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Home My WebLink AboutProduct Approval Florida Buildine Code Online Ou _ BCIS Home Log In' User Registration —Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search doprd sh Product Approval •,, (� °��USER:Public User Product Anoroval Mpn-i>Preduc'or Aoolication Search>Anolication List>Application Detail FL# FL22378-R2 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com i I Technical Representative Address/Phone/Email i Quality Assurance Representative I Address/Phone/Email Category Exterior Doors i Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation &Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year { TAS 201 1994 TAS 202 1994 i TAS 203 1994 Equivalence of Product Standards Certified By E ❑� I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in 1 compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity DYes ONo ON/A http:.,www.Ilotidabuilding.org!pn'pr_app_dtl.aspN?param=NvGEVXQwtDgs3Nl6m99•o2fK8XPIOX7t28WDo0ZYpq%-K4LaKGIVagYyND20w% d%3d[I/IG/2018 9:43:27 AN[] Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 12/01/2017 Date Validated 12/01/2017 Date Pending FBC Approval Date Approved 12/06/2017 Summary of Products FL# Model, Number or Name Description 22378.1 Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single Door Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.07 .odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +60/-65 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL0170.[�df 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 6-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO170 for FL22378 R AE 514010A. anchor details and water performance where required. FL22378 R2 AE 514014A.Ddf I Created by Independent Third Party: Yes 22378.2 Stormguard Fiberglass Side-Hinged 6'-8"Opaque O/S Single Door Door Unit Limits of Use Certification Agency Certificate j Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.07 .odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date j Impact Resistant:Yes 12/31/2020 i Design Pressure: +60/-60 Installation Instructions j Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL0170.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 6'-8" max nominal size. Hurricane Evaluation Reports protective system is,NOT required. See DWG-MA-FLO170 for FL22378 R2 AE 514010A.Ddf anchor details and water performance where required. FL22378 R2 AE 51.401.4A.pdf Created by Independent Third Party: Yes 22378.3 j Stormguard Fiberglass Side-Hinged 6'-8" Opaque I/S Single or Double Door w/or w/o Sidelites Door Unit _....................... ......................--....._.......... ---_.......... --.—...................................._........._......_—....._....—.._........_._. _......--—---............._............----- .....-._..._...... s Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.07 .pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL01.70.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. 12'-0" x 6'-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO170 for FL22378 R2 AE 51.4008A.Ddf anchor details and water performance where required. FL22378 R2 AE 514012A.Ddf Created by Independent Third Party: Yes - — -........................._........................----...................._......_._. ....--- 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 FL2.2378 R2 C CAC NI007077.07 .pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020- Design 2/31/2020Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL0170.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. 12'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO170 for FL22.378 R2 AE 514008A.1df anchor details and water performance where required. FL22378 R2 AE 51.4012A.Qdf hap: wwxc.flo+idabuil(ling.orgipr/pr_app_dtl.aspx?param=NvGLVXQwtDgs3ti16m9%2tK8XPIOX7v28WDo0ZYpq%,K4LaKGI VagYyND20w%3d%3d[1/16/2018 9:43:27 ANIJ o • Florida Building Code Online - -- P Y Created by Independent Third Part Yes j 22378.5 Stormguard Fiberglass Side-Hinged 6-8"Impact Glazed I/S or O/S Single Door w/or w/o Sidelites Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.09 Ddf 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 R2 II FLO172 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. 9'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO172 for FL22378 R2 AE 514008A.odf anchor details and water performance where required. FL22378 R2 AE 514012A-Ddf Created by Independent Third Party: Yes 22378.6 Stormguard Fiberglass Side-Hinged 6-8"Impact Glazed I/S Double Door w/or w/o Sidelites Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.09 .Ddf Approved for use outside HVHZ: Yes' Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida X22378 R2 II FLOl72.idf 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 protective system is NOT required. See DWG-MA-FLO172 for FL22378 R2 AE 514008A.pdf anchor details and water performance where required. FL22378 R2 AE 51.4012A.Ddf Created by Independent Third Party: Yes 22378.7 `Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed O/S Double Door w/or w/o Sidelites Door Unit _................... .............. _..... ------..-.........._. —..-......- ......- -............._ ---. ---------.... j Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.09_.12df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 I Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL01.72.Ddf 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 protective system is NOT required. See DWG-MA-FLO172 for FL22378 R2 AE 514008A.Ddf anchor details and water performance where required. FL22378 R2 AE 514012A.Ddf i Created by Independent Third Party: Yes ......................_--...---------....-- - 22378.8 j Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single Door Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC N1007077.08 .pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +60/-65 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FLO171.Ddf 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 protective system is NOT required. See DWG-MA-FLO171 for FL22378 R2 AE 514009A.[Ldf anchor details and water performance where required. FL22378 R2 AE 51401.3A.Ddf Created by Independent Third Party: Yes 22378.9 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single Door Door Unit .-................., -- --- - -- Limits of Use Certification Agency Certificate j Approved for use in HVHZ:Yes FL22378 R2 C CAC N1007077.08 .Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +60/-60 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II F Ot7 .odf Building Code, including the,High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute R 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 I http:'•www.Iloridabuilding.oig/pr/pr—app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2M8XPIOX7v28WDo0ZYpgvh4LaKGI VagYyND20w%3d%3d[1/16/2018 9:43:27 ANI] Florida Building Code Online protective system is NOT required. See DWG-MA-FLO171 for I FL22378 R2 AE 514009A.odf anchor details and water performance where required. FL22378 R2 AE 51401.3A.pdf Created by Independent Third Party: Yes 22378.10 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/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 R2 C CAC N1007077,08 Ddf 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 Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II F 0 71.per 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 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO171 for FL22378 R2 AE 514007A.odf anchor details and water performance where required. FL22378 R2 AE 514011A.pdf Created by Independent Third Party: Yes 22378.11 Stormguard Fiberglass Side-Hinged 8'-0"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 R2 C CAC NI007077,08 .12df 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 Other: Evaluated for use in locations adhering to the Florida FL22378 R2 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. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO171 for FL22378 R2 AE 514007A.pdf anchor details and water performance where required. FL22378 R2 AE 514011A.pdf Created by Independent Third Party: Yes I 22378.12 1 Stormguard Fiberglass Side-Hinged 8'-O"'Impact Glazed I/S Single or Double Door w/or w/o i Door Unit Sidelites i _._...._. .._ I i Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC N1007077.04j2df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +43/-47 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL01.73.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: 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 R2 AE 514007A.pdf anchor details and water performance where required. FL22378 R2 AE 514011 A.ndf Created by Independent Third Party: Yes ....... _........................._... -- .....--.._........... _......_._.....--- .............. ...._.._ 22378.13 i Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed O/S Single or Double Door w/or w/o ( Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R2 C CAC N1007077.04 .pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:Yes 12/31/2020 Design Pressure: +47/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R2 11 FL0173.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: { pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports f protective system is NOT required. See DWG-MA-FLO173 for FL22378 R2 AE 514007A pdf anchor details and water performance where required. FL22378 R2 AE 51.401.1.A.odf Created by Independent Third Party: Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 1 The State of Florida is an AA/EEO employer.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:: Refund Statement i Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section hup: ao"w.tlotidabuilding.org/pr/pi-_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XP1OX7y28WDo0ZYpgyh4LaKGIVagYyND20w%3d%3d[1/16/20189:43:27AivlI NOTICE OF PRODUCT CERTIFICATION ceAnFreq� Company: Masonite International Corporation Certification No.: N1007077.07-R1 ,yA - 1955 Powis Road Certification Date: 05/22/2017 rN �z West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 09/27/2017 Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/and w/o Impact Rated Sidelites nAEDPKQ (w/Wood Frame or Worldwide Composite Frame3 unless noted) Specification: TAS 201/202/203-94/ASTM E330-02 The"Notice of Product Certification"is only valid if the NAM[ 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 wirw.Namicertification.cont. 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& Outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'01'.x 6'8" +60/-65 0 psf Yes NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16 Single Maximum Panel Size:3'0"x 6'8" X O/S Opaque 3'0"x 6'8" +60/-60 3.75 psf/6.0 psf' Yes NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16 Single 10.5 psf 2/9.0 psf" Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 Double Maxinwm Panel Size:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807 XX O/S Opaque 6'0"x 6'8" +55/-50.5 3.75 psf/6.0 psf' Yes NCTL-210-3105-1/ATLNC 0]29.01-15/ATLNC 1012.01-16 Double 8.25 psf'-/8.25 psf 4 Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 XO/OX I/S Opaque Door 6'0"x 6'8" +50.5/-50.5 0 psf Door-Yes NCTL-210-3105-I/ATLNC 0129.01-I5/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maxinuun Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807 XO/OX O/S Opaque Door 6'0"X 6'8" +55/-50.5 3.75 psf/6.0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite 8.25 psf 2/9.0 psf' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" g P P Sidelite-Yes Anchor Details-MA-FL0170-07/W-1807/W-1835 OXO US Opaque Door 9'0"x 6'8" +50.5/-50.5 0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807 OXO O/S Opaque Door 9'0"x 6'8" +55/-50.5 3.75 psf/6.0 psf Door-Yes NCTL-210-3105-I/ATLNC 0129.01-15/ATLNC 1012.01-16 Single xv/Sidelites Glazed Sidelite 8.25 psf2/9.0 psf; Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 OXXO I/S Opaque Door 12'4"x 6'8" +50/-50.5 0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807 OXXO O/S Opaque Door 12'4"x 6'8" +55/-50.5 3.75 psf/6.0 psf' Door-Yes NCTL-210-3105-1/A"rLNC 0129.01-15/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelite 8.25 psf 2/8.25 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 1-Denotes Z-Series Threshold Design 2-Denotes High Dam Threshold Design 3-\1'-1815 4-Denotes worldwide Pro T4 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: f l MASONITC. ..................__ -._..............- 149'A1AX. OVERALL FRAME WIDTH 21" MAX { ' I -36.375" MAX.STORMGUARD FIBERGLASS DOOR UNIT D10. - I � Q 1 PA..__N.E..._L_-WIDT_H MAX. Z6-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH ------........_._. . ----- I __1. EVALUATED FOR USE IN LOCATIONS ADHERING TO I i W0 G THE FLORIDA BUILDING CODE AND WHERE PRESSURE � � ' ® ® r,®r REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED.2. THIS PRODUCT DOES NOT REQUIRE THE USE OFA HURRICANE PROTECTIVE SYSTEM (SHUTTERS). 11 -� Q3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 Wp AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. x 4. PLASTICS TESTING: ip TEST DESCRIPTION DESIGNATION FACING _ LITE FRAME I z SELF IGNITION TEMP ASTM 1929 752 'F > 650 'F 842 'F > 650 'F RATE OF BURNING ASTM_D63-5 -T-0.56 IN/MIN 11.28 IN/MIN SMOKE DENSITY ASTM D2843 53.4% 70.2% TENSILE STRENGTH- ASTM D638 3.2% DIFF - 1.8% DIFF _ --� o J�2 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): O W WIW TEST DESCRIPTIONDESIGNATION RESULT g SELF IGNITION TEMP ASTM D1929 779 'F> 650 'F m N r3 ;RATE OF BURNING ASTM D635 0.0 IN/MIN $ SMOKE DENSITY ASTM D2843_ 39A% �I ao I (TENSILE STRENGTH• ' ASTM D638 3.67 DIFF A.dde*dntoNAPA o ' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING DQOLE DOOR UNIT W/SfDELITES a a 4500 HOURS XENON.ARC METHOD 1 KNS%M tsy. w1w Date Reri. .: Ul N 1�fn ® ® ® ® ® ® ,f ® ® ® ® ® ® - __-- 1313 ® ® -� w ¢rn Goo , noonf0-0- o � o o - SINGLE DOD_ UNIT DOUBLE pQOR UNfT SfNG1 E DOOR UNIT SINGLE DOOg-DUET w SINGLE DOOR UNIT W/SIpE1.17F_S DOLIBJ DOQg UNIT W/SIDELM \N N I- WITH SIDEIITE WITH SIDELITE N' a STRUCTURAL WHERE WATER INFILTRATION PERFORMANCE IS - ovuVi m DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN_PRESSURE C IG MAX WIDTH INSWING INSWING BUMPER O S Z-SERIES O S T4 O S HIGH DAM O S I X 37:5 _ +60.0 ' -65.0 +60.0 / -60.0 N A +25.0 / -25.0 +40.0 -40,0 +60.0 L60.0 .+60.0 / -60.0; o o�m d o 74": _ 1..+50.0 -50.5 . T_ N/A +25.0 / -25.D +40.0 j -40.0 +55.0 ! -50.5 +55.0 / -50.5 I OX or XO _ 75' +50 +55.0 ,` -50.5 N/A ±25.0 j -25.0 +40.0 -40.0 +55.0 /-50.5 +55.0 -50,5 z 0X0 1.12.5 +50_5 (_-50 5 +55.0 -50.5 N A y+25.0 / -25.0_ +40.0 -40,0' +55.0 -50,5 !+55.0 j-50.5 DATE: 4/9 07 _....._- _OXXO_ 149 +50.0 j-50.5 +55.0 -50.5 N A +25.0 / -25.0 +40,0 -40.0 +55.0 -50, r+55.0 /' -50,5 _..... _.._ _._......--- _......- --- 4r;e /J,�•; scA�E: N.T.S. .. _.�...- ....._........__ .�. DWG. BY: SWS TABLE OF CONTENTS . .___.... ._.._.._ - CHK.BY: kSHETDESCRIPTION KURT BALTHAZOR Dmww r,0.:TYPICAL ELEVATIONS & GENERAL NOTES _ FLORIDA P.E.ANCHORING LOCATIONS & DETAILS DWG-MA-FLOt70-07 _ANCHORING LOCATIONS & DETAILS _ #56533 ,___ SHEET 1 OF 3 6"—I SEE DETAIL3„ 6" UO p 0 3^ L — "E" 3" ..r Q O I Ill f L— LOC) - cc 0 in CL uj O n N — _ Mo a a SEE DETAIL M (n —I In �.D �+ ! — ¢ SCEE DETAIL i — w — — SEE DETAIL in w. B w I A — O B ui d v G �G �' M H o N 6` 6" <2 I3" 3" - 3" I 3" —3 3" f 3"1 f 6" I—6" 6" 6" f— --� — . a SEE DETAIL #8 x 2' V)(1)N En vii In ASTRAGAL RETAINER BOLT HOLE " #10 x 5/8" ® MUST BE DRILLED THROUGH #8 x 2THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH ¢� #8 x 2„ #10 x 5/8" FOR A 1.375" THROW a a uj #10 x I" DE AAf L "E" ASTRAGAL >>a / #10 x 2-1/2" •• ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL �? o #10 x I" STRIKE PLATE TO FRAME Addendum loNAMI o #10 x 5/8" AS SHOWN. o¢z u) (:e fQ16a110I1 k:. CIOa>a DETAIL "C" Revie+�9dBg DETAIL "D" DateReliew.. Ln o 0.962" 0.124"HEAT STRENGTHEN DECO VE INSERT 0.124"HEAT STRENG ED N N N N p 0.090'SAFLEX NOA 15-1201.11) �(E NAL) ECORAAL) INSERT O 1.375" ( 0.090'SAFLEX(NOA 15-1201. _ (OPTIONAL) VD.- 0.124'HEAT STRENGTHENED 4-TEMP. 0.124'HEAT STRENGTHENED .0124'TEMP. I T INSW � BITED U OD¢O ING THRESHOLD BUMPER 0 S TH1/2'BITE 1/2•RESHOLD / Z 1 DOW 995�r DOW 995 \\\DOW 995J�07 ' ` 1.48 I -� 1.75" 1.047" 1.437" DOW 995 c7rt.' ti,•° `•: scaLE: N.T.S. " -•: DWG.BY: SWS T T XT RIOR .. CHK.BY: _ P AGLAG ADRAW NG NO.: Z-SERIES 0/S THRESHOLD HIGH DAM 0/S THRESHOLD T4 _Of S THRESHOLD TYL ZINDETAIL ALTERNATE GLAZING ILPACT RATED GLASS J IMPACT RATED' GLASS DWG—MA-FLO170-07 -- .,_ SHEET?OF 3 .............- .............. ............. .................. .................................. ........................ ...................... Ic) SEE DETAIL3" 6"--i 6" 0- DO "E" SHT. 2 3. ............. 6' -...3" 3-, --j 6" 6� 6" 6" 10 WMr o ) < c� w SEE DETAIL �i LIU- Lo D" SHT. 2" u) \ LLJ SEE DETAIL .C. Ld SHT. 2 w m B 0 — 0 0 —0A 0 --0c C -- H 2 B G, 6" � I 10 D lo 6n I _II q -.tl illy Adclen�to NAIL 3" 315. �—PL.3- J l 3"6- =b)� o< cza SEE DETAIL 6" zd CaAaU No..NX00 "I'" SHT. 2 6" IL HARDWARE SCHEDULE ATTACHMENT DETAIL 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND 3:3-3:3: SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED v-)(un,um)Emn 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, I AT 5-1/2" CENTERLINE. SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) 1.25" 2. 4" X 4" FULL MORTISE BUTT HINGES. MIN r v 4. 0.25" — FASTENER RATING FROM THE DIFFERENT FASTENERS MAX 1"XI/2" CORRUGATED %lPX2' WOOD SCREW a-S BEING CONSIDERED FOR USE. JAMB, HEAD, AND SHIM Z) t� ------A 3" FROM EACH END FROM EACH END 25" in THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL IN AND 7" OC AND 12" OC (n x IL Z'D 0 D #10 WOOD SCREWS, 1/4" TAPCONS AND #10 TEK SCREWS. 0.25" uj2 m ui > A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH MAX ACRYLIC z D uj ,r SHIM TEX ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CL CAULK WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY ACRYLIC DISTANCE MIN 1/2". ANCHOR INSTALLATION LATE CAUL CL w 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. ��41r 1.50 ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN M2 F" AX OX2-1/2-' (44glOX2-1/2" m< ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM NOM SCREWS D SCREWS OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON EACH END EACH END Hl � MUST ACHIEVE CL DAM 419107 MINIMUM EMBEDMENT OF 1-1/4". scALF-- N.T.S. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO 0wc;.BY: SINS TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK CHK.By. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION DRAWING No.: INTEGRAL WOOD INTEGRAL WW DWG-MA-FLO170-07 MULLION (CHS) MULLION (CHS) vmT 3 o- 3 -—--------- L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masdnite Lewisville.NC 27023 Report#: 514008A 434-688-0609 Date: 10/10/2017 rl lornas6 5il rlom2 spe.Coll/ Test Report: N/A Product: Double Door with and without sidelites 12'x6'8"(wood frame) Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/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: Or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fye= 80,000 psi Side member:Douglas Fir-Larch(6=0.50) Main member:Spruce-Pine-Fir(6=0.42) Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing.strength: Fv„= 3,350 psi Side member dowel bearing length: 1,= 1.000 in Main member dowel bearing length: 1m= 1.140 in Mode 2, Mode I, Mode II Mode IITm 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 KD= 2.400 KD= 2.400 C: -427.674 C -253.623 C: -267.699 C: -93.6 Z„= 302 lbs Z,= 368 lbs. P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs KD= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs Min.Design value: Z= 110 lbs Z= 138 lbs KD= 2.400 Ko= 2.400 Ko= 2.400 Duration Factor: CD= 1.6 Z= 1 124 lbs Z= 133 lbs Z= 110 lbs Allowable Design Value(ZCD): Z'= 175 lbs/anchor ' Fastener type: 1/4 ITW Tapcon Tabulated values N.O.A.16-1222.06 edge spacing(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 ' Substrate: 18 GA,Steel Tabulated design value: Z= 1266 lbs Safety factor: Fs= 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 qualify anchors with higher capacity. , Anchor calculations,minimum required anchors 36.38 36.38 Design pressure: 60.0 psf Max. Anchor Al Al Area Load Ind. 1,/ A3 Y Zone (ft') (lbs) (in) O.C. Cop. Qty Load Result Az I I Az 79.25 (in) (lbs) (lbs) Al A Al 2.3 138 N/A N/A 155 1 138 OK • A2 7.7 463 6.00' 21.00 155 5 93 OK 72.75 A3 7.7 463 N/A N/A 155 1 3 154 OK 37.50 36.38 36.38 37.50 Design pressure: 60.0 psf \`�\I �i Area Load Ind. Max. Anchor ��S R 0 Al A4 A4 Al Zone O.C. Ca Load Result (ft2) (lbs) (in) p• Qty �w•'�C E N S•.'9CP A2Y Y Y Y,� I (lbs) (lbs) 1-1 /I� 79.25 Al 2.4 146 N/A N/A 155 1 146 OK * 4TAT O 5' '- Al Aa Aa ql AZ 7.9 473 6.00 21.00 155 5 95 OK • y L : A3 7.8 468 N/A N/A 155 4 117 OK �.0 �147.75 A4 2.3 138 N/A N/A 155 1 188 OK �� • OF •�� A5 7.7 463 N/A N/A 155 3 154 OK / • Q` •�` 0 OR 0NAL1E Luis R. Lomas P.E. FL No.:62514 1 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. - Manufacturer: Masonite Lewisville.NC 27023 Report#: 514008A 434-688-0609 Date: 10/10/2017 rllot as a ldomaspe.com Anchor Locations: Double door 36.38 36,38 6.00 TYR 6.00 TYP. 18.19 TYP. 3.00 TYP. 6.00 18' MAX O.C. 79.25 6.00 L 0��1�� J • •G E IV :9 �-� �.•�,� sF •�' *• 0,.6¢51 • yt= TATE OF ; 0��`S:A, 0 RI P G;S J Luis R. Lomas P.E. FL No.: 62514 2 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#. 514008A 434-688-0609 Date: 10/10/2017 ri iolYlas�I rlonlaspe.com Double door with sidelites L-- --37.50 36.38 36.38 37.50 18.75 TVP. 6.00 TYP. 6.00 TYP. 18.19 TVP. 3.00 TYP. I 6.00 18' MAX O.C. { � J 79.25 _t- 6.00 IV 0 E *• 0151 • �t— f TAT 0 F 0. tc. '��iSjs�ONAL,Ea��\ Luis R. Lomas P.E. FL No.: 62514 3 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#: 514008A 434-688-0609 Date: 10/10/2017 rjlonnas-,/U�Irlornaspe.corn 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 112" MINIMUM EDGE DISTANCE,LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 114"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 112" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 4, ALL FASTENERS TO BE CORROSION RESISTANT, 5, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Frn--2,000PSI 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, T 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 IX 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, rj x '51 �51TATO F All * Z 0 R /////NAIL/111 WE ��O Luis R. Lomas P.E. FL No.: 62514 4 of 4 101 1 10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#: 514012A 434-688-0609 Date: 10/10/2017 rl lomas(a^I rlom aspe.com Test Report: N/A Product: Double Door with and without sidelites 12'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/6 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: Or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fro= 80,000 psi Side member:PVC Main member: Spruce-Pine-Fir(6=0.42) Side member thickness: t,= 1.000 in Main member thickness: %= 1.500 in Side member dowel bearing strength: F„= 10,000 psi Main member dowel bearing strength: F,,,,= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= 1.140 in Mode I„ Mode I, Mode II Mode Iran 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 B: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko= 2.400 Ko= 2.400 C: -681.799 C: -253.623 C: -521.824 C: -93.6 Zm 302 lbs Z:= 792 lbs, P= 510 lbs Ms= 46.8 in-lbs Mm= 46.6 in-lbs Ko= 2.400 P= 324 lbs P= 529 lbs P= 299 lbs Min.Design value: Z= 125 lbs Z= 212 lbs Kb= 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 Topcon Tabulated values N.O.A.16-1222.06 edge spacing(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 Self tapping screw (Calculations per 2015 Aluminum Design Manual,section J.5.5) Nominal screw diameter: D: 0.190 in Screw root area: Ar 0.0151 in' Actual edge distance: de: 1.085 in Screw shear ultimate strength: F,,, 54.0 ksi Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: 6063-T5 aluminum , Thickness: t, 1.000 in Thickness: t2 0.052 in Ultimate tensile strength: F,,,, 14 ksi Ultimate tensile strength: F,,,Z 22 ksi Nominal strength per bearing(side member): Rn=2Dt,F,,,, Rnl= 5320 lbs (Eq J.5-12) Nominal strength per bearing(main member): Rn=2Dt2F,u, Rn2= 435 lbs (Eq J.5-12) Nominal strength per tilting:Rn=4.2(t2"D)V%,,z Rn= 478 lbs (Eq J.5-13) Nominal screw shear strength: Rn=A,F,u/1.25 Rn= 654 lbs (Eq J.5-I4) Safety factor: a=3 Allowable shear and bearing capacity: P� 145 lbs/anchor Fastener type: #10 Self tapping screw (Calculations per AISI-5100-12,sections A2.3.2 and E4.3.1) Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: Fn 54.0 ksi Screw root area: A, 0.0151 in' 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 OR- Ultimate tensile strength: F,,, 14 ksi Ultimate tensile strength: Fvz Nominal strength per tilting:Rn=4,2(t2'D)VFvI Rn= 1001 lbs (Eq E4.3.1-1) \ S R. L/0 Nominal strength per bearing(side member): Rn=2.71)t,F,,, Rnl= 7182 lbs (Eq E4.3.1-2 and-4) ��_\�: • `CC A� Nominal strength per bearing(main member): Rn=2.7DtzFe Rn2= 1280 lbs (Eq E4.3.1-3 and-5) • \r L 1V s • • IV • i Nominal screw shear strength:Rn=A,F,,/1.25 Rn= 654 lbs Safety factor: a= 3 .�*• P 0 lbs/ '`"' J •. Allowable shear and bearing capacity: w 218 onchor .� • • Minimum anchor capacity: 145 lbs/anchor ,yo TAT d F •cc,= Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. -- • .t, s�ONAL�E?�� Luis R. Lomas P.E. FL No.: 62514 1 of 4 10/10/2017 L- Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#: 514012A 434-688-0609 Date: 10/10/2017 r1lorlas,(n1_ lor-naspe.GOR. Anchor calculations,minimum required anchors 36.38 36.38 Design pressure: 60.0 psf A, A,7 Area Load Ind. Max. Anchor u Y I Zone (ftZ) (lbs) (in) 'D.C. Cap. Load Result Az i A2 79.25 ) (in) ` (la Qty (lbs)' A Ai 2.3 138 N/A NIA 145 1 138 OK G �~ AZ 7.7 463 6.00 21.00 145 5 93 OK 72.75 A3 7.7 463 N/A N/A 145 4 116 OK 37.50 36.38 36.38 37.50 Design pressure: 60.0 psf I Area Load ind. Max. Anchor Al A4 �A4/ SAI Zone (W) (lbs) (in) O.C. Cap. Load Result Y I 43 I (in) (lbs) Qty (lbs) �� 79.25 Ai 2.4 146 N/A N/A 145 2 73 OF Al Aa A4 At AZ 7.9 473 6.00 21.00 145 5 95 OK A3 7.8 468 N/A N/A 145 4 117 OK 147.75 Aa 1 2.3 1 138NIA N/A 145 1 138 OK As 1 7.7 1 463 1 N/A N/A 145 4 116 OK Anchor Locations: Double door 36.38 36.38 - 6.00 TYP. 6.00 TYP. 18.19 TYP.j 3.00 TYP. 6.00 MAX O.C. JI� I 79.25 ``�ItRtilllL 6.00 �'••`.�C'E N S •q`n�`� *• �51 - = o , rai o F • `�; S,:c10 /;j,//'11%, Luis R. Lomas P.E. FL No.: 62514 2 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NG 27023 Report#: 514012A 434-686-0609 _ Date: 10/10/2017 rllomas,,'a�lrlomasoe.com Double door with sidelites 37.50 36.38 36.38 37,50 18.75 T'P. 6.00 NP. NP. 18.191YP. 3.00 NP. 6.00 T- I I 18' MAX O.C. I I 79.25 6.00 �� S R, �'t1 . . . p , TAT OFOR V0 V •�� S�ONAL�EaG`�� Luis R. Lomas P.E. FL No.: 62514 3 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer. Masonite Lewisville.NC 27023 Report#: 514012A 434-688-0609 Date: 10/10/2017 fI IomasiCulfloinaspe.Coni Installation instructions; 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 B.CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052"THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. o,�%� E � '•��G : *• 0 51 •yt TAT 0 F . OR XD . /;is/�NA11Ea�� Luis R. Lomas P.E. FL No.: 62514 4 of 4 ' 10/10/2017