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18-19563
CITY OF ZEPHY9H(LLS 5335-8TH STREET (813)780-0920h:_ 19563 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 19563 Address: 39353 5TH AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: ZEPHYR HEIGHTS Est. Value: Parcel Number: 12-26-21-0040-00100-0210 Improv. Cost: 15,851.37 OWNER INFORMATION Date Issued: Name: TOBEY ALEXANDER Total Fees: 180.00 Address: 39353 5TH AVE Amount Paid: 180.00 ZEPHYRHILLS, FL. 33542 Date Paid: 4/13/2018 Phone: 813-602-8556 Work Desc: REPLACE 11 WINDOW & FRNT DOOR S/S CONTRACTORS APPLICATION FEES SEARS HOME IMPROVEMENT PRODUCTS BUILDING FEE 180.00 1 Ins ections Required FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY- PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC, 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits 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 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. O TFa&Q IGNATURE PERMIT OFFI69R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813780-0020 City of Zephyrhilis Pen-nit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting • Ownees Name (exa.,der —tabcv owner Phone Number Owners Address 13 .3 S J F Owner Phone Number So o Z- S�3-6 Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS A LOT 9 SUBDIVISION ' PARCEL ID#F/ZZ021 00Y000100 0-21C (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEWCONSTR ADDIALT SIGN Q Q DEMOLISH R INSTALL REPAIR PROPOSEDUSE Q SFR F-1 COMM OTHER TYPE OF CONSTRUCTION BLOCK [J FRAME Q STEEL DESCRIPTION OF WORK 060r. Foe .5;r-e BUILDING SIZE SQFOOTAGE= HEIGHT I I a III . . . . 117"ClIrTIT" Pal ILDING 5-1 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY = W.R.E.C. =PLUMBING 1$ 1 11, 11 ]MECHANICAL 1$ 1 VALUATION OF MECHANICAL INSTALLATION 0 =GAS F-1 ROOFING 0 SPECIALTY= OTHER FINISHED FLOOR ELEVATIONS II FLOOD ZONE AREA =YES NO . . . . . . . . . . . . . . . ... . . . . . . . . 1011) -7- -7 BUILDER /Xi/0101ANY SIGNATURE REGISTERED I YIN FEECURRM ffYIN Address -c-.A-4 4 o License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License#F— PLUMBER COMPANY SIGNATURE REGISTERED I YIN FEE CURREN LILN_J Address License# MECHANICAL COMPANY = SIGNATURE REGISTERED I YIN FEECURREN YIN J Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN YIN Address LIcense#F_ 11111111111 [ 11 It I I I If I if 111111111111111 [ 11 fill III IIIIIIIII IIII I III I I lilt [ if 11111111 If I RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans:(i)set of Energy Forms;R-O-W Permit for new conshuction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Slit Fence installed, Sanitary Facilities&I dumpster,Site Work Permit for subdivislonsfiarge 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,Storrnwat6r Plans w/Silt Fence Installed, Sanitary Fadlitles&1 dumpster.Site Work Peffnit for all new projects.Ail commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans, PROPERTY SURVEY required for all NEW construction. . . . . . . . . . . . . . . . DIrE;#V Fill out application completely. Owner&Contractor sign back of application,notarized It over$2600,a Notice of Commencement Is required. (A/C upgrades over$760D) Agent(for the contractor)or Power ofAttomey(for the owner)would be someone With notarized letter from owner authorizing same OVER THE COUNTER PERMITTING. _...(copy of contract required) Reroola If shingles Sewers .Service p U grades A/C Forces(plot/Survey/Footage) Driveways-Not over Counter if on p6611a m6dways,.needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit maybe 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'prlor 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 1, 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 1 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 WTAIN FINA CING,CONSULT WITH YOUR LE AT R ORE RECORDING YOU TICE OF MMEN6E T. FLORIDA JURAT(F.S.117. OWNER OR AGENT CONTRACTOR Subscribe an sworn to or a erne a are me Sub ribe a� vom to(or are ba me is l 2� S pa / by ��ti:/ C yPJ 3 so by Gil t� ZP� Who islare pe me or ha ave produced o I re e n to me or haslh a produced asidentification. h/tI✓ �'/C" R�4'a��asidentfication. dublic Notary Public Co mission No. © Commission No. Na o q may, ed �t d of rd RUFFELL DEBRAELAINE RUFF .P.;;yaGc �4. •:��; ELL Commission#GG 045343 =_Commission#GG 045343 Expires November 7 2020 Expires November 7,2020 Bonded Thru Troy Fain Insurance 800.385.7019 -%� °."••' Bonded Thru Troy Fain Insurance$00.385.7019 , illlllllllllllllllllllllllllllllllllllllllllllllllllllllllll 2018053896 P-ana Number Parcel to Number I Z 6 ^'z 1 004(,0_&lo 1 0 1 iD Rep t:1944817 Rec: 10.00 DS: 0.00 IT:, 0.00 N 0 T I C E OF COMMENCEMENT 04/02/2018 K. K. , Dpty Clerk Slam of Florida Cou n ly PcIfe-0 THE UNDERSIGNED hereby gives notice thal'oriprovements will be made to certain teal oioptny.and irs a"--Ordance with 5&mfor, 713 13 of the Florida Statutes.the following infam alion is Provided m this,NOTICE OF COMMENCEMENT I.Description of property(legal d escription): 7=<44?4 �s - F1115 AIV%17 ^ a*I Street(job)Address- 3911 M16 1 115 Ft 2.General description of improvements: — I I 771m_ 3.Owner information or Lesssie.mlormat' 0 the Lessee contracted for the improven' a '� 7,—Aev Rl' - _ W , a)Name and address. Ze hi b)Name and address of tee simple filiefictIder(if difieterifthah qrner bled above) c)Interest in property- - it 4.Contraclor Information a)Name and address. SEARS HOME IMPROVEMENT PRODUCTS,INC.;1024 FLORiDA CENTRAL PARKWAY,LONGWOOD.FL 32750 : b)Telephohe No.: (407)551-6000 Fax NO.:lopbDnah- (4 07)767-P536 5.Surety(if applicable,a copy of the payment bond is aftachO 8)Name and address: PAULA S.O'NEIL,Ph.D.PASCO CLERK & COMPTROLLER , BK01897 01 fin b)Telephone N044Ro.: PG 2732 0 c)Amount of Bond: S 6.tender a)Name and address.- b)Telephone No.: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13(1)(a)T.Florida Slaitites: 8)Name and address- b)telephone No.. Fax NO_(optional) 8.z.In addition to himself or herself,Owner designates Of to receive a copy of[he Lienor.sholice as provided in Section 713.13(1)(b),Florida Statutes., tiftorte Number of Person or entity designated by Owner 9.Expiration date of notice of commencement(the expiration dale may no[be before the camp N-ion of construction and final payment to the Contractor,but will be I year from the dale of tecordinii unless a different dale is specified): WARNING TO OWNER:ANY,PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMIEWTFiATRE� CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713.PART 1,SECTION 713.13,FCbR.IAA STATUTES,AND CAN RESULT IN YOUR I PAYING TWICE FOR IMPROVEMENTS-TO.YOUR PROPERTY.A NOTICE OF COIAME14CEMENT MUST-BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare[hat I have read the foregoing notice of commencement and that the facts stated!herein are Inie to the best of my knoidedgynd belief.5 .Ile A (Sign3ift of owner or Losses,br Dom-,I to Lessee's(AtOonzed Ol5C9r19'rtMl;P30WAJ2nB9elj iP.ini Nome and Pto-4dtSlgn2LDFY*STIPEP.) ir.EI clas!of A;F61anop by as it;ae a:iuwwi.e.gotfimi trustee.anomev m tacit for INaMe Of Person) fire at atroutay....e.g,01ACel.ULSTE-e 0110Mey jn;ZCIJ fill (name of party or,behalf of whom instrurnerri-.wab execulLd) P,Djuc&j Io g!Type of ID / - ---t4olaly sicnalule /1' pn name q 713 e)All� 6 0 nil Gene C. Andrem COMMISSION#FF125207 0 EXPIRES, May 21, 2018 STATE OF FLORIDA,COUNTY OF PASCO .� ►3r�;r�� THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND AND OFFICIAL SEALTHIS Jr, DAY OF ? 2 PAULA S. O'NEIL,CLERKCOMPTROLLER BY DEPUTY CLERK 42 ,�, Searms wEnTHEIRBEBTERTall Basic Window&Door Product larder Form Please make photocopies of thisform for future orders. DATE 3-28-18 STORE/BRANCH-Tampa Joss 23534884 JOBNAME TOBEY CONTRACTOR NAME tCONTACT FORM COMPLETED BY Vanessa Nedd 'ALL UNITS OUTSIDE LOOKING • Catalog . product SERIES COLOR .8A'SIC:WINDOW;57YLES ::`: `GEOMETRIC?SHAP.E53;s 6 '' PATIO,DOORS":: h ;" :PLAT ED LOCKSETS `'' GRID LOCATION 9900 MAX WH White DH Double Hung HR Half Round KD Unassembled,Standard A All 7700 PLUS TN Tan SH Single Hung' HL Half Round w/Leg AS** Assembled AB Antique Brass B Bottom CY Clay DS 2L Double Slider EB Eyebrow SD Sidelites BB Bright Brass E End 5400 GOOD WG Light Oak' EV End Vent 3LSlider EL Eyebroww/Leg (PDI) (PDR) TR Transoms ❑❑ ❑� T To DO Dark Oak 2 RH Right-Hinged Casement a QR Quarter Round BZ Bronze P WO White Oak' LH Left-Hinged QL QuareterRoundwlLeg C tenter ORIE4!lALUE 9 CH Cherry NH No-Hinge Casement` FC Full Circle For"AS"Patio Doors SN Satin Nickel L Left 5068&6068 ONLY GT Gothic R Right MP Maple' AW Awnings g 64-40 HX Hexagon XJrO O1}( 40-60 MR Mesa Red 8 BIN BasementWindow6 OC Octagon Please Specify HG Hunter Greene PC Picture Window OV Oval PDL(LeftX)orPOR(RightX) "GRID PATTERN GRID.COLOR' Applies to Double Hung& ET Earth Tone GW Garden Window° PG Pentagon Single Hung only BRW Brown BAY Bay Window TR Triangle X=Operating O=Stationary COL Colonial WH White BRZ Bronze' BOW BowWlndow TZ Trapezoid PRA Prairie TN Tan CAULK 0Painta61i', 1i00Sbstticoni .:COIL ACCESSORY ITEMS ";INSULATION DPRA Double Prairie CY Clay PER Perimeter BR Brass NO.OF TUBES 1 1 NO.OF ROLLS ITEM NO. QUANTITY NO.OF ROLLS WG Match Finish OPER Double Perimeter COLOR WH COLOR COLOR WH Please sepcifyPCorFT 16Rolls/Case,100ftperRoll GLASS GRIDSPATi •�••• OPENING QTY. SERIES ORIEL STYLE WIDTH HEt6HT COLOR DEDUCTS DP TEMP.s 085. - PATTERN LOC. COLOR Vt Hs .POIf 'LOCK=" SCREEN FACTORY - TOTAL VALUE PAR SETS F/H MULLED 1 8800 DH 105 50 JWH 40 F 1 8800 DH 52 48 WH F 2 8800 DH 36 48 WH 45 F 3 8800 DH 52 25 WH 35 F 1 8800 DH 35 25 WH 45 F . 2 8800 DH 72 49 WH 40 F 1 8800 DH 26 25 WH 35 F COMMENTS: Standard features will be chosen unless otherwise noted. 3 Requires additional lead time. 17700 products only. windowTotal:For Mulled Units,count each Individual window in the unit, "Optional assembly—available on 5068 and 6068 only. _"Only on 7700 products,requires 1"I.G.unit. 15400 products only. Standard Grid Pattern most logical for unit size. S Please specify grid pattern. $Available on Exterior only. NUMBERTOTAL OF •• 11 'Available on 7700 products,interior only. TOTALOF •DOORS TOBEY 7..�1 ,+,...,j. 1._.a{ J. I 1 I : f! I" 26W X 25H I. l 72W X 49H a TL , 72W X 49H , Fu � I I i . . KIT i ,- _ 2W - _ - I .L. ^� , r 1, , 25H k , , BEDRM 36W X 48H 1 2 I BEDRM 5 X ' I 63 W 2 H ::`:, 3'�'. , '• ;;; � � —- - , ..,.,,. i._G..-:. .�._ r— -I - I, - i - .'1 ' .t__I a., ...j .I_..,...i_.,...,..i.____i. .�i.�—j -- ._L_ _, ' i 1 jilr i. BED ; . ._;..I I I ;, RM l i 1 { ^ i. i I" i LR OFFICE i � .. , , i j THIS i DO NOT DO S - , f 1 36W X 48H BATH { I � 3 i WINDOW 1 . C , 52W X 48H 105W X ! _ Snt 35W X 25H 52W X 25H I.. , , I I i i I r ioriaa tsuuamg Loae umme rage i or�+ .N I o P • 1 0 • s 0 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map Links Search Florid a (1 r:Q Product Approval ® )USER:Public User �t< 8 L m Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# FL15816-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Wincore Window Company,LLC Address/Phone/Email 250 Staunton Avenue Parkersburg,WV 26104 (304)485-7460 Ext228 mreed@wincorewindows.com ALL WORK SHALL COMPLY WITH PaEVAILIN Authorized Signature Vivian Wright CODES FLORIDA BUILDING CODE, rickw@rwbldgconsultants.comWTIONAL ELECTRIC CODE, Technical Representative Mike Reed AND THE CITY OF ZEPHYRHILLS Address/Phone/Email 250 Staunton Turnpike ORDINANCES Parkersburg,WV 26104 (304)485-7460 Ext 228 mreed@wincorewindows.com Quality Assurance Representative Mike Reed `/� Address/Phone/Email 250 Staunton Turnpike REVIEkN' DATE 11 E l Parkersburg, CITY OF ZEPHYRHI'LLS (304)485-7460 60 Ext Ext 228 m reed @wincorewindows.cF AIaNI,9 EXAMINER l Category Windows L Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan].King,P.E. 0 Validation Checklist-Hardcopy Received Certificate of Independence FLIS816 R8 COI (a)Certificate of Indeoendence.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSA301/I.S.2/A440 2005 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQWtDquegl%2bT71%2... 4/2/2018 r ionaa x5miaing t-oae unnne rage z of 4 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/20/2017 Date Validated 08/03/2017 Date Pending FBC Approval 08/07/2017 Date Approved 10/10/2017 SurnmarV of Products FL# Model,Number or Name Description 15816.1 a.8400 Series Vinyl Fixed Window Extruded PVC Fixed Window with"Non-Impact"Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ:No FL15816 R8 II (b)Inst 15816.1.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15816.1 for Design Pressure Ratings,any FL15816 RB AE (b)Eval 15816.1.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15816.2 b.8800 Series Vinyl Fixed Window Extruded PVC Fixed Window with"Impact"Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ:No FL15816 R8 II (b)Inst 15816.2.odf Approved for use outside HVHZ:Yes Verified By:Lyndon.F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15816.2 for Design Pressure Ratings,any FL15816 R8 AE (b) Eval 15816.2.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15816.3 c.8800 Series Vinyl Fixed Window Extruded PVC Fixed Window with"Impact"Insulated Glass- (Geometric Shape Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15816 R8 II (b)Inst 15816.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15816.3 for Design Pressure Ratings,any FL15816 R8 AE (b)Eval 15816.3.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15816.4 d.8800 Series Vinyl Fixed Window Extruded PVC Fixed Window with"Impact"Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS816 R8 II (c)Inst 15816.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15816.4 for Design Pressure Ratings,any FL15816 R8 AE (b)Eval 15816.4.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15816.5 e.8800 Series Vinyl Fixed Window Extruded PVC Fixed Window with"Impact"Insulated Glass- (Geometric Shape Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15816 R8 II (c)Inst 15816.5.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15816.5 for Design Pressure Ratings,any FL15816 R8 AE (b)Eval 15816.5.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes jamductjLarticulars. 15816.6 f. /9900 Series Vinyl Fixed Extruded PVC Fixed Window with"Non-Impact"Insulated Window Glass http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueg1%2bT71%2... 4/2/2018 rionaa tsunaing uoae urume rags ul�+ Lim' of Use stallation Instructions Approved for use in HVHZ:No L15816 R8 II b Inst 15816.6. df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15816.6 for Design Pr Ratings,any FL15816 R8 AE (b)Eval 15816.6.pdf additional use limitations,install " nstructions and Created by Independent Third Party:Yes product particulars. 158 g.400/500 Series Vinyl Fixed Extruded PVC Fixed Window with Nailing Fin"Non-Impact" Window Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ:No FL15816 R8 II (b)Inst 15816.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15816.7 for Design Pressure Ratings,any FL15816 R8 AE (b)Eval 15816.7.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15816.8 h. 5400/5400S Series Vinyl Fixed Extruded PVC Fixed Window with"Non-Impact"Insulated Window Glass Limits of Use Installation Instructions Approved for use in HVHZ:No FL15816 R8 II (b)Inst 15816.8.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15816.8 for Design Pressure Ratings,any FL15816 RS AE (b)Eval 15816.8.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15816.9 i.5400/5400S/7700/9900 Extruded PVC Fixed(Transom)Window with"Non-Impact' Series Vinyl Fixed(Transom) Insulated Glass Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15816 R8 II (b)Inst 15816.9.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15816.9 for Design Pressure Ratings,any FL15816 R8 AE (b)Eval 15816.9.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15816.10 j.5400/5400S/7700/9900 Extruded PVC Fixed(Casement)Window with"Non-Impact" Series Vinyl Fixed(Casement) Insulated Glass Window Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS816 R8 II (b)Inst 15816.10.pdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15816.10 for Design Pressure Ratings, FL15816 R8 AE (b)Eval 15816.10.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15816.11 k.400/500 Series Vinyl Fixed Extruded PVC Fixed(Sidelite)Window with"Non-Impact' (Sidelite)Window Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ:No FL15816 R8 II (b)Inst 15816.11.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15816.11 for Design Pressure Ratings, FL15816 R8 AE (b)Eval 15816.11.0f any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15816.12 I.5400/5400S/7700/9900 Extruded PVC Fixed(Sidelite)Window with"Non-Impact' Series Vinyl Fixed(Sidelite)Window Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ:No FLISS16 R8 II (b)Inst 15816.12.01' Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15816.12 for Design Pressure Ratings, FL15816 R8 AE (b)Eval 15816.12.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. Back Next http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueq 1%2bT71%2... 4/2/2018 O� !rr 96"MAX O.A.FRAME WIDTH ' 90.63"MAX.D.L.O.WIDTH tD: 'WINDOWS&DOORS ':,'�)••. Z 250 Staunton Turnpike,Parkersburg,WV 26104 r!!!j .•• 00 n � � N 0 AN t•\ $c 9 C W a. 7700/9900 Series a N m a a a � � o ? 9 Z Vinyl Fixed Window ci 'NON-impAcr, �z Id w O J 4 GENERAL NOTES \ w O N �In o Uv�a LL 1. This product has been evaluated and is in compliance with the 6th g Edition(2017)Florida Building Code(FBC)structural requirements Q a a y excluding the"High Velocity Hurricane Zane'(HVHZ). "`MAX MAX s' .; ` DESIGNPRESSURE(RSFjr ? Y Y m 2. Product anchors shall be as listed ands aced as shown on details. �tski.T DfMEN510+{ K, p Anchor embedment to base material shall be beyond wall dressing LD la a or stucco. 60.0"X 48.0" 54.63"X 42,63" Gt,G4 +50.0 -50.0 n a v N N Z 3. When used in areas requiring wind borne debris protection this 53.0"X 53.0" 47.63"X 47.63" G1,G4 +50.0 -50.0 $ product is required to be protected with an impact resistant covering 8 w a o that complies with FBC Sections 1609.1.2&R301.21.2. 72.0"X 50.0" 66.63"X 44.63" G1,G4 +40.0 -40.0 i y w 4. For 2x stud framing construction,anchoring of these units shall be the 84.0"X 40A" 78.63"X 34.63" GI.G4 +35.0 -35.0 a o vi some as that shown for 2x buck masonry construction. o 0 0 5. Site conditions that deviate from the details of this drawing require 60.0"X b0.0" 54.63"X 54.63" G1,G4 +35,0 -35,0 ¢ Z further engineering analysis by a licensed engineer or registered 84.0"X 63.0" 78.63"X 57.63" G2,G5 +50.0 -50.0 n Z architect. o N o 0 76.0*X 72.0" 70.63"X 66.63" G2,G5 +50.0 -50.0 z TABLE OF CONTENTS N z a SHEEN DESCRIPRON 84.0"X 66.0" 78.63"X 60.63" G2,G5 +45.0 -45.0 4130113 1 T tcal elevations,design pressures and general notes scut N.T.S. ° 2 Horizontal cross sections 78.0"X 72.0" 72.63"X 66.63" G2,G5 +45.0 -45.0 DWG.BY. JK m 3 Buck anchoring cws.ar: LFS 3 g 4 Frame anchoring 9b.0"X 72.0" 90.637 X rw- 66.63" G3,G6 +50.0 -50.0 5 Bill of materials,components and glaring details onrwaso m 'n FL-15816.E a stir 1 of 5 " d R\Oients\Wincore PERMANENT\A-Florida Product Approvals\FL-15816 Fixed Window\C-Drswings\Current\FL-15816.6.dwg,21 O F A N �O �3 y ?Z �^ r m D o O O a n er m C a a S.C Q O 3•a Z 0 '=•a '—"-O I N o m � CDm $ 0 3 N w 'te 1 z APP a m CD O O a N W N N N rn= O O v z Cr n _ on 00 m O Q O N p4Ln P I0 N W a J 0 ^t O 0 CL a a n m a o^ Z N T N Z G1 % 6f O N w `.�� A cOit P = No.43aos PRODUCT: Document.PnIpor.d ey; SQ7EOF ' `` �•I 7700/9900 SERIES Lyndon F. Schmldt E. No. 4 i�i�•' �OR1D�;.••'�\;��� D P. 3409l/" I •........•G• INLn o .3 6 01 17 UPDATE TO 6TH ED. 2017 Fac LFS o y o 2 1 28 15 UPDATE TO STH ED. 2014 FBC JK PART OR ASSEMBLY: G�p BUILDING CONSULTANTS,t I�I� I9) to 1 5 02 14 ADDED SIZES GLAZING DETAILS JK tf Ll/I/ P.O. Box 230, Valrico, FL 33595 � rn N NO DATE BY HORIZONTAL VD Phone No.: 813.659.9197 REVISIONS CROSS SECTIONS FBPE C.A. No. 9813 0 2013 R.W.BUILDING CDNBULTANTS INC. `tI•�0` z n ld'MAX.O.C.(TYP.) 4- �ii'�'••..... ...• •�f(�`�. >°n m (TYP') � P z d COo II11 U N..z 6i o ld'MAX.O.C.(TYP.) 4, "• :� Em i mo n 0 (TYP)� tp 9 cw uµ p o0 maa� TYP. o° D d 2XBUCKa 2X BUCK iYP. MASONRY w z OPENING o MASONRY ~ OPENING p o rn m a (nC-) m i•' p � 0 LL y. OI Y1- m "m 3 BUCKANCHORING 0 72'X 48"MAX U U � BUCKANCHORING W X 77 MAX n v o NNryZry w P O D) t CONCRETE ANCHOR NOTES: o o N 1.Concrete anchor locations at the comers maybe adjusted to maintain the min. 0 edge distance to mortar joints. a 2.Concrete anchor locations noted as"MAX.ON CENTER" be adjusted to a a M i maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the MAX.ON CENTER"dimension are not exceeded. g 3.Concrete anchor table: o N o a MIN,'GLEARAMCE.:.MIN};CLEARANCE ANGNOR:: O EMBEDMENT TO MASONRY, :70ADJACENT,a z .. .. .. O o SIZE.:.. ......._..................:::.::: n w .. .......:.- .......:: •:.:-...::.::.: :EDGES':'s:::: Tie;.':.ANCHOR:.:: z o :�iy DaE 4 30 13 i a TAITW 1/4" 1.1/4" 2" 4" sM N.T.S. ° ELCO ' ULTRACON® 1/4" 1-1/4" 1" 4" DWG.M. JK m WOOD SCREW INSTALLATION NOTES: GHx.Ur: LFS 3 c I.Maintain a minimum 5/8"edge distance,1"end distance,8 i"o.c.spacing of DRAMG No.: wood screws to prevent the splitting of woad. FL—7 5816.6 0 n sHM 3 or 5 o _ d 4 MASONRY OPENING —3 EQUAL SPACES z° 4;3 p� °u m MASONRY 3 EQUAL SPACES b.. %� •, �+�~ o ro m OPENING •• :: (TYP.) mod." ...• w` y>^m :a, r.:.• rrrrt•[Itt l« aaNm2 .r'.: 9 C7 x x r ya 9maw j q asmm a } m a 0.4 �` � O E vz FRAMEd 2X BUCK F 2X BUCK — FRAME p 2X BUCK a G 1X BUCK st 1X BUCK m DIRECT TO I H DIRECT TO w z _ MASONRY _ MASONRY w o TYP. TYP. _ 2X BUCK $ Id •d e _ p O 1 FRAMEANCNORING t+" a a 77'X48"MAX Y Y)- Q "t•, U�m FRAME ANCHORING n v o $ W X 77'MAX G o o N N Z W W O u V) w � CONCRETEANCNORNOTO., a o y 1,Concrete anchor locations of the comers may be adjusted to maintain the min, b edge distance to mortar joints. a o 0 a 2 Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to IL C. maintain the min.edge distance to mortar joints,addittonat concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. m 3.Concrete anchor table: o N o¢ r lL1IN CLEARANCE:;;M1NCLEARANCE: ............... 7O;ft1ASONRY;;`y;:.y:TO;AO7A"CENT;i:;; i ........`.;EMBEDMENT.:, TAPC::....... ......................:.::...... .....:.: ffW a e 1/4" 1-]/4" 2" 4" arE 4/ 30113 z ELCON smk- N.T.S. c a 1/4" 1.1/4" 1" 4" DWG.BY: JK m ULTRACON E WOOD SCREW INSTALLATION NOTES: CML Sr. LFS 3 u 1.Maintain a minimum 319"edge distance,t"and distance,6 i"o.c.spacing of DMxWc No.. m wood screws to prevent the spritting of wood. FL-15816.6 0 SHEEr 4 OF 5 N — O fi 3.87' ............. r BILL OF MATERIALS In BILL ITEM DESCRIPTION MATERIAL CD A I X BUCK(SG>=0.42) WOOD B 2X BUCK(SG>=0.42) WOOD C 1/4'MAX.SHIM SPACE 0.071" ........... > MASONRY-3,OM PSI MIN.CONCRETE CONFORMING TO ACI P, j%% z 0 to 0 60 F-t AF36(1-1/7 % -6.00 D 1/4!'X 2-3/4!'PPri ELCO OR ITW CONCRETE SCREW STEEL —i E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 0069"—4 0059- /it, 1111t, r,)..z F #10 X 2'PPH WOOD SCREW(1-7/16'MIN.EMBEDMENT) STEEL Fm-1 0 c_3 OPTIONAL COSMIC FLANGES —10 0 cf -z -Z, G IXX 2-3X HWH ELCO OR ITW CONCRETE SCREW STEEL 9 C;0 c w Q. H 114'X 2-1/4'HWH ELCO OR ITW CONCRETE SCREW STEEL FRAME V)'a m al D IL I FRAME(P17701 WH)• PVC zd GLAZING BEAD[BV79WH)- PVC r ril i.--- 2 1 �j 0.76" THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY 1! 514 . ii a. EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". _1L 4 ir--gid a ig T_ CD q AF59(Masonry Flange 1) V672(Masonry Flange 2)] I/Z'GLASS (—, ,GLAZING BEAD BITE 7/9'THICK GLASS M I/7'o 89E GLASS 7/9'THICK GLASS BITE IJTGLASS 7/6'THCK GLASS I/9'ANNEALED 311CANNEALED 3/16-TEMPERED yln '4NTERE E CL 9 Z AR SPACE AIR SPACE AIR SPACE 1/8"ANNEALED 3/1 VANNEALED 3/16"TEMPERED INTERCEPT SPACER 1/16"X 1/7' INTERCEPT SPACER IIIN'X 1/2" INTERCEPT SPACER GLAZING TAPE GLAZING TAPE GLAZING TAPE BY LAMATEK BY LAMATEK BY LAMATEK :5 z LL ggGLAZING DETAIL TAIL GLAZING DElAtItL,_GLA1ING.0E AIL, G3 ...I N ")IT G2 L r (See I IS..C (See General Note 3,Sheet 1) h on . . G1 [See Gemmel Note 3,Sheol 11 N GLAZING General Note 3,Sheet 1) ?U 1/7'GLASS 20 2 ro BITE 7/91HICK GLASS 1/2GLASS I/Z'G 2 7/8"THICK GLASS BITE BITE 7/8"THICK GLASS ]/&'ANNEALED 1/fr ANNEALED LASS 11161EMPERED 0.03V SAFUE0 PVB INTERLAYER 0.030"SAFLEX8 PVB,INTERLAYER 0.031Y'SAFLEX0 PVB INTERLAYER a I/8"ANNEALED I/TANNEALED I/8"TEMPERED AIR SPACE AIR SPACE AIR SPACE ——— I/8'ANNEAUED 3/16"ANNEAUED 311 ff TEMPERED z DAM M 4130113 z 11 INTERCEPT SCALe N.T.S. SPACER INTERCEPT SPACER INTERCEPT SPACER M .. w 1116,X 1/7 1/16,X 1/2, 1/18,X 1/2, • JK .BY GLAZING TAPE GLAZINGTAPE1 GLAZINGTAPE CHK.8Y. LFS BY LAMATEK BY LAMATEK BY LAMATEK DRAW=NO.: a &GkLA%ZlNr,DETAIL _GLAZING DETAIL GLAZING DETAIL FL—15816.6 ...I No *5 G6 (Sn.n ot� G4 ,fl N (See General Note 3,Sheet 1) fSee,General Note 3,Sheet 11 (See General Note 3,Sheet 1) SHEEP_5_OF_5_ k) Florida Building Lode Online rage f or j m o r E p . ® . 9 �• BCIS Home ( Log In ( User Registration ; Hot Topics ( Submit Surcharge ! Stats&Facts Publications [ FBC Staff'( BCIS Site Map ( Links (SSearch bFbdda USER:Pu4lApprovat User r (�IWO &='V=P Product Approval Menu>Product or Aooilcetion Search>Application List>Application Detail *' FL# FL14094-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Wincore Window Company,LLC Address/Phone/Email 250 Staunton Avenue Parkersburg,WV 26104-IL (304)485-7460 Ext ,,L WV0 mreed@wincorewinda rin�PLOAL��DA BV L> /�yjti WI��P�RSV Authorized Signature Mike Reed A �7HE�+' ® E D E�'®��s �1� m reed @wincorewindDR� �g' FZI l�A" Technical Representative !�7 Address/Phone/Email Quality Assurance Representative ��� Address/Phone/Email el° f OP Category Exterior Doors tNit Subcategory Swinging Exterior Door Assemblies +• � Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1-1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed •Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. © Validation Checklist-Hardcopy Received Certificate of Independence FL14094 R6 COI (a)Certificate of Independence pdf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 I Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgtGLR%2byCBy... 4/2/2018 Florida Building Code Online Page 2 of 3 Date Submitted 07/22/2017 Date Validated 08/03/2017 Date Pending FBC Approval 08/10/2017 Date Approved 10/10/2017 umma f Produc FL# odel,Number or Name Description 14094.1 a.Wincore Fiberglass Entry Door 6'8"Non-Impact"Glazed Fiberglass Single Door with or without Sidelite(s)-(Inswing/Outswing X,OX or XO;OXO- Configurations) Limits of Us Installation Instructions Approve or use in HVHZ:No FL14094 R6 II (a)Inst 14094.1.odf App ed for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 pact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 14094.1 for Design Pressure Ratings,any FL14094 R6 AE (a) Eval 14094.1.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14094.2 b.Wincore Fiberglass Entry Door 6'8"Non-Impact"Glazed Fiberglass Double Door- (Inswing/Outswing XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14094 R6 II (a)Inst 14094.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14094.2 for Design Pressure Ratings,any FL14094 R6 AE (a)Eval 14094.2.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14094.3 c.Wincore Fiberglass Entry Door 6'8"Non-Impact"Opaque Fiberglass Single Door with or without Sidelite(s)-(Inswing/Outswing X,OX or XO;OXO- Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14094 R6 II (a)Inst 14094.3.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14094.3 for Design Pressure Ratings,any FL14094 R6 AE (a) Eval 14094.3.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14094.4 d.Wincore Fiberglass Entry Door 6'8"Non-Impact"Opaque Fiberglass Double Door- (Inswing/Outswing XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14094 R6 II (a)Inst 14094.4.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14094.4 for Design Pressure Ratings,any FL14094 R6 AE (a)Eva[14094.4.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14094.5 e.Wincore Fiberglass Entry Door 8'0"Non-Impact"Glazed Fiberglass Single Door with or without Sidelite(s)-(Inswing/Outswing X,OX or XO;OXO- Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14094 R6 II (a)Inst 14094.5.0f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14094.5 for Design Pressure Ratings,any FL14094 R6 AE (a)Eva] 14094.5.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14094.6 f.Wincore Fiberglass Entry Door ST"Non-Impact"Glazed Fiberglass Double Door- (Inswing/Outswing XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14094 R6 II (a)Inst 14094.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14094.6 for Design Pressure Ratings,any FL14094 R6 AE (a)Eva[ 14094.6.odf additional use limitations, installation instructions and Created by Independent Third Party:Yes product particulars. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCBy... 4/2/2018 Ln 37.5'MAX.OVERALL m FRAME WIDTH 747 FRAME WIDTH L U•` WINDOWS&DOORS 250 Staunton Turnpike,Parkersburg,WV 26104 ''INn.r?t z 0. d m o w t�Si m" U N Z i a v a o Z U WINCORE FIBERGLASS ENTRY DOOR X e X e o �j a L° 9 m`W ��GG t., t? oa �4tm g O 'D \ a wa W aa.a INSWING/OUTSWING 22 s • x ° Gy "NON-IMPACT" com o ' w GENERAL NOTB o Z � o 1. This product has been evaluated and is in compliance with the 6th Wo z w Edition(2017)Florida Building Code(FBC)structural requirements 112.19"MAX.OVERALL u ¢� g excluding the"High Velocity Hurricane Zone"(HVHZ). FRAME WIDTH g y 2. Product anchors shall be'as listed and spaced as shown on details. o —� Anchor embedment to base material shall be beyond wall & a dressing or stucco. FT- :ja a �z z xr e 3. When used in areas requiring wind bome debris protection,this y 99 'm product is required to be protected with an impact resistant o o o O X e O $ covering that complies with FBC Sections 7609.1.2&R301.2.1.2. o 4. For 2x stud framing construction,anchoring of these units shall be a w W N U) the same as that shown for 2x buck masonry construction. m U LJ L a 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. a Z TABLE OF CONTENTS n a SHEET# DESCRIPTION MAx DE$1, —.RESSURE{PSG 'DE$IG�I .ROSURE(PSF) N a H i Typical elevations,design pressures&general notes i fNSWING oUTsW►NG C4NFIOURA_TION FRAME 2 Door panel details&glazing details DtMENS10N' t'OSlTIVE , NEGATIVE POSITIVE-, _NEGAFJVE o 0 rr 3 z a 4 Elevations x 37.5"x 81.94" +40.0 -45.0 +45.0 -50.0 D,TE 6115115 5 Vertical cross sections scram: N.T.S. 9 6 Horizontal cross sections Ox/xO 74.75"x 81.94' +40.0 -45.0 +45.0 -50.0 On.ar: JK m' 7 Buck anchoring 8 Frame anchoring&hardware details NH V ar: LFS 3 e OXO 112.T9"x 81.94" +40.0 -45.0 +45.0 -50.0 nnnx�sc W g 9 BPI of materials and components FL-14094 1 m SHEET— 1 OF 9 d S +r 0.4'—�I—� r O.T, EXTERIOR 2.8" 0.4" "ji W ., • •i n i 77 Z 1440 y1 . .• = ice" :�j`� Om CAP(PVC) , rr1 11TT, dm d HINGE STILE(LVL) INTERIOR LATCH STILE(LVL) CAP(PVC) n z TOP RAIL ' .�•:""N' c 9 z m o GI (COMP.) '.;.-,.k; \ g u g o o a 1 HORIZONTAL CROSS SECTION ' -ti d• F �Z • 7 d v. Sd 35.75"MAX.PANEL m WIDTH MAX. •o v � D � D.L.O.. WIDTH � H o 'q•.'• / h m 2 Glo o m �E —( INTERIOR EXTERIOR IxI o d x = T n.ud a #8 x 2-1/7'PPH SMS �m o a o (TYP.) 1.36" U O rn (Dy 8 ODL LRE FRAME m 2A HP Polypropylene Nn FOAM CORE (POLYURETHANE- SEE DOOR LOCK 3.25' —� #8 X 1-1/7' 1.9 PCF MIN. t HARDWARE TABLE (TYP) PPH SMS FFGLASS BITE 3/8" ) e.�• a 2 ODL LITE FRAME INTERIOR 1/T'OVERALL GLASS THK. FIBERGLASS SKIN • z g (0.075'MIN.THK.) tl 2 1/8"TEMPERED GLASS •e'.• a D�OoPANEI AIR SPACE BOTTOM RAIL F �^z Ll Fiberglass I/8"TEMPEREDGLASS (COMP.) o .• Que 6115115 b o EXTEI ALUMINUM SPACER � N.T.S. :DObR:10CKNARDWAREfAB[E_'".'.i=i;,_'; "_ READI-SEAL GLAZING 2 VERTICAL CROSS SECTION ° a'' JK m ODEL MOL er. LFS 3 MANUFACNRER;.;'_A.-•_; 3 M_,•;. >'`' COMPOUND 2 DRAMNG NO.: KWIKSET KNOB: SIGNATURE SERIES Gl GLALNG DETAIL m DEADBOLT: SIGNATURE SERIES(780) FL-14094.1 a n sNr�r 2 oN* 9 i3 — a R:\Olents\Wincore PERMANENTNA-Florida Product APprovals\FL-14094 Swinging E%Wsior Doors\C-Drawings\R-14094 6TH ED(2017)\FL-14094.1-8.dw9,3.1 o a � 1 7925,MAX.PANEL HBGHT m C o W N V, m W S a 7O0 � N 0 Z s 0 0 0 0 A N to N Z v�.. T N n � IJ� � A G n O O a O O �� yyc�• TC 210 Z mM T — T O z `,111►t l u,,,4 �.``�,SCNh1i �`�v•�1ycE1,�;Off.�'� G `a.43409 x PRODUCT: Document+Prepared By: �1 BpTeOP t: m FIBERGNL4SSR DOOR Lyndon N.. 43409 Schmidt 'i, .!tOiaD! IrA C L ;i PART OR ASSEMBLY: GD BUILDING CONSULTANTS, INC. I ,p to 1 8 2 17 UPDATE TO M ED. 2017 FED JK J L� P.O. Box 230, Valrico, FL 33595 `° U NO DATE BY SIDELITE PANEL DETAILS Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 0 201 5 R.W.BuII.OING CCNBl1-8 INC. • R:\Olents\Wlncam PERMANE"-Rorlda Product ApprowilS L-14094 Swinging Ederior Doam\C-Drawings\FL-14094 6 H ED(7037)\R-14094.1-B.dwg,4.1 • w W P� w w v x> X O Z fr A p e 0 w N w W w A X N N xo� OQO X Z w V v O Q w N fn V 0 O Q frw v ww m =� 0 O Z �a 0 w V \� p (n W Hw p F,SCHIyj ��tJo.43409 SI . PRODUCT: Document.Prepared 9y. �gpp FIBERGLASS DOOR P Ed No.. So43409CZ idt %,�`p'�'�y o O y Cn PART OR ASSEMBLY: GDQ��BUILDING CONSULTANT51/�NC11t` I� � A {n [NO.. 8 2 17 UPDATE TO 6TH ED. 2017 FBC JK Y4 p,0. Box 230.Valrico. FL 33595 v DATE BY ELEVATIONS Phone No.: 513.659.9197 REVISIONS FBPE CA. No. 9813 0 2131 5 R.W.BUILDING CCNS—ANTS INC. R:\Clents\YArtoD a PERMANENT\A-Florida Product Approvals\FL-14044 Sv4nglng Ezteriar Doors\C-Drawings\FL-14094 6TN ED(2017)\FL-14094.1-84wg,5.1 EMB.(TYP.) g �0 y rn 5 r"[rr a I-W MIN. �y •` C1g�g y EMB.(TYP.co e1 '3Cf Z C'SINK E n Ip cot i-11d"MIN. MB.(TYP.) a p en N p o . � x rn a• werr 'd • c p Asy • °� IA MiN. n �ao EMB.(TYP.) `°yy a o a F•• Q � H a c m m tan '• 3 H a H O�• " q m o n I-lid MIN. H m D EMB.(TYP.) Rm m p 'S 0 -0m th W m 3 ow e7r O• •• ° • ��,,,C v�o 1-1/4°MIN. m' 0 ,. EMB.(TYP.) in, noa � v H •° m C1 �' 10 z .o• � �.z Ile T I-I/dN'MIN. O.I5" n to MINK EMB.PP.) a W G N Z -g-E 0 o a eft m h ! 0 N a . . en �`' yc�xas•'�''� CD d-'zSM PRODUCT: Docum•nte Prepared W. I FIBERGLASS DOOR P.E-don No. 43409 idtMNCORE 3,� z ry1 NAi. ttii $ r :t PART OR ASSEMBLY: GZ3 BUILDING CONSUI.TANT'Srt�NG 11� I �, n ul 1 6 2 17 UPDATE TO 6TH ED. 2017 FBC JK 4/Ir to to NO DATE BY VERTICAL CROSS P.O. Box 230, Valrico. FL 33595 SECTIONS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 ZOI 5 R.W.Bun.owe CaHSUL ws INa. $ F CSINK E E C'SINK I` ---�tJ F a 1-114"MIN. 1 a �. W �' p4110z� EMB.(TYP.) F p SEE NOTE I _I-IM MIN. ��i ''•..,......• ``��� A o m p •° 7 7 ,' EMB.(TYP.) '���4tr n P1�� ` z> o 40 EXTERIOR EXTERIOR U z o xZ4 4, p_ U i ZO J_ c W CCN 'Ota ma.nL a ° o • " p Fqz 10 • 883 �W 10 INTEROR INTERIOR 2 a L °t L 9 11 40 12 50 « ✓\ 1.1/4"MIN, o 0 Q EMB.(TYP.) SEE NOTE I F 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION M Uy 6 Ins ng s Town Ou wmg sin lar 6 nsw ng shown Ouwng s m lar 7 z °' w 2 Cch' Lion 2X Buck Construction 6 nswing s obi wn(OTwing sin lar N:,, 2X 8uc Construction y� EXTERIOR m d p NOTE: a: o x 1.Spacing forsidellte screws(item M):6.5,38.5' o and 69"from head to sill(3 total). 1-114"MIN, a a EMB.(TYP.) xi m 0 C O.iS E A ' A 2 INTERIOR o C51NK 0.15' C t C'SINK 12 50 n ° a p { t7 1 N z �1 7 HORIZONTAL CROSS SECTION w s SEE NOTE 1 6 InsHnng shown JQUI5Wng s milarl N •b'; tea 7 7 7 M 4Q EXTERIOR 40 a ° EXTERIOR G tl ~ F g •.° a -•Z [ai 14 INTERIOR INTERIOR 10 DAM 6115115 L 0 G 54 s N.T.S. 1-1/4"MIN. 9 11 via BY.- JK m EMB.(TYP.) 40 CM ar LFS 3 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION OWNG ko.: 6 inswfio shown Outsw ng ssniim l,`6�insw n1 shown(Outswiin similar)ilar 6 Inswing shown{OulStiving sTmi ar FL-14094.1 N 1X 8uck Construction 1X Buc ConsWallon o n SHEET 6 aF 9 0 R:\Cllents\NMcore PERMANWRA-Florida Product Approvals\FL-14094 Swinging Exterior Doors\C-Drawings\FL-14094 6TH ED(2017)\FL-14094.1-8.dwg,7.1 • r C! �� ,.rl. 1 Y O.C. -..� 4" i MAX.(TYP) (TYP) �b "+ S c 0 A Z '9 1V C MAX.(TYP) (TYP) 4T 2 C7 ;n G E (1 a 2: O � v � I { 181O.C. MAX.(TYP) (TYP) ��y�[...••... i. PRODUCT: Document.Prapored By: � WINCORE Lyndon F. Schmidt i m FIBERGLASS DOOR P.E. No. 43409 PART OR ASSEMBLY: /�•7�� BUILDING CONSULTANTS, INC. Ito c- !n -.. 1 8 2 17 UPDATE TO 6TH ED. 2017 F13C JK I P.O. Box 230. Volrlco, FL 33595 `O a °i NO DATE BY BUCK ANCHORING phone No.: 813.659.9197 REVISIONS POPE CA No. 9813 ®201 9 R.W.BUILD-CONSULTANT.INC. 3"ITYP.J f; ii 6"(TYP.) m �`� ` * t,,��rr (TYP.) 4"(TYP.) _. I O ``+�O•' � r�_ l ! ! 1 ! ! m° 11 G o:O ` 2X BUCK _ z° •O�- m DETAIL 1 2X Rf1NF, i V'' ►�� °e a F 2X BUCK a ;off F 2XBUCK _ SEE HINGE tt tttt E 1D 9 r'/��rjti�� z 000 o J lX BUCK J IX BUCK DETAILu N „z HEAD&JAMBS HEAD&JAMBS v a x z d �P•) (TYP.) HINGE DETAIL! 8 r� S o c ea OIL X X O 11 � �"� 'mda� G IX BUCK 46 c 2X 8UCK SILL(TYP.) U SILL PP.) T • � 2X REINF. � �n H o H - o U 10 y op FRAME DETAIL 2 �Q- SEE HINGE (TYP.) D D DETAIL 2 � o z� HINGE DETAIL 2 mQ oq h � • � _ The head is attached to the jamb wl OW: W o (3)711 ex 2"steel crown staples pYPJ S.(TYP.) T HINGEJAMB �I O p �m DETAIL 1 DETAIL I4-12 m F 2X BUCK to J tXBUCK #8X3"COURSE o p n THREAD 1XBUCK P 13 G HEAD&JAMBS DRYWALL SCREW " 2X BUCK K Z! z c (TYP-) — 2X REINF. G IX BUCK o o x o DETAu? K 2X BUCK Integral mullion attachment 6 2X REINF. o 98 X 3"COURSE 12 ¢ SILL(tYP.) aTHREAD g — r1 DRYWALL SCREW 2XBUCK Q. d H O L 2 2X REINF. F DETAIL D f G iXBUCK ? DETAIL 2 00 o ~( l Integral mullion attachment LATCH AND DEADBOLTSTRIKE DETAILS o z �Z o U 6115115 = The threshold is attached to the tomb scuE N.T.S. w/13)7116^xr steel crown staples& HARDWARE DEWLS DM By- JK m v (11#8x iSj$woad screw PP.) FRAME ANCHORING atk BY. LF'S 3 DPAWN0 No.: rc E FL-140s4.1 m � o o SNtxT 8 0f 9 g s - ............... %A BILL OF MATERIALS MATERIAL 4.W-------------- UENI DESCRIPTION 0` WOOD tan) A I X BUCK JG 0.42) WOOD F-�7.Z l-, D I E X Sc p if BU CK C TO K A. X REM allC (C M. B 2X BUCK(G>=4.42) C 1/4!,MAX,SHIM SPACE D 1/ M 14 ITW CONCRETE SCREW STEEL 1144'A L-afff PFH ELCO OR ITW T M Zo MASONRY Y CONCRETE CONFORMING TO AU CONCRETE ASONRY-3,000 PSI MIN.CONC 0 .201� 0 0 0 CONFORMING TO ASTM C90 WOOD JAMB z 0 R HOLLOW BLOCK CO E 3010 STEEL F #10 X2-1/7'PFH 'OODSCREW(1.15"MIN.EMBEDMENT) 9 ro W. "X ISTEEL STEEL k UP) Rl W. G 3/16'X3-I/4'PFH ITWCONL;NtltW_KEW I if, ic* H 114'X 2-1/4'PFH EL CO 11 11 IN CONCRETE REM S(-Xtw STEEL .0 IjfCX3.3/4"PFHE QORIjVVl_;UNt_KtIrZt--KCVy 0z i L § K #8 X 3"PFH WOOL)SCREW EEL En M L 48 X 2-1_/T PFH WOOD SCREW j-T COURSE THREAD Di:;, �� SCREW STEEL p _VI 0 X 1-3/4"PFH WOOD SCREW TEEL I - FINGER JOINT PINE JAMB(U—UAL) OOD 2 INTEGRAL MULLION(ENDURA I-AlilUT-PINE-G>=0-42) WOOD 4,56'— Ujo FO OUISWING THRESHOLD 7 WEATHERSTRIP(ENDURA) LD "oii�)ESHOLD VINYL INSVMWNG l:HFfESHlULV 962.—Series)-S z ro C201 INSWING I 8 DOOR MSWEEP �'Ertdura—(Z-Sefies) L� q #8 X 31"PFH WOOD SCREW STEEL M 0 P, STEEL 2.1" SIDEUTE P :d" 10 #8 X I"PFH WOOD SCREW S16EUTE ADAPTER STEEL —I 11 4"X W'BUTT HINGE ADAPTER 4,56 STEEL ADAPTER 12 LATCHSTRIKE PLATE STEEL BOLT STRIKE PLATE 13 D (SECURITY) ALUM/COMP 20 INSWING THRESHOLD ADAPTER ALUM/COMP ——————— 21 INSWING THRESHOLD W/SIDEL111 ALUM/COMP 0 22 OUTSWING THRESHOLD ALUM/COMP [V.5e 0! 23 OUTSWINGTHR HOLD W/slutilit ADAPTER 4.56' 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEEI FOR DETAILS HOLD wl SIDEUTE ADAPTER OUrSWING THRESHOLD wl SIDELBE ADAPTER G 8 r-75�p�SIDELrrE�FANEL-SEE SIDEI PANEL DETAIL 5f*±I t4JK DETAILS + 21 INSWING THRESHOLD 23 Endura(7-Sedes) U) ra z U) w ZE 2i z CONCRET:ANCHOR NOTES: 1.Concrete anchor locations at the comers may be adjusted to maintain the min, z edge distance to mortarlaints- 2.concrete anchorlocafforis noted as MAX.ON CENTER*must be adjusted to maintain the min.edge distance to morlar faints,additional concrete anchors 0z ensure the'MAX.ON CENTER"CUMOnslan are not exceeded. requrd 0 M=Ze ble: 3.C On h0rit0 RANC WE. 6115115 MIN-, APANl;.g,,* AS D � sma N.T.S. BETYPE SIZE E H ENO.BY.-ITW JK m B U I L E 3" TAP TAPCONe 1 am BY. LFS tt ELCO DRAWD91 NO.: 0 I/e 1-1/le FL-14094.1 ULTRACON SCREWWOOD INSTALLATION NOTES: SHEET 3 1.Maintain a _edgedala I'end distance,&I"o.c.spacing of minimum w-th I, nce screws to prevent .s"Iff.,.�o ad ad Plan Review : W:indows & Doo`rs.. 1)- Need manufacturing installation specifications 2) Must.meet' section's R308 and-R612 of the 2017 F.B.C: 3) if windows are-to be installed inside:the historical district,they-Will need-to be approved' bythe-historical committee.. 4), No other work shall be permitted.(framing; plurribing;and.:mechanical) unless otherwise specified: : . 5 .. This is.for re lacement lass for lass only If� ou.wish to change from screen.or vinyl'). p (g. . glass.) Y Y g windows to.glass;then additional information is required.:, 6) All to wall connections:shall be left.-visible for. inspection. 7) All labeling and stickers shal l inspection: . .. 8):. No Work shall start without permit first. : . .