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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: �-�t DATE FILED: - 7'(01S REVISION FEE: 1� ����cr PERMIT # "a ^ 0q3 RECEIPT # l 2-1 5 (a 5 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462.1553 APR 3 0 2018 APPLICATION FOR BUILDING PERMIT REVISIONS ST. Luele county, Permitting PROJECT INFORMATION LOCATION/SITE ADDRESS: -5-7/ q cS6LV EP- ©f-V,- -D(L- DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSIN QUALI ADDR] CITY: PHON] OWNER/BUILDER INFORMATION: NAME: . ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: ST. LUCIE CO CERT. #: 3 0 g 2 C FAX: FAX: ZIP: ZIP: OFFICE USE ONLY: DATE FILED: Lj ---2,(2) - REVISION FEE: �p �'� cri PERMIT # ` `a ^ 0(3 RECEIPT # ' �� (05 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE RECEIVED FORT PIERCE, FL 34982-5652 (772) 462.1553 APR 3 0 2018 APPLICATION FOR BUILDING PERMIT REVISION ST. -uCle county, Permitting PROJECT INFORMATION LOCATION/SITE ADDRESS: -5-71 q -D(1._. '�j�,r-e-P—ce , V-71 3 4 q 8 oZ - DETAILED DESCRIPTION OF PROJECT REVISIONS: C.,o�r-a2�e� i t L- CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS N) QUALIFIERS ADDRESS: CITY: dA, PHONE (DAY OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): ST. LUCIE CO CERT. #: 3(),q s l ZIP: FAX: STATE: ZIP: FAX: U` m Revised 0613 0/17 C* REVISION •a. lei V n - " SCIS Home Log In User Registration Hot Topics SubmitSurcharge St. ts&Facts Publications FBC,Staff BCIS Site Map Links Search Business ' t ^' E;9 Product Approval Professional ��I USER: Public User Regulation ProductAooroval Menu > Product or Application Search > Application List> Application Di tail RECEIVED FL # FL12765-R4 . Application Type Affirmation APR 3 0 2018 Code Version 2014 Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer Janus International Corporation Address/Phone/Email 134 East Luke Road Temple, GA 30179 (770) 562-2850 Ext 360 curts@janusintl.com Authorized Signature Curtis Schroeder curts@janusintl.com Technical Representative Curtis L. Schroeder Address/Phone/Email 134 Janus Intemational Blvd. Temple, GA 30179 (770) 562-2850 Ext 360 curts@janusintl.com Quality Assurance Representative Jake Lyons Address/Phone/Email 134 Janus Intemational Blvd. Temple, GA 30179 (770) 562-2850 Ext 304 jakel@janusintl.com Category Exterior Doors Subcategory Roll -Up Exterior Door Assemblies 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 the Joseph H. Dixon, Jr Evaluation Report Florida License PE-7768 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 05/22/2015 Validated By Gordon Thomas, P. E. Validation Checklist - Hardcopy Received r Certificate of Independence FL12765 R4 COI 29018 cgrt of fi. indemodf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 ASTM E330 i TAS 201 994 r TAS 202 99 TAS 203 Equivalence of Product Standards Certified By Sections from the Code i Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products _ FL*. Model, Number or Name 12765.1 Series 1100 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24.4/-27 Other: Not for use in High Velocity Hurricane Zones I affirm that there l changes in the new Florida Building Code which affect my product(s) .. f product(s) are in compliance with the new Florida Building Code. Yes No N/A FL12765 R4 COC 35008 self affirm 12765 R3 odf Method 1 Option b 03/10/2015 03/10/2015 03/15/2015 Description Series 1100 - 26 Gauge Door Assebmly Max Sae: 8'-8" x 14'-0" Installation Instructions — FL12765 R4 II 29018 Dwo T1012 Rev A.odf FL12765 R4 II 29018 install 750 5100.3df Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports FL12765 R4 AE ER 09-0008-R odf Created by Independent Third Party: Yes 12765.2 Series 1100 Series 1100 - 26 Gauge Door Assembly Max Size: 10'-0" x 14'-0" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +19.41-22.7 Other —Not for use in High Velocity Hurricane Zones Installation Instructions FL12765 R4 II 29018 Dwo T1013 Rev A.odf FL12765 R4 II 29018 Install 750 1100.odf Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports FL12765 R4 AE ER-09-0008-R.odf Created by Independent Third Party: Yes r12765.3 Series 3100 Series 3100 - 26 Gauge Door Assembly Max Size: 16'-0" x 20'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R4 II 34012 Dwo T1004 E.odf Approved for use outside HVHZ: Yes FL12765 R4 II 34022 Mod 3100 inst instr.odf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +36/-41 Created by Independent Third Party: No Other: +36/-41 psf at 12'-0" wide. Varying loads are shown for Evaluation Reports widths 8'-0" to 16'-0". Not for use in High Velocity Hurricane Zones FL12765 R4 AE M3100 FL12765 T1005G P2.odf Created by Independent Third Party: Yes r -- 12765.4 Series 3100 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-38 Other: +35/-38 psf a£ 16'70" wide. Varying loads are shown for widths 15'-0" to 20'-0". Not for use in High Velocity Hurricane Zones 12765.5 Series 750 Series 3100 - 26 Gauge Door Assembly Max Size: 20'-0" x 20'-0" Installation Instructions FL12765 R4 II 32041 FLT1005-F 0002.odf FL12765 R4 II 34022 Mod 3100 Inst instr.odf Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports FLi2765 R4 AE 32041 ER 09-0007-R2 120112 0005 odf Created by Independent Third Party: Yes Series 750 - 26 Gauge Door Assembly Max Size: T-0" x IT-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R4 II 29018 Own T1000 Rev B.odf Approved for use outside HVHZ: Yes FL12765 R4 II 129018 install 750 5100.odf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +35/-45 Created by' Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FLL12765 R4 AE ER-09-0007-R.odf Created by Independent Third Party: Yes — — -- 12765.6 Series 750 Series 750 - 26 Gauge Door Assembly Max Size: 6'-0" x12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No 1 FL12765 EL4 UmP961 r 0 df�� Approved for use outside HVHZ: Yes FL12765 R4 t Impact Resistant: No Verified By: Josep O , r. Design Pressure: +19.9/-24.4 Created by Independent Third Party: No Other: Design pressures listed it at test width of 6'-0". For Evaluation Reports pressures versus widths, see Table 1, Page 4 of evaluation report. FL12765 R4 AE ER-09-0007-R.odf Not for use in High Velocity Hurricane Zones. Created by Independent Third Party: Yes 12765.7 '— series 750 Series 750 - ige Door Assembly Max Size: Bi-8" x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R4 II 29018 Dwg T1002 Rev Bxdf Approved for use outside HVHZ: Yes FL12765 R4 II 29018 install 750 1100.Ddf - Impact Resistant: No Verified By: Joseph H. Dixon'.Jr,' 7768 Design Pressure: +24.4/-27.0 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 R4 AE ER-09-0007-Pod Created by Independent Third Party: Yes 12765.8 Series 750 Series 750 - 26 Gauge Door Assembly Max Sae: 10'-0" x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R4 II 29118 DwgT1003 Rev B Ddf Approved for use outside HVHZ: Yes FL12765, R4 II 29018 install 750 1100.Ddf ! Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +19.4/-22.7 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 R4 AE ER-09-0007-R-adf Created by Independent Third Party: Yes 12765.9 Series 850-S Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46/-54 Other: Not for use in High Velocity Hurricane Zones Series 850-S, 26 Gauge Door Assembly Max Size: 8'-8" x 12'-0" ! Installation Instructions FU2765 R4 II 29018 Dwa T1006-S Rev B.ndf FL12765 R4 II 29018 install 850.3df ! Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports FL12765 R4 AE ER-09-0007-R.odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1874 The State of Florida is an AAIEEO employer. Copyright 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statement :. Refund Statement Under Florida law, email addresses are public records. If you do not LLent 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 dick ham. Product Approval Accepts: 0-0-1 591 E�K:1 Im .. 3 ? . SELF-DRILUNG TAPCON XL PANCAKE HEAD SCREW 5/16' X 2-1/4' 91214 X 1' LONG RI' —I R 12' MAX. O.C. e MAX. nG 12' WIND LOCKS ATTACH ;! WITH 2 �MH 3/16.0 _RIVETS -ZINC COATED WINDLOCK @ Pb' MrAIN MIfAIN EVERY OTHER CORRUGATMN S• 1• OPENING WIDTH + 2-3/4, I —CERTAIN WIDTH + 2-1/2' — STEEL JAMBS COP LH GUIDE MOUNT SHOWN Vy 41D7(PLF) Vy +I07(PLF) Vx ♦204 CPLF) LiarAM anrA Vx -272 CPLF) 2b• WINDLOCK e EVERY OTHER - CORRUGATION /FILLED BLOCK JAMBS TIDE MOUNT SHOWN 2% Rb31 �t Vx ♦204 tPLF) Vx -272 � �cm" � IV , p � a Na. 77� o ° .00 d o U V a cON 6 OF 0 Q'- -a � F OQveoO°000O ,/L, `� e � AL � ,%� a • a zx mz70 3S33 2X 0.750 / �K R234 .Bt2 d n 4.708 1.031 A A 7.73E 2X R.345 L fPLF> VY-118 CPLF) 739 !/ VY-118 (PLF) 1.190 9.746 7W0 1/4'0 POWERS WEDGE -BOLTS W/ 1-1/2• Ub82 MIN. EMBEDMENT IN CONCRETE OR TWO 1/4'0 DATE APPROVA: i-30-07 D Y• S-17-09 CS - ml.ats I - D3b00 i A 1.000' O.D. STEEL PIPE t=.065' STEEL JAMBS CONCRETE/FILLED BLOCK JAMBS STEEL SCREWS W/FULL ASTM A653 WITH Fy = 37 KSI GALVIN LH GUIDE MOUNT SHOWN RH GUIDE MOUNT�SHOWN REAR VIEW PENETRATION INTO MIN. 1/9' SIDE WEV WITH�ASTMEA653'AG9CORDANCE STEEL. 1F EXISTING IS MASOMtY, FILL CELL V/2500 PSI GROUT. SUPERIMPOSED LOAD DIAGRAM DOOR MOUNTING BRACKET DETAIL GENERAL NOTES 9 DESIGN BASED ON CERTIFIED TESTING LABORATORIES, INC., TEST REPORT 11. GUIDE TD JAMB ATTACHMENT FASTENERS BEGIN 4' FROM NIL CTLA - 983W-2 FLOOR AND END 3-1/2' BELOW TDP OF. WALL OPENING. L THIS ROLL -UP ➢UDR SYSTEM IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 9 ANCHOR. NOTES. 12. TEST ODOR WALL OPENING SIZE. 0-B' x B'-0'. ' 2. THIS ROLL -UP DOOR HAS SEEN TESTED IN ACCORDANCE WITH ASTM E-330 AND A. EMBEDMENT LENGTH DOES NOT INCLUDE STUCCO FINISH. COMPLIES WITH ANSI/DASMA 108. B. FOR HOLLOV MASONRY, FILL ALL CELLS B ANCHOR WITH 250D PSI GROUT. C. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. - DESIGN LOAD a+24d PSF 10. MDR OPERATION TYPE TO BE PUSH-UP. HAND CHAIN OR ELECTRIC. �- 3. WIND LOADS FOR BUILDING OPENINGS SHALL BE DETERMINED BY A PROFESSIONAL - ENGINEER USING APPROPRIATE WIND SPCCD AND DESIGN CRITERIA THIS DOOR MAY DE USED WHERE THE DESIGN LOAD MEETS OR EXCEEDS THE DESIGN LEAD AY CWTAFN PROPRIETARY PART Nuvam JANUS INTERNATIONAL CORPORATION FOR THE ]WELDING OPENING. THESE CDkPlWNlnAL DDCUNOOS SU6UITED ARIAS INraRMATION OF A NATURE DOSE OwTICR I=MVVI NUOPLNjISDN� S WYAFaRPRFF�ARAIII@IIOF BWs OF ENGINEERING NEIN ERINNG64VrNwT 134 JANUS INTERNATIONAL BLVD TEMPLE, GA 30179 TER]u. THE JAMBS FROM THIS DOOR ARE DESIGNED IF Vx 4. SUPERIMPOSED LEADS CONTRACTORS AND HEREIN. LONG SHALL HAVE BUILDING ENGINEER VERIFY INC EXPRESS PERMISSION OF JAMS WHICH MAY RECALL tOCAEMIS AT ANY TIME. nassz-zesaFal(77oaBz-zze4 APPLICD FINIITY UA B STRUCTURE ADEQUACY OF BUILDING STRUCTURE TO RESIST SUPERIMPOSED IAADS Vx, Vy ©2012 JBRUB IntemeliDnel CorpOrBUDn All Rights Reserved UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES AND BRACKET LOADS SHOWN. WIT OF �� um 5. ALL WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS IN ACCORDANCE ARE, CERTIFIED WIND LOAD RATED WITH A.WS. SPECIFICATIONS. LATEST EDITION. ALL WELDING ELECTRODES SHALL CONFORM M A.W.S. AS.I GRADE E-70. DECIMAL FRACTIONS ANGLES HOLE DIAMETERS 26 GA SERIES 1100 DOOR ASSEMBLY " "Ls D"TC +.03 t 1/16 t 0° 30, UNDER .251 +'0 °4 .XX -Aa3 Ww BECKY NELSON 5-30-07 6 ]]ORS SHALL BE PROVIDED WITH LOCI( MECHANISMS AT THE OPTION OF THE MAX. SIZE B'-B' X 14'-0' OWNER. BOLTS XXX t.005 . 251 to SOD *]06 aaswa 5-30-07 firm DRAWIND «DxRCID T 101E _ A 7 ALL AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH �AU9 DON MILLS A MINIMUM TENSILE STRENGTH OF 60 KSI. OVER .SOD -A03 APPRO sue' sxan OR DONN MILLS 5-30-07 NONE2 NONE 11C1S Home j log In 1 'User Registration I Hot Topics i Submit Surcharge i Stats & Facts i Publications ! FBC Staff BCIS Site Map i Links Search `d-t*r ({=i Product ApprovalRECEIVED ��USER: Public User gg Product ARRroval Menu > Product or AgWtg2oo Search > ARollcation.List.> Application Detall APR 3 0 Z01 U FL # FL4334-R10 Application Type Revision ST. Lucie County, Permitting 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 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product' Approval Method Date Submitted Date Validated._ Date Pending FBC Approval Masonite International 1955 Powls Road West Chicago, IL 60185 (800) 663-3667 sschrelber@masonite.com Steve Schreiber sschrelber@masonite.com DO rig E erio Doo Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation.& Management Institute Standard TAS 201 TAS 202 TAS 203 Year 1994', 1994 1994 Lo Method 1 Option A 12/1ff 'Fr% M R-A 12/1 1 I Lt" L`; UA' Y Date Approved 12/21/2017 .FL-#`• Model;*umberor:Name. Description - 4334.1 Fiberglass Side -hinged Door Units - 6'-8" Opaque I/S and O/S Single Door r Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design -Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zane, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-B" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional Information. Certification Agency Certificate FL4334 R10 C CAC NI005930.01:PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 RIO II FL0120.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 RIO. AE 514010A.pdf Created by Independent Third Party: Yes 4334.2 Fiberglass Side-hinged'Door Units - 8'-0" Opaque I/S and O/S Single Door Impact Rated Limits of Use Approved for use in-HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use In locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where:pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size, Hurricane protective system is NOT'required. See .anchor detail DWG-MA-FLO121-05 for additional information. 4334.3 - I Fiberglass Side -hinged Door Units - Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design. Pressure:. +55.0/-50.5 Other: Evaluated for use in locations adhering to the. Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. Certification Agency Certificate FL4334 R10:C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 RIO II FL0121.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514009A.pdf Created by Independent Third Party: Yes 8'-0" Opaque O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4334 RIO C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 RIO II FL0121.pd Verified By: National. Accreditation &Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514007A.pdf. Created by Independent Third Party: Yes 4334.4 I Fiberglass Side -hinged Door Units - 18'-0" Opaque I/S Door w/ or w/o Sidelites Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use In locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and Where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the.design pressures listed. 12'-0" x 8'4" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional Information. 4334.5 Fiberglass Side -hinged Door Units - Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Certification Agency Certificate FL4334 RIO C-CAC NI005930.02:PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0121•pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 RIO AE 514007A.pdf Created by Independent Third Party: Yes 6'-8" Opaque O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4334 RIO C CAC NI005930:01.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FLO120.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed, 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required, See anchor detail DWG-MA-FLO120-05 for additional information. 4334.6 I Fiberglass Side -hinged Door Units - Impact. Rated Limits of .Use Approved for. use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 'Other: Evaluated for use in locations adhering to -the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective. system is NOT required: See anchor detail DWG-MA-FLO120-05 for additional information: 4334.7 I Fiberglass.Side-hinged Door Units - Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-W x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO123-05 for additional information. Evaluation Reports FL4334 R10 AE 514008A.12d Created by Independent Third Party: Yes 6'-8" Opaque I/S Door w/ or w/o Sidelites Certification Agency Certificate FL4^ 4 RIO CAC NI005930.01.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0120,pdf Verified By: National Accreditation & Management Institute Created *by Independent Third Party: Evaluation Reports FL4334 R10 AE 514008A.Rdf Created by Independent Third. Party: Yes 8'-0" Glazed I/S and O/S Doorw/ or w/o Sidelites Certification Agency Certificate FL4334 R10 C CAC NI005930.04.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0123.nd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514007A.pdf Created by Independent Third Party: Yes 4334.8 Fiberglass Side -hinged Door Units - I V-8" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved -for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60.0/-60.0 Other: Evaluated for -use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements -as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x W-8" max nominal size, Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO122-05 for additional Information. Certification Agency Certificate FL4334 R10 C CAC NI005930.03.13DF Quality. Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II FL0122.pdf Verified By: National Accreditation & Management Institute .Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514008A.P-- 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 AA/EEO employer. CMyrlght 2007-2013 State of Florida.:: Privacy. Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses arc public records. If you do not want your e-mail address released in response to a public -records request, do riot send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.467.1395, '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 emalls 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: Ed E Credit Card safe NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI005930.01 1955 Powis Road Certification Date: 02/17/2005 West Chicago, IL 60185 Expiration Date: 02/28/2021 Revision Date: 02/20/2015 Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Sidelites (w/Wood Frame unless noted) Specification: TAS 201/202/203-94/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within. NAMI's Certified Product Listing at www.Nainicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number & Outswing Opaque Size Pos/Neg Pressure Rated Comments X [is Opaque 3'0" x 6'8" +701-70 2.86 psf Yes NCTL-210-3102-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 1 KINK, , O aqu '0 x 6i8" V70WOO NaBOBSOV r`210"3J02'-JM= IS-70-90-iaxim arte "5tz`eND' 6i8 - .�nc_hor�1)ttailcMA FL-0120a03- XX US Opaque 6'0" x 6'8" +50.51-50.5 2.86 psf Yes hCTL=21'0=3105=1` ` - Double Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 XX O/S Opaque 6'0" x 6'8" +55/-50.5 6.0 psf/ Yes NCTL-210-3105-1 Double 8.25 psf* Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 XO/OX liS Opaque Door 6'0" x 6'8" +50.51-50.5 2.86 psf Door -Yes NCTI-210-3105-1 Single w/Sidelite Glazed Sidelitc Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 XO!OX O!S Opaque Door 6'0" x 6'8" +55/-50.5 6.0 psf/ Door -Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelite 8.25 psf' Sidelitc=Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 OXO lis Opaque Door 9'0" x 6'8" +50.5/-50.5 2.86 psf Door -Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 OXO O/S Opaque Door 9'0" x 6'8" +55/-50.5 6.0 psf/ Door -Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites 8.25 psf" Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 OXXO [is Opaque Doors 12'4" x 6'8" +50.51-50.5 2.86 psf Doors -Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Dctail-MA-FL0120-05 OXXO O/S Opaque Doors 12'4" x 6'8" +551-50.5 6.0 lisfi Doors -Yes NCTL-21073105-1 Double w/Sidelites Glazed Sidelites 1. 8.25 psf" Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 *High Dam Threshold National Accreditation & Management Institute, Inc.14794 George Washington Memorial Highway/Hayes, VA 2307 Tel: (804) 684-5124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 149' JAM. OVERALL FRAME WIDTH 20D.LPANEL WIDTH MAX. PMAX. 37 5" MAX PANEL W/ASTRAGAL '1 FRAME WIDTH O D Q 0:: J • HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT W-B" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL ¢moo 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. :ry m G G � V •� 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). p 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 yyW AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: o. TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F RATE OF BURNING /STM D635 0.56 IN MIN C-1 ff $ $ u Y ar SMOKE DENSITY 1 ASTIR D2843 53.4X (5j TENSILE STRENGTH- I ASTM D635 1 3.2% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING - - - - 45DD HOURS XENON ARC METHOD 1 o DOUBLE DQQR UNIT W/SIDELITES 0 O a Ad�MoNO Lan N Sn N 3 3 � } Cen9w4mlb:- x In RB5i8iBd8Y Dab 4 im It Z Z � J A � ._I a ®� ®® ®® El [3 ®® ®® ®® ®® a (/I O- V)d w K (A x O O O rn 2 O QxU' Qli� I • • • • do zop u 00 00 0 0 0� NanOiN� ,Sf aln O0RO UNfF� DOUBLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELTTE SINGLE DOOR UNIT SINGLE DOOR UNIT WISIDEL[TES DOUBLE DOOR UNIT WISIDE1ITES tL w O U m x Z WITH SIDELITF WHERE WATER INFILTRATION PERFORMANCE IS TABLE OF CONTENTS CONFIG MAX WIDTH DESIGN PRESSURE INSWING RATING ING REQUIREDTO BE 15% OF DESIGN PRESSURE /y J /J. i Y �7 aic 2111105 OURS OUTSWING OUTSVANG• W SME N.T.S. DESCRIPTION X 37.5 +70.0 -70.0 +70.0 • -70.0 +170.0. -70.0 +70.0 -70.0XX. 1 TYPICAL ELEVAl10N5 &GENERAL NOTES 74 - +50.5 -50.5 +55.0 -50.5 +140.0 -50.5 +140.0 MINSINNG-. -40.0 -40.0 +70.0- -50.52 Mr. BY.- SWS OX or XO - 75 +50.5. -50.5 +55.0 ANCHOR. LOCATIONS & DETAILS - t5D.5 -50'5 +55.0 --50.5 +1+400 -40.0 . t55.0 -50.5 KURTBAUTiAZOR3 C>u. BrOXO oRAwwc No ANCHORING LOCATIONS &DETAILS 112.5 +50.5 -50.5 +55-.0 -50.5 +140.0 -40.0 +55.0 -50.5 FLORIDA P.E. - - • High Dam Threshold Design if56533 DWG-MA-FLO120-05 SMDLT 1 or 3 i 6 SEE DETAIL B. 3' 3. E 3^ 3'..� 3' _1 L_ a - SEE DETAIL 'C' I I I i 6. 8 A O I II I 3' '1 I' 3' 3• 6' .r #8 x 2-1/2" #10 x 2" #10 x 5/8" #8 x 2-1/2" #10 x 1" #10 x 5/8" #10 x 1" #10x2" W a SEE •D- J w W cc 2 a #8 x 2-1/2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1) .124' ANNEALED_ AdderrSmlDNAIA D.D90• SAFM MG - DETAIL ".C" 0.124• ANNEALED - DETAIL "D" TYP. caftaonw. Msoo pO � AURAMM OR BUM SPAM 11/1 1 �F_��d 0.962-1 DOW 1.375' 4tJ a 1.75' ' 1.04T oEuw T,-T T INSWING THRESHOL roulTSWINa THRESIdOLrD% HIGH DAM O/S THRESHOLD v d EE DETAIL C' 6' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL F" ASTRAGAL DECORAVVE DISER7 (OPMONAL) .0124' TEMP. Fi�B �I,—a_ l0El3i4S TYPICAL GLAZING DETAIL IMPACT_ RATED GLASS #6 % 1-1/2• PNS N.T.S. ow& ay; SWS a0L Err. ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS. PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL, SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION: TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 3 I f 6 3 I I .� 16• �k 1I___ 31 � ICI 0 N N 0 - U a SEE DETAIL r .D' SHT. 2 J Q 0 cy O W tD 6 3" -A I-- � MIN— �. SHIM CL — (- TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD, BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 111 LBS. HARDWARE SCHFDIJI F 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2`' CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. TYPICAL WOOD BUCK ANCHOR INSTALLATION 1-XI/2" CORRUGATED OX2' WOOD SCREW 3" FROM EACH END 6' FROM EACH END AND 7' OC AND 12' OC 1 ACRYLIC CAULK A nTTEEXIc CAULK CL COMBINATION COMBINATION MULLION (BOXED) MULLION (BOXED) (ZWOOD SCREWS EACH END 0 COMPOSITE MULLION (INTEGRAL) Dr: sws c W. BY: OF L. Roberto Lomas P. E. 1432 Woodford Rd, Manufacturer: Masonite Lewlsvdle, NC 27023 Report #: 51401 DA 434-688-0609 Date: 10/10/2017 rllomas oAirlomasoe.com Test Report: N/A Product: Single door Tx 6'8" (Wood Frame) Scope: This analysis. provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the .product described. herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity In shear condition: Solid members w/ 6 w/out gap: a. With threads present in shear. plane Fastener type: #10 wood screw (NOS 2012, NOS 2015, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: 0.0000. in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fy, = 80.000 psi Side member: Douglas Fir -Larch (G=0.50) Main member: Spruce -Pine -Fir (6=0.42) Side member.thickness: t,= 1.000 in Main member thickness: tom= 1.500 in Side member dowel bearing strength: F„ : 4,650 psi Main member dowel bearing strength: F— : 3.350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1" = 1.140 in Mode Mode I, Mode II Mode III„ Made.1II, Mode IV qm = 636.5 Ibs/in qs = 884 Ibs/in A; 0.0007 A:, 0.00096 A: 0.00107 A: 0.00135 P = 725.61.lbs P = 884. Ibs 8: 1.07 8: 0.57 8: 0.5 8: 0.000 Kd = 2AOO Ko.= 2.400 C:-427.674 C:-253.623 C;-267.699 - C; -93.6 Z„= 302.Ibs Z,= 368 Ibs P = 331 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs Ko = 2AOO P = 297 Ibs P = 319-lbs P = 263 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs Ka = 2.400 Ka = 2.400 Ko = 2.400 Duration Factor: Co = 1.6 Z= 124'lbs Z= 133 Ibs Z= 110 Ibs Allowable Design Value (ZCo): Z'= 175 lbs/anchor Fastener type: 1/4 ITW'Tapcon Tabulated values N.O.A.16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Actual edge distance: 2.50 in edge distance spacing (in) 2.00 4.00 2.00 130 161 4.00 . 163 202 Actual C To C spacing: Allowable Design Value: 3.00 in Z"= 155 Ibs/anchor (per interpolation when needed) Fastener type. #10 Tek screw Substrate: 18 GA. Steel Tabulated design value: Z= 1266 Ibs Safety factor: Fs= 4 Allowable Design Value (ZF5): Z'= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor Note: Anchors with the least capaetty is used for calculations to quality anchors with higher capacity. Anchor -calculations, minimum required anchors 36.38 Design pressure: 85.0 psf R 79.25 I . f , 1 of 3 Max' Anchor Area Load Ind. Cap. Load Zone (ft) (Ibs) . (in) O.C. . Result. (in) (Ibs) (Ibs) A, 2.3 195 N/A N/A 155 2 98 OK AZ 7.7 656 6.00 18.00 155 5 131 OK \\\\.III I I I ////� ��\\ ra R' L 0 (// v \��C E IV SF qcf��-r oo �V'OO •* e �:v4-TAT e iE`S,••t�P ����/OR S�ONAI,0��`� Luis R. Lomas P.E. FL' No.: 62514 10/10/2017 L.-Roberto Lomas P.E. 1432 Woodrord Rd. _ Manufacturer: Masonite• Lewisville, NC 27023 Report #: 514010A 434-6e8609 Date: 10/1012017 rllomasAirlomasne.com Anchor Locations: --- 36.38 Is-- 18.19 -�- 6.00 TYP.--- 1 6.001YP.------� I , i ry 6.00 18" MAX O.C. I 79.25 2.of 3 J--- 6.00 NN��\�S R �tii����i �`� •�,\G E N S�.•gcA�'r� 0 TAT 0 F • ��iFd' . � O'RtOP • ���� /)is/ONAI.,�c�\�� rriiii Luis R. Lomas P.E. FL No.: 62514 10/.10/201.7 L. Roberto Lomas P. E. 1432 Woodford Rd. .Lewisvile, NC 27023 434-688-0609 rllomas a()ldomaspe.com Manufacturer: Masonite Report #: 514010A Date: 10/10/2017 Installation Instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. 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: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD:FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH. MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. 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. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 3of3 N���5� �\J •'''• ��i v••�\C E N S.•gcP�'r� Ik • 051 TAT 0 F • to s1ONAIL 1 I I(11 Luis R. Lomas P.E. FL No.: 62514 10/10/20.17