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Home My WebLink AboutAPPROVED Door NOA FL22513.2 HVHZ +70 -70 PSFNOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI013747.04-R1 1955 Powis Road Certification Date: 06/08/2017 West Chicago, IL 60185 Expiration Date: 06/30/2025 Revision Date: 07/27/2020 Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites (w/Wood Frame unless noted) Specification: TAS 201/202/203-94 Impact: Large Missile Impact Rated Non-Impact Glazing: Insulating Glass (Tempered) 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). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Structural Design Pressure Water Test Pressure Missile Impact Rated Test Report Number Drawing Number & Comments X Single I/S Opaque 3’0” x 8’0” +70/-70 0.0 psf Yes ATLNC 1001.01-13 Maximum Panel Size: 3’0” x 8’0” Anchor Details-DWG-MA-FL0215-17 X Single O/S Opaque 3’0” x 8’0” +70/-70 0.0 psf¹ 10.5 psf 2 Yes ATLNC 1001.01-13/CTLA 919W Maximum Panel Size: 3’0” x 8’0” Anchor Details-DWG-MA-FL0215-17 XX Double I/S Opaque 6’0” x 8’0” +45/-50 0.0 psf Yes ATLNC 0113.01-15 Maximum Panel Size: 3’0” x 8’0” Anchor Details-DWG-MA-FL0215-17 XX Double O/S Opaque 6’0” x 8’0” +50/-45 0.0 psf Yes ATLNC 0113.01-15 Maximum Panel Size: 3’0” x 8’0” Anchor Details-DWG-MA-FL0215-17 XO/OX Single w/Sidelite I/S Opaque Door Glazed Sidelite 6’0” x 8’0” +45/-50 0.0 psf Door-Yes Sidelite-No ATLNC 0113.01-15 Maximum Panel Size: 3’0” x 8’0” /Sidelite: 3’0” x 8’0” Anchor Details-DWG-MA-FL0215-17 XO/OX Single w/Sidelite O/S Opaque Door Glazed Sidelite 6’0” x 8’0” +50/-45 0.0 psf¹³ Door-Yes Sidelite-No ATLNC 0113.01-15 Maximum Panel Size: 3’0” x 8’0” /Sidelite: 3’0” x 8’0” Anchor Details-DWG-MA-FL0215-17 OXO Single w/Sidelites I/S Opaque Door Glazed Sidelite 9’0” x 8’0” +45/-50 0.0 psf Door-Yes Sidelites-No ATLNC 0113.01-15 Maximum Panel Size: 3’0” x 8’0” /Sidelite: 3’0” x 8’0” Anchor Details-DWG-MA-FL0215-17 OXO Single w/Sidelites O/S Opaque Door Glazed Sidelite 9’0” x 8’0” +50/-45 0.0 psf¹³ Door-Yes Sidelites-No ATLNC 0113.01-15 Maximum Panel Size: 3’0” x 8’0” /Sidelite: 3’0” x 8’0” Anchor Details-DWG-MA-FL0215-17 OXXO Double w/Sidelites I/S Opaque Door Glazed Sidelite 12’4” x 8’0” +45/-50 0.0 psf Door-Yes Sidelites-No ATLNC 0113.01-15 Maximum Panel Size: 3’0” x 8’0” /Sidelite: 3’0” x 8’0” Anchor Details-DWG-MA-FL0215-17 OXXO Double w/Sidelites O/S Opaque Door Glazed Sidelite 12’4” x 8’0” +50/-45 0.0 psf¹ Door-Yes Sidelites-No ATLNC 0113.01-15 Maximum Panel Size: 3’0” x 8’0” /Sidelite: 3’0” x 8’0” Anchor Details-DWG-MA-FL0215-17 1 -Denotes Bumper Outswing Threshold 2-Hi-Dam 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: _______________ L. Roberto Lomas P.E. 1432 Woodford Rd.Manufacturer:Masonite Lewisville, NC 27023 Report #:514009B 434-688-0609 Date: rllomas@lrlomaspe.com Test Report:N/A Product:Single door 3'x8' (Wood Frame) Scope: Anchor capacity in shear condition: Solid members w/ & w/out gap: a.With threads present in shear plane Fastener type:#10 wood screw (NDS 2018, TR12) 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:Douglas Fir-Larch (G=0.50)Main member:Spruce-Pine-Fir (G=0.42) Side member thickness:ts =1.000 in Main member thickness:tm =1.500 in Side member dowel bearing strength:Fes =4,650 psi Main member dowel bearing strength:Fem =3,350 psi Side member dowel bearing length:ls =1.000 in Main member dowel bearing length:lm =1.140 in 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 B:1.07 B:0.57 B:0.5 B:0.000 KD =2.400 KD =2.400 C:-427.674 C:-253.623 C:-267.699 C:-93.6 Zm=302 lbs Zs=368 lbs P =331 lbs Ms =46.8 in-lbs Mm =46.8 in-lbs KD =2.400 P =297 lbs P =319 lbs P =263 lbs Min. Design value:Z=110 lbs Z=138 lbs KD =2.400 KD =2.400 KD =2.400 Duration Factor:CD =1.6 Z=124 lbs Z=133 lbs Z=110 lbs Allowable Design Value (ZCD):Z'=175 lbs/anchor Fastener type:1/4 ITW Tapcon N.O.A. 16-1222.06 Substrate:Hollow block 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 (ZFS):Z'=316 lbs/anchor Minimum anchor capacity:155 lbs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors 36.38 Design pressure:70.0 psf 95.25 A1 2.3 161 N/A N/A 155 2 80 OK A2 9.7 681 6.00 18.00 155 6 114 OK Mode Im 10/10/2017 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 7th edition (2020). Mode Is Mode II Mode IIIm Mode IIIs Mode IV Tabulated values edge distance Max. O.C. (in) Anchor spacing (in) ResultCap. (lbs)Qty Load (lbs) Zone Area (ft2) Load (lbs) Ind. (in) A2A2 A1 A1 1 of 3 Luis R. Lomas P.E. FL No.: 62514 9/2/2020 L. Roberto Lomas P.E. 1432 Woodford Rd.Manufacturer:Masonite Lewisville, NC 27023 Report #:514009B 434-688-0609 Date: rllomas@lrlomaspe.com 10/10/2017 Anchor Locations: 6.00 TYP. 36.38 95.25 6.00 6.00 18" MAX O.C. 18.19 2 of 3 Luis R. Lomas P.E. FL No.: 62514 9/2/2020 L. Roberto Lomas P.E. 1432 Woodford Rd.Manufacturer:Masonite Lewisville, NC 27023 Report #:514009B 434-688-0609 Date: rllomas@lrlomaspe.com 10/10/2017 Installation instructions: 1. 2. 3. 4. 5. 6. 7. 8.1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. 10. 11. 12. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 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. 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. 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. 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. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 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. 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. 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. ALL FASTENERS TO BE CORROSION RESISTANT. 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 .052" THICK MINIMUM 3 of 3 Luis R. Lomas P.E. FL No.: 62514 9/2/2020