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Home My WebLink About21-3155City of Ze* hyrhills P 5335 Eighth Street Zephyrhills, FL 33542 BAR-003155-2021 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 11/05/2021 Permit Type: Add/Alter (Residential) 11 26 21 0010 14000 0030 ILI, Name: BRIAN BECKHAM Permit Type: Add/Alter (Residential) I Class of Work: Add/Alter Residential Address: 5525 17Th Street ZEPHYRHILLS, FLORIDA 33542 • -! Building Valuation: $3,014.00 Electrical Valuation: $0.00 Mechanical Valuation: $0.00 Plumbing Valuation: $0.00 Total Valuation: $3,014.00 Total Fees: $55.07 Amount Paid: $55.07 Date Paid: 11/5/2021 11:55:01AM 5525 17Th Street Contractor: WINDOW WORLD OF TAMPA BAY LLC REINSPECTIOIN FEES: (c) 71ith respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) 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. ! I I R I I �! I I 1 1!! 1 1 1 1 1! 1 1 i 1!! 1! 1901#11-11i'1141TANctuAlik I let-117YA& a �- �# �� 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. 2 CONITRAM)R�R �GNATURE PE IT OFFICEU 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 Phone Contact for Permitting (813) 727-6072 1 1 1 1 1 1 L--j I a -1 a 2 11 a 1 i Owner's Name Ibian Beckham I Owner Phone Number 813-363-6847 Owner's Aciclress[]25 17f1a ? . � h��rhilTa, I� 33 42�� Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5525 17th St . Zephyrifills, FL, 33542 LOT # E= SUBDIVISIONPARCEL ID # I I 1 -26- -2-1-0010-140000030 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEWCONSTR[]E ADD/ALT = SIGN DEMOLISH El INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL .. . ..... .. ...... .. .. DESCRIPTION OF WORK I Replace Size For Size- NON -Impact. 13241.1, BUILDING SIZE SQFOOTAGE= HEIGHT1 I BUILDING $ 3,014.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R,E.C. =PLUMBING Is =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATIONIft 11 1 =GAS ROOFING 0 SPECIALTY OTHER FINISHED FLOOR ELEVATIONS i$ FLOOD ZONE AREA YES NO BUILDER 01 I fode," "a COMPANY Window kk' orld of'Fampa Bay, LLC' Ejjj�� SIGNATURE REGISTERED Y/N FEE CURRENT LY/N_j Address 10741 Endeavour N1 av 4C Seminole, F1, 33777 License# 1- I —SCIC13—151663 ELECTRICIAN COMPANY I SIGNATURE REGISTERED ---[��—Y/N FEE CURRENT License PLUMPER COMPANY SIGNATURE REGISTERED L:YIN FEE —CURRENT ----LY �Ik— Address License # MECHANICAL COMPANY SIGNATURE REGISTER �Y/N FEE CURRENT Address I License # OTHER COMPANY = SIGNATURE REGISTERED Y t N]FEE CURRENT If �N� Address License # 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 wl Silt Fence installed. Sanitary Facilities & 1 clumpster; Site Work Permit for subdivisions/large projects 513-78M020 City of Zephyrhills Permit Application Fax-813-780-0021 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 omer 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 contractorts) sign portions of the 'contractor Black- 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 enliftad to permitting privileges in Pasco County, TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Trans par' tation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or ex ' clansion of existing buildings, as specified in Pasco County Ordinance number 59-07 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 I Transportation Impact Fees and Resource Recovery Fees must be cold 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 WateriSeNver Impact fees are due, they must be paid prior to permit issuance in accordance with a ' oplicable 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 1, the applicant, have been provided with a copy of the 'Florida Construction Ucn Law—Homeovmers Protection Guide" prepared by the Florida Department of Agriculture w id Consumer Affairs. If the applicant is someone other than the 'ovineC, I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the 'owne('pror 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 .cork 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 jursdiction. 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, Weiland Areas and Environmentally Sensitive Lands, WaterAAlastawater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Watenvays. Department of Health & Rehabilitative Services/Enviro n mental Health Unit -Wells, Wastewater Treatment, Septic Tanks, US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the folloving restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone 'W 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 cornmencing 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, after, 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 or 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 exceect ninah, (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 OBTAIN FINANCING, CONSULT FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT Subscribed and sworn to for affirmed) before me this by Who isiare personally known to me or has/have produced as identification. _,mrnissi - 0 n Public Subs rib cswornt firm tp tad r m �aTO a 3J ASK Wh Isla or hasihave produced personally �kno-n to me ( a . denfification, .......... a "an Tic Notary Public Commission No. hyped, printed or stamped Rome of �Notary typed, printed or stamped V 3 Gabrielle E 5 an HH 129,3363 INSTR#2021218177 OR BK10459 PG241 1 page 1 of 1 10/12/2021 02:09 PM Rcpt: 2363789 Rec: 10.00 DS: 0.00 IT: 0.00 Permit Number Property ID Number NOTICE OF COMMENCEMENT State of Ron'd% County Of ;IG THE UNDERSIG ED hereby gives notice that improvements 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. I.Description of property (legal descripdo, P6 zV4 Lcl� -3 R 4 4 Olt _70D(, a.) Street (lob) Address: V- 2.General description of improvements: Replacement Window Installation. 3.Owner Information or Lessee Information If the Lessee contracted for the Improvement, a.) Name and address: 1Xqz b.) Name and address of fee simple till older (if different than Owner listed above) c.) Interest in property. 4.Contractor Information a.) Name and address: Joseph John Pogash 2010 20th Avenue Parkway Indian Rocks Beach, FL 33785 b.) Telephone No.: 89 Fax No.: (optional) 5.Surety (if applicable, a copy of the payment bond J4 attached) a.) Name and address: b,) Telephone No.. c.) Amount of Bond: 6.Lender a.) Name and Address A I if A b.) Telephone No.: 7.Person within the State of "Mi& lisig d.by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida 6UbAis*&-' g a.) Name and address: A b.) Telephone No: Fax No.: (optional) 8.&In addition to himself at hersoff; OvMr d"llpates of to receive a copy of the tie" provided in Section 713.13 (1) (b), Florida Statutes. b.) Telephone No.: Fax No.: (optional) 9.Expiration date of notice of con,upencerrie, M. (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 YWr from ft deft of riling unless a different date is specified) Under Denaltv Of Deriurv, I declare tbaU have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowtedg!;�A_'.,�'�,,� V (SignaSre of Owner &Gsee, or Owner's or Lessee's (Auittorized officer/DirectodPartnerfManager) (Print Name and Provide Signatorys'nVei0fte) The foregoing instrument was acknowledged before me this &N day of m 2021 by &-1Vn ickas Owner (type of authority, e.g. trustee, attorney in Net) for , as (Name of Person) (lips of aufftaft e.g. trustee, attorney in fact) for (name of party on behalf of whom instrument was executed) Personally Known Produced ID FX Type of ID ...... Driv ers License., Notary Signature. Print Name Ol 01 IWO1,77-7,57AM FLORIDA, THAT THE REV G{ A 15 T TRUE AND C RRE OPY OF R RO IN THIS CAN FILE OR QF PUBLIC V�iT1�E� �r1Y HAND AND �FF6IA�. EAT4 SAY CIF �1 Ai.VAf�EZa�t� , CLERK COMPTROLLER NIK DEPUTY CLERK BY— a L 'RIBILT-11AU Wail Thick- Roof HT- Sill- >�',�IEXP- 6 Wind MPH- Q� SLIDING PATIO DOOR ORDER FORM Window World of Tampa Bay - 10741 Endeavour Way #C Pinellas Park FL 33777 PO# FAX DATE:-, Customer Name Phone: -3) Phone: —7 Pr Address city Zfp FRONT IP Estimator: Phone. -7?,:-7- QTY MAN F MODEL I VINYL STD DLO OLD DOOR 1 TRACK SLIDE STACK FRAME GRIDS FLOOR KEYED GLASS ROOM ZONE HDR TYPE TYPE TYPE TYPE A-CJW # COLOR COST WIDTH X HEIGHT NUMBER OLOR COLOR LENGTH POCKET #TFMKS OX-XO S-R KD-W Y�,Ni 3 OPTIO1 LOCKm # LOC 4or5 FLASH EXT TRIM INSTALL WALL KD 10 fi fo LEE Is KD 2 x LEE KD 3 LEE KD 4 LEE KD 5 LEE KD 6 x LEE KD -7 N LEE KD 8 x LEE Z KD 9 LEE KD 10 X LEE KD I'-- LEE KD 13 LE, 1LSE 14 X NOTES: I acknowledge the Sliding Patio Door will be shorter and narrower than the opening, and the opening will be "Ducked" in with treated wood material and tr In er. The height of the sill will be approximately 211 to 3 1/21' taller than the floor. �Z� INIT 46 I certify the salesperson has explained and idLnfiffed each andevery abbreviation, term, and drawing on this pageto my full and complete understanding Including how each and every w rized, and warranted. OWNER DATE Whilte Cagy -Original Yellow Copy - custonor PAGE OF to 1 8 1r 1; a SOS E 2 14 ,r 1 10 BASOI 2 16 FEPOI IVIS 1 Ft 111212021 Florida wilding Code Online MIMI" 8CIS Home tog In User Registration % Hot Topics '. Submit Surcharge 1 state & Facts Publications ;' Contact Us CSCtS Site Map Unks %. Search Product Approval d , b 1 I or r� USER: Public User > " r 4...t� Kii?t..! S;L `._f3?S; n > ARR,6.Qa1,.' JW-tt > APPI"tion P?OW FL # FL132414R4 Application Type Revision Code Version 2020 Application Status Approved Comments public coer ment,speclfy PVC compliance to FBC requirement .09/17/20 Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 366-6922 East 291 jlathropcws.cc Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative .Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (35 ) 365-6922 Ext 291 Jlathrop@cws,cc Quality Assurance Representative Jay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (35 ) 368-6922 Ext 291 jlathropcws,cc Category Exterior Doors Subcategory Sliding Exterior [Door Assembl€es Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Marne who developed the Lucas A, Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date O7/21/2030 Validated By Steven M, Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) standard YAW AAMA/WOMA/CSA/101JI,S.2/A440 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https:Nttoridabuilding.org/pr/pr_app dtl.aspx?param= EVXQwtDgvRk6bsv 66FA °/o2be33nyHnul6ou7PYihJIN2 o2fmUpVY0%3d°load 1/2 Florida Building Code Online Sections from the Code Product Approval Method Method I Option D Date Submitted 08/08/2020 Date Validated 08109/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 FL # 1 Model, Number or Name 13241,1 SGD-8900 PVC Sliding Glass ocichr, Limits of Use Approved for use In 14VHZ.* Yes Approved for use outside "VHZ: Yes Impact Resistant: No s. Design Pressure: +N/A/ -N/A 'v 10 1 o . installation instructions EW MUM MA( Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes ti .la E"'D 9mmam ;: Eh2w_§2k02_LU1 The State of Florida is an AA/EEO employer. Ei±YaV_jL4tK= ;: .. R9ftj4]djjqtLr= Under Florida law, email addresses are public records, If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional malt, If you have any questions, please contact $50,487.1395, -Pursuant to Section 455,275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, KS, must provide the Department with an email address If they have one. The enualls provided may be used for official communication with the licensee, However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public, To determine if you are a licensee under Chapter 455, F.S, please click IISM. Product Approval Acceptlin M Im in gig M Credit Card Safe son= https:l,lfloridabuilding.orglprlpr�,app_dtl.aspx?param=wGEVXQwtDqvRk6bsvZ66FA9Q%2be33nyHnut6ou7PYlhjlN2Ufolo2fmUpWQ%3d%3d 212 g DOOR SLIDING 9,� GLASS �O r NON -IMPACT E E '- , THE PRODUCT F3H(ONN HEREIN D5 DESIGNED AND MANUFACTUREDI > € � MNDOW SYSTEMS O COMPLY WITH THE FLORIDA R4. R A NG CODE (FBC)CURRENT EDITION ION AND IS RATI ED FOR, 3USE, RJ THE HIGH VELCC# Y HURRICANE i 1900 SW 44TH A',£. ,Z.'"bNE (HVHZ). SCALA, , FLORIDA 3"74 i v'3'ww C'vvS..M 2 GLAZING OP`# iONS;. (SEE SHEET 2) ;.... ...... , ,. .... 1,90,12MAX, OVERALL WIDTH 3 APPRONSYJ%C7P+FIGU('ilIIIONS INCLUDE BUT ARE NOT f.IM11ED TO 8900 PVC SLIDING GLASS DOOR +I -` (BA:A WIDTH '5 A A SIGN PRESSURE RATING (SEE SHEET 2):PANEL ,.� MPACT GLASS i);hb -NEGATIVE (iESiGe`a` LOADS E#tk«aETrCld�. TESTET7 PRESSURE AND .... .. _ $ -POSITWE RESIGN LOADS BASED N,TESTED PRESSURE,AiA TER -ell � 2 � �; IN ILTRA I E EST E-85URE AND GLASS TABLES � LU 9 r MAX,� yy ECas 0. c PA E T�E x 1 E G � E�� i i�{ # BEEN ( EV '� `!`II�u 'ti4`iSEE w! z o z Z t-- � � � } � y k33 2 f-• ',C }ifERAttI, . PP %, 7'' DESIGNOF C3 ;:'}iFET 7 FOR ANCHOR �t'INDLOAir n3CHOR z! HEIGHT � ? AjLS, DURATION Fr TOR Co . 6 AS USED FO WOOD j, "� � ("' X 3" r Ei GLASS CALCULATIONS - Of 0 . .... DLO' Ai NOT APPROVED F<'t IMPA*•.CT RESISTANCE IMPACT f�%2f.3 ECTIVE wS� �, . � ��„ . ;,, v PANEL 4' 1%itvLL S z ', ;. SYSTEM I FEy£iil, w:a.,,} W WiND f353E1`.abv DEBRIS FdEGIw..Tv HEIGHT i7 FRAMES ARE PROCESSED AND SCREWS TOGETHER VENTS fC '"` z'. 0 0 qq : ARE FULLY WELDED�— A HE DESIGNATICIN XA,ryN.�D 0 STAND FOR (FIE FIN LOWING, X m OPERABLEV SASH - FIXED SASH '. �-- - 145 i $` X. OVE:2ALL WIDTH , , ..__ ,..= tC, At'a.LCStiTS APPLY TOA% L CTa�IF'"�;i?:+`ov'd5 IN �`"sR�3si.4t2 S141111J ,.fdYZZMAX, OWERALL WIDTH LOCATION.SECTION 5Id MAC dd€GfE'GLASS 4� 1�" MA,X, 4� i.� n. , D C H 114 WEEP S? OTS = 114' x 1-1f4"LOCATED 3'FR0?B BOTH ENDS..PANEL 201 rw� GLASSLiL OF MAX �L, Lucas TurnerOVE 2020,08.06 ��rtt►t��'� HEIGHT ORAL( . HEIGHT 14:52,46 MAX. g^ V h _05'0V FAt Et_ yp yA/y�ry(� 8A)5 2020 SIGH _7t " 93' s c GLASS MAX, DLO PANEL __ .7( GUA4 DLO s_UCASA, TURNER, E HEIGHT HT FL E � 51201 2428 d Aca cE ,z T rc Tr .. 9 -I. ? Camden 4O 38320 PH, 94,1 3i0-1574 GENERAL NOTES AND TA&E OF CON TFNT S ION ELEVATIONS GENERAL NOTES & . . t MAX.SIZE DESIGN PRESSURE TINE IMPACT RATING m4 cEA.cztG�rAIus�.c,P CwATar ;� SE TION IEWS : -4SEE COMPARATIVEANALYSIS .. BONI & EXTRUSIONS . 5 �,a3'¢ �I ANCHOR w`T. HEiDkitE S t' 07ES, f T^ CHART, �i"'+f i � �I � i � SHEET S:.�Y�''L J-fr�v 'ci' MAX. OF FOUR (4) FALL€ELS S5 ALLOWED AS LONG AS WEIRS(.'rLtAL PANELS DO, NOT EXCEED PANEL SIZE AS SHOWN. y� Width 95.5 91 109 126 145 118 142 190 !12 ( Wlmtxyw w.-TvId Panel size 4&625 k;:*M5 X625 42.25 48.625 30.625 36.625 !2:5:::j 48-625 -U,—jt ra�tion oxxo oxa OX0 O t 0)0v 0)m ovo O)Msou a sT ACE OMA, FLOFJDA 34474 www,cvis,v_ Height Glass Type —85— —A -72/+60 -M+60 -90060 -82,21+LO -721+60 -9w+60 -901+60 -82,21+60 -721+60 -W A -90/+60 -81P3f+60 -78A/+60 -68,51+60 -90/+60 -6&5f+60 -90/+60 -8731+60 -78A1+60 -6&& 8900 PVC SLIDIN A -9D/+60 -801+60 -71,6/+601 -64/+60 1 -90/+60 1 -M+60 1 -71.6/+601 -464/+60 -901+60 +60 -71.6/+60 -"+60 GLASSDOOR 196 tEA NON4MPACT < '35 0 u, 0 Z0 6, Wit 9� ER 2 Z 0 5-; >, 0 = 3: 5 1' OVERALL Z Z �j ; Z Z'16' TE"PEPED 5/8' AIRSPACE < zo < 0 Lu p- 0 K t Z > 3116" TEMPERED Lu 0 ur OUANEX DURASEAL or, Zu- tt' w f cr, CARDQ-j YNAL XL EDGE or. 0 rj v- 0 KODISPACE 4SG TPS La a B.G. SPACER SIKAFLEX 5520R. PURFECT GLAZE -H- V, 13,11 6' GLASS BITE No, 58201 X STMOF Z M512020 LUCAS A. TURNER- RE FL PE A 582,01 2428 Do,' NAu Trc T, Carr, lon, TN 38320 PH, 341-380-1574 Joe 0 MAX. COMPARATIVE ANALY JSER POSITIVE OP AGLA71NG DETAI p LENNE 60 DRAIIIINIII AND 0 GLASS TYPE A 1737 60 ADE INSTALLATION IT' H NO SILL RISER RE v ALL(MED ONLY WHERE WATER CWS496 D NOTE IF SIZE IN"TENDED IS NOT SHaWN, USE NEXI LARGER SIZE, INFILMATION RESPSTANCL IS NOT �YCW SH I EEI REQUIRED. 2 OF 7 SEC'RON itWW S-B SECTION VIEW A -A 8900 PVC SLIDING GLASS DOOR Z A 0_ v��E �< Z Z I- . sfx � r- cn c�: 91 z Ra' 200Z- w rt; ua� 00cer�nnutulus Z ua C cn 0 �C � IX 8/0512020 i LJ AS A.TURNER, P.E. EL RE #1 58201 2428 Wd Natchez T c Tri C am.,den, TN 38320 PH„941-380-157A. ILL PJSER POSITIVE SECTION VIEWS ffi NONE 60 o"o 6-0 ADE INSTALLATION WITH NO SILL RISER �c _ -- ALI_O ED ONLY WHERE WATER C'dYS-4 C D INFILTRATION RESISTANCE IS NOT REQUIRED. s"ca€- SHEET 1-2,67 3 OF- 7 i_ SECTiON VIEVV C-C SECTION V�EW DDI NOTE VERTICAL SECT iON SWILAR FOR ALL WNRGURA NONS, SEE SHEE1 3 lW00 SW 44TH ANIE, OCALA, FLOROAMA74 www UNS cc 8900 PVC SUDING GLASS DOOR NON -IMPACT W05/2020 Ur -AS A. TURNER, RE, Ft. PE * 58201 2428 C4d Natchez Trc U Cafndpr, TN 38320 PH, 941-34W-1574 SECTION MEWS oxo & ox ADE I ilf-301 J9 vc� i RE CWS-4,96 I. 0 12.53 4 OF7 3 13 ASTRAGAL H-6043 518' 4 AT' RfUNFORCELAE,W S-1726 NOTE: ALL ALWAINUM EYTkUSIONS AFRE 6ffi3-T6 UNLESS OTHERfflSF NO-ED, I V8' va" P",/C OUTER FRAME H-6042 I PAD PANEL iNTERLOCK H-603-4 REINFOIRCEWENT 5-1775 PVC PANEL INT , ERLOCK H-6033 2 11116' REINFORCEAVENT H-1 993 2' 2 1,116' 25 /8' Lrf rIXED PNL CLW NXED P',14 COVER S-1597 2 1 V116' VILL THRESH COVER 1764 3 '9,116' PAC PANEL LOCKSTILE H-6032 2 1,1'8* - L414i ROLLER TRACK S-1655 3 316" PVC WERLOCK SNAP H 6�0 1,15 2 1116' PVC SCPFEN TRACK S-6041 rlXElDPp. LSUPP0Rll 1722 k� FRAME CORNERS SCRONED TOGETHER 1:10 VENT CONSTRUCT fON, VENTS FULLY WELDED 1110 7/16" Ile, PVC GLAZING BEAD S-6037 2 1-4/16' 111611 HIGHRISE S 7 3 7 2 1 1W 1/16' PVC TRACK RLLER S-6040 19M SW 44TH AVE 0�_ALAFLORJOAJ4474 W"i c"NsIll; I= < ux'zoz X--t Z; . ZX2<xujoc ci 0r-od<=J_5 um�- G-Pwa z z 'o- g! l< < 0 ol w a. 0 =,> 8 x W w j., , V f- a or rL LUCAS A- TUPNER, P.f FL PE f 5820, 2428 OW Nstd�ez Trc T Carmcem, TN 3P320 PH. 94,1-380- 15 74 BOM AND EXTRUSIO ADE lo/W( N ;RFV CWS-496 1) SHEE' 12 5 OF , 18- L-'AX' 0, a (Typ') 6 MAX (TYP.) 6- MAX. (-I YR) MIAW, Oc ITYR) INSTALLATION ANCHOR (T';P-) 1,!�W SW 44THAVE, OCALA, FLORIDA 34474 VINTA", CINS'Cc 8900 PVC SLIDING GLASS DOOR NON4MPACT A, z 3: -C 06 < Z7 P y" 0 Ej A, Z' �z 3: z! z m 1, < CS, oil 0'r" Z- 1- 0 CL W,Z, Z -0 - T 'A z 1 cr X (r, 0 u" W, w uj 0 a, T Q� uj IL or ?I NIN Oil, No, 58201 OF ot- NOTES till IAt 1, 114STALL TWO ANCHORS AT EACH INSTALLATION LOCATION SILL AN' CHOR SPACING SAME AS HEAD, 2, SHIN AS REQ AT EACH INSIALLATfON ANCHOR UStNG LOAD SEARING SHIMS& MAX ALLOT ABLE Scjffvl STACK TO BE 1!4' USF SHINS WHEISF SPACE GREATER THAN 111FR5 PRESENT LOAD BEARING SHROS SHIALL 6F CONSTRUCTED OF HIGH DENSITY PLASM OR BE TIER. WOOD SHIMIS ARE NOT ALL OWLD 3, ANCHOR TAPE. SIZE, SPACING AND EMBEDMENT SHALL BE, AS SPECIFfEDPq THESE DMAONGS. SEE TABLE 9, Z-HEET 7 LUCASA, TURNER, RE. 4 ALL INSTALLAT ION ANCHORS MUSI BE MADE OF OR myrECTED %WTH A CORROS*N RESISTANT MAI ERIAL OR COATING, MSSHMILAR fAE1 ALS OR MATERA,L 9 10 CONTACI MTH PRESSURE TREATED A1000 e,AJSI FL BE # 5820 1 BE PROTECTED TO PREVENT REACTION 242E 0I-.N-atrtpz Trc Tri I IN SUBSTRATES'AFiTH STRFNGTHS LESS THAN THE RININILAA, Carneen, TN 38320 5, INS ANCHORS SHALL BE IN ACCORDANCE VSTH ANCHOR f�4ANUFACTL,�F�,ER'S;�4STALLAT�ON tINSTRUCTIONS AND ANCHORS SHALL NOT BF t�-%ED PH, 941,380-1574 SPEC FIED IN TABLE 1, SHEE - 7 's4--e- ckgrRip"HON 6 I-AICHOP EPMEDMENT TO SUBSIRATE SHALL BE BEYONDWALL DRESSfNG OR STUCCO FOP, C(YNCRET EfCPAUOPENINGS, E10BEDOEN1 SHALL BE BAYOND 't,1,JC010 BDLxS, iF USED #NTO SUBSTRATE - !X BUCKS ARE ANCHOR SCHEDULE AND OPI IONAL NOTES 7 A MRAIUM CENITERJO-CUNTER SrACING SHYLL BE MAINT/uNED BETWEEN Aut FASTENERS 2-71161 FOR MASONRY, 2'FOR FIXED PANEL CLIPS (ALL SUBST-Wi, ES), 1' FOR VV('00 AND OFA-' 8 WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERI-Y DESIGNED BY THE AFICHITECT OR ENLANEER OF RECORD AND 3NSIALLED TO IRLANSFERWIND LOADS TC) THE STRUCTURE ADE 10/30109 MCI V SUBSTRATES SHALL MEET I HE PAWMIUM S TRENGTH REQUIRENtE NTS AS SI W)ANNHN TABLE1. S;HEE 7 CONICRETE ANA fNASrjBRY .0 BS TRAT FS MXY NOT B ACKE ClAIS496 D 9 SE AND FLASHING STRATE(BES FLO OVERAI-L WATF R RESIA �SI-4CE OF iNSTALLATION SHALL BE D014E EWOTHERS FCX-LOWff'4G THF CURRENT VERSION Qf- THE ,RE FHR ENCE DOCUMENTS FMA;'AA,t,4,A!C,O(F-it-,,'WIND(Y,,IVS) SHEEFT 1,25 6 O7 TyPiCAL HEAD ANCHORAGE 2 7116' WJN, EDGE DIST. SEE TABLE I TABLE I MIN- EINBEDME-Nff SUB RATE BY OTHERS i�/,X, I SEE —Xx"Xil�, li K11), SEE TABLE I PERIMETER SEALANT If4' MAK SHIM BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE I PERIMETER SEALANT BYINSINLLER INSIDE, AND OUT DO NOT COVER WFEP HOLES MIN. ENIBiEDIVEN1 SEE TABLE I SUBSTRATE BY OTHERS SEE TABLE 1 L SEALANT UNDER SCREW HEAD BY INSTALLER MIN. EDGE DIST. SEE TABLE I ;l A VERTICAL, SECTION 7 4Rb'�i,6RAGE MIN. EMBEDMENT SEE TABLE 1 EHEE114' MAA_ SHIM, INSTALLATION ANCHOR SEE TABLE 1, PERIMETER SEALANT BY INS TALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE I B', W)RIZUKTALSECTION L JAT 'to WSTALLATrJN ANCHOF SEE TAPE I T),lY0 ANCHORS PER FIXED CLIP THROUGH PRE -DRILLED HOLES IVAK OG, RXED PANEL CUP NOTE: CUP ANCHORS MUST BE LOCATED A MIN MUM DISTANCE OF 3' ROMANY MAIN FRAME ANCHOR, FiXED PANEL CLIP DETML NOTE. 'IXED PANEL CLIP ANCHORS 04TO W,Y,,)D OP. NIETAL SHALL FOLLOW THE ANCHOR TYPE, ANN EMSEDIAENAND MIN, EDGE DISTANCE LISTED N TABLE 1, 2 71116' SUBSTRATE LICY OTHERS SEE TABLE I KAIZON I AL SET- TION Z da.N 6p ,E 1900 SVV 44TH AVE W>LA, FLORIDA 34474 )NWw,Cv4s,oC 8900 PVC SLIDING GLASS DOOR NON PACT -A Z < wdz w Q ZI 'z T lF < zt, Z341-z�- 0 Zf td z :71 <1 0'u 0 , <1 CC z 0P 2 9 Si 'o 0si z owww ll� tr cc x 0 q-, C, Lu r w, u, A 8105/2020 LUCAS A, TURNER, P.E. FL PE # 58201 2428 Old Natdhez Tm Tf Ca don, TN 38320 PH, W41-380-1574 INSTALLATION DETAILS vvN ffy DATF ADE 101,30/09 CWS-496, D CAz E SHEET 1-25 7 OF 7 2428 Old Natchez Trace Trail Camden, TN 38320 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 496D August 04, 2020 Produet Description: Series 8900 PVC Sliding Glass Door, Non -impact, 4'x8' nominal panel size, 3/16 Tempered -- Air — 3/16 Tempered glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44"' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 6 1 G20-3.005 (4). This product complies with the requirements of the 7"' Edition (2020) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, PE, at 2428 Old Natchez Tre TrI, Camden, TN 2) Approval drawing CWS-496D, signed and seated by Lucas A. Turner, P,E, 3) Test Report NCTL-210-3614-3 and -3A, National Certified Testing Laboratories, Orlando, FL, with test completion date 06/15/2009 a. Testing Performed: 'rAS 202 1994 (Full 202 performed on 3 identical specimens of 190 1/8" x 95 1/2" size OY.XO with Design Pressure +/- 60 psf) b. Testing Performed: AAMAIWDMA/CSA 10l/1.S2/A440-05 4) Supplemental Cities, to support CWS-496D, signed and seated by Lucas A. Turner, P.E, Installation: Units must be installed according to approval document CWS496D. Limitations of Use: This product: • May be used with door heights up to 95_1/2", with 45 5/8" max. panel widths and 41 1/2" x 85 7/8" max. glass DLO sizes • Achieves the design pressures shown in CWS-496D • Is non -impact resistant and requires the use of shutters in windborne debris regions ® May be used in the High Velocity Hurricane Zone • Requires 3/16 Tempered — Air — 3/16 Tempered glass minimum • Requires Quanex or Veka white rigid PVC framing per Miami -Dade NOA 17-0206, 101 or 17- 0228.041 't I have evaluated fanning materials in these Quanex and Veka NOAs and find that they comply with the requirements of the 7"' Ed. (2020) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a finan cial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. %.0\V t I I t I I I 'CfS A. 71j, N, Lucas Turner 2020.08.06 4 No. 5820, t: 0* fa It 41— 08/04/2020 15 :03:56 0*—. Lucas A. Turner, P.E. 050 STATE OF Ao FL PE #58201 W1 till\