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HomeMy WebLinkAbout20-471 FWD City Of Zephyrhills PERMIT NUMBER `. 5335 Eighth Street Zephyrhills, FL 33542 BAR-00 -2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: Permit Type: Add/Alter (Residential) Property Number Street Address 05 26 210100 01200 0120 6889 Wagon Trail St Owner Information Permit Information Contractor Information Name: WILLIAM&JENNIFER BRASWELL Permit Type:Add/Alter(Residential) Contractor: POMBOS CONTRACTING Class of Work:Add/Alter Residential SERVICES INC Address: 6889 Wagon Trail St Building Valuation:$6,881.00 ZEPHYRHILLS,FL 33541 Electrical Valuation:$0.00 Phone: (813)480-1466 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$6,881.00 Total Fees:$111.60 Amount Paid:$111.60 Date Paid:7/31/2020 1:46:28PM Project Description SCRN ENCLOSURE W/DECK&FOOTERS 276 SQ FT Application Fees. Building Plan Review Fee $37.20 Building Permit Fee $74.40 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. vii CON T SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax 813-780-0021 Building Department ' Date Received O Phone Contact for Permittingg tttE[H[[ A ^^rr taut Owner's Name Q �� W ' Owner Pho Number Owner's Address 16X8qWn-qcnTrQiL6-� --1 Owner Phone r Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address {� JOB ADDRESS1685m 1� � � LOT# SUBDIVISION PARCEL ID# 5- 6- ''O r IV Z (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT = SIGN DEMOLISH INSTALL REPAIR PROPOSED USE = SFR COMM = OTHER TYPE OF CONSTRUCTION BLOCK FRAME = STEEL = DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE Z 1 16/ HEIGHT -ssncss��-sxzrssssssrsssss rrx�csrscssrca<ssssssf-ssr�ccc-sssssssrsrsnrn =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY IWO— SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address 33 014 License It ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y I N Address License# ttaaattiIIIII atatttattitivitili[[ailtitttata[tttHtiattat[tttitaittall RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/SIR Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. *—PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required.(AIC Upgrades over$7500) •� Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Nat over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department s t NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an Indication that he Is not properly licensed and is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It Is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties.If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to Inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall Issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job Is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO T FINANCING,CONSULT WITH YOUR LEN DE13 ORAN ATTORNEYBEFORE CO DYOUR NO EN C FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sw r a efor rr this Subscribed and swo ) fore e t by by Who is/are personally known To me or has/have produced Who is/are personally known to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped INSTR#20201 1 OSSO OR BK 10134 PG 3909 Page 1 of 1 S/H 07/10/2020 10:26 AM Rcpt:2180631 Rec: 10.00 IDS:0.00 IT:0.00 Nikki Alvarez-Sowles, Esq.,Pasco County Clerk&Comptroller Perma No. Parcel ID No 0S•26-21-0100.0120D-0120 NOTICE OF COMMENCEMENT State of FLORIDA Cc%mtY of PASCO THE UNDERSIGNED hereby ghee notice that Improvement well be made to certain ain real property,and In accordance with Chapter 713,Florida StaLdes, the fogawing infomcation Is provided In Bes Ndlce of Commencement 1. Description of Property.parcel kWntfraOan No.05-28-21-0=01=012D Street Address, 6869 WAGON TRAIL ST ZEPHYRHILLS,FL 3354 2. G,a1 DaIcriftr of SCREEN ENCLOSURE WITH 71NSULATED PANELS OVER NEW PROPOSED CONCRETE FOOTER AND DECK 3. Owner Information or I.rasee information if ft Lessee waded for the improvement JENNIFER BRASWELL ®vaaacnauer Name ZEPHYRHILLS FL Address CRY State interest in Property. Name of Fee Simple THkhdder. (If ddfeen from Owner listed above) Address CRY Slate 4. Contractor- Name 3m3rjNee TAMPA FL Address CSty State Contracmfa Telephone Nm: (813)323-7433 5. Stoety. Name Address City Side Ammnd of Bond$ Telephone No- 8. Lender. Name Address City state Lr1Mees Telephone No.: 7. Priam vddm the Slate of Florida dedgrnated by 0e Garter upon!Aran mtiees or cote doaortenb may be saved as povidW by Section 713.13(1)(a)(7),Florida Stahfes: Name Address City state Telephone Norther of Desk Person: a. In addition to himself.the owner of to receive a copy of the Lianafs Notice as provided in Section 713.13(1)(bL Florida Slatutm. Telep}tae Nwnba of Person or FJdRy Designated by Owner: 9. E%pha&m data of Notice of Commencement(the data may not be before 0ea comphadon at construction end final payment to the Detractor,but will be one yaartran Ore data of—din urdess a deferent dam 6 apedfiedk WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT ` WrIN YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. , -- Under PAY of pajury.l decian that I have read the foregoing notice of commencement end that the faces ther ein ein are bue to the bed My - - oy fanwt�ge eM here!. 0 STATE OF FLOWDA COUNTY OF PASCO Si erorLeaee OwmWs orftessesbNtteortzed artrrerlMermgar Sig Tme/Offica n r The foregoing insbene t was acknowledged before Inday d 20WQby a , C4 r!g [ . as G (type of wt olity.ag,officer trustee,attorney in fa for s d o (none at party an h i ef Instnaned wea eeoacamed). Personally Krwm _Pro&'d/IUda/ [Norm{?4J O� p.� No�ry SlgrsaLae Type of Ided�tlan Produced%2 —7J✓ o'5—&r Name(Prim) r ,a MAGDIEL FERNANDO CEPER,O I trr'r State of Florida-Notary Public '///'Iccv`•_ Commission#GG 237948�o!r .�' My Commission Expires July 12, 2022 STATE OF FLORIDA,COUNTY OF PASCO '�•�_ �t THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENTt ON FILE OR OF PUBLIC RECORD IN THIS OFFICE c °� WITNESS MY HAND AND OFFICI SEAL THIS r.; d DAY OF 2 NIKK!ALVAREZ-SO S, LERK COMPTROLLER BY DEPUTY CLERK S7 [ -�:is '.:C• ( 4=�Q 4 t+,. 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T:.`4 4� h�' •■ I. ■ , ■" ■. ■ 1. + - ' R t GJLk•N•u� A..e,�����f�� 'fir 20/3/2018 Florida Building Code Online _ Product Approval Method Method 1 OptIon D I'a Date Submitted 08/16/2017 r Date Validated 0 8/1 612 0 1 7 Date Pending FBC Approval Ds/21/2017 Date Approved 10/10/2D17 'yM:r aii^7 js•'1,ham%J}'`'�g'+">f'4Y,\'(jt�'rRii••hit ii£'�7:'1�+61 +"''s�.-" 3��%ai `'I�"�jZyo•-,�`^s''�� .• t n ° hY .3•#' 'k``} �• �o AfS, I�.�.�i..:'c•2f`fr.:�:?53%'.�i;.l' ;��'.� �-rr's.*i�'-rf,:-i3..n�f�?t��..L�l9: rt�l.^�>i'2�}r•Av.�,.s'"FY.c��n'��d�� �L'� v_� `.r A• •�,""dJ; p• {'l" FFP •.:f"' '�Y>.>! ... 0'.- •n. .b .''..: i%1oet'Nt�,eiH,. •'�fif!Ta�'tjl�'�t• : ••:. r e�s'`r�:.n�sp`.• n ,�. .� - , J, 15491.1 Snap-H-Lock Panel Eps Foam core Composite Panel,3".4'&W vuith Aluminum or. Steel Skins Limits of Use Installation Instructions Approved for use in HVN Yes FLIS491 R4 II Dwg,pdf Approved-for use outside kHZ:Yes Verified By:Frank L.BennardD,P.E.PE-0046b49• Irnpaat Resistont:No .l Created by Independent Third Parry:Yes Design Pressure:+99/--99 V Evaluation Reports t Other.See installation instructions for maximum ultimate and FUS491 R4 AE Lval.Ddf allowable pressures See installation for panel limitations a Created by Independent Third Party_Yes y spans, n ,z� G1012-1t s,:76ot Blair stone Road_Tallahassee FL 32399 Phone,850 487-1824 The State or Florida is ad AA/EEO employer.Legy&ht 2D07 2u13 State aP florida.::Privacy Statement::Arcesibi➢ty statement:=$ePond StatZment Under Florida law,email addresses are pubilc r'eConls.If you do nDClvant yDur rman address rcteascd in r=ponse too pubrrremrds raquesl do ridtaend etcrtrpnte mail to this entity.Instead,contact the office by phone or by baditifional mail.Ifyou have_pny questions,please harrtact850.487.7395.YPursuant tn'Section 4ss 2A(i),Fiodda Stahms,effective October 1,2012,licensees licensed under Chapter455,FS:mvstprovidethgDepartmett wish an 1-10 i1 addres�i��pY bow one.7Tre rntaTts provided may be used fnr official communication with ma 5mnsee.moweveranafraddressa s uMpublic trmid..Ifypu do noLwf h qo kpP,Rty r rral addras,please provide the Department with an email address which can be made available tn.the publte To dt>xi ne ltyou are a lk=zsee under COhapbcr 455,F sv please cBdc here- z Product Apprmml Accepts: M• T . i a • - ,. NN L BMW",P.E `,LI11 i% ••STRUCTALL BUILDING SYSTEMS .DESIGN NOTES: MAXIMUM Al LOWABLES No Eaa�a . EPS FOAM CORE A00F PANELS - METAL. SKIN , POSITIVE AND NEGATMOEIGNPRESSURES DESIGN PRESSURES:= rALaFaTED Eon use wRM TM3 SYSTE4 t NAVE OEEN CALCULATED INAOWRDANCE coL:!. .a . .. wLTx Asee 7.10 AND 7NE FLORIOA 8U1101HG AS NOTED IN CLEAR :p•�, �+ M �w,Tcunim ESiGN SPAN 7A91ES �" .•.. m OLONED EAETN. I,i, / TOP&BOFTON FACING: • ' 0.024'ALUM!0.024•AWM T_ypgSED STAUCPURE LOAOBi t t ib 0.030•ALUM(0.03a'ALt1M ii..�GLLpltAttONS EASELt ONA5CE id0,Nutt-13D MaN-180 Mng,, - S � "G ��`'` • 26g&STEEL/ZEge STEEL ENOSTSED sTaurntRE OoMPONEN[9 aL N1AD01NCy RL.K tATBGORY+•I.146459.Ret•.1.0,Rz•TADLE [9 d m 30.3.1,GCPN-44-0,18,IV'MFVI POOP HEIGHT. 4*36*MAX OVERHANG Pt S "� UM AT FROAtC',2MI OP s Eo RE LO F ri J {' te.'� LAST PANEL WIDTtt wo LwwsARIETAHEFt AsTNE mn4UM BETWEEN A=I-10 ENaww S7NKYURE CbNFOUeM r} . •�"/ SC'MED(t_r'�i &CiAODTtiG(FS DL3GIE3EU ABOYky ANDTNe GC11TUtNfNGttiADSAS YUAarIHATEb Ut FBC24ffiA '� � s ��r,".-' •r' ZEJ ALONG SIDES,w. FORVER11IG4 LOADS ON SOLID ROOFS,UP TO SS"_KM ROOF N0=,Vd6.130 MPH•18 TABTB MPH: D � 3 -.. �.•••''"f I) 1 OVERHANG*a OP U RE 1nADS _GCS 3.EONS EASED ASCE 740,ROOF OVER OPEN STRUCIURB CONPFNET,OS&CLADDING, ' OBSsiUTLT'€D WINO FLOW,RISK CAIVGO&Y-%Kd-O.A IM-0.6.fib-0.63a 25'MEAN ROOP NE76HTs ,,-�`,-� �;��„/'•" VWb•130 MPII•!BU MPH. G. LOAD A:OMBtNATLGN9 U11LI2CT3 W ITNLSMFLS7E4l PLAN SHEET HAVEBEIi3ibE31NEDPROtM THE 4• AUOWABLESTPESSA =,aN LOAD COMILNATTORS ILL16PATEO WASCEI 10 •+ LWUNDSPEEDSLLr''FEDHMEAPEVttt WINDSPEEOS.VesdWIMSPEEDSNAY1ECALCULATEDWOH *11VALCULATIONS CONSIDER MS'' `� P R uYG -kG�pMIEL �..• t OPTIONAL OPSPAS OERNEDIN FECSECPION1607. aN:.ROOF LIVE LOADS USED 2NCALGRAtioNS CONSIDER (>f� � N ml a mNNWFIONAr .GENERAL•'NOTES. K E .•H05T 5'fRUCiURE DRY ? L •DUS SPEOMCA`RON HAS BEEN DESIGNED AND GNA Lae PA8=11 -INAOCGRDANCE WITH THE. �a�', . �0 4 Pam' TE PANEi. AEQUFRENEUM qp��SME FLORIDA OWING CO.SULTIi�SRDN((��pO��,,7}PYSA USE WIDUN AND GOODE ^H a' - ENGINEERING OEM � I � THE WOO COMPOSTfE ROOF.PANELS SHALLCOHPtY W CNAPtTR> 720,t7TAPTEnb SECRON y�2 0G3,CLAS"uAONPERTDRFLNiSH,AND OWPPER26 N26090F7HEFBG; t P. 2. CONTRActbR SNAU.YNVE'"fr tGG�ATO ABD CONFDRM'PO ALL%bM SUJUXMGCOte AMWMWTS CDNNECTTON AND WHTCH MAYAPPLY. OESIGM CRREALA BEYOND AS STATED NERSINKY R[QUIRE ACUTIORAL :i • HOST SFRUCPyRE sTTE-SAECtFIC SEALED ENG4lgAtryG. E; .O, PER SEPARATE 3,` N033-V3%INCREASEIN AtSDWA9LF STAftaS1PAS OPEN USEDLNTNE CESMOFTNISSYStm • 4. COB3N PRESSURES AS NOTED HEREIN ARGOASEp ONA MAMMUN TESTED PRE MPE OOADEO OY A rr ENGINEEWNG z0 FAcnDA aP GAPrri/�. .. o g S64Gli t�MOVI"CSHAILBHNP£WMNN6TOQFOR INT OFAUSUPMIUM.S RPM J qi 3., DESIGN �S HARIRTS'Si[GS EPEO Q�SPALEG I taIITMiT G S3tAU. 1OOAb$t TCT UEVII�TE FROM .� i'1 r'"•�^�UPPORTINLi ST ucrum PER 5, SpgryS �- t�ABIPSOLLa"S=HE6E•,7�106NALL NOT Be PERMIIP D.HEREIN. FORILLTERN�wSPAN SPAN . SEPARATE ENGTNEfFUNG CALCtLAT SAS MAY 80 7. THE S1'STEt4 OETAtLEb BEEIN�IG GENERIC AND DOES Nor PAOVEOCLMFORHMON FORA Pit SITE.FOR SRE CONDItIONS D1FF61ENT.fROpl•TNB LDNDTitONS OEDUIER HEREIN A UC MW g CLEAR SPAN ISOMETRIC EMC.7M£ENLC�AM%vwms tAED GHALL PREPARE SgFSPECaTCDOCUMEN'ISFORM.-Ju 1--� COFUUNCI+6AIiVITHTFUS<>DIN • 1 I f A,T.S. I5OMEfRIC 8. EPSPARELP19M.RAFiIWtFC�ECHARAC'IE 1'IC9faO0.SEFPIGGITIOIV,,RAME�REdDAND5MOKE - �•/ OR MORE N7 POORNAA'TION. T'MROUGN APPUCABtFASTM TFSTSttw .SEEEVARUATtON REPORF tV ., . 9. TNBCONTAACTORSNALLCAREFULLYCONSIOERPOSSIBBL91HFgO!=Lo OMONROOP.INCWDING T a AUDrJIOf ALROOFLOAA7D SNALLSEE P OPEPE ANALYlEDBYA t+�LL�RtA..TNIS SEALALLJOIN75 1�G�. EI P5 07�tI3goa PANELS SI,,L BECONSTRUGFED SYPE32654t i{ALUMINUM FACIRGS KIN CONTINUOUS 0.024'ALUMINUM, °Fi�`AM�'T1sxhL%'3Nb�4Yo'�TCALB OEIS T OGp A t�Tj EOEPOATEDFQA1 F BE ACING IPEOA EXPAND HEPA LLUYNWAUM g CAULfONG OR26ASUMLM fAQN6wtTBMORAOM648561IESADNESIYE(BVRDMMAHDHAAS PADRttATIONSIBLLLBEIN $ 1I8[)T3FSITTEF"3 A26GASTPB ACCORDANCE WITH APPROVED fABNCAITONMEITWDSMYNANUFTtCTURBIO�ALLP R , +��• CORE FOAM N}CZN6 1Pi. 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A ZV ' v_ .s.s_ m►;�; _ - of x�•lnd,�^iv_b`j,�a.ra5�a= oN:-x;^-az;om` - - mm - e^�a.- mm:e- - - - m- a — 1 mm m of tip ram=Y �4 tv�: 7! r7 t4 alai- �:q m'^-mb :�:Y m R•'4,-4m _7_:Y�4-'H. - ut d� �rgm aa�rm �a � �mm. mm � m m ��m mmm LU a _ �� w���§��:r��b�'m- - ��o- - s��aob�a��m���lor;�.r; '7i7�Ys•q�gy . m o m N = oE �'w�O�v�Tmm ';mo -yN�„'Yv�7^Fg0�R4� �wfimm�� - - = tu 0 —'w 9 & d� - a s �a pp 101m(n 9: N '4 + + r ++i. i i + . i + ii LS: 5 � i +•+ a++++ + + + . + +i i ++ + ~ m i-i + + + i+ ♦m f Q $ m m m U U a a U a m C3 U U�U LL ul 3�? e�onmsit�»a�earzs� n�a+aanamwawo-we-PAUV=.-1 eostromwan-vsi-.wmajma�maojsmeasz9�ta x maw uotu�-tioze��co `5�51t1l111 ._` 14 i... 4�?Noe sas r MAXIMUM ALLOWABLE CLEAR SPAN TABLE ROOF OVER OPEN MUCTURE � ; • 4" nets �O•i, STATE oo3tr 20yD stoat o.oza• D a i+p �° •., k 1SNtnate pllaN6bfa OEHatOc t . 0 02a" p•0.50' O• plumshln Akan S%1D steel skin IND V! t�+atd' L,�etaDa Li ataed Un+a Atuntswi Aroniskkt a,.rem+D Aut»sWn ° h/r�ONA SII� Alit tlpitft Briar up - (U.•!.• E3�S ,Lg Ep3 1.1.BEPS i.Lg EAS 1.16 EPS 9•L6 F3S }.Ig 6 } F1. l f i l i l l t• oUi i3t3" i ` ,u V¢•'¢4 tat11 t i2A tOtS' .12'•3' 12-t" iS•5' tat°' lU 130 $ M• r + 180 �'x' 11 t�i ti'2" 1ttN" t2.3• igd.� 1a-1 9 tap a t• g +- D 1� is-0, f1ts }Z.a• iztittr izf° t;i'-r ta'-o" tatl° .. � �;49 136 .0 }1'-E" itYdO' ice" g" i4LS` i30 C +- Zap �-2"' iri1" 9-T0` t!'-i' ti'Ai" !2.9" 13'• . iOtti' t1'-b" td'-}1" ti'-i}". 13'-a" 13'•0' V�! b � 130 d gtF 10'-7' itf•2" .ti'-S` 1tP-it" i1'•11" t�-0' 13'•e• ,a ' i30 d +Fbaps! t 1p0 T•10' tD'•s' 0'•3' iC-b` itT-1� !3'-Y id'.g' ia'-11" � , d t ba . .-35 24O tltig" 12A' tY•t1' t2'-1 d 9' 1d:19" � •• ta0 a t!-a .. 12O taff'.2" 1T•g' 10`.1d" 12'•3" } .1" 1S'a Z9�g^ ta'•e` G t a t-+'� !BO iN iD" ii'•t"' ti'Ai" 12'3" iS'-& (1� . 140 6 ,. 2d0 g:{• 11'-2' titg" 10'-11' it'•!2" 1'd'-a" it•7^8 ' ' 1a0 t^ g 5" 1Rttr' 1M-71° 13'•8• . 43r4" 73'g try 3tiv .H- 1EO ff-r' �,• .10'-b° tOtti" 8" i2:11" 1Y•3' }� I3-•. tan C t. 2d0 T•i0" tiT-5' 10ti' B'-11` t0'-10" 42'•1" � it0 C , 12O fl'-6" g'$" B•-it" {ff-1P 12'-t° iY3' 140 , Dy 2d0 na" t!'•i 1" 11�1' 12-T Z n. k iaD r•T a. i� gtA {p_!0° 10'-•3" 2ltT t1t1^ 2T-T 19'.T° 17.0•too '13 Y !rq S i3'•a' �• oc iSS 8 + t' Pi1- 120 p'•g' W-9* itril" 11W 1RW° 57-b' ~ �ti �atrl MAP f 55 C t a 18p Y• T Btg• g�-9" ff•10" 10'-i" }9'-10' 12• 13- m 0_t^ q:8" s•-2" 11Y.V 19'-2" i!'-3" c1 !bS O 40p 92065 iffiP 19'2 d n r- p taps ffa" z=r iff•C 14Y tz i° TABS-- d 4 Ps � 11'-2' 10tS' ii\5" 17-8" t eoSts ULT2MAiEAtD ALLOWABLE PR65UPE L 158 D + 82�1 t !20 6'•12" 1C-Y 10' 2i'•t' 10'-5' 11'S 12-q" i21t' VALUES2 SMS TAB2LLLP Li sAILtPNABIEHO UVaHSURE!• 1}J, 1&5 a y g pg t80 8-0° lax 1 }i•}" 12'0" 12'-21' ULTIMA E PRESS E PR�+SUftE$ ED ONIY IWTALLATI0N- 73 a iff-i' 8'-i Y iff-i" ttT„ S4,g• ULS2MATES ARE U�HSPI p' SPA ;pISTALtAt20N. ,� tsS a +- p3 Zap r•T" qtp 0'-5' 1ff-{^ !!-6" 10'-a° i�t,� i,g. PRESSUrtESME B o" itY-0° d i Q + r 'F4�F' ta0 rto' j 8'2' g-8' Go, 74'q• 1{tT" 1}g• D , zap r.r i o•Z' s r s'.z" s r o'-b° 1ae" itrr f=� �a 185 - 88 129 ��, �r g_�• att, lag" 1U-r CLEAR SPAN TABLE USE INSPRUCRONS: 8 b,:9 a tfl''r p , py{ tap r•!P 6'-10• 8.7' at5' iC•ff' 10'•T EtvTwstx DETEtU91NE 1YPE OP ENa275UAHU1cmim). ED gg t8S iQ-i" t1'•1' i2'•a' p ti`- {gS 0 + gtg• 0'-70' i0�-i• tC•t0" }it1` 1 {Y•5' ozmFt ED WAUS,OR OPEN 51R ;WDiB iiUD w W2ND g q g t r a pa 120 2. DEIERMTNE 1H8 S2TE+PKIFICREOUTAED Ss:F s 1T0 8 oM110' s'•e" tff-10' itr i" i2'•8" SPEED(MP HI IN AtCOROAHt:E YlzTtttHettnua+amutxNG a 0 Opp 180 g guff gtg` aN1• SU-1° 1V-11" 1 ZS 24O a 10' 8L2 ii a' I�°g COMPoSTTEPAN[i 5PANANDI ESPDR a' PPROP AP•y1�NEt.DXin19.PACING'MIIXtiFSS,ANO EPS tT6 « BD t?p C 9'2" 9':IO° 9°r 1!'-3 iS'-4" OENSIIY SEA°' 170 .0 +• t 4 120 g;1a gt}0' B'•2" 1DtO" 2ND2CASI:SVAU2ESNOYVAllFFflrtUSE• '° aI C + 4ps 180 gt3+, 9.3" 0'•2^ i0'•0" ia'-3' itl 4. T� i70 DEFLECTION NOTES: � , � , aao ffa. grit" a+a^ �.i• i 1C3`. 176t t 14t + 0 8° ata" 8'e71' B'A" 1(P•2" t63• ON 27Ft%AT10N VM'Me i?0 °' r 0! t!• p 12o g•.4• e'-i" t(P 2' L• DETEAMNEp�,U[RED OEE2Li.-Tt .EINMW PWfu d iTOt D , 1BO 8ta" gti!° 0,_{• 10•R' i0-3' MjumuM ItEQUIMMENi514LD57ltA «. i R•8" 8'•0• 8''r 15'•0' BUILDING C60E. plXY13�M0�^f�t Ol�pyEGRt98 1T0 O t.} 1 ♦ 2a0 C-41• qtq+ 8^tt• g••9" 1i� 2. (ilTND2CA7E3 ilOWS F9R o5E.WIDt1NSHEHONLY. 1 +L4 9a 7TOt P gp 8'•11° Otg" 1D'-}i' DEFLECTION umrrs CONS100ow FOA USElN1NEHVNZ ARE: i78 C a BtiO" �" Bt•i0'• alit' 9t}T Z.J. j j80 mq SPAxs:sIW-o" i lTbt 0 +- i0O atla gg• p�'}+ r EO Bt1" atg" 8'-1' ff-00' 9�•11" 8'�ft '23. yi80 PpkSPAtLS>13.'-D' PAGlDE4s2+�.�tll ira d , pry i8O sa` ffo. io'•r taa' OTHER CONSIDERA'iIONS: _ iT6t d t' 12D gtg.. tP3' gtg• is r 1a g' JES•� loot C 't P' i80 8'-8' .g!.g" 8:6" 1a 7" W'0' I. pMU°jq UhiSITPPMRA'frED a2OC g'EalWia LSiS�OP UI.1T p lNaL2H. a� g iaot C ° r-11' �•t1' w2ow La sT MAX PCa 48•PANELWtDTM!• j=y 8 loot C +1 g2P1 N 5g 2IO w