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HomeMy WebLinkAboutProduct Approvals-Door illy, 11 ,�� �I(�'�'-,-1.,,:' ./:,1 j Y�e .�. ‘'="14-L-"'71„,,f,A�� � � � if � � 't<�: "' �it �,#.r���; .i -^)l4;,-,- . �, f kA1 �_ k� _ ° sr� _ a RP az w L"1, -,,, L ``s"7" 'u BE."t� ,sri}; 73tf+ =..-a���t}e..}.�i 'r-HJYea 3 a BCIS Home Log In User Registration Hot Topics Submit Surcharge - Stats&Facts i Publications Co(21 ntact Us BCIS Site Map Links Search Fi RECOv , Product Approval E0 41-1‘,:..13 USER:Public User HAY ° s ?01 FiL COP �a Perrnittiq , Product Approval Menu>;Product or Application Search>Aoolication List>Application ata1Llu 9 De e county FL# FL22378-R6 , r Application Type Revision ' Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed arid ratified by the POC and/or the Commission if necessary. -. Comments Archived Product Manufacturer Masonite International r l , - Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber fu- sschreiber@masonite.com Technical Representative °i Address/Phone/Email Quality Assurance Representative y t.. i Address/Phone/Email • Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 1 Compliance Method Certification Mark or Listing ii Certification Agency National Accreditation &Management Institute Validated By National Accreditation &Management Institute Referenced Standard and Year(of Standard) Standard Year y_ TAS 201 1994 TAS 202 1994 TAS 203 1994 j Equivalence of Product Standards '- - Certified By Product Approval,Method Method 1 Option A I r 1 II Date Submitted 01/25/2019 $ Date Validated 01/28/2019 I Date Pending FBC Approval 1 Date Approved 02/04/2019 Summary ofProducts __ __ _ _ _. _._i:_ • I FL# Model, Number or Name • . Description ;- -j 22378.1 i Stormguard Fiberglass Side-Hinged 6'-8" Opaque I/S Single Door IDoor Unit Limits of Use Certification Agency Certificate i Approved for use in HVHZ: Yes I FL22378 R6 C CAC N1007077.07-R2.odf ;,: Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +60/-65 Installation Instructions ' Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.odf 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 1 . - protective system is NOT required. See DWG-MA-FL0170 for FL22378 R6 AE 514010A.odf anchor details and water performance where required. FL22378 R6 AE 514014A.odf Created by Independent Third Party: Yes j . 22378.2 Stormguard Fiberglass Side-Hinged 6'-8"Opaque 0/S Single Door 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 . 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 FLO170.odf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute - G "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.ndf anchor details and water performance where required. FL22378 R6 AE 514014A.odf i, . `i Created by Independent Third Party: Yes '_ 22378.3 i Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single or Double Door w/or w/o Sidelites ` - ( Door Unit t ' 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: +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-FL0170 for FL22378 R6 AE 514008A.odf anchor details and water performance where required. FL22378 R6 AE 514012A.odf Created by Independent Third Party: Yes 22378.4 Stormguard Fiberglass Side-Hinged 6'-8"Opaque 0/S Single or Double Door w/or w/o Sidelites r1 3 Door Unit .'i Limits of Use Certification Agency Certificate I j 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 , 12/31/2020 Impact Resistant: Yes p Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FI 22378 R6 II FL0170.odf , 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-FL0170 for FL22378 R6 'AE 514008A.pdf • , .:'j 'anchor details and water performance where required. FL22378 R6 AE 514012A.pdf Created by Independent Third Party: Yes f. i 22378.5 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed I/S or 0/S Single Door w/or w/o Sidelites 'Door Unit Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.09 R3.pdf' Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 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 anchor details and water performance where required. FL22378 R6 AE 514012A.Ddf Created by Independent Third Party: Yes 22378.6 1 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed I/S Double Door w/or w/o Sidelites I Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.09-R3.Ddf Approved for use outside HVHZ: Yes i 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 i FL22378 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. 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.Ddf anchor details and water performance where required. FL22378 R6 AE 514012A.pdf Created by Independent Third Party: Yes 22378.7 Stormguard Fiberglass Side-Hinged 6'-8" Impact Glazed 0/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.Ddf 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.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. 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.Ddf anchor details and water performance where required. ; FL22378 R6 AE 514012A.Ddf Created by Independent Third Party: Yes I 3 22378.8 1 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single Door 'Door Unit Limits of Use I Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 p Design Pressure: +60/-65 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FLO171.odf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: i pressures listed. 3'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514009A.Ddf anchor details and water performance where required. FL22378 R6 AE 514013A.Ddf Created by Independent Third Party: Yes 22378.9 I Stormguard Fiberglass Side-Hinged 8'-0" Opaque 0/S Single Door Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R6 C CAC N1007077,08 .odf 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 FL?2378 R6 II Fl 0171.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.;3'-0" x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514009A.odf anchor details and water performance where required. FL22378 R6 AE 514013A.Ddf 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 .. .... ... .. ...... j Door Unit I Limits of Use Certification Agency Certificate - i Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +50.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FLU171,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. i2'-O" x 8'-0" max nominal size. Hurricane Evaluation Reports ' protective systemlis NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514007A,odf anchor details and water performance where required. FL22378 R6 AE 514011A.odf Created by Independent Third Party: Yes , t -- I • 22378.11 ;Stormguard Fiberglass Side-Hinged 8'-0" Opaque 0/5 Single or Double Door w/or w/o Sidelites I Door Unit s Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.08 .odf , Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FLO171.odf 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.odf anchor details and water performance where required. FL22378 R6 AE 514011A,pdf i 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 I 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.odf • 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,pdf anchor details and water performance where required. FL22378 R6 AE 514011A.odf Created by Independent Third Party: Yes • 22378.13 I Stormguard Fiberglass Side-Hinged 8'-0" Impact Glazed 0/S Single or Double Door w/or w/o j I Door Unit Sidelites Limits of Use I Certification Agency Certificate f - i Approved for use in HVHZ: Yes I FL22378 R6 C CAC NI007077.04-R6.Ddf i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +47/-45 t Installation Instructions ' i Other: Evaluated for use in locations adhering to the Florida I FL22378 R6 II FL 0173,odf i : Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: 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,odf anchor details and water performance where required. I FL22378 R6 AE 514011A,Ddf Created by Independent Third Party: Yes f: 1-5 ; I Contact us::7601 Rlair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 i The State of Florida is an AA/EEO employer.Copvrioht 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 send electronic mail to this entity.Instead,contact the office by hone or b traditional mail.If you have any provided may be used for official communication with the licensee.However email addresses are public record.If youtdo not wish3 tosupply*Pursuant to al'Section des,please Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if theyhave one.The emails nal 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: NOTICE OF PRODUCT CERTIFICATION ,o GERTh 7c a �, ,,,i,cc k,.„, �o _. , Company: Masonite International Corporation Certification No.: NI007077.04-R6 .c., ;;�' h•,; 1955 Powis Road Certification Date: 04/10/2007 ,8 = ►. t z. West Chicago, IL 60185 Expiration Date: 12/31/2020 IPAO® Revision Date: 01/03/2019 7, s' Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/and w/o Impact Rated Sidelites `r'1,i,N , (w/Wood Frame or Worldwide Composite Frame3 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& Outswing Opaque Size Pressure Pressure Rated Comments X I/S Glazed 3'0"x 8'0" +43/-47 0 psf Yes NCTL-210-3367-I/ATLNC I 118.01-14/ATLNC 1031.01-16 Single Maximum Panel Size:3'0"x 8'0" Anchor Details-MA-FLO173-07/W-1807/W-I 885 X 0/S Glazed 3'0"x 8'0" +47/-45 3.75 psi/6.0 psf t Yes NCTL-2I0-3367-1/ATLNC 1118.01-14/ATLNC 1031.01-16 Single +55/-55 w/Surface 8.25 psf 2/9.0 psf 4 Maximum Panel Size:3'0"x 8'0" Bolts Anchor Details-MA-FLO173-07/W-1807/W-I835/W-1885 _ XX US Glazed 6'0"x 8'0" +43/-47 0 psf Yes NCTL-210-3367-I/ATLNC 1118.01-14/ATLNC 1031.01-16 Double Maximum Panel Size:3'0"x 8'0" Anrhnr IlProitc-MA_FI(II 77_117/V➢I_tRn7/\M_IRAS XX 0/S Glazed 6'0"x 8'0" +47/-45 3.75 psf/6.0 psf Yes NCTL-210-3367-I/ATLNC I 118.01-14/ATLNC 1031.01-16 Double +55/-55 w/Surface 8.25 psf-'/8.25 psf t Maximum Panel Size:3'0"x 8'0" Bolts Anchor Details-MA-FLO173-07/W-1807/W-1835/W-1885 AVIV IIJ 'JI cfLI.UUVVI U U X 6 U '"FJ1 •f+ 1 UVVI-ItiJ '�"-•-'� �" " ' •" "-' `- "'�' "' "' Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 8'0" Anchor Details-MA-FLO173-07/W-1 807/W-I 885 _ XO/OX 0/S Glazed Door 6'0"x 8'0" +47/-45 3.75 psf/6.0 psi' Door-Yes NCTL-210-3367-1/ATLNC 1 I I8.01-14/ATLNC 1031.01-16 Single w/Sidelite Glazed Sidelite +55/-55 w/Surface 8.25 psf 2/9.0 psf 4 Sidelite-Yes Maximum Panel Size:3'0"x 8'0" Bolts Anchor Details-MA-FLO173-07/W-1807/W-I835/W-1885 OX0 I/S Glazed Door 9'0"x 8'0" +43/-47 0 psf Door-Yes NCTL-210-3367-I/ATLNC 1118.01-14/ATLNC 1031.01-16 Single w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 8'0" Anchor Details-MA-FLO 173-07/W-I 807/W-1885 OXO 0/S Glazed Door 9'0"x 8'0" +47/-45 3.75 psf/6.0 psi' Door-Yes NCTL-210-3367-I/ATLNC 1118.01-14/ATLNC 1031.01-16 Single w/Sidelites Glazed Sidelites +55/-55 w/Surface 8.25 psf2/9.0 psf4 Sidelite-Yes Maximum Panel Size:3'0"x 8'0" Bolts Anchor Details-MA-FLO173-07/W-1807/W-1835/W-1885 OXXO I/S Glazed Doors 12'6"x 8'0" +43/-47 0 psf Door-Yes NCTL-210-3367-I/ATLNC I 118.01-14/ATLNC 1031.01-16 Double w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 8'0" - Anchor Details-MA-FL0173-07/W-1807/W-1885 _7 +4 -4 TL_10-3367- / T 01- 1031.01-16 OXXO O/S Glazed Doors 12'6"x 8'0" 7/ � 3.75 psf/6.0 psf Door-Yes NC I A LNC 1118. I4/ATLNC Double w/Sidelites Glazed Sidelites +55/-55 w/Surface 8.25 psf 2/8.25 psf 4 Sidelite-Yes Maximum Panel Size:3'0"x 8'0" Bolts Anchor Details-MA-FLO173-07/W-1 807/W-I 835/W-1885 I-Denotes Z-Series Threshold Design 2-Denotes High Dam Threshold Design 3-w-1815 4-Denotes Worldwide Pro T4 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: .>140 _ . - - • • , 1 1111 MASONITE, ) f, cr ,.... STORMGUARD FIBERGLASS DOOR UNIT ¢ 6-0"DOUBLE DOOR WITH/WITHOUT SIDELITES • 1- 149"MAX.OVERALL FRAME WIDTH - z cr-...1 1 21" MAX 36.375 MAX.mAX. 37.5" MAX . I -a L.O.-•- -PANEL WIDTH- ‹C 0 -FRAME WIDTH ' W/ASTRAGAL i Z 0 CC - L ' . o ---7'----,-'7----- --- ........_ . uj C.)"z 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 0 _______ - - ' __ ± THE FLORIDA BUILDING CODE AND WHERE PRESSURE - 1 REQUIREMENTS•AS DETERMINED-BY-ASCE 7, MINIMUM c.L.I LO 0 - DESIGN LOADS FOR BUILDINGS-AND OTHER STRUCTURES, i .-- Li-) DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Z ,...,OCT)1--- • . 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF In I , . : ! ' 'E, • ‘•-i "---(i) cn A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). 1 .--: o, ' •,, Z 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 1N 1 N AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING: . x ,..• Ci 1 x '''-_, TEST DESCRIPTION DESIGNATION FACING LITE FRAME AMIMI -1 n c ' SELF IGNMON TEMP T)I9 752 'F > 650 'F 842'F > 650 'F 1 ,-_ RATE OF BURNING i ASTM 0635 0IN.56 IN/MIN 1.28 IN/MW ! g a N . SMOKE DENSITY I ASTM D2843 53.4% 70.2% , . , o TENSILE STRENGTH* ASTM D638 3.2% DIFF 1 1.8% DIFF I 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): 1 1 ti cim- TEST DESCRIPTION DESIGNATION RESULT sa•N On' W `-' SELF IGNITION TEMP ASTM 01629 779 T > 650 'F _ .= 1E8r, OS C.3 RATE OF BURNING ASTM 0635 0,0 IN/MIN 0 e to - o SMOKE DENSITY . ASTM D2843 I 39.0% o TENSILE STRENGTH. 1 ASTM 0638 1 3.6% DIFF1 i , a cc a.I - • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING . U)0 U)in in 450D HOURS XENON ARC METHOD 1 oo : oaf; . , - P I /-3 Analun ONO . LA(A,U)U)(.1) 6. MAXIMUM GLASS SIZES COMPLY WITH ASTM E1300 FOR THE - 1 DESIGN PRESSURES LISTED. Ded&W)H0.1. , •• • .i. , _ Raiemlar. 0 Osfalteeee.' 1 17, • z tni N IL-I'lLi 05 g 0<LA T-7777,71 , 1 ' , DD<, , , •r I--1- 0_ Z , ' , , , , I , . . '... , .,._: 1 , i. i , : , , •. . ri. ., •a'i ''...'''' '1: i ' , , - I . . • , , . 'a o , ' APE H . ..; i ;• • O. 1 • i 1 , 1 i . , . ,, . . , , I co r'''to co r•4 t,,-t 1 *-csI NI cv•••-• .._... 1 'j 1 • , I ..--.."'8'..1-Lr)7-C:' •-•- I. P•'E A I i 0 : •oR . ,,_ PIP uLAT SINGLE Ma-Rialff h. . POPP k a O DOUBLE DOOR UNIT WiSIDELITES EILL21122.111t WITH SIDEI ITF UJICD,0 CO<Ci3 I 1 STRUCTURAL WHERE WATER INFILTRATION PERFORMANCE IS DATE: 07 4 9 / / DESIGN PRESSURE RATING WITH SURFACE BOLTS I REQUIRED TO BE 15% OF DESIGN PRESSURE "2•e•-• CONFIG MAX WIDTH I INSWING ALL OUTSWING ALL OUTSWING INSWING BUMPER 0/S I Z-SERIES 0 S T4 0/S HIGH DAM 0/S 4,e,.i 6,..,„..._,I,V._ SCALE, N.T,S. +43.0 1 -47.0 • • -• • I +55.0 -55.0 N A Mar -25.0 +40.0 -40.0 +47.0 -45.0“+47.0 / -45.0 DWG.BY SWS XX 74 0:Eummffigi morAggEDEI +55.0 -55.0 I N A +25.0 . -25.0 +40.0 -40.0 +47.0 -45.0 +47.0 / -45.0. CHK.BY: - . • _ +43.0 / -47.0 .. - .• -• .• +55.0 AMA= N A j +25.0 / -25.0 +40.0 -40.0 I+47.0 -45.0 +47.0 / -45.0 KURT BALTHAZOR . _ - -- ----- - - - --0X0--- -71.J1727'- .-+43.0-/--47.0- +47.0 7 -45.0 -+55.0-ARM= N A -- +25.0--/ -25.0 +40.0 -40.0 +47.0 -45.0 +47,0-!--45.0 .-- - -FLORIDA P.E.--- DRAG NO.: - OXXO 14o -I---.7-3A)7 -47.0 +47.0 i -45.0 +55.0 / -55.0 I N A +25,0 / -25.0 +40.0 -40.0 +47.0 -45.0 +47.0 / -45.0 #56533 OWC-MA-FLO I 73-07 SHEET 1 OF 4 6" — SEE DETAIL --I !6" tt) 3" — "E" —. i 3. lo 0.. DO V- ( I I I—6" 6"'I�'" 6. 6" f — _ I 7 k o tl- M' cc NIS —;I Q W N nN I W Q Q m W I y SEE DETAIL ` U 1 «I_ - a • "D• �I� p x o • v �— — r-LU N W w 0 `S 0 - 0.1 CCw - - a 2 .1 E • — ' ICJ SEE DEAg iQ 1r c, 0 SE — -0 0-. © lit Ja m O W 6" Ii s° ` ' '9 in s2_" ' -' o za 3,. 3 a. 3" lo 1n LA u1 to 6"— — SEE DETAIL — 6" 3 3 3 3 r "F" #8 x 2" ASTRAGAL RETAINER BOLT HOLE �'N m m ri` r/ MUST BE DRILLED THROUGH \� #10 x 5/8" GniP THE THRESHOLD & INTO THE ? rn STRUCTURE DEEP ENOUGH N LI Lilo #8 x 2" #10 x 5/8" �* S FOR A 1.375" THROW aaI- �1 DETAIL "F" ASTRAGAL 1-T.-7 m o z #8 x 2" 't� #10 x 1" DETAIL "E" ASTRAGAL z a m m o /:� #10 x 2-1/2" •� ATTACH ASTRAGAL RETAINER BOLT W c r_( �' �N 114111. #10 x 1" STRIKE PLATE TO FRAME a V z r #10 x 5/8" _ AS SHOWN. a<>-¢m DETAIL ''C., 25• co N N,n o . DETAIL ..D., 1.2MIN" IENIMI MIN o . . t. - 1.50' ++ `� `— ti'�w, 0.25" �� _Mme. MIN f _�. 0.25" �Da NNs.N\p I �.. 0.962"+ SHIM �_ , SHIM .�'`MAX 1.375" �r:j�i�� e.0. !FP' � - �i.//i iiiiii. L__?tf4 .e CL—I — id 1. i' CL CLI I--- ' r • 1p' wac�m¢Z INSWING THRESHOLD BUMPER 0/S THRESHOLD I ' TYPICAL MASONRY 1X BUCK MASONRY TYPICAL WOOD BUCK DATE: 4/9/07 1 �� - ± 1 ANCHOR INSTALLATION ANCHOR INSTALLATION ANCHOR INSTALLATION scALe N.T.S. 1.462 rl>i%1 ===' �r 1.75" 1.047" 1.437"Plil°A.A.7., AdtleTdmnla DWG.BY: SWS — Ti .� _ CHK. 9Y: }--- - - T _ _ _ __ _ ___ ___ _ __ ._____ _ ; 7�� ��tt J� � DRAWING NO.: Dateizak iai 11 !1(9 —DWG-MA-FL0173-07 Z—SERIES 0/S THRESHOLD HIGH DAM OJS THRESHOLD T4 0/S THRESHOLD SHEET 2 or 4 H --E--;,.' ----.___ I ' ..____ -''''- - 26" -- 7.375" —1 0:'Ili H I 1 (!) I (-0 cn =rri i Tiq 01 (..4 I> i 1_,... 1,,,,,,,,) ' i‘ iii 1 1 I tii 1 1 1, — I i,, i.I 7(+a I 1 I I i 6 I • 4 MORE EQUALLY SPACED CI) Illi_ • 1E-- -------- . • i . ----, i , - CL 37.125" -1 • .CA S kn ')C' 1 ....._ ..._._ - -1- 1—I-- • ' , 1 0 . 1 'i "--- ....•, 1 '111 , I —1 t . j.7 i - 1 _ • _ I I _ I 11 t 1, • —1 I t i a, , (13 ,f - cr, , . ilk cn LI. t ' ig r. 1 i , ? ..._._,,; ___________ i , 4 13' t — a a — .., _.) (..) -.1 ....1 1 1 -J--1- _i_... I 4 MORE EQUALLY SPACED ® . . . H , . A R p g PRODUCT: M T 1 ! ., • E 12/1 8 1 8 ALTERNATE GLAZING SWS - TA7EffloR Dow pRoDucr gi' 4 D 10/27 17 ADDED T4 SWS 8'0 FIBERGYASS GLAZED MASONITE INTERNATIONAL CORP. C 4/26 17 VARIOUS UPDATES SWS DOUBLE DOOR VW 1955 POWIS RD. q 0 0 '71--,. 8 5/2871-5 ANCHOR UPDATE SWS NkErr OR ASSEMBM A ln '4 . 11/2710 MISC UPDATES SWS BY ANCHORING LOCATIONS WEST CHICAGO, IL 60185 NODATE 21 REVISIONS _ &DETAILS j 1 „,---- U) 1"INSULATED GLASS 1"INSULATED GLASS q` CO 0.124'HEAT STRENGTHENED-•..,,, J -DECORATIVE INSERT 0.124'HEAT STRENGTHENED--. DECORATIVE INSERT 0.090'SAFLEX(NOA 15-1201.11) r+-----f (OPTIONAL) ....���� r,.._ 0 Q 0.090'SAFLEX(NOR 15-1201.11) �_p,w J I (OPTIONAL) V CO 0.124'HEAT STRENGTHENED .0124' TEMP. � 0.124"HEAT STRENGTHENED---I.- j, TEMP, "� ft , 1 .,: 1 Ci --I BUTYL,FOAM,OR METAL SPACER �: 1/2'BITE BUTYL, FOAM•OR METAL SPACER ( .: ' 1/2"BITE 0 EC •.,-: .` -ay-,[tom` CC (�O DOW 995 '4`i.. `: �+.DOW 995 Dow 995 "`2?':' `DOW 995 LCL) Q FXTFRIOR -i .IN[E13I9$ _ _ _ _ _ lam- _ ,, TYPICAL GLAZING DETAIL ALTERNATE GLAZING DETAIL Z IMPACT RATED GLASS IMPACT RATED GLASS coo (moi) 1-1/4'INSULATED GLASS , 0.124"HEAT 0.1390"SAFLEX(NCA STRENGTHENED15-1201.11) 11 . .' :--•(OPTIONAL)NTERNAL IWBLINDS 0.124'HEAT STRENGTHENED •.0124"TEMP. METAL SPACER _..4.1 Iy ' 1/2'BITE , Igr. b c in DOW 995lL. Li n: w.:'tlA & HOT MELT ".4.- c'• ° Ce HOTELAMELT FOAM GLAZING TAPE ¢ o -1 O FXTERIOR 1MFRIOR MEq 1toW 4 Gg to 2 % „ U to ALTERNATE GLAZING DETAIL CN1WS . i _.,,,, Jr P o- o Reviewed By.IMPACT RATED GLASS We Wevect ce a a 0_ D. DTV UT N N7 3333m ATTACHMENT DETAIL D'o°'o 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, m SIGNED AND SEALED BY ROBERTO LOMAS, PE HARDWARE SCHEDULE iz En IA (FLORIDA #62514) WITH THE LOWEST (LEAST) 11. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND l �' '• o W FASTENER RATING FROM THE DIFFERENT FASTENERS SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED °-aa BEING CONSIDERED FOR USE. JAMB, HEAD, AND AT 10-1/2" CENTERLINE. ai-,=a z THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE z,o=o #10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. 2. 4" X 4" FULL MORTISE BUTT HINGES. oc4o'n ITI A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH iaa><m 00 ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE m r--r., o DISTANCE MIN 1/2". m^�mN,L-d- \ NN^\O 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO -- - ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 1"xi/2" CORRUGATED #10X2" WOOD SCREW 3" FROM EACH END 6" FROM EACH END (3) $10X2-1/2" (4) #1OX2-1/2" 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM AND 7" OC AND 12" OC WOOD SCREWS WOOD SCREWS Two v m¢zj ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT 4 ACRYLIC EACH END EACHr END I OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE E K ' �. rioiri ® DATE 4/9/07 MINIMUM EMBEDMENT OF 1-1/4". �r J N.T.S. ACRYLIC ` �5 11` SCALE: LATEX T-� DWG.Br: SWS 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CAULK I CL ® ® a TRANSFER LOADS TO STRUCTURE. 7 I CHK.BY: COMBINATION WOOD COMBINATION WOOD_ INTEGRAL_WOOD ._INTEGRAL WW DRAINING No.: 5: MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. MULLION (BOXED) MULLION (BOXED) MULLION (CHS) MULLION (CHS) DWG-M.A-FLO173-07 '- ___ SHEET 4 OF 4 •L. Roberto.Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514007A 434-688-osos Date: 10/10/2017 rllomas(alrlomaspe.com Test Report: N/A Product: Double Door with and without sidelites 12'x8'(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/&w/out gap: a. With threads present in shear plane Fastener type:#10 wood screw (NOS 2012,NDS 2015,TR12) • Nominal diameter: 0: 0.190 in Gap: 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: Fri= 80,000 psi Side member: Douglas Fir-Larch(G=0.50) 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: Fe,= 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: 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 8: 1.07 8: 0.57 8: 0.5 8: 0.000 K0= 2.400 Ko= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6 ' Z,= 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs Ko= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs Min.Design value: Z= 110 lbs Z= 138 lbs Kb= 2.400 Ko= 2.400 Kb= 2.400 • llurntinn Fnrtnr: C,.= 1 h 7= 124 the 7= 191 the 7= .11n 1 Allowable Design Value(ZC5): Z'= 175 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: 125 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 163 202 Actual C Ta C spacing: 3.00 in Allowable Design Value: Z"= 155 lbs/anchor(per interpolation when needed) F., .........4.mn- y1.}n1 V.I.......,.... Substrate: 18 GA,Steel ' Tabulated design value: Z= 1266 lbs Safety factor: F5= 4 Allowable Design Value(ZF5): 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 36.38 • Design pressure: 55.0 psf t I t Max. Anchor \ Al /" Al / Area Load Ind. - Zone 2 O.C. Cap. Load Result 2_ A 3 Y� 95.25 (ft) (lbs) (in) (in) (lbs) Qty (lbs) /\ ^ Al 2.3 126 N/A N/A 155 1 126 OK / Al Al A2 9.7 535 6.00 21.00 155 5 107 OK : i 72•/9 A3 ' 9.7 535 N/A N/A 155 4 134 OK ' 37.50 36.38 36.38 37.50 Design pressure: 55.0 psf �\`��1 1 111.////1// . t t 1 1 t Max. Anchor �\ L � Al n A4 /t A4 Al / Area Load Ind. \.`0, • • . • /� � Zone a O.C. Cap. Load Result \ V • Y Aa Y aS Y Aa Y (ft) (lbs) (in) Qtr . . GEN .'� A2_ (in) (lbs) (lbs) 4. �� I s,�t• •S i /Ic AQ AS Pc3 95.25 Al 2.4 134 N/A N/A 155 1 134 OK • 0 i / Al �./ A4 �/ A4 u Al \ A2 10.0 548 6.00 21.00 155 5 110 OK _� *■ ,# / A3 9.8 542 N/A N/A 155 4 135 OK =.CI 3 �1"Cr 147.75 A4 2.3 126 N/A N/A 155 1 126 OK i.23 TAT 0 F :(v z- , A5 9.7 535 NIA N/A 155 4 134 OK % • • ORtO . i Luis R. Lomas P.E FL No.: 62512 1 of 4 10/10/2017 I ., L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514007A 434-668-0609 Date: 10/10/2017 rllomasca?triomasoe.com Anchor Locations: Double door 36.38 —L 36.38 f i 6.00 TYP. 6.00 TYP. — —18.19 TYP.—may 3.00 TYP. 6.00 I I I I I I I I 1 18° MAX O.C. • 95.25 • 6.00 t I I I I I I I I �.� R- L 04,,//// • F • *• �►E' r 5 1• - :1 TAT OF #° • '°LORtOQ:••+ ` �ts. •. ,. • �Ca��� �ONAL1E \\\� Luis R. Lomas RE 2 of 4 FL No.: 62514 10/10/2017 � . L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite ' Lewisville,NC 27023 Report#: 514007A ' 434-688-0609 Date; 10/10/2017 I lomas(a?Irlomaspe.com Double door with sidelites 37.50 I 36.38 -- 36.38 37.50 [...-18.75 TYP. 6.00 TYP. 1 6.00 T,YP. F 18.19 TYP. 3.00 TYP.—r + I I I l I I I I I I I I I I I I I i 6.00 16- MAX O.C. 1 1 95.25 .L _ _ 6.00 t I I 1 a I I I- I I I I I I I I I I I' • i I \\11lllJIiip \\\ R•R• IL0 // ��`.'•y\GEINS •cP -f, 1 ' *• 0 51 • * _ TAT OF �= S i t E /// �ONA1-lt��\\\ Luis R. Lomas P.E FL No.: 62514 3 of 4 I 10/10/201i 1 1 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#: 514007A 434-688-0609 Date: 10/10/2017 rllomas(a 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" AAIAIIAAI IAA rnrSr nIC.TA 1.1,1- I nr ATr AAtrl InoC AC CLI(VAIAI 0C1/NIA/ 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. V. I VI,TSINI,/1IVV II II‘VVI.JIiIV L J UV V l......11.-.l......11.-.RUV VL I I'll- 11\ I I\L IV IVIVI\ l-I VV 11 SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW: 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 B.CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI i .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. 1 X111111/ `\5 .• • .L oej f • — 1 • TAT OF ;w <v-_ . /370NAL`9%\" 111 Luis R. Lomas P.E 1 FL No.: 62514 4 of 4 I 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514011 A 434-688-0609 Date: 10/10/2017 rllomaslairlomaspe.com Test Report: N/A Product: Double Door with and without sidelites 12'x8'(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/$w/out gap: a. With threads present in shear plane' Fastener type:#10 wood screw (NDS 2012,NDS 2015,TRI2) Nominal diameter: D: 0.190 in Gap: 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: t,r= 1.500 in Side member dowel bearing strength: Fe,= 10,000 psi Main member dowel bearing strength: Fe,,,a 3,350 psi Side member dowel bearing length: 1,= 1.000 in Main member dowel bearing length: Ia a 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 K,= 2.400 Kb a 2.400 C: -681.799 C: -253.623 C: -521.824 C: -93.6 Z,,,= 302 lbs Z,= 792 lbs P= 510 lbs Ms a 46.8 in-lbs Mm= 46.8 in-lbs Kb= 2.400 P= 324 lbs P= 529 lbs P= 299 lbs Min.Design value: Za 125 lbs Zr 212 lbs Kb= 2.400 Ka= 2.400 Kb= 2.400 Duration Factor: Cb= 1.6 Z= 135 lbs Zr 221 lbs Z. 125 lbs Allowable Design Value(ZC5): Zr' 199 lbs/anchor Fastener type: 1/4 ITW Tapcon Tabulated values N.O.A.16-1222.06 edge spacing(in) • , Substrate: Hollow block distance 2.00 4.00 Minimum embedment: 1.25 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z''= 155 lbs/anchor(per interpolation when needed) Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual,section J.5.5) , 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 33.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: 6063-T5 aluminum Thickness: t; 1.000 in Thickness: to 0.052 in Ultimate tensile strength: F,01 14 ksi Ultimate tensile strength: F,02 22 ksi Nominal strength per bearing(side member): Rn=2Dt1F,01 Rnl= 5320 lbs (Eq J.5-12) Nominal strength per bearing(main member): Rn=2Dt2F,a2 Rn2= 435 lbs (Eq J.5-12) Nominal strength per tilting: Rn=4.2(t23DrFn2 Rn= 478 lbs (Eq J.5-13) Nominal screw shear strength: Rn=A,F,11.25 Rn= 654 lbs (Eq 7.5-14) Safety factor: n=3 Allowable shear and bearing capacity: P.. 145 lbs/anchor Fastener type: #10 Self tapping screw (Calculations per AISI-S100-12,sections A2.32 and E4.3.1) • Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F,r 54.0 ksi Screw root area: A, 0.0151 in' Per table 33.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: Metal framing Thickness: t) 1.000 in Thickness: t2 0.(`" Ultimate tensile strength: F0i 14 ksi Ultimate tensile strength: F„2 \\011111////,/ Nominal strength per tilting: Rn=4.2(t23D)wF„2 Rn= 1001 lbs (Eq E4.3.1-1) \\ S R" t+04,i/ Nominal strength per bearing(side member): Rn=2.7Dt1F„1 Rnl= 7182 lbs (Eq E4.3.1-2 and-4) .\ \'�• s • • • • � // Nominal strength per bearing(main member): Rn=2.7Dt2F„2 Rn2= 1280 lbs (Eq E4.3.1-3 and-5) • \G E N s .--74p _ Nominal screw shear strength: Rn=A,F,�/1.25 Rn= 654 lbs ` •• F •• i_ Safety factor: n=3 +*2. �� .� • Allowable shear and bearing capacity: Pr 218 lbs/anchor U - . Minimum anchor capacity: 145 lbs/anchor 'i a P TAT OF - Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. I� • • � - /��/�js�ONAL E�G�`� illf(Iltl Luis R. Lomas P.E i FL No.: 62512 1 of 4 10/10/201 1 1 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514011A 434-668-0609 Date: 10/10/2017 rllomasl^aMomaspe.corn Anchor calculations,minimum required anchors 36.38 36.38 Design pressure: 55.0 psf t t Max. Anchor Area Load Ind. \ Al - Al / Zone O.C. Cap. Load Result ,FYII _YI 95 .25( ftz) (lbs) (in) (in) (Ibs) Q1y (Ibs) a3 Al 2.3 126 N/A N/A 145 1 126 OK Al u Al A2 9.7 535 6.00 21.00 145 5 107 OK /2./5 A3 9.7 535 N/A N/A 145 4 134 OK 37.50 36.38 36.38 37.50 Design pressure: 55.0 psf i 11 Max. _ Anchor A4 /� A4 /� Al / Area Load Ind. Al Zonez O.C. Cap. Load Result U A2' Y A6 A8 (ft) (Ibs) (in) (in) (Ibs) Qty (Ibs) _ ro Ps Ao /c 95.25 Al 2.4 134 N/A N/A 145 1 134 OK / Al �/ A4 v A4 U Al \ A2 10.0 548 6.00 21.00 145 5 110 OK A3 9.8 542 N/A N/A 145 4 135 OK 147.75 A4 2.3 126 N/A N/A 145 1 126 OK A5 9.7 535 N/A N/A 145 4 134 OK Anchor Locations: • Double door 36.38 36.38 6.00 TYP. 6.00 TYP. 18.19 TYP. 3.00 TYP. �- 6+0 I I I I 1 1 I I 18° MAX O.C. • 95.25 - - I ` ill IOW/ .• ,L , 6.00 ="....*'.2.C4!5 1 ,It ' I I I I I I I I TAT OF � �.' O.c► tO' .` R ii''• . . . - Com lull// Luis R. Lomas P.E 2 of 4 IFL No.: 62512 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514011 A 434-688-0609 Date: 10/10/2017 Ilomas(aDlrlomasoe.corn Double door with sidelites � 37.50 36.38 36.38 37.50 18.75 TYP. 6.00 TYP. 8.00 TYP. 18.19 TYP. 3.00 TYP.-+ 6.00 1 I I I I- I I I I I I- I I I I I I I I 18• MAX i O.C. 95.25 6.00 I I I I I I I I I I I E I I I I I I • • v• ;,� ENjs ••cP .-- 04§ TAT Q i` •� R 0 `\ �/ IONA�4E \`. " //1111 10 R. Lomas P.E FL No.: 62514 3 of 4 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. • Manufacturer: Masonite Lewisville,NC 27023 Report#: 514011A 434-688-0609 Date: 10/10/2017 rl cmasAirlomasDe.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. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. - 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S_ INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 B.CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D.METAL STRUCTURE:STEEL 18GA(.048")FY=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 MANUFACTURERS 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. 1 S • • • �# *a:2(1_045i - � 'y° trzz .TAT OF • 1 i/0 • :ci - ';ZORMI-•*Z s • �ONAts /1111th " `. Luis R. Lomas P.E 'FL No.: 62514 4 of 4 • 10/10/2017