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Home My WebLink AboutProduct approvals Florida Building Code Online s .;, *--w x {:. � his tl-. ;,' ;r .<. :; � �"°. ,t h� � � e �,�� i• ,,�� `�"� � �.,.�. _� d -.,.. _-. m'�P!�➢ ___. -._ ,....x..n.._.a•.,-...,�..�._.--._.s:t�+wa...__._.._ ,....a...-..->r,...�-:�_....a._.e�».�....a....�.�.......W.�°v�w..w�...� ....,«.bii:�.i��`"�^.-��_z,...e_�� : S�r�� _i:'�'.�r. +�,.:£..",a:xa9��`!t`' .;i ,�� BCIS Home Log In User Registration Hot Topics Submit Surcharge : Stats&Facts Publications Contact Us BCIS Site Map ` Links Search -lor lily s Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail 3tl FL# FL22378-R6 I„ .. z Application Type Revision Code Version 2017 bb�x E r , Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. r a� k �.� Comments = Archived 13 r� Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 r� (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sA V- 4 sschreiber@masonite.com t r Technical Representative Address/Phone/Email d , Quality Assurance Representative Address/Phone/Email Category Exterior Doors h Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By g National Accreditation&Management Institute f , Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards r r, Certified By • �r r 4 ; Pj 4 Product Approval Method Method 1 Option A http://www.floridabuiIding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDoOMX5tni9306VsYI Xv4vXZY6A%3d%3d[2/6/2019 1:36:06 PMl i Florida Building Code Online i Date Submitted 01/25/2019 Date Validated 01/28/2019 t.. Date Pending FBC Approval Date Approved 02/04/2019 Summaof Products w _ FL#. Model;Number or.Name Description l 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.pd g Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:Yes 12/31/2020 Design Pressure: +60/-65 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.12df, 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 6'-8" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FL0170 for FL22378 R6 AE 514010A.pdf anchor details and water performance where required. FL22378 R6 AE 514014A.pdf Created by Independent Third Party: Yes A ' 22378.2 Stormguard Fiberglass Side-Hinged 6'-8"Opaque O/S Single Door f! Door Unit =, Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.ndf '. 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 °4 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.Rdf anchor details and water performance where required. FL22378 R6 AE 514014A.[Zdf Created by Independent Third Party: Yes in µ 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 1 s Vic' Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 "-W Design Pressure: +50.5/-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 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.[Zdf 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 kc 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 FL0170.12df 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 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.pddf Created by Independent Third Party: Yes f r x< 22378.5 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed I/S or O/S Single Door w/or w/o Sidelites Door Unit t -- http://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=,vGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDo0MX5mi9306VsYlXv4vXZY6A%3d%3d[2/6/2019 1:36:06 PM] `i Florida Building Code Online sa Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NIO07077.09-R3.pdf 43 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ' Impact Resistant:Yes 12/31/2020 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.2df I Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute r 4 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 R6 AE 514008A.12df anchor details and water performance where required. FL22378 R6 AE 514012A.pdf e Created by Independent Third Party: Yes {x,` —.........—. ....... . — - .............— -- ...------ 22378.E 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 R6 C CAC NIO07077.09-R3.12df 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 j t° 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 514 08A.odf <" anchor details and water performance where required. FL22378 R6 AE 514012A.pdf j � e C'i,r �Created by Independent Third Party: Yes i ---..........._.. -- - — ......—— — - - — ---- 22378.7 Stormguard Fiberglass Side-Hinged 6-8" Impact Glazed O/S Double Door w/or w/o Sidelites Door Unit I ' Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NIOD7077.09-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 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-FL0172 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 C Door Unit Limits of Use Certification Agency Certificate ' s g Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:Yes 12/31/2020 i Design Pressure: +60/-65 Installation Instructions C : s Other: Evaluated for use in locations adhering to the Florida FL22378 R5 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: R pressures listed. T-0"x 8'-0"max nominal size. Hurricane Evaluation Reports t protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514009A.odf am� anchor details and water performance where required. I FL22378 R6 AE 514013A.pdf MCI YeaCreated by Independent Third Party: Yes -- � &7"z 22378.9 Stormguard Fiberglass Side-Hinged S' 0"Opaque O/S Single Door Door Unit _............. - --- — -- — --- Limits of Use Certification Agency Certificate N, Approved for use in HVHZ:Yes FL22378 R6 C CAC NIO07077.08 .pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 I' 3 , Design Pressure: +60/-60 Installation Instructions I 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: ! 4h k 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.odf c t' TM anchor details and water performance where required. FL22378 R6 AE 514013A.odf —- G 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3MGm9%2flC8XPIOX7v28WDo0MX5mi9306VsYlXv4vXZY6A%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 .1df 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 y where pressure requirements do not exceed the design Created by Independent Third Party: y 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 anchor details and water performance where required. FL22378 R6 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 R6 C CAC NI007077.08 .pdf Approved for use outside HVHZ:Yes (Quality Assurance Contract Expiration Date I Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions I s Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.pdf f Building Cade, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute ,; rV 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 t protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514007A.12df anchor details and water performance where required. FL22378 R6 AE 514011A.pddf Created by Independent Third Party: Yes 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.pdf 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.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: pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FL0173 for FL22378 R6 AE 514007A.Ddf anchor details and water performance where required. FL22378 R6 AE 514011A.pdf 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 11 Door Unit Sidelites ,1 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 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.Ddf anchor details and water performance where required. FL22378 R6 AE 514011A.IL Created by Independent Third Party: Yes 4 it a: b S" 3 [ontact 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 Under Florida law,email addresses are public records.If you do not wan[your a-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_. Product Approval Accepts: �•.: ,„ rig^ ECheck http:/Iwww.floridabuiIding.org/pr/pr_app_dtl.aspx?param=%vGEVXQwtDgs3M6m9%2M8XP10X7v28WDo0MX5mi9306VsYIXv4vXZY6A%3d%3d[2/6/2019 1:36:06 PMl NOTICE OF PRODUCT CERTIFICATION p GERTlFt 0 �CC4 'o Company: Masonite International Corporation Certification No.: NI007077.09-R3 � 1955 Powis Road Certification Date: 05/22/20017 t West Chicago, IL 60185 Expiration Date: 12/31/2020 N 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) OP .J € 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 Listina 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" +551-55 0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1885 t Single 8.25 psf'-/9.0 psf a Maximum Panel Size:3'0"x 6'8" 7.5 psf' Anchor Details-MA-FL0172-07/W-1807/W-1835/W- 1860/W-1885 XX I/S Glazed 6'0"x 6'8" +50/-55 0 psf Yes NCTL-210-3389-1/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 Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double 8.25 psf'-/8.25 psf' 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" +551-55 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 t Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite 8.25 psf 1/9.0 psfa Sidelite-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" +551-55 3.75 psf/6.0 psf t Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single N%,/Sidelites Glazed Sidelites 8.25 psf2/9.0 psf; Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO 172-07/W-1807/W-1835/W-1885 OXXO I/S Glazed Doors 12'6"x 6'8" +501-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1885 OXXO O/S Glazed Doors 12'6"x 6'8" +55/-55 3.75 psf/6.0 psf t Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelites 8.25 psf 1/8.25 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: ppw�q Lo n1 MASONITC. 149'MAX. OMERALL FRAAIE WIDTH CC, O d 21" MAX 36.375" MAX. j J <(D STORMGUARD FIBERGLASS DOOR UNIT --D.L.O. PANEL WIDTH-- 37.5" MAX. J Q O 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL I I�FRAME WIDTH+I O E�--J - (n GENERAL N07ES _ S 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO W O'Q THE FLORIDA BUILDING CODE AND WHERE PRESSURE CL REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM -DESIGN-LOADS FOR BUILDINGS AND OTHER STRUCTURES, I ____ LIJ Ln U _ DOES NOT EXCEED THE DESIGN PRESSURES LISTED. F C Ln 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF `q I A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). LLJ O ? ! y '- 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 Ill AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. O z w r7 4. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION FACING LITE FRAME I SELF IGNITION TEMP f ASTM D1929 752 'F> 650 'F 842 'F > 650 'F a RATE OF BURNING ASTM D635 53.4 IN MIN 1.28 IN MIN cc��.. SMOKE DENSITY ASTM D2643 i 3.4% TENSILE STRENGTH* I ASTM 0638 3.2% DIFF 1.8% DIFF I J 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 779 -F > 650 -F RATE OF BURNING ASTM D635 0.0 IN MIN ? $ o SMOKE DENSITY f ASTM 02843 1 39.D% !TENSILE STRENGTH- f ASTM D638 1 3.6% DIFF f o • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING p&I dmtoWM DOUBLE DOOR UNIT WjSIDELtTES (L o- 4500 HOURS XENON ARC METHOD 1 IInn 33 cn Ln V)0 6. MAXIMUM GLASS SIZES COMPLY WITH ASTM E7300 FOR THE fleYkh9d�: to ur In<n rn m DESIGN PRESSURES LISTED. � - 0 Z N W W oow I � L.- SINGLE DOOR UNIT DQJBLE DOOR UNIT SINGLE DOOR UN(f SINGLE DOOR UNIT SINGLE DOOR UNIT We'SIDELITES DOUBLE DOOR UNIT W SIDELITES .WITH SIDELITE WITH SIDELITE 4.W�UOJQz STRUCTURAL a WHERE WATER INFILTRATION PERFORMANCE IS On1e: 4/9 07 DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CON FIG MAX WIDTH I INSWIN I ALL OUTSWING INSWING BUMPER 0 S Z-SERIES 0 S HP 0 S T4 0 S 1 HIGH DAM 0 -R ¢ ssa.e N.T.S. X 37.5 +55.0 -55.0 +55.0 -55.0 N A +25.0 -25.0 +40.0 M.er: SWS - 5.0 -55.0 N A +25.0 -25.0 +40.0 -40.0 N A +55.0 -55.0 +55.0 -55.0 OX or XO 75 +5 .O -55.0 +55.0 -55.0 N A +25.0 -25.0 +40.0 -40.0 N A +59.0 -55.0 +55.0 -55.0 sn OXO ( 112.5 +55.0 -55.0 +55.0 -55.0 NIA +25.0 -25.0 +40.0 -40.0 N A +55.D -55.0 +55.0 -55.0 , KURT BALTHAZOR DRAWING NO.: OXXO 149 +50.0 -55.0 +55.0 -55.0 LI N/A +25,0 -25.0 +40.D 1 -40.0 N A +55.0 -55.0 +55.0 -55.0ORJD FL#56533 P.E. OWG-MA-FLO172-07 65 ' sfcu 1 OF 4 CL 00 SEE DETAIL -3" (- 6" { —� 3" 3"- �3" 3"� 3^ I 3 �_ O C)-j I II I AI I ¢ 1n I=I I B" B" 6" s" I 4 I "1 —�"6" 6" w p Q Ln 3"�'I o (L cv M o o Lo �n �, -- F--� !- - ¢ d SEE DETAILin Li - - SEE DETAIL _ - w - - SEE DETAIL = w 9 "G. A M B O \B v G � G H tlH B" �ScS m I I I I I- 3"-a �- _ _ I _I t I ( I a 3" 3- 3.3" �3- f"3 6" fi" a B" SEE DETAIL B" #8 x 2' 3 3 3 3 3 m Ul N V)En U)VI . ASTRAGAL RETAINER BOLT HOLE #8 x 2" #10 x 5/8" ® MUST BE DRILLED THROUGH ° THE THRESHOLD & INTO THE 9 N STRUCTURE DEEP ENOUGH a N #8 x 2„ #10 x 5/B" FOR A 1.375" THROW o a a w #10 x 1" DETAIL "E" ASTRAGAL w o v>>o rn 10 x 2-1 2" DETAIL "F" ASTRAGAL ¢_ rn n. zo # / ATTACH ASTRAGAL RETAINER BOLT z > #10 x I" STRIKE PLATE TO FRAME w w ow g= I #10 x 5/8" AS SHOWN. < o a DETAIL "C' DETAIL "Q" mo�n^o w 1 0. 21 �N NNN�8 1.375" -� pZ 1.437" o�r,n - T T�r_J" T li W 0 U:m Q z INSWING THRESHOLD B JMPER O S THRESHOLD HE OfS THRESHOLD add&�mkW 1DATE: 419107 l P_!b7p O�e��roa�a�.- ScuE_ N.T.S. 1.4B2' r'_ 1.75" f1,047' 1.437" •- SWS T T T cm.BY: DRkMNG No, Z-SERIES 0/S THRESHOLD HIGH DAM O/S THRESHOLD 14 OLS THRESHOLQ 0W0-MA-FLo772-07 SHEET 2 OF 4 SEE DETAIL 'E" SHT. 2 I�3" 3. M 171 jL Q Z CL SEE DETAIL I L0 D" SHT. 2 '• � - � �i - i O � _ t- ® ¢ W _SEE DETAIL "C" SHT. 2 - (eA l^l I `✓ - � � a G � .r �6" 3. IIjj (( N 6T_ I' 6" 3" o, '6S o SEE DETAIL 6" - SHT. 2 , w EL 6"- a HARDWARE SCHEDULE 0 U'1 to U7 U1 U1 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND v,:n�n��m ATTACHMENT DETAIL SERIES 880 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE. z In SIGNED AND SEALED BY ROBERTO LOAAS, PE t25" 2. ;4" X 4" FULL MORTISE BUTT HINGES. 3 a¢,n , (FLORIDA #62514) WITH THE LOWEST (LEAST) MIN %.. 0.26 1"x1 2' CORRUGATED #10X2" WOOD SCREW a a FASTENER RATING FROM THE DIFFERENT FASTENERS SHIM 3" FROM EACH END 6' FROM EACH END wio-¢i��o N BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1.25" AND 7" OC AND 12' OC o � THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL—� �— MIN #10 WOOD SCREWS, 1 4" TAPCONS AND #10 TEK SCREWS. LOP —MqX" r wo a N A PHYSICAL SHIM M C D�FI ! SHIM SPACE AT EACH ACRYLIC �ooa — �t SHIM LATEx ¢¢`� a ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". I ' CAULK / TYPICAL MASONRY CL �� I AC�yuC { ro�m oI WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE sue: LATEX — DISTANCE MIN 1/2". ANCHOR INSTALLATION 1I CAULK CL co N(om cVd 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO °. . 1X BUCK MASONRY OMBINATION WOOD COMBINATION WOOD m o v ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) 1.5N„= 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM tAx non SC-1/2" (4) toxz-i/2" : w o 0 co¢z WREWS WO D 5CRE S ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT- HIM EACH END EACH END lwt: OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL OAM 4/9J07 M EMBEDMENT OF 1—1 "4 . ® SME: N.T.S. MINIMU / �' �® DWG.er: SINS 4, WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO m ®� ®® DM TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK DRAWINGNG NO.: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. INTEGRAL WOOD INTEGRAL WW DWG ANCHOR INSTALLATION MULLION (CHS) MULLION (CHS) �� 3 Dr 4 a 00 0 0C) � Q qo Edo 0 Ln O I' 1'INSULATED GLASS 1"INSULATED GLASS 0.124"HEAT STRENGTHENED DECORATIVE INSERT 0.124"HEAT STRENGTHENED DECORATIVE INSERT 0.090'SAFLE7T(NOA 15-1201.11) I (OPTIONAL) 0.090'SAFLD((NOA 15-1201.11)_ - -(OPTIONAL) ' 0.124'HEAT STRENGTHENED— 1 .0124'TEMP. 0.124"HEAT STRENGTHENED-- T—.0124'TEMP. BUTYL.FOAM,OR METAL SPACER 1/2'SITE BUIT'L.FOAM.OR METAL SPACER 1/2"BITE DOW 995 '0`q :• DOW 995 DOW 995 DOW 995 U EXIEBLOB » 1Nff810S EXTEBI46 1 INTERIOR TYPICAL GLAZING DETAIL ALTERNATE GLAZING DETAIL IMPACT RATED GLASS IMPq—Cl-BATED GLASS a a w Wm u0t to c m Z UT; I 1-1/4'INSULATED GLASS 0.724"HEAT STRENGTHENED INTERNAL MINISUNDS S Q 0.090'SAFLEX(NCA 15-1201.11) (OPTIONAL) 0 'L W o n:F f 0.124"HEAT STRENGTHENED —.0124'TEMP. L,,,H D_ 7 V1i METAL SPACER 1/2"BITE Z Q O j O j DOW 995 Fw-O O rx V HOT MELT ti� .. FOAM GLAZING TAPE ELASTOMER �.•. n: uj EXIEF'O INTERIO 0_0 N1.N ID 00 N C gLTERNATE GLAZING DETAIL N N IMPACT RATED GLASS m �g Liwac>mlao z, DATE: 4/9/07 SCALE DWG.BY. SWS CHR.GY: DRAWING NO.: DWG-MA-FL0172-07 SHEET 4 aF 4 L. Roberto Lomas P.E. 1132 Woodfield Rd. Manufacturer: Masonite Lewisville,NC 27023 Report# 514010A 434-688-0609 Date: 10/10/2017 rllomasi;::lrlomaspe.com Test Report: N/A Product: Single door 3'x 6'8"(Wood Frame) Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/3 w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (ND5 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: F,b= 80,000 psi Side member: Douglas Fir-Larch(6=0.50) Main member:Spruce-Pine-Fir(6=6.42) 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: 1m= 1.140 in Mode I, Mode I, Mode 11 Mode IIIm Mode III, Mode IV qm= 636.5 Ibs/in qs= 864 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P= 725.61 Ibs P= 884 Ibs 8: 1.07 8: 0.57 8: 0.5 8: 0.000 Ka= 2.400 Ko= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6 2 = 302 Ibs Zs 368 Ibs P= 331 Ibs Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs Ko= 2.400 P= 297 Ibs P= 319 Ibs P= 263 Ibs Min.Design value: Z= 110 Ibs Z= 138 Ibs Ka= 2.400 Ko= 2.400 Ka= 2.400 Duration Factor: C,= 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Desi n Vale f= : Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 edge spacing(in) Substrate:Hollow block t4.00 2.00 4.00 Minimum embedment: 1.25 in 130 161 Actual edge distance: 2.50 in 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z"= 155 Ibs/anchor(per interpolation when needed) Fastener type: #10 Tek screw u ra e: ee Tabulated design value: Z= 1266 Ibs Safety factor: Fs= 4 Allowable Design Value qFs): Z'= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/amhor Note:Anchors with the least capacity is used for calculations to quality anchors with higher capacity. Anchor calculations,minimum reauired anchors 36.38 Design pressure: 85.0 psf Area Land Ind. Max. Anchor Zone z O.C. QtY Cap- Load Result Y 79.25 (ft) (Ibs) (in) (in) (Ibs) (Ibs) °'2 Ai 2.3 195 N/A N/A 155 2 98 OK AZ 7.7 656 6.00 18.00 155 5 131 OK L 0 .0,. E IV *' 051 • TAT 4 F •,' s�ONALWti �� Luis R. Lomas P.E. FL No.:62514 1 of 3 10/10/2017 i I ii L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514010A 434-6e8-0609 Date: 10/10/2017 rllomasCc lrlomasoe.corn Anchor Locations: 36.38 18.19--- 6.00 TYP. 6.o0 TYP. 6.00 18" MAX O.C. 79.25 L 6.00 • 0,4951 •yt— TAT 0 F ;war �/;is�ONAL` ?�� Luis R. Lomas P.E. FL No.:62514 2 of 3 10/10/2017 I I L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite LewiSviNe,NC 27023 Report* 514010A 434-688-0609 Date: 10/10/2017 rllomas(a)II-lornaspe.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" 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 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. NNJ • • ' - .E IV ;�,9�� w TAT d F :ram, 0R1�P•It 01VA"�� Luis R. Lomas P.E. FL No.: 62514 3 of 3 10/10/2017 I i L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#. 514O14A 434-688 osos Date: 10/10/2017 rllomas(c�lrloma spe.com Test Report: N/A Product: Single door 3'x6'8"(Composite frame) Scone: 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 Crap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi Side member:PVC Main member:Spruce-Pine-Fir(G=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: Fe„= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: I.= 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 B: 1.07 B: 0.57 B: 0.5 B: 0.000 Ka= 2.400 Kb= 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= 46.8 in-lbs Ka= 2.400 P= 324 lbs P= 529 lbs P= 299 lbs Min.Design value: Z= 125 lbs Z= 212 lbs Ko= 2A00 Kp= 2,400 Ka= 2.400 Duration Factor: Co= 1.6 Z= 135 lbs Z= 222 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) yp.; �ir Topping screw LCalculaTions per eUJ5 Aluminum Design Manual,sec ion Nominal screw diameter: D: 0.190 in Screw root area: A, 0.0151 in' Actual edge distance: de: 1.085 in Screw shear ultimate strength: F„ 54.0 ksi Per table J3.2 of 201O Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material; 6063-T5 alumimim Thickness: t, 1.000 in Thickness: tz 0.052 in Ultimate tensile strength: Fn, 14 ksi Ultimate tensile strength: Fw2 22 ksi Nominal strength per bearing(side member):An=21)t,F,u, Rnl= 5320 lbs (Eq J.5-12) Nominal strength per bearing(main member): An=2Dt,F�, Rn2= 435 lbs (Eq J.5-12) Nominal strength per tilting:An=4.2(t23D)1r2F,„2 An= 478 lbs (Eq J.5-13) Nominal screw shear strength:An=A,Fa 11.25 Rn= 654 lbs (Eq J.5-14) Safely factor: a=3 Allowable shear and bearing capacity: P= 145 lbs/anchor Fastener type: #10 Self tapping screw (Calculations per AISI-SI00-12,sections A2.3.2 and E4.3.1) Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: Fsu 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: tZ '- Ultimate tensile strength: F,, 14 ksi Ultimate tensile strength: F„Z Nominal strength per tilting: Rn=4.2(t230)1y21`Z An= 1001 lbs (Eq E4.3.1-1) Nominal strength per bearing(side member):An=2.70t,F,,, Rnl= 7182 lbs (Eq E4.3.1-2 and-4) �\_`k♦ • • . '�/ �j Nominal strength per bearing(main member): Rn=2.70t2F 2 Rn2= 1280 lbs (Eq E4.3.1-3 and-5) •�\G EN s+ •�CP Nominal screw shear strength:An=ArFsu/1.25 An= 654 lbs ' C Safety factor: 0=3 *• �l,A_ 5 Allowable shear and bearingcapacity: P. 218 Ibs/anchor � ` ■ Pa tY' � Minimum anchor capacity: 145 lbs/anchor TAT 0 F k► Note:Anchors with the least capacity is used tar calculations to qualify anchors with higher capacity. • 0 RIPN. Luis R. Lomas P.E. FL No.:62514 1 of 3 10/10/2017 j L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer. Masonite Lewisville.NC 27023 Report#: 514014A 434-688-0609 Date: 10/10/2017 rllomas(cirlomasoe.com _Anchor calculations,minimum required anchors 36.38 Design pressure: 85.0 psf Area Load Qty Ind. Max. Anchor 79.25 (ft Zone Z) (Ibs)M (in) O.C. Cap. Load Result (in) (Ibs) (Ibs) 2 A2 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 Ty'. 6.00 18, MAX O.C. 79.25 6.00 `\```5 NUJ • ' ' ' • '�iq% r� TATVOIF '�i�Fs;:��ORtOP• ��.� ONA`t�a\�,. Luis R. Lomas P.E. FL No.:62514 2 of 3 10/10/2017 i w I L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514014A 434-688•0609 Date: 10/10/2017 rl lomasCoNrlomasoe.com Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS 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. \\\\ RI I lLlo �i�i *• 0 951 — �� 0 F ;c� ss . . . 1ONA�t�� III Luis R. Lomas P.E. FL No.: 62514 3 of 3 10/10/2017 i IIII