HomeMy WebLinkAbout20-1158 i a ,
+� City of Zephyrhills PERMIT NUMBER
5335 Eighth Street
Ian Zephyrhills,FL 33542 BAR-001158-2020
Phone: (813)780-0020
? Fax: (813)780-0021 Issue Date: 01/11/2021
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I
Permit Type: Add/Alter (Residential)
�11121117LG Number Street HZIEWRIIIIIIII
39591 Dawson Chase Dr
Owner Information Permit Informa-ion Contractor Information
Name: RICARDO ROSARIO Permit Type:Add/Alter(Residential) Contractor: MARVIC CONTRACTORS
Class of Work:Add/Alter Residential INC
Address: 39591 Dawson Chase Dr Building Valuation:$11,700.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00
Phone: (352)396-2547 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:$11,700.00
Total Fees:$147.75
Amount Paid:$147.75
Date Paid:1/11/2021 11:57:32AM
[PUoject Description
CONSTRUCT SCRN RM 18 X 21 W/SLAB
Application Fees
Building Permit Fee $98.50 Building Plan Review Fee $49.25
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.
CONT C OR 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-UO2U City of Zephyrhills Permit Application Fax-813-780-0U21
Building Department
Date Received 1 Phone Contact for Permitting ( )
! ! ! [ [ a T.a t1 fitIra A 9 a a a I
Owner's Name Y_G 1� S 'VI D Owner Phone Number —,Crl T r
Owner's Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address '^
JOB ADDRESS95i �' V LOT#
SUBDIVISION PARCEL ID#
eTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED �EW CONSTR e ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION Q BLOCK
FRAME STEEL ��,�
DESCRIPTION OF WORK Q I t c OO Owc IA J C�7 IL./�0 WW S l ato
BUILDING SIZE l I r SQ FOOTAGE HEIGHT
EPP'CCCi:LC ZCL'C'CCCC CLCCZC+CCU[."x.Li:i.i;CC.CCCtCII.CL LZC:i CCCL ECCCCCCCCCCCC CCC[C�
UILDING $ ®O,^�'ftJ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY W.R.E.C.
=PLUMBING
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING Q SPECIALTY = OTHER s��
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO Vac,
BUILDER COMPANY Y C lx-kCG Y S �i
SIGNATURE REGISTERED 2kj )PIN FEE CURREN 21
Y N
Address &-h ;Larc License# UrG 3
ELECTRICIAN COMPANY
SIGNATURE F REGISTERED Y/N FEE CURREN
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
tiltltli [ E [ iI [ iill [ i [ I [ lEit [ [ [ 6 [lii [ IflililEl [ T [fitiiliFiiiTii [ IFiti':
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 dale.Required onsite,Construction Plans,Stormwater Plans w/Silt 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 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&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.(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 Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
813-780-0020 City of Lephyrhills Permit Application ------
Building Department
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 property 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 taw—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'SIOWNER'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 OEITAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN AT f—k �0-
FLORIDA JURAT(F.S.117.03)
V--A
OWNER OR AGENT CONTRACTOR --. —
Subscribed and sworn to(or affirmed)before me this Subscribed and sworn to(or affirm )before m `
by by
Who is/are personally known to me or has/have produced Who is/are rsonally Xmin to me or has/h produced
as identification. L as identification.
Notary Public Notary Public
Commission No. Commission No.
G
Name of Notary typed,printed or stamped ama of Notary typed,printed or starriped
"Y'Yw CARLOS MALDONADO
=;ACommission#GG 346275
W Expires June 16,2D23
Bonded Thni Tiuy Feln lneuranee$Q0,%&?019
INSTR#2021006391 OR BK 10256 PG 628 Page 1 of 1
01/12J2021.10'13 AM Rcpt:2247786 Rec:10.00 DS:0.00 IT:0.00
' Nikki Alvarez•Sowles,Esq.,Pasco County Clerk&Comptroller
:fhii ace for use by Clerll oflhe Cll.tult!court only,
'. NOTYcr oF:coW7.rricrnrPc.
Pettnil Number:
The,undersljm'id herehy gives notice flial III1proventeol4 Trill Ile made(a'eta*
IlropCl'ty,an+l In uecardateo with Sectlnn'/ll.l�or Iho. .. "
Florida SluluG�,the rullowlnU Inrepr aliau Is j+rnvidad In the NOTICE OR COMMENCEMENT.
L.• gal fes 'ipllou of eny(street address,egliitedl:4 'i!Y cYi
r_.
de cri (lot of intjiro elnents:
3m Oa'nerNanxt _ �Jln�' r. -.
O.wne?Add ess: A( uton,ChMELDL
36. Owner's interest'in site; 16pd1 y{)d.
:• - v,
]c; Ted Simplo Tide heltiq(oroihcr than ow+ierj ' —_-
3.
— y- .• i:: r ofilraeior N5rE,—•`alvfc:Conlreclors
Address;'4302 hludsoii Lone Ternaa FL 336ill Phone: 013-rl03-4000
5, Surety Nunle:8nla[IGali ullislnlliQnd Ainoual of bond: 5 0 0,00
Addrek.1401 W'Btisdh Blvd.Tainoa,-FL "Phone: 013-931.7467'
G. Lerider Narme. (Jontact;
Address: , Phone;
•Pafsoll within Ilid Stald of Fltiridn designated t!y 0-ii)?upoil.-WIioln•polices or olher do;uineuls Ipay'hc served as provi(led by _
--' -Section7�3-13(11(ajd Poridti�tnitlies--------:---_�___:_ - -- ---•-.-- _ ------- --
Nmue Address:` - :>
Phone Nunib"er:
5, :,tn addiiion io hin 1p ;Owl`rdesignales•the.following person lo.reccive.a copy,of the Lienor.'s Natiti ac prpvitI d iU$anion:':•`"'•r_ ... _. ..
Address: '
Phone Nurah'er:'-
9. ):xpirlitinn dab:ofNotico of Commencemetil(enpimtion dnle is ono(I)year From d'uje'of recgrding unless h ilifferenl,date is .
•speelfied). ;
1YAIUlINC TQON'NEIt:'A 1'AYa9EM'S MAUL ""1'tiGO •R,llr'I' 7'IIE EXITRA170N Oil III S NOTIC1t OF COMM ENCEhIIl`I'I'AItE
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IOU SITE UEI�ItE'I'lllt 1>It}S'1'INSP an. 1FYUl -rEN TO Oil-,1I •i ANCINC,CONSULT WI'I'll YOUR I,ENDRR OR AN ATTO1tNF.1'
REFORIt CUalhrEtrC1NC lYO1l1:.Q ItF. t T.
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.. ., SibRntory'a.TltlelAtiisk.: �_
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q' Pr duct rov 1Menu>Product or Aopiicasion Scarch>Application List>Application Detail
"Frr3} YES FL# FL7561-R4
Appllcal on Type Revision
Code V rslon 2017
Applical on Status Approved
Comme its
Archive Ik
Product Manufacturer Elite Aluminum Corporation
Addres Phone/Email 4650 Lyons Technology Parkway
Coconut Creek,FL 33073
(954)949-3200
dic@dokimengineering.net
Authorized Signature Do Kim
dk@doldmengineering.net
Technic I Representative Bruce Peacock
Flddres Phone/Email 4650 Lyons Technology Parkway
Coconut Creek,FL 33073
' (954)949-3200
bpeac:ock@eliteal um inum.corn
I
Quality Assurance Representative
Addres Phone/Email
i
Catego y Roofing
Subcatc gory Products Introduced as a Result of New Technology
Compii nce Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer-
'I"! Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Do Kim,P.E.
the Eva uation Report
Florida icense PE-49497
Quality Assurance Entity QAI Laboratories
Quality Assurance Contract Expiration Date 12/30/2022
Validated By James L. Buckner,P.E.@ CBUCK Engineering
i
% , Validation Checklist-Hardcopy Received
Certificate of Independence EL7561 R4 COI Cert of In-dep_endenre.udf
Referer ced Standard and Year(of Standard)
Equival nce or Product Standlards
Certifle J By
Section from the Code
1709.2
Product Npproval Method Method 2 Option B
Date Su miCted 08/15/2017
Date Valdated 08/16/2017
Date Pei iding FBC Approval 08/20/2017
bate Ap roved 10/10/2017
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(PUX,3C4X-74. PAGES 101 121) LEGEND:'
i5u R/w) F-0O.0 EXISTING GRADE
LOWS `ST F'�.00R ELEVATIONS,
LIVING AREA, 77131'
GARAGE AREA: 7,6.79'
1 EStRI#PTIQN:,' ELEVATIONS REFERENCED TO
L OT MAP'OR ;FIAT ENT;T EC1 "HfDDEN RIVER .PHASE 'O lE B"., NATIONAL GEODE-I TIC VERTICAL.
'AS RECORDED !N PLAT BOOK 076, -PAGES 077 THROUGH J&2. DATTUYl OE. 1929 .MEMI 'SEA
�JF' THI =L13L1C .£ZE:.COI�DS OI` I'A C;f7 C�JtJN'1Y, FLORIDA. LEVEL._'Q.O.OtI iT.
APPARENT FLOOD HAZARD ZONE: 'X" �OMMl1NITY PANEL NO. 120230' 0460 D EFFECTIVE DATE: 9 30 1992
ore.}rct Nutuber: lSqyore Feet: - 6GOO.UO -t L£NNAR HOMES
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�.GNCRETF SLAB. CH-CHCRD, ..I{B= CHORD BEARING, CLF- CHAIN UNK FENCE, GONG;CONCTI£'E, COV.= COVERE s, E 1P- EDGE, OF PAVEMENT, ESkfT� EASETa#EtJT,
STRUCTURAL ITEMS
SIZE TH'KN'S SMB-H -S
HOST ROOF BEAMS ✓
END POST x L{x O 5O 1-I
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CHAIR RAILS Z X Z k D sf E
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r H
q x POST
3X49 co3a Ce c.r�
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'MATERIALS ALUM ALLOY 6005-T5
NOTES
1.WORK THIS SHEET WITH ALL OTHER SHEETS IN THIS SET
NOTIFY ENGINEER OF ANY CONFLICTS
-' - 2.ENCLOSURE TYPES
/'OH -t t- FLAT ROOF MIN SLOPE 114"I FT
_ MANSARD HIP ENDS
$ PLAN �' $' MANSARD HEIGHT: 3-FEET UNLESS NOTED
GABLE-GABLL ENDS
GABLE-HIP ENDS
r' —j GABLE HEIGHT:4 FEET
1,OH 2x3 'oH
Contractor:
k Job Name:ROSARIO
MARVIC ALUMINUM
Address:39591 DAWSON CHASE DR
OQ • ZXZ- N �ti�;f tililt��. Ci ICoun :ZEPHYRHILLS
16"K.P. J K O W ASJL °°�i
` ��� P ••.....•• 1 ® State: FL Zip:33540
E '•. T
- ' Th not 3 a'14dard RICHARD WASILEWSKI,P.E.
= * ' e and,' ci to this job. 1520 Chateauwood Dr
QRO�N o .. DOORS MAY BE RELOCATED.�
O�•- "Rr" '"` ELEVATION CHANGED'N� Clearwater,FL 33764 PROVIDED POST SPACING IS 11� -I-
�v\� ��p R s�'� '•' � ,y�P'��o'` FLORIDA LICEN$E 15586
FIELD VERIFY ALL DIMENSIONS��s�p ��• 6` � �+�,
G, r
O\AN WIND BRACING TO BE LOCATED IN °J3Z 727-531-8104.Office
FIRST OR SECOND BAY 727-580-4341 Cell
Sealed for Structural 727-531-3111 Fax
sco /Z8a
BINfl6 LQCA'I(ON PAVERS
COMPOSITE ROOF ANCHORING DETAILS ; 2 X2 LZXtR*0$ION-� -FIN Git t�1 Glt �-
2 X 2 EXTRT)SION#8x1/2"S.M.S.SPACED --
EXISTING TRUSS OR RAFTERIb-
@ 8"O.C,BOTH SIDES CAULK: HINGE LOCATION - a 6x6x1010 WWF o 6x6x141Q WWI
ALL EXPOSED SCREW HEADS
' I{f5 BAR(3"CLEAR) i if5.}3AR(3"CLEAR)
#10 x 1-1/2"S.M.S.OR WOOD --1
WOOD SCREW(2)PER
RAFTER OR TRUSS TAIL : 3tMGE LOCATION P001TiO WTlfocI PAERS ROUTING WI IHPAVL[L5
: PAVERS
#10X3/4"S.M.S.ORWOOD � .:SCREWSPACED@12"OC. ROOF PANEL
1,DOOR TO BE ATTACHED TO STRUCTURE WITH MIN TWO HINGES FIN OK
2,EACHHINGfsTO BE 4Tl'ACHED 1OS7 RE W f Fx MIt14 fF1OZC3/4"SMS 1 N OR
EXISTING FASCIA .
3,t ACID HINGETO E,ATLACIILI)"1 o Di)OR WIT111v11NI191UM 3 ff 10X 314SMS
ROOF PANEL TO FASCIA DETAIL 4:107'PUMFIINGSfo13EMOUND3DBETW1313N 10 AND.20 INCHES PROM'IT1IOPDOOR
i 9.TOP HINGE TO DL MOUTHA BE!WLEN WAND 20 INL BES7ROM TOP Or DOOR o.
EXISTING HOST STRUCTURE SCALE: 3"=1'-0" #14 x 1/2"WAFER HEADED 6.1RDQOR I OCATION IS 4133ACENTTO UPHTO).T A I"X2 7C Ads"MAY DBFASTJ6NtiD RC I t!5 BAR I ks BAR
WOOD FRAME,MASONRY OR S.M.S.SPACED @ 12"O.C. UP R[GHTWL'fR11110 Xi"SMS AT 12"O/C ANoVYI'LTi3"TROMEIVDUFUPRIGtIT:, 3"C.F ) j__w ! ( I.EAR
1
TYi' C1�LSCREBN T)®ORCONNECTION DE' '�I1L �-�FO1 C"CLEAR RIDBONFOOTIING WlTf�PAVER
OTHER CONSTRUCTIONRIBBON On NG
FOR MASONRY USE: -1 ie
(2)1/4"x 1-1/4"MASONRY �.
4NCHOR OR EQUAL @ 72"O.C. }:: �: DESIGN DATA N.QTr�s
.:::::::. i FOOG.&SLAB
FOR WOOD USE: .. ,..
#14x1 1/2 S,M.S.OR WOOD _a- FLOOR PANEL 2017 SIXTH EDITION T TNICICN6$5- IN
SCREWS @12 O.C. _ FLORIDA BUiLDINCs CODE -- — p-p—- q FOpi1 C&SLAB ALREADY E7QSTS
i • g Vutt: /Z 'Fos& ` ( �,/FOOTR�iG&SLAB ARE PRROPOSED D=bSP1 N= ® IN '
WIND SP ED _�...r -- 3'� wwmTi= N
ROOF OR FLOOR PANEL TO WALL DETAIL SURFACE ROUGHNESS CI PAYERS EXIST
SCALE: 3"=1'-0" Y CQNIRACTOIZTO
Notes: q PAVERS ARE PROPOSED V1 RiFY I XLSTI 40
CONDITIONS.NOTIFY
1) Wood structures should connect to truss butts or the sub-fascia framing where possible only. 15%of the O FOOTING DEP 1 1 EQUALS SLAB THICKNESS-)SXIS1WG .E GIIVEBEt IF DIFFERENT
screws can be outside the truss butts. Sub fascia and those areas shall have double anchors. All screws into RISK CATEGORY I'
the host structure shall have minimum 1-1/4"washers or shall be washer headed screws. 11i FOOTING DEFTER EQUALS SLAB TL{ICKNEss-PROPOSED
WIND EXPOSURE CATEGORY
2) Header inside dimension shall be equal to panel or pan's depth"t". The wall thickness shall be the thickness i'
of the aluminum pan or composite panel wall thickness. Headers shall be anchored to the host structure with NOTES:
anchors appropriate for the material connected to. The anchors detailed above are based on a load from 120 INTERNAL PRESSURE COEFF. NA -I THE FOUNDATIONS SHOWN A1tE BASED ON A MII S•• M 1911..BGAR)NG PRBSSi)RE OF
m.p.h.for EEC Section 1606 for a maximum possible span of the roof panel from the host structure. is 1500 PSF.BEARING CAPACITY OF SOIL SIiALL BE VERIFIEDPRIOR TOPLACING THE SLAB
TYPE OF STRUCTURE Nom_ BY 1FSTORA S A$TING LAB
2,Ttt SLAB t FO%IbUNDAT10N SHALL BE CLEAREI?OF DEBRIS ROOTS AND COMPACTED
DEFLECTION SUPPORTS ALL OTHER L1120 PRIOR TO PLAC NT OF CQNCIt1r IE
$.NO F6OTWG OTHt3R THAN3-It2"(4"NOMINAL)SLAB IS DEQUIR10- EXCEPT WHEN
. ADDRESSING EROSIO4I UNTIL THEPRO]ECIION FROMTHEHOST STRUCTURE EXCEEDS
_ ,PET!AL NOTES 20'-0".THEN A FOOTING IS REQUIRED D ALL SLABS SHALL EE 3-I2"(4"NOMDtAL) ICIC
I SCREEN 18114 4.M01VOL1Tfi1C SLABS AND FOOTINGS SI•IALL BE Ndffl4liM 3000 PSI CONCRETE WITH
2 ALUM 3EXCURSION ALLOY= 005-T5 6X-6-IoXI0 WELDED WiR MESH.FI,�tr� �+9&$u! a -r�o+Vi��
3 THE SECTION MODULES SHALL LEAS SHOWN ON THE PLAN S.Iii LOCAL BUILDING CODES REQUIRE.A MINIMUM FOOTING,NOTIFY BNOINBER
4 SCREWS:ALLOY 2024-T4 OXR'STA]NLESS ST IL
L
5 BOLTS:ALLOY 2024- "4,GALVANIZED OR STA]NL'LSS STEEL
6 ANCBO BOLTS:GALVANIZED OR. STEEL,
7 CONCRRETE:COBeRESSrM STRENGTH 3000P 3I AT 28DAYS
S RE1NFOi CING STEEL:GRADE 60 o`tt e 1-1
r t -7- 4 S42L BEADING PRESSURE:I500 PSF(ASSUMED)CONTRA.GI'OR TO `♦♦♦♦�D SAS s
♦
ELITE PAN L'L. SPAN I AB : VE o �P••..
— 10 CONCRETE ANCHORS:TAPCON SLEEVE ANCHORS OR EQUAL(2 � Cj •• �G.
3" x 0.0 20 x 2 — LB EPS S PANELSPANELS1
l iCAI3LES'-II!$S.SO',2{rI'LH C(JC(JRIHER ANCFiCIt 8a i0 SMS fV a i •
(ALL❑WABLt CLEAR SPAN CHARTS) 12 CONTRACTOR$BALLINSPECTTHEEGSIINGSTRUClTnTO '� . . fj, jy — _
'¢BWY' ADEQTIACY 6F•THE STRICT JIiB To SUPPORT THE 6F54GN F1CGo- RICHARD.WA.9LtW5KI / o s A2c o
NET MAX: ALL❑ ABLE SPAN (FT) jr�2D CHl11EAUWOt7D DR
W A B L E ! LOADS 4F Tfmmw$T LU4ri't�1KPs UNDEIR ALL CONDITIONS. S •. � d�ARCHA1E EZ 33764 3 4S9/ se,✓ �hASC
ALL❑ SxiNG WOC1D Zvi ERS SLTALL B$2"TFIICTC AND iN OqD A _��� Ftt C(0A LE=SE 15585
T•. �EPJ�Y2/d�u.S
LOAD (PSF)1 • L/80 L/120 L/180 L/240 �C` Ti ♦,♦ 727-53t tJ 1 FAiC{i
_ l0 20:11 zo.o3 19,42 —ls.sl CONT}xTIOI�T.COI+FFitAC!'ORTO.R AtNA141.040DW8,TOBELiI�ORM �i 1 \
c0 to— 19.02 18 r 17.58 15.35
A TOLD iNSP6CTtOI�T IF'tTT,E CONIRACPORBBLiBVES'TI�E j�4s•' t �`♦i �t-�
17 93 7.58 15.73 13.89 Vj fi;
30 R1 iF' ) bRAL
40 16.83 16,35 3.89 ll. COONSe3 SEAL
8..�
60 14.64 13,89 i0.c1 _6.52
i
TRUF HD or Eq,161
CQrih'Ofr'flT1I;I: :'.:.• ,= EEl1In �E
COND
.. A RY C( NNECTION ' ......
_ 4PERPMEL COLUMN BASE CHART
6A rare!SIDES&22"0 C ICOLUMN ANGLE . '1/4K3"TAPCONS #10 X 3/4"SMS
'.'.. 1 1 A SIDE) (EA SIDE)* (fiA SIDE)
ZZTpPfL4I FOR SIDEtVAL1 5 2 X 4 2"X2"X,U93 I 2
'ONLY OR"•2:X3 IDE'T A WALL , X <Z" "X093 1 2
ATrac1 To pos wiri a#!a X z° r 2 X b 2"X4"X.093 2 3
lNTOSCREW IIOSSES ! *USE J/4"XS"TAPGONS 'VVIIEN PA K.S AUSED
CC+r��la�
Czar) - e
CIIAIRRAI$.5EEC'0VER �
SKEET FORSIZE
INTEPJ RCbNNE TON
.�#iax!z2"sMs •
NTO 1CREW BOSSES,
EXTERIORCoNlEcngN
FRONT WALL GIILT RECKVIIIG CHANNEL CLIP - q
m U53 X 2°LEG$
(D:IIi-
3'DEPTH-3'c JR RAIL
2'DEPTH-2'CffAIR"RAlL
6#11IX I°TOTAL
:2 COLCIMN
2 EA.LEGGHANNLL
Cr Io Pos! _
t&' KI&PLATE(.D30) aw 8°t O�EI�73ACditl7E7CAC;1tIED
cED
SECCIRE WITH TRIM$TRIPS )r � IrATI ABA'
&•#8 X%"SMS AT 12"O.C. �IaSA� ".>F1 [ItA It p • CQI W1 ">o
CONCR1�F g
ADD SECUIYD AlYG1GE ► 24n .
1"X 2"OPEn BACK ATTACHEDvA FRONT AND EWE BOTFOM kQ6T TO E�OHCRETE `
TOFR4,lTPQSI'W!#1BX149!' RAILSATTA6&16TTO PE T70C `' AND A�.�9 #I"
S O MAX 6'•'OST WI EACH l 1/2 COIYCIlY TE W/114"X 3" ANCHOR 1 X2 CI a TO CONCRETE
OF POST ANO24°0/C . ' . CONCRET/l1 SSONRY ANCHORS
„ 'WfW 114"X 3"CONCRETE ANCHOR. F ISOF
(�EAC$H FOSr AND 24 .0/C 2 X 2 X IL03 ANGLE
AT OF EACITSO)C OF EACH POST AT` 2#I6X 314 POST
WI ANA'PYALLS MIN I"PROM 24"O1C MA7f
EDGlOFCONCRETE i-3"IL 114"£ODICRrs3E
AIYGIIOR
!' 1"X-2"0@32"AiW.
APEkq BdICK 2
MIN e Q y XFRUS1OPI . •a ' -
a• +. d ♦� �
q: •-, ' Y . ,-. d ' CONC.SLAS m s a.• `,,>�� .;;°..E •• �,, m'
e Z Qs
® s
e • ((qj.� F a.rll
TYPICAL gpg�rg-�,g�•'g �yg-� rg+ rg+ �j �cg,� gy�r�-� ,�7�T�'.p �� • as.'�
CORNERDETAIL t3®p POST 8 :S O,BASE, GIRT AND
1:06IARD WASkE1VSfQ i7 S,4i2�D
POS.T;To B DETAIL o . � l� •I o CKAWAU*0ob c>r�.
�� o� tXFl1RWI�lER, FL 33764` 139a 9� wtaw Cmsa
i qd • I {,♦♦♦,�� 2T-53l-8 aGFA 58O— F i G�E�HY____ s i.
72T—SM;3111 FAX ! FL
SEALED TRUCTURA4
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