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Home My WebLink AboutPRODUCT APPROVAL - SWINGING EXTERIOR DOORBcis Home Login . User �a.�v.�. I.—.— . egistration : Hot Topics Submit Surcharge Stats & Facts f Publications FBC Staff BCIS Site Map Links Search Illlr 18 SE 999 20i (. a pProduct Appro USER: Public User W _/r ST. Lucie County, Permitting `l�' Product Approval Menu > Prod ra.rwAonlicatrDK' earc� AnDhCahnn List > Application Detail "'� �L/ I I vV u FL # FL22513-R2 � " Cie Application Type Revision Code Version 2017 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 Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 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 Date Submitted Date Validated Date Pending FBC Approval Method 1 Option A 04/16/2018 04/18/2018 I of 3 11 06/05/2018 08:41 AM Florida Buil �ng Code Online Date Approved https://www.floridabuildino.org/pr/pr_appjti.aspx?param=w... 04/24/2018 FL. Model, Number or Name ; Description 22513.1 HPC Wood -edge Steel Side -Hinged ? 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o — j = Door Unit ; Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design i pressures listed. 12'-0" x 6'-8" max nominal size. When impact j resistance is required, hurricane protective system is required. ! Door top rails stamped "HPC". See DWG-MA-FL0212 for details. 22513.2 ! Wood -edge Steel Side -Hinged Door Unit I Limits of Use i Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes j Impact Resistant: Yes i Design Pressure: +70/-70 Other: Evaluated for use in locations adhering to the Florida j Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system not required See DWG-MA-FL0215 for details. i 22513.3 : Wood edge Steel Side -Hinged Door Unit i Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x W-0" max nominal size. When impact resistance is required, hurricane protective system not required on opaque panels, but is required on glazed sidelites. See ' DWG-MA-FL0215 for details. 22513.4 �� Wood -edge Steel Side -Hinged Door Unit :. ... .... ..... Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-45 j Other: Evaluated for use in locations adhering to the Florida j Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When Impact resistance is required, hurricane protective system not required on opaque panels, but is required on glazed sidelites. See DWG-MA-FL0215 for details. ! 22513.5 j Wood -edge Steel Side -Hinged Door 1 Unit Limits of Use ------_-_ ----------- Approved for use in HVHZ: Yes j Approved for use outside HVHZ: Yes j Impact Resistant: No Design Pressure: +40/-40 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When Impact 1 resistance is required, hurricane protective system is required. See DWG-MA-FL0217 for details. Certification Agency Certificate FL22513 R2 C CAC NI013747.01-Rl.pdf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 R2 II FL0212.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R2 AE 514008.pdf Created by Independent Third Party: Yes 8'-0" Opaque I/S or O/S Single Door Unit Certification Agency Certificate FL22513 R2 C CAC N1013747.04.pdf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 RZ II FL0215.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R2 AE 514009.odf j Created by Independent Third Parry: Yes 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22513 R2 C CAC 141013747.04.0 Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 R2 II_ FL0215.3df Verified By: National Accreditation & Management Institut Created by Independent Third Party: Evaluation Reports FL22513 R2 AE 514007.pdf Created by Independent Third Party: Yes 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites i Certification Agency Certificate j FL22513 R2 C-CAC_NI013747.04.odf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 R2 II FL0215.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: j Evaluation Reports FL22513 R2 AE_514007.pdf Created by Independent Third Party: Yes 8'-0" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22513 R2 C CAC NI013747.06.pdf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 R2 II FL0217.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R2 AE 514007.pdf Created by Independent Third Party: Yes 2 of 3 11 06/05/2018 08:41 AM i Florida Buil Ing Code Online 22513.6 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=w... Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S or O/S Single Door Unit j Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Evaluated for use in locations adhering to the Florida i Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 6'-B" max nominal size. When impact resistance is required, hurricane protective system not required. See DWG-MA_FL0211 for details. 22513.7 — j Wood -edge Steel Side -Hinged Door i Unit Limits of Use ---- L --------- ----- Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes i Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When impact resistance is required, hurricane protective system not required on opaque panels, but is required on glazed sidelites. See DWG-MA-FL0211 for details. 22513.8 j Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design Pressures listed. 12'-0" x 6'-8" max nominal size. When impact resistance is required, hurricane protective system is required. See DWG-MA-FL0214 for details. ------- ---.-- .._----- ... _ .._ Certification Agency Certificate FL22513- R2 C CAC NI013747-Rl.odf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 R2 II FL0211.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports ! FL22513 R2 AE 514010 odf Created by Independent Third Party: Yes 6'-8" Opaque I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22513 R2 C CAC NI013747-111 odf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 R2 TI FL0211 Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R2 AE 514008 odf Created by Independent Third Party: Yes 6'-B" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22513 R2 C CAC NI013747 03-R1 odf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instruct02ions FL22513 R2 II FL14 Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R2 AE 514008.1)df Created by Independent Third Parry: Yes Back Next Contact Us :: 2601 Blair Stone Road- Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement r. Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. 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 emalls 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: Credit Card Safe of 3 The "Notick. 4) label represen NAN11's ('elli Configural AN x0rOx NO ON 0\0 sinvic IV -Sid OX0 Smide Sid )XX0 Doublv W.si Oxxf) Double vv.sjjll NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: N1013747.01 1955 Powis Road Certification Date: 06/08/2017 West Chicago, IL 60185 Expiration Date: 06/30/2021 Tv Product: Wood-Ed-e Steel Full-Lile Glazed Inswing or Outswing Door w/Non-Impact bi I . ted Sidelites "'I (Requires 1PC" Construction Slabs) (wA%Iood Frame unless noted) Specification: TAS 202-94/ASTM E330-02 Glazing: Insulating GIs-.,; (Tempered) Product Certification" is on1v valid if the NAM[ certification Label has been applied to the product as described within this document. The certification Is product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within rielf Product Listing at NAMI's Certification Pro -ram is accredited by The American National Standards Institute (ANSI). inswing; (;lazed i Structural Water Missile 'rest Report Number or or Maximum Design 'rest impart Drawing Number & 011I.Swing Opaque Size i Pressure I Pressure Comments 1:S (lazed 3'0 x 6'8" i50-50 1 0.0 pif No \iacimum Pmo l size. 31)".1 f. N !)a Gl;tzxYl '41"x ("S" iO!-50 3.0 psf, No NCrl,. 11 6_111-164-1, 4.5 psf, .4-i—, P-1 Si- YW V WF VS Glazed 6'0'*.% 6*x T5011-50 t t, P4 No NUximum Panel Size: 3 iTx 6'%" 0:S (;laved 6'0-x 6", 10 PNI7 No M TL. I I0. IwRW-h 4,5 psl aNimwtt 11-1 Ste—', WS, Ancim Vs Glazed 6'0'* x 6'8" +50!-50 0 pf Door -No Nt, -110-1114694. -lite J"l 6-x" :S'dcl" 3'(" -x O:S Glainl 6'(Y'x 6*8" i r�;Of-50 3.0 pst' Door -Nu fie V — P11- i Anchor Ps a Glazed 9'0"x 0'8" i *50.(-50 0 P-0 Door -No ma�m It 1, and snw: 3"t)" P N 6 *..h,,, ghoul s-OWG-MA-i 0212-1 GlaLd 910, x 6'4" 1 +%Lio 1 10 tiNt, Door -No le, 4.5 lx%f' j Sidelite-No dafmmv P.*IIIV1 sw� , ;,(I" 6"X Nuldite: 1,0" 1 f,•V, i 7.50 Vs Glazed 12'4- x 6X' _50!_50 0 psr Door -No . 3 It"S 1 1"i&1ite 3vt` Gla/ed 12'4" x b'S" t _501-50 3.0 pst" 1 Wor-No Ites, I 4.5 p.% I Sidelite-No I NI -mum) Panel National Accreditation & Management Institute, Inc14794 George Washington Memorial Highway/Haves. VA 23072 (804) 684-5124/F.ix: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 1 MASONITE. ° HPC W0 D-EDGE STEEL DOOR UNIT 6---8- DOUBLE I OOR WRH / WffHOUT SIDELffES Ss�1-wAL .Ims III LYAL N'ED EDP. JsC IN _APCUS i^J-?. ��.Y Tld F-CRIDA 6'COR:G yT-'E X%D b E+ FF'=L4f F[UJIIEMCIfS Y1 CEIE NEL F' i CE 7. Y`:iYSu OE I—q LCACc •OR BIA ?:G5 AND OT-IER SR�EJwES. D9E5 tAT EXCEED THE =SCII F`+—;.F!S ' i YMEli !NSIALIED it.THE �., '�''• F_-Gs'�i URIC Z ZO.NE IRNW). NURfl2Ah.E PROTECTA2 .S zu y T.EFS) 5 PcCIBEC. W+Et: .NSIALLED IN THE �ih'I:-BOR*E }_?RS PEGLiN. HU+Rh.A1.E PRDTECINE ;:Y 1VJT-GRS) S _C;LAEL. a Pr•_,4.AMA:E CORE a E S-P.M I.1DEX C7 SD A•f:,• SLCKE DE'+Ei—ID Or fp -OR Ac:Y sga FLAS1 = ILST'NG: {� M57 MSCRIFUGu S:�a=�4T1Cr. LI:E =F�vS _... -..... —.... Ili.cT•• n�nxi 1 Oan col 149, LUX. OWN" F.-mr WjTH I 2 D.L.O.MAX PANEL IDTIi 37,5- MAX. D.PANEL WIDTH FRAME WIDTH ( N/ASTRAGAL 1 tI j o s � n LLI� C PARATNE TENSI 5T+=9 EIYTH AF VIS i�:_ R4:: • ," 1NUUP5 XEN011:VG YETY.Cv 1 -- --� --- _—'--- 4 Dr7! SLABS VAST BE-TALIPED 'tPC' CU T'vP P/tC DO IRI F QWR UN : W/SOELIN5 :aiEec�n�rute E'��1./ F1 FF :�ccsaiHi li QaT;P.� u' tf� E �. � • � E J IF_�s:4T ^-7 7 cr uj �DDD? UNR S:n![aE OOOR UMT Sl.:[+E O201LIth:7 W/SIDEL11E5 Ai N zWFt IT MIN SiJECRE DOUBLE WOR UN!i W/512ELITFS DESIGN PRESSURE RATING WHERE WATER Mt. IRAIIUN +'J4UnwFin.c I - REOURED iD 0E 158 OF EfSIGN PRESSURE COh W^ 1AA)( WIDTH tHStY1N0 OUTSW'NC It15WR1 DUMPER D 5 Z-SYRIES C 5 MICR. OAE7 U S % 37.5 -5D.0 -50.0 +50.0 -50.0 N A +20-0 -20.0 + .O -36.0 +50.0 .0D DOD ++50.0 -D.0 A +20. +30.0 -30.0 +50,0 CX TJSa -552 +20.0 -20 +30.0 D%C 71Y.S +50. - 0.0 +50.0 -50.0 N A 4200 -20, +30.0 -30. O%7i0 1a9 +50.0 -lI.O +50.0 W f KURT BIALTHAZOR FLORIDA PE. 6" -{ SEE DETr!t -- 3• �(�' � E" 3'n ! - �• f n 3' 3- 1 -C DEil j2F,'\'I �ff E r?ETtll_�' MSYING THi t abi" T 3- 3` 5' 6" SEE JETpA #8 y Z" 10 x 5J8\ Ali? x 1" DETAIL 'E" ASS iRAGAL �li0 x 2—i/2" 1 ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME #70 x 5/$" AS SHOWN. DETAIL "C" ,F.. DML I n ASTRAGAL RETAtNEP. BOLT HCLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH ii;,—;70R A 1.375" -HROW DETAIL _"F` ASTRAGAL "VI uaTUASTMR �SHOI_D BUMPER 0/5 THRESHOLD 'ej' Euncu:¢ mm .�,�. TYPICAL GLAZING DETAIL 1 1 NON -IMPACT GLASS RESHOLD HIGH DAM O/S THN.SHOLD �crrianft:W x��zBy- mrw.:,�io1l v _ AtiCHOR ANAL S:(NED AND ! (F[.ORIDA #62 FASTENER RAI BEING C'ONSIE 'H1£SIIOLD F, I :, WOOL: S( S• fv MUST BI I.CCA110N. T/ PtOCS) SCREW �I'£ WOOD S( Art,i/AF&PA I OF ?-1 ^" \ VINVUSI E).?B BLICKS 1FANSFER LO 4 MINIMUM DLSI E OL7ALL SM . 2 W I l• a SEE DETA;L � "0�" SHF. 2 1"25" "j t V HAPirimpF CCHFIN tip 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE Ir15TALLEC AT 5-1 /2" CENTERLINE. 2. 4' X 4' FULL MORTISE BUTT HINGES. IS FOR LOADING CONDITIONS PREPARED. —.2X M—M BY ROBERTO LOMAS• PIE SAX 41 WITH THE LOWEST (LEAST) CL _� 'G FROM T-E DF=FERENT FASTENERS ?£D FOP. USE. JAMB. HEAD, AND TENERS AMALYZED FOP. THIS UNIT INCLUDE WS OR 1/4' TAPCONS. A.PHYSICAL TYPICAL MASONRY PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION CON EDGE DISTANCE MIN 2-1/2'. DGE DISTANCE MIN 3/4". :Vr' SINGLE SHEAR DESIGN VALUES COME FROM r uN t•. FOR SOJTHERN PINE LUMBER AND ACHEiVEMENT 0.25" !MUM EMBEDMENT. THE TAPCON MUST ACHIEVE sr VENT OF 1-1/4". , CL-� Y OTHERS MUST BE ANCHORED PROPERLY TO TO STRUCTURE. _ VALUE STRENGTH OF ANCHORS 155 LOS. TYPICAL WOOD BUCK ANCHOR INSTALLATION 1"xl/2" CORRUGATED fin2• WOW SCR_Y) 3" FROM EACH ENO 6FRON EACH ElID AND 7' OC AND 12" Or I !TT X- � RYLI auLr, IC CAULK I CL i COMBINATION WOOD COMBINATION WOOD MULLION (BOXED) MULLION (BOXED) (31 !•Ox2-1/2- D SCR- Ajglt.r+:lFA4 EACH END CRC=rdmta r) V ReV2VA4 Om _: :;i;ze �50- INTEGRAL WOOD MULLION (CHS) W. I-1i Roberto Lomas P. E. Manufacturer: Masorete Report #: 514008 Date: 05..'01'2017 1 of 3 Product: Double Door with and without sidelites 12'x6'8" (wood frame) s analysis provides calculations- quantities, and spacing requirements for installing product to substrate, and it applies only to product described herein. These calculations comply with requirements of the Florida Building Code. chor capacity in shear condition: Id members w/ A w/out gap: a. With threads present in shear plane Fastener type: 910 wood screw (NOS 2012, 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: L140 in Screw bending yield strength: Fr, = 80,000 psi Side member: Douglas Fir -Larch (Cr•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: 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: 1, = L140 in Mode I- Mode I, Mode Ir qm = 636.5 IbsAr- qs = 884 lbs/in - A: 0,0007 P - 725.61 ibs P = 884 lbs 8: 1,07 K. = Z 400 K; = Z400 C. -427,67 Z= 302lbs Z,= 368lbs P= 331 lbs K = 2400 -Min Desgn value: Z= 110 lbs Z= 138 lbs Duration Factor: C. 16 Mode III., A: 0.00096 8: 0.57 C:-253.62 Ms = 46.8 in-lbs P = 297 lbs K = 2AOO Z= 124 lbs Mode III, A` 0.00107 9: 0.5 C: -267.7 Mm = 46.8 in-lbs P = 319 lbs K: = 2.400 Z= 133 lbs Mode IV A: 0.0014 8: 0,000 C -93 6 P = 263 tbs K! = 2,400 Z= 110 lbs Allowable Design Volue (ZCo): Z'= 175 lbs/anchor members w/ A w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (ND5 2012. TR12) Nominal diameter: D: 0.190 in Gap. g: 0.0000 in Root diameter: or: 0.152 in Moment arm. 0.0000 in Minimum required penetration; V. 1.140 in Screw bending yield strength: F,- = 80000 psi Side member: Douglas Fir -Larch ((r0.50) Main member. 5teel strap/clip Side member thickness: t, = 1.000 in Main member thickness: t_ = 0,048 in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: Fr., = 61.850 psi Side. member dowel bearing length: t, = 1.000 in Main member dowel bearing length: 1-, = 1.140 in Mode L Mode I, Mode II Mode IIL, Mode III, Mode IV qm = 11752 lbs/in qs = 884 lbs/in A: 0.0003 A- 0,00059 A7 000033 A 0-OD06 P = 13397 lbs P = 884 lbs, 8: 1.07 8: 0.57 8: 0.5 8: 0.000 K; = 2,400 K., = 2.400 C:-4038.9 C:-3864.9 C: -267.7 C: -93.6 7_ 5582 lbs Z,= 368 fbs P = 2287 lbs Ms = 46.8 in-lbs Min = 46.8 in-lbs K; = 2400 P = 2126 lbs P = 420 lbs P = 392 Ibs Min Design value: Z= 163 lbs Z= 953 ins K; = 2AGO K. = 2,400 K. = 2 400 Duration Factor. G:= 1A Z= 886 tbs Z= 175 Ibs Z= 163 Ibs Allowable Design Value (ZCa): Z'= 262 lbs/anchor Fastener type: 1/4" ITW Tapcon N.O.A. 16-1222.06 - 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 Ibs 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 Actual 3,OD Tabulated sheer design value: Z= 164 lbs \``S R �r O/��1�/� V • spacing: n Reduction factor: 0.41 • �j EN_' Allowable Design Value (Zfu) Z= 155 ibs/anchor 46• i Minimum anchor capacity: 155 lbs/anchor * ♦ 8 G 1 • al • Anchors with the least capacity is used for calculations to quality anchors with higher capacity. �'tD • TATE OF O ,' 4 6/0NAL1E��`w Luis R. Lomas P.E. FL No.: 62514 5/2/2017 Roberto Lomas P. E. Woid!otd Rd MG 270-3 36.38 3638 A! Al . Y y t 79.25 A, 72,75 ' 50 36.38 3638 37.50 1 .41%%`�A4+ Al Y tA ` jEA, \ 79-25 1 147.75 Manufacturer: Masontte Report #: 514008 Date: 05`01 12017 Design Dre55Ure: 60.0 asf Zone Area (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (1bs)Qty Load (lbs) A. 2.3 138 NIA NIA 155 1 138 OK A, 7.7 463 6.00 21.00 155 5 93 OK A3 1 7.7 1 463 N/A I NIA 155 3 154 OK Design pressure: 60.0 psf Zone Area ¢ (ft} Load (lbs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (lbs)Qty Land (lbs) A; 2.4 I46 NIA NIA 155 1 146 OK A2 7.9 473 6.00 21.00 155 5 95 OK A= 7.8 468 N/A N/A 155 4 117 OK A: 2.3 138 N/A N/A 155 1 138 OK A,; 7.7 463 N/A NIA I55 3 154 OK Double door .. - 36.36 r 6.00 TYP — .-{ 6.00 TYP. - 18.19 TYP. 3.00 TYP. --1 1.. _.. _ 6.00 t ? 13.45 NIAX O.C. i i 79.25 2of3 6.00 R • L 0 �i �� J\ • . ti! EN TATE OF. ; �4,a•..� F . C OR10 , • �'�� /llllli Luis R. Lomas P.E. FL No.: 62514 5/'2/2017 -L, J7 yberto Lomas P.E. iJ IIII :!caw rci Lerrs li, AIC 274123 Manufacturer: Masorete Report tt: 514008 Date: OS'012017 door with sidefites - 35.39— i0Q'Yr.L I? i Ration instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1;2- MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY:CONCRETE USE ail 6"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE.WITH 21'2" 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 112" 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 Fjn=2.000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (_048") FY=33KSL'FU=52KSI OR ALUMINUM 6063-T5 FU=30KS1 .052" THICK MINIMUM G. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM RECIUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 3of3 �w�N \ .-.. • •�G ENS' •9s�� *' D 51 E 1C;`jE� r� TAT E OF 0'C�ss [ORlO ;pNA;1E`\�� Luis R. Lomas P.E. FL No.: 62514 512l2017