The URL can be used to link to this page

Home My WebLink AboutProduct Approval i Florida Building Code Online i IJ ._.._........,............__,.® ......-.._e,< ..v.. ,...... .,..._.:�:. x�..,';"TMa's '�t s%:p� ,€.z,.. t .:.e:: I=17 BCIS Home Log In I User Registration i Hot Topics Submit Surcharge ; Stats&Facts Publications : Contact Us BCIS Site Map Links Search bHoa d"Il*N go Product ApprovalUSER:Public User 1►►v Product Approval Menu>Product or Aopiication Search>Application List>Application Detail rV3r in Application Type Rev s3o78-R6 Qe< SIC. Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived x a t .} Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road � West Chicago,IL 60185 sr ' (800) 663-3667 i sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory ry Swingin g Exterior Door Assemblies Compliance Method Certification Mark or Listing *° g + � � } Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute i A �kk C (^x4 I d} LL 9d � 3eY r a s' Referenced Standard and Year(of Standard) Standard Year " a t TAS 201 1994 r TAS 202 1994 TAS 203 1994 Equivalence of Product Standards IM 4 r Certified B51y �� xixb w 1 *i J µ° Product Approval)Method Method 1 Option A bttp:Hwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDo0MX5mi9306VsYlXv4vXZY6A%3d%3d[2/6/2019 1:36:06 PM] i Florida Building Code Online r� Date Submitted 01/25/2019 Date Validated 01/28/2019 Date Pending FBC Approval ( ( Date Approved 02/04/2019 Summary of Products-------------------- - _ { FL# - Model,Number or Name 1 Description 22378.1 Stormguard Fiberglass Side-Hinged 6-8"Opaque I/S Single Door Door Unit „r ,l 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 Design Pressure: +60/-65 Installation Instructions " r w Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.pdf as 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 6'-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO170 for FL22378 R6 AE 514010A.pdf I anchor details and water performance where required. FL22378 R6 AE 514014A.pdf 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 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 Design Pressure: +60/-60 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.pdf s 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 R6 AE 514010A.12df '1'+s anchor details and water performance where required. FL22378 R6 AE 514014A.Ddf 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.edf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date � c 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 R6 II FL0170.[�df Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute #y 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 R6 AE 514008A.pdf anchor details and water performance where required. FL22378 R6 AE 514012A.pdf 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.pddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 ' x v Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.pdf i Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute l where pressure requirements do not exceed the design Created by Independent Third Party: ' st 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 AE 514008A.[�df ' anchor details and water performance where required. FL22378 R6 AE 514012A.pdf 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDoOMX5mi9306VsYIXv4vXZY6A%3d%3d[2/6/2019 1:36:06 PM] Florida Building Code Online I Limits of Use Certification Agency Certificate 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 Impact Resistant:Yes 12/31/2020 Design Pressure: +55/-55 Installation Instructions ;N Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.pdf Building Code including i V the High Velocity Hurricane Zone and Verified B : National Accreditation&Management Institute 9 9 tY Y 9 where pressure requirements do not exceed the design Created by Independent Third Party: k pressures listed. 9'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO172 for FL22378 R6 AE 514008A.pdf anchor details and water performance where required. FL22378 R6 AE 514012A.pjf 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 Y Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.09-R3.pd 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 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: 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.pdf anchor details and water performance where required. FL22378 R6 AE 514012A.12_df 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 Limits of Use Certification Agency Certificate 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 12'0_1 Impact Resistant:Yes 12/31/2020 a *f 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: 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.pdf 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 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: +60/-65 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.12df 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 R6 AE 514009A_pdf anchor details and water performance where required. F1_22378 R6 AE 514013A.pdf Created by Independent Third Party: Yes 22378.9 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single Door Door Unit ,P Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F1_22378 R6 C CAC NI007077.08 .[�df 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.pddf 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: P pressures listed.'3'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FL0171 for FL22378 R6 AE 514009A.pdf anchor details and water performance where required. FL22378 R6 AE 514013A.12df Created by Independent Third Party: Yes t 22378.10 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites htip://wivw.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgs3M6m9%2fK8XP10X7v28WDo0MX5mi9306VsYlXv4vXZY6A%3d%3d[2/6/2019 1:36:06 PM] Florida Building Code Online Door Unit Limits of Use Certification Agency Certificate {` Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .pdf rt' 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 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. 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.12df 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 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.[2df 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 R6 AE 514007A.pdf Nt anchor details and water performance where required. FL22378 R6 AE 514011A.pdf Created by Independent Third Party: Yes ( F 22378.12 Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed I/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 R6 C CAC NI007077.04-R6.pddf 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 R6 II FL 0173.12df 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-FLO173 for FL22378 R6 AE 514007A.pdf anchor details and water performance where required. FL22378 R6 AEE 514011A.[L Created by Independent Third Party: Yes 22378.13 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 R6 C CAC NI007077.04-R6.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 [ Design Pressure: +47/-45 Installation Instructions I Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0173.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-FLO173 for FL22378 R6 AE 514007A.pdf anchor details and water performance where required. FL22378 R6 AE 514011A.pdf r ' Created by Independent Third Party: Yes Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement r 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 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. -a r Product Approval Accepts: i @:M http://ivww.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDo0MX5mi9306VsY1Xv4vXZY6A%3d%3d[2/6/2019 1:36:06 PM] r, NOTICE OF PRODUCT CERTIFICATION 3A�: ucaca ' A Company:. Masonite International Corporation Certification No.: NI007077.09-R3 1955 Powis Road Certification Date: 05/22/20017 ' a 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 (w/Wood Frame or Worldwide Composite Frame'unless noted) 'Po 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 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 Single Maximum Pane]Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1885 Single 8.25 psf 2/9.0 psf a Maximum Panel Size:3'0"x 6'8" 7.5 psf 5 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-210-3389-1/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 O/S Glazed 6'0"x 6'8" +55/-55 3.75 psf/6.0 psf t Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double 8.25 psf 2/8.25 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 1012.01-16 Single w/Sidelite Glazed Sidelite 8.25 psf 2/9.0 psfSidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835/W-1885 OXO I/S Glazed Door 910"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 910"x 6'8" +55/-55 3.75 psf/6.0 psf 1 Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites 8.25 psf 2/9.0 psf i 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 A,/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 1 Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelites 8.25 psf 2/8.25 psf" Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835/W-1885 I-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: �111� MASONITC. 149'MAX. OVERALL FRAd}E WIDTH �2 S70RMGUARD FIBERGLASS DOOR UNIT 2 D.L.O.Max PANEL" MAX. 37.5" MAX. _ O p D. PANEL WIDTH FRAME WIDTH f� 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES I w/ASTRacaL GENERAL NOTES I (� S�O 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO ! UJ Q U THE FLORIDA BUILDING CODE AND WHERE PRESSURE I --REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ( - -- DOES NOT EXCEED THE DESIGN PRESSURES LISTED. o 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF `q n Z A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). °p n co '-W 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. x�` x M 4. PLASTICS TESTING: w m w TEST DESCRIPTION DESIGNATION FACING LITE FRAME SELF IGNITION TEMP 1 ASTM D1929 752 'F> 650 'F 842''F > 650'F RATE OF BURNING ASTM D635 0.56 IN MIN 1.28 IN MIN c� SMOKE DENSITY ASTM 02843 53.47 TENSILE STRENGTH' I ASTM D638 3.2% DIFF 1.8% DIFF 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): m TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 779_'F > 650 'F RATE OF BURNING ASTM D635 0.0 IN MIN ='.1 S p SMOKE�DENSITY ASTM D2B43 39.0% o I TENSILE STRENGTH- ASTM D636 3.6% DIFF N DOUBLE DOOR UNIT WJSIDELITES &I • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 UJB m } 33333 S. MAXIMUM GLASS SIZES COMPLY WITH ASTM E1300 FOR THE fleVeNBd N 3UJ w rn N(n m DESIGN PRESSURES LISTED. ' Z UJ ww a z � 0000= o �J Lu LJ u V) f 1-00 V) i Y �00�:r-00 �NN(O coN71 Q �'nQau1=o SINGLE DOgR UNIT P-QUOLE DOOR UNIT DOOR UNITIS NGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT WISIDELITES WITH SIDELI7E WITH SIDELITE 4.w o o m¢z' i STRUCTURAL WHERE WATER INFILTRATION PERFORMANCE IS oATe: ¢ 9 07 DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE OXCOoXNr IGXO 75WIDTH 1+5INSWING ALL OUTSWING INSWING BUMPER 0 S.0 +Z4-0SERIES --a40.0 N S HIGH DAM 0.S 4-/ SDCWPGL.C� N. T.S.A7.5 +55.0 -55.0 +55.0 -55.0 N +25.00 -25.0 +40.0 0.0 +50.0 -50.0 +55.0 -55.0 +55.0 -55.0 5.0 -55.0 NA + 5 25 A +55.0 -55.0 +55.0 -55.0 SINS-55.0 400 A +55.0 -55.0 + 50 -55.0-5 0 CHIK.BY. 5.0 5 + 5 +5 - KURT BALHZOR0X0 112.5 +55.0 -40.0 N A +55. -55.05 +40.0 DRAWING NO.: OXXO +55.0 A A +55.0 f -55.0 +55.0 -55.0 FLORIDA P.E. DWG-MA-FLO172-07 #56533 SHEET T ?L=4 ¢ Do g• 6" Q o SEE DETAIL 3" 143 CD 3" "E" ` " 2! O J �- 3' - - 3' 3" 3'� �- Q It- � IIII 1 �6" 6" 6' -�6" 6" f W N 1 f 16" 3•.� in iO I Q-U n x N Li - - cn a SD' DETAIL - - ¢ w Q 11 SEE DETAIL a w SEE DETAIL .G. - - B W - - •C" A n -� O B a G - G H H 6" 3" g $ m f 6" 6" o I fl Ir �lIIII li —, I_ � 0 j � O -I I- 3' t t I 3" 3" 3" 3• �3- - �3" 6"-1 �6" a a 6" SEE DETAIL 6" cn rn rn N Win "F" J #8 x 2 !2:3: i at:Rr$n m ASTRAGAL RETAINER BOLT HOLE 10 x 5/8" ® ® MUST BE DRILLED THROUGH 0 #8 x 2" # / THE THRESHOLD & INTO THE z L STRUCTURE DEEP ENOUGH N a w� #10 x 5/8" FOR A 1.375" THROW a s #8 x 2" ', J10 x 1" DETAIL "E" ASTRAGAL L a v>>o 10 x 2-1 2" DETAIL "E" ASTRAGAL = 'n o p # / ATTACH ASTRAGAL RETAINER BOLT o o w D 0 #10 x i" STRIKE PLATE TO FRAME w w w O x U J Q O Q Z N #10 x 5/8" AS SHOWN. a a E RETAIL "C" DETAIL "D" ^'2 o I w L 0. 21 1 7N NN NVQ 1.375 T r--�'�'rl. ,.437' J N In o.t In m INSWING THRESHOLD B MPER 0 S THRESHOL HP 0/S THRESHOLD ndmtotlPll u-11011milzol a0-LYZ1?f�Axr DATE: 4/9 07 DlpeAa�^D�x�."'-' sra.E_ N.T.S. 1.482"p1.75"E��j 4471.437" DWG.gy; SINS j T T cm.BY: DRAWING NO.: Z-SERIES OTS THRESHOLD HIGH DAM 0/S THRESHOLD T4 O/S THRESHOLD OWG-MA-FLo172-07 SHEET OF 4 SEE DETAIL OJ SHT. 2 3 r _ 3" 3- O 3" — — —3, J CO M r 0 1 } o z N p I Iu Q M p a Q z QV - - t a SEE DETAIL Q - Lo U }"D" SHT. 2 ( ' — — a Z L f— } Cn J (n SEE DETAIL o f G a "C" SHT. 2 r��— A N W g O D M uj A A a ---T1 H g — 6" i ID Fg �— Il II II II I Wz� 3" N x Adde�unwNO7fl 3^ I 3" I— 3"6 _ 6" -� _IIL r 3., I—3" F U at SEE DETAIL I . o �d Tb. "— "'III g- o "F" SHT. 2 6" 6 —I O HARDWARE SCHEDULE a mmmmmm ��ns ATTACHMENT DETAIL 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND mmmmmm SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE. 0 SIGNED AND SEALED BY ROBERTO LOMAS, PE .25" 2. FULL MORTISE BUTT HINGES. 4 X 4 ? m, 1 " " i (FLORIDA #62514) WITH THE LOWEST (LEAST) MIN ° 0.25 ( .5 ¢<Ld FASTENER RATING FROM THE DIFFERENT FASTENERS —MAX l')%2" CORRUGATED #10x2" WOOD SCREW noa� BEING CONSIDERED FOR USE., JAMB, HEAD, AND SHIM 3" ROM EACH END 6 FROM EACH END l a o o m 1.25" °." AND 7" OC AND 12' OC a x r m a O_ THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE cL—� I- .. MIN #10 WOOD SCREWS, 144" TAPCONS, AND #10 TEK SCREWS. ;a5 —0.25" �ww�=v m •Jm' MAX h-Ln 0 V A PHYSICAL SHIM M C D SHIM SPACE AT EACH SHIM ACRYLIC TEX a s a>a 0 ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CAULK WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY CL— �— AC PLIC DISTANCE MIN 1/2". ANCHOR INSTALLATION cARuLK CL w N N N N N Q 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO ` 1X BUCK MASONRY OMBINATION WOOD COMBINATION WOOD ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 1.50 ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN 13 -1/2" (4 #10X2-1/2" LLwoc�maZ ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT —SHIM WO D SCREWS ti�00D SCREWS EACH END EACH END OF 1-1/2 MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE I� uA 4/9/07 MINIMUM EMBEDMENT OF 1-1/4". CL ,;; ® m SCALE: N.T.S. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO M.BY: SWS TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK m ® ®® CHK.s* Ot7AWi NG NO.: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW DWG-MA Flc172-07 MULLION (CHS) MULLION (CHS) SHEET 3 OF 4 a � 0 0C) J Q Q co O .�.... Ic O - - Lc Ucn -- O co �Ld Ld 1'INSULATED GLASS 1'INSULATED GLASS 0.124'HEAT STRENGTHENED DECORATIVE INSERT D.124'HEAT STRENGTHENED —DECORATIVE INSERT O.D90'SAFID((NOA 15-1201.11) (OPTIONAL) D.090-SAFLE((NOA 15-1201.11) (OPTIONAL) 0.124'HEAT STRENGTHENED—.i .0124'TEMP. 0.124'HEAT STRENGTHENED—�. .0124'TEMP. 8 y BUTYL,FOAM,OR METAL SPACER 1/2'BITE BUTYL•FOAM,OR METAL SPACER 1/2'BITE DOW 995 '^� :' DOW 995 DOW 995 ^��L DOW 995 2S W o y. N EXffBL4B �' INTERIOR FDSIEBIOB INTER1Q6 =� TYPICAL GLAZING DETAIL ALTERNATE GLAZING DETAlL IMPACT RATED GLASS IMPACT RATED GLASS a; al 7-1/4'INSULATED GLASS t-4 WIW 0.124'HEAT STRENGTHENED INTERNAL MINIBUNDS 0.090'SAFLEX(NOA 15-1201.11) (OPTIONAL) CD d d w 0.124'HEAT STRENGTHENED .0124'TEMP. W d"r>>0 N METAL SPACER 1/2'BITE O O=O=O WwWtJLn U > DON 995 ��yJA•v.. r O O F Z N 41 A+l JOOQ pay' QQQ><: HOT MELT FOAM GLAZING TAPE ELASTOMER Lo 0W EXTERIOR1CIIEBI9B °O cV N N N N Q O ALTERNATE GLAZING DETAIL IMPACT RATED GLASS 'Rm CatTs�Qmttn..RF_ro �r U_wmL)maz DATE: 419107 SCALE N.T.S. .• DWG.BY: SWS CHK.BY: DRAWING NO.: DWG-MA-FL0172-07 _ SHEET 4 OF 4 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#. 514010A 434.688-0609 Date: 10/10/2017 rllomas,1Qlrlomasoe.com Test Report. NIA 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/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 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: Fyb= 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: F•„= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: In= 1.140 in Mode I, Mode I, Made II Mode IIIm Mode ISI, 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 Ko= 2.400 Ko= 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 Ko= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs Min.Design value: Z= 110 lbs Z= 138 lbs Ka= 2.400 Ko= 2.400 Ka= 2.400 Duration Factor: Ca= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs Allowable Desi n Val 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 Tek screw u ra e: ee Tabulated design value: Z= 1266 lbs Safety factor: Fs= 4 Allowable Design Value tZFs); 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 y Design pressure: 85.0 psf Area Load Ind. Max. Anchor Zonea O.G. Cap. Load Result ]A2 79.25 (ft) (lbs) (ih) (in) (lbs) City (lbs) Al 2.3 195 N/A N/A 155 2 98 OK Al A2 7.7 656 6.00 I8.00 155 5 131 OK ``Ill l�i i i rrri \NN�J�S *• ,.&)251 - yt= r o TAT 0 F , OR I'Dt //;%S/ONAL`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 Lewisville,NC 27023 Report#: 514010A 434.688-0609 Date: 10/10/2017 rllomas�tr[OM@spe.com Anchor Locations: 36.38 16.19— 6.00 TYP. 6.00 TYP. 6.00 18" MAX O.C. 79.25 6.00 \��J�S *•Zzl 0,.6251 TA7eO'F ; �ONAL} ?��`� Luis R. Lomas P.E. FL No.:62514 2 of 3 10/10/2017 L. Roberto Lomas P.E. 1432woodfoidRd. Manufacturer: Masonite Lewisville.NC 27023 Report#. 514010A 434-688-0609 Date: 10/10/2017 r1lomas OPirlomaspe.COm I 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 SHOWN 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=2,000PSI MINIMUM. D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KS1/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052"THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENTARE 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. \\ 5 R• .L 0 ��i ANNN. 1V v•• �CE � 1 • • r *• 051 • it= 0 F • s, Luis R. Lomas P.E. FL No.: 62514 3 of 3 10/10/2017 i L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#: 514O14A 434-688-0609 Date: 10/10/2017 rl lomas(d.)I rloma ap.t 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/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 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:PVL Main member:Spruce-Pine-Fir(G=0.42) Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F.= I0,000 psi Main member dowel bearing strength: F,,,= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1m= 1.140 in Mode I„ 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 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 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 Ko= 2.400 Ka= 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 Topeon 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) screwiyP.- -5117 Yapping a cu a io per ZU10 Aluminumign manual,section 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: Fs, 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: Fn, 14 ksi Ultimate tensile strength: F.2 22 ksi Nominal strength per bearing(side member): Rn=21)t�Fn, Rnl= 5320 lbs (Eq J.5-12) Nominal strength per bearing(main member): Rn=2Dt2F,„2 Rn2= 435 lbs (Eq J.5-12) Nominal strength per tilting:Rn=4.2(t2'0)`'Fw2 Rn= 478 lbs (Eq J.5-13) Nominal screw shear strength:Rn=A,F,,,/1.25 Rn= 654 lbs (Eq J.5-14) Safety factor: a=3 Allowable shear and bearing capacity: P„ 145 lbs/anchor Fastener type: 910 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: A, 0.0151 int Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material:Vinyl PVL Main member material: Metal framing Thickness: t, 1.000 in Thickness: t2 ^^"� Ultimate tensile strength: F,,, 14 ksi Ultimate tensile strength: F„2 \\�1 Nominal strength per tilting: Rn=4.2(t2'0)"%2 Rn= 1001 lbs (Eq E4.3.1-1) \\�� % L OwI�/� Nominal strength per bearing(side member):Rn=2.70t,F,,, Rill= 7182 lbs (Eq E4.3.1-2 and-4) \\ ��- •/�' • . '�/��j, Nominal strength per bearing(main member): Rn=2.7Dt2F„2 Rn2= 1280 lbs (Eq E4.3.I-3 and-5) ��•��G E N,9 9 CP 15,Nominal screw shear strength: Rn=A,F,�/1.25 Rn= 654 lbs I'* Safety factor: n=3 '* 9;40 1 Allowable shear and bearing capacity: P. 218 lbs/anchor � • • Minimum anchor capacity: 145 lbs/anchor �� TF •, ¢� Note:Anchors with the least capacity is used for calculations to gmalify anchors with higher capacity. 0+ • R10't sjs1�NALE?G��\ III , Luis R. Lomas P.E. FL No.:62514 1 of 3 10/10/2017 i L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer. Masonite Lewisville.NC 27023 Report#: 514014A 434-688-0609 Date: 10/10/2017 rl lomas(c7lrlomaspe.corn Anchor calculations,minimum required anchors 36.38 Design pressure: 85.0 psf Area Load Ind. Max- Anchor F�, Zone 2 O.C. Cap. Load Result 79.25 (ft) (Ibs) ('n) (in) (lbs) Q (Ibs) � 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 18.19 6.00 TYp. 6.00 TP. 6.00 18" MAX O.C. 79.25 6.00 �N� �:• �`� NSF•:t' ITAYE OF •tom, iQ 0 RIDS; s�/1NAt,E0��`` Luis R. Lomas P.E. FL No.:62514 2 of 3 ! 10/10/2017 I i 1 , L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer. Masonite Lewisville.NC 27023 Report#: 514014A 434-688-0609 Date: 10/10/2017 rIlomasCZ' 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 21/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN 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. • ``��1llllll///�/ 0 , TAT 0 F ; �1ft 0RlOP G-A'' Luis R. Lomas P.E. FL No.: 62514 3 of 3 10/10/2017 i