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Home My WebLink AboutProduct Approval r Florida Building Code Online fi ry++ f x' "-4ra't ! l k++,` y� .�S y yq y�-p� s��r� ,;��+`� *k;,. .,... ^, i + �.,,,�•.�..; �£,-��`-�..iV{� '�-� '�" t 7 BCIS Home �Log In �~User Registration Hot Topics Submit Surcharge � Stats&Facts � Publications Contact Us ' BCIS Site Map Links Search [•ill-1091 I „ Product Approval t"�t `�USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail Ft, FL# FL22378-R6 l t, Application Type Revision I Code Version 2017 ! Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and gratified by ' the POC and/or the Commission if necessary. Comments Archived r " i I " Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road N West Chicago,IL 60185 r• (800) 663-3667 r sschreiber@masonite.com I f'f + q, Authorized Signature Steve Schreiber s• sschreiber@masonite.com # Technical Representative Address/Phone/Email ` Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies air Compliance Method Certification Mark or Listing f ; �- Certification Agency National Accreditation&Management Institute ? Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year € d l9 , TAS 201 1994 TAS 202 1994 I TAS 203 1994 Equivalence of Product Standards 1 Certified By V 3 , Product Approval'Method Method 1 Option A i littp:%ww'w.floridabuildin,.org/pr/pr_app_dtl.aspx?paiant=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDo0MX5mi9306VsYIXv4vXZY6A%3d%3d[2/6/2019 1:36:06 PM] Florida Building Code Online i { '` - Date Submitted 01/25/2019 ` Date Validated 01/28/2019 Date Pending FBC Approval ` Date Approved 02/04/2019 Sury of - mmaProducts ! FL# Model,Number or Name Description '. 1 22378.1 Stormguard Fiberglass Side-Hinged 6'-8" Opaque I/S Single Door Door Unit { Limits of Use Certification Agency Certificate 1} 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 Design Pressure: +60/-65 Installation Instructions f / o Other: Evaluated for use in locations adheringto the Florida F 22 7 II FL 7 f _L 3 R6 O1 0 [fid � 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 l protective system is NOT required. See DWG-MA-FLO170 for FL22378 R6 AE 514010A.Ddf anchor details and water performance where required. FL22378 R6 AE 514014A.[)df .: ,,. Created by Independent Third Party: Yes 22378.2 Stormguard Fiberglass Side-Hinged 6'-8"Opaque O/S Single Door j Door Unit Limits of Use Certification Agency Certificate - Approved for use in HVHZ:Yes F 7 7 2. pp L223 8 R6 C CAC NI00707 .07 R Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1 Impact Resistant:Yes 12/31/2020 t I i Design Pressure: +60/-60 Installation Instructions I j Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.pdf j br - Building Code, including the High Velocity Hurricane Zone,and - Verified By: National Accreditation&Management Institute j I 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.Ddf i 3 anchor details and water performance where required. FL22378 R6 AE 514014A.pddf Created by Independent Third Party: Yes I � t 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.pdf Approved for use outside HVHZ:Yes i pp Quality Assurance Contract Expiration Date Impact Resistant.Yes 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions 1 I 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 I I 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.Ddf anchor details and water performance where required. FL22378 R6 AE 514012A.p Y p Created b Independent Third Pa _ rtY: Yes ' [22378.4 Stormguard Fiberglass Side-Hinged 6'-8"Opaque O/S Single or Double Door w/or w/olSidelites I Door Unit i Limits of Use Certification Agency Certificate ! Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 i Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.odf Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute 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-FLO170 for FL22378 R6 AE 514008A.[�df anchor details and water performance where required. FL22378 R6 AE 514012A.Ddf 1 Created by Independent Third Party: Yes a 122378.5 Stormguard Fiberglass Side-Hinged 6'-8" Impact Glazed I/S or O/S Single Door w/or w/o Sidelites Door Unit I litip%'1V\\'\V.floridabuilding.org/pr/pr_app_dtl.asps?param=wGEVXQwtDgs3Nl6ing%2fK8XPIOX7v28WDo0NdX5mi9306VsYIXv4vXZY6A%3d%3d[2/6/2019 1:36:06 PNQ i I Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.09-R3.pddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 I ! Design Pressure: +55/-55 Installation Instructions ! Other: Evaluated for use in locations adhering to the Florida F1_22378 R6 II FL 0172.Ddf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 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.Ddf t anchor details and water performance where required. FL22378 R6 AE 514012A,pd Created by Independent Third Party: Yes 122378.6 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed I/S Double Door w/or w/o Sidelites Door Unit !Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 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: +50/-55 Installation Instructions j Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.Ddf 1 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. 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 ,i anchor details and water performance where required. FL22378 R6 AE 514012A.pdf : r— Created by Independent Third Party: Yes __ 17 122378.7 (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 CAG NI007077.09-R3.1df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 ` Design Pressure: +55 -55 Installation Instructions. 9 / Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.Ddf IH Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation& Management Institute where pressure requirements do not exceed the designn Created by Independent Third rd Part Y pressures listed. 12'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports l protective system is NOT required. See DWG-MA-FLO172 for FL22378 R6 AE 514008A.{)df anchor details and water performance where required. FL22378 R6 A 740 A[�df { Created by Independent Third Party: Yes 22378.8 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single Door Door Unit 3 'Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6- C CAC NI007077.08 pdf f 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 FL017 .pdf 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: pressures listed. 3'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports { d protective system is NOT required. See DWG-MA-FL0171 for FL22378 R6 AE 514009A.r)d [ anchor details and water performance where required. FL22378 R6 AE 514013A.[Zdf Created by Independent Third Party: Yes 7 i 122378.9 (Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single Door I Door Unit Limits of Use Certification Agency Certificate I Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 4 ' _ Impact Resistant:Yes 12/31/2020 p Design Pressure: +60/-60 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.pdf j 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: e< pressures listed. 3'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports 3 • I I protective system is NOT required. See DWG-MA-FL0171 for FL22378 R6 AE 514009A.odf f ' anchor details and water performance where required. FL22378 R6 AE 514013A.Rdf Created by Independent Third Party: Yes f i 22378.10 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites I litip:,avtvtv.floridabtiilding.org/pr/pr_app_dtl.asps?parani=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDo0IvIX5mi9306VsYIXv4vXZY6A%,d%3d[2/6/2019 1:36:06 Ptvl] Florida Building Code Online Door Unit Limits of Use Certification Agency Certificate i" Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .12df 1 j I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j 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's Institute j where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports f +, protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514007A.odf I j anchor details and water performance where required. FL22378 R6 AE 514Q11A.12df Created by Independent Third Party: Yes V � g - 9 Opaque 9 / �---- — ----. — – f ;22378.11 j Stormguard Fiberglass Side-Hinged 8'-0"O a ue 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 NIO07077 08 .Dddf I I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I Impact Resistant:Yes 12/31/2020 1 Design Pressure: +55.0/-50.5 Installation Instructions i Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171 [�df Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management lInstitute {` I where pressure requirements do not exceed the design Created by Independent Third Party: ' pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports i 1 protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514007A Ddf anchor details and water performance where required. FL22378 R6 AE 514011A.�f I Created by Independent Third Party: Yes i ( I ({ 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 j Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 017 .{Ldf k 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.[�df i anchor details and water performance where required. FL22378 R6 AE 514011A12ft ° Created by Independent Third Party: Yes j 22378.13 Stormguard Fiberglass Side-Hinged 8'-0" Impact Glazed O/S Single or Double Door w/or w/o Door Unit Sidelites j Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077 04-R6 Ddf 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.Ddf ''a { 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: t I pressures listed. 12'-0"x 8'-O" max nominal size. Hurricane Evaluation Reports 1 protective system is NOT required. See DWG-MA-FLO173 for FL22378 R6 AE 514007A [�df ,4 1 f anchor details and water performance where required. FL22378 R6 AE 514011 A.pd i Created by Independent Third Party: Yes I i Contact Us::2601 Blair Stone Road.Tallahassee FL 77499 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 want your e-mail address released in response to a public-records request,do not sl nd 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), 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 atldress,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 b2Le_ r 1�s la f' .':' Product Approval Accepts: ie hilp:na%v%v.tloridabitilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3b16m9%2fK8XP10X7v28WDo0MX5mi9306VsYIXv4vXZY6A%3d%3d[2/6/2019 1:36:06 Pbl] NOTICE OF PRODUCT CERTIFICATION so cERTIF/q Company: Masonite International Corporation Certification No.: NI007077.09-R3 1955 Powis Road Certification Date: 05/22/20017 West Chicago, IL 60185 Expiration Date: 12/31/2020 11� Revision Date: 01/03/2019 p'c,� t` Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/and w/o Impact Rated Sidelites c�gryFioaao (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 Listin at wwi3,.Nauiieertification.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& Outswing Opaque Size Pressure Pressure Rated Comments X I/S Glazed 3'0"x 6'8" +55/-55 0 psf Yes NCTL-210-33 89-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Sill le Maximum Panel Size:3'0"x 6'8" X O/S Glazed 3'0"x 6'8" +55/-55 3.75 ps17 6.0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single 8.25 psf2/9.0 psf l Maximum Panel Size:3'0"x 6'8" 7.5 psf s Anchor Details-MA-FL0172-07/W-1807/W-1835/W- 1860/W-1885 AIXaze X - ps es _1 - 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 psfYes 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" +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 psf2/9.0 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 9'0"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6.8" Anchor Details-MA-FL0172-07/W-1807/W-1885 OXO O/S Glazed Door 9'0"X 6'8" +55/-55 3.75 psf/6.0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites 8.25 psf 2/9.0 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1835/W-1885 OXXO I/S Glazed Doors 12'6"x 6'8" +50/-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLOl72-07/W-1807/W-1885 OXXO O/S Glazed Doors 12'6"x 6'8" +55/-55 3.75 psf/6.0 psf' Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelites 8.25 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 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: ............... ............................................... il)ll MASONITE. 149'MAX. OVERALL FRAME MOTH 0, STORMGUARD FIBERGLASS DOOR UNIT 21 MAX 36.375" MAX. 37.5" MAX. 2 (D --- PANEL WIDTH 6�-S"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH 0 .......... TOF DOUBLE F E6W S)0 D.L.O.D 1'0 ' 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO C) LTC THE FLORIDA BUILDING CODE AND WHERE PRESSURE C, REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, Ln DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF C9 cn A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). co Ld 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 0 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING: 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 i 0.56 IN MIN 1 t28 IN MIN SMOKE DENSITY ASTM D2843 53.4. 70.2% 1 TENSILE STRENGTH- j ASTM D638 1 3.2% DIFF 1.87 DIFF 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED); gas TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM Di LRATE OF BURNING ASTM D6 I ASTM D21343 1 39.07 O TENSILE STRENGTH 0 • x COMPARATIVE TENSILE STRENGTH AFTER WEATHERING SIDELI a.� IfLI N AftidmloWM DOUBLE DOOR UNIT WI A 4500 HOURS XENON ARC METHOD 1 6. MAXIMUM GLASS SIZES COMPLY WITH ASTM E1300 FOR THE -:;r�r:�2 3- NTn 'n I(n(n N4--w I I DESIGN PRESSURES LISTED. (n V)Ln U)V)I V) 0 z CD, r= oow F-1 IL z c)::) 1 L Lj 'i ILLJ L) 0 ]on z Lh • T <<> < I TI .[ ELF® • I E -SINGLE DOOR UNIT -Qgij�o UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE-099E_UNIT_W/SrDEUTES DOUBLE DOOR UNIT-WISID ECITES WITH SIDELITE WITH SIDELI STRUCTURAL WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE: 419107 CONFIG MAX WIDTH INSWING ALL OUTSWlNG INSWING BUMPER 0 Z-SERIES 0 S DAM 0 s A 37.5" X +55.0 m-55.0 1+55.0 5.0 u N/A +ZO.0 / -25.0 I+40.0 -40.0 1.4---,n n n -4 J9 -55.0 DWG. EW. sws A -±25.07-- 0 +40.0 -40.0 11 N/A 1+55.0 -55.0 +55.0 -55.0 ±030v ��- �� _�8:b _ .0 5 -55.0 1+55.0 4 -55.0 11 N A +25.0--1---25"1 1+55.0 55 265 +55'0 55.D -25.0 3ALTHAZOR EX &I XO 7 X, X, 1 +50 +55.0 'IDA-P.E,- 5 0 +550 5.� 4 -25.0-1-+40�0-i--40.0-1-N/ =7- 1+55:0 7 DWG-MA-FL0 172-07 6533 sNE-eT-1 OF__L cl: Do cc SEE DETAIL < 3" 0 3- 3- vi C) 3" Y 3- Lu < 6" 3' Lr) Y SEE DETAIL_ Ld SEE DETAIL cy SEE DETAIL (Z A D. wo Ir H US 6" 3' w 6- 6- I I I + I � e 3.t 0 3- 4p T�- m - .................. Y- 3" a. 3" .3�6 6" 3bra a - SEE DET #8 x 2 50) 'F" ASTRAGAL RETAINER BOLT HOLE V) /--�MUST BE DRILLED THROUGH 0 THE THRESHOLD & INTO THE En #8 x 2 #10 x 5/8" w w STRUCTURE DEEP ENOUGH �A FOR A 1.375" THROW #10 x 5/8" W M a v) tR I f--,n m Z #8 x 2" #10 x 1" DETAIL "E" ASTRAGAL DETAIL "F" ASTRAGALz n 0:::� 0 #10 x 2-112" ATTACH ASTRAGAL RETAINER BOLT x wo S 0=0 ❑ woo!�u u) #10 x I" STRIKE PLATE TO FRAME t a a z #10 5/8*� AS SHOWN, <<<><m' DETAIL "C" co �!2� w DETAIL "D' (o co NX N ,I 0,912 cj u) 4 u.) 1.375" .437'. -- - --- T T T L�wooz INSVjUQ-jH-RESH_QLD BUMPER O/S THRESHOLDHP OZ THRESHOLD Ad Jf. — llclloi DATE: 419107 N.T.S. 1,482"p,;i- 1.75'P�@j 1.047" 1,437' DWG.BY. SWS T T DRAWING NO.: S TER-Sf±Q-LD— Dwo-JOA-FLO172-67 __Z--SERIES-0- swEr 2 OF 4 ................. _ U-)SEE DETAILIL_ 3„ 6'--1 _ i—6" cx_ 00 3 _I T 3 - I Q f~l 0 _ 3" 66. � " o (i7 O �n i i iD I _ N _ a SEE DETAIL ' ¢ Ln u — — } "D" SHT. 2 t• — —I z L0 f co SEE DETAIL w _ Ste' yi "C" SHT. 2 — A — w I Dt D w B I ` o I —' �; — c --oH, B 6" j - z L,"A 0 3" Addendunto NAL9 _ 3" 3"—I I� 3"6 6" 3"f Fu 8 <E U at SEE DETAIL I 3 c~ 5 o j Rgtieh¢d@/ Nro ..F.' SHT. 26._ g � 6" o HARDWARE SCHEDULE a a Enm(nU),' 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND 3:3 3v)(cn m ATTACHMENT DETAIL mu,�mm,N SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE. o SIGNED AND SEALED BY ROBERTO LOMAS, PE z u3 FLORIDA 62514 WITH THE LOWEST LEAST 1.25" 2. 14" X 4" FULL MORTISE BUTT HINGES. �i� ' ( ) (LEAST) MIN °`. f FASTENER RATING FROM THE DIFFERENT FASTENERS oMAX t"X11 2" CORRUGATED #tox2' wooD scREw � 89'- BEING CONSIDERED FOR USE. JAMB, HEAD, AND SHIM 3" FROM EACH END 6" FROM EACH END D.aDD p vt THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL—� I_ fi 1M1�N 1 ° t AND 7" OC AND 12' OC a x in o oz f #10 WOOD SCREWS, 144" TAPCONS AND 10 TEK SCREWS. �`. z =�_ ..r�r.' — MAX , ui 0 O w 0.0 cn A PHYSICAL SHIM M LACED I SHIM SPACE AT EACH SHIM ACRYLIC �p p¢z M 2. ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". y CAULK ¢¢a>¢� WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY CL -I I' ACRYLIC I 4�212 _ nimDISTANCE MIN 1/2". ANCHOR INSTALLATION CAULK CL tD CO NN N2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO 1X BUCK MASONRY OMBINATION WOOD COMBINATION WOOD `tLo- ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 1,50" ° I` f. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MIN —1/2" 4 10X2-1 2" w w p 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM —MAX ( ) / p�Im¢ M # z ANSI AF&PA NDA FOR SOUTHERN PINE U SHIM wo D scREvs woOD SCREWS / LUMBER AND ACHEIVEMENT EACH END E U EACH END OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL w� I-- ��1,' mGATE: 4 9/ MINIMUM EMBEDMENT OF 1-1/4". 07 Aw. m SCALE: N.T.S. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO J � Dwc.BY: SINS TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK CHK.BY. _ _� 5 MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION Dwwwc Ho:: -INTEGRAL-WOOD---- INTEGRAL`WW DWG-MA-FLO172-07 MULLION (CHS) MULLION (CHS) SHEET 3 Dv 4 Ln J ct Q � �J F= W �Q 2 L CJ i C r 1'INSULATED CLASS ;"INSULATED GLASS 0.124'HEAT STRENGTHENED �—DECORATIVE INSERT 0.124'HEAT STRENGTHENED DECORATIVE INSERT 0.090'SAFLEX(NOA 15-1201.11) (OPTIONAL) 0.090'SAFLEX(NOA 15-1201.11) (OPTIONAL) 0.124'HEAT STRENGTHENED—o—�ra]jI r .0124"TEMP. 0.124'HEAT STRENGTHENED— r.0124'TEMP. BUTYL,FOAM OR METAL SP N ACER 1/2'BITE BUTYL,FOAM,OR METAL SPACER 1/2-BITE DOW 995 �`-0 :` DOW 995 DOW 995 " •:' DOW 995 W Z q ; Is M INTER( x 7 u O PrCAL GLAZING TAr TY DE L A T NTE GLAZING DEMI O L L ER A o C GL lMPA T RATE__ASS IMPACT RATED GLASS aI a Enl0f]U)tn U) 3333�3m ; N N N In(A fn ! O� 1-1/4'INSULATED GLASS N 0.124'HEAT STRENGTHENED__ +� INTERNAL MINIBUNDS g Q jcn 0,09D'SAFLEX(NOA 15-1201,11) (OPTIONAL) 0.124'HEAT STRENGTHENED .0124'TEMP. W 0- 7 0 S - Z d METAL SPACER 1/2'SITE � �O O O I DOW 995 ,i J'-v.,. Wp Q F U o > moi.. J000 ZUl [.J Of HOT MELT ELASTOMER FOAM GNG TAPE W F241E@l9E JMEBIGB ro N N(O ro N N N ALTERNATE QLAZING DETAIL IMPACTAddtnd vibma RATED GLASS C — '>W�0' LiWOOmQZ DATE: 419107 SCALE.- N.T.S. DWG.BY: SWS j CHK.BY: -- DWG-MA-FL0172-07 i --- _— sHEEr 4 of 4 L. Roberto Lomas P.E. 1432 Woodroid Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#: 514010A 434-688-0609 Date: 10/10/2017 rllomasic�lrlomaspe.com Test Report: NIA Product: Single door Tx 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/8 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: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fvb= 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: Fm,= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= 1.140 in Mode I. _ Mode I, Mode IT Mode III,n Made III, Mode IV qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P= 725.61 lbs p= 884 lbs 8: 1.07 8: 0.57 8: 0.5 8: 0.000 Ko= 2.400 Ka= 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 bs Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2.400 Ko= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs Allowable Desi n Value - Fastener type: 1/4 ITW Tapcan 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 s ra e: ee Tabulated design value: Z= 1266 lbs Safety factor: Fs= 4 Allowable Design Value(ZFs): Z'= 316 lbs/anchor Minimum anchor capacity: 155 lbs/anchor Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations,minimum required anchors 36.38 _ Design pressure: 85.0 psf Area load Ind. Max. Anchor Zone (ftz) (lbs) (in) O.C. Cap. Q� Load Result Al 79.25 A2 i A2 (in) (lbs) (lbs) A, 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 =A TAT Q F •ry ;P ZOR I I Luis R. Lomas P.E. 1 of 3 FL No.:62514 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 rI Iom2s,0'7,I rIoma soe.corn Anchor Locations: i 36.38 18.19---- 6.00 TYp. 6.00 TYp. 6.00 I 18" MAX O.C. 79.25 6.00 \\\ �`�'-•\.�G�N'S'F 9s�-�� 51 •�t= '-� • ��4.- TAT 0 F ,. • �� s 0 Rte?.G\� /��is�ONAL ��lfill111�� 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*. 514010A 434-688-0609 Date: 10/10/2017 rllom asO)IrlOma spe.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=33KS1/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. I III N\S`\,tt�t►IlLlo��i/i ��J.• 'GEN •" ep � w TAT "F - -5- tri . �� s/0NAt` �G��\ IIII Luis R. Lomas P.E. 3of3 FL No.: 62514 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 r1loma8 EDIrlomaspe.com Test Report: N/A Product: Single door 3'x6'8"(Composite frame) Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/a w/out gap: a. With threads present in shear plane Fastener type:#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:PVC Main member:Spruce-Pine-Fir(G=0.42) Side member thickness: t,= 1.000 in Main member thickness: t„= 1.500 in Side member dowel bearing strength: Fes,= 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 B: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko= 2.400 Ko= 2.400 C: -681.799 C: -253.623 C: -521.824 C: -93.6 Zm= 302 lbs Z,= 792 lbs P= 510 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Ko= 2.400 P= 324 lbs P= 529 lbs P= 299 lbs Min.Design value: Z= 125 lbs Z= 212 lbs Kb= 2.400 Ko= 2.400 Ko= 2.400 1 Duration Factor: Ca= 1.6 Z= 135 lbs Z= 221 lbs Z= 125 lbs Allowable Design Value CZCo): Z'= 199 lbs/anchor Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 edge spacinM202 Substrate:Hollow block distance 2.00 Minimum embedment: 1.25 in 2.00 IN Actual edge distance: 2.50 in 4.00 163 Actual C To C spacing: 3.00 in Allowable Design Value: Z.1= 155 lbs/anchor(per interpolation when needed) screw1-0-ner Type. Self Topping (CUICUICTIOnS per eUlti Aluminum Design manual,sec ion Nominal screw diameter: D: 0.190 in Screw root area: A, 0.0151 int Actual edge distance: de: 1.085 in Screw shear ultimate strength: F,,, 54.0 ksi Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVL Main member material: 6063-T5 aluminum Thickness: t, 1.000 in Thickness: tZ 0.052 in Ultimate tensile strength: Fn, 14 ksi Ultimate tensile strength: F„Z 22 ksi Nominal strength per bearing(side member): Rn=2Dt,F„, Rnl= 5320 lbs (Eq J.5-12) Nominal strength per bearing z z p g(main member):Rn=2Dt F„ Rn2= 435 lbs (Eq J.5-12) Nominal strength per tilting:Rn=4.2(tz3D)"'1`12 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: n=3 Allowable shear and bearing capacity: P„ 145 lbs/anchor Fastener type: 410 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 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: Fa \\�1 / Nominal strength per tilting: Rn=4.2(t23D)"'F,= Rn= 1001 lbs (Eq E4.3.1-1) \��,� C R, L 011 Nominal strength per bearing(side member):Rn=2.7Dt,F„ Rnl= 7182 lbs (Eq E4.3.1-2 and-4) \ �•7• • • ' • : '�J �j � J Nominal strength per bearing(main member); Rn-2.70t2F Rn2= 1280 lbs (Eq E4.3.I-3 and-5) • GENS •�C� �� • Nominal screw shear strength:Rn=A,F„/1.25 Rn= 654 lbs _� • � F ' � Safety factor: n=3 1*• Oyff�51 �•*,r Allowable shear and bearing capacity: Pe 218 lbs/anchar • ` �,"`i' J ■ Minimum anchor capacity: 145 lbs/anchor TAT 0 F (v Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. r� • Luis R.i Lomas P.E. F No.: 62514 1 of 3 10/10/2017 I I L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#: 514014A 434-688-0609 Date: 1011012017 rllomas,'d)lrlomasoe.com Anchor calculations,minimum required anchors r 36.3-8# Design pressure: 85.0 psf I Max. Area Load Ind. Anchor Zane 2 O.C. Cap. Load Result \, (ft) (Ibs) (in) Qtr 1 79.25 (in) (Ibs) (Ibs) qA2 A, 2.3 195 N/A N/A 145 2 98 OK 1 Az 7.7 656 6.00 18.00 145 5 131 OK Anchor Locations: j 36.38 18.19 6.00 7YP. 6.00 TYP. I 6.00 18" MAX O.C. 79.25 i 6.00 IF ' 8 C 1 • ,fir • r10 TAT 0 F •c� y . s/4O NAt`E?G``\ Luis R) Lomas P.E. FL No.:62514 2 of 3 10/10/2017 i I i � | L. Roberto Lomas P.E. Manufactuier: Masonite 1432 Woodford Rd. Repon#. 514014A Lewisville.NC 27023 Date: 10/10/2017 434-688-0609 Installation instructions: 1 FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A I 11W'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" NG OUGH 2. FOR AN E INTO MASONRY/CONCRETE USE im'TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114!'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 11Z' 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: &WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C.MASONRY:HOLLOWIFILLED BLOCK PER ASTM C90 WITH Fm=2,QOOPSI 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 INSTALLA11ON INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-10 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 MANUFACTUREITS 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 | ooAu , . ^«//U1\\ \ Luis R1 Lomas P.E, FIL No.: 62514 3of3 /0 /0uu0/' " _ _ _