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Home My WebLink About21-3288•BAR-003288-2021 Issue Date: 1M 0 1 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. IIIII I IN 11111 1 0 1 0 1 . 0 0 6 0 • 1 . I - - - - accordance with City Codes and Ordinances. NO -OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTPAC GNATURE PERMIT EXPIRES IN 6 MONTHS ,y2aL4y*-r- PE TIT OFFICE[) I fAfITHOUT APPROVED INSPECTION I JLSfI3 tj 1]1 a Zt#j jj jk1A;jA - 813-780-0020 City of ZephyrhiUs Permit Application Fax-813-780-0021 ' Building Department i m��' Phone Contact for Permitting I Owner's Address Auc Owner Phone Number Owner Phone Number JOB ADDRESS LCT# SUBDIVISION PARCEL|D# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED wcwcowrrn ADO/ALT [---1 S|GN F—� INSTALL �_] REPAIR [--1 DEMOLISH PROPOSED USE [--1 SFR [—� Comm F---| QTHER TYPE OF CONSTRUCTION �—�BLOCK[—lFRAMEF--�STEELF—� DESCRIPTION OF WORK FL _A� 28LA 6(0 ,\ BUILDING SIZE SCI FOOTAGE HEIGHT f BUILDING VALUATION OF TOTAL CONSTRUCTION F--lPLUMB|NG F--lMECMAN|CAL VALUATION OFMECHANICAL INSTALLATION =GAS ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE nsmorEnso /_«�_� FsEnunRew LL'm_] Address Lioenoe# ELECTRICIAN COMPANY SIGNATURE REemrsnso [_yi_�_1 Fsscunnew Address Lioenae# PLUMBER COMPANY SIGNATURE neo/mrsnso� [_yl_N_] pssuunnEw Address License # MECHANICAL COMPANY SIGNATURE nsa/arsnso [_y!��_� psscunnEw [_Z/N 1 Address License # OTHER COMPANY SIGNATURE esmerEnso �./!�_] pseuunnsw Address License # RESIDENTIAL Attach (2)Plot Plans; (2)sets orBuilding Plans; (1)set ufEnergy Forms; R,O4wPermit for new construction, Minimum ten (1V)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 oYBuilding Plans plus aLife Safety Page; (1)set ofEnergy Forms. R'O4mPermit for new construction. Minimum ten (1O) 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 ofEngineered Plans. ~^^°PROPERTYSURVEY required for all NEW construction. Fill out application completely. Owner & Contractor sign back nfapplication, notarized |fover $25VO,a Notice nfCommencement isrequired. (uCupgrades over $r5oV) °° Agent (for the contractor) or Power of Attorney (for the owner) would besomeone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy ofcontract required) Remofs if shingles Sewers Service Upgrades A/C Fencen(P|ot/Swmey/Foutaga) Driveways -Not over Counter ifnnpublic roadwaya.neednROW jrpol "IN FLORIDA JURAT��.117o3 OWNER OR AGENT CONTRACTOR Subscribed and sworn to (or affirmed) before me this Subscribed and sworn to (or affir?�,e4) be re mf this 2,A by by 72:2L' Who is/are personally known to me or has/have produced know e r s/have produced as identification. as idengication. -Notary Public Commission Name of Notary typed, printed or stamped Page: --L-�Of 1 7181 ; _,4h Ave N Sarasota FL Orlando Date: 0 St. Petersburg, FL 33710 941-355-5227 863-337-4762 � I — Licens;4C 727-522-3035 Ft. Lauderdale Toll Free 21 07607 754-203-9190 866-717-8582 This agreement between Reece Builders and Address 3�03� W CitY��dl.. State )H. Zip Mr: Email Mr: Cell# Mrs: Email Mrs: Cell# This agreement consists of the f0flowing work, an� only that work appearing on this -agreement. LOCATION SIZE STY MAG GLA� IMPACT GLASS LOW -E FRAME PaLOR VINYL FRA GRIDS Obscure as s lass STEEL' PANELS OTHER -7 3 �K5o \.//y —1 �)/j V 2 %,�3 6 T rObscure 3 JUSTYLE, R x -0 4 52,X 3 Y 0 5 '33 '6 6 Ls LS All- 51xs,) V) 8 Ic _L2 _L3 _L4 _L5 -L6 _L7 18 ating/ cooling ducts No removal of a/c system rm systems Not responsible for preexisting conditions Our Compa e right to cancel any contract. Total Contract $ Credit Card Price Type See Separate Form Down Payment D 0 Date Received Cash 0 Check 0 # Balance s To Be Paid 0 Cash or Check to crew upon completion of work 0 Finance by Finance Com an u on All material is guaranteed to be as specified. All work and practices. All agreements cwting ent upon"strikes, accidents, or delays beyond our a. Upon reading this agreement, and with FULL UNDERS along with what items not to be completed, I/We authorize Reece Builders to complete ilders, or authorize my finance company to make final payment if this is a finance transa uthorized by the customer or Reece Builders. In the event that an item is not satisfa ITHHOLD THE RE OF THAT ITEM. The reryin�er of this agreement will be TAI L VALUE Date Owner X Id money for final inspection, Representative X Owner X MI J\lr-mlel M-1 — --- - —1 Page' '§ Of Builders/Windows, Since 1.972 CustomerName: A " � Address: 3 o,5 qv Date. 1 Measured By: �Ij No. St;I Tocatiou Size Grids Color Panels Comments � 1 it i L.ad Grids: Alarm- Customer Understands Alarm Procedure: Exisfing Windows Wood Vinyl Steel Aluminum House Style Brick Wood Block ° https:/Isearch.pascopa.com/sketch.aspx?pid=273165&bid=273165 Wind Velocity (mph) Risk Category Exposure Category Directionality Factor Internal Pressure Coefficient Company: Reece Builders Prepared By: Chris Client Name: Martinez Job Description: 7 windows Project Number: 17363 145 Mean Roof Height 18 2 Building Width (ft) 40 B Building Length (ft) 37 0.85 Roof Slope (x:12) 4 0.18 Design pressures listed below are: Allowable Strength OPENING MARK 1 OPENING DESCRIPTION 21s LOCATION ZONE 4 OPENING ELEVATION 3 OPENING DIMENSIONS MAXIMUM POSITIVE WIDTH (INCHES) HEIGHT (INCHES) PERSSURE(PSF) 73 —5-0— 21.3 MAXIMUM NEGATIVE PRESSURE(PSF) -23.2 2 dh 4 3 52 37 22.3 -24.2 3 dh 4 3 36 37 223 -24.6 4 dh 4 3 52 37 22.3 -24.2 5 dh 4 3 36 36 22.7 -24.6 6 31s 4 3 105 49 20.8 -22.7 7 21s 4 3 52 50 21.8 -23.7 Width of End Zone (a) in feet = 3.7 8/19/202110:46 AM Florida Building Code Online M Wubmit Srcharge I Stat, & Facts Publications Contact Us I BCTS Site Map 1 Links Search isProduct Approval USER: Public User Product —APP-MYW—M9-n—u > Emduct�r ARPLI',��tion ti2arc > implication List > Application Detail FL # FL11411-R8 Application Type Revision Code Version 2020 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 Product Manufacturer Regency Plus Inc Address/Phone/Email 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpi.com Authorized Signature Tony Procopio tony@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/WDMA/CSA 101/I,S.2/A440 2008 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect EL1I411—R3 Equiv EERNo?';?n Ppx,2 PlijAij 2000 540 HS ss.p !Lf https://www.floridabuilding.org/prlpr�_app_dtl.aspx?param=wGEVXQwtDqv8JyqqZ9WuEOl %2bBMpxP5CWESYEZ3q22SEVFKN9rcaciA%3d%3d 1/2 1 /4/2021 , Product Approval Method •.: a . •- • Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 11/06/2020 11/09/2020 11/17/2020 FL # Model, Number or Name Description 11411.1 Series 2000� Series 2000 Vinyl Horizontal Sliding Window Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL11411 R8 C CAC ,,nnr137 R9 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2027 Design Pressure: +40/-40 Installation Instructions Other: FL11411 R8 II RPLSOOSS pdf Verified By: Robert J. Amoruso, PE FL PE No, 49752 Created by Independent Third Party: Yes Evaluation Reports € FL11411 R8 A pERNo S n �R�� nL 14 1 000 sang HG GG Off 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 FL114I1 R8 C CAC NI006383 Reif Approved for use outside HVHZ: Yes j Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2021 Design Pressure: +55/-55 [ Installation Instructions Other: i FI 7 147 1 R8 IT RP S 0 6 Ry sanF H ; XO GG pf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports I FL11411 R8 A� P RNo sin RPr� F �74y1 nnn 40 HG GGp ff Created by Independent Third Party: Yes onta k tk :: 2601 Blair Stone Road Talla�F Phone: 850-487-18 4 The State of Florida is an AA/EEO employer. CCQpYright 2007-2013 tat of F)grida Iva v 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 850.487,1395. *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: hftps://www.floridabuilding.org/prlpr app_dtl.aspx?param=WGEVXQwtDgv8JygqZ9WuEOl%2bl3MpxP5CWESYEZ3g22SEVFKN9rcaciA%3d%3d 2/2 REGENCY PLUS9 INC. SERIES 2000 VINYL HORIZONTAL SLIDING WINDOW 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 (HVHZ). 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 CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHERE 1X BUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEtMASONRY 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 ENGINEER OF RECORD. 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO AAMA/NWWDA 101/I.S.2-97, SEE TEST REPORT NO. NCTL-210-2661-2 DATED 416/01 BY NATIONAL CERTIFIED TESTING LABORATORIES, ORLANDO, FL FOR DETAILS. 5. MATERIAL: 5.1, FRAME: EXTRUDED RIGID PVC. 5.2. REINFORCEMENT: GALVANIZED STEEL TUBE - CENTER HOLLOW OF ACTIVE PANEL MEMBERS (RAILS AND STILES). 6. GLAZING: 6.1. GLAZING DETAIL AS TESTED: 7/8" NOMINAL O.A. IGU COMPRISED OF 2 LITES OF 1/8" TEMPERED GLASS AND DESICCANT STEEL SPACER. ACTIVE PANELS INTERIOR GLAZED USING SEALED INSULATING GLASS WITH A DUAL DUROMETER BACK BEDDING AND A SNAP -IN RIGID DOUBLE LEAFED DUAL DUROMETER RIGID VINYL GLAZING BEAD. FIXED PANEL INTERIOR GLAZED WITH A FOAM TAPE BACK BEDDING AND A SNAP -IN DOUBLE LEAFED DUAL DUROMETER RIGID VINYL GLAZING BEAD, 6.2. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. 6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMAANDMA/CSA 101/LS2/A440 SHALL BE ALLOWED PER ASTM E1300. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. FOR ANCHORING INTO CONCRETE/MASONRYi1S81 1 5'jiEX HW'TAPCQN$',WITH SUFFICIENT,LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 118" MINIMUM EDGE DISTANCE AND 1" MINIMUM EItd MASONRY, WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1"TOLERANCE, 11. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +I- 1" TOLERANCE. 12. ALL FASTENERS TO BE CORROSION RESISTANT. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 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 2500 PSI 13.3, MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY > 117 PCF 13.4. METAL STRUCTURE: STEEL 18GA (0.0428"), 33KSI OR ALUMINUM 6063-T5 0.048" THICK MINIMUM 14. APPROVED CONFIGURATIONS: XOX, OX AND XO. TABLE OF CONTENTS SHEET .,1 DESCRIPTION ------------ NOTES 2 ELEVATION & ANCHORING 3 INSTALLATION DETAILS Robert J. Amoroso, P.E. Florida P.E. No. 49752 fl4PEtpp[ MP A�1Fi4 ,« t" N 49752 fit? L Digitally,.51gned by Robert J PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 321-690-1788 info@ptc-corp. FBPE CeNficete of AuffwnZafion No. 25935 MIN. EDGE DISTANCE, SEE NOTE 5 THIS SHEET, INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET, PERIMETER SEAL BY OTHERS WINDOW PERIMETER SEAL BY OTHERS INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. INSTALLATION ANCHOR, WOOD INSTALLATION NOTES SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING TYPE REQUIRED. 1.1. WOOD FRAMING 1.2. STEEL STUD FRAMING AND 1.3. CONCRETE AND/OR MASONRY MIN. EMBEDMENT, SEE 2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND NOTE 5 THIS SHEET. CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHERE 1X BUCK IS NOT USED, 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. 1 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 1/4" MAX. SHIMIM SPACE 5. SUBSTRATE ANCHORING METHODS: 5.1. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8" 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. 5.2. FOR ANCHORING INTO WOOD FRAMING OR tit BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE. 5.3. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE. 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. INTERIOR MIN. EMBEDMENT, SEE NOTE 5 THIS SHEET. INSTALLATION ANCHOR, WOOD SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR TYPE REQUIRED. MIN. EDGE DISTANCE. SEE NOTE 5 THIS SHEET. 1/4" MAX. SHIM SPACE INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 MIN. TO 3 THIS SHEET, EMBEDMENT, SEE NOTE 5 THIS SHEET. MIN. EDGE DISTANCE. SEE I INSTALLATION ANCHOR. WOOD NOTE 5 THIS SHEET. SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR TYPE VERTICAL CROSS SECTION REQUIRED. WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED 1/4" MAX. SHIM SPACE INTEF -PERIMETER SEAL EXTERIOR BY OTHERS WINDOW WIDTH HORIZONTAL (JAMB) CROSS SECTION WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED so N I on z Wm �i, W O W 4 o a Oz - Of Of a `o 0 O z r O a[ � o z T Z 0 mvmv oo-1J co CO R J I- '"If(I m 2IQ-m D- Z 3 Q ZWO U` t j No O 00 KZ N OQ Si o N U) w Ir m Robert J. Amoroso, P.E. Florida P.E. No. 49752 r�rs*se:yrr 4�, RbkES qu'�+r<r o STA E 4F t` .et L by Robert J ArhorUS0 Date: 2018.02.02 13:33:27-05'00' PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 321E90-nae iMoQpl—rp.com FBPE Certificate of Authorization No. 25935 Builders I Windows, Inc. Since 1972 CGC#15D76U7 � � ^ �� ~~�~�_~/�� =-^~�/^�- This letter is to inform(:LkL� np 22,Db2JAh'j I )l'�hat the windows installed for RE are installed per manufacturers specifications -and thafTve are in compliance with the State of Florida 2020 Building Code and Product Approvals. w4m Before me personally appeared Michael Dean Shrenk, well known tometobethe person described in and who executed this foregoing instrument, and heacknowledged hoand before methat heexecuted the foregoing instrument for the purposes therein expressed. �` VNTNESSmay hand and ofDda|oeaithis ��day of 20_2�� Notary Public State of Florida Victoria Christopher NOTARY PWLIC �STATE �OF FLORID�A y om is Jill= My Commission Expires: k State of Florida