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HomeMy WebLinkAbout20-1260 { _ City of Zephyrhills PERMIT NUMBER 5335 Eighth Street ' Zephyrhills, FL 33542 BAR-001260-2020 Phone: (813) 780-0020 +� Issue Date: 01/06/2021 Fax: (813) 780-0021 Permit Type: Add/Alter (Residential) Prop�eirty Number Kell) Address 02 26 21 0190 00000 0380 6111 19Th Street WPM TRI Information Me-rm i 9 Information Con ractor Information Name: NICHOLAS&REBECCA WOLF Permit Type:Add/Alter(Residential) Contractor: REECE BUILDERS Class of Work:Add/Alter Residential WINDOWS INC Address: 6111 197rh St Building Valuation:$9,187.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)997-2881 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$9,187.00 Total Fees:$128.91 Amount Paid:$128.91 Date Paid: 1/6/2021 3:56:48PM Project Description REPLACE 7 WINDOWS S/S Application Fees Building Permit Fee $85.94 Building Plan Review Fee $42.97 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. CONTRACTOR SIGNATURE PE r1IT 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 t,Z• 1 LA • 0 Phone Contact for Permitting 1Z-1 272- - (� 5 QQ Owner's Name N k Cf 1 0Lac S Owner Phone Number Owner's Address s 1 I n Owner Phone Number �e, h Owner Phone Number JOB ADDRESS 4 ` l S LOT# SUBDIVISION lr �e�ze PARCEL ID# Q --O RO-OCOCO-Q)38O (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED R NEW CONSTR E ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION /= BLOCK = FRAME ,^r= STEEEL� IQ,,, 1 1 t DESCRIPTION OF WORK C 1 SI Y'�J� wk fJ��s 1v be— Ln5 1 z1\ -L4 C` BUILDING,SFZE SO FOOTAGE= HEIGHTF-VI BUILDING $(� ` Q`-I .�-+ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ {Q 1 AMP SERVICE 0 DUKE ENERGY Q W.R.E.C. =PLUMBING $ z =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION / / j / GAS ROOFING SPECIALTY OTHER = 0 � � V FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY LXJ I I�'�/Y-S SIGNATURE �J `c• REGISTERED Kyy N FEE CURREN Y/N Address 1 C J 1 v'e. License# C-6use^-1 l ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/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 w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed; Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) 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 obtainja 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 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 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 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR-AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S. OWNER OR AGEN y CONTRACTOR -- Subsc abed and n to{or aff'r e gef_ore me this Subscribed and sw? or affirmed)b re- this by Wh personally known a or as ve produced Who is/are personally known to me or has/have produced as identification. as identification. 1 Notary Public Notary Public 47" 01-;_� o. 1 6 Commission No. Name of otary typed,printed or stamped Name of Notary typed,printed or stamped :o`►►r'rq Notary Public State of Florida Cayla Lincoln My Commission GG 156468 Expires 10/3012021 TtatJ:3bSh11 L StH1031da: H ' 13:l:�11'�ldt�SS311f�9C13K1::-3N1;' Hf1Ql 1''d .'f . . Fl7. l 57 ('ifl: iaw'rtq ::.:.:uotpadsul lY�etro�sr-Ai�4. �:ratiio}s�ye,";'g.. d..,'. awg?q}:i�lLB;ul•,:';9K'Itll!A!'}uaurasa� ieuiai:a. ': .. 3f11F1A?l iM.:3Hii;f OHN tilAlllNb?t�IM2I NiO1Sti�°3Ht`'uogaldwoa}a:ewe:aUi3a�Gadls!t usy!traU e:,'e:'Yuairv'ia i sia in €.`.. 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'<: :-:=i:;o- , 'Sa123`3'IANJA'a ttVA-NtiO3 taVaV41 vois!attt210tb :: ;_,'#trawaa�6$.s�c�:aa�r~;r� eadtlt:Xxaiv►�et�Jltud p�e;..Katrily+6autr►a�ra��l�s;sist�o.�,�;aWaa.�6e�sit�;:: ..:. .. . ........ #iteo, ;t eu� a 3 Ht' aaa�gg�u�iuec�.....:.: Z858-L6d 9.9 06.1 -£{lZ3L ziccs:_..: _ gs+covOtµ -`: . 5£O Z:S`.LZL_ ;.;°. fl9LO1L t3GL££'IJ`�ingsaa;ad 3S a . �s£,Ess : tzz ct :. t1►tit.ast#s tabl ` ae�j Page of y 9r oxr v=Y _ r. ,.. -. .,-_,- -3 Builders/Windows,Inc. Since1972 Customer Name:)A1 O Date: Address: �/ �7. Z Q ��✓� 1 ��,5 Measured By:fr Ot(f Cyr No. Style Location Size Grids Color Panels Comments ) L5 Z.Q 3ff N W !� Belle e f mu�b le 51 f/ �3�� Y 9 9 L� X 7 ` , � � a / p 7 V1 M460 314 X37 )lq Z� 21V Grids: Alarm: Customer Understands.Alarm Procedure: Existing Windows Wood Vinyl Steel Aluminum House Style Brick Wood Block _ Comments: Generalized Building Schematic -7771 7M77- ............. oil p! 1 6 A N., Y)NN NOW Company: Reece Builders Job Description: windows Prepared By: Cory Client Name: Wolf Project Number. 15611 �'P aim" DESIGN 42kki=ASQ61R ESF OnwRi'WXFLL-C' 0111111PONENTS&CLADDING Design Data Building Data Wind Velocity(mph) 145 Mean Roof Height 18 Risk Category 2 Building Width(ft) 42 Exposure Category B Building Length(ft) 34 Directionality Factor 0.85 Roof Slope (x:12) 4 Internal Pressure Coefficient 0.18 Design pressures listed below are: Allowable Strength OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES), PERSSURE(PSF) PRESSURE(PSF) I 2LS 4 3 74 so 21.3 -23.2 2 DH Window 4 3 51 38 22.3 -24.2 3 DH Window 4 3 36 25 22.7 -24.6 4 DH Window 4 3 36 38 22.7 -24.6 5 DH Window 4 3 .36 38 22.7 -24.6 6 DH Window 4 3 52 37 22.3 -24.2 7 2LS 4 3 74 so 21.3 -23.2 Width of End Zone(a)in feet=3.4 11/2/2020 1:16 PM INSTR#2021000237 OR BK 10255 PG 3903 Page 1 of 1 01/12/2021 09:38 AM Rcpt:2247674 Rec:10.00 DS:0.00 IT:0.00 Nikki AlvarezSowles, Esq., Pasco County Clerk&Comptroller (E�o NOTICE OF COMMENCEMENT PermitNo. N Property Identification No. 02-26.21.0190-Dao0D4=0 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real properly,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in the NOTICE OF COMMENCEMENT. I. Description of property(legal description:) ZEPHYR BREEZE SUBDIVISION P814 PGS 141-142 LOT 38 OR 4343 PG 892 a) Street Address: 6111 19TH STREET,ZEPHYRHILLS,FL 33542 2. General description of improvements sin foreizewindom to be installed. 3. Owner Information a) Name and address' WOLF NICHOLAS L 8 REBECCA 16111 19TH ST ZEPWRHILLS,FL 33%2 b) Name and address of fee simple titleholder(if other than owner) c) Interest in property 100% 4. Contractor Information a) Name and addreSS: Reece Builders 7181 30th Ave N Saint Petersburg,FL 33710 b) Telephone No.: 727.522-3035 Fax No.(Opt.) 5. Surety Information a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No.(Opt.) 6. Lender a) Name and address: 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served; a) Name and address: b) Telephone No.: Fax No.(Opt.) S. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes: a) Name and address: b) Telephone No.: Fax No.(Opt.) 9. Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is specified): 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 1PROVEMENTS 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOU NOTICE OF COMMENCEMENT. �/f J STATE FLORIDA PASCO atx-llc�� 'VCOUNTY OF PASCO gioz Signature OF Owner or Otemei s As Authorized O{friice�r//DiiTector rtner/Manager Print Azi c a V i ' � ame e-f got g strument was acknowledged befo 1e thisZA day of � ,20 M.by L as i� (type ofauthority, S.0 1 r,tr;tstee,art ey in fact)for (name of party on behalf of w instrume wa xec to,/.'� Personally Known_ OR Produced Identification_ Notary Signa t { Type of Identification Produced nftAS C.1C game(print �. Verification pursuant to Section 92.525,Florida Statutes.lJnder penalties of perjury,I declare at ave read the foregoing and that the facts stated in it are true to the bescof my knowledge and belief. FUAAIS&IN)C.nrd' Pt =,j Public State at Florida Si�aturc oFNNucal Person Signing 1bot Lincoln -- gJ mmissan GG 156468 10/30/2021 2/27/2020. " Florida Building Code Online Y Bcls Home Login User Registration Hot Topics j Submit Surcharge i Stats&Pacts j Publications i contact Us # acrs site Map Links ( Search 'd� Product Approval USER:Public User Product Aoproval Menu>Product or APplication Search>APP3ication List>Application Detail FL# FL28486-RI Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived i Product Manufacturer Regency Plus Inc Address/Phone/Email 2000 Locust Gap Highway Mount Carmel,PA 17851 (570)339-3374 tong@cwbyrpi.comALL WORK SHALL COMPLY WITH PPEVAILI O Authorized Signature Tony Procopio CODES FLORIDA` UILDIING CODE, tony@cwbyrpi.comNATP0�1AL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS Technical Representative Tony Procopio ORDINANCES Address/Phone/Email 2000 Locust Gap Hwy Mount Carmel,PA 17851 (570)339-3374 tony@cwbyrpi.com Quality Assurance Representative REVIEW Address/Phone/Email cjlOF, g #� 9313 PLAW ^� Category Windows { Subcategory Double HungCompliance Method Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/15/2019 Date Validated 05/16/2019 Date Pending FBC Approval https:/Ifloridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDovskVZ7iutEcYoU7v0mf7int iar M71 Aral'Ax\roi 9nnlTxn7ar,..aTno!'4,4ri a.a +11) 2/2712020 Florida Building Code Online Date Approved 05/21/2019 Summary of Products FL# Model,Number or Name Description 28486.1 Series 8313 Vinyl Tilt Double Hung Series 8313 Vinyl Tilt Double Hung Window 53"x 77"Non- I WIndow Impact Through lamb Anchoring. Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL28486 R1 C CAC NI014261-RI.pf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2022 Design Pressure:+50/-50 Installation Instructions Other: FL28486 RI IT RPLS0076 RevO Series-8313-DH ss.Pd-f Verified By: Robert 3.Amoruso,P.E.FL License No.49752 Created by independent Third Party:Yes Evaluation Reports FL28486 RI AE PERNo2579 Revl FL28486 8312_0_Hj—ss.pAf i Created by Independent Third Party:Yes Back Tlext Contact Us 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AAJEEO employer.Co riff ht 2007-2013 state of Florida.::privacy Statement;:Accessibility statement::Refund Statement 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 mail.If you have any questions,please contact 850.4S7.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails 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 here. Product Approval Accepts, In FM WIN M tgg hftps://floddabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDqvsWZ7iutEQYDU7vOmfZioU`/`2f9ZL40l.'AXV0/^2hMTYn7R.r,xiATM0/^'4,10/^'Ari 10"GENCY PLUS, INC. MAU SERIES 8313 VINYL TILT DOUBLE HUNG WINDOW INSTALLATION ANCHORAGE DETAILS NOTES' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE EXCLUDING THE HIGH VELOCITY HURRICANE ZONE(HOM). 53" MAX. FRAME WIDTH 2 WOOD FRAMING.2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING ISTHE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHERE iX BUCKS ARE USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHERE 1X BUCK IS NOT USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETEMASONRY SUBSTRATE.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. -0 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO THE FOLLOWING. O (L 4.1. AAMA(WDMAfCSA 101/l.S.?JA440-11.SEE TEST REPORT NO.NCT1.410-21524-2.DATED 10116118 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK, 0: P& K12�6 6 MAX. MATERLk: 0 6.1. FRAME:EXTRUDED RIGID PVC, z O.C. (Typ.) S.Z REINFORCEMENT: =) 512.1. GALVANIZED STEEL TUBE-TOP RAIL OF BASH AND INTERIOR MEETING RAIL. S2 0 52.2. U-SHAPED GALVANIZED STEEL-BOTTOM RAIL OF SASH AND EXTERIOR MEETING RAIL. Lq LLJ 2f 6. GLAZING: a cc fq 00 1 5 1 x 6A. GLAZING DETAIL AS TESTED:22.1mm(0.87W)NOMINAL O.O.A.r.0 COMPRISED OF 2 LITES OF 3mm(Giig*)TEMPERED GLASS AND 16b5mm(0-6321 IL w uj STAINLESS STEEL SPACER(TYPE SS-O).INTERIOR GLAZED AGAINST A(2KEAF DUAL DUROMeTER BACK BEDDING AND A SNAP-IN(2)-LEAF DUAL lz 2 OUROMETER RIGID VINYL GLAZING SEAD. z n� 6.2, AS TESTED GLAZING MEETS ASTM 030049a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCTAPPROVAL DOCUMENT. III C) _j < 6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMANDMA/CSA 101 II.S.?JA440 SHALL BE ALLOWED PER ASTM El 300 IN NON-HVHZ (90'..>- O:f LOCATIONS. III Z 0 LL_ Ix 7. APPROVED IMPACT PROTECTIVE SYSTEM 18 REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. < REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116'OR GREATER OCCURS.MAXIMUM (a.9-3/8" MAX. B. AsLL"'ALLOWABLE SHIM STACK TO BE 114% O.C. (Typ) B. FOR ANCHORING INTO CONCRETE/MASONRY USE WIS'FLAT HEAD TAPCONS wrm SUFFICIENT LENGTH TO ACHIEVE A I 1W MINIMUM EMBEDMENT INTO w A x CONCRETE V417H I I/6"MINIMUM EDGE DISTANCE AND 1'MINIMUM EMBEDMENT INTO MASONRY WITH 2'MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. ee A 10. FOR ANCHOIlJ'NG 114TO GO FRAMING OR 2X BUCK USE#10 FLAT HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A I 318"MINIMUM 6" MAX, EMBEDMENT INTO SUSSWIG RATE WITH 314'MIN!MUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS-ANCHOR 0.C. (Typ.) LOCATIONS HAVE-P 1*TOLERANCE. RoW J.Amomw,P.E. FlorldaP.E.N.49152 11. FOR ANCHORING INTO METAL STRUCTURE USE#10 FLAT HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS i'lliffolfk MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS-ANCHOR LOCATIONS HAVE 0-VTOLEFANCE. Qii gj 12. ALL FASTENERS TO BE CORROSION RESISTANT. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL I ._ STA NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 1;7.OF .itvz 1-1 3.1. WOOD-MINIMUM SPECIFIC GRAVITY OF 0-0.42 $ ELEVATION 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2SOO PSI ZO i-V 3 MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY,117 PCF NOTES: EXTERIOR VIEW '3'4: METAL STRUCTURE:STEEL I8GA(0.0428"),33KSI OR ALUMINUM 6063-TS 0.048*THICK MINIMUM -z" 1.MAXIMUM TOP SASH SIZE:49.063X 37.18&;MAXIMUM BOTTOM SASH SIZE:W X 3r Djgit�lly�jgqed,4 2.MAXIMUM TOP SASH D.L.O.:45.563"X 33.375';MAXIMUM i3bT-rom SASH D.L.O.:46-813"X 33.188" 11 ­_ I,- 3.0.938'X 0.25'WEEP HOLE AT V FROM EACH END OF EXTERIOR SILL FACE. blibbert J. 4.1.27"X 0.3"WEEP HOLE AT 3.625"FROM EACH END OF EXTERIOR SILL FACE. A, oruso,P.E. 5.OL3M X 0.375"WEEP HOLE AT EACH END OF INTERIOR SILL TRACK TABLE OF CONTENT Date:201&l 1.21 SHEET DESCRIPTION 10.45:00-05'00' 1 ELEVATION,ANCHORING AND NOTES DESIGN PRESSURE RATING(PSF) IMPACT RATING PTO PmduCA D-1g.GIMP,LLO 2 INSTALLATION DETAILS PC a"520775 +50.0/-50.0 NONE Long ood,FL 32752-0775 3 BILL OF MATERIALS 3214S04708 lnfo@;,Pomq wm FBPECwU0wt.oIAuMod*wlIoA No.25935 � '- . SUBSTRATE ANCHORING METHODS: ' f ` ✓e ?s mono BCIS Home i Log In i user Registration I Hot Topics Submit Surcharge I Stats&Facts i Publications l Contact Us BCIS Site Map { Links 1 Search i FIOrIC� Product Approval .USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail fib FL# FL11411-R7 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived El Product Manufacturer Regency Plus Inc Address/Phone/Email 2000 Locust Gap Highway Mount Carmel,PA 17851 (570)339-3374 tong@cwbyrpi.com Authorized Signature Tony Procopio tany@cwbyrpi.com Technical Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel,SD 17851 (570)339-3374 joek@window-pros.info Quality Assurance Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel,PA 17851 (570)339-3374 joek@window-pros.info Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/NWWDA101/I.S.2-97 1997 TAS 201 1994 TAS 202 1994 TAS 2b3 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11411 R7 Eouiv EERNo2520 Revi FL11411 2000 5405 HS ss odf Product Approval Method Method 1 Option A Date Submitted 05/12/2019 Date Validated 05/14/2019 Date Pending FBC Approval Date Approved 05116/2019 Summary of Products FL# Model,Number or Name Description 11411A Series 2000 Series 2000 Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ-.No FL11411 R7 C CAC N1006137-RS.r)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant.No 03/31/2021 Design Pressure:+40/-40 Installation Instructions Other, FL11411 R7 II RPLS0055 RevB 2000 HS XOX ss.pdf Verified By: Robert J.Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL11411 R7 AE PERNo2520 Rev1 FL11411 2000 5405 HS ss.pd Created by Independent Third Party:Yes 11411.2 Series 5405 Series 5405 Impact Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL11411 R7 C CAC N1006383-113.nd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/30/2021 Design Pressure:+55/-55 Installation Instructions Other: FL11411 R7 Ll RPLS0056 RevC..5405 HS XO ss.pd Verified By: Robert J.Amoruso,PE FL PE No.49752 Created by independent Third Party:Yes Evaluation Reports FL11411 R7 AE PERNo2520 RevO FL11411 2000 5405 HS ss.pdf 1 Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an WEED employer.Copyright 200-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement 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 mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 4., .275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter.455,F.S.must provide the Department with an email address If they have one.The email;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 here. Product Approval Accepts: Mir d i 01 Vd K., REAv"sum"N" PLUS, INC, SERIES 2000 VINYL HORIZONTAL SLIDING WINDOW z o free MU- � INSTALLATION ANCHORAGE DETAILS tu mm Lu 0 0 Oz NOTES: o0a. F-0 w p 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDTO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE EXCLUDING THE HIGH VELOCITY p @u HURRICANE ZONE(HVHZ). 0. 2. WOOD FRAMING,2XWOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHERE IX SUCKS ARE USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHERE 1X BUCK IS NOT USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETE/MASONRY SUBSTRATE. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR zt ENGINEER OF RECORD. 0 z: 1 0 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO AAMAfNWVVDA 1 011I.S.2-97.SEE TEST REPORT NO.NCTL-210-2661.2 DATED 416/01 BY NATIONAL CERTIFIED TESTING 3: ej LABORATORIES,ORLANDO,FL FOR DETAILS. 0 >-- S. MATERIAL: 5.1. FRAME:EXTRUDED RIGID PVC. 5.2. REINFORCEMENT.GALVANIZED STEEL TUBE-CENTER HOLLOW OF ACTIVE PANEL MEMBERS(RAILS AND STILES). m 0.z U., 6. GLAZING: .I 6.1. GLAZING DETAIL AS TESTED:71W NOMINALOA IGU COMPRISED OF 2 LITES OF 1W TEMPERED GLASS AND DESICCANT STEEL SPACER,ACTIVE PANELS INTERIOR GLAZED Ed P48 USING SEALED INSULATING GLASS WITH A DUAL DUROMETER BACK BEDDING AND A SNAP-IN RIGID DOUBLE LEAFED DUAL DUROMETER RIGID VINYL GLAZING BEAD.FIXED >-�3n Fx z PANEL INTERIOR GLAZED WITH A FOAM TAPE BACK BEDDING AND A SNAP-IN DOUBLE LEAFED DUAL DUROMETER RIGID VINYL GLAZING BEAD. Z:)Ir 0 LU 0¢X 62' AS TESTED GLAZING MEETS ASTM El 300.09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. sc) &3. 1 ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMAIWDMAICSA I Olfi.S2/A440 SHALL BE ALLOWED PER ASTM E1300. Cog z 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. o 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF III WOR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 114". U) 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A I 112"MINIMUM EMBEDMENT INTO CONCRETE WITH I I/V ix MINIMUM EDGE DISTANCE AND I"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION w DETAILS.ANCHOR LOCATIONS HAVE+I-1"TOLERANCE. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE#10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A I 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 314"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-I"TOLERANCE. Robert J.Amomso,P.E. 11. FOR ANCHORING INTO METAL STRUCTURE USE 910 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND Florida P.E.No.49752 STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE+1-1" 0'00m?". TOLERANCE. AV-001144m%x 01.6.4,'01, -,Vo %�p A" 12. ALL FASTENERS TO BE CORROSION RESISTANT. 1"2 13. 'INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURE"INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ) 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 250D PSI 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 POP 13.4. METAL STRUCTURE:STEEL I 8GA(0.0428'),33KSI OR ALUMINUM 6063-TS 0.048'THICK MINIMUM 14. APPROVED CONFIGURATIONS:XOX.OX AND XO. Digit,# by,Rbbert J /"oruso TABLE OF CONTENTS Date:2018.02.02 SHEET DESCRIPTION 13:33:02-05'00' 1 NOTES PIC Product Druign Group,LLC 6 2 ELEVATION&ANCHORING PO Box FL 3220775 752-0775 321-690-1788 3 INSTALLATION DETAILS FOPE Certificate,ofAuthorizedOn N..25935 11 1 MAX FRAME WIDTH 4" MAX.— 13" 4!' MAX. MAX O.C. 0 E 4" MAX. Rz 0 go T— a 14 A o 63 MAX O.0 of q m Z MAX A FRAME T— 3z HEIGHT x 0 0: tj :3 0 <Zz z a. Z 0 t / 1A gj IL w2z Li �Q-t;n m z 2 D m 20 Lu 0 006 lu-j � w- SERIES 2000 VINYL HORIZONTAL SLIDING WINDOW XOX w EXTERIOR VIEW DESIGN PRESSURE RATING(PSF) IMPACT RATING Robert I AMoMo,P.F- Flodda P.E.No.49762 +40.0/-40.0 NONE r ap 40761A tq NOTES: 1. MAXIMUM ACTIVE PANEL SIZE:35-3/4"X 69-314" ArE QF 1,W 'z 2. MAXIMUM D.L.O.:35"X 57-1/2"(FIXED LITE) `v 3. (4)1-1/2"X 1/4"WEEP LOUVERS 3"AND 32"FROM EACH END, 4. (4)34'X 114"WEEP NOTCHES AT EXTERIOR OF SILL TRACK. Di it 5. (2)3/4"X 1/4"WEEP NOTCHES AT INTERIOR TRACK ENDS. b�Robert J Arr,oruso Date:2018.02.02 13:33:14-05'00' PTC Product Design Group,LLC PO 8-520776 Longwood.FL 32752-0775 321-690-1788 info@plccorp.wm FBPECerUfiwt-cfAuthcdmtbn No.25"S