaterplans'w/Silf"Fence installed,-
Sanitary",Facilities;&i;dumpste[;Site,lNork:Perriitt for all;new projects.All commercial_requlrements;must meet compliance .
SIGN PERMIT Attach(2)sets;of Engineered Plans:
•'•*PROP'ERTY"SURVEYrequir`ed for•all'NEW"construction.
Directions:
Fill:outapplication completely.
Owner&Contractor sign.back of application,notarized
If over$25u0,-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 not arized'lefter from owner authorizing same
OVER THE COUNTER PERMITTING (copy-of contrac6r'equtred)-
Reroofs if shingles Sewers Service Upgrades A/C Fences(PloUSurvey/Footage)
Driveways-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 more"restrictive than Countyregulations. The undersigned assumes"responsibilityforcompliance with any
applicable deed restrictions: -
UNLICENSED`CON7RA`CTORS"AND`+CONTRAC'TOR'RESPONSIBIE:ITIES ' if"tile owner fins hired'a°contractor or
contractors to undertake work,-they-maybe:required%to be licensed in-accordance-With state and local regul6tions..:-1f••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,;,forthe;
intended"work, theyare-advised to contact the Pasco County-Building_rispectiow.Divisiort6"Licensing.Section at 727-847-
8009. Furthermore, if the owner,,has:,hired,•�a>contractorior contractors, he is advised to have the::.contractor(s),,sign...
portions,of the"contractor.,Block".of,ahis: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 IMPACTfUTILITIES.IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation`Impact Fees-,and-Recourse-Recovery Fees:may.applyto-the-construction:of new-buildings, dhange*
use in existing..buildings, or expansion of existing buildings, as.specified�in Pasco'CbUhty"Ordinance'number 89-07.and
90-.07,.as amended.,-The.undersigned.,also..understands,`that:such-fees,.as.may.be:due,..will.be identified et-the4ime of-
permitting. It is further`understood'fliat�Transportation.Impact Fees and Resource-Recovery Fees must be paid prior to
receiving a•'"certificate of.occupancy";or final power release. If-the:=project.ckies`not;involve a-certificate.of:occupancy:or-_.:
final power release; the:fees-must be paid prior to permit issuance.- 'Furthermore;if"Basco County Water/Sewer Impact
fees:are,due they ymu'st be:paid:prior to permiLissuance in accordance,with,applicableRasco County.ordinances:.: ,.
CONSTRUCTION 1:1EN-LAW.(Chapter7:93;,f1orida Statutes;as:;amerlded):i-if valuation of work is$2,5,00.00<or.more,J. .
certify:=that:l, -the:-.applicant,..have._been",_provided-with::a'copy ofAhb."Flodda..Construction::Lien-Law Homeowner"s
Protection Guide" prepared by the Florida Department of Agriculture:and"Consumer Affairs. if the appticant..is someone..
otherthan'.the"owner"; I certifythat`l,have,obtained a-co pyof,the above'described document::and promise'n;good"faith to
deliver it to the"ownee"prior to commencement.
CO,NTitACTOR'S-IOWNER'S AFFIDAVIT- 'tcertify,.that all'the-information in"1fiis'appliication-is-accurate.and%that all-work
will lie done'in" compliance With,all,applicable laws iegulating'construction; oning'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 :K
commenced prior to issuance of a permit and that all-work will,be performed-to meet-standards of all laws regulating
construction, County and-Citytcodes; zoningf•_regulations, and.-lan&,-development regulations in;the jurisdiction:,.-I also j
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 l must-take.to.be In.compliance. Such agencies Include but are not,limlted;.to:
Department of Environmental Protection-Cypress Bayheads; Wetiand Areas'and:Environmentally Sensitive
Lands,Water/Wastewater..Treatment.
Southwest Florida Watei t"Management Dlstrict*ells; ' Cypress Bayheads, Wetland 'Areas, Altering
Watercourses.
Army Corps-of Engineers-Seawalls;Docks,Navigable=Waterways..
Department. of Health & •Rehabilitative So rvices/Envir.,onmental--Health UnitiiWells, Wastewater,Treatment,
Septic Tanks.
US Environmentai.Proteetion.Agency-Asbestos..abatement.
-Federal-Aviation-Authority-Runways:
I understand-that'ft foiloWng restrictions eipplyto the use:of_fill:
Use�of:fiil is not ailowed<in l=loodZone"V'°:untess:expressly permitted.
-If the--fill-material-is to.be used in Flood Zone.°A", it-is-•under§tood',•,that`a:-drainage:plan-addressing a
"compensating,vpiui W>witl-jbe subrhiddd at time.,of permitting whibh-isµprepared by a professionaFengieeer
-licensed°bythe'State of Florida:
If the fill material Is_to be-usei .iri Flood;Zone•nA"_in=connection with a permitted building. using stem;wall -
construction,' I"cec ify,that-,fiil:wilf'be ussd:only to fill-the':areaiwithin the stem.Wail.
'if fill-material-is-to Abe used in-any..area, 1--certify that use-of~such:fill will:-not adversely--affect adjacent
properties., lUuse..offiilAswfound to•adversely.affeet::adjacent.properties,the::owner maybe-cited1orviolating.
the conditions of the'building,,peemif isstiied .ulidec the attached permit application;for lots less•than one (1)
acre,which ar_e-elevated=byflt,;:an,orngiheered:drainage;=plah"is required.
If I am•the AGENT_ FOR.THE�:OWNER, I promise::in;.good."faith to'inform ahe ownerof the permitting conditions set,forth yin
this affidavit prior to_commencitig construction. i understand that a separate permit.may be`regfuired for electrical work,
plumbing,-_signs;;wells,--pools;-air conditioning, gas,;or.othelr---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-shail is'suar ce-of:a permit prevent the•Building:Official from.thereafter-
requiring..a.correction,of-errors.in plans, constructionorviolations';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 workauthorized by
the,permit;is=suspended�or,abandoned-fora-period.of.six(6)months-after.:#he',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
justifiablecause,for::the extension: : ork1ceases•fornlnety'•.( ),consecutive days;the.job is considered abandoned._. . ,
WARNING:O.,OWNER: YOUR:FAILURE TO`RECORD:A NOTICE-OF,COMMENCEME-NT:MAY RESUI:T,�IN YOUR
PAYING'fiNICE FORaMPR01/EMENTS TO;Y .UI :RROPERTY:w IF YO,U lN1'AND.T0'<OBT-AIN FINANCINGy CONSUL'1
- WITH°YOUit:L"'isNDER OR AN ATTORNEY:BEFORE REC.ORDIN.G Y0UR �pO..iC , OF-CO MEXCENIENT - ----
FLORIDA°J.URAT(F.S: 11T.03)
OWNER,OR AGENT _ CpNTRACTOR
Subscribed.and sworn to{or affirmed):beforo me.this subscribed;nd.swo i To a 3iA for me thi "
Who Is/are personally krioiivii to me'or`haWhave"pro duced"' Who islare personally nown tb'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
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ENGINEER OF M E CONSTRUCTION&NOTIFY THE ATERIALS OR BEFORE COMMENCING W/ANY C) W
20'-0" N
RECORD OF ANY&ALL DISCREPANCIES N
WIND DESIGN STRUC DESIG TERIA: NOTE:IF ANY CONSTRUCTION IS STARTED BEFORE THE PERMITS I HE CERTIFY THAT THESE ANS HA 2
ULTIMATE WIND SPEED(3 SECOND GUST)-130 MPH FOR THIS JOB ARE RECEIVED ENGINEERING GREAT IDEAS,INC. DESI ED FOR AN ULTIMATE A SPEE j11/BR
BUILDING EXPOSURE-C SHALL NOT&WILL NOT BE HELD RESPONSIBLE FOR ANY FIELD 130- H IN ACCORDANCE WIYIITHE S 1C L
CHANGES THAT ARE REQUIRED BY THE INSPECTOR,COUNTY, RE#JIREMENTS OF THE 6TE ITION •7l7
BUILDING IMPORTANCE FACTOR=1.0 CITY,OR ANY OTHER STATE OFFICIAL THAT HAS JURISDICTION FL RIDA BUILDING CODE.
MEAN HEIGHT 30'OR LESS TO DICTATE SUCH FIELD CHANGES TO ANY PROJECT.
HEIGHT&EXPOSURE ADJUSTMENT COEFFICIENT=1.0
11 7 02 SLEET:
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 0
1.ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE BOLT DIA INTO STRUCTURAL FRAMING(G=,42 MIN,). CONTRACTOR W "n
36.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL Q w H o c
.FIBERMESH(3/4"PER CUBIC YARD MIN J MEETING 2 00 PSI MINIMUM. PROVIDED W/PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, a k
2.
MESH BOLT OR SCREW, OF THE THREAD DIAMETER OF THE ENSURE BONDING AGENT IS USED GREATER THAN 70% FIRST. Q' v,/ O
APPROPRIATE Ad AND ASTMLIEU
OF WELDED WIRE
REQUIREMENTS MAY BE USED � u
BY THE GEN.CONTRACTOR IN L LIEU OF RE . ALL LAG BOLTS AND SCREWS SHALL BE 6.SCREENING MATERIAL SHALL BE 18X14X0.013 OR EQUIVALENT �--i �,B w Cx7 w
3.ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. INSERTED IN PILOT HOLES BY TURNING AND UNDER NO DENSITY SCREEN MESH ONLY UNLESS NOTED OTHERWISE ON a
4.ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE CIRCUMSTANCES BY DRIVING W/A HAMMER. THESE PLANS. ¢O, a
60(60 KS!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 w w O o x
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. Z C7 N
PSI MIN.2"MIN.THICKNESS. REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE WOOD a _
6.SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 2000 PSF. BE APPLIED IN CONDITIONS ACCEPTABLE TO SCREW WHEN IN WOOD 0XI/2"EMBEDMENT SMS OR TEK
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. .,
OPC(PORTLAND CEMENT TYPE 1,ASTM C15)). 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 Z w z
3/4". TYPE 300 18-8 UNLESS MANUFACTURER GALVANIZED BOLTS DESIGN DATA: W P. a o
AIR ENTRAINING+/-1%-ASTM C260. SPECIFIES FOR USE W/ACQ PRESSURE TREATED WOOD,OR 1.ULTIMATE DESIGN WIND SPEED Vuh,(3 SECOND GUST) 130 MPH
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. l0.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: N/A
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 U
10.IF UTILIZING EXISTING CONCRETE SLAB FOR B.REFERENCE STANDARDS:
FOUNDATION,CONCRETE SHALL BE A MIN.OF 4"IN ASTM E]19 5.FACTOR APPLIED TO SCREEN WIND LOADS FOR I8XI4X0.013
THICKNESS,VISIBLY FREE OF ANY EXCESSIVE STRUCTURAL OR EQUIVALENT DENSITY SCREEN MESH:
CRACKING,SPALLING OR OTHER DETERIORATION. ASTM E 1300 6.FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN:0.6
ASCE 7-10 7.LIVE LOAD: O
B.MASONRY: AA ASM35,&SPEC.FOR ALUMINUM PART I-A&I-B 3001b.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. 0
1,CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C94 20016.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
ASTM C 350
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
3.ALL GROUT SHALL BE 2000 PSI MIN.&HAVE MAXIMUM ASTM COMPACTED SOIL SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE 0
A615 ASTM A6I5 PROPOSED STRUCTURE.
COARSE AGGREGATE SIZE OF 3/8". ASTM A185 9.SCREEN ROOF TYPE:NIA
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS FLORIDA BUILDING CODE 2017,6TH EDITION(CHAPTERS 16, 10.SOLID ROOF TYPE:3"x0.032x1-LB COMPOSITE ROOF
CONTAINING REINFORCEMENT WHEN GROUT POUR 20,&23)2010 ALUMINUM DESIGN MANUAL. U
EXCEEDS 5'-0"IN HEIGHT.
C.ALUMINUM: F.ABBREVIATIONS: ALUMINUM STRUCTURAL MEMBERS
1.ALL STRUCTURAL SHALL CONFORM TO THE THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
MIN.REQUIREMENTS TRUCTU ALUMINUMO 6005- S FOR ALLOY WITH A MIN. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT HOLLOW SECTIONS
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 1.TYP-TYPICAL 2X2:---------------------'--------2"X2"X0.046"
2.WHERE KICK PLATES ARE USED A MIN.THICKNESS OF 2.SIM-SIMILAR 3X2:------ ----------------------------3"X2
"X0.050"
0.024"SHALL APPLY. 2X3:--------- ---- ----------------2"X3"X0.050"
3.STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 4.CON-UNLESS OTHERWISE NOTED 2x3:------------------------------------2"X3"X0.070"
I-A SPECIFICATIONS FOR ALUMINUM STRUCTURES- VIF-VERIFY IN FIELD 2X4:-------------------------------2"X4"X0.050"
ALLOWABLE STRESS DESIGN"OR"PART I-B- 2X5:____--__-------___-_---____-_--2"X5"X0.050" G4
SPECIFICATIONS FOR ALUMINUM STRUCTURES-BUILDING G.RESPONSIBILITY: Q O
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 OPEN BACK SECTIONS
ALUMINUM ASSOCIATION,INC.WASHINGTON D.C.THE 2017 CODES,LOCAL ORDINANCES ETC.
1X3:------------------------------ M
FLORIDA BUILDING CODE 6TH EDITION(CHAPTER 16 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS&DETAILS, -l"X2"X0.040"
1X3:--------------------------------1'X3"X0.045"
STRUCTURAL DESIGN&CHAPTER 20 ALUMINUM). NOTIFYING ENGINEER OF RECORDS OF ANY DISCREPANCIES
4.WHERE ALUMINUM COMES INTO CONTACT W/STEEL,OR BETWEEN DRAWINGS,FABRICATED ITEMS OR ACTUAL FIELD
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONDITIONS. SNAP SECTIONS 1
SEPARATION. 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE Za
5.ALUMINUM MEMBERS SHALL BE STITCHED W/NO LESS 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY 2X3 SNAP:---------------------------2"X2"X0.045"THAN#l0 SMS 6"FROM TIE ENDS&12"ON CENTER,IF USING THE CONTRACTOR. 2X3 SNAP:-------------------------------2"X3"X0.050" O
2X4 SNAP:---------------------------2"X4"X0.045"
#12 SPACING MAYBE 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) O
STATING"REMOVABLE PANEL SHALL BE REMOVED WHEN 5.ANY DETAILS NOT SHOWN ON THESE PLANS ARE TO BE z p•.i
2X4 SME:-------- ---- -
----- -----------2"X4"X0.044"X0.100"
WIND SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO ENGINEERED BY A LICENSED P.E.IN ACCORDANCE W/ ----
2X5 SME:---------------------------------2'X5"X0.050"X0.118"
2"XS"X0.050"X0.118"
IT IS VISIBLE WHEN PANEL IS INSTALLED. STANDARD ENGINEERING PRACTICES. 2X6 SMB:-- -------------------------2"X6"X0.050"X0.120" O N
(ACRYLIC/GLASS WINDBREAKERS INCLUDED) 2X7 SMB:------------------------------2"X7"X0.057"X0.120" M
H.MISCELLANEOUS:
D.FASTENERS 6.ALUMINUM ADDITIONS ARE NOT TO BE ATTACHED ONTO A 2X8 SMB:-----------------------------2"X8"X0.072"X0.224"
ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL 2X9 SMB:--------------------------------2"X9"X0.072"X0.224"
1.
MANUFACTURED HOME,TRAILER HOME,OR PRE-FAN HOME.A 2XI0 SMB:-------------------------------2"XI0"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 HERE CERTIFY THAT THESE ANS EB
STANDARD FLAT WASHERS&NUTS. ENCLOSURES SHALL COMPLY W/RESIDENTIAL SWIMMING _
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI, BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE DESIG FOR AN ULTIMATE I D S O `"- VTBR
RAWL,TAPCON,REDHEAD,DYNBOLT,OR APPROVED EQUAL. R4101.17 IN ITS ENTIRETY. 130. 'H IN ACCORDANCE W) fl 1RUC, ,*AL .�+.
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL 3.EMERGENCY ESCAPE&RESCUE OPENING PER FBC 8310.1 RE[ 'LREMENTS OF THE 6 E ITI -OFT 2017
BE HOT DIPPED GALVANIZED. SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL. FL RIDA BUILDING CODE
SHEET:
11/27/2020
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CONNECTION D ETA IL SCAN KICKPLATE IS ATTACHED TO STRUCTURE
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KICKPLATE TO WALL DETAIL a
SCALE:NTS
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(1)1/40 TAPCON SHALL PASS 2x3 OR SMALLER UPRIGHT
THRU 1x2 BOTTOM PLATE V
AND EMBED A MIN.OF 3"
INTO CONCRETE FOOTER. MIN.OF(2)#10x3/4"TEK INTO 2" MIN. FROM 2x3 OR SMALLER UPRIGHT
(BOTH SIDES OF UPRIGHT) 2x2x 1/8"ANGLE INTO UPRIGHT. EDGE OF SLAB
(BOTH SIDES OF UPRIGHT) MIN.OF(2)#10x3/4"TEK INTO
1/4"0 TAPCONS SHALL PASS 2x2xl/8"ANGLE INTO UPRIGHT.
THRU 1x2 BOTTOM PLATE (BOTH SIDES OF UPRIGHT)
AND EMBED A MIN.OF 1-1/4" 2"x2"xl/8"ANGLE Ix2 BOTTOM PLATE
INTO CONCRETE FOOTER. ANGLE(1)1/4O TAPCON SHALL PASS /,2"x2"xl/8" A o
(SPACED @ 24"O.C.MAX&) 1x2 BOTTOM PLATE THRU 1x2 BOTTOM PLATE `t
MAX FROM EACH UPRIGHT)
AND EMBED A MIN.OF 3" 0 M
INTO CONCRETE FOOTER.
(BOTH SIDES OF UPRIGHT)
3" MIN. EMBED. Z
CONC.FOOTER 0
CONC.FOOTER. Q
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2x3 OR SMALLER UPRIGHT ATTACHMENT o N
2x3 OR SMALLER UPRIGHT ATTACHMENT DETAIL TO POOL DECK(SIDE VIEW) M
DETAIL TO POOL DECK(FRONT VIEW) SCALE:N.T.S.
SCALE:N.T.S.
I HERE CERTIFY THAT THE' PLAN AVE
DESII) -D FOR AN ULTIMA , EED O _ ` BR
130. PH IN ACCORDANCE H T STRUaox:
RE IIREMENTS OF THE ED ON OF' 2017
FL RIDA BUILDING CO
117/ 0 SHEET'
WILL ROBERTS,P.E.#42712
ELITE ALUMINUM CORPORATION 3"x0.032x1-LB 0 r
EPS PANELS OR EQUIVALENT ATTACHED W/ U A ¢'
1/4"0 x 4-1/2"LONG CORROSION RESISTANT-'
6" O.C. METAL SCREWS 1-1/20 FENDER WASHERS.(6)
MAX)
( PER PANEL TO ALL BEAMS.FPA#7561.1 FASTEN 3"REC.
W p¢lwi
CHANNEL TO PANELS
W/(1)#10X3/4"EVERY 8" A H W H k
O.C. N.5 PER 4' HPANELTOP U ui
u �W 3"COMP.PANELS BOTTOM OF CHANNEL W ] 1 0
FASCIA
2x HEADER
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1x2 TOP PLATE 1x2 TOP PLATE INS.ROOF
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FASTEN CHANNEL TO FASCIA o
W/(1)#10X2"EVERY12"O.C. Z w�N
a IF INTO BLOCK WALL,ATTACH W/ W ax
(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
&THE BUILDING DEPARTMENT.
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COMPOSITE PANEL TO TOP
PLATE ATTACHMENT DETAIL p
SCALE:N.T.S
U
ELITE ALUMINUM CORPORATION
3"x0.32x1-LB EPS PANELS OR EQUIVALENT
ATTACHED W/1/40 x 4-1/2"LONG
(1)#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 1-1/2"0 FENDER WASHERS.(5)PER PANEL ORNEXT 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 Q O
Ix2 TOP PLATE 1x2 TOP PLATE WHEN EXCEEDING APPROVED SPAN
CONTRACTOR IS TO INSTALL A CONT. M
18"-24" (MAX) 6" (MAX) 6" (MAX) 18"-24" (MAX)
HEADER MIN SPAN.HEADER IS TO BE
THE SAME SIZE AS OUTSIDE BEARING a 0r
WALL HEADER
13-10"
3"X.024"XI-LB COMPOSITE PANELS 'Z' a
(2)#10x3/4"TEKS THROUGH 2x2x0.125 (2)#10x3/4"TEKS THROUGH 2x2x0.125 16-3"
ANGLE rte!
ANGLE&INTO BOTTOM OF 1x2 TOP ANGLE&INTO BOTTOM OF 1x2 TOP 3"X.032"X1-LB COMPOSITE PANELS !'7
PLATE&(2)#10x3/4"TEKS THROUGH PLATE&(2)#10x3/4"TEKS THROUGH 15-9 P�4+
2x2x0.125 ANGLE&INTO SIDE OF 2x_ 2x2x0.125 ANGLE&INTO SIDE OF 2x 4"X.024"XI-LB COMPOSITE PANELS
SMB UPRIGHT(TOTAL OF(4)#10x3/4" x SMB UPRIGHT(TOTAL OF(4)#10x3/4" 19'-5"
TEKS PER 2x2x0.125 ANLGE)(OPTIONAL) TEKS PER 2x2x0.125 ANLGE)(OPTIONAL) �:I"X.032"XII-LB COMPOSITE PANELS
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MIN.SLOPE FOR PANELS=1/4"PER FOOT, m
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I HERE8 CERTIFY-M T THESE P A AVE E
DESIG FOR AN 1MATE WI PEED `1�JBR
/ / ____
130. 1 IN ACCORD NCE WIT -STRU. RA ae rnox.
REQU EMENTS OF 6TH E ION OF 20
FLO DA BUILDING ODE.
INTERNALLY SCREWED 1x2 TOP PLATE TO
SIDE OF SMB UPRIGHT ATTACHMENT DETAIL
SCALE:N.T.S SHEET:
]1 7f?020
WIL. BERTS,PE. 12
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2,500psi (min)
CONCRETE MONOLITHIC —PAVER DECK
FOOTER O
2,500 PSI (MIN)
(1)#5 CONT.REBAR FOR FOOTER FOOTER OO MONOLITHIC O
UP TO 12"X12"IN SIZE.FOR 12"X16" (1)if 5 CONT.REBAR FOR FOOTER
FOOTER(2)#5 CONT.REBAR SHALL I I rUP TO 12"X12"IN SIZE.FOR 12"X16"
BE REQUIRED. FOOTER(2)#5 CONT.REBAR SHALL FOOTER SIZE TABLE
BE REQUIRED. O
AB SPAN
G v < • a• c-)
e e < WHEN PAVERS ARE USED TAPCON FASTENERS 8" 8" UP TO 16'
.'a SHALL PASS THRU PAVERS TO PROVIDE 1-L2"
EMBEDMENT INTO EXIST.CONCRETE SLAB.
CLEAN COMPACTED SOILS 8" 12" 16'TO 28'
CLEAN COMPACTED SOILS
B
12" 12" 28'TO 40'
12" 16" 40'&GREATER
MONOLITHIC FOOTER DETAIL ISOLATED PAVER DECK Q o
SCALE: NOT TO SCALE FOOTER DETAIL (OPTIONAL)
SCALE: NOT TO SCALE
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I HEREBY RTIFY THAT THESE PL 4 S H BEE
DESIGNE FOR AN ULTIMATE W SPE OF WBR
130 MPIIIN ACCORDANCE WITHJ S CTI. LT
REQUI TS OF THE 6TH E TI)N TFI 0FLO A BUILDING CODE. :
WIL IAM H.ROBER .E.#42712