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HomeMy WebLinkAboutProduct Approval C Florida Building Code Online T,1 F. 3f S[ I t Yap _ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us I BCIS Site Map Links Search bi 9v� Product Approval €_.t° USER:Public User ;Y.., , 1®1®1® N F Product Approval Menu>Product or Application Search>Anolication List>Application Detail .;£ FL# FL22378-R6 Application Type Revision FILE U031"OPIS V09 3' Code Version 2017 Application Status Approved F Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. t ( 7 Comments 7^�� r ArchivedRED iCC �41� i �r 1 Product Manufacturer Masonite International SEP 2 6 2019 J Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 ST. Lucie County, Permitting tt 4c (800)663-3667 sschreiber@masonite.com �€ r .bis irk e ' Wit.. Authorized Signature Steve Schreiber ,�i i A ,� sschreiber@masonite.com €pX�'4 Technical Representative I;t ( Address/Phone/Email � t5� Quality Assurance Representative Address/Phone/Email j t ` t s Category Exterior Doors t Subcategory Swinging Exterior Door Assemblies k3 d$ Compliance Method Certification Mark or Listing tS 'Certification Agency National Accreditation&Management Institute q �, Validated By National Accreditation&Management Institute i•t�gg���a � :- ktt s d3 r = Referenced Standard and Year(of Standard) Standard Year i'z i . TAS 201 1994 TAS 202 1994 r sC drM1- TAS 203 1994 4 Equivalence of Product Standards 1 f / Certified By t Y Product Approval Method Method 1 Option A litip:i,www.tloridabuilding.org/pr/pr_app_dtl.asps?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDo0MX5mi9306VsYIXv4vXZY6A%3d%3d[2/6/2019 1:36:06 PM] Florida Building Code Onlinei ,?114T;_ Date Submitted 01/25/2019 Date Validated 01/28/2019 r tjDate Pending FBC Approval Date Approved 02/04/2019 , S F }# t' Summary of Products S' FL# Model,Number,or.Name Description 2378.1 Stormguard Fiberglass Side-Hinged 6-8"Opaque I/S Single Door Door Unit ,E Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.]�df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date tE q Impact Resistant:Yes 12/31/2020 Design Pressure: +60/-65 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.odf Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: ,tit `I wY I pressures listed. 3'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports l protective system is NOT required. See DWG-MA-FLO170 for FL22378 R6 AE 514010A.pdf anchor details and water performance where required. FL22378 R6 AE 514014A.idf 4 _ l Created by Independent Third Party: Yes — ...-- _ 22378.2Stormguard Fiberglass Side-Hinged 6-8"Opaque O/S Single Door Door Unit I 9 p `j nn Limits of Use Certification Agency Certificate ,i Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.i2df r tf ; ' � I ; "� '�w Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 its } Design Pressure: +60/-60 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.pdf =j l$r ii Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute ressure do pressures listed. 3Q 0 "xm6' 8"max t exceed he design Created by nominal om nal size.,Hurricane Evaluation Reports Independent Third Party: protective system is NOT required. See DWG-MA-FLO170 for FL22378 R6 A i 40 0A.1df anchor details and water performance where required. FL22378 R6 AE 514014A.12df Created by Independent Third Party: Yes !! 22378.3 Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single or Double Door w/or w/o Sidelites ", t` Door Unit t �]_ Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date sral a 't Impact Resistant:Yes 12/31/2020 in f Design Pressure: +50.5/-50.5 Installation Instructions ` Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.pddf ¢ Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute E where pressure requirements do not exceed the design Created by Independent Third Party: I pressures listed. 12'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports 1 [[ 3 qYy + f protective system is NOT required. See DWG-MA-FLO170 for FL22378 R6 AE 5].4008A.�df lfi'f lit h anchor details and water performance where required. FL22378 R6 AE 514012A.pdf 3 II Created by Independent Third Party: Yes 1�1p i t 8 r + ,5 €x 22378.4 Stormguard Fiberglass Side-Hinged 6'-8"'Opaque O/S Single or Double Door w/or w/o Sidelites Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.oddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 ir # i Design Pressure: +55.0/-50.5 installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 IT F 0170.]�df i fF fi Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: t' " t pressures listed. 12'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports yi f' F st protective system is NOT required. See DWG-MA-FLO170 for F1_22378 R6 AE_514008A.pdf _ 3l ilk anchor details and water performance where required. FL22378 R6 AE"5]4012A.odf Created by Independent Third Party: Yes 22378.5 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed I/S or O/S Single Door w/or w/o Sidelites [Door Unit _._...._ _ ....._. _. ...._. PA httpa www.floridabtiildin,.org/pr/pi_app_dtl.aspx?parain=wGEVXQwtDgs3M6in9%2fK8XPIOX7v28WDo0NIX5mi9306VsYlXv4vXZY6A%3d%3d[2/6/2019 1:36:06 PM] Florida Building Code Online § Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.09-R3.12df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 .,, Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.pdf Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: rp ]< #If pressures listed. 9'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO172 for EL22378 R6 AE 514008A.2df €€€' anchor details and water performance where required. FL22378 R6 AE 514012A.odf Created by Independent Third Party: Yes R 122378.6 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed I/S Double Door w/or w/o Sidelites Door Unit Z i i k i ;Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.09-R3.12df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date * Impact Resistant:Yes 12/31/2020 r Design Pressure: +50/-55 Installation Instructions { Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.2df yl Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports i t j protective system is NOT required. See DWG-MA-FL0172 for FL22378 R6 AE 514008A.pdf anchor details and water performance where required. FL22378 R6 AE 514012A.pdf g86 : Created by Independent Third Party: Yes s [22378.7 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed O/S Double Door w/or w/o Sidelites �f Door Unit Limits of Use Certification Agency Certificate i Approved for use in HVHZ:Yes FL22378 R6 C CAG NI007077.09-R3,2df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 a i` Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.2df Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute I Et r where pressure requirements do not exceed the design Created by Independent Third Party: I d pressures listed. 12'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO172 for FL22378 R6 AE 514008A.Ddf anchor details and water performance where required. FL22378 R6 AE 514012A.pdf Created by Independent Third Party: Yes 22378.8 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single Door Door Unit + y Limits of Use Certification Agency Certificate ' Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i ',� • Impact Resistant:Yes 12/31/2020 Design Pressure: +60/-65 Installation Instructions ° Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171,pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports 4 protective system is NOT required. See DWG-MA-FL0171 for FL22378 R6 AE 514009A.odf c t j i anchor details and water performance where required. FL22378 R6 AE 514013A.pdf 'fi "E Created by Independent Third Party: Yes t _ 22378.9 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single Door Door Unit Limits of Use Certification Agency Certificate t Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .odf 9 l ; Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date # Impact Resistant:Yes 12/31/2020 I Design Pressure: +60/-60 Installation Instructions Other: Evaluated for use in locations adhering to the Florida F1_22378 R6 II FL0171.pdf s g Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports r t.l protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514009A.2df I anchor details and water performance where required. FL22378 R6 AE 514013A.2df Created by Independent Third Party: Yes k. f 22378.10 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites hitp::,www.floridabtiildin,.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDgs3M6in9%2tK8XPIOX7v28WDoOMX5tni9306VsYIXv4vXZY6A%3d%3d[2/6/2019 1:36:06 PM] Flodda Building Code Online Door Unit xLimits of Use Certification Agency Certificate CApproved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .Dddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 ^ Design Pressure: +50.0/-50.5 Installation Instructions I Itl.€ Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.pdf ; It Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: } t pressures listed. 12'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports § f protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514007A.12df anchor details and water performance where required. FL22378 R6 AE 514011A.pdf Created by Independent Third Party: Yes + -Hinged 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites 122378.11 Stormguard Fiberglass Side t Door Unit f a Limits of Use ; Certification Agency Certificate Approved for use in HVHZ:Yes F1_22378 R6 C CAC NI007077.08 .Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions Al Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.Ddf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute }1 where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FL0171 for FL22378 R6 AE 514007A.pdf anchor details and water performance where required. FL22378 R6 AE 514011A.pdf P t it I'h'Jf I sx i L Created by Independent Third Party: Yes i 22378.12 Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed I/S Single or Double Door w/or w/o Door Unit Sidelites yr ' Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.04-R6.(�df l Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 i Design Pressure: +43/-47 Installation Instructions l i'H r `! Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 017 j)ddf I Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: a pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO173 for FL22378 R6 AE 514007A.pdf t anchor details and water performance where required. FL22378 R6 AE 514011A.pdf I itis gl .�. Created by Independent Third Party: Yes x22378.13 Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed O/S Single or Double Door w/or w/o d Door Unit Sidelites I /g„ Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.04 R6.pdf lltl " Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i qj a E, Impact Resistant:Yes 12/31/2020 rt ka 3,1q, l I Design Pressure: +47/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0173.pdf t (Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute hi I{ it where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports £ I, protective system is NOT required. See DWG-MA-FLO173 for FL22378 R6 AE 514007A.pdf anchor details and water performance where required. FL22378 R6 AE 514011A.IZ Created by Independent Third Party: Yes sip" x x FM IN t� { Contact Us;;2601 Blair Stone Road.Tallahassee FL 32399Phone:850-487-1824 § The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement t . ! 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 +�( ,,r ,,'•,r e' 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: e � 990M AtG'� eCh�sk -s r � hitp: ww%v.floridabtiilding.org/pr/pr_app_dtl.asps?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDo0MX5mi9306VsYIXv4vXZY6A%3d%3d[2/6/2019 1:36:06 PM] NOTICE OF PRODUCT CERT'IFICAT'ION Q,CER7lfin, Company: Masonite International Corporation Certification No.: NI007077.09-R3 1955 Powis Road Certification Date: 05/22/20017 T West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 01/03/2019 Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/and w/o Impact Rated Sidelites ` (4 (w/Wood Frame or Worldwide Composite Frame' unless noted LSE°PR�'av' a t Specification: TAS 201/202/203-94/ASTM E330-02 p ) 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 ivww.Natnicertitication.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number& =Single I/S Glazed 3'0"x 6'8" +55/-55 0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1885 I Single 8.25 psf 2/9.0 psf' Maximum Panel Size:3'0"x 6'8" 7.5 psf' Anchor Details-MA-FL0172-07/W-1807/W-1835/W- 1860/W-1885 XX I/S Glazed 6'0"x 6'8" +50/-55 0 psf Yes NCTL-210-3389-I/ATLNC 1203.01-14/ATLNC 1012.01-16 Double Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1885 XX 0/S Glazed 6'0"x 6'8" +55/-55 3.75 psf/6.0 psfYes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double 8.25 psf'-/8.25 psf 4 Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835/W-1885 XO/OX I/S Glazed Door 6'0"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1885 XO/OX O/S Glazed Door 6'0"x 6'8" +55/-55 3.75 psf/6.0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-I6 Single w/Sidelite Glazed Sidelite 8.25 psf 2/9.0 psf; Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835/W-1885 0X0 I/S Glazed Door 9'0"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1885 OXO O/S Glazed Door 9'0"x 6'8" +55/-55 3.75 psf/6.0 psf' Door-Yes NCTL-210-3389-I/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites 8.25 psf 2/9.0 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835/W-1885 OXXO I/S Glazed Doors 12'6"x 6'8" +50/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1885 OXXO O/S Glazed Doors 12'6"x 6'8" +55/-55 3.75 psf/6.0 psf' Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelites 8.25 psf2/8.25 psf4 Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835/W-1885 1-Denotes ZSeries Threshold Design 2-Denotes High Dam Threshold Design 3-W-1815 4-Denotes worldwide Pro T4 Threshold 5-Denotes HP.Outswing Threshold National Accreditation & Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: 1 MAS®NITC. ' 149"A4AX. OVERALL FRAME 4YID7H - -� O STORMGUARD FIBERGLASS DOOR UNIT 1-2-7" MAX PANEL" MAX. I J Q lzc:s� F D.L.O. PANEL WIDTH - __ 37.x' MAX. 00 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH ^' 0c GEN ERAL1Y47E� 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO II c U THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM It 1 I U 1 DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. I iLO DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ^ o 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF L9 A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). ^ (n 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. q - i 4. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION FACING LITE FRAME a SELF IGNITION TEMP ASTM D1929 1 752 'F> 650 'F 842 'F > 650 'F CRATE OF BURNING ASTM D635 10.56 IN MIN 1.28 IN MIN a SMOKE DENSITY ASTM D2843 153.4% 70.2% o TENSILE STRENGTH• ASTM D638 3.2% DIFF 1.8% DIFF 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): LA g TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 779 'F> 650 'F S ' RATE OF BURNING ASTM D635 -0.0 IN/MIN Ii= Q IY SMOKE DENSITY ASTM 02843 39.0% I O F TENSILE STRENGTH• ASTM D638 3.6% DIFF 00 • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING p, y ID p ROUBLE DOOR UNIT WZ51DELITES a a 4500 HOURS XENON ARC METHOD 1 6. MAXIMUM GLASS SIZES COMPLY WITH ASTM E13O0 FOR THE �F 3 3 3 Re-* 3 m DESIGN PRESSURES LISTED. rn N C7 z N N ww g n�aL ax�al�(L z Z O� O = Q 0 x in L LULL NNO I SINGLE DOOR UN17 QOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WISIDELqtS DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WI7H SIOELITE 4.w v m¢z STRUCTURAL WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE: V9107 07 ONFIG MAX WIDTH INSWING ALL OUTSWING INSWING BUMPER 0 S Z-SERIES 0 S HP 0 5 T4 0 S I HIGH DAM 0 S OXXO 149 +50.01-55 -55.0 . .. .. - .. 7 ee N. T.S.X 37.5'*- +55.0 -55.0 +55.0 -55.0 N A + 5 -25.0 +40O 4400.0 + -50.0 +55.0 -55.0 +55.0 xx /4 0 NA 0 25N A +55.05.0 0 NOX orXO 20 .0 + 0. 55.0 Dwc.an SWS 5 . 5.0 -25.0 +55. CHR.er: X112.5 55 + 0 0 . KURT 8AL7HAZOR00 .0 N A +55.0 -55.0 +55.0 -55.0 DPAWING NO.: .0 +55.0 N/A 0 -400 } +55.0 -55.0 FLORIDAS E DWG-MA-FLD 172-07 } SKEET T L CL Dc) _ 0Q SEE DETAIL 3^ I- 6" O ig "I �a 6' 6. 6^-I j I -�6" 6'- t C<� CL ~ rn Q a SEE DETAIL n^D^ - ( " J � o EE DETAIL _ Sc' SDETAIL SE G_ B w A n B �J B 22 6" G N - M H _ v "r 6 Jig 6' 3' v p M I wz� 6^ II ! ! 1 �� 1I rl I moi 3" 31 V 3' 3• - 3.f f b^ 1 +�6A ( 6" '1 I 6" SEE DETAIL #8 x 2 3 3 3 3 "F" ASTRAGAL RETAINER BOLTHOLE MUST BE DRILLED THROUGH #8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH #10 x 5/8° FOR A 1.375" THROW `" amu LJ IL #8 x 2" #10 x 1" DETAIL "E" ASTRAGAL DETAIL "F" ASTRAGAL _'1'V) a o #10 x 2-112" ATTACH ASTRAGAL RETAINER BOLT w w wo=o x6- i #10 x 1" STRIKE PLATE TO FRAME ?Dao a #10 x 5/8" AS SHOWN. a a a>a g DETAIL "C' 00 DETAIL "D" ��^^�� w � N NtD OC1N s[ N N p '^�-- �--,. JBMPER 2") L IAO :C)- 1.375 Kd 1T -� 1.431 �s. J I c woum¢6 INSWING THRESHOLD O THRESHOLD HP 1S THRESHOLD' pN�1oNN� 11+t�nznaa DATE: 41910 7 1 SSE N.T.S. 1.482' 1.75" 1.047^ 1.437" ""T ati+c.�: 5WS dLCWiNC NO.: 7 7-SERIES OIS THRESHOLD HIGH DA l4 0/S THRESHOLD T4 Q/S THRESHOLD 0WG_yA_FLo172_07 SHEET�OF 4 + ' ` � � � � ! � , / ` ` ` � ' / ' ` ` ' ' i ` � ' ........... .................... Lr) cc CL 00 o cr- 2t UJ I'INSULATED GLASS 1'INSULATED GLASS 0.124.HEAT STRENGTHENED DECORATIVE INSERT 0.124*HEAT STRENGTHENED DECORATM INSERT (OPTIONAL) 0.090-SAFLEX(NOA 15-1201.11) (OPTIONAL) STRENGTHENED DECO' (OPT' 0.090-SArLEX(NCA 15-1201.11) NEO .0124e TEMP, 0.124'HEAT STRENGTHENED .012r TEMP. 0.124"HEAT STRENGTHENED� SPACER BUTYL,FOAM,OR METAL SPACER 1/2-BITE SUrrL FOAM,OR METAL SPACER 112-BITE ICA-, DVIV 995 DOW 995 DOW 995 DOIN 995 Oz o INTMIO Q(TER1 INTER] DETAIL ALIERU&JE—QLALING DMI IMPACT RA CL GLASS IMPACT RATED GLASS z (n LUW 1-114'INSULATED GLASS Q9 V) 0.124'HEAT STRENGTHENED INTERNAL MINIBUNDS (D ui 0490'S16FLEX(NDA 15-1201.11) (OPTIONAL) =)Z)t;c LAJ G, cn 0124'HEAT STRENGTHENED .0124'TEMP. in iy d z METAL SPACER 112'BITE W LLJ o DOW 995 . (n z HOT NUT FOAM GLAZING TAPE ELASTOMER 00 At TERbLATE GLAZING DETAIL IMPACT RAIEPLOLA-S-$ W�taftfifift4mm Wow. DOBA U-W10 L)CIO!<oz DATE: 4/9/07 SCALE-- N.T.S, OWc.BY, sws CHK.BY. DRAWING NO.; DWG-IAA-FLO172-07 4 GF 4 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514010A 434-688-0609 Date: 10/10/2017 rllomas,Z�lrlomasoe.com Test Report: N/A Product: Single door 3'x 68"(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/a w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NDS 2012,NDS 2015,TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 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: t•= 1.500 in Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: Fa„= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1m= 1.140 in Mode I, - Mode I, Mode II Mode III, Mode III, Mode IV qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P= 725.61 lbs P= 884 lbs 8: 1.07 8: 0.57 8: 0.5 8: 0.000 Ko= 2.400 Ko= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6 Zm= 302 lbs Zs= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Ka= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2.400 Ko= 2.400 Ko= 2.400 r� Duration Factor: Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs Allowable Desi n Value C : Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 edgespaclog(in) Substrate:Hollow block distance 2.00 4.00 Minimum embedment: 1.25 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z..= 155 lbs/anchor(per interpolation when needed) ' Fastener type: #10 Tek screw - u s ra e: ee Tabulated design value: Z= 1266 lbs Safety factor: F5= 4 Allowable Design Value(ZFS): Z'= 316 lbs/anchor Minimum anchor capacity: 155 lbs/anchor Note:Anchors with the least capacity is used for calculations to quality anchors with higher capacity. Anchor calculations.minimum required anchors 36.38 Design pressure: 85.0 psf fArea Load Ind- Max. Anchor \� Zone O.C. Cap, Load Result T 79.25 (ft") (lbs) (in) (in) (Ibs) Qty (lbs) At 2.3 195 N/A N/A 155 2 98 OK Ai A2 7.7 656 6.00 18.00 155 5 131 OK ` • • • • • til /% \0 E IV •�� o . TAT 0 F • �s/aNAL ��G`�� II \ Luis R. Lomas P.E. FL No.:62514 1 of 3 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer. Masonite Lewisville.NC 27023 Report* 514010A 434-688-0609 Date: 10/10/2017 rllomas(d)lrlomasoe.com Anchor Locations: 36.38 18.19-- 6.00 TYR 6.o0 TYp. 6.00 1 8" MAX O.C. 79.25 6.00 ow LO `� J•. v• C,EIVb'•'gcf��'� 4vxPFv ; �O1.11 40 NAL,ti Luis R. Lomas P.E. 2 of 3 FL No.:62514 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewsvitle,NC 27023 Report# 514010A 434-688-0609 Date: 10/10/2017 rilornastftiornaspexorn Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/41'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 114"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A I 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2112" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. — .—1 1— .—I---I I FITRIPPF911!11"1-1��0 1 it I V QIVUVVn 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:HOLLOWIFILLED BLOCK PER ASTM C90 WITH Frn=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 1-112"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 MANUFACTURERS 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. 0 NN,-\ N .) \G TAT 0qtr R ///ONAL(I 1110 Luis R. Lomas P.E. FL No.:62514 3 of 3 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#. 514O14A 434-688-0609 Date: 10/10/2017 rliomas C(DIrlomaspe.com Test Report: N/A Product: Single door 3'x6'8"(Composite 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/a w/out gap: a. With threads present in shear plane Fastener type:7110 wood screw (NDS 2012,NDS 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: Fty= 80,000 psi Side member:PVC Main member:Spruce-Pine-Fir(G=0.42) Side member thickness: t,= 1.000 in Main member thickness: t„= 1.500 in Side member dowel bearing strength: Fv= 10,000 psi Main member dowel bearing strength: Fa„= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= 1.140 in Mode Im Mode I, Mode II Mode III, Mode III, Mode IV qm= 636.5 lbs/in qs= 1900 lbs/in A: 0.0005 A: 0.00066 A: 0.00092 A: 0.00105 P= 725.61 lbs P= 1900 lbs 8: 1.07 B: 0.57 B: 0.5 8: 0.000 Ko= 2.400 Ko= 2.400 C: -681.799 Cr -253.623 C: -521.824 C: -93.6 Zm= 302 lbs Z,= 792 lbs P= 510 lbs Ms= 46.8 in-lbs Min= 46.8 in-lbs Ko= 2.400 P= 324 lbs P= 529 lbs P= 299 lbs Min.Design value: Z= 125 lbs Z= 212 lbs Kc= 2.400 Ko= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 135 lbs Z= 221 lbs Z= 125 lbs Allowable Design Value(ZCo): Z.= 199 lbs/anchor Fastener type: 1/4 ITW Tapcon Tabulated values N.O.A.16-1222.06 edgespacing(in) Substrate:Hollow block distance 2.00 4.00 Minimum embedment: 1.25 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z• 155 lbs/anchor(per interpolation when needed) w a cu a ion per uminum Design manual,section TEMi Nominal screw diameter: D: 0.190 in Screw root area: A, 0.0151 int Actual edge distance. de: 1.085 in Screw shear ultimate strength: F,,, 54.0 ksi Per table J3.2 of 2010 Steel Construction Manual 141h Edition Side member material: Vinyl PVL Main member material: 6063-T5 aluminum Thickness: t, 1.000 in Thickness: t2 0.052 in Ultimate tensile strength: F,u, 14 ksi Ultimate tensile strength: Fm2 22 ksi Nominal strength per bearing(side member): Rn=21)t,Fm, Rnl= 5320 lbs (Eq J.5-12) Nominal strength per bearing(main member):Rn=2Dt2Fw2 Rn2= 435 lbs (Eq J.5-12) Nominal strength per tilting:Rn=4.2(t23D)v2Fm2 Rn= 478 lbs (Eq J.5-13) Nominal screw shear strength: Rn=Arl`,/1.25 Rn= 654 lbs (Eq J.5-14) Safety factor: n=3 Allowable shear and bearing capacity: P6 145 lbs/anchor Fastener type: #10 Self tapping screw (Calculations per AISI-S300-12,sections A2.3.2 and E4.3.1) Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F,,, 54.0 ksi Screw root area: Ar 0.0151 int Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material:Vinyl PVC Main member material: Metal framing Thickness: t, 1.000 in Thickness: t2 -. '- Ultimate tensile strength: F,, 14 ksi Ultimate tensile strength: F„2 Nominal strength per tilting: Rn=4.2(t230Y"F„2 Rn= 1001 lbs (Eq E4.3.1-1)7182 lbs (Eq \\\� R, L O,�I��� Nominal strength per bearing(side member):Rn=2.7Dt,F i Rnl= E4.3.1-2 and-4) \\ .`� •r• • • . '�/ �j Nominal strength per bearing(main member): Rn=2.7Dt2F=, Rn2= 1280 lbs (Eq E4.3.1-3 and-5) \� ••\`j E N S♦•��/moi Nominal screw shear strength:Rn=A,F„/1.25 Rn= 654 lbs ♦• �i •*r Safety factor: 0=3 �„ • Allowable shear and bearing capacity: P. 218 lbs/anchor � • ` Minimum anchor capacity: 145 lbs/anchor 0 'jV Note.,Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. • 0 RVO s1ONAIiE?��`` Luis R. Lomas P-E. FL No.:62514 1 of 3 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#: 514014A 434-688-0609 Date: 10/10/2017 rIiornas,ZI rIomaSDe.Goth Anchor calculations,minimum required anchors 36.38 Design pressure: 85.0 psf Area Load Ind. Max. Anchor 79.25 (ft Zone Z) obs) (in) O.C. Cap. Q Load Result A2 1 A2 (in) Obs)) (Ibs) 11 A, 2.3 195 N/A N/A 145 2 98 OK �; AZ 7.7 656 6.00 18.00 145 5 131 OK Anchor Locations: 36.38 8.19 6.00 TYp. 6.o0 T'p. 6.00 is, MAX O.C. 79.25 6.00 IRI!L O���ii 0 F ONALtE?��`� Luis R. Lomas P.E. FL No.:62514 2 of 3 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer. Masonite Lewisville.NC 27023 Report#: 514014A 434.688-0609 Date: 10/10/2017 rl lOmas(C7.,Irlomasoe.Com 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" 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOW BELOW 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. 00 �r� X51 •�r_ TAT OF •� 'c :A., OR 10t-G'01 0NA1- ` Luis R. Lomas P.E. 3 of 3 FL No.: 62514 10/10/2017 Florida Building Code Online � �€ sc+f Lore BCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search OOr _,� Product Approval cl ;�USER:Public User Product Aoproval Menu>Product or Application Search>Application List>Application History>Application Detail FL# FL16674-R12 4 Application Type Revision Code Version 2017 Application Status Approved R° "i } *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by It the POC and/or the Commission if necessary. Comments ky1 = Archived p Product Manufacturer JELD-WEN r ti x Address/Phone/Email 3737 Lakeport Blvd f (p¢ g£ '64 Klamath Falls, OR 97601 ' x (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@'eld-wen.com #t tli s- Technical Representative JELD-WEN Corporate Customer Service a ' t IA Address/Phone/Email 3737 Lakeport Blvd. �A t Klamath Falls,OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com ` fix Quality Assurance Representative Address/Phone/Email t � � _€ j , �-` � Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method 1 Hr'� P Certification Mark or Listing fs "� Certification Agency National Accreditation&Management Institute iH <„ Validated By National Accreditation&Management Institute ] ## �M �itr rat ,z` Referenced Standard and Year(of Standard) Standard Year ] ; ASTM E1886 2005 3t � ASTM E1996 2006 9I�" a iJ� i ASTM E283 2004 gl �l "r£ ASTM E330 2002 ,. TAS 202 1994 Equivalence of Product Standards Certified By 5 pp @g# }5$ , - C 7 h"p:,:wi"v.floridabuildin,.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6elYO813ShBDt764RD9356C4gFgrEQB64ww%3d%3d[8/27/2019 10:46:29 AM] NOTICE OF PRODUCT CERTIFICATION 4cr TO ' "ACCO t yam,. w `;`_ CERTIFICATION NO: NI011919-Rll DATE: 03/26/2014 � T ;r- CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN 7 -VIE 'yY CODE: 1822-1 REVISION DATE: 05/21/2019 To verify that the"Notice of Product Certification"is valid,please visit www.NANUCertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. ANAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if an corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact 3737 Lakeport Boulevard Approved/Studio" Fiberglass Opaque Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Door Configuration:X IS Frame: W-952mm(37.50") H-2081mm(81.93") OS Frame:W-952mm(37.50") H-2081mm(81.25") Panel: W-908mm(35.75") H-2012mm(79.25") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Wind Zone 3 -Missile Level D ASTM E1886-05/E1996-06 Qualifies Configurations:x AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: SJW2013-196/SJW2013-129/SJW2013-231/SJW2013-251/SJW2013-252/SJW2013- 253/N CTL-210-3 924-01/NCTL-210-3 925-03/NCTL-210-3 93 0-O 1/NCTL-210-3 93 0- 02/SJ W2014-066/SJ W 2014-076/SJ W 2014-070/SJW 2014-075/W-1671/W-1711/W-1783 /W-1 799/W-1830/W-1 861/W-1899/W-1904 Expiration Date: March 30, 2026 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124/Fax: (804) 684-5122 PREPARED BY: a.f� Ytti: Q - E JW °� T 371/2"MAX._ BUILDING DROPS,INC. (� 6 O.A.WIDTH 33RLDNIA 9FGCN.BEACHB`VD .338 ANI ����(7' C px:195J139YRi)9 IND O •• S D O O R S 5 4 Pi:195i1)i i]iR 37 1/2"MAX. wm:•ww.Rmlexearan.mm DESIGN PRO/SMOOTH PRO s O.A.WIDTH IMPACT APPROVED I W m P Z I— FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) \ 3 a o N Z o m s F x z cc) x 1 U h W m a GENERAL NOTES: s s g •m n 6 ¢ w 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT Z s O ACTIVE O z 6 ® ACTIVE = a a INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE N—Q s t7 3 p s Z Z W (TBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: N O s = z L? Lf.Q a • ASTM E283-04 O Z xa Ly W t/1 • ASTM E330.02 C1 ...L W • ASTM E1886-05 c g • ASTM E1996-06 = D • AAMA 1304-02 tL Ln un !—LU 6 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE L L a 4 s 6 e 9 3 4 6 6 ) 8 9 cc J RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE ~ a a a 4 a 4 4 a 4 4 a a 4 a p- FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROTECT OF P.ELEVATION 1 . INSTALLATION. TY IP. �1 TYPELEVATION 2 REMARKS BYJ DATE 1 a•-s•000R xElDle 1 e'a'000RNEioRr 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR Add ADA01,Multi-Point Lock GL 06/23/14 A SPECIFIC SITE. IF 517E CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT �AxORNALL N070E•V0.DIR1®�NNMDIEORpAPr RESISTANCE FOR WIND ZONE 3 O LESS. vnmaNrwRrrtEn C9N3ENrDE•DRDWGORoo3,wc Mi•]N�ADDmOxR,NiGRIGMWC d10MEP NARRINGS TO��R DDEDAIFM 4RE NDT PEPMn]FD AHD 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH ODORS ARE QUALIFIED. 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. \\\ E ,• �i� REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY �,�•E••S••. �i OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS 21.0 NOTE: DOORS SHOWN ABOVEMAV BE LEFT OR RIGHT HAND OPERATING DOORS. 0 lop" TABLE OF CONTENTSpept c{Arp vw& 7a SHEET REVISION SHEET DESCRIPTION Digitally signed by Hermes F Norero Reason:I am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Date:2019.06.17 11:26:16.04'00' 2 - TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 3 - OPTIONAL 2X BUCK ANCHORING DETAILS DWG. Y: CHK. Y: MAX.OVERALL DESIGN PRESSURE(PSF) G L,TJ M SS9MSS 4 - VERTICAL ASSEMBLIES NOMINAL SIZE MISSILE 5 - HORIZONTAL ASSEMBLIES CONFIGURATIONINSWING RA OUTSWING IMPACT SCALE: NTS 6 - WOODSUBSTRATES WIDTH HEIGHT POS. NEG. POS. NEG. TING DWG.N:A010851A 7 - CONCRETE SUBSTRATES X 3'-0' 6'-8" SO' 50 50• 50 LMI&SMI SHEET: OF B 8 - COMPONENTS&BILL OF MATERIALS X 3_.j 0 B-0 50 50 50• 50 LMI&SMI '5EE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. INSTALLATION NOTES: PREPARED BY: ' 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS, SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE U LD INN A BEACH BOPS,INC.1338 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DAN BEACH,BLW..5 w\.lBEACH,R 3 E 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITEDTO FAY'195a1Taa 3)ix STUCCO,FOAM,BRICK VENEER,AND SIDING. wro;,x\.w,o"amDRn,GD+.Gx,. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL w OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. 371/2"MAX. Z O 3 o m r I-0.A.WIDTH F A Gi 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR -3"Typ. C a j m 2R JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTARJOINT INTO FACE 12 Q =0 Z SHELL OF BLOCK. N) ,$ O Fn 5 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK Z ® cL = "' o_ CONCRETE/MASONRY CONSTRUCTION. _ O¢ 0 "'Y 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE a¢ zx FOLLOWINGTIES: LD O c_ic� A.WOOD-MINIMUINIMUM SPECIFIC GRAVITY OF 0.55. = W� = f��•7Lj.►{ B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. - - Q C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTMC-90WITH MINIMUM COMPRESSIVE STRENGTH � iu Z OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 m ti= ~ F Q PSI. J l7 m¢ O p o D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH (.1 OF 2000 PSI. N z q Z 9 z w Q a ¢ B. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR I^ w O (- LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. 0 K 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM REMARKS BY1 DATE� EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. Add ADAsiII,M.IU-PDIOLLock GL 5/23/14 a ANCHORTABLE 6'8"DOORS 9'0"DOORS A2 A2 ANDSMLLL NGi RF REDRGNICFpW WxOLLORDARf WIMOIR WAIiT[N[ONSFNTGi BDIGING MGR Iu[. .\I'FMTpxf appIPM3,xGHFIGIITN4GR GFN[a A4 W IHGS TD ANCHOR TYPE ANCHOR SUBSTRATE MIN. MIN.EDGE nPAHmxLEAwlYrt OUMIfDKEi1MFIT Al F M1 DrTmFjEx�. NDD 512E EMBEDMENT DISTANCE MAC. SPAINGAT SPACINGAT yyyyl1711,1!/I77 JAMBS JAMBS \� NOTE: \� • • •°, .. 2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. E• WOODSCREW a10 OR FRAMING 1-1/2" 3/4' 17-1/2" 17-1/4° = V., S'••• '�.1p ITW TAPCON 3/16" CONCRETE/CMU 1.1/4° 17-1/2" 17-1/d' * N 7 7 -v Sq 5* OF ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8'-CONC. 1' 17-1/2" 17-1/4' N1 _ 1-1/4"-CMU i IOP-.- 40 iceIl'FS o.»r ITWTAPCON 3/16° CONCRETE/CMU 1-1/4" 1' 30' 14-3/8" NOTE: I FeDEd.IgF/ DR •p4yt•�sae B2 2-n9%21/1"PFH DOORS SHOWN ABOVE MAY BE LEFT SCREWS OR RIGHT HAND OPERATING DOORS. DETAIL D2 25 26 PFH�2EWSSa + TOP.HOPV 02.05.14 MULTI-POINT SHOOT BOLT DATE: • PLATE LOCATION DWG. Y: CHK. V: DETAIL B2 (RH PLATE SHOWN) GL TIM SS MSS D2 SCALE: NTS TYP.HOPPE 1.BOTTOM SHOOT MULTI-POINT SHOOT BOLT BOLTPLATE DWG.a:A010851A PLATE LOCATION HOPPE 42098911 n SILL SECTION VIEW �HEAD SECTION VIEW SHEET: OFB INSINNGSxOWNOUTSWIN051N1lAN INSWINOSNOUMDUTSw1NGSIMIIAx I� SEF DETAILI SUGETAII Dt ' L/ PREPA733— PH: , BUIPS,INC. 398 ED.,SR.339 33330014)8FAX:19541) .)30 4 1/2"TYP. 4 1/2"TYP. WEB:w b,i14iO8d,opF.mm 11,/2"OFFSET I. m -o to m I O 1;2 i a °� m Ln wLL� I 3 w I 9 0is Cr v gz�— m oF asx W �a CO W m �¢ x < f V I�J a s Q z ^o �� 00 goo OQ O a `x W J � F— m REMARKS BY DATE ' Add ADA till,Multi-Point lock GL 06/23/14 V .ANCHOR LAYOUT 3%BLNOL IN CONOIETF/MASONRY IMI DO N I UJING DRU AND SHA _BEREPROWCFD IN UWNOLE ORPART WITHOUT-EA CONSENTOF BUDDING OAOPS,WL At.BATION3,AMMONS.HIGHIIGN)4VG,OMMMFR ARKINGSTO TN6 DOCUMENTARF NOTPERMO)FDAND INUALMAW OUR CERTIFIGIroN. 1 1/4"MIN.EMBED TYP. G SEE TABLE 2X BUCK ANCHOR TABLE �` ;•��,\•E°.S 'P��i C; 0 G' *' N 7 Z MINEDGE MINCENTER 6'B"DOORS 8'0"DOORS -0 Z -ANCHOR MIN. . . S /{ ANCHOR TYPE SUBSTRATE DIST.TO TO CENTER 0 OF SIZE EMBEDMENT MAX.O.C. MAX.O.C. Q N • I SUBSTRATE DISTANCE � !(/ w D L "I SPACING AT SPACING AT i� IDP:•�!(/`� 2X WOOD BUCK 2X WOOD BUCK INSTALL. JAMBS JAMBS �i s IDA .0.1 ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" ppBI� �� FBPF C�II:A�P T ELCO ULTRACON 1/4' CONCRETE/CMU 1-3/8"-GONG. 1° 4" 25" 30-1/4" /312X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL. 1-1/4 -cMu aozs ssrnox sIDEVLFw DATE: 02.05.14 NOTES: DWG. Y: CHK. Y: GL/TJM SS'MSS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. SCALE: NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG•N:A010851A SHEET: OF8 3 PREPARED BY: BUILDING DROPS,INC. 398 E.OANIABEACD.,SH.338 OANIBEECH,.F1Fl 33D PH:(954)399 8478 G FAX:(154j-411A WEB—WWb.iIdmrtdn,p—. 11 11 INTERIOR EXTERIOR EXTERIOR . ./ INTERIOR 4 m r INTERIOR ./ EXTERIOR Ac O F-0 o O 5 cc to o� LJ O� N mY �1 OPERABLE HEAD �1 OPERABLE SILL X41 OPERABLE SILL z a a Z0 (� OUTSWING SHOWN-INSWING SIMILAR (� INSWING 4 OUTSWING G� V WD W K LU ' F W= AINTERIOR REMARKS BY DATE INTERIOR EXTERIOR 7 INTERIOR EXTERIOR Add ADA sill,Multi-Point Lock GL 06/23/34 A. to0 AD — I DM N.I H RNPERTrD D=uD""'1ENo5HEll NOi BE ONSEREPRONOFBU WNGDRO INC.tNMRA WNL ABBIoNSENTO BDROING DROPS,W al"FRATgN;n00rt10N5,xIGLRENOT G.ORoIHFR OPERABLE ADA SILL OPERABLE SILL �� OPERABLE SILL NIA—Gs. NIHENTERENOTPfRM:FOENo NBR urtDN. 4 INSWING/OUTSWING (4 INSWING 4 OUTSWING OPTIONAL AFCO H-097 N . 7 _* 7 S q OF '? 4� S NE E.ry » �j Bi 9 INTERIOR EXTERIOR FBVE�c/gTr oR -pgyal%,B 8 INTERIOR EXTERIOR DATE: 02,05,14 o �~ DWG. Y: CHK. Y: GL,TJM SSIMSS gOPERABLE SILL Q OPERABLE SILL SCALE: NTS 4 OUTSWING 4 OUTSWING DWG.n:A010851ASHEET: OF8 4 PREPARED BY: HINGE SCHEDULE HINGE DETAIL AT IAMB: Q PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP DOOR HEIGHT QUANTITY BUILDING DROPS,INC. 8 3 �'\ 398 E.DANIA BEACH BLVD.,57E.338 ® DAN IA BEACH.PE 33a04 8.-0" 4 PH:(954)3998418 FA%:1953)144g13R WEB:www..,1,NPgd,,pA 1 do on to 1R 19w ma O omo oa?°a INTERIOR \� / ~ INTERIOR �\ / O O u.l S F 04 In axaLL 1-#9 X 2-1/2"PHILLIPS h¢ Q "'Y �. FLATHEAD WOOD SCREW i- Q 4 Za 3-#9X3/4"PHILLIPS Q FLATHEAD WOOD SCREWS v9 EXTERIOR EXTERI\ WOE 4-#9 PHILLIPS FLATHEAD WOOD SCREWS Q FI 17 USE 3/4"LENGTH FOR 6'-8"DOORS = �' USE 1"LENGTH FOR 8'-0"DOORS ❑ aT LOCK JAMB 03 HINGE JAMB w \115 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR REMARKS BY DATE Add ADA sill,Multi-Point Lock GL 06/23/14 9_119 X 13/4'PFH 3-#8 X 2"PFH 13-#8 X 13/8-PFH(6'-8"UNITS) 8-#9 X 2 1/2"PFH W/HARDWARE W/STRIKE HARDWARE F15-118X 13/8"PFH(8'-0"UNITS) W/STRIKE HARDWARE (6'-8"&8'-0"UNITS) 1-MPL STRIKE PLATE COMES W/HARDWARE NoDRDMI 4-MPL STRIKE PLATES 4-#8 X 13/8"PFH x AND sHALL-61 REPRODUCEOIN WHl DLEORPAAT —CM—TEN CONSENTOF BUI.-DROPS,TNG 21 1-REINFORCEMENT PLATE At,RATION AN110 TprN.oacR 20 HOPPE#12512296 ARMUGSTOTH500C MENTApNDi D EXTERIOR EXTERIOR c p ```L11F1.1111/170 N O _* 7 INTERIOR o INTERIOR o i�d .S A OF DA .N0.13 .5 , AA fjpe 33g it 11 FBPE�L(a. ,HDR �ga&�95 ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK 5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DATE: 02.05.14 DWG. Y: CHK. Y: GL�TJM SS1MSS SCALE: NTS DWG.#:A010851A SHEET: OF8 - 5 PREPARED BY: 2X WOOD BUCK Q i BUILDING DROPS,INC. MIN. �_N 398 E.DANI BE CfH BLVD..TE.330 EDGE DIST. Z 0'L %%%% WOOD ANCHOR PH:(954)3998478 SEE TABLE SHEET 2 w< % SEE TABLE ON SHEET 2 FM:1954)74A.473R H- WEB:wxw.buildingtlropi.mm SILICONE M N o W J 2X WOOD BUCK ~ % c G O N G CL 0.2S" �- x t o In MAX. 2K WOOD BUCK Q Q n¢=LL WOOD ANCHOR SHIM O¢ N ^x SEE TABLE ON SHEET 2 MIN.EMBED. SEE TABLE SHEET 2 a Q a 1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL o W� o 6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIRED r 3 0 SILICONELu SILICONE SILICONE H= J r REMARKS BY DATE 2X WOOD BUCK 2X WOOD BUCK Add ADA sill,Multi-PointLock GL 06/23/14 2X WOOD BUCK xno B NIANDSMALLNDT BFREPRDWCEDDIW COPONT OPERABLE SILL © OPERABLE SILL OPERABLE SILL W- 0, N Eff PEN-PERRRTEDAN N5,ADDinoxs,NIGx1iGNRNr D—FR MAPPINGS TO TNIS D TE OUR CEARf NOTPERMITrtDAND RnFlGTgN. 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED ``L111Iki1!!J2' AFCO H-497 N . 7 Sq OF OIDP; SILICONE SILICONE SILICONE �j�epp DA .NB.73 FBPfJFAIFt MDR �VMA1ss>e IT 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02,05,14. OPERABLE SILL 9� OPERABLE SILL � OPERABLE ADA SILL DWG.BY: SS'MSS 6 OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS DWG.s:A010851A SHEET: OF8 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW /+ SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Vh EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: IQ�MIN. LX WOOD BUCK EDGE DIST. F- . (OPTIONAL) SEE TABLE SHEET 2 BUILDING DROPS,INC. N N Z G W 398E.DANIA EACH.Ft3 STE.330 CONCRETE ANCHOR RICO DAN4 BEACH.FI33DW SEE TABLE ON SHEET 2 PNt 199gU990J70 F Fgz19++1ru ry WEB:wwwAUlgigMN9yf.aa++ I CONCRETE/ N %/ m L .-:A•:' MASONRY - W BV OTHERS .�•'. % G CONCRETE/ . t MASONRY n N 1X W000 BUCK 'A'.. / BY OTHERS a 0 O (OPTIONAL) // ti O FW-• w a Ci 2 v=i % E> '.i s . I MAX. O D � g =_--• —r O� F -"a LL CONCRETE ANCHOR SHIM tia toCo m s D. SEE TABLE ON SHEET 2 '—^ CONCRETE/MASONRY BY OTHERS r MIN.EMBED. SEE TABLE SHEET 2 cam,Q w W x [� HEAD (TYPICAL) 02 JAMB (TYPICAL) OPERABLE SILL OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED U See z �fT O Ao SILICONE o > •• W's SILICONE SILICONE r •d .d ,d REMARKS BYJ DATE p d d 'p d d •p d d Add ADA sill,Muiti-Point lock GL 06/23/14 - CONCRETE/ CONCRETE/ CONCRETE/ MASONflY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS N 0 ipNG ignDSEIaLL N0�0f R[PRODIDEDIA WNDEl ORPPRT OPERABLE SILL OPERABLE SILL OPERABLE SILL ApDDtwRfRN[DN XDENNNNDDROANG FgNA gDOEElONS,N W N EGNIMD.q OMER AUIIRIN6iD tNESODNNENigRF NOI P�ERNT[DPND Ol1TSWING-NO ANCHOR REQUIRED a� INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED N\rrr LrLllil4144'' AFCO H-097 N . 7 p SILICONE SILICONE SILICONE �O OF 0 •d d. .d d d ' p• p c. 'p v, F!Pl c�NFP " "P4ra19sn CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS OPERABLE SILL— K-9-\ OPERABLE SILL OPERABLE SILL DATE: 02.05.14 7 OUTSWING-NOANCHOR REQUIRED 7 OUTSWING-NOANCHORREQUIRED 7 UTSWING/INSWING-NO ANCHOR REQUIRED GL�TJM SS'MSS SCALE: NTS DWG.u:A010851A SHEET: OF8 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. BILL OF MATERIALS PREPARED BY: , 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 y� FINGER-JOINTED PINE C,2 SOLID PINE p BUILDING DROPS,INC. JAMBS 398 E.DANIA BEACH BLVD..STE.338 1 FRAME HEAD /JAMBS LAMINATED VENEER DANIA BEACH,FL 33WH LUMBER p PH:(954)3938178 FAX:(9541744,473A COMPOSITE wiB:www.Nwa�n4amos.mm 2 (NOT USED) B 3 (NOT USED) K 4 THRESHOLD - p Q W m o F- o 5 THRESHOLD _ a Q o m m 6 THRESHOLD - p OW 7 AFCO H-497 THRESHOLD - O 0 @° ® 8 THRESHOLD m cc 9 THRESHOLD - O THRESHOLD m q o O HANDLE 0.C ^o 10 _ o m q CD o HEIGHT o Z_ Q URETHANE FOAM& O m ° e w 0O W FN- 11 WEATHERSTRIP P 3 O POLYETHYLENE ^• 0 o N Z 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE o O Qo z HANDLEc e 13 (NOTUSED) _ HEIGHT 9 O � rFT`M, C�c •• W's 14 (NOT USED) 2 - + F O 15 1110 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL o 0 0 o Q 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL O00 ,a o REMARKS BY DATE 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL B0. Add ADA sill,Multi-PaintL d GL 16/13114 18 LOCK SERIES 400 STEEL oo 19 DEADBOLT SERIES 780 STEEL p m NC U-0-m- ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT NAND-xm BE REvaowCED N-LE OR PART 20 STEEL m THOUfWNTEM1 CLNSEMO NG DROPS,wG ROCKWELL MULTIPOINT TONGUE LATCH 11732287608-0UNIT 0.63° MILTERAVO ADDITION5,HIGxlwH�iouc..R.THER MAR[INGS TO THIS DOCUMENTARE NOT PEWMD AND 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL w tI tiyUC1 SLrON, 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH 118783923 STEEL ° ® ,```` 6 N . 7 ° ® 01 °p "t :* 7 —}1.65" OF OFRAME HEAD/JAMBSO THRESHOLD O THRESHOLD THRESHOLD HEAD SHOOT BOLT PLATE(LH) ����� O VARIES,SEE BOM ABOVE O 22 1:S DA .ND.73 LI yA • BLlm04 `` ``` %� O _ _ iBPF�IfAF� OR ��45395>B 4.563° 4.56° 5.62° 4.57' 1.75° DATE: 02.05.14 DWG. Y: CHK. Y: O AFCO H-497 THRESHOLD O THRESHOLD O THRESHOLD 10 THRESHOLD 23 HEAD SHOOT BOLT PLATE(RH) GL TJM SS MSS SCALE: NTS 0 DWG.#:A010851A I ®® 'm° SHEET: O OF8 5.00"56175" ~ O o . " I . I 4.62" 4 I m BUILDING DROPS 398 East Dania Beach Blvd. Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Design Pro / Smooth Pro / Studio Impact Approved For use outside the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Report No. 6264 Current Florida Building Code Method: 1—A (Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro Studio Impact Approved Material: Fiberglass Product Dimensions: 3'-0"X V-8"(Nominal) 3'-0"X 8'-0"(Nominal) Prepared for: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 e```a�``��i>Ia►►��Or�''�o, Prepared by: `��® ; E••s•- - �Po� Hermes F. Norero, P.E. N . 7 7 - Florida Professional Engineer#73778 = Date:06/07/2019 S A OF Contents: es� O IDP'•' �4V`� Evaluation Report Pages 1-4 Digitally signed by Hermes F Norero Hermes'FIN®1ti�'d;P.E. Reason:I am approving this document Florida od 73778 Date:2019.06.17 11:17:30-04'00' BUILDING DROPS A Perfect Solution in Every Drop! Date: 06/07/2019 Report No: 6264 Certificate of Authorization:29578 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Design Pro/Smooth Pro/Studio Impact Approved For use outside the High Velocity Hurricane Zone(HVHZ) 3'-0"X 6'-8" (Nominal) 3'-0"X 8'-0" (Nominal) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN Inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-'Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current International Building Code, International Residential Code,and Florida Building Code. See Installation Instructions A010851A,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current International Building Code (IBC), International Residential Code (IRC),and Florida Building Code (FBC),excluding the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant covering for Wind Zone 3 or less.An impact resistant covering is required for Wind Zone 4. 4. Site conditions that deviate from the details of drawing A010851A require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010851A for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS Date: 0 A Perfect Solution in Every Drop! Report No:o: 62 62644 Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through National Accreditation&Management Institute(FBC Organization#:CER1773). Performance Standards: The product described herein has been tested per: • ASTM E283-04 • ASTM E330-02 • ASTM E1886-05 • ASTM E1996-06 • AAMA 1304-02 • TAS 202-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization#TST1589) Report# Report Date: SJ W 2013-196 09/03/13 SJ W 2013-129 08/09/13 SJ W 2013-231 12/03/13 SJ W 2013-251 12/23/13 SJ W2013-252 12/23/13 SJ W2013-253 12/23/13 NCTL-210-3924-01 12/18/13 NCTL210-3925-03 02/07/14 N CTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJ W 2014-066 07/07/14 SJ W 2014-076 07/07/14 SJ W 2014-070 07/07/14 SJ W 2014-075 07/07/14 2. Certification Agency National Accreditation&Management Institute (FBC Organization#CER1773) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop! Date: 06/07/2019 o: 624Report No: 6264 Certificate of Authorization:29578 Installation: 1. 'Approved anchor types and substrates are as follows: Through Frame Installation: A. .For two by(2X)wood buck substrate(Min.S.G.=0.55),use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood B. For concrete (Min.f c=3000 psi)or masonry(Conforms to ASTM C90)substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon or%"Elco Ultracon tvoe concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete(Min.f c=3000 psi)or masonry(Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16"diameter ITW Tapcon or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(A010851A)for anchor spacing and more details of the installation requirements. Design Pressure: MAX.OVERALL DESIGN PRESSURE(PSF) NOMINAL SIZE MISSILE CONFIGURATION INSWING OUTSIIII'ING IMPACr WIDTH HEIGHT RATING POS. NEG. POS. NEG. X 3`-0" 6'-8" 50- 1 50 50* 50' LMI&SMI X 3'-0" 8'-0" 50; 50 50" S0 LMI&SMI Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4 Florida Building Code Online � ye��aB� Ji'!- ..�° If�J;z�• 'k. D � Pw:'�` '� � _ +�.rF N � y�� �: � r. BCIS Home Log In _1 User Registration Hot Topics Submit Surcharge ( Stats&Facts , Publications i Contact Us ; BCIS Site Map Links Search Product Approval L'_.. s� USER:Public User f;f Product Aooroval Menu>Product or Aoolication Search>Application List>Application History>Application Detail FL# FL16674-R12 ! Application Type Revision Code Version 2017 Application Status Approved ` # I r IHri ," *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 1 I$q{ Ia Comments Archived p MA t Product Manufacturer JELD-WEN { fltI fl,$ Address/Phone/Email 3737 Lakeport Blvd zg i Klamath Falls,OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative, JELD-WEN Corporate Customer Service Z� Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 1i (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email I•��f5 9j���� a� f r gi Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 'f i s'lt a t I u f ,a I r Compliance Method Certification Mark or Listing I t . 4,! 1++i0Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute }PI liS`t� 1 f= x- its Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 1 # $ t ASTM E1996 2006 ASTM E283 2004 ASTM E330 2002 TAS 202 1994 4� it� f - `, _, z Equivalence of Product Standards Certified By r r r}qp ; s M 1 �ilflsii st littp:iiwivw.floridabiiilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%21S6e1YO813SIiBDt764RD9356C4gFgrEQB64ww%3d%3d(8/27/2019 10:46:29 AM) Florida Building Code Online f ' f " Product Approval Method Method 1 Option A { I + Date Submitted 06/17/2019 � Date Validated 06/18/2019 l Date Pending FBC Approval { Date Approved 06/24/2019 II1� + e Summary of Products `l FL# Model,Number or Name. Description E 116674.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Fiberglass Door, 3'-0"x 6-8"and � EE 1 t Fiberglass 3'-0"x 8'-0",Inswing and Outswing - t' Limits of Use Certification Agency Certificate [ ; ( Approved for use in HVHZ: No FL16674 R12 C CACNI011 9.01-R l.odf }!a{ + Approved for use outside HVHZ:Yes FL16674 R12 C CAC NI011919-Rll.pd Impact Resistant:Yes Quality Assurance Contract Expiration Date £!, I Design Pressure: +50/-50 03/30/2026 I Other: Installation Instructions ` FL16674 R12 II A010851A X. OPO SS 2019-06-17.pdf Verified By: Hermes F. Norero, P.E. 73778 g o i I Created by Independent Third Party: Yes Evaluation Reports FL16674 R12 AE PER6264 X OPO SS 2019-06-17.pd Created by Independent Third Party: Yes 1 ' 111 ia5 i 16674.2 B Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Fiberglass Door, 3'-0"x 6-8"and 3'-0"x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate !, ( Approved for use in HVHZ: No FL16674 R12 C CACNI011 18,01-R7 .1df S Approved for use outside HVHZ:Yes FL16674 R12 C CACNIO 1 8-R11.1df + Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 E ' Other: Installation Instructions r 1 p(z I FL16674 R12 II A010852A X,GLZ SS 2019-06-17.pdf tit } + Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports 1 FL16674 R12 AE PER6265 X GLZ SS 2019-06-17.odf Created by Independent Third Party: Yes 116674.3 Design Pro moot Pro Studio Double Impact OpaqueFiberglass Door, - x - an Fiberglass 6'-0"x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R12 C GAC NI011916.01-R13.pdf Approved stant:Ypact Resioutside HVHZ:Yes FL16674 R12 C CAC N1011916-Rll.pdf Desi Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL16674 R12 II A010853A XX, OPO SS 2019-06-17.pdf {I ' Verified By: Hermes F. Norero, P.E. 73778 j+dj.� j Created by Independent Third Party: Yes Evaluation Reports , + FL16674 R12 AE PER6266 XX OPO SS 2019-06-17.pdf Created by Independent Third Party: Yes f',1 E; iii l` 16674.4 D Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Fiberglass Door, 6'-0"x 6'-8"and l i9 It , 6-0"x W-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R12 C CACNI011917.01-R10. df Approved for use outside HVHZ:Yes FL16674 R12 C CAC NI011917-RI1.pdf� Impact Resistant:Yes Quality Assurance Contract Expiration Date sit Design Pressure: +50/-50 03/30/2026 j Other: Installation Instructions FL16674 R12 II A010854A XX.GLZ SS 2019-06-17.pdf ] t Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports http:/,www.floridabuilding.org/pr/pr_app_dtl.asps?param=wGEVXQwtDgsHepng4%2fS6e I YO813SIiBDt764RD9356C4gFgrEQB64ww%3d%3d[8/27/20I9 10:46:29 AM] Flrnida Building.Code Online -7 FL16674 R12 AE PER6267 XX GLZ SS 2019-06-17.odf Created by Independent Third Party: Yes o '16674.5 E Design Pro/Smooth Pro/Studio Single with side lite(s) (X,O/O,X/O,X,O)Impact Opaque " " Fiberglass Fiberglass Door, 9'-0"x 6'-8"and 9'-0"x 8'-0", Inswing and Outswing jLimits of Use Certification Agency Certificate F4€ s € f Approved for use in HVHZ: No FL16674 R12 C CAC NI011922.01-R12.Ddf Approved for use outside HVHZ:Yes FL16674 R12 C CAC NIO]1922 R12.pdf ( jr,' I Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2026 t I Other: Installation Instructions tp FL16674 R12 II A010855A OXO OX OPO SS 2019 06-17. df €4 � Verified By: Hermes F. Norero, P.E. 73778 ,F" ! Created by Independent Third Party: Yes Evaluation Reports FL16674 R12 AE PER6268 OXO OPO SS 2019-06-17.odf f ' Created by Independent Third Party: Yes 1r _ 16674.6 F Design Pro/Smooth Pro Fiberglass Single with side lite(s) (X,O/O,X/O,X,O)Impact Glazed s Fiberglass Door,9'-0"x 6'-8"and 9'-0"x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R12 C CAC NIO1.1924.01-R1 O.pdf :y I Approved for use outside HVHZ:Yes FL16674 R12 C CAC NI011924-R11.pdf Impact Resistant:Yes FL16674 R12 C CAC NI01341 -R .pdf ?, (itE Design Pressure: N/A Quality Assurance Contract Expiration Date y Other: 03/30/2026 Installation Instructions #ss FL16674 R12 II A010856A OXO,'OX GLZ SS 2019-06-17.odf 1a� , , I Verified By: Hermes F. Norero, P.E. 73778 Ian Created by Independent Third Party: Yes ' 'p Evaluation Reports FL16674 R12 AE PER6269 OXO GLZ SS 201 -06-17.pdf t¢ EP 1Created by Independent Third Party: Yes €1 43{I ty 16674.7 G Design Pro/Smooth _...._ _ y..._...-- Pro/Studio Double with side lite(s) (XX,O/O,XX/O,XX,O) Impact Opaque Fiberglass Fiberglass Door, 12'-0"x 6'-8"and 12'-0" x 8'-0", Inswing and Outswing .- r Limits of Use Certification Agency Certificate I s Approved for use in HVHZ: No FL16674 R12 C CACNI011 14.01-R11.od I , Approved for use outside HVHZ:Yes FL16674 R12 C CAC NI011914-R12.ndf ( t cq Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2026 fff f K°er€ Other: Installation Instructions F—� {L16674 R12 II A01 0857A OXXO. OXX OPO SS 2019-06- 1 7 1 t ql, g Verified By: Hermes F. Norero, P.E. 73778 ( I Created by Independent Third Party: Yes t 1: Evaluation Reports t rx{ FL16674 R12 AE PER6270 OXXO OPO 55 2019-06-17.pdf " ( Created by Independent Third Party: Yes "'` „• 16674.8 H Design Pro/Smooth Pro Fiberglass Double with side lite(s) (XX,O/O,XX/O,XX,O)Impact Glazed t o Fiberglass Door, 12'-0"x 6'-8"and 12'-0"x 8'-0",Inswing and Outswing ,r Limits of Use Certification,Agency Certificate Approved for use in HVHZ: No FL16674 R12 C CAC NI011915.01 RIO.pdf Approved for use outside HVHZ:Yes FL16674 R12 C CAC NI011915-R11.Dddf I Impact Resistant:Yes Quality Assurance Contract Expiration Date 01 #; Design Pressure: N/A 03/30/2026 .° + ` Other: Installation Instructions i =gib Via{ FL16674 R12 II A010858A OXXO OXX GLZ SS 01 -06- Vitf sq I I`4 ±}° ,�, I Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports r FL16674 R12 AE PER6271 OXXO GLZ SS 2019-06-17.odf � Created by Independent Third Party: Yes f;'dka ' (((E I I Ye hnp:a www.floridabuilding.org/pr/pr_app_dtl.aspc?param=wGEVXQwtDgsHepng4%2tS6e I Y0813Sh1313064RD9356C4gFgrEQB64ww%3d%3d[8/27/2019 10:46:29 AM] NOTICE OF PRODUCT CERTIFICATION 4'! CERTIFICATION CERTIFICATION NO: NI011918.01-Rll f\f f�ff > DATE: 03/25/2014 Q eCERTIFICATION PROGRAM: Structural �P11 t. COMPANY: JELD-WEN c irk"ors" '"� ) CODE: 1822-1 � , EDP REVISION DATE: 05/21/2019 To verify that the"Notice of Product Certification'is valid,please visit wwr"r.NAIA,IICerti.tication.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if an corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact 3737 Lakeport Boulevard Approved/Studio" Fiberglass Glazed Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Door Configuration:X Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed Glass/0.090"Solutia PVB Interlayer/1/8"Annealed Glass IS Frame: W-952mm(37.50") H-2487mm(97.93") OS Frame: W-952mm(37.50") H-2470mm(97.25") Panel: W-908mm(35.75") H-2419mm(95.25") DLO: W-606mm(23.87") H-1995mm(78.56") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Wind Zone 3 -Missile Level D ASTM E1886-05/E1996-06 Qualifies Configurations:X AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-231/SJW2013-234/SJW2013-235/SJW2013- 251/SJW2013-252/SJW2013-253/NCTL-210-3924-01/NCTL-210-3925-03/SJW2010-003/SJW2014- 032/NCTL-210-3930-01/NCTL-210-3930-02/SJW2014-068/SJW2014-071/SJ W2014-069/SJ W2014-079/W- 1670/W-1703/W-1783/W-1799/W-1861/W-1899/W-1904 Expiration Date: March 30, 2026 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804) 684-5124 Fax: (804)684-5122 NOTICE OF PRODUCT CERTIFICATION Vll ",cc CERTIFICATION NO: NI011918-R11 z DATE: 03/25/2014 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN g •:EtitFtis�r ,� 1 CODE: 1822-1 rtaC� REVISION DATE: 05/21/2019 To verify that the"Notice of Product Certification"is valid,please visit www.NAN4lC.ertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. ANAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact 3737 Lakeport Boulevard Approved/Studio' Fiberglass Glazed Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Door Configuration:X Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed Glass/0.090"Solutia PVB Interlayer/1/8"Annealed Glass IS Frame: W-952mm(37.50") H-2081mm(81.93") OS Frame: W-952mm(37.50") H-2081mm(81.25") Panel: W-908mm(35.75") H-2012mm(79.25") DLO: W-606mm(23.87") H-1587mm(62.50") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf 1 TAS 202-94 Wind Zone 3 -Missile Level D ASTM E1886-05/E1996-06 Qualifies Configurations:X AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-231/SJW2013-234/SJW2013-235/SJW2013- 251/SJW2013-252/SJW2013-253/NCTL-210-3924-01/NCTL-210-3925-03/SJW2010-003/SJW2014- 032/N CTL-210-3930-01/NCTL-210-3930-02/SJ W2014-068/SJW2014-071/SJ W2014-069/SJ W2014- 079/SJW2013?38/W-1670/W-1703/W-1783/W-1799/W-1861/W-1899/W-1904 Expiration Date: March 30, 2026 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 PREPARED BY: O BUIL DING DROPS,INC. SAT T �7' �I p T [1 aAHm BFAF IA HE—MD.,4 yY 1. 1V D ® W S & L 0 0 R IJ 371/2"MAX. 'p:lssgartuaix z IasaP+,.nn O.A.WIDTH� wFa:,,•w.a,a4vxdwvc.cvn, DESIGN PRO/SMOOTH PRO FULL LITE5 IMPACT APPROVED O.A.WIDTH W q a 6 i .0 2 j z H momy FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 5 5 0° z 0 C§ WJ w4- I o:2o: s L spaviLL, mea GENERAL NOTES: _ 6 m io e p Q W m x 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT .y "' 1 6 O m ti w 5 S O G Q❑ H'� NINTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE w 5 a m 5 6 ACTIVE of 4 J Z C),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDINGTOTHE FOLLOWING: 4 • ASTM E283-04 3 LL 5 9 ACTIVE $?LL s z W N • ASTM E330-02 r Z 5 • g Lw7 F 3 4 O = H J W • ASTM E1886-OS r i Ci 5 s Z z O Q O Q - f • AAMA 1304.0ASTM 2 0 z '^ 0 Z / 6.(n � / 2. ADEQUACY OF THE EXISTING STRUCTUAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE / RE51STING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE r FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF ~ INSTALLATION. Liz REMARKS BY DATE 44 5 6 7 a 9 3 4 5 6 7 8 9 Add ADA sill,MP Lock&fladiosL GL 6/23/] 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 4 4 4 4 4 4 4 -,!,^,!,A_4,^4 4 4 4 A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED n TYP.ELEVATION 1 TYP,ELEVATION 2 HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS 6'•4•a(pN MEWHF 4'a•'ok"Vew DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPAR �1N0 LULL NO'4F RFP•ooucCDw WNOIffW rIJR RESISTANCE FOR WIND ZONE3 OR LESS. axsFraroc au•nnc woos,wc. .Arivn7nxs,noonions.wcruoM nuixcs ro ncrsow oniEx EAnK aF4l4mao, � DA wo 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. 6. FULL BETWEEN GLASS,IAPPROVALTE GLAZING,COVERS USE OF FRACTIONAL AIE DECORATIVE, EXTERNAL WROUGHT ROND US(SHAPED)LITES ARE QUALIFIED FOR 65-8"DOORS `````l 'E ,,, 0''''f��i AT DP-/-50 PSF ONLY. 7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WIT) OF 9.75 PSF. NOTE: ;�•N` 77 �Q' REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT DOORS SHOWN ABOVE MAY BE LEFT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OR RIGHT HAND OPERATING DOORS. 1 OVERHANG SUCH THAI OVERHANG(OH)RATIO=OH LENGTH<OH HEIGHT IS 21.0 }1 $ A OF 0 lop-. �tV,`z' TABLE OF CONTENTS c4rFilgr/. on yA�'aire Digitally signed by Hennes F Norero SHEET REWSION SHEET DESCRIPTION Reason:I am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Date:2019.06.17 1127:24.04'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTESDATE: 02,05.14 MAX.OVERALL DESIGN PRESSURE(PSF) 3 - OPTIONAL 2X BUCK ANCHORING DETAILS NOMINAL SIZE MISSILE DWG. Y: CHK. Y: 4 A VERTICAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT GL/TJM SS MSS 5 A HORIZONTAL ASSEMBLIES WIDTH HEIGHT RATING SCALE: NTS POS. NEG. POS. NEG. 6 A GLAZING DETAILS % 3'-0" 6'-8' SO• 1 50 50• 50 LMI&SMI DWG.11:A010852A 7 A WOOD SUBSTRATES 50• 50 L I SMI SHEET: OF9 8 A CONCRETE SUBSTRATES X T-0' 8'4" 50• 50 50• 50 LMI&SMI 9 A COMPONENTS&BILL OF MATERIALS -SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. INSTALLATION NOTES: PREPARED BY: 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS, SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH BUILD OR GREATER OCCURS.SHIM(5)SHALL BE 398 LD INN A BEACH BLVD..STE.INC.N CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANIA BEACH,P333DU PHI9sp3ss.eare 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO.FOAM,BRICK VENEER,AND SIDING. Wm:www.ona,°sa.coP.mm W Ln 4. 1NSTALLATIOV ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL = Lu ., OR HAVE A CORROSION RESISTANT COATING.AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR " F- 6 n,3 m MANUFACTURER'S INSTALLATION INSTRUCTIONS. J O m0 y 0 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR O.A.WIDTH W O o 9 m 1. JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR101NT INTO FACE3"TYP� CEz— 3TyP' LLSHELL OF BLOCK. 0Q xC V) A It- 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. ✓ H O x 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE p C ?g• Zj� FOLLOWING PROPERTIES: ¢ K A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. }- a O ^� B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH V OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTII OF 2000 .�+ r p Q -s PSI. c J o D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH Z z = 6 = Q OF 2000 PSI. 3 3< Z Z Li W Q Q w CL J B. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR OZ N vWWi F F LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. REMARKS Y DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. dd ADASIII,MPLDfk&Radius GL06/2311 ANCHOR TABLE DAD L PE G'S"COORS 8'0"DOORS AND-t NaTSERCPBONCEDNIWNIX[DA+M! mouTswI-1EN coNsfNrarouDaxc D3wz 4c [�TYP.ANCHOR LAYOUT a-Ee.TmNZADOmaNS.Nx: NaDwc,OBmNEE uuENr<aE orxnaimo^xD ANCHOR MIN. MI AL.r ANCHOR TYPE SUBSTRATE MAX-O.C. MAX.O.C. ,1111111JJJ27 SIZE EMBEDMENT DISTANCESTANCE uaEwGSTDrNrs pOf SPA JAMBS AT SPJAM SAT ``` NOTE: \\�`` •• O'''��i� 2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. ��� \•E•• �i WOOD SCREW N10 OR FRAMING 1-1/2- 3/4° 17-1/2' ]7-1/d° ` ^S••• 'p0 ITW TAPCON 3/16" CONCRETE/CMU 1-1/4° 2-]/2' 17.1/2' 17-1/4" S A 7 7 ELCO ULTRACON 1/4° CONCRETE/CMU 1-3/8•-CONC. 1" 17-1/2" 17-1/4° i 0<,, OF 1-1/4°-CMu E� �LI S IDA ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1° 10° 14.3/8' e �I�• Ai NOTE: /qP^/ OB A�s79 DOORS SHOWN ABOVE MAY BE LEFT B2 2-T19 X 21/2'PFH OR RIGHT HAND OPERATING DOORS. SCREWS 2-49 x 2 PFH DETAIL D2 25 26 DATE: 02.05-14 TYP.HOPPE PFH SCREWS MULTI-POINT SHOOT BOLT DWG. Y: CHK. Y: • PLATE LOCATION G M SS'MSS DETAIL B2 (RH PLATE SHOWND2 SCALE: NTS TVP.HOPPE 1-BOTTOM SHOOT MULTI-POINT SHOOT BOLT BOLT PLATE DWG.s:A010852A PLATE LOCATION HOPPE#2098911 SHEET: OF 9 p�SILL SECTION VIEW HEAD SECTION VIEW INSWINGSNDWNDUTSWINGSWIIAR INSWING SHOWN DVSMNG SWIM SEE DETAIL BE SEE DETAIL DS PREPAR7DROPS, BUILPS,INC. 398 E. .,STE.338D0048FAX:I9541IM.ET38 4 1/2"TYP. 41/2"TYP. WEB:—WadmRa.RVF.IDm 11/2"OFFSET m � •� on m A,e L c `2 p 2 n ccY N–I t2cc u LL m e m h a I.a m O¢ D] Q mY a �G N o a Q Z Zw 0 CL Z EE We 00 CZ�7 H LJ Wo 0 Z I a rA� a Wi fV m REMARKS BY DATE Add ADA SIII,MP LDtk&Radius L GL 06/23/1 12% ANCHOR LAYOUT PRIONALRRB INCONCRETE/MASONRY H 11 NIAND SHALL NOT BE REPRO WEED W WHDtEOR PART WITHOUT WRITTEN CONSENT OF BUILDWG DROP;WC ALTFRATIOHS,ADDITIONS,HIGHIVGHTWG,OROTHFR M-1141—THS—MENT APE NOT PERM—A D INVALIDATE OUR CEA 1 1/4"MIN.EMBED TYP. 11 Io m N SEE TABLE 2X BUCK ANCHOR TABLE �``, •�,\•E".S•'• �'��i w 147 O Py ac' N • 7 C5 5'8"DOORS 8'0"DOORS Z Z ANCHOR MIN. MIN.EDGE MIN.CENTER S. R ANCHORTYPE SUBSTRATE DIST.TO TO CENTER -0 OF 512E EMBEDMENT MAX.O.C. MAX.O.C. i O r = SUBSTRATE DISTANCE op � I SPACING AT SPACING AT O 2K WOOD BUCK 2X WOOD BUCK INSTALL. JAMBS JAMBS �i s IBA 0- ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMU 1.1/4" 2-1/2" 4" 25" 30-1/4" ', Bi ,178 FBVEc�FF�%9FAr OR TI�pyAlssTB ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1° 4" 25" �2X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL. 1-1/4"-CMU CAOSS SIMON SIDE WFW DATE: 02.05.14 NOTES: DWG. Y: CHK. Y: SS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. GL/TJM SSASS NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.m:A010852A SHEET: OF9 3 PREPARED BY: BUILDING DCAN'A EACHROPS,INC. 398 E.DANIA BEACH BLVD.,STE.338 a. 478 F-(A 51399 41 PH(; 95)a5.5)3B x:\.\\. WFB:www.buddinRdroDsmm 11 it u3 J o INTERIOR EXTERIOR EXTERIOR /. INTERIOR 4 I INTERIOR EXTERIOR U. �'o O S / c> w o< 5` Cc CIL m 3¢z UJN �1 OPERABLE HEAD �� OPERABLE SILL �4� OPERABLE SILL ° a Z 4 OUTSWING SHOWN-INSWING SIMILAR 4 INSWING 4 OUTSWING U 4 X LIJ > A� 10 F.Ix 11 � REMARKS BYJ DATE INTERIOR EXTERIOR EXTERIOR INTERIOR 7 INTERIOR EXTERIOR Add ADA sill,MP Lock&Radius Lf GL 06/23/1 10 m J°x%t �o �Y.-. . HRRDBR �wGDRD HI�DINC A OSHALL NOT BE RED0.0WCEDINWHOLFOR RARi WRNOUT WA�.TE.CONSENTOE BEINGORODS,INC nITERnnoxs.noDlCU xlG E11T1.D—.A AR%INGS TI THIS DOCOMENTARF NDi DFRMITifDAND OPERABLE ADA SILL OPERABLE SILLS OPERABLE SILL NVADDA7EDDRCERODEATDN 4 INSWING/OUTSWING 4 INSWING 4 OPTIONAL AF OH-097 �* 7 0 '� S DA E.NO..37 11 i'p 1 9 iBVE IF%9inP R %78 INTERIOR EXTERIOR R INTERIOR EXTERIOR '/, / 1II DATE: 02.05.14 DWG. Y: CHK. Y: GL/TJM I SS/MSS OPERABLE SILLSCALE: NTS OPERABLE SILL DWG.u:A010852A 4 OUTSWING 4 OUTSWING SHEET: OF9 4 PREPARED BY: HINGESCHEDULE HINGE DETAILATIAMB: BUILDING DROPS,INC. PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP 398 E.DANIA BEACH BLVD.,SITE.338 DOOR HEIGHT QUANTITY DANIA BEACH,FF 33= PH:(954)399-84M 6'.8" 3 FAX(954)744.4738 `•\ WEB:W—.0"Bdi19d11p1.w1 8'-0" 4 -O Vow m N LL N N 1 C] Lu O / 1 \ J a w w 119 \\� wLLAN K LuLn gasJ j% INTERIOR INTERIOR Q >< A a —3 a 1-#9X2-1/2"PHILLIPS 0 Q F—Ic FLATHEAD WOOD SCREW a z W c 0 \ \'•0� 3-#9X3/4"PHILLIPS Wo - FLATHEAD WOOD SCREWS p EXTERIOR EXTERIOR 990 4-#9 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4"LENGTH FOR 6'-8"DOORS USE 1"LENGTH FOR 8'-0"DOORS w f- 1 LOCK JAMB HINGE JAMB REMARKS 13YI DATE 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR Add ADA sill,MP Lock&Radius L GL 06/73/1 Ni DO,CUME ISH OIWVS.IN AND SHALL NOT BE REPRODUCED W WHOLEOR PART 9-#9 X 13/4"PFH 3-#8 X 2"PFH 13-#8 X 13/8"PFH(6'-8"UNITS) RMEN COONNSMOFBUMiN4 woTM pc 8-#9 X 2 1/2"PFH W/HARDWARE 15-#8 X 13/8'PFH(8--0"UNITS) MARPINDS TO THIS DOCUMENTARF NOT PERMBIEDAND W/STRIKE HARDWARE W1 STRIKE HARDWARE (6'-8"&8'-0"UNITS) COMES W1 HARDWARE INVADDATE OURCFRnRCAnou. 1-MPL STRIKE PLATE 4-MPL STRIKE PLATES 4-#8 X 13/8"PFH \\ ,T�L i I fill,l"1''e 21 1-REINFORCEMENT PLATE11 20 HOPPE#2512296 \\\ O EXTERIOR EXTERIOR =* N 7 � O o �I V DA E.N0.73 \\ B IMERIOR oo 'P �� jgEf R ''Q�4A�ss7e 11 7t!N-TERIOR FB DATE: 02.05.14 ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK JAMB DWG. Y: CHK. Y �HOPPE MULTI-POINT LOCK WG DY SS/MSS 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY SCALE: NTS DWG.#:A010852A SHEET: OF9 5 PREPARED BY: r BUILDING DROPS,INC. 398 E.DANIA BEACH BLVD.•STF.318 04NIA BEACH.R.33004 BH:I9fi139B 11 LA0;1—)— sVEB:rrv,W.waenAa."PyiAn, H oPN V �" o gaU, J w � CL 1'MAX. 1/2'AIRSPACE 1'MAX. 1'MAX. O a N F, m i 1/2'AIRSPACE 1/2'AIRSPACE 1 1"MAX. /2°AIRSPACE Q O m Y Q J LD INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTEflIOR INTERIOR EXTERIOR ¢ F Z 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 2 Z i m 0.090"SOLUTIA PVB INTERLAYER z F 0.090"50LUTIA PVB INTERLAYER Z t 0.090"SOLUTIA PVB INTERLAYER 0.090"SGP INTERLAYER 0 N 1/8"TEMPERED GLASS ,°1n 1/8"TEMPERED GLASS f,rOn '-1/8"TEMPERED GLASS �m BY DUPONT H fix, TEMPERED GLASS O K 13 kDOWSILICONEDOW995SILICONEODOW995 SILICONE DOW 995 SILICONE ai 22 22REDI-SEAL REDI-SEAL 24 REMARKS BY DATE DOW 995 SILICONE AddADASlli.MP Lock&RadlusL Gl 6/73/1 (1)6'-B" GLAZING DETAIL 08'4' GLAZING DETAIL3QFLUSH GLAZE DETAIL GLAZING DETAIL 6 201/2"MAX.D.L.O.WIDTH 6 201/2"MAX.D.L.O.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS 621/2"MAX.D.L.O.HEIGHT 781/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.LO.HEIGHT IN 6'8"UNITS AT DP+/-50 PSF ONLY H AND MAu nD-et AEvxoou®ix W9+o1s.oA vAnr� 1WMCUT Wa1REN COxS_MOFOUIIOING CAWS Alhenl10x5,epgUOxO,hIGxHGM4YC UR—1.1.FA L 1 `' MAxRINGS*OUM1500[UNEMAOE NOI PFPN�REOAND I— —I aUB�BBFIUTa,,. INTERIOR S 8E ANNEALED GLASS SEALANT 0.090"SOLUTIA PVB INTERLAYER \\\ A. •. �i� 1/8"TEMPERED GLASS �` y� E g EALANT N �O �* 7 7 =Im 7D S q OF te IDP:;'�lti`` 0 DON995 CA &7 \\\\ STRUCTURAL SEALANT FBPF ��/ . V& 5 LAZING DETAIL OPTION 6 201/2"MAX D.L.O.WIDTH 625/8"MAX D.L.O.HEIGHT NOTE: DATE: 02.05.14 3-OX 6.8 ONLY FRACTIONAL GLAZING,INCLUDING INTERNAL GRID.BLINDS DWG. Y: CHK. Y: BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON GL/TJ M SS MSS AND RADIUS)SHAPED)LITES ARE APPROVED IN ALLGLAZING SCALE: NTS DETAILS SHOWN ABOVE. DWG.m:A010852A SHEET: OF 9 6 PREPARED BY: 2X WOOD BUCK BUILDING DROPS,INC. 398 E.DAN BEACH BLVD.,M.338 N h DANIA BEACH,FL 3300) MIN. Z Ei w PH:19541399-84]B EDGE DIST. % WOODANCHOR FM'((g54)]444749 SEE TABLE SHEET T. %% SEE TABLE ON SHEET 2 WEB:Www.EDIIdmgft I... SILICONE W w wt F- �w % o J 2X WOOD BUCK w� 2i % tp � - D"'o �w % OU, Ln oLL�� %%%%/ w 2 Q nas 6 2'^ Stn HAM 0.2 2X WOOD BUCK p Q H m x a WOODANCHOR U In SEE TABLE ON SHEET 2 MIN.EMBED. VI¢ [b SEE TABLE SHEET V7 HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED WP o A� SILICONE SILICONE SILICONE r REMARKS BY DATE 2X WOOD BUCK 2X WOOD BUCK Add ADA sill,MP Lock&Radius l GL 06/23/1 2X WOOD BUCK IHI RI ANDSHALLNOTBEREPROOOCEDIN WHOLE OR PARTC WRHOUT WRRTEN CONSENTOF BL-ORODS,WO OPERABLE SILL © OPERABLE SILL 07 OPERABLE SILL °R"" tjc_o�a g�g" 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED "```11�IIkif2[,,1, AFCO H-497 ���` E ' � ��'� E •S S1 6 N � O -0 O O SILICONESILICONE BA .xB.n7 SILICONE SILICONE % pn Bi FBDE C/�rAJF� OR Tb4YA]95]B 2X WOOD BUCK 2X WOOD BUCK �772X WOOD BUCK DATE: 02,05.14 GL,TJM SS/MSS � OPERABLE SILL �OPERABLE SILL �dl OPERABLE ADA SILL SCALE: NTS 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED INSWING/OUTSWING-NO ANCHOR REQUIRED DWG.s:A010852A SHEET: OF 9 E>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: a MIN. 1K WOOD BUCK BUILDING DROPS,INC. EDGE DIST. (OPTIONAL) SILICONE 390 E.OANIa 8FACNRIVD.,5TE.338 SEETABLESNEET2 N OaP.:BEPuCM.FLRIs 2i 8 CONCRETE ANCHOR 0 vfo ea e:afa ay.[om SEE TABLE ON SHEET 2 w • W W w CONCRETE! •.t; %%/ m$N o MASONRY CONCRETE/ r- i a BY OTHERS w, .• a_� p MASONRY O W Lu BYOTHERS d CL 1K WOOD BUCK : '1•, O (OPTIONAL) a 5 a 0.25 C ofuxi %/ % .8 MAX O¢ m +^g CONCRETE ANCHOR �� SHIM ¢ In v SEE TABLE ON SHEET 2 CONCRETEIMASONRY BY OTHERS d MIN.EMBED. Et� UJ SEETABLE fTyc BLE SHEET HEET2 4 1 L j III++""IIIC BEAD (TYPICAL) JAMB (TYPICAL) 3 OPERABLE SILL u 8 OUTSWINGSHOWN-INSWINGSIMILAR $ OUTSWINGSHOWN-INSWINGSIMILAR 8 INSWING-NO ANCHOR REQUIRED p p 3 U 9c c SILICONE w s X= t= SIUCONE SILICONE REMARKS BV DATE Add ADA sill,MP I..* YSL GL 3/1 •Q d d .Q d d 4 d d O. C. O • CONCRETE/ CONCREFE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS u a r o a aXDfX4LL NG K REIRDOYRO w WnM[ORIIRT svrtNouTwRrTm roNftxT or SuwNM;oRaRs.we .4*FMTUNS.aDORiONS,NGHIGN[v!OR DINER 0.fwG5TOTM OOCUMfNI PR[xOTIf0.MIR[DaND OPERABLE SILL G OPERABLE SILL OPERABLE SILL OUTSWING-NOANCHOR REQUIRE INSWING-NO ANCHOR REQUIRED $ OUTSWING-NO ANCHOR REQUIRED \\` E •• ���f AFCO H-497 .7F '• N . 77 O �A SA OF SILICONE SILICONE SILICONE � - O {QP;••��`�� O� IA .% Mn •d d. •d d. .4 01 Rid Y.+fY� ♦ 'o d 'a d •Q d d CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BYOTHERS BY OTHERS BYOTHERS DATE: 02.05.14 OPERABLE SILL OPERABLE SILL 1 OPERABLE SILL DWG. Y: CHK. Y: OUTSWING-NO ANCHOR REQUIRED $ OUTSWING•NOANCHORREQUIRED 8 UTSWING/INSWING-NOANCHORREQUIRED GL TJM SSI Ss SCALE: NTS DWG.Jr:AO10852A DOPTIONALLY,ANCHOR CAN RE PLACED IN NARROW SHEET: OF 9 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM .^ EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. }V� BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK PREPARED BY: ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 Q FINGER-JOINTED PINE BUILDING DROPS,INC. SOLID PINE 0 398E.DANIA BEACH BLVD.,M.338 1 FRAME HEAD/JAMBS LAMINATED VENEER DANIA BEACH,FL 3300) PH:(954)39 478 LUMBERO FAY:(954))44.4738 COMPOSITE WEB:W Ww.buildiDBd,p,.cpm 2 NOT USED) - to J J 3 (NOT USED) - or m m N o 4 THRESHOLD - O LI- F- 5 THRESHOLD m o O Q o��m - a w LL� 6 THRESHOLD - x Ct Lt- CL S F= 7 AFCO H-497 THRESHOLD - p 000° DO 8 THRESHOLD - ¢ m 9 THRESHOLDO o - o HANDLE �.�1.u. Cr _ O o o 4/ 10 ADA THRESHOLD - HEIGHT Q 60 URETHANE FOAM& o ° O° O 11 WEATHERSTRIP 16 - ] W Z � POLYETHYLENE °^. O o O Qo W 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE 13 HANDLE p Q a` (NOT USED) HEIGHT 2 c C W3 14 (NOTUSED) O o + O 15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL o 0 = ~ V 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL 0 o w ° ° REMARKS BY DATE = Add ADA Sill,VIP Luck&RadiusL GL 06/23/1 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL - 18 LOCK SERIES 400 STEEL ® _ 19 DEADBOLT SERIES 780 STEEL O HI n.nrH PxaP R:r DF ewupwuaxo II 20 ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT _ ANDSHALI.—BE REPRUDUCEDIN ,E..,.T" ROCKWELL MULTI-POINT TONGUE LATCH#732287808-0UNIT STEEL WTH0WWAr NmxsEmOFBuwwGDR0p INC. ONS,ADDITIONS,HIGHLIG G,DRO7HFR omi 0.63° ARIGNGSTO THIS DOCOMENTARE NOTPERMITTE1 R D 1—DATE OUR CERDDCATION, 21 ' HOPPE MULI•POINT HARDWARE HL59000 STEEL T 22 ODL LITE KIT(UMI) 6063-T6 ALUMINUM 23 FLUSH GLAZING LEG FIBERGLASS O '�\,\ °E-°S O° 24 ODL LIPLITE KIT(RADIUS lITES) PC ABS F N O 25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL O OOO * 7 7 cs 26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL .79" �1.65"4—1 S OF 1 FRAME HEAD/JAMBS 4 THRESHOLD 5 THRESHOLD THRESHOLD HEAD SHOOT BOLT PLATE(LH) 011\4° Do No pP° O VARIES,SEE BOM ABOVE O O O ZS °nom L II ( 457" I LLJJ DATE: 02.05.144.56" � ° 4.563° 62 DWG. Y: CHK. Y: ENDURA ZOBL4565F THRESHOLD HEAD SHOOT BOLT PLATGL TJM SS�MSS AFCO H-497 THRESHOLD THRESHOLD O O O E(RH) THRESHOLD 1O Zfi SCALE: NTS 0 DWG.#:A010852A ®® SHEET: OF9 = 4.58" 9 I 4.62"�I o I I 4.56° I o 1.75" BUILDING DROPS 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop! ` 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Design Pro / Smooth Pro Full Lite Impact Approved For use outside the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Report No. 6265 Current Florida Building Code Method: 1—A (Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro Full Lite Impact Approved Material: Fiberglass Product Dimensions: 3'-0"X 6'4"(Nominal) 3'-0"X 8'-0"(Nominal) Prepared for: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 ��```�yi„f l,0r�°i��� Prepared by: �,�. E .s • 'p0�y 7 Hermes F. Norero, P.E. N . 7 _ Florida Professional Engineer#73778 = 'a S A OF ' Date:06/07/2019 �44i O IDP: Contents: Evaluation Report Pages 1-4 Digitally signed by Hermes F Norero Herme�s<FIN®00a;P.E. Reason:I am approving this document Florida No.73778 Date:2019.06.17 11:18:00-04'00' BUILDING DROPS Date: 06/07/2019 A Perfect Solution in Every Drop! Report No: 6265 Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Design Pro/Smooth Pro Full Lite Impact Approved For use outside the High Velocity Hurricane Zone(HVHZ) 3'-0"X 6'-8" (Nominal) 3'-0"X 8'-0" (Nominal) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation -Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This.product has been evaluated for use in locations adhering to the current International Building Code, International Residential Code,and Florida Building Code. See Installation Instructions A010852A,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is incompliance with the current International Building Code (IBC), International Residential Code (IRC),and Florida Building Code(FBC),excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant covering for Wind Zone 3 or less.An impact resistant covering is required for Wind Zone 4. 4. Site conditions that deviate from the details of drawing A010852A require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010852A for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop! Date: 06/07/2019 Report No: 6265 Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through National Accreditation&Management Institute (FBC Organization#:CER1773). Performance Standards: The product described herein has been tested per: • ASTM E283-04 • ASTM E330-02 • ASTM E1886-05 • ASTM E1996-06 • AAMA 1304-02 • TAS 202-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization#TST1589) Report# Report Date: NCTL-210-3918-01 10/04/13 N CTL-210-3924-02 12/18/13 SJW2013-231 12/03/13 SJ W 2013-234 12/09/13 SJW2013-235 11/26/13 SJ W 2013-251 12/23/13 SJ W 2013-252 12/23/13 SJ W 2013-253 12/23/13 NCTL-210-3924-01 12/18/13 NCTL-210-3925-03 02/07/14 SJ W 2014-032 04/22/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJ W 2014-068 07/07/14 S1 W 2014-071 07/07/14 SJ W 2014-069 07/07/14 SJ W 2014-079 07/07/14 N CTL-310-19-038 03/29/19 2. Product Testing performed by Quality Testing Inc. (FBC Organization#TST7638) Report# Report Date: SJ W 2010-003 01/11/10 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 NIP z BUILDING DROPS A Perfect Solution in Every Drop! Date: 0 019 Report No:o: 62 62655 i+ Certificate of Authorization:29578 3. Certification Agency National Accreditation&Management Institute (FBC Organization#CER1773) Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate(Min.S.G.=0.55), use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into B. For concrete (Min.f c=3000 psi)or masonry(Conforms to ASTM C90) substrate where one by(1X),non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum em a ment o into concrete or masonry. C. For concrete(Min.f =3000 psi)or masonry(Conforms to ASTM C90) substrate where wood bucking is NOT employed,use 3/16"diameter ITW Tapcon or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(A010852A)for anchor spacing and more details of the installation requirements. Design Pressure: MAX.OVERALL DESIGN PRESSURE(PSF) NOMINAL SIZE MISSILE CONFIGURATION INSWING OUTSWING IMPACT WIDTH HEIGHT RATING Dric. PQS. . NEG. X Y-014 6r-8" 50* S0 50* 50A LMI&SMI - S0* S0 LMI&SMI Hermes F. Norero,P.E. Florida No.73778 Page 4 of 4