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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 a Fioilda Np3(tmemi d BCIS Home Log In i User Registration ; Hot Topics ; Submit Surcharge ; Stats&Facts Publications ; FBC Staff BCIS Site Map i Links pSearch. Busines � , g i Product Approval Professi� " I USER:Public User Regulation Product ADDroval Menu>Product or Avolication Search>ADDlicatlDn List>Application Detail .+ y FL# FL4334-R9 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived C Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/01/2015 Date Validated 06/03/2015 Date Pending FBC Approval Date Approved 06/06/2015 hqs://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTun... 11/3/2015 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 4334.1 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S and O/S Single Door Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure: +70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 II FL0120.0 Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4334 R9 AE 50413.0 3'-0"x 6'-8" max nominal size.Hurricane protective system Created by Independent Third Party:Yes is NOT required.See anchor detail DWG-MA-FL0120-05 for additional information. 4334.2 Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S and O/S Single Door Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure: +70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 II FL012I..pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4334 R9 AE 503B.pdf 3'-0"x 8'-0"max nominal size. Hurricane protective system Created by Independent Third Party:Yes is NOT required.See anchor detail DWG-MA-FL0121-05 for additional information. 4334.3 Fiberglass Side-hinged Door Units- 8'-0"Opaque O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure: +55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 II FL0121.pdf Florida Building Code including the High Velocltj Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4334 R9 AE 501B.odf 12'-0"x 8'-0" max nominal size. Hurricane protective Created by Independent Third Party: Yes system is NOT required.See anchor detail DWG-MA-FL0121- 05 for additional information. 4334.4 Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 II FL0121.2df Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4334 R9 AE 501B.pdf 12'-0"x 8'-0" max nominal size.Hurricane protective Created by Independent Third Party:Yes system is NOT required.See anchor detail DWG-MA-FLO121- 05 for additional information. 4334.5 Fiberglass Side-hinged Door Units- 6'-8"Opaque O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 II FL0120.pdf Florida Building Code including the High Velocity Hurricane • Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports hqs://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTun... 11/3/2015 Florida Building Code Online Page 3 of 3 Structures,does not exceed the design pressures listed. FL4334 R9 AE 502B.Ddf 12'-0"x 6'-8"-max nominal size.Hurricane protective Created by Independent Third Party:Yes system is NOT required.See anchor detail DWG-MA-FL0120- 05 for additional information. 4334.6 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.0l.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 II FL0120.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4334 R9 AE 5028.odf 12'-0"x 6'-8" max nominal size. Hurricane protective Created by Independent Third Party:Yes system is NOT required.See anchor detail DWG-MA-FL0120- 05 for additional information. 4334.7 Fiberglass Side-hinged Door Units- 8'-0"Glazed I/S and O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.04.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure: +50.0/-50.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 II FL0123.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4334 R9 AE 501B.odf 12'-0"x 8'-0" max nominal size. Hurricane protective Created by Independent Third Party:Yes system is NOT required.See anchor detail DWG-MA-FL0123- 05 for additional information. 4334.8 Fiberglass Side-hinged Door Units- 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.03.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+60.0/-60.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 II FL0122.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4334 R9 AE 502B.Odf 12'-0"x 6'-8" max nominal size. Hurricane protective Created by Independent Third Party:Yes system is NOT required.See anchor detail DWG-MA-FL0122- 05 for additional information. Back Nett Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statemen ::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 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 amalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: RE 9CCu .t'SS£"1"fllf;S' https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgttSMGyvgTun... 11/3/2015 NOTICE OF PRODUCT CERTIFICATION �p CERTlIq�,q '' 1, CRE Company: Masonite International Corporation Certification No.: NI005930.01 1955 Powis Road Certification Date: 02/17/2005 re °x West Chicago,IL 60185 Expiration Date: 02/28/2021 ~ Revision Date: 02/20/2015 ;t; Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/and w/o Sidelites(w/Wood Frame unless noted) Specification:TAS 201/202/203-94/ASTM E330 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 ww .Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X I/S Opaque 3'0"x 6'8" +70/-70 2.86 psf Yes NCTL-210-3102-1 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 X O/S Opaque 3'0"x 6'8" +70/-70 10.5 psf Yes NCTL-210-3102-1 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 XX 1/S Opaque 6'0"x 6'8" +50.5/-50.5 2.86 psf Yes NCTL-210-3105-1 Double Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 XX O/S Opaque 6'0"x 6'8" +55/-50.5 6.0 pst% Yes NCTL-210-3105-1 Double 8.25 pst* Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 XO/OX I/S Opaque Door 6'0"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3105-1 . Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 XO/OX. O/S Opaque Door 6'0"x 6'8" +55/-50.5 6.0 psf/ Door-Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelite 8.25 psf" Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXO I/S Opaque Door 910"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3 f 05-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXO O/S Opaque Door 9'0"x 6'8" +55/-50.5 6.0 psf/ Door-Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXXO 1/S Opaque Doors 12'4"x 6'8" +50.5/-50.5 2.86 psf Doors-Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXXO 0/S Opaque Doors 12'4"x 6'8" +55/-50.5 6.0 psf/ Doors-Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-Yes Maximum Panel Size:_3'0"x 6'8" Anchor Detail-MA-FL0120-05 *High Dam Threshold National Accreditation& Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 2307 Tel: (804) 684-5124 Fax: (804)684-5122. NAMI AUTHORIZED SIGNATURE: Do 149'MAX. OVERALL FRAME MOTH ; O O 20.5" MAX 36.375" MAX. HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT D.L.O. PANEL WIDTH 37.5" MAX. ¢ p 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES FRAME WIDTH Z J W/ASTRAGAL O L r7- C,)O ® ® ® ® ~ OU GENERAL NOTES Z 0- = 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO U`) U THE FLORIDA BUILDING CODE AND WHERE PRESSURE `�o� z REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM oa n DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. :z Q W 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF w i) w A HURRICANE PROTECTIVE DEVICE (SHUTTERS). W CS z 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 cda AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT W SELF IGNITION TEMP ASTM D]929 752 'F > 650'F RATE OF BURNING ASTM D635 0.56 IN MIN C-1 SMOKE DENSITY ASTM D2843 53.4% TENSILE STRENGTH- ASTM D638 3.2% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING S z o: 4500 HOURS XENON ARC METHOD 1 D 0 DOUBLE DOOR UNIT W/SIDELITES a a V)N(A U)NV) Addedm l0 NAMI CBIh(162Uf . � Ml. imU mjN( VN� En DataRW�� 5 2. W z N W w J N J a Uw2 aar, a��d3L) Ln ® ® ® ® ® ® ® ® 1313 ® ® ® ® ® ® UI UI J Cr Q Z Z OW�==i N O-wz 62(�QL�� K �Nrn N-Na N.-d'd,M�O SINGLE DOOR UNIT DOUBLE F D�OOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIOELRES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELITE (,.w o U m x 2 WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE 4 /1 y GATE 2/17 05 TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING- i� °'� 7 swe: N.T.S. SHEET DESCRIPTION X 37.5 +70.0 -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 +70.0 -70.0 mva.W.. SWS XX 74 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 �-�5201 TYPICAL ELEVATIONS do GENERAL NOTES OX XO 75 +505 -505 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0pIK,gy; 2ANCHOR LOCATIONS & DETAILS 0X0 112.5 _. +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 .+40.0 -40.0 +55.0 KURT BALTHAZOR 3 ANCHORING LOCATIONS k DETAILS OXXO 149 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 - . FLORIDA P.E. oiuwiNc No.: • High Dam Threshold Design #56533 OWC-MA-FL0120-05 sn�r 1 or 3 Luis R. Lomas P.E. 233 W Main St Manufacturer: Masonite Danville,VA 24541 Report#: 504B 434-688-0609 Date: 05/21/2015 rllomasra ldomaspe.com Product: Single Door 3'x6'8" 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. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FL0168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FL0160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FL0162-07 DWG-MA-FL0175-07 Anchors to be qualified: 1.#10 Wood screw,for installation in wood frame substrates. 2. 1/4"Tapcon,for masonry installation Anchor capacity in shear condition: Solid members w/&w/out gap: Fastener type:#10 wood screw (NDS 2012,TR12) 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: Douglas Fir-Larch Main member:Spruce-Pine-Fir Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: F..= 3,350 psi Side member dowel bearing length: 1,= 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= 509.2 lbs/in qs= 707 lbs/in A: 0.0008 A: 0.00120 A: 0.00134 A: 0.001689 P= 580.5 lbs p= 707 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000 KD= 2.200 Ko= 2.200 C: -342.139 C: -212.263 C: -223.524 C: -93.6 Z,,,= 264 lbs Z,= 321 lbs P= 265 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs KD= 2.2 p= 246 lbs P= 263 lbs P= 235 lbs Min.Design value: Z= 107 lbs Z= 120 lbs KD= 2.2 KD= 2.2 KD= 2.2 Duration Factor: Co= 1.6 Z= 112 lbs Z= 119 lbs Z= 107 lbs Allowable Design Value(ZCo): Z'= 171 lbs/anchor Fastener type: 1/4"IM Topeon N.O.A.12-0816.06 Substrate:Hollow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs, Actual edge distance: 2.50 in Reduction factor: 0.85 Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs , Spacing: 2.00 in Tabulated shear design value: Z= 166 lbs Actual spacing: 3.00 in Reduction factor: 0.91 Allowable Design Value(ZfAN): Z"= 156 lbs/anchor Minimum anchor capacity: 156 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 Max. Anchor Al \ Zone z lbs Ind. (in) O.L. Cap. Load Result A2 A2 79.25 (ft) ( ) (in) (lbs) Qty (lbs) Al 2.3 195 N/A N/A 156 2 98 OK AZ 7.7 656 6.00 18.00 156 1 5 131 OK 0 ��111111/1�� CNV 4, GEAf 4. *• 51 A •'�\ TAT OF r� _ 0Rt ,ONA1_,��1\\�� Luis R.Lomas P.E. FL No.:62514 1 of 2 5/28/2015 u� a 00 U SEE DETAIL 6" 6" "E" SHT. 2 3 3" �- 3 I 6" J— 3" 13^ O Ocr r U_ n N Ln U Lr) M r O a 0 0 Cuj f— a SEE DETAIL - - N I Ld V) "D" SHIT. 2 J JJJ � 0 6 SEE DETAIL w a "C" SHT. 2 o W N O O v Z 6. � g" r6,. I I II II II II I 7— o 3" 3 0 3"� 6' 6" � ° a a AddIONAMI 3- min SEE DETAIL g" 6" cn En In w 0 m . F" SHT. 2m Ln vii viiu0im 2 rZ- U ZZNIn ATTACHMENT DETAIL 1.25° W J On z a t HARDWARE SCHEDULE 3> Q�, 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN 0.25" a-�at=o MAX 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND 0_U SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED m a a o (FLORIDA #62514) WITH THE LOWEST (LEAST) CL�I �_ w � Tn FASTENER RATING FROM THE DIFFERENT FASTENERS Irl AT 5-1/2" CENTERLINE. o z z v o BEING CONSIDERED FOR USE. JAMB, HEAD, AND a 2. 4" X 4" FULL MORTISE BUTT HINGES. <T uu,< m m THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 00 #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY '00 w a 0 o � SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION 0 0 LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". a rn WOOD SCREW EDGE DISTANCE MIN 3/4". 1"Xt 2" CORRUGATED a M N o / / 10X2" WOOD SCREW (2) #10X2-1/2" o t. 3" FROM EACH END 6 FROM EACH END WOOD SCREWS 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" AND 7" OC AND 12" OC EACH END ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN `p125" { Li LL1.0 z OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM ACRYLIC LATEX DATE: 2 1 1 MINIMUM EMBEDMENT OF 1-1/4". I CAULK /05 Cl- I- ALCARTEX { ® SCALE: N.T.S. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ' TRANSFER LOADS TO STRUCTURE. CAULK CL DWG.BY: sws { CHK.BY: 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE DRAWING ND.: ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) DWG-MA-FLO120-05 SHEET .3 OF 3 Luis R. Lomas P.E. 233 WMain St Manufacturer: Masonite Danville,VA 24541 Report#: 504B 434-668-0609, Date: 05121/2015 rllomaspjrlomaspe.com or Lo 36.38 — 18.19 — 6.00 TYP. 6.00 TYP. 1 1 6.00 1 13.45 MAX.O.C. 1 79.25 1 6.00 1 1 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. L 0 *� 051 --*= Mfr TAT OF00 ; ONAt ///11111110 Luis R.Lomas P.E. FL No.:62514 2 of 2 5/28/2015 IL a - A 0 6" SEE DETAIL 3., 6" Lo _ O CL 6. in 3" c o T. Z U n n Z nn p w nn Z � a SEE DETAIL y cf) u) E"D" — — } a 0 SEE DETAIL o o SEE DETAIL •D" — ' B w — — "G" e 0_' A n B OA 6 a G H — � H � >O 6" 3' $m I l l y ��1I- 3" o� o F 3" 3" 3" 3" �3- 3^ 6' a a 6• 6^ SEE DETAIL V)m V)m m V} "F" V)EnEn(nInvv))m 2 U) #8 x 2-1/2" zogW Of J_ V'J aza ASTRAGAL RETAINER BOLT HOLEIfj a o:.< m MUST BE DRILLED THROUGH u¢ a Z z #10 x 2" THE THRESHOLD & INTO THE omoon v) w w w=w J #8 x 2-1/2 STRUCTURE DEEP ENOUGH o z w Z w. DETAIL "E" ASTRAGAL a=cj a w� #10 x 5/8" FOR A 1.375" THROW ATTACH ASTRAGAL RETAINER BOLT #8 x 2-1/2" #10 x 1" m STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL o m n moo w m m 0 0 #10 x 5/8" #10 x 1" AS SHOWN. �NtO 0.124'ANNEALED DECORATIVE INSERT a'd,M7 Ln #10 x 2" 0.090'SAFLEX IIIG (OPTIONAL) DETAIL "C" ��8'm 1o� 0.124'ANNEALED .0124'TEMP. DETAIL "D" TYP. CeItGEaUoRPdo.:. w w o v m x Z HBaiBredBg .j ALUMINUM OR BUM • SPACER w,.J"vy d8% 1-1/2'PHS • DATE: 2,171105 J Dow esz �' •; Dow esz scALE: N.T.S. 1 0.962 OR EQUAL P"v OR EQUAL Dwo.BY: SWS 1.375" 1.75" 11.047• �:��..t•;y f13 CHK.BY: T T T TYPICAL GLAZING DETAIL DNo.: INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD IMPACT RATED GLASS DWG—MA-FL0120-05 SHEEP 2 OF 3 f