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Home My WebLink AboutPRODUCT APPROVALFlo ida B!ptding Code Online https://www.floridabuilding. org/pr/pr_app_dtl. aspx?pamm=wGE V X... �. Businesp &,; Plrofbssional Regulation r MM BCS wme I IagN W[Topb pvDrmbom BCS Sre Mep I l5i¢ I SeaN d bWda r {I� aProduct Approval aX3•�i'e"� pmn .._y-�,y> �d ^�ms.> eakamnlac> aw�+tiaa Deese FL 4 Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phrme/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised FL A Model, Number or Name A;unoD aa6--irton-1 -IS FL22513-RO IO New a3NNVOS 2014 Approved 'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Masonite International 1955 Powis Road West Chicago, IL 60185 (800)663-3667 sschrelber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute StandsM TAS 201 TAS 202 TAS 203 Method 1 Option A 06/13/2017 06/16/2017 06/20/2017 11/21/2017 Description SCANNED BY St. Lucie County ea 1994 1994 1994 of 11/30/2017, 1:10PM flDnda Building Code Online https://www.floridabuildine.org/pr/pi_app_ tl.aspx?param=wGEVX... 22513.1 HPC Wood -edge Steel Side -Hinged Door 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVH7_ Yes EU2513 RO C CAC N1013747 n. "dr Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other. Evaluated for use in locations adhering to the Florida Building FL22513 R11lI 0.0212 odf Code, including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute requirements do not exceed the design pressures listed. 12'-0' x 6'-8' Created by Independent Third Party: max nominal size. When Impact resistance Is required, hurricane Evaluation Reports protective system is required. Door top rails stamped "HPC". See DWG- ELZ2513 RO AE 514008 df MA-FL0212 for details. Created by Independent Third Parry: Yes 22513.2 Wood -edge Steel Side -Hinged Door Unit 8'-0" Opaque I/S or O/S Single Door Unit Limits of Use rtifi rtifiCecation Agency Certificate Approved for use in HVHZ: Yes 3 RO C CAC NI013747 r Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: Installation Instructions r use i0 Other. Evaluated for use locations adhering to the Building F}-2S13 RO II 0 15 .wr el Code, including the High Velocity Hurricane Zone, and where pressure where Verified By: National Accreditation & Management Institute requirements do not exceed the design pressures listed. 3'-O" x 8'-0' max Created by Independent Third Parry: nominal size. When Impact resistance is required, hurricane protective Evaluation Reports system not required. See DWG-MA-FL0215 for details. EL22513_g0 AE 514009 df Created by Independent Third Party: Yes 22513.3 Wood -edge Steel Side -Hinged Door Unit 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes E122513 Rq C 4g_C N1013747 04 oQj Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +45/-50 Installation Instructions Other. Evaluated for use In locations adhering to the Florida Building W23 3 RO II 0.0215 df Code, Including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute requirements do not exceed the design pressures listed. 12'-0" x 8'-0" Created by Independent Third Parry: max nominal size. When Impact resistance is required, hurricane Evaluation Reports protective system not required on opaque panels, but is required on FL2;513 RO AE 514007 oglj glazed Sidelites. See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes 22513.4 Wood -edge Steel Side -Hinged Door Unit 8'-0" Opaque O/5 Single or Double Door w/ orw/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 RO C CAC NI01]3Z47,9Apdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes O6/30/2021 Design Pressure: Installation Instructions I5 Other. Evaluated for use for citations adhering to the Floridawhere Building 22 1 RO U 02L5�d[ el Code, Including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute requirements do not exceed the design pressures listed. 12'-0" x 8'-0" Created by Independent Third Party: max nominal size. When Impact resistance is required, hurricane Evaluation Reports protective system not required on opaque panels, but is required an FI2Z513 Rq AE 514007 odf glazed sidelites. See DWG-MA-FLO215 for details. Created by Independent Third Party: Yes 22513.5 Wood -edge Steel Side -Hinged Door Unit 8'-0" 3/4-Ute Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 RO C CAC NI013747 06 df Approved for use outside HVHZ: Yes Oath Ass Quality Assurance Contract Expiration Date Impact Resistant: No 021 Design Pressure: +40/-40 Install Installation Instructions Other. Evaluated for use in locations adhering to the Florida Building 3 RO II PL0217 df Code, including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute requirements do not exceed the design pressures listed. 12'-0" x W-O" Created by Independent Third Party: max nominal sae. When impact resistance is required, hurricane Evaluation Reports protective system is required. See DWG-MA-FL0217 for details. FFL 2513 RO AE 514007 df Created by Independent Third Party: Yes 2513.6 Wood -edge Steel Side -Hinged Door Unit V-8" Opaque I/S or O/S Single Door 44nothrofuse Certification Agency Certificate Approved for use in HVHZ: Yes F&2�5_13 RD C CAC N1013747 of Approved for use outside HVHZ.- Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions Other. Evaluated for use In locations adhering to the Florida Building Q22513 RO II FL9211 odf Code, Including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute requirements do not exceed the design pressures listed. 3'-O" x V-8" max Created by Independent Third Party: nominal size. When impact resistance Is required, hurricane protective Evaluation Reports system not required. See DWG-MA-FL0211 for details. B2Z5A Created by Independent Third Party: Yes 22513.7 Wood -edge Steel Side -Hinged Door Unit 6'-8" Opaque US or O/S Single or Double Door w/ or Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R0 C CAC N1013747 df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +55/-SS Installation Instructions of 3 11/30/2017 1 A O PM F4oeida Rn tlding Code Online https://www.floddabuilding.grgfpr/pr app_otl.aspx?paramwGEVX... Other. Evaluated for use in locations adhering to the Florida Building FL22513 110—R-RDZUPelf Code, Including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute requirements do not exceed the design pressures listed. 12'-0' x 6'-8" Created by Independent Third Party: max nominal size. When impact resistance is required, hurricane Evaluation Reports ,Protective system not required on opaque panels, but Is required on F122513 RO AE 514008Pdf glazed sidelites. See DWG-MA-FL0211 for details. Created by Independent Third Party: Yes 22513.8 Wood -edge Steel Side -Hinged Door Unit V-8° 3/4-Lice Glazed I/S or CIS Single or Double Door w/ or w/o Sidelltes Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FUJW ROC CAC NI013747 03 d/ Approved for use outside HVNZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other- Evaluated for use in locations adhering to the Florida Building Fl�Z513 RO II FLOZ14 off Code, Including the High Velocity Hurricane Zane, and where pressure Verified By: National Accreditation & Management Institute requirements do not exceed the design pressures listed. 12'-0- x 6'-8" Created by Independent Third Parry: max nominal size. When Impact resistance is required, hurricane Evaluation Reports protective system is required. See DWG-MA-FLO214 for details. &Z;513 RO AE 514008 df Created by Independent Third Party: Yes -- [gprgi[111 �]aat BpY 51e aaaa uea pmea: e5o<e]-taro lie gate of RorthakmAq/30empb)er ovMM300]-30t �+- of Fbdia ::nNav afemaR:; Pess5in4K��(9L :: ea6ad2At�mt U dalft da bw, anal ant. are lok..M . ayou do not went ycure-mea Mdta•, releasol In response to a pbk-mexo, rN�Y, no not sW ekxtmii mel ta tiffs ertny.Imteed, contax the ofke by phone or by traditional an a rru have ary qu atbrs, Pease contact 850.487.1395. •AeaeK to SaGbn 455.375(3), 1%4da S<#ra, eeaum OUobar 1, 241], am,' amml aide Clepter 455, M muY provide tie Caoxnamt*1h an emal ee1rm5 a 0cy have ac l emak un,H may be umx1Mro(fion commwWbn wM Ne&enow. 012, Icarsaes cemel addles are PAk retard.II You do not wt;h to supplf a pesonal adf�, pease Provide tie Departmat wtt an and addi� wlau, can be made 0v ,a ta tie pub,,. To tleta HoweY anxe Itmere War Choomr455, FS. pease chcx bees_. Pmdu��Q A]]ppnand A®pte: ® Ifl.1 V Kam, M SCCUTIC19l FTRICS I of 3 11/30/2017. 1:10 PM NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI013747 1955 Powis Road Certification Date: 06/08/2017 West Chicago, IL 60185 Expiration Date: 06/30/2021 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Side lites l? MPfiM1't yt` ' 1_ (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'9 Certified Product Listing nt avwwNam:� Inswing — - Glazed -- - •_ •••• • ••-•• . " -• sea Uy . ne American nattonai stanaaras Institute (ANSI). Configuration Structural Water Missile Test Report Number or or Maximum Design Test Impact Drawing Number& Ontswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0" x 6'8" +701-70 00 psf . Yes ATLNC 1001.01-13 Single Maximum Panel Size: 3'0" x 6'8" X O/S Opaque 3'0" x 6'8" +70/-70 3.0 psf Yes Anchor Details-DWG-MA-FL021I-17 ATLNC 1001.01-13 Slagle 4.5 psf' Maximum Panel Size: 3'0" x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0211-17 XX I/S Opaque 6.0" x 6'8" +551-55 0 psf Yes NCIT,210-2930-1 Double Maximum Panel Size: 3'0" x 6'8" XX O/S Opaque 6'0" x 6'8" +551-55 3.0 psfl Yes Anchor Details-DWG-MA-FL0211-17 NCFL210-2930-1 Double 4.5 psf' Maximum Panel Size: XVx 6'8" 7.50psf' AnchorDemiis-DWG-MA-FTA211-17 XO/OX I/S Opaque Door 6'0" x 6'8" +55/-55 0 psf Door -Yes NCrL-210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6.8" /Sidehte: 3'0"x 6'8" XO/OX O/S Opaque Door 6'0" x 6'8" +55/-55 3.0 psfl Door -Yes Anchor Details-DWG-MA-FL0211-17 NCTL.210-2930-1 Single w/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6T' 7.50psf' Anchor Derails-DWG-MA-FL0211-17 OXO US Opaque Door 9'W x 6'8" +55/-55 0 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Sim: 3'0"x 6'8"/Sidelite: 3'0"x 6.8" OXO O/S Opaque Door 9'0" x 6'8" +55/-55 3.0 psfl Door -Yes Anchor Details-DWG-MA-FL0211-17 NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size: 3'0"x 6'8" /Sidelite: 3'0"x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0211-17 OXXO I/S Opaque Door 12'4"x 6'8" +551-55 0psf Door -Yes NCFL,210-2930-1 Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" OXXO O/S Opaque Door 12'4" x 6'8" +55/-55 3.0 psf Door -Yes Anchor Details-DWG-MA-FL0211-17 NCTL210-2930-1 Double w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" 7.50psf' Anchor Derails-DWG-MA-FL0211-17 1-Denotes Bumper Oumvina Threshold 2-Denntec7 Serlec nne.awn"•rs.>•s."sa a_wt_n..... n......a"-n......._u -.. -____..._"_... __.._._ _... _-..., 11... e........... National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel:.(804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: ��[/ 1)11 MASONITE. WOOD -EDGE STEEL DOOR UNIT W-B' DOUBLE DOOR WITH /WITHOUT SIDEUTES GENERAL NOTF� 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORID BLUING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REWIRED ON OPAQUE PANELS. DO IS REQUIRED ON GLA2ED SIDEUTES. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, HURRICCANE ROTECGTIVE S15EL TEM HISS NOTT REQUIREDION OPAQUE PANELS OR PANELS WITH IMPACT GLASS. BUT IS RECURRED ON PANELS WITH NON-WPACT CUSS POLYURETHANE CORE FUME SPREAD INDEX OF 50 AND SMOKE D LCPED INDEX OF 60 PER ASM E84 PLASTICS TESTING: TEST DESCRIPTION DESIGNATION LITE FRAME SELF ICNRION TEMP ASTM D1929 842 'F > 650 •F RATE OF BURNING ASEM DES 1.28 IN MIN SMOKE DENSITY I ASTA1 02M 70.2% TENSILE STRENGTH' I ASTM DB t8% RIFF • COMPARATIVE TELCDLE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 TABLE OF CONTENTS SHEET 1P DESCRIPTION 1 TiPiU ELEVATION N TEG AN H0 IN L IANCHURIN, LOCATIONS 8: 12ETxLs TAB MAI OYCKALL FRAME WIDTH 21' MAK 36.375' MAX. D.L.O. PANEL WIDTH I,� 37.5' MAX. W/ASTRAGAL I FRAME WIDTH m MG b Ate AmlaN0.t0 RNaxeEBF OC:RE4rd�Fi WHERE WA INFILT ION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRE R B C PRESSURE RIE CONFIC MAX WIDTH SWING UD NTPO -SE G % 37. aD .. 0 , - OS %% d i5 0 - A +2 . S.Oi5,O OX or % -50 5... +5 -. 00 .0 .. 0 -SO %0 +.0-+5 -55. 01 +5010 %XO 149 + 5.0 - ...-5.0 .0 KURT BLLTHAZOR FLOROA P.E. /56533 m 00 Q LO R� P= w CL Lm�U ED h h 3 art SEE DETNL •C' 6' } Lf SEE DETNI. }. 6• S _ 1 }• 3'� } I I 16• 61 — 6" 6• �� I I I }• b w — N B O A — 0 W {y D OK2 — 6• —f{III — a 6• 3- 6• 1 6' r u 3• 3' } }. I 3. � 3. SEE DETNL F' a8 x 2" a10 x 518' //8 x 2" a10 x 5/812" " a10 x 2-1 a10 x a10 x ," #10 x 5/8" "DETAIL "D" DETAIL "C' . 1 '-"'*Iss T T� INSWING THRESHOLD B MP R O/S THRFSHOID 1 1.482' 1 1.75' I1.017' T T 7-SERIES O/S THRESHOLD HIGH DAM OAS THRESHOI D �a8 x 2" A DETAIL " " ASTRAGAI ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. ... ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL F" ASTRAGAS /e x 1_1/2• FM 1p•fim i_ u 3a a= 12nu zrn� �~3 ft SEE DETAIL 'C' SHT. 2 SEE DEC 0, SHT. 30 m 3' :2RDWAR, SCH D L I. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED _ AT 5-1/2" CENTERLINE. ATTACHMENT DETAIL 1.25' 2. 4" X 4" FULL MORTISE BUTT HINGES. 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN _o,zs' MA% 1XU/2' CORRUGATED 1110%2' WOOD SCREW SIGNED AND SEALED BY ROBERTO LOMAS. PE SNIM 3' FROM EACH END 5' FROM EACH END (FLORIDA #62514) WITH THE LOWEST (LEAST) cl_� �_ AND r oc AND 1z' Dc FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND qy�1 THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE �!CTF C #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL CAULH TIL( SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR TYPICAL MASONRY AWac I—{--�i � cL LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2" ANCHOR INSTALLATION III III III HOOD SCREW EDGE DISTANCE MIN 3/4". x COMBINATION WOOD COMBINATION WOOD THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50' MULLION (BOXED) MULLION (BOXED) ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN (3v� alOX2-gz' OF 1-1/2' MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". aDEACCHs ENDS4onNo:WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TOedBgTRANSFER LOADS TO STRUCTURE. IRI"4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LES, TYPANCINTEGRAL WOOD MULLION (CHS) L. Roberto Lomas P.E. f432 Wood1brafRat rawisville, NC 27023 434-689-0609 Manufacturer. Masonite Report #: 514010 Date: 05/01/2017 lesrneporc IWH Product: Single door V x 68" (Wood Frame) 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. Anchor capacity in shear condition: Solid members w/ 6 w/out gap: a. With threads present In shear plane Fastener type: 910 woad spew (NOS 2012. TR12) Nominal diameter: D: 0190 in Gap: g: 0.0000 in Roar diameter: Or. 0.152 in Moment arm: 0.00DO in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fp = 80,000 psi Side member: Douglas Fir -larch (G=0.50) Mainmember: Spruce -Pine -Fir (G=OA2) Side member thickness: t,= 1.000 in Main member thickness: tm= 1,500 in Side member dowel bearing strength: Fe, = 4,650 psi Main member dowel bearing strength: Fe„ = 3.350 psi Side member dowel bearing length: 1.= 10n0 in Main member dowel bearing length: I., = 1.1401. Made Made I, Modell Mode ZIL Mode III, Made IV qs qm= fi36.516s/in = 8B416s/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014 P= 725.61 lbs P= 884 lbs B: 1.07 e: 057 8: 0.5 B: 0.000 Ka= 2,400 Ka 2.400 L:-427.67 C:-253,62 C: -267.7 C -93.6 4z 302 lbs Z,= 368 lbs P= 331 lbs Ms 46.0 in-lbs Mm= 46.8 in-lbs Ka= 2.400 P= 297 lbs P= 319 lbs P= 263 Its Min, Design wdue: Z_- 110 its Z= 138 lb. Ka= 2400 Ka= 2400 Ka= 2.400 Duration Factor: Co= 1.6 Z. 124 lbs Z= 133 lbs Z. 110 lbs Allawabl• Design Value (ZQ: Z'• 173 lbs/anchor Solid members w/ 8 w/out gap: a. With threads presem in shear plane Fastener type: #10 wand screw (NOS 2012. TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Rant diameter: Dr. 0.152 in Moment arm: O.00DO in Minimum required penetration: p: 1,140 in Screw bendir"eld strength: Fyb= 80,000 psi Side mwnber. Douglas Fir-L rch(G=050) Main member: Steel strap/clip Side member thickness: t.= IADO in Main member thickness: t•= 0.048 in Side member dowel bearing strength: F„= 4,650 psi Main member dowel bearing strength: F•,= 61,850 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1• = 1.140 in Made 7„ Model. Made II Made III ModeO00M. Mode IV qm= 1175216s/in qs= 80416s/in A: 0.0003 A: 0.00 059 A: 0.00033 A: 0.0006 P= 13397 lbs P= 8841bs 8: 1.07 8: 0.57 8: 0.5 8: Mono Ka= 2.400 Ko= 2400 C: -4038.9 C:-3864.9 C: -267.7 b -93.6 Z„= 5582 lbs Z.= 368 lbs P= 2287 lbs Me= 46.8 imibs Mm= 46.8 in-lbs Ka= 2.400 P= 2126 Ibs P= 420 lbs P= 392 lbs Min.Designvalue: Z= 163 lbs Z= 953 lbs Ka= 2.400 Ka= 2400 Kb 2.400 Duration Factor. Ca = 1.6 Z. 886 lbs Z= 175 lbs Ze 163 lbs Allowable Design Value (ZQ: Z.z 262 Ibs/anchor Fastener type 1/4a ITW Tapcan N.O.A. 16-1222.06 Substrate: Hallow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs Edge distance: 200 in Tabulated shear design value: Z = 161 lbs Actual edge distance: 250 in Reduction factor. 0.85 Spacing: 4.00 in Tabulated shear design value Z = 202 lb. Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs Actual spacing: 3.00 in Reduction factor. 0.91 Allowable Destgn Value (Zfad: Z"= 155 lbs/anchor Minimum anchor capacity: 155 Ibs/anchar Note: Anchors with Me least cepechyfs used forcelculadonsW quality anchors walk highercapacity. Anchor eel/Cnledone, minimum mQuired anchors 36.38 Design pressure: 85.0 Psf 91 79.25 Al 1 of 2 Area Load Ind. M"' Anchor Lap. Isad Zane (ftz) (Ibs) (in) O.L. Result (in) (lbs)�' (Ibs) Ai 2.3 195 N/A N/A 155 2 98 OK Az 7.7 656 6.00 18.00 1 155 1 5 131 OK Luis R. Lomas P.E. FL No.: 62514 5/2/2017 r—r L. Roberto Lomas P.E. 1432WaodlordRd LOWI V00, NC 27023 Manufacturer. Masonite Report #: 514010 434-688-0609 Date: 05/012017 4lomasO rlomas0e.com Anchor Locations: 36.38 18.t9 6.00 TYP. 6.00 TYP. 6.00 13O.C.45 MAX O. 79.25 6.00 Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT. LENGTH TO ACHIEVE 1 1K' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRYICONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 IW MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 12" 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 12" 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: HOLLOWIFILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. Luis R. Lomas P.E. 2of2 FL No.: 62514 5/2/2017