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Home My WebLink AboutProduct Approval Florida Building Code Online https:// florioabuilding.org/pr/pr�_appjtl.aspx?param=w.. �- �. y�s•u Fla -"i150 x+ Yy f S5t.3� P A � 1 R5-7-01j, ' tim �.i a'. � t.idii9a� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Pu Acations FBC Staff SCIS Site Map Links Search dbp� rr��Product Approval s'� USER:Public User Product Approval Menu>Product or Aonllcatmn Search>Application List>Application Detail FL# FL4904-117 RECEIVED AUG 14 2017 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Masonite Internatio al Address/Phone/Email 1955 Powis Road West Chicago,IL 6 185 (800)663-3667 sschreiber@masoni e.com I Authorized Signature Steve Schreiber sschreiber@masoni�e.com Technical Representative 1 Address/Phone/Email Quality Assurance Representative l I Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark oi Listing Certification Agency National Accreditatin&Management Institute Validated By National Accreditati n&Management Institute i Referenced Standard and Year(of Standard) Standard I Year TAS 201 i 1994 TAS 202 1994 TAS 203 1994 i Equivalence of Product Standards Certified By i I affirm that there are no changes in the new Florida Building Code which affect mV prod'ct(s)and my product(s)are in compliance with the new Florida Buildir g Code. Documentation from approved Evaluation or Validation Entity . Yes No N/A I Product Approval Method Method 1 Option A 1 of 4 08/13/2017 09:56 AM Florida Building Code Online https://ww%i.flori:dabuilding.org/pr/pil_app_dtl.aspx?param=w... Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 Summary-of Products FL# Model,Number or Name Description j 4904.1 Wood-edge Steel Side-Hinged Door 6'-8"Opaque /S an O/S Single Door ---- --- Units ----�- ! j Limits of Use Certification Agent Certificate Approved for use in HVHZ:Yes FL4904 R7 G CAC N1006110.0l.pdf ! i Approved for use outside HVHZ:Yes Quality Assu anteontract Expiration Date i Impact Resistant:Yes 12/31/2020 Design Pressure:+76.0/-76.0 Installation n! 18.Ddf ions Other,Evaluated for use in locations adhering to the Florida FL4904 R7 I I Building Code including the High Velocity Hurricane Zone,and Verified By:IN ational Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Ir depen ent Third Party: Minimum Design Loads for Buildings and Other Structures,does Evaluation R ports j not exceed the design pressures listed.3'-0"x 6'-8"max FL4904 R7 E504 k.pdf nominal size.When large missile impact resistance is required, Created by Ir depenc ent Third Party:Yes hurricane protective system is NOT required.See DWG-MA- -� FLO128-05 for details. 4904.2 - Wood-edge Steel Side-Hinged Door 8'-0"Opaque /S and O/S Single Door j Limits of Use Certification Agent r Certificate Approved for use in HVHZ:Yes FL4904 R7 CAC NIO06110.02.odf Approved for use outside HVHZ:Yes Quality Assu ante Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation nstructions 1 j Other:Evaluated for use in locations adhering to the Florida FL4904 R7 II FL012 df ! i Building Cade including the High Velocity Hurricane Zone,and Verified By: ationaljAccreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Ir dependent Third Party: Minimum Design Loads for Buildings and Other Structures,does Evaluation R aports) not exceed the design pressures listed.3'-0"x 8'-0"max FL4904 R7 i E 5034. df nominal size.When large missile impact resistance is required, Created by In ependent Third Party:Yes hurricane protective system is NOT required.See DWG-MA- FLO129_05 for details. 4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites - Units Limits of UseCertification gency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.0l.odf Approved for use outside HVHZ:Yes Quality Assu ante Contract Expiration Date j Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4904 R7 11 FL01j8. df I Building Code including the High Velocity Hurricane Zone,and Verified By:N tional!Accreditation&Management Institute I where pressure requirements as determined by ASCE 7, Created by In Jepencitent Third Party: i Minimum Design Loads for Buildings and Other Structures,does Evaluation Reports not exceed the design pressures listed. 12'-0"x 6'-8"max FL4904 R7 AE 502A. df i nominal size.When large missile impact resistance is required, Created by In Jependent Third Party:Yes hurricane protective system is NOT required on opaque panels, but is required on glazed panels.See DWG-MA-FL0128-05. _ 4904.4 !Wood-edge Steel Side-Hinged Door 8'-0"Opaque 5 Doo w/or w/o Sidelites — Units Limits of Use - Certification %gency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC 111006110.02.pdf Approved for use outside HVHZ:Yes Quality Assu ante Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+45.0/-50.0 Installation Instructions j Other:Evaluated for use in locations adhering to the Florida FL4904 R7 I FL0129. df Building Code including the High Velocity Hurricane Zone,and Verified By: N 3tional Accredltation&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 R ports not exceed the design pressures listed. 12'-0"x 8'-0"max FL4904 R7 A SOLA. df nominal size.When large missile Impact resistance is required, Created by Independent Third Party:Yes f hurricane protective system is NOT required on opaque panels, but is required on glazed panels.See DWG-MA-FL0129-05. i 4904.5 _ Wood-edge Steel Side-Hinged Door 8'-0"Opaque /S w/or w/o Sidelites Units i 2 of 4 i 08/13/2017 09:56 AM I Florida Building Code Online https://wwvr.floridabuilding.org/pr/pi�__app_dtl.aspx?param=w.. Limits of Use Certification Agenel Certificate Approved for use in HVHZ:Yes ! FL4 04 R7 CAC I006110.02. df I Approved for use outside HVHZ:Yes Quality Assurance ontract Expiration Date Impact Resistant:Yes i' 12/31/2020 Design Pressure:+50.0/-45.0 i Installation Instr4tions I Other:Evaluated for use in locations adhering to the FloridaIi+ F-4904 R7 I FLO129. df f Building Code including the High Velocity Hurricane Zone,and Verified By: ational Accreditation&Management Institute I where pressure requirements as determined by ASCE 7, Created by I depen ent Third Party: Minimum Design Loads for Buildings and Other Structures,does Evaluation R ports not exceed the design pressures listed. 12'-0"x 8'-0"IT FL4904 R7 E 501 df nominal size.When large missile impact resistance Is required, Created by Ir depenc ent Third Party:Yes hurricane protective system is NOT required on opaque panels, but is required on glazed panels.See DWG-MA-FL0129-05. 4904.6 I Wood-edge Steel Side-Hinged Door 16'-8"Glazed I S and /S Door w/or w/o Sidelites Units S i Limits of Use Certification Agenc r Certificate Approved for use in HVHZ:Yes , FL4904 R7 CAC qI006110.03.ndf j Approved for use outside HVHZ:YesQuality Assurance ontract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida 1`1_4904 R7 R FL01 0. df i Building Code including the High Velocity Hurricane Zone,and Verified By: ational Accreditation&Management Institute j where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures,does Evaluation R ports not exceed the design pressures listed. 12'-0"x 6'-8"max I FL4904 R7 AE 502 . df nominal size.When large missile impact resistance is required, Created by In epen ent Third Party:Yes j I hurricane protective system is required.See DWG-MA- FL0130-05 for details. ' 4904.7 Wood-edge Steel Side-Hinged Door 8'-0"Glazed I S Door w/or w/o Sidelites Units ! Limits of Use l Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.04. df Approved for use outside HVHZ:Yes Quality Assu ante Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure:+40.0/-45.0 Installation instructions Other:Evaluated for use in locations adhering to the Florida FL4904 R7 I FL0131. df Building Code Including the High Velocity Hurricane Zone,and I Verified By:N tional Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by In ependent Third Party: r Minimum Design Loads for Buildings and Other Structures,does Evaluation R ports; i not exceed the design pressures listed. 12'-0"x 8'-0"max FL4904 R7 A SOld. df nominal size.When large missile impact resistance is required, Created by In epend Fnt Third Party:Yes hurricane protective system is required.See DWG-MA- FLO131_05 for details. 4904.8 Wood-edge Steel Side-Hinged Door 8'-0"Glazed O S Doo w/or w/o Sidelites Units r Limits of Use Certification Iligency Certificate Approved for use in HVHZ:Yes , FL4904 R7 C CAC NI006110.04. df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 ! Design Pressure:+45.0/-40.0 Installation Instructions Other:Evaluated for use in locations.adhering to the Florida FL4904 R7 I 1`1_0131. df Building Code including the High Velocity Hurricane Zone,and Verified By:N 3tional Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by In lepend§nt 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 FL4904 R7 A5 501 df nominal size.When large missile Impact resistance is required, Created by In Jependbnt Third Party:Yes hurricane protective system is required.See DWG-MA- I FLO131-05 for details. 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Product Approval Accepts: ' 0®E" ® I 3 of 4 08/13/2017 09:56 AM NOTICE OF PRODUCT CERTIFICATION v CE,R ,� C �� Company: Masonite International Corporation Certification No.: NI006110.01 h�. + ;, 1955 Powis Road Certification Date: 07/23/2005 ;e x West Chicago,IL 60185 Expiration Date: 12/31/2020 Revision Date: 11/21/2014 Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites k" (w/Wood Frame unless noted) e°a Specification: TAS 201/202/203 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 Opaque 3'0"x 6'8" +76/-76 2.86 psf Yes NCTL-210-2929-1 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0128-05 X O/S Opaque 3'0"x 6'8" +76/-76 8.25 psf Yes NCTL-210-2929-1 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0128-05 XX I/S Opaque 6'0"x 6'8" +55/-55 2.86 psf Yes NCTL-210-2930-1 Double Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0128-05 XX O/S Opaque 6'0"x 6'8" +55/-55 8.25 psf Yes NCTL-210-2930-1 Double Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0128-05 XO/OX I/S Opaque Door 6'0"x 6'8" +55/-55 2.86 psf Door-Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0128-05 XO/OX 0/S Opaque Door 6'0"x 6'8" +55/-55 8.25 psf Door-Yes NCTL-210-2930-1 Singlew i e t es Uiazed Sidelite Sidelite-No axunutn ane tze: x i e ite:3'0"x 6'8" Anchor Detail-MA-FL0128-05 OXO __ . I/S Opaque Door_ _.__.. 9'_0"..x 6.'8." +55/-55_ 2.86_psf- Door--Yess NCT1-9 10-7930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:30"x 6'8" Anchor Detail-MA-FL0128-05 OXO O/S Opaque Door 9'0"x 6'8" +55/-55 8.25 psf Door-Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0128-05 OXXO I/S Opaque Doors 12'4"x 6'8" +55/-55 2.86 psf Doors-Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0128-05 OXXO O/S Opaque Doors 12'4"x 6'8" +55/-55 8.25 psf Doors-Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0128-05 National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: Lo 149°MAX. OVERALL FRAME WIDTH cc Q7 o 36.37 " 5 SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT 2',. MAX MAX. U 0 PANEL WIDTH- 37.5" MAX. ¢ p C° 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES 11/ASTRAGAL �`FRAME WIDTH g0 0_J ¢ Crj - GENERAL NOTES W Q CD I. EVALUATE? FOR USE IN LOCATIONS ADHERING TO THE =LORIDA BUILDING CODE AND WHERE PRESSURE Z REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER S-RJCTURES, ^ - -- - Lr) DOES NOT EXCEED THE DESIGN PRESSURES LISTED. O E- 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON `- OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES L1J 3. IN THE HVHZ. FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC, 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a 5. PLASTICS TESTING OF LITE FRAME MATERIAL: jI TEST DESCRIPTION DESIGNATION RESJLT I' o a 4 Szn SELF IGNITION TEMP ASTM 111929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN/MIN SMOKE DENSITY ASTM TENSII F: STRENGTH- ASTM D538 7.50% DIFF ao m V, • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING .,W o' ¢ y 4500 HOURS XCNON ARC MCTI IOD 1 U 19 0 o DOUBLE DOOR UNIT W/SIDELITES a a Addendum to NAM] 0 4 to to? 333m vl rn rn to ' CeAificAllDn No.: Rer'ewed Dr :z Dale 1F z a w �Hw U4Zj , 1I ® 13 ® ® ® �9 � ® ® -- ® 1 ® 0 ® s�DU) o c�cl z -j uHy00 > j 44011$¢= mW e e e e O+W LL 00 '0 u 00 11 NANO 0)rl L u N SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/S'DELITEG WIT.H� WITH SIDELITE w O U m m z WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DML-- 711/05 TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTEW NG INSWING OUTSWING / /�, j SCALE: N.T.S. SHEET (� DESCRIPTION X 37.5 +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 +55.0 -55.0 _ ..__....__._.._. XX /4 I S5.0 -SS.0 +SS.O -S�.0 +19.0 •19.0 155.0 -•55.0 DWG.BY: $WS 1 TYPICAL ELEVATIONS & GENERAL NOTES OX or XC 75 +55.0 -55.0 +55.0 +19.0 -19.0 +55.0 -55.Q 2 AN LOCATIONS & DETAILS OXO 1-2.5- =55.0 -55.0 `+SS.0 -55.0 +55.0 -55.0 CNN.BY: 3 ANCHORING LOCATIONS & DETAILSKURT BALTHAZ.OR DRAWING ND.: OXXO 149 +55.0 -55.0 -+55.0 -55.0 +19.0 -19.0 +55.0 -55.0 FLORIDA P.E. Dwc-Ma-FLo128-05 x/56533 SHEET OF 3 4 Ln O cc c 6" SEE OETA;L —6" U —3" O 3„ E.. 3.. ¢ (D 3' 3 j—3I O J 1 { 6 6" I II I _ —I 3" I ry W W II nM L U — ¢ 0'SE DETAIL — — O� !— Y J..D.. co I 9 LiI i < SEE DETAIL _ a � I SFF. DETAIL :.0:. n A A A a G \.l M H 8 0 — 6.,— — — a _ �aoJ 6.. 3••— •I I a$W io in '�'i t; m G, { I Ky N q Saaob = U O} K 2 3' —I I- 3' 3" 3" 3.. 6"—I I_ 6,. ol. a T -- 3" 3" I- 6.. _ —6" SEE DETAIL I "F" 7 • ASTRAGAL RETAINER BOLT HCLE z #10 x 2" _ MUST 3E DRILLED THROUGH tn-n THE THRESHOLD & INTO THE rAoZ #10 x 5/8" ® ® STRUCTURE DEEP ENOUGH o _ w - -- - #10 x 1" CBCt-A x.375" THRC AN -cc ., O O Co Co w #10 x 5/8 U, #10 x 3/4" DETAIL "F" ASTRAGAL iQ'w�a o #10 x 2" _ DETAIL "E" ASTRAGAL Cl N FRAMs COOR IG(1/a'TEMP, GLASS) ATTACH ASTRAGAL RETAINER BOLT DOW ses W/OPTIONAL OECORATIVE INSERT DETAIL "D" STRIKE PLATE TO FRAME ALUM.STEEL OR BUTYL SPACER DETAIL "C" AS SHOWN. '/2 B"� w o v coZ TYPICAL _ie x 1-1/2'PNS r M&ndumloNAMI DATE: 7111105 i:' •:. 0.962"1 Cedi6calion No.: �,J 1 nv e,11 a-) N SCA E: N.T.S. �.-.. A�1 D 1.375" r Rev exed By. ' • Ty ': 'NC.BY: SINS �Jl---� Da1e Re deW oow 995--"TCHK.BY. INSWING THRESHOLD E%IERIU4 •••" -••� INTERIOR DRAVANC NO.: OUTSWING '-HRESHOLD TYPICAL GLAZING DETAIL DWG-uA-FLO128-05 SRFIT 2 OF ,f SEE DETAIL 6" — — —I —6" a ,.E., SHT. 2 �—3 S. cc 00 3' n 6"— , 3'—I - - J - 3 U I- r — I— 3'I O I I IIII II II I D — —I 6„ 6..—� - I — — _I `I`6. I—6.' 6., I I ; i � ! m Q V O M1 .I lJ MM1 i W I I• z: CI_V LLI °a SEE DETAIL < Z C ..D" SHT. 2 J C) F_ Q ® } '^ SEE DETAIL �A�_, o < LJ Li ¢ t) w 8 n � A 0 _ _ a G 6„ soa 3" - - -- --- -- —3. - o d m N o o SEE DETAIL 0 I` I. 0 "F" SHT. 2 6"— 6„ o I 6' j al a ATTACHMENT DETAIL cn} 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, z SIGNED AND SEALED BY LUIS R. LOMAS, PE o 0 (FLORIDA #62514) WITH THE LOWEST (LEAST) a z FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMS, HEAD, AND !L , w a�w THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE d z #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL o V' o LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o 2. �461t-LION�&--TO-B€---2-1 /2° X4-3T8" SFRUGTURAL--GRADE - -- ---- __ . _._---- I EINSTALLED--..---- AT 5-1 2" CENTERLINE. 0 FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO 000 m BACK JAMB UNI-S JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES Ol Ln CORRUGATED FASTENERS LOCATED 3" FROM EACH END --- o AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD m SCREWS LOCATED 6" FROM EACH END AND MAXIMUM ,•'' s. 12" O.C. 1.513"— 1.25" Jovmz —0.25'" MIV 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN I ° f' 0.25" ANSI/AF&PA NDA FCR SOUTHERN PINE LUMBER AND ACHEIVEMENT MAX SHIM OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVEoAr 7/11/JS CL--I I_ I I� AWreivn 10�I SCALE: N.T.S. MINIMUM EMBEDMENT OF 1-1/4". cL- p,> ; :?: CeltiliwbnNo: 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO c- Zv owc.rr: SWS '"'• RenewLdBy: TRANSFER LOADS '10 STRUCTURE. Dale Review a._ 1 � CNt.BY; ,Z-14 � OttAWINC NO.. 5. MINIMUM DESIGN VAI UF STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DNG-AIA-F10128-G5 ANCHOR INSTALLATION ANCHOR INSTALLATION • sNEEr 3 ov :S i - Luis R. Lomas P.E. 1432 Woodford Rd. M nufaC rer: Masonite Lewisville,NC 27023 Rep rt#: 504A 336-945-9695 ate: 12/29/09 Product: Single Door 3'x6'8" Scone: This analysis provides calculations,quantities,and spacing requirements for installing prod ct to substrate,and it applies only to the product described herein.These calculations comply with requirements oi 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 I WG-MA-FLOI68-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 G-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 E WG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 G-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 C WG-MA-FLO175-07 Anchors to be qualified: 1.#10 Wood screw,for installation in wood frame substrates. 2. 3/16"ITW Tapcon,for masonry installation Anchor capacity in shear condition: Fastener type:#10 wood screw (NDS 2005,11.3) Side member: Douglas Fir-Larch Aain me ber:Spruce-Pine-Fir Side member thickness: t,= 1.000 in Main member thic ess: tm= 1.500 in Side member dowel bearing strength: F�= 4,650 psi Main member dowel beg ing stri ngth: F"„= 3,350 psi Minimum required penetration: 1.330 in Screw bending y ield str(ngth: Fyb= 80,000 psi Duration Factor: Co= 1.6 Tabulated latera design slue: Z= 107.0 lbs Allowable Design Value: Z'= 171 lbs/anchor Mode IV Fastener type:3/16"ITW Tapcon N.0 A.07-1 26.10 Substrate:Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z= 112 lbs Actual C To C s cing: 3.00 in Minimum edge distance: 2.63 in C to C spacing fc ctor: 1.00 Tabulated shear design value: Z= 197 lbs Actual edge distance: 2.50 in Design value per interpolation: Z= 189 lbs Allowable Design Value: Z'= 189 lbs/anchor Minimum anchor capacity:. 171 lbs/anchor Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capa Anchor calculations,minimum required anchors Pressure against stops with bump threshold: 36.38 Design pressure: 35.0 psf t \A]A2 t , Zone fft) lbs) n) O C. up. Q or Load Result A2 r 79.25 (i ) (bs) (lbs) At 2.3 195 N/A NIA 71 2 98 OK Al Az 7.7 656 6.00 1800 71 5 131 OK Single. Pressure away from stops: 36.38 — _4 Design pres re: 5.0 psf Area Load Ind. M . Anchor Zone O C. n Load Result At I Al 79.25 (W) (lbs) (in) (i ) (bs) ' (lbs) At 10.0 851 6.00 1800 71 5 170 OK 0\111111/// �NN�J� R L 0,*, *• 0 51 TAT OF ty1 Luis R.Lomas P.E. Q.••.�'�`� FL No.:62514 1 of 2 i�Fs 0. 1/7/2010 %pis ONAILIE��`� - Luis R. Lomas P.E. 1432 Woodford Rd. M nufac urer: Masonite Lewisville,NG 27023 Rep rt#: 504A 336-945.9695 ate: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 Design plea ure: 85.0 psf � —. Area Load Ind. i x. Anchor Load Result 79.25 zone (ftZ) (lbs} (in) n) Ibs)F(;vy (lbs) At 2.3 195 N/A /A 1171 1 2 98 OK AZ 8.9 753 6.00 1 .00 1171 1 5 151 OK Anchor Locations: 36.38 6.00 TYP. 6.00 TYP. — 6.00 13.45 MAX.O.C. 79.25 1 6.00 1 4 1 Note: Anchor locations indicated in this document are the minimum required for the describ d pro uct exposed at the design pressure indicated herein. 4� S OWi =fit• 0 51 t , 7A3E OF 0�YA1. j��/ltlit11t�1 Luis R.Lomas P.E. FL No.:62514 2 of 2 1/7/2010 i I