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HomeMy WebLinkAboutProduct Approval Florida Building Code Online https://www.floridabullding.org(pr/pr_app_ati.aspx:param=w... uar dt ^oy Ht�� A9 �'3.�'� e � 3M��.' c �.<• _- - � Gn!P SCIS Home i Log In ) User Registration' Hot Topics i Submit Surcharge i Stats&Facts ! Publications FBC Staff BCIS Site Map Links Search f Busines �a Professialj �USER:UP hiApUser PrOVBI Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail ME�a��'„ 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 l Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 ssEhrelber@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 1 of 3 , 12/30/2015 11:11 AM Florida Building Code Online haps://www.rioriaai)uiioing.org/pr/pi_app_y,i.a�Nn:PGLUII- ••••• Date Approved 06/06/2015 --- --..-- - - Summa -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 UseCertification 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 Florida FL4334 R9_II_FL0120.pdf Building Code Including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by'ASCE 7, Created by Independent Third Parry: Minimum Design Loads for Buildings and Other Structures,does Evaluation Reports not exceed the design pressures listed.3'-0"x 6'-8"max FL4334 R9 AE 504B.pdf nominal size.Hurricane protective system is NOT required.See Created by Independent Third Party:Yes anchor detail DWG-MA-FLO120-05 for additional information. t i 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 I 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 Florida FL4334 R9 II FL0121.pdf Building Code including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures,does Evaluation Reports not exceed the design pressures listed.3'-0"x 8'-0"max R4334 R9 AE 503B.odf nominal size.Hurricane protective system is NOT required.See Created by Independent Third Party:Yes anchor detail DWG-MA-FLO121-05 for additional information. 4334.3 Fiberglass Side-hinged Door Units- 8'-0"Opaque 0/S Door w/or w/o Sidelites I Impact Rated r Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes I FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 102/28/2021 Design Pressure:+55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0121.pdf Building Code Including the High Velocity Hurricane Zone,and I Verified By:National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, ! Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures,does Evaluation Reports not exceed the design pressures listed.12'-0"x 8'-0"max FL4334 R9 AE 5016.1)df nominal size.Hurricane protective system is NOT required.See Created by Independent Third Party:Yes anchor detail DWG-MA-FLO121-05 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 i Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ:Yes j Quality Assurance Contract Expiration Date Impact Resistant:Yes 102/28/2021 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida i FL4334 R9 II FL0121.1)df Building Code including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures,does Evaluation Reports not exceed the design pressures listed. 12'-0"x 8'-0"max FL4334 R9 AE 501B.pdf nominal size.Hurricane protective system is NOT required.See I Created by Independent Third Party:Yes anchor detail DWG-MA-FLO121-05 for additional information. 4334.5 'Fiberglass Side-hinged Door Units- 1 6'-8"Opaque 0/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 Florida FL4334 R9 II_FL0120.pdf Building Code including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures,does Evaluation Reports not exceed the design pressures listed.12'-0"x 6'-8"max FL4334_R9_AE_5026.pdf nominal size.Hurricane protective system is NOT required.See Created by Independent Third Party:Yes ; 2 of 3 12/30/2015 11:11 AM Florida Building Code Online https://www.floridabuilding.org/pr/PT_app_dtl.aspx?param=w... a anchor detail DWG-MA-FLO120-05 for additional information. --- "4334.6" - Fiberglass Sid e-hinged-Dior-t7liiLs'= 6'-8"Opaque I/S Door w/orw/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.01.13DF 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 Florida FL4334 R9 TI FL0120.Ddf 1 Building Code including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures,does Evaluation Reports not exceed the design pressures listed. 12'-0"x 6'-8"max FL4334 R9 AE 502B.Ddf nominal size.Hurricane protective system is NOT required.See Created by Independent Third Party:Yes anchor detail DWG-MA-FLO120-05 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 Florida FL4334 R9 IT FLO123.Ddf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures,does Evaluation Reports not exceed the design pressures listed. 12'-0"x 8'-0"max FL4334 R9 AE 501B.odf nominal size.Hurricane protective system is NOT required.See Created by Independent Third Party:Yes anchor detail DWG-MA-FLO123-05 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 NIO05930.03.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 I Other:Evaluated for use In locations adhering to the Florida FL4334 R9-II FLo122.odf Building Code including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures,does Evaluation Reports not exceed the design pressures listed. 12'-0"x 6'-8"max FL4334 R9 AE 502B.odf nominal size.Hurricane protective system is NOT required.See I Created by Independent Third Party:Yes anchor detail DWG-MA-FLO122-05 for additional information. 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Product Approval Accepts: Ed fix 09 E sccurltVM';TR ICS• 3 of 3 12/30/2015 11:11 AM Y7 NOTICE OF PRODUCT CERTIFICATION I.F. nE Company: Masonite International Corporation Certification No.: NI005930.01 J.=a �� F q' ,rx'a b 1955 Powis Road Certification Date: 02/17/2005 West Chicago,IL 60185 Expiration Date: 02/28/2021 ri > Revision Date: 02/20/2015 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 I f I 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'w.Naniieertification.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 1/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-FLo120-05 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-FLOI 0-05 XX US Opaque 6'0"x 6'8" +50.5/-50.5 2.86 psf Yes NCTL-210-3105-1 DoubleMaximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FLO120-05 XX O/S Opaque 6'0"x 6'8" +55/-50.5 6.0 psf/ Yes NCTL-210-3105-1 Double 8.25 psf* Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FLO120-05 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"ix 6'8" Anchor Detail-MA-FLO120-05 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-FLO 110-05 OXO 1/S Opaque Door TO"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3105-1 i Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"ix 6'8" Anchor Detail-MA-FLO 120-05 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-FLO1?,.0-05 OXXO 1/S Opaque Doors 12'4"x 6'8" +50.5/-50.5 2.86 psf Doors-Yes NCTL-210-3105-I Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"!x 6'8" Anchor Detail-MA-FLO120-05 OXXO O/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-OS *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: t Rt 149'MAX. OVERALL FRAME MOTH 20.5" MAX 36.375" MAX. 37.5" MAX. ci HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT —D.L.O. PANEL WII)TH FRAME WIDTH 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL c) §E 6 0 rL GENERAL NOTE Lr) 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO U-) THE FLORIDA BUILDING CODE AND WHERE PRESSURE go M I.- REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM m ti Lr) DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, aoU-, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 twoci AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. tg 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT I SELF IGNITION TEMP ASTM D1929 752-F > 650-F 1 RATE OF BURNINGASTM 23L I SMOKE DENSITY D2g8,3 53.4X a ids I TENSILE STRENGTH* ASTM D538 3.2% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 DOUBLE BOOR UNIT MVELDEL AddeAmtoNw0u Ay rn cn in U) wed z 9 ujJ (n a. ® ® ® ® E3 130 1313 [3 ® ® ® ® z it=i 0) L 00 00 x cc SINGLE--DOOR UNLT DOUBLE DOORUNI7 SINGLE DOOR UNI SINGLE DOOR LWfr W/SIDELRES DOUBLE DOW UNIT W/SIDELiTES 4 --C) WITH SIDEL --WHERE—WATER INFILTRATION PERFORMANCE x- DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE wit. 2 11 5 -CONFi Will IN - SCALF- N.T.S. TABLE OF CONTENTS --- 70 70 Dwr.Ery: SwS X 37.5" -±4M -0 4 +70.0 ---70.0- + . 0:2. 4 -711 50!5 SHEET #1 DESCRIPTION —xX 74' +50.5 - - +55.0 -50.5 +19.0 / -19. CHX. 1 �Pbk ELEVATIONS -dX orXO75" +50. -50.5 E12 - -40.0 1 - -+55 -0 -50.5 ANCHOR 9!2 2 ---ux—o 112.5" 0 .2. =420.20 +55.0 -bU.b KURT BALTHAZOR DRAVANG NO, FLORIDA P.E. i H U.!) #56533 3 TO EN -V55.0 -50.5 DING-MA-FLO120-05 • High Dom Threshold Design �I Q� � 6' SEE DETAIL 3. 6" `' to "E' ---� 3" 3• 3 3 3� " 3" J— t 6" 11 I ZO - 6" O I 6" -�6" "�- W Q -� 6. 6 nci Lo U i1 a nn Z Ln W U a n SEE DETAIL y "- N ' D - - it } SCFE DETAIL2 - - SEE DETAIL 6 Li .C" ' g Oz o ._ 6. - a G - $t 6- 111 6" 6 W, � 3. 3" I of o 3""'I " 3" 3 3" 6' I�6 s IT a. 6'3SFE DETAIL 6. In 3333m N N N N N #8 x 2-1/2" ZZGN O �J InQ(w,'J az uj ASTRAGAL RETAINER BOLT HOLE a�E u, MUST BE DRILLED THROUGH N v�1 '�a z o #10 x 2" THE THRESHOLD & IN70 THE W w _�g N #8 x 2-1/2" STRUCTURE DEEP ENOUGH 00 Z O o DETAIL "E" ASTRAGAL CZ 41 Z J w #10 x 5/8" FOR A 1.375" THROW :5m—< � 8 x 2-1 2' ATTACH ASTRAGAL RETAINER BOLT # / #-10 x 1 ' STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL o m n o O O 10 x 5/8" oOOO^w ❑ #10 x i" AS SHOWN. �NOO�ma N Np 0.124'ANNEALED DECORATIVE INSERT d• M U1 #10 X 2" 0.090'sAriEx IIID (OPTONAL) DETAIL "C" Adde6dunitoNMtl 0.124'ANNEALED -0124'TEMP. DETAIL "D" TYP. �,;• 1.,_WOUm2z . 00 "!! 2 ALUMINUM OR SUM SPACER ..,, #6% 1-1/2'PHS DAZE: 2/1 1O5 0.962' 1 DOW eat DOW 632 SCALE: N.T.S. 1�, .� OR EQUAL iC: t OR EQUAL i DWO.DY: $W$ 1.375" T 1.75' 1.047" •,,;. EfOEBiDB 1tlIFB14S aoc.BY. TYPICAL GLAZING DETAIL ORAWWO NO.. INSWING THRESHOLD OUTSWING THRESHOLFLD HIGH DAM OTS THRESHOLD IMPACT RATED GLASS DWG-MA- 0120-05 sxEEr 2 ov 3 I W cc U O SEE DETAIL 6" 6" -t "E" SHT. 2 3.. 3,. 3" Z O J 6" 3" p �-6" 6" 6"s"--I I (� I I I II I,I I N 3� io 1L U 0 2 s M N Ui �U a Z n a SEE DETAIL a ~W }I "D" SHT. 2 SEE DETAIL w D "C" SHT. 2 OA --- W — — W B A A v G G H B Ec G v vS 6" — �ppYo 6.. 0 C m �6.. 6 101 I i II II II rl i 3" 3" o '� 0 AddetldmlotM 3" 3"6 6" 3" 3• al a SEE DETAIL �n CA(hllBad0I1Np. F" SHT. 2 6' 6" 3 3 3 3 3 NN3} Do 2 .0 ZZNIn ATTACHMENT DETAIL ,MN" 0 25. HARDWARE SCHEDULE 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MAx 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND in L y o z SIGNED AND SEALED BY ROBERTO LOMAE, T) SHIM SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED m m a o s (FLORIDA #62514) WITH THE LOWEST (LEAST) CL�� �_ � o og_ FASTENER RATING FROM THE DIFFERENT FASTENERS AT 5-1/2" CENTERLINE. w 0 w x -j �^ BEING CONSIDERED FOR USE. JAMB, HEAD, AND a 2. 4" X 4" FULL MORTISE BUTT HINGES. ¢=cw,zd�� m THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY mo m�o n"' SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR o0 o"-w ANCHOR INSTALLATION 10 N rn N N o LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4 N_ �M m / 1"X1/2" CORRUGATED #10X2" WOOD SCREW (2_) glOX2-1/2" 3" FROM EACH END 6" FROM ElyCH END WWOOD 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 _0.25" 1 w w Mom= z OF 1-1/2" MINIMUM EMBEDMENT. .THE TAPCON MUST ACHIEVE S"M ACRYLIC MINIMUM EMBEDMENT OF 1-1/4 CIL I_ CAULK ! DATE: 2/11/05 ACRYLIC 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO scue N.T.S. LATEX TRANSFER LOADS TO STRUCTURE. CAULK —CL DwD.ay. SINS 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DN c. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE DWWING ND.: ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) Dwc-Ma-floizo-Ds sxEEr 3 or 3 Luis R. Lomas P.E. • 233 W Main St Manufacturer: Masonite Danv le,VA 24541 Report#:504B 434-66M609 Date:05/21/2015 rllomas()Irlomasue.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-FLO168-07 DWG-MA-FL0122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FL0170-07 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-FLO162-07 DWG-MA-FLO175-07 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/A w/aut 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: F,y= 80,000 psi Side member:Douglas Fir-Larch Main member:Spruce-Pine-Fir 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: Fes„= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im= 1.140 in Mode I„ Mode I, Mode 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 8: 1.07 8: 0.57 8: 0.5 B: 0.000 Ko= 2.200 Ka= 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 Ka= 2.2 P= 246 lbs P= 263 lbs p= 235 lbs Min.Design value: Z= 107 lbs Z= 120 lbs Ka= 2.2 Ka= 2.2 Ko= 2.2. Duration Factor: Cr,= 1.6 Z=. 112 lbs Z= 119 lbs Z= 107 lbs Allowable Design Value CLCD): Z'= 171 lbs/anchor Fastener type:1/4"r W Topcon N.OA.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 CLf,W): Z..= 156 lbs/anchor Minimum anchor capacity: 156 lbs/anchor Note:Anchors with the least capacity/s 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 Ind. (in) O.C. Cap. Qty Load Result : 79.25 (ftZ) (lbs) (in) (lbs) (lbs) A7 Al 2.3 195 N/A N/A 156 2 98 OK AZ 7.7 656 6.00 18.00 156 5 131 OK ���`� 5 R' Nq: G E N s%.,p�,e% * 4- TAT OF • OR IDt- sZONALI01\��`� Luis R.Lomas P.E. 1 of 2 FL No.:62514 5/28/2015 Luis R. Lomas P.E. 233 W Main St Manufacturer: Masonite Danville,VA 24541 Report#: 504B 434-668-0609 Date: 05/21/2015 - rtlomas(d)Irlorhaspe.corn Anchor Locations: 36.38 18.19 17 6.00 TYP. — 6.00 TYP. L i ` I 6.00 l 13.45 MAX.C.C. 1 79.25 6.00 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. NN E A1,9 *• 051 TAT 4F •jc, � . 0 4 �. ll)lltl Luis R.Lomas P.E. FL No.:62514 2 of 2 5!28!2015 : I 3ELD-WEN DOOR TABLE 1 INSTALLATION DETAILS HVHZ APPROVED SYSTEMS:O,X.00,x0 or Ox,OXO,000,OXX or xxo.oxxo,000 W!BOxED SIDEUTES STEEL 24 GA.WOOD EDGE SIZE I QUALIFIES:OPAQUE ACTIVE PAN ELS AND IMPACT GLASS SIDEUTES OPAQUE WITH GLAZED SIDELITES MAX.PAN EL WIDTH-36" 6.6 TALL SYSTEMS: UP TO 12'-0"X 6'-8" (xx)(xxo)(0)xQ) (x)(oxo)(xO)(ox) OUTSWING OUTSWING POSITIVE +60 +65 GENERAL NOTES NEGATIVE 1 -60 -65 �.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.)8 INTERNATIONAL RESIDENTIAL •UNITS MEET WATER INFILTRATION REQUIREMENTS CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC).PRODUCT HAS BEEN TESTED TO TAS 201-94,TAS 202-94 AND CORRESPONDING TO NOTED DESIGN PRESSURES TAS 203-94. PRODUCT ALSO MEETS"HIGH VELOCITY HURRICANE ZONE-(HVHZ)REQUIREMENTS. - 2.1X AND 2X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL (� MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER, COMPONENT LISTITEM DESCRIPTION MATERIAL QTY. 3.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 5. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS 1 NON-COMPRESSION SHIM(0.25°MAX.THK.) WOOD AS REQ. FROM EDGE OF UNIT FRAME.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2 2x WOOD SUB BUCK(B.G.MUST BE 0.55 OR GREATER) WOOD AS REQ. 4.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS 3 1x WOOD SUB BUCK(B.G.MUST BE 0.55 OR GREATER). WOOD AS REQ, FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN 4 #10 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL AS REQ. DOCUMENT#JII106(INSTALLATION INSTRUCTIONS FOR PRE-HUNG ENTRY DOORS)FOUND ON THE JELD-WEN 5 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBEDMENT STEEL AS REQ. WEBSITE:JELD-WEN.COM/LEARN/RESOURCES/INSTALLA77ON 8 FINISHING1. 6 #10 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL 3 OR 6 5.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1,SHEET 1. 7 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 8 #9 X 1"PHILLIPS FLATHEAD WOOD SCREW STEEL 21 OR 28 6.ALL FASTENERS IN WOOD SHALL 149"MAX.FRAME 9 1"OVERALL ALUMINUM FRAME IMPACT GLAZING IG BY ODL ALUMINUM 1 BE COUNTERSUNK 3/16"DEEP. 371/2"MAX• 74"MAX FRAME EXAMPLE: 3/16"� FRAME TYP. DLO. 10 KWIKSET LOCK SERIES 400 STEEL 1 N` / �1. 11 KWINOT S E DEADBOLT SERIES 780 STEEL 1 12 NOT USED SHT It 1.0RETO DES LBS DENSITY, POLYSTYRENE JELD-WEN INC. ITH ` f✓` _, 13 #8 X 1 1/2°PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. I v . L0 J .,,. w O I� it M i'.FACE SHEETS:24 GA(0.021'MIN)THICKNESS. w p ,� p > i. c GALVANIZED STEEL WITH AVERAGE MINIMUM YIELD LL a m O1 6 I STRENGTH FY(AVE)m40.3 KSI. z o mLL "d, NN t 50 w '� o 09 LLI FD(EC ACTNE� INACTIVE F-EO S In IMPACT LITE — SEE SHT.#2 12-0 X 6-8 ELEVATION DOUBLE DOOR W/FULL 3-0 SIDELITES(OXXO) 371/2"MAX.O.A. . FRAME TYP^( �75"MAX.FRAME I---75"MAX.FRAME--I 1121/2"MAX.FRAME—►I 74"MAX.FRAME--I _ P I _ 1 . _. --- — I I I I 00 1 0 \ rc w a 6-0X6-8 ELEVATION z ` DOUBL m ACTIVE $ ACTIVE ACTIVE ACTIVE i ACTIVE INACTIVE i FIXED FUCED - �. FIXED FIXED -- - FO(ED '' �'�� - 9 OPAQUE FULL LITE 6-0 X 6-8 ELEVATION 6-0 X 6-8 ELEVATION 9-0 X 6-8 ELEVATION i 3-0 SINGLE(X )&(0)) DOUBLE(OX) DOUBLE(XO) TRIPLE(OXO) `����115 F 1y0'f'i-*� • `������, 0 wre:1/20/2012 SHEETINDEX rte, �� NONE SHEEr# DESCRIPTION 7 i- pw�sr:G.LUBOECKE 1 GENERAL NOTES&O-M-,ELEVATIONS&ANCHOR LOCATIONS z Digitally signed by Hermes F Norero, =_* RER r D«�:S.sAFFELL .3 OUTSWINGVERTIGILANDftW_TALSECfIONSINWOOD P.E. Oti73 /� on..wwcxa: 4 OUTSWING VERT,AND HORIL BECKONS IN MASONRY CONCRETE ' 5 OUTSWING ANCHORING DETAILS Reason:I am approving this document 39 a 13 38 JV1/162012FL Date:2015.07.0218:04:12-04'00' FBPE 66 aNO.29578 SNIT 1 aF s nnn l I I 1"MIN. 1"MIN. 4 1 2 1"MIN. 1"MIN. 4 1 i 112"MIN. 2 1 1/2"MIN. 2 1 4 4 EMS. EMB. TF1 INTERIOR EXTERIOR I I 1 1— � T— i • i ii i. I 1/4" / 2 1 1/2"MIN. i MAX EMBED . SHIM SHIM SEE NOTE#7 INTERIOR EXTERIOR SEE NOTE#7 INTERIOR EXTERIOR 1"MIN ON SHEET 1 ON SHEET 1 �— 1"MIN --I OUTSWING OPERATING UNIT OUTSWING OPERATING UNIT OUTSWING'STATIONARY UNIT VERTICAL CROSS SECTION VERTICAL CROSS SECTIONVERTICAL CROSS SECTION SILL HEAD JAMB HEAD JAMB 1 1l 2 1 4 EMBED. I—SHII I SEE NOTE#7 ON SHEET 1 NOTES: 1"MIN FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR /./ 1X BUCK CONCRETEIMASONRY OPENINGS,SEE SHEET 4 1 0 8 2 m m / OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION O i INTERIOR O �OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS R1 d f 3X ACHIEVED. • o O w^:n I 11 MIN. / C D� B _ ITEM#6,(#10 X 2�ONE SCREW TO BE INSTALLED IN EACH LL 4X HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. M c E c AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR It cn a LL HINGE DETAIL ®MAXIMUM SUPPORT. STATIONARY UNIT EXTERIOR 3 REQ'D z HORIZONTAL CROSS SECTION o OUTSWING SHOWN 0 d 0 Lu cn 7 2 1 1 2 �63 a EXTERIOR co Tl O `b X D 0cp0 NI� w z 2>1'MIN. 4 1 2 1"MIN. .. \�� INTERIOR �/ w t o 1"MITN. \� /// 1"MIN.SEE NOTE `````11SFrlirr���' 64 1 4 1 ON SHEET#7 I � �i� onh 1/20/2012 II 1/4"MAX. 1/4"MAX. I ��/ P�e: scams NONE Fh� SHIM SHIM _1i/2° OF' N:G. '— 1 1MIN. 1 1/2°MIN. WBBECKE _* � �':'{ EMBED. EMBED. RERO = c--SSAFFELL � •• Qti7 � DMYIING Na: OUTSWING LATCH JAMB AT FRAME OUTSWING HINGE JAMB AT FRAME 39� . A a g X338 JW 162012FL HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION �� eaeH' a FB PE fiFj X129578 sNFFr 3 OF 5 �rrnul 1"MIN. 1•MIN. GOSORETEJ NRY 1°MIN. 1°MIN. 1°MIN. MASONRY 1 1/4"�8Y OTHERS TYP. MIN. f!'MIN.!• 1°MIN. EMB11l4• 5INTERIOR L7CTERIOR MIN. F1'MIN.. MIN. i'MIN a,..• „S EMBED 1 1/4'MIN. $ 3 EMBED .ti CONCRETE/ j 2 T'. 2 a••, a MASONRY T CONCR 1 V4' . �4•'`.•-°.• BY OTHERS MASONRY MIN 1 .• 114" BY OTHERS EMBED tt 1'MIN 1"MIN MAX. SHIM INTERIOR EXTERIOR 14" EXTERtoR OUTSWING OPERATING UNIT MAK SHIM EXTERIOR VERTICAL CROSS SEC77ON SEE NOTE 97 SHIM SIL! ON SHEET 1 OUTS4YlNG OPERATING UNIT VERTICAL SS INTERIOR SEE NOTE#7 INTERIOROPTIONAL SUCK SECTION SEE NOTE#7 ON SHEET! 3E£NOTE#T ON SHEET 1 .ON SHEET 1�'+.�INTERIOR EXTERIOR \ CONCRETE! 3 1 OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT \ MASONRY � BY OTHERS VERTICAL CROSS SECTION VERTICAL CROSS SECTION �\�� S ERERIOR HEAD JAMB HEAD JAMB 11/4"MIN. EMBED 73 3X1•MIN 1'MIN !'MINA t O W M N INTERIOR fA t' O m m OUTSWING STAT ONARY UNIT ■ HINGE DETAI VERTICAL CROSS SECTION !'MIN. ��\ 1 O BOXED SIDELITE SILLa;. �\ `-SEE ITEM#7 rr, 3 RECI'D ' 1'MIN. ON SHEET 1 Z M E 1/4"MAX a'• SHIM f 1 1/4• 2 2 6 �� / MIN.EMBED/ 0 1 2 7 OUTSWING OPERATING UNIT a HORIZONTAL CROSS SECTION O O ` EMRIOR 1 EMBED OPTIONAL 1"BUCK 1'MIN. 1°MIN. 5 2 1 EXTERIOR X z � . I'MIN. P• :• �- '••'? °MIN. 1"MIN. ^ v' .. r4u N z •'' �\ INTERIOR % !°MIN. Vq1 Lz 1•MIN. a. '•. a �. 0`. �z 1"MIN. - ��\ SEE NOTE#7 // l"MIN. a• �• SEE NOTE#7 Li.. 5 , o. �. ON SHEET 1 ON SHEET 1 ,"IN. INTERIOR 1 ;• I 1,� 1/4'm 1"MIN. . -^ .7_ I 1/4'MAX 5 SHIM �. 1114"MIN. 1*MIN. 'b '.ti o �\\ , ttillS�flfllIf/ °I "r a 5 1 114°MIN. Fes- FFF'--- SHIM EMBED. J� EMBED. IIIF-���-- ��9. •..(,Q �i� ooh:1/20/2012 � 1 OUTSWtNG HINGE JAMB AT FRAME OUTSWING LATCH JAMS AT FRAME .ao �1/4"MAX. +�1C/,o`' •.�'p �� soaa:NONE HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION v SHIM `� i NOTES: }% sr:G.LUBSECKE �OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETE/MASONRY !1!2'MIN. =* R!: O outer:SSAFFELL EMBEOMENf IS ACHIEVED. BY OTHERS EMBED {yy� 7t ITEM#B,(#10 X 2°)ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE.CLOSESTTO WEATHERSTRIP. OPTIONAL . @ MASONRY/CONCRETE 7NS7Att 384' A #338 3W 162012FL CROSS SECTION OF HEAD JAMB OR SIDE JAMB eACH'• a �T SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE{ ,tyb.2957$smE 7 4 OF 5 /11111 j �, a l 398 E.Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Reach,FL 33004. A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Steel Wood Edge Steel Outswing Opaque Door w/ Sidelites for Florida Product Approval Report leo© 3799 Current Florida Building Code Method: 1 —D (Engineering Evaluation) Category: Exterior Doors Sub —Category: Swinging Exterior Door Assemblies Product: Steel Wood Edge Steel O/S Opaque Door w/ Sidelites Material: Steel/Wood Product Dimensions: 149"X 80.75"(Maximum) Prepared For: JELD-WEN, i.ne. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: SES F. Hermes F. Norero, P.E. `�.``�Q-.,.•••.. . •��•,�' Florida Professional Engineer#73778 \ = Date: 06/16/15 = 7 Contents: Evaluation Report Pages 1—4 � ;• TT :: 4 Installation Details Pages 5—6 % 0,� '•.• O OQ:� Digitally signed by Hermes F.Norero,P.E. • 10:1 ss/ Date:2015.06.11710:00:50 104'00'document ,'1111,NA; Hermes F. Norero, P.E. Florida No.73778 f BUILDING DROPS - A Perfect Solution in Every-Drop -- Date: 0 o:-37 5 ���-"-- Report No:-37 -- Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(1)(d) Product Name: Steel Wood Edge Steel O/S Opaque Door w/Sidelites 149"X 80.75"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,inc. based on Method 1d of the State of Florida Product Approval, Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW162012FL,signed and sealed by Hermes F. Norero, P.E.(FL#73778) for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant -- covering. 5. Site conditions that deviate from the details of drawing JW162012FL require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions JW162012FL for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2of6 BUILDING DROPS - A Perfe t Sola-tB^rr;;�-E.,er,Dro Date: 06/16/15 .. � --- RepoFt Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation&Management Institute,Inc.(FBC Organization#QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory,Inc. (FBC Organization#TST1589) Report#: NCTL-210-3801-2, Report Date:02/04/2012 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA 1789) 3. Material Certification Miami-Dade County Notice of Acceptance Eastman Chemical Company Saflex HP Interlayer Hermes F. Norero, P.E. Florida No.73778 Page 3 of 6 BUILDING DROPS A-Per€--ct-Solution in Every Drop -- -- -_--------------- _ Date: 0 O:-3799,- Certificate 37 5 U -- - Certificate of Authorization:29578 Report No: 37 �-- --' Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(2X)wood buck substrate,use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions(JW162012FL)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX,XXO,OXXO X,OXO,XO,OX Outswing Positive 60 PSF* Positive 65 PSF* Negative 60 PSF Negative 65 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No.73778 Page 4 of 6 ^^nBUILDING DROPS A, __. A Perfect Soltution-1r.Every-Dreg 06/ 6/15 Date• 1,- - ------------ - .. ,.._. .- .__._ ...�._ -... . -Report-Repo 37y5'-,------------ - - Certificate of Authorization:29578 Installation Method JELD-WEN, inc. Steel Wood Edge Steel Outswing Opaque Door w/ Sidelites a. 149"MAX.O.A.FRAME IL-3"TYP. 3"TYP. C7 C7 � I 1 I I I t-- 0T w A7137 I ; i 4 X X (J - � a D7 I D7 i v0 112 112"MAX FRAME ;n C I+-3"TYP. � 3"TYP.—I v0 i I a A7 i q w ( 1 j PANEL I CEWER LL r x 0 1, Hermes F. Norero, P.E. Florida No.73778 Page 5 of 6 J �g N BUILDING DROPS $� Date: 06/16/15 Solution in Drop- Certificate of Authorization:29578 37 1/2"MAX. o- a: 74"MAX.O.A. FRAME. O.A.FRAME 3"TYP. i 3"TYP.- 3"TYP.C7 C7 I � X11 � �XX Z (2 T O LLJ � F 0- co F Co D7 i D7 5 �4 —75"MAX FRAME •- _ a 3"TYP. 3"TYP. � U Z i - D w i A/ PANEL CENTER UL n € 1 rT M Hermes F. Norero, P.E. Florida No.73778 . Page 6 of 6