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Home My WebLink AboutProduct Approval Florida Building Code Online #os ,so x P A d x .�_.a.......,.,. 3 7- r/+ �} BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Product Approval P 1 ='F USER:Public User r :c� Product Aooroval Menu>Product or Aoolication Search>AmAication List>Application Detail �,;A,w, "i FL# FL22378-R6 `4 { Application Type Revision i Code Version 2017 S Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by £. the POC and/or the Commission if necessary. I. Comments y; Archived , ` Product Manufacturer Masonite International I r Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 i; sschreiber@masonite.com Authorized Signature Steve Schreiber _ sschreiber@masonite.com i... Technical Representative Address/Phone/Email t Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 4 Compliance Method Certification Mark or Listing r.: Certification Agency National Accreditation&Management Institute F A Validated By National Accreditation&Management Institute r,r Referenced Standard and Year(of Standard) Standard Year + q TAS 201 1994 TAS 202 1994 TAS 203 1994 s I Equivalence of Product Standards Certified By Product Approval.Method Method 1 Option A i http://www.0oridabuilditig.org/pr/pr_app_dtl.asps?parain=wGEVXQwtDgs3M6in9%2fK8XPIOX7v28WDoOMX5ini9306VsYlXv4vXZY6A%3d%3d[2/6/2019 1•:36:06 PM] Florida Building Cade Online Mrs i,. Date Submitted 01/25/2019 Date Validated 01/28/2019 s Date Pending FBC Approval � .� Date Approved 02/04/2019 Summary of Products { J z FL# Model,Number or Name Description I 122378.1 — T Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single Door .us Door Unit k 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 I I Design Pressure: +60/-65 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.pdf j I 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: ' r i 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.pdf i " 3 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 0/S Single Door t t Door Unit Limits of Use —` —� Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.odf i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j Impact Resistant:Yes 12/31/2020 Design Pressure: +60/-60 Installation Instructions f S= 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 I < where pressure requirements do not exceed the designCreated by Independent Third Party: 4 F« 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 4Q10A,Ddf anchor details and water performance where required. FL22378 R6 AE 514014A.pdf Created by Independent Third Party: Yes _.. . ............. -- ---- i s i 122378.3 Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single or Double Door w/or w/o Sidelites – s• _} [ Door Unit s" i r (Limits of Use Certification Agency Certificate I .h Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.odf [ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date {{ ( Impact Resistant:Yes 12/31/2020 y Design Pressure: +50.5/-50.5 Installation Instructions _ Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170j)df i 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: j pressures listed. 12'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports 4 protective system is NOT required. See DWG-MA-FLO170 for FL22378 R6 AE 514008A.Rdf j'• a anchor details and water performance where required. FL22378 R6 AE 514012A.idf ! ; i Created by Independent Third Party: Yes r 122378.4 Stormguard Fiberglass Side-Hinged 6'-8"Opaque O/S Single or Double Door w/or w/o Sidelites i rs 1 Y [------ ------- Door -�----Unit t`': Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.odf IApproved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date " Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions i, Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL01.70.ndf 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 {I protective system is NOT required. See DWG-MA-FL0170 for FL22378 R6 AE 514008A.pdf I anchor details and water performance where required. FL22378 R6 AE 514012A.odf St..-. Created by Independent Third Party: Yes o —22378.5 N� Stormguard Fiberglass Side-Hinged 6'-8" Impact Glazed I/S or O/S Single Door w/or w/o Sidelites p Door Unit littp:/hvww.foridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgs3M6in9%2fK8XPIOX7v28WDoOMX5ini9,06VsYlXv4vXZY6A%3d%3d[2/6/2019 1:36:06 PMS Florida Building Cade Online Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 ,A NI007077.09-R3.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 { ! Design Pressure: +55/-55 Installation Instructions 1 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. 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 1. I anchor details and water performance where required. FL22378 R6 AE 514012A.Rdf Created by Independent Third Party: Yes { -- _..—_ --- -- — 378.6 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed I/S Double Door w/or w/o Sidelites t 22-- g { Door Unit G Limits of Use j Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.09-R3.pd t 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.[�df I i, 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. 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.�df anchor details and water performance where required. FL22378 R6 AE 514012A.Ddf Created by Independent Third Party: Yes 022378.7Stormguard Fiberglass Side-Hinged 6'-8" Impact Glazed O/S Double Door w/or w/o Sidelites Door Unit Limits of Use — Certification Agency Certificate <e Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.09-R3.pddf Approved for use outside HVHZ:Yes j Quality Assurance Contract Expiration Date j Impact Resistant:Yes 12/31/2020 { Design Pressure: +55/-55 {Installation Instructions f I Other: Evaluated for use in locations adhering to the Florida 1 FL22378 R6 II FL 0].72.1df 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 f anchor details and water performance where required. FL22378 R6 AE 514012A.odf 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 +' x 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: +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 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 " t protective system is NOT required. See DWG-MA-FLO171 for I FL22378 R6 AE 514009A.[�df anchor details and water performance where required. FL22378 R6 AE 514013A.pdf — Created by Independent Third Party: Yes 22378.9 Stormguard Fiberglass Side-Hinged 8-0'Opaque O/S Single Door I. I Door Unit +, Limits of Use Certification Agency Certificate ' Approved for use in HVHZ:Yes FL22378 R6 C CAC N1007077.08 Ddf j ..' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I _ f € Impact Resistant:Yes 12/31/2020 I Design Pressure: +60/-60 Installation Instructions I Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.pdf c 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 I protective system is NOT required. See DWG-MA-FLO171 for I FL22378 R6 AE 514009A Rdf j anchor details and water performance where required. FL22378 R6 AE 574013A.12df — — — -- Created by Independent Third Party: Yes_ _ 122378.10 Stormguard Fiberglass Side-Hinged 8'-0" Opaque I/S Single or Double Door w/or w/o Sidelites i hupI/www.fl ori dabuiIding.org/pr/pr_app_dtl.aspx?param=wG EV XQwtDgs,M6m9%21K8XP10X7v28 W Do0M X5mi9 306VsY I Xv4vXZY6A%3d%.3 d[2/6/2019 1:36:06 I'MI Florida Building Code Online Door Unit l>• Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1• p Imact Resistant:Yes 12/31/2020 t. xn I r Design Pressure: +50.0/-50.5 Installation Instructions y 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-FLO171 for FL22378 R6 AE 514007A.[Zdf anchor details and water performance where required. FL22378 R6 AE 514011A.odf + Created by Independent Third Party: Yes ! ( 22378.11 Stormguard Fiberglass Si(e-Hinged 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites f } ( I Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .Dd i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 f Design Pressure: +55.0/-50.5 Installation Instructions F. I, Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FLQ171.�df M1,v! 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: 1 " 4 t pressures listed. 12'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports I protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514007A.1df }. [anchor details and water performance where required. FL22378 R6 AE 514011A.pdf 1 Created by Independent Third Party: Yes f _ ri 22378.12 Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed I/S Single or Double Door w/or w/o y Door Unit Sidelites p Limits s of Use Certification Agency Certificate 1 p Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.04-R6.pdf - u Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date x "k� Impact Resistant:Yes 12/31/2020 (;tDesign Pressure: +43/-47 Installation Instructions IR. 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 ! I. h 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.12df ` Created by Independent Third Party: Yes 122378.13 Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed O/S Single or Double Door w/or w/o Door Unit Sidelites sw Limits of Use Certification Agency Certificate A Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.04-R6.pdf E • } r 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.Rdf Building Code, including the High Velocity Hurricane Zone,.and Verified By: National Accreditation&Management Institute r' where pressure requirements do not exceed the design Created by Independent Third Party: lI !` pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports ' I protective system is NOT required. See DWG-MA-FLO173 for FL22378 R6 AE 514007A.[�df }^ r !anchor details and water performance where required. FL22378 R6 AE 514011A.pdf Created by Independent Third Party: Yes r: 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 Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-records request,do not send electronic c r , 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 ti 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 b2re-. Product Approval Accepts: ryr I'W'A �• s http:!lwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDo0MX5mi9306VsYIXv4vXZY6A%3d%3d[2/6/2019 1:36:06 PM] NOTICE OF PRODUCT CERTIFICATION 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 x (� 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) 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 Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1885 - i o Single 8.25 psf2/9.0 psf l Maximum Panel Size:3'0"x 6'8" 7.5 psf' Anchor Details-MA-FLO172-07/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-FLO172-07/W-1807/W-1885 XX 0/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 Detai Is-MA-F L0172-07/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-FLO 172-07/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 2/9.0 psf; Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07/W-1 807/W-1835/W-1 885 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-FLO172-07/W-1 807/W-1 885 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-I6 Single Nv/Sidelites Glazed Sidelites 8.25 psf 2/9.0 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07/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 psf2/8.25 psfI Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07/W-1807/W-1835/W-1885 I-Denotes Z-Series Threshold Design 2-Denotes High Darn 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: m: Do 149'MAX. OVERALL FRAME MOTH cr- - c�0 MASONITE 27" MAX 36.375" MAX 37.5 MAX. STORMGUARD FIBERGLASS DOOR UNIT - PANEL WIDTH FRAME WIDTH 6'4'DOUBLE DOOR WITH/WITHOUT SIbELITES W/ASTRAGAL 17. cl) -T- LLJ C) t EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED 81 ASCE 7, MINIMUM Lr) DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF V) A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). LLI 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 GS -4 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. cn 4. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION FACING LITE FRAME II ,SELF IGNITION TEMP 1 ASTM D1929 752*F> 650*F 842 'F > 650'F RATE OF BURNING I-,55T--MD635 1 0.56 IN MEN 1.28 IN/MIN I I ca SMOKE DENSITY ASTM 02843 La.47 TENSILE STRENGTH-. I ASTM 0638 1 3.2% DIFF 1.87 DIFF t 91'6 m 5, PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): T DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM 01929 1 779 'F > 650 '1` RATE OF BURNING ASTM D635 0.0 IN/MIN -SMOKE DENSITY ASTM 02843 39,0% DOUELE QQQF--UN0!-WLS!D-E-LITU TENSILE STRENGTH; ASTM D638 3-6F n.----- 2EE-----j COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 0(f)rn v1 4500 HOURS XENON ARC METHOD 1313:3: 6. MAxIMUM GLASS SIZES COMPLY WITH ASTM E1300 FOR THE U)Lo Lo in 0 V) DESIGN PRESSURES LISTED. D*ft z t cn Lu Uj Lu LU CL m 0 iz o '0 Ye--J .SINGLE DOOR Utiff DPOLE-12ammu OOR UNl7 D Ll wC; WITH SID LITE WITH SIDELITE STRUCTURAL WHER WATER INFILTRATION PERFORMANCE ES ME: 4/9/07 DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE-- 4,;e S=� N.T.S. CDN!G WIDTH INSWING I ALL OUTSWING INSWINGI BUMPER 0 L-Z-SERIES O/S I .....HP 0 I T4 O I HIGH DAM O 1�n -55.0 1+55.0 1 -55.0 N/A +2 -25.0 1+40.0 / -40,0 +55.0 -55.0 OWG.BY., sWs Xx 1 74 5.0 4 -55.0 _N A +25.0 / -25.0 +40.0 / -40.0 1 N/A +55.0 -55.0 -- CHIC.W., X ' X0 75� + .-25.0 �NA +55.0 -55.0 +55.0 -55.0 N/A +_25,0 H-Wlb R _. - KURT 13ALTHAZOR NG NO.: 0'2 -'0 -�555,(0) ----NTA- +25.0 �-25.0 1 T, +55.D r6KO +55.0 -55.0 OX0 + 5.0 -5 �O �:45� 1 A FLORIDA P.E. 1 j .0 -55.0 -1-S-5 0 / '5- -07 'O.D N -5 .0 M-MA-FLO172 OXXO N A #56533 149 Ln F00 6"-` I}- SEE DETAIL �-3" C) -� 3" 3" Q OQ I 1 1 f 6. 6. -6" 6. I -�6 6 I f a' W �Q n o F. . N L A d SEE DETAIL -(1) D" - - Ld Sd } J 1 Q j 0 1 SEE DETAIL - - w w I - -I SEE DETAIL �Tfl AiJ-- C" 0 00 H 6. 3w III 1/f hJ I J!zo 0 t I I I 1 7 -0 H PC 3. 3 JJ 6" p 6" Ia a SEE DETAIL, -6" En t113A y N y I ASTRAGAL RETAINER BOLT HOLE ( r #10 x 5/8" ® MUST BE DRILLED THROUGH}$ x 2" ° THE THRESHOLD & INTO THE 7nSTRUCTURE DEEP ENOUGHa#$ x 2" 7�10 x 5/8 FORA 1.375" THROW a#10 x 1" DETAIL "E" ASTRAGAL wa >>o rn 0 #10 x 2-112" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL z x ?o:j o #10 x I" STRIKE PLATE TO FRAME w w- g= #10 x 518" AS SHOWN. �ooaz`" DETAIL—"C- DETAIL ETAI ___C" DETAIL "D" _� ^n 0 o �NN�mNQ 1 Q.! 2"1 ffi '�' F?-r� N N�p t,375 T c7 � 1.437„ -q-Ln T m¢ZH INSWING THEE-SHOW B I PER 0 S L.D THRESHGHP Oi 5 THi?ESHOI_p dentGNp� t 1 wffi�ftt .moi 1 . f DATE: 419107 O�eAea ,.482".u. .....---- 1.75" 1,.047" ,.437" .,�._._, SC-11, N.T.S. 1 DING.ar: SWS T T T G«.UY: ORAWING NO.: Z-SERIES 0/S THRESf IOLp HIGH DAM 0/S THRESHOLD ILL-0/STHRESHOLD DWO-MA-FLO772-07 - -- SKEET 2 ov 4 SEE DETAIL6 *E* SHT. 2 3" 3" -3 �CD 77r, -- t 6 6. v Ln to 0 u-1 0 n SEE DETAIL i jhu- Ln D" SHT. 2 !• i -- �) Q C', LLI SEE DETAIL "C" SHT, 2 w 0 OA OH O — G 6* 6. zr 3" 3' t 3' Ad*rAn1DWJA ,3 3"L .-- SEE DETAIL 1 6 F" SHT. 2 6"- HARDWARE.SQB-E-D—ULEV)V)Y)to(n In AKV:3: r.�61 1. KWIKS SERIES 400 GRADE 3'CYLINDRICAL LATCH AND AUAQHMENJ DETAIL SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE. SIGNED AND SEALED BY ROBERTO LOMAS, PEULL MORTISE BUTT HINGES. ww 1.25" m 12. 14" X 4" F LV;z" (FLORIDA #62514) WITH THE LOWEST (LEAST) MIN 0.251"X1/2CORRUGATED WOOD SCREW 0 COW 1PX2 FASTENER RATING FROM THE DIFFERENT' FASTENERS EACH END 6 FROM EACH END o.;* BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1.25 AND 7' OC AND 12" Oc a. z THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL MIN =)O:) woo 0.25' P, 0 V, oz #10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. MA6 ACRTYLIC A Pr1?bIrAL SMVrVUST BE PLACED IN SHIM SPACE AT EACH SH A E CAULK ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CL A m WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY Ef 4Yx` ANCHOR INSTALLATION CAULK CIL DISTANCE MIN 1/2". 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO 1X BUCK MASONRY OMBINATION WOOD COMBINATION WOOD F CL 1X BUCK ANCHOR ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MIN (4 m 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROMMAXI -1/2' WVIOX2-1�2" u-LIC U < ,M F M NOD �rR S D SCRE S ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT YH EACH 5 END EACH END I i I � OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL am, 4/9/07 MINIMUM EMBEDMENT OF 1-1/4". SCAE: N.T.S. dT DING.BY. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CHK.BY. sws TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK DRAWING Na.: '5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW VW7&fA-n.0?72-07 MULLION (CHS) MULLION (CHS) Lc) cx: 00 ct — w Z�-g Ec c) f-u 2t Ld 1'INSULATED GLASS 0.12e HEAT STRENGTHENED I'INSUIATED GLASS DECORATIVE INSERT 0.124"HEAT STRENGTHENED r--DECORATIVE INSERT 0.090.SAJUX(NDA 15-1201.11) (OPTIONAL) 0,090'SAFLEX(NOA 15-1201.11) ---j (OPTIONAL) 0.124"HEAT STRENGTHENED—I .0124*TEMP. 0.124"HEAT STRENGTHENED— �.012e TEMP. BUM,FOAM,OR METAL SPACER 1/2-SITE BUTYL FOAM,OR METAL SPACER 1/2'SM .;0 4DOW 995 NDOW 995 DOW 995 DOW 995 a q5 INERtOR XTERIO m 0 C3 3173 TYPICAL -LAZING Al JT 2 3 -DEL- —E GLAZING DETAIL IMPACT B9LP— aLASS a.1 U)0 cn V)010 En CO Ul I-i/e INSULATED MASS F w V�V) D-124'HEAT STRENGTHENED INTERNAL M)NISUNDSQ.0.tw ;-C V)l 01090,SAF-UEX(NOA 15-1201.11)- (OPTIONAL) UJ 0- 0 0.1247 HEAT STRENGTHENED .01247 TEMP. dm Load s METAL SPACER 1/2-SITE '00 V) w LLJ Uj F2u� 21 z LA Dow 995 :<<m w HOT MELT FOAM GLAZING WE 00 r'IN tr)0 EIASTCMER Al D 7 ALI— C14 C'N IQN -ALTERNALE QLAZIMC—UM)l IMPACT RATED QLAS-5 19 DATE: 4 9 07 SCALE-- N.T.S. DWO.BY. SWS CHK.SY.. pRAWINC NO.: OWC-MA-FLO172-07 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 rilomasc5Irlomaspe.cpm 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/8 w/out QGD. a. Wit t reads 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(G=0.50) Main member:Spruce-Pine-Fir(6=0.42) Side member thickness: t,= 1.000 in Main member thickness: t.= 1.500 in Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: Fn„= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1.= 1.140 in Mode I. _ Mode I, Mode II Mode III. Mode III, Mode IV qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P= 725.61 lbs P= 884 lbs R: 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 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 Ibs Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2.400 Kp= 2.400 Ko= 2.400 Duration Factor: Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs Allowable Design Value(ZCo): Z'= I75 lbs/anchor N.O.A.16-1222.06 edge spacing(in) Substrate: Hollow block distance 2.00 4.00 Minimum embedment: 1.25 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z..= 155 lbs/anchor(per interpolation when needed) Fastener type: #10 Tek screw Substrate: 18 GA,Steel Tabulated design value: Z= 1266 lbs Safety factor: Fs= 4 Allowable Design Value(ZFe): Z'= 316 lbs/anchor Minimum anchor capacity: 155 lbs/anchor Note:Anchors with the least capacity is used for calculations to quality anchors with higher capacity. Anchor calculations.minimum required anchors 36.38 y Design pressure: 85.0 psf Area Load Ind. Max. Anchor \� Zone a O.C. Cap. Load Result I 79.25 (ft) (lbs) (in) (in) (Ibs) QtyLoad A21 Ai 2.3 195 N/A N/A 155 2 98 OK A AZ 7.7 656 6.00 18.00 155 5 131 OK �� R• .L 0 ��ii �••;.�GEINss5,= =*• �51 • yt= ��113 • TAT 0 F • ' �'�`F'.'c•�ORIDP• �� Luis R. Lomas P.E. FL No.:62514 1 of 3 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lemsvue.NC 27o23 Report#: 514010A 434-688-060.9 Date: 10/10/2017 rl lomas�td)lrlomasDe.corn Anchor Locations: 36.38 16.19--- 6.00 TYP. 6.00 TYP. f 6.00 T- is MAX O.C. 79.25 6.00 .• EN• • 9 *' 0,.6251 eo F ONA`I ?\�� Luis R. Lomas P.E. FL No.:62514 2 of 3 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Le%lsvlife.NC 27023 Report* 514010A 434-688-0609 Date: 10/10/2017 rllomas C(7.irlomaspe.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" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D.METAL STRUCTURE:STEEL 18GA(.048")FY=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 ATTHE 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. *. 0 •* � TAT OF . qtr Luis R. Lomas P.E. FL No.: 62514 3 of 3 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#: 514014A 434-688-0609 Date: 10/10/2017 rllomas(o)irloma spe.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: s - 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: Fb= 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: Fa„= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= 1.140 in Made I, Mode I, Mode II Mode IIIA, Mode III, Mode IV qm= 636.5 lbs/in qs= 1900 lbs/in A: 0.0005 A: 0.00066 A: 0.00092 A: 0.00105 P= 725.61 lbs P= 1900 lbs 8: 1.07 8: 0.57 8: 0.5 8: 0.000 Ka= 2.400 Ka= 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 Ka= 2.400 Kp= 2.400 Ko= 2.400 Duration Factor: Ca= 1.6 Z= 135 lbs Z= 221 lbs Z= 125 lbs Allowable Design Value(ZCo): Z'= 199 lbs/anchor N.O.A.16-1222.06 edgeM2.004.00 Substrate: Hollow block distanceMinimum embedment: 1.25 in 2.00Actual edge distance: 2.50 in 4.00 Actual C To C spacing: 3.00 in Allowable Design Value: Z 155 lbs/onchor(per interpolation when needed) Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual,section J.5.5) Nominal screw diameter: D: 0.190 in Screw root area: A, 0.0151 inz 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: t= 0.052 in Ultimate tensile strength: Ft., 14 ksi Ultimate tensile strength: Fm2 22 ksi Nominal strength per bearing(side member): Rn=2Dt,F,., Rnl= 5320 lbs (Eq J.5-12) Nominal strength per bearing(main member):Rn=20t2F,.z Rn2= 435 lbs (Eq J.5-12) Nominal strength per tilting:Rn=4.2(t23D)Y=F„e Rn= 478 lbs (Eq J.5-13) Nominal screw shear strength:Rn=ArF,./1.25 Rn= 654 lbs (Eq J.5-14) Safety factor: a=3 Allowable shear and bearing capacity: P- 145 lbs/anchor Fastener type: #10 Self tapping screw (Calculations per AI5I-5100-12,sections A2.3.2 and E4.3.1) Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F,. 54.0 ksi Screw root area: Ar 0.0151 in' Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: Metal framing Thickness: t, 1.000 in Thickness: tz Ultimate tensile strength: F., 14 ksi Ultimate tensile strength: Fa Nominal strength per tilting: Rn=4.2(tz'D)"F.2 Rn= 1001 lbs (Eq E4.3.1-1) \\\ IR. L 0 Nominal strength per bearing(side member):Rn=2.70t,F., Rnl= 7182 lbs (Eq E4.3.1-2 and-4) \\ \� • ' ' • 4 Nominal strength per bearing(main member): Rn=2.7Dt2Fz Rn2= 1280 lbs (Eq E4.3.1-3 and-5) yv• �C E N s •�� Nominal screw shear strength:Rn=A,Fs./1.25 Rn= 654 lbs �• �� Safety factor: n=3 ' '* �1 �VO Allowable shear and bearing capacity: P� 218 lbs/anchor Minimum anchor capacity: 145 lbs/anchor Note:Anchors with the least capacityis used for calculations to qualifyanchors with highercapacity. . TAT �0'��`�; 0 RIP iis'VNAL1E��`� Luis R. Lomas P.E. FL No.:62514 1 of 3 10/10/2017 L. Roberto Lomas P.E. 1432Wood/ordRd. Manufacturer: Masonite Lewisville.NC 27023 Report#: 514014A 434-688-0609 Date: 10/10/2017 r1IomasQ1r1omasoe.Cori/ Anchor calculations,minimum required anchors 36.38 Design pressure: 85.-0 psf Area Load Ind. Max. Anchor (ft Zone Z O.C. Cap. Load Result 79.25 ) (Ibs) (1n) (in) (Ibs) 4 (Ibs) A2 A2 A, 2.3 195 N/A N/A 145 2 98 OK 'A1` 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 16• MAX O.C. 79.25 6.00 N • • . tiry � v,•��C�NS�.sem`= *• 051 -�t= — ` w o . TAT 0 F S 4. :c�0R10� �Iiie ONAL,E?��\ Luis R. Lomas P.E. FL No.:62514 2 of 3 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#: 514014A 434-688-0609 Date: 10/10/2017 rI Iomas(c'Jlrloma soe.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" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 ' B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C.MASONRY:HOLLOWIFILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052"THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. NNS P. I(Lo �9 Cp =*• 059 '.o■ , rar of •�; •�,; ��`.'c10R1�A. f ■ ■ ONAL Luis R. Lomas P.E. FL No.: 62514 3 of 3 10/10/2017