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HomeMy WebLinkAboutProduct Approval Window Single HungProfessional •_� a FILE COPY lit "4 Ir�f�T BCIS Home I Login I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications Contact Us BCIS Site Map I Links Search I d...r bRoMa.,,-. :i Product Approval N USER: Public User ' 71d i - . • Product Approval Menu > Product or Application Search > A _placation List > Application Detail FL # FL23358-R5 Application Type Revision Code Version 2020 Application Status Approved MECEIVED REVIEWED FOR CODE COMPLIANCE SL LUCIE COUNTY BOCC ZZn 3- 0 908 Comments MAR 2 9 2022 Archived D St. Lucie County Permitting Product Manufacturer CGI Windows and Doors Address/Phone/Email 10100 NW 25 Street Miami, FL 33172 (305) 593-6590 Lmiller@pgtindustries.com Authorized Signature Sens Rosowski jrosowski@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Dr N Venice, FL 34275 (941)486-0100 Ext21142 lmiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the A. Lynn Miller, P.E. Evaluation Report Florida License PE-58705 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 02/19/2023 Validated By zEeven m. urich, PE ® Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL23358 R5 COI Cert of Indeoendgnce.odf Standard Year TAS-201 1994 TAS-202 1994 TAS-203 1994 Product Approval Method Method 1 Option D Date Submitted 09/04/2020 Date Validated 09/06/2020 Date Pending FBC Approval 09/21/2020 Date Approved 12/16/2020 SummarV of Products FL 4t Model, Number or Name Description 23358.1 SH-4000A Non -Impact Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL23358 R5 iI SH4000 CGI - REV E.Pff Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. 58705 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL23358 R5 AE SH4000 Eng Eval CGI.p-df performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information. 23358.2 SH-4100A Impact Resistant Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL23358 RS II SH4100 CGI - REV E.I?d Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. 58705 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL23358 R5 AE SH4100 Eng Eva[ CGI.pd performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing Information. Back Next Contact :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. C4pyrilght 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 850.487.1395. -Pursuant toSection 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: ® © KR Z Credit Card Safe Engineering Evaluation Report # 4100-082820 Prepared by: A. Lynn Miller, P.E. 1070 Technology Dr. N. Venice, FL 34275 (941) 480-1600 Florida Registration: #29296 Manufacturer: CGI Windows and Doors 3780 W 104th St. Hialeah, FL 33018 Product Description: 4100A Series Impact -resistant Aluminum Single Hung Window, (LM & SM), FL-23358 Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). Supporting Technical Documentation: 1. Approval document: drawing number SH4100FLPA Rev E, signed and sealed by A. Lynn Miller, P.E. 2. Test Report(s) No. FTL 17-7382, 18-8281 & 20-2108.1-6, signed and sealed by Idalmis Ortega, P.E. Fenestration Testing Laboratories, Nokomis, FL 34275 TAS 201-94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure Test TAS 203-94 Cyclic Pressure Loading Test 3. Anchor calculations, signed and sealed by A. Lynn Miller, P.E., dated 9/25/18 & 8/27/20. 4. Miami -Dade RER Product Control Section NOA's; PVB Interlayer by Kuraray America, Inc and Saflex.PVB Interlayer by Eastman Chemical Company Limitations and Conditions of use: • Maximum Design Pressure: +55.0/-65.0 psf • Maximum Overall Buck Size: 52-1/8" x 77" • Maximum DLO: 48-13/16" x 35-1/8" • Units must be glazed per ASTM E1300-09, refer to approval document for glazing details. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions.. • Frame and sash material .to be extruded Aluminum. • Units must be installed in accordance with approval document, SH4100FLPA. Y LYNNoe M�`'�. * No.58705 "2'0; Q '• STATE OF � s � � A. Lynn Miller, P.E. P.E. # 58705 SERIES 4100A IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-11T 35-118' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE FRAME DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD VISIBLE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LIGHT ENGINEER OR ARCHITECT OF RECORD. 4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL 8• MAX, FROM - SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF CENTER OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE MEETING RAIL OF THESE INSTRUCTIONS. 5) SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE 9,.MAX FLORIDA PRODUCTAPPROVAL #23358 53-1/8" TIP -TO -TIP WIDTH 52-1/8' BUCK WIDTH NO ANCHORS REQUIRED IN HEAD 9- MAX B 48-13/16" VISIBLE LIGHT / SEE TABLE 2 77' BUCK HEIGHT / 35-VB' T } 78' VISIBLE SEE TIP -TO LIGHT 47-11116' TABLE 2 TIP VISIBLE LIGHT 1 HEIGHT I OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE NO ANCHORS WINDOW. B REQUIRED IN SILL 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST TYP. FLANGE FRAME THE WIND LOADS CORRESPONDING TO THE REQUIRED DESIGN NCHOR LOCATIONS 0 MAX. SIZE PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 5116' NOM. GLASS STACK 118' ANNEALED GLASS .090' PVB 1/8' ANNEALED GLASS 5/16" LAMI. GLAZING GLASS TYPE 1 52-1/8' BUCK WIDTH SEE O.C. ON TABLE 3, 8-12'MAX — SHEET3 I rD 4BLE L G VISIBLE LIGHT SRAM FRAME I VISIBLE LIGHT 6' MAX O.C. SEE O.C. C T TABLE 3,. 1 SHEET3 BUCK 35-11/ HEIGHT VISIBLE LIGHT 47-11/16- VISIBLE LIGHT 1 8-12' MAX 2-7/8' MAX D GN PRESSURE RATING I IMPACT RATING +55/-65 PSF RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 52-11W BUCK WIDTH 48-13/16• VISIBLE LIGHT 35.1/8' FRAME / VISIBLE LIGHT / 1 i / 1 35-118• BUCUC K VISIBLE HEIGHT LIGHT }- 47-11/16' + VISIBLE LIGHT 6' MAX. O.C. TYP. INTEGRAL FIN FRAME TYP. INTEGRAL FIN FRAME ANCHOR LOCATIONS A MAX. SIZE ANCHOR LOCATIONS 0 MAX. SIZE (INSTALLED WITH SCREWS) (INSTALLED WITH NAILS I 111.1 ORIEL CONFIGURATION 12' ALLOWED PROVIDED GLASS BITE THAT THE FRAME VISIBLE LIGHT HEIGHT OF 35.1/8' 5116' NOM. 791, 899, 983 OR AND THE FRAME HEIGHT, GLASS STACK 7700 rBACKBEDDING AS SHOWN ABOVE. IS NOT 31 EXCEEDED. 1/8' HEAT -STRENGTHENED GLASS .090' PVB EXTERIOR 118'HEATSTRENGTHENED GLASS a 5/16" LAMI. GLAZING GLASS TYPE 2 Laminated Glass Types 1 1/8' Annealed, 0.090' PVB, 118' Annealed 2 118' Heat -strengthened, 0.09W PVB, 1/W Heat -strengthened IN I CKLATtK MRT tlt ARFLV. YVtl UK 1 KUJIPUL 1-Vtl TYP. GLAZING DETAIL 11111111/1 Resistant '� . • v)CENSF'•. •••� '� rl0e: ®Impact Windows & Doors SH WINDOW INSTALLATION J ROSOWSKI WMSTRDssER' _ *? No. 58705 ` *_ DMp1pSm'' Daw 1/11 V. 1141. Ill—L 11.1-, 1111111 1d1111.111.1111 1 1m 11L111.1111 _ = l:1 t GENERAL NOTES & ELEVATION 09/20/17 PREPARED BY LYNN MILLER �� O9/3EO ; [-/` Rev. 1070 TECHNOLOGY DRIVE 0 STATE Of ((/� •••...... Revi.W.- W. Rev. Date: N. VENICE, FL 34275 �� CORIDP ��� ADDED ULTRACON+ ANCHOR JR 08/27/20 (�1)4eo lsoo �.,FSS�aG,�` Serfm/Yodek Salle. Sh"t: Oro.Rro ft R; comaDlRm tom cDlwwDowsa noorts. WAITED LIMNSE TO MAKE: �. ONAL 11111111t SH-4100A NTS 1 OF 4 SH4100FLPA CDPIE9FORPERMIT . A. LYNN MILLER, P.E. REGISTRATION #29296 P.E.# 58705 EDGE DISTANCE EMBEI E EMBEDMENT DIS' NOTES \ 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 2. FOLLOW LOCKS AT EMBEDMENT AND EDGE DISTANCE TOP SASH LIMITS. ANY INSTALLATION OPTION RAIL SHOWN MAY BE USED ON ANY SIDE OF OR THE WINDOW. BOTTOM LIFT RAIL 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X 36 WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-117 11 THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. / 3) SEE SHEET 1 & TABLE 2 FOR SPACING REQUIREMENTS. 4) MAY. SHIM THICKNESS TO BE 1/4-. 5) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO {j MEET DESIGN REQUIREMENTS. NO ANCHORS REQUIRED IN FLANGE FRAME SILL VERTICAL SECTION B-B EDMENT E JCE TIP -TO -TIP WIDTH _1 �It IUK HORIZONTAL SECTION A -A V Anchor Substrate Minimum Edge Distance Minimum Embedment Max. O.C. (Above / Below Meeting Rall) #12 Steel SMS S em me S r 9/1G. 13/8- 21" Aluminum, 6063-TS min. 318'. 0.078" 21' / 23' Screw (G5) Steel Stud, Gr. 33 min. 3/8" 0.045 (20 Gal 21" 123' A36 Steel 3/8' 0.050' 21" / 23' 1/4' Steel em Iline = Concrete (min. 2.9 ksi) 1-119, 1318" 21" / 23' Uaracon Grouted CMU, (ASTM C-90) 2-1/2' 1-3/4' 21- / 23' 114' Steel Utmwn+ P.-T. Souther Pine(SG = .65) r 1-/8" 21"4 23" Concrete (min. 3.0 ksi) 1-7/0' 1318' 21" 123' Grouted CMU, (ASTM C90) 2-1/2" 1-W 21" / 23' Ungmuted CMU, (ASTM C90) r 1-1/4' 12-IW / 12-1/4• P.T. Southern Pine (SG = .55) 1' 1J/8' 21" / 23" 1W 410 SS CreteFlex Concrete (min. 3.35 ksi) 1" I VIV 21' 123' Concrete (min. 3.35 ksi) 2-1/7 1' 21" 123! Ungmuted CMU, (ASTM C90) 1 1-314" 1-1/4' 21' 12r #12 STEEL SELF -DRILLING a SMS (GS) SHOWN INSTALLED DIRECTLY INTO METAL. INSTALLED INTO APPROVED ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR MULLION SECTION APPROVED MULLION, MAY BE VERTICAL OR HORIZONTAL 912 STEEL SELF-DRILI SMS (G5) 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUB51 RATE. 2) "UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ``\ N� N M/��/ ,. �,o , '� • ••.........\,10ENSF •' � No.58705 E - - ' �v�jc•.. 9/3/2 ,; ' O STATE OF ; '4-0- i�� RiORIDP Gam` I•,SS•� //Ole l l l l lW \ A. LYNN MILLER, P.E. P.E.# 58705 Impact Resistant Windows & Doors ®wE.."0oxcEa— nu V. tuu n�.L, nn..ti n uro nN atur.uu I r... ar.ur.nn Title., SH WINDOW INSTALLATION omn Br J ROSOWSKI STALLATION FOR FLANGE WINDOWS 09/20/17 PREPARED BYLYNNMILLER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 Revislan: ADDED ULTRACON+ANCHOR Rev. By: JR Rev. Data. 08/27/20 CDOORLICENSE ID L1MeED LICEN7D M F COPIES FORPERWrnNO. Ser7ea/Modek SH-4100A Sea11: NTS Shoot:O�lnp 20F4 No. SH4100FLPA Rev: E REGISTRATION #29295 I BUC HEIGI VERTICAL SECTION D-D EMBI BUCK WIDTH HORIZONTAL SECTION C-C Tewl c aununnQ Min. Min. Mex. Anchor Substrate Embedment or Edge Max On -center Comer Metal Tid01eas Distance Distance, .. O.C. Distance 2-112' x .113' Box Nall P.T. Southern Pine (SG = .55) - 3W 6' @ Head/Sill S' ® Jambs 2-7/9' 2-117 x .131" Common Nail P.T. Southern Pine (SG = .W 3Ar 2-112" x .145 Rooting Nail, P.T. Southern Pine (SG = .55) 3v P.T. Southern Pine (SG = .55) I-Ta" 12" #10 Steel SMS Screw (G5) 17-9/10" ® Head/SIII 8-1/2" Aluminum, 6063-T5 min 0.100" 38" Steel Stud, Gr. 33 min 0.057' 31W 15" ® Jambs A38 Steel 0.050" 31W P.T. Southern Pine (SG = .55) 1-TS' 9H8" #12 Steel SMS Screw (GS) 17-9/16" @ Head/Sill &1�, Aluminum, 6053-T5 min. 0.125" 7/16" Steel Stud, Gr. 33 min. 0.071" 7/16" 20" ® Jambs A35 Steel 0.050' 7/18" 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) PANHEAD,-FLATHEAD OR HEXHEAD ARE ACCEPTABLE FOR #10 SCREW; FOR # 12 SCREW, USE ONLY PANHEAD OR HEXHEAD. NOTES 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 3. FOLLOW E EMBEDMENT AND EDGE DISTANCE LIMITS, ANY 10E INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. Tile: 2) 2X WOOD FRAMING OR BUCK I-12"THICK OR SH WINDOW INSTALLATION GREATER OeeplpHon: 3) SEE SHEET I FOR SPACING REQUIREMENTS. INSTALLATION FOR FIN WINDOWS 4) MAX. SHIM THICKNESS TO BE 1/4". Rerlslon: ADDED ULTRACON+ ANCHOR 5) GLASS SHOWN IS FOR ILLUSTRATIVE I SeAe,/AladeE fib, Sheet PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. SH-4100A NTS 3 OF 4 AENT EDGE DISTANCE APPROVED ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR 0 MULLION SECTION APPROVED MULLION, MAY BE VERTICAL OR HORIZONTAL SHOWN INSTALLED DIRECTLY INTO METAL. #10STEEL SELF•DRIL SMS (G5) #12 STEEL SELF -DRILLING SMS(GS�SEE TABLE 2 REMOVE FIN AT MULLION 10 11111,11/ : ��•:' `10ENSF '• .(� i Q': •••� Impact Resistant & Doors Drawn By.®Windows J ROSOWSKI WERESTWHU - r.0 ur.ns.on 1 pu ur.o>.nu No.58705 * = pots: PREPARED BY LYNN MILLER 09I20/17 9/3/20 JU 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 O •.• STATE OF 40- ��� '• ;FCORIOP.: •G,\�� Rev. pY Rev. Datm JR 08/27/20 (941)4E0.1800 •,�SS.1 �� ��• F�RS�iVAMEDUt Nse�o a �0NAL1t1�.• Wng No. Rer. SH4100FLPA E coPnaraRPera�mew. A. LYNN MILLER, P.E. REGISTRATION #28296 P.E.# 58705 Item Description 1 Flange Frame Head 2 Flange Frame Sill 3 Flange Frame Jamb 4 Integral Fin frame Head 5 lintegral Fin Frame Sill 6. Integral Fin Frame Jamb 7. Sash Bottom Rail 8 Sash Top Rail 9 HD Fixed Meeting Rail 10 Sash Side Rail 11- Sash Bottom Lock 12 Vinyl-SashStop . 20 Vinyl. Bulb, Flex PVC 70 21 Frame Comer Gasket, Polyethelyne, opt. 22 Sash Comer Gasket, Polyethelyne, opt 23 Fixed Meeting Rail Plug, Rigid PVC 24 Wsip.,18T X.230" Fin Seal 25 Frame/Sash Comer Sealant, opt. 26. Balance Takeout Clip 27 113alance 28 Sash Cam, Nylon 29 - Sweep Latch, Zinc 30 N X 5/8" Ph. Fl. SMS Latch Screws 31 Setting Block 1/8' x 1/2" x 1", EPDM 36 Sash Bottom.Lock Spring -38 Glazing Sealant 40 IGIass Bead (Lam. Glass) �- 2.DD2- ,501' .869 .062' .062' 'O FLANGE FRAME HEAD 6063-T6 ALUMINUM 2.056' 3.225- .050 .975' .050?-- • 1.125- 1 .050' 22.056• 5 INTEGRAL FIN FRAME SILL 6063-T6 ALUMINUM .osr 1.763' .093' -4 1.009- 9 HD FIXED MEETING RAIL 6063-T6 ALUMINUM 2.590' .050' .050• .498' .050• �-- 2.048' OFLANGE FRAME SILL 6063-T6 ALUMINUM r .050" 1.125' -►� I 062" 1.999• .062 .050- .975' 1 050• 1 OINTEGRAL FIN FRAME JAMB 6063-T6 ALUMINUM 2.000' 500- .oso' 3 FLANGE FRAME JAMB 6063-T6 ALUMINUM T 1 1.807' 1.229- L --{ 062• --� .926• 7 SASH BOTTOM RAIL 6063-76 ALUMINUM .062- 865- .OSD' 1.370' 7.874- .926' I�-J_ •062 i SASH SIDE RAIL SASH BOTTOM LOCK RAIL 10 6063-T6 ALUMINUM 17 6063-T6 ALUMINUM SH WINDOW INSTALLATION 1 MATERIALS Revision: ADDED ULTRACON+ ANCHOR 1.9a5• .962' T t12s .050- '869" .062' .062'� OINTEGRAL FIN FRAME HEAD 6063-T5 ALUMINUM -� 1.026- 2.081' .062' .800' 8 SASH TOP RAIL 6063-T6 ALUMINUM OWERESTRONGER- Impact Resistant m.n ar.� WDoors & Daors J ROSOWSKI 09/20/17 PREPARED BY LYNN MILLE 1070 TECHNOLOGY DRIVE '�'• Rt'• DR& N. VENICE, FL 34275 JR 08/27/20- (941)480.1600 SH-4100A I NTS 14 OF 4 1 SH4100FLPA I E DOORS, LIWED LICENSE TO MAKE tttllllll/I \\ p,0 LYNN * : ND. 58705 \ �* �-)3�� STATE OF : • !(/ A. LYNN MILLER, P.E.