The URL can be used to link to this page

Home My WebLink AboutProduct Approval Florida Building Clode Online "s wvds— lit,it - A 1. Y", 'S 710 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map i Links Search dI I�bri W r Product Approval USER:Public User,b, Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL22378-R6 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments 13 Archived 2 Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road c West Chicago,IL 60185 IF,Heopy (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber 11.......... sschreiber@masonite.com REVIEWED FOR CODE COMPLIANCE Representative Technical R 'J� Address/Phone/Email S'r® LUCIE COUNT BOCCQuality Assurance Representative Address/Phone/Email g q_ f P Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute 10 ' lt 0 Referenced Standard and Year(of Standard) Standard Year t TAS 201 1994 rt TAS 202 1994 TAS 203 1994 Viz' x Al' Equivalence of Product Standards Certified By �37 ProdductuctApproval Method Method 1 Option A http://w%vw.floridabuilding.org/pr/pr�_app_dtl.aspx?parain=wGEVXQwtDqs3M6in9"/`2fK8XPIOX7v28WDoOMX5ini9306VsYlXv4vXZY6A/3d`/`3d[2/12/20195:15:24PM] Florida Building Code Online '; Date Submitted 01/25/2019 (; Date Validated 01/28/2019 [ Date Pending FBC Approval x y ' Date Approved 02/04/2019 Summary of Products _ 'W1 4 "r i r 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 R6 C CAC NI007077.07-R2.�df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 y. Design Pressure: +60/-65 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.Rdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute LL. r 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-FL0170 for FL22378 R6 AE 514010A.[df E anchor details and water performance where required. FL22378 R6 AE 514014A.�df Created by Independent Third Party: Yes ,= 3 22378.2 Stormguard Fiberglass Side-Hinged 6'-8"Opaque O/S Single Door Door Unit i Limits of Use Certification Agency Certificate e, Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.pdf ,, ;• t 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 R6 II FL0170.pdf ° F 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: I� pressures listed. 3'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports { syr protective system is NOT required. See DWG-MA-FL0170 for FL22378 R6 AE 514010A.odf } .W g anchor details and water performance where required. FL22378 R6 AE 514014A.pdf t3= , 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 Door Unit r a Limits of Use Certification Agency Certificate t' Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1 Impact Resistant:Yes 12/31/2020 ` Design Pressure: +50.5/-50.5 Installation Instructions k� *j Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.odf y i Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute f where pressure requirements do not exceed the design Created by Independent Third Parry: I pressures listed. 12'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO170 for FL22378 R6 E 514008A.12df t " anchor details and water performance where required. FL22378 R6 AE 514012A.pdf III P i 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 FL22378 R6 C CAC NI007077.07-R2.pdf It Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i x Impact Resistant:Yes 12/31/2020 14t Design Pressure: +55.0/-50.5 Installation Instructions °{ ;. Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.pdf, " Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute . x 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 ' x protective system is NOT required. See DWG-MA-FL0170 for FL22378 R6 AE 514008A.pdf t anchor details and water performance where required. FL22378 R6 AE 514012A.pdf Created by Independent Third Party: Yes ` 22378.5 (Stormguard Fiberglass Side-Hinged i 6-8"Impact Glazed I/S or O/S Single Door w/or w/o Sidelites j: Door Unit http://Avww.floridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDgs3M6in9°/"2fK8XPIOX7v28WDoOMX5ini9306VsY]Xv4vXZY6A`/`3d%"3d[2/12/20195:15:24 PMI Florida Building Code Online Limits of Use i 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 t Y '•n` Y Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.[2df * ria X 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 y„ protective system is NOT required. See DWG-MA-FLO172 for FL22378 R6 AE 514008A.odf } anchor details and water performance where required. FL22378 R6 AE 514012A.odf ` a 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� } w± Door Unit Limits of Use Certification Agency Certificate x ' Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.09-R3.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date x Impact Resistant:Yes 12/31/2020 ,a Design Pressure: +50/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.pdf a 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 6'-8"max nominal size. Hurricane Evaluation Reports [ ' protective system is NOT required. See DWG-MA-FL0172 for FL22378 R6 AE 514008A.[1df 1=f f anchor details and water performance where required. FL22378 R6 AE 514012A.pdf Created by Independent Third Party: Yes j22378.7 Stormguard Fiberglass Side-Hinged 6'-8" Impact Glazed O/S Double Door w/or w/o Sidelites Door Unit -Y Limits of Use Certification Agency Certificate i Approved for use in HVHZ:Yes FL22378 R6 C CAC_NI007077.09-R3.pdf a N$ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 fa Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.[�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. 12'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports 1' protective system is NOT required. See DWG-MA-FLO172 for FL22378 R6 AE 514008A.pdf r h anchor details and water performance where required. FL22378 R6 AE 514012A.p_df sf° Created by Independent Third Party: Yes _T f 22378.8 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single Door Door Unit Limits of Use Certification Agency Certificate f' Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .pd 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 R6 II FL0171,pdf 1t 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. T-0"x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514009A.[�df anchor details and water performance where required. FL22378 R6 AF 514013A.W f I „ Created by Independent Third Party: Yes 22378.9 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single Door - Door Unit I, Limits of Use Certification Agency Certificate r iJ Approved for use in HVHZ:Yes FL22378 R6 C CAC N1007077.08 pdf J 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 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: k pressures listed. T-0"x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FL0171 for FL22378 R6 AE 514009A.12d t anchor details and water performance where required. FL22378 R6 AE 514013A.pd 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 Side lites j http://ivw%v.floridabuilding.org/pr/pr_app_dtl.asps?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDo0MX5mi9306VsYl Xv4vXZY6A%3d%3d[2/12/2019 5:15:24 PM] Florida Building Code Online Door Unit — —� Limits of Use Certification Agency Certificate 1 Approved for use in HVHZ:Yes FL22378 R6 C CAC N1007077.08 pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 14 Design Pressure: +50.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.(�df 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: " n 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.12_df anchor details and water performance where required. FL22378 R6 AE 514011A,12df % PIN Created by Independent Third Party: Yes 3 22378.11 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites Door Unit --_� 1 f~; 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 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 R6 II FL0171.pdf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute i z ! 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 R6 AE 514007A.pdf o anchor details and water performance where required. FL22378 R6 AE 514011A.pddf i Created by Independent Third Party: Yes li 22378.12 Stormguard Fiberglass Side-Hinged 8'-0" Impact Glazed I/S Single or Double Door w/or w/o Door Unit Sidelites j } Limits of Use Certification Agency Certificate 1 Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.04-R6.pdf ' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date [ "M; �- p Impact Resistant:Yes 12/31/2020 {x� Design Pressure: +43/-47 Installation Instructions £ Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0173.Ddf £>sf 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: z pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports ! n r protective system is NOT required. See DWG-MA-FLO173 for FL22378 R6 AE 514007A.pddf anchor details and water performance where required. FL22378 R6 AE 514011A.[Zdf ^ 1 Created by Independent Third Party: Yes {t +, 22378.13 Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed 0/S Single or Double Door w/or w/o Door Unit Sidelites ' a Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.04-R6.12df * = Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I Impact Resistant:Yes 12/31/2020 4' ° ° Design Pressure: +47/-45 Installation Instructions ' Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0173.]�df Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute i ` where pressure requirements do not exceed the design Created by Independent Third Party: i F 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.pddf �K r anchor details and water performance where required. FL22378 R6 AE 514011A.[L { I, Created by Independent Third Party: Yes rt _ Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 � The State of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), !.G 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_ A _ Product Approval Accepts: L1'Fi Elm http://wwAv.floridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDo0MX5mi9306VsY]Xv4vXZY6A%3d%3d[2/12/20195:15:24 PM] NOTICE OF PRODUCT CERTIFICATION �``°c�s �j�4rf;, fp PU.ncc,g6n °t 1 Company: Masonite International Corporation Certification No.: NI007077.07-R2 1955 Powis Road Certification Date: 05/22/2017 r West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 05/02/2018 Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/and w/o Impact Rated Sidelites (w/Wood Frame or Worldwide Composite Frame' unless noted) Specification: TAS 201/202/203-94/ASTM E330-02 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.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& X 1/S Opaque 3'0"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" Anchor Details-MA-FL0170-07/W-1807 Single 10.5 psf 2/9.0 psf 4 Maximum Panel Size:3'0"x 6'8" 7.5 psf' Anchor Details-MA-FL0170-07/W-1807/W-1835/W-1860 XX I/S Opaque 6'0"x 6'8" +50/-50.5 0 psf Yes NCTL-210-3105-I/ATLNC 0129.01-15/ATLNC 1012.01-16 Double Maximum 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 0129.01-15/ATLNC 1012.01-16 Double 8.25 psf 2/8.25 psf 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-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single tv/Sidelite 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 XO/OX O/S Opaque Door 610"x 6'8" +55/-50.5 3.75 psf/6.0 psf Door-Yes NCTL-210-3105-1/ATLNC 0 1 29.01-15/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite 8.25 psf 2/9.0 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 OXO I/S Opaque Door 910"x 6'8" +50.5/-50.5 0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single Nv/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 658" +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/Sidelites Glazed Sidelite 8.25 psf''-/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-I/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/ATLNC 0129.01-15/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelite 8.25 psf 2/8.25 psfSidelite-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-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: 111A MASONITE - 149'MAX. OVERALL FRAME WIDTH - rc 0 STORMGUARD FIBERGLASS DOOR UNIT 2 MAX , P 36.375" MAX. D.L.O.-- _ 37.5" MAX. ¢ 0 6'-B"DOUBLE DOOR WITH/WITHOUT SIDELITES AANEL WIDTH ASTRAGAL FRAME WIDTH � 0�Ike J GENERAL NOTES ?, 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO LI.1 O Q THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z x DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF I I N F-- A HURRICANE PROTECTNE SYSTEM (SHUTTERS). ,� XX ^ (n 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING: w cMn Ld TEST DESCRIPTION DESIGNATION FACING LITE FRAME SELF IGNITION TEMP ASTM D1929 1 752 'F > 650'F 842 'F > 650 RATE OF "2N, URNING ASTM D635 0.56'IN MIN 1.28 IN MIN SMOKE DENSITY ASTM D2843 53.47. 70,2% TENSILE STRENGTH• ASTM 0638 3.2% DIFF 1.8% DIFF o i 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): _ --- -- TEST DESCRIPTION DESIGNATION RESULT ay SELF IGNITION TNINEMP ASTM D1929 779 'F > 650 'F __ a RATE OF BURG ASTM D635 ___ 0.0 IN MIN I o SMOKE DENSITY ASTM D2843 39.0% I I TENSILE STRENGTH* ASTM D638 3.6% DIFF o * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 03II a 00U8LE DOOR UNIT W/SIDELITES a� of 4500 HOURS XENON ARC METHOD 1 nun wwuf to N Ott I v0V)cn�iv�im 13 ® ® ri ® ® ® ® IM ®! 130 ® � i ® LJ ® W -- Ld �. Z ri � � � ooaz� V) ,wwo= SINGLE DOOR UNR DOUBLE DOOR UNIT 5DG_LE DDOR UNIT SINGLE DOOR UVR SINGLE DOOR UNR WtSIDELRES DOUBLE DOOR UNIT W/SIOWTES N N tp r0 N Q WJ7H SIDEL.ITE WITH SIDELLo RE N N 0 STRUCTURAL - WHERE WATER INFILTRATION PERFORMANCE IS - DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING F ALL OUTSWING INSWING BUMPER 0 S Z-SERIES 0 S HP 0 S T4 0 S HIGH DAM 0 S I X 37.5 _ !+60.0 -65.0 !+60,07-60.0 N A -'+25.0 -25.0 +40.0 -40.0 +50.D Z -50.0 +60.0 I -60.0 +80 -60.0 w o U a)<U� AA 11 - .+55.0 -50.5 N A +25.0 -25.0 +40.0 -40.0 N'A +55.0 -50.5 +55.0 -50.5 1 i Zi OX or XO I 75 +50.5 -50.5 1+55.0 -50.5 N/A +25.0 -25.0 i+40.0 -40.0 55.0 -50.5 0X0 1 112.5' +50.5 -50.5 +55.0 -50.5 IN4A +25.0 4 -25.0 +40.0 -40.0 N A +55.0 -50.5 !+55.0 -50.5 DAtE 4 907 OXXO 149 +50.0 -50.5 +55.0 J -50.5 N A +25.0 7 -25.0 +40.0 Z -40.0 N A +55.0 -50.5 +55.0 -50.5 + scue N.T.S. TABLE OF CONTENTS DWG.By: SWS CHK.BY: SHEET # DESCRIPTION KURT 13ALTHAZOR DRAYnNG No.: 1 !TYPICAL ELEVATIONS & GENERAL NOTES 2 IANCHORING LOCATIONS & DETAILS FLORIDA P.E. DWG-MA-FLOt70-07 L 3 ANCHORING LOCATIONS & DETAILS_ - 056533 sH>Zr_-L OF-!L ro SE"EE DETAIL 3" — -6" 3 L� " C),1 3"' r I 3" 3" y 3 O t j j O f� 3'— 0 toO ( !R CL a N7 — 1n r w 17 W a SEE DETAIL - } J D" 1 - -�I � = 0 SEE DETAIL w W SEE DETAIL "C" I 8 z o n i A M O 8 s v G N ?' /�1 O H 1 o 6. 6• 6" I s w 3 Go I I I r I f ��I I I � I I —I 3" - _ 3" I � e o I 3" 3" - 3" 3" 3" 6..,I I�6" Ittf--n_ a� 6" SEE DETAIL +/ v 6 N(n N U)(n "F" -/ #8 x 2" RAW ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH #8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE w; E STRUCTURE DEEP ENOUGH �a(n #8 x 2" #10 x 5/8" FOR A 1.375" THROW aaLi #10 x 1" DETAIL "E" ASTRAGAL a•r Q z #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL ''F" ASTRAGAL = =m? CI Q •' #10 x 1" STRIKE PLATE TO FRAME �(yy o o Y #10 x 5/8" AS SHOWN. po a¢ a a DETAIL "C" DETAIL "D" i m r �2 w 1 0.962'I :NNmm�Q N N O 1•INSIIATm GU55 1'IHSUU1fD OIASS 1.375" 1.437" a,24•WAY sm OCCORATIVE IN3RT o.lss•HEwr sraa+srHv� a nK NS T T T T o.oW SARD(WA(s-ixi. (ronwul 0.0W W=Mw u-1xw.ii) oma) 1 auY(SAT SYRD.:THm cxm M21•m+v. 0.124•HaT SREWME lm 24•MIP. INSWING THRESHOLD BUMPER OfS THRESHOLD HP OfS THRESHOLD BUM F0""•OR10ALSPACER 1IrWe BUNT.ma.OR METAL SPA= 1,Y SITE wo(�m¢Z 1 1 saM sss '{�+' eas ww m ;+a:> oav ess oATE, 419107 1.482" 1.75" 1.047" scA E: N.T.S. E;��j —� 1.437" to re rm�ua owc.er: SINS ff� P!�mTYPICAL GLAZING DETAIL ALTERN TE GLAZING DETAIL T T T IMPACT RATED GLASS IMPACT RATED G a S CHK.BY-. DP"NG NO, Z-SERIES 0_/S THRESHOLD HIGH DAM O/S THRESHOLD T4_ 0/1TH_. ESHOLD DWO-94--FLO170-07 I SHEEP 2 OF •S � u-� SEE DETAIL _ 3" 6" —i( --6" 0- CO "E" SHT. 2 3" y 3' O p 3" I 6"— �— 3" i 131 J Q CO p- i "II M I 1 cc N _ I ! W C)<1 � Q U ( II < < ti L U N SEE DETAIL i j; n "D" SHT. 21— r >' SEE DETAIL w p "C" SHT. 2 — Aui _ r O ( 9 0 —r6" r _ o >@ I I I III I I I III I I8m In �o 3 y L— ( 1 3" L 6 6"�I V. 3"I �� SEE DETAIL i 6' 6" D. I Hp p "F" SHT. 2 6^_. k` CL� i s -1 HARDWARE SCHEDULE tn(ArnV)lrn 333331' ATTACHMENT DETAIL 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND v,��m�m SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE. SIGNED AND SEALED BY ROBERTO LOMAS, PE 1 25"; 2• 11 4 ORTISE BUTT HINGES. U) (FLORIDA #62514) WITH THE LOWEST (LEAST) MIN 4 I°` t. 05- p10(� FASTENER RATING FROM THE DIFFERENT FASTENERS MAXM 1"x1/2" CORRUGATED {10X2" WOOD SCREW do Iw BEING CONSIDERED FOR USE. JAMB, HEAD, AND — SHIM �,� 3' FROM EACH END 6" FROM EACH END a d »o cn 25" AND 7" OC AND 12" OC r I w a z THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL—� �- eIN ; coo=, m p s o #10 WOOD SCREWS, 1/4" TAPCONS AND #10 TEK SCREWS. `+'� 0.25" ( w w A PHYSICAL SHIM M SHIM SPACE AT EACH SHIM aoE0 MAXACRYLIC o o¢z�' LATEX —'- ,a a>a g ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". I CAULK WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY cL I` "t _ _ACRYLIC ( I'o ^�^o ' DISTANCE MIN 1/2". ANCHOR INSTALLATION tir"= CAULK _CL rl ^w N N N NN Q _a 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO �. 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD u�of��n'" ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. ° ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) 1.50 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN `MAX" g1OX2-1 2 (4) 10X2-1 2" w a U m a Z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM woEdACHSEND CR S" W EACH ENDD SCRS ! OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL-I �— .+ DATE- 419107 MINIMUM EMBEDMENT OF 1-1/4". :� :' e x.,>> scALE: N.T.S. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO DWG.BY: SINS TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK ® m ® CHK.BY: DRA1YING"O` 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW 0rr0-MA-FI.0170-07 MULLION (CHS) MULLION (CHS) p.---L OF 3 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#: 514010A 434-688.0609 Date: 10/10/2017 rllomasca�lrlomaspe.com Test Report: N/A Product: Single door Tx 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: 9: 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: F,�= 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: t-= 1.500 in Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: Fm,= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1m= 1.140 in Mode Im _ Mode I, Made II Mode 1II, 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 B: 1.07 B: 0.57 B: 0.5 8: 0.000 Ka= 2.400 Ko= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6 4= 302 lbs Z; 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 Ka= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 edge spacg20 Substrate:Hollow block distance 2.00 Minimum embedment: 1.25 in 2.00 130Actual edge distance: 2.50 in 4.00 163 Actual C To C spacing: 3.00 in Allowable Design Value: Z"= 155 lbs/anchor(per interpolation when needed) Fastener e: #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 reauired anchors 36.38 Design pressure: 85.0 psf fArea Load Ind. Max. Anchor Zone a O.C. Cap. Load Result Y 79.25 (ft) (lbs) (in) (in) (lbs) ("Y Obs) Al 2.3 195 N/A N/A 155 2 98 OK Al Az 7.7 656 6.00 18.00 155 5 131 OK \S R. L 0 N.- v••�.�CENSF *• 0:.6251 •�t moo , TAT OF ;w; ;�0 RIOP ONAL�� `� 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(c)Irlomaspe.corn Anchor Locations: 36.38 6.00 TYP. 6.00 TYP. 6.00 MAX O.C. 79.25 6.00 �� S R' L 0 v\' ENS '9cP�,� • �+ , TATeO ftF 0 RIOP G� �� s,ONAL1E�� 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.MC 27023 Report#: 514010A 434-688-0609 Date: 10/10/2017 rllomasPIrlornaspe.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 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=2,000PSI MINIMUM. D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSUFU=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. ��\Ca PL. L p _ ,\ �� . . X9,9 �, •��G E N SF .`p *4051 • •`* TAT F•;Al0RIOP• � �� 5'`s/ONA; 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 rllomasCcDlrlomaspe.corn Test Report: N/A Product: Single door 3'x6'8"(Composite frame) Scope: This analysis provides calculations,quantifies,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/d 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 Cap: 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: Fyb= 80,000 psi Side member:PVL Main member:Spruce-Pine-Fir(C=0.42) Side member thickness: t,= 1.000 in Main member thickness: tan= 1.500 in Side member dowel bearing strength: F„= 10,000 psi Main member dowel bearing strength: Fu,= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Ian= 1.140 in Mode Ian Mode I, Mode II Mode IIIA, 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 8: 0.57 8: 0.5 8: 0.000 Ko= 2.400 Ko= 2.400 C: -681.799 C: -253.623 C: -521.824 C: -93.6 Zan= 302 lbs Z,= 792 lbs P= 510 lbs Ms= 46.8 in-lbs Mm= 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 Ko= 2.400 Ku= 2.400 Ko= 2.400 Duration Factor: Ca= 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 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 3.5.5) 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 PVL 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,,,2 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,, Rn2= 435 lbs (Eq J.5-12) Nominal strength per tilting: Rn=4.2(t230)`'Fu,2 Rn= 478 lbs (Eq J.5-13) Nominal screw shear strength: Rn=ArFa/1.25 Rn= 654 lbs (Eq J.5-14) 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: F,,, 54.0 ksi Screw root area: Ar 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 '- Ultimate tensile strength: F„ 14 ksi Ultimate tensile strength: F„2 Nominal strength per tilting: Rn=4.2(t23D)"'F�2 Rn= 1001 lbs (Eq E4.3.1-1) / \\�,� R, OAor Nominal strength per bearing(side member):Rn=2.7Dt,F,,, Rnl= 7182 lbs (Eq E4.3.1-2 and-4) \\_\�• • ' ' . /� // Nominal strength per bearing(main member): Rn=2.7Dt2F„2 Rn2= 1280 lbs (Eq E4.3.1-3 and-5) ` •��G E IAl • Nominal screw shear strength:Rn=ArF,�/1.25 Rn= 654 lbs Safety factor: n=34VXO Allowable shear and bearing capacity: P� 218 lbs/antherMinimum anchor capacity: 145 lbs/anchor Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. ��D+ �� ss�4r 1111NAL`E�G`�\ Luis R. Lomas P.E. FL No.:62514 1 of 3 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite LeMsvilie.NC 27023 Report#: 514014A 434-668-0609 Date: 10/10/2017 rllornas(c)]rlorllaspe.cam Anchor calculations,minimum reculred anchors 36.38 Design pressure: 85.0 psf Area Load Ind' Max- Anchor Zone x O.C. Cap. Load Result Al 79.25 (ft) (lbs) (in) Qty (in) (lbs) (lbs) A2 Al 2,3 195 N/A N/A 145 2 98 OK Al AZ 7.7 656 6.00 18.00 145 5 131 OK Anchor Locations: 36.38 18.19 6.00 TYP. 6.00 TYR 6.00 T- 18" MAX O.C. 79.25 6.00 �� 5 R' L 0 . , - *• 0,.6251 • `it= • �� • TAT 0 F 0 RO a / ONAL,ti`�� 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 rI Iomas(8Irloma sof.corn Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114"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=2,000PSI 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. 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' \G *; 0P40 1 •�t_ ::. TAT F %0S;:c� +�0NA 1>,ti�\\\\ Luis R. Lomas P.E. EL No.: 62514 3 of 3 10/10/2017