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HomeMy WebLinkAboutProduct Evaluation Reportn RECEIVED 398 East Dania Beach Blvd. BU I LDI NG - DROPS suite 338 A Perfect Solution in Every Drop! JAN `2 ,6 ?022 Dania Beach, FL 33004 Certificate of Authorization: 29578 St, Lucle County 954.399.8478* PH Permittina 954.744.4738 FX contact@buildingdrops.com Al Product Evaluation Report REMWED FOR Of CODE COMPUANCE Sid© LUCdE COUNTY Silver Line Building Products Corp. ijia(CC2lxlz), V1 Series / 70 Series Single -Hung Window. (2127) (Impact) (HVHZ) for Florida Product Approval FL## FL14911 'a ray .. ' t +"! � Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Windows Sub — Category: Single Hung Product: V1 Series /70 Series Single Hung Window (2127) Material: PVC Product Dimensions: See Installation Instructions, SWD050 Prepared for: Silver Line Building Products Corp. One Silverline Dr, North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date:01/23/2018 Contents: Evaluation Report Pages 1— 3 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document - Date: 2018.04.19 00:55:47 -"00' • N .7 7 'o. S; A OF O lot' .0 �- E .�♦ Her s<F1No060 P.E. Florida No. 73778 BUILDING DROPS FL*: FL14911 A Perfect Solution in Every Drop! Date:.01/23/2018 Certificate of Authorization- 29578 Report No: 5486 Manufacturer: Silver Line Building. Products Corp.' Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: V1 Series / 70 Series Single Hung Window (2127) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products Corp. based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: 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 SWD050, signed and sealed by Hermes F.-Norero, P.E. (FL # 73778) for specific use parameters. 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. 4. Site conditions that deviate from the details of drawing SWD050 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD050 for size and design pressure' limitations. Hermes F. Norero, P.E. Florida No. 73778 Page .2 of 3 BUILDING DROPS.. FL#: FL14911 3/2018 A Perfect Solution in. Every Drop! - Date: 0 '4 Certificate of Authorisation: 29578 Report NOo:986 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Current Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E1886-05 • ASTM E1996-06/09/12 • AAMA/WDMA/CSA 101/I.S.2/A440-08 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories, Inc. (FBC Organization # TST1589). Report: Dated: NCTL 110-16327-1 08/13/2013 Signed and Sealed by: Harold E. Rupp, FL PE No 15935, Sealed Date 02/06/18 NCTL 110-16327=2 11/05/2013 NCTL 110-16327-3 08/13/2013. 2. Quality Assurance Window and Door Manufacturers Association (FBC Organization #: QUA2515) Installation: 3. Material Certification Miami -Dade County Notice of Acceptance , Eastman Chemical Company (Previously Solutia) Saflex (Vanceva Composites) PVB Interlayer 4. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Refer to Installation Instructions (SWD050) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD050) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 3 • L .THE PRODUC'TSHOWN HEREIN S DESIGNEDAND " MANUFACTUREDTOCOMPLYWITHTHECURRENT'EDRION FLORIDA BUILDING CODE (PBCL INCLUDING HVHZAND ALAS - 'BEEN EVALUATED ACCORDINGTOTHE FOLLOWING: •-TAS 101A4 , . .. • TAS20294 ' ` • TAS 203A{ ' ' - • ASTM E33002 . ASTM E18B605 ' - . ASTM E299Tr0 112 • AAMA/WDMA/CSA 101/IS2/M4G-M - MA%OVEHALLSRE CONNG. DEIGN PRESSURE MISSILE IMPACF RATING WIDTH HDGHf Sr 73' 0/lI •55/{O PSF' lMl/SMI TABLE OF CONTENTS " SHEET NEYI5ON - - SHEETDESCBIPTION 1 GENERALNOTES AGIAZING DETAIL 2 EIEVATIONiANCHORIAYOUT5 3 VERncALSELTIONS 4 HORIZONTALSFCTIONS ' 6 _ HOPODNTALLVERnCALSECRONs,UNSrAUATIONN07a REINFORCE .DETAILS 5=. 9 v REMARKS BY DATE ' 2. ADEQUACY OME EXISTING STRUCTURAL - - - CONCRETE/MASONRY. 2A FRAMING, AND METAL FRAMING - - - ASAMAINWINDFORCE RESISTING SYSTEM CAPABLE OF WITHSTANDINGANOTRANSFERRING APPLIED PRODUCE- LOADS70THE FOUNDATION ISTHERESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECTOR " INSTALLATION. .. ' 43/64. OA. I.G. LAMINATED GLASS EAR, bNeIOINA+ mo, Pm 3. 1KAND2KBUCKS ale: (WHEN USEDL SHALL BE DFSITiNE0 AND CONSLSNEALED: `�� ANCHOREDTO PROPERIYTRANSFERALL LOADS70THE 713VSTEL SPACER GLASS �� .,• �E••S •• 'A �� STRUCRRIE. BUO(DESIGN AND INSTALLATION IS THE 7/32'STEEL SPACER - �• O - RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/3Y ANNEALED GLASS N ] ] " . RECORD FOR THE PROJELTOF INSTALLATION. 0.090' SAFIEK PVB INTERLAYER BY * �� 4. THE INSTALLATION DETAILS DESCRIED HEWN ARE - - 3 32�ANCHH � COMPANY' 5 A OF � .. _ GENERIC AND MAY NOT REFLECTACNALCONOIIIONS FOR i O IDP'r'44 . PECIFICSffE. IF CAM INSTALLATION ' g MDEMTEF O THERE�Md�EENnOET ILEDNE��' - EXTERIOR / / \\ INTERIOR ''�S/ O `ALI��G�`` `L WECRC DOCUMENTS FOR USE WITH THIS DOCUMENT IN .. .. - i Ej S�+• , iB NOWHVIOMFA& IN HVHZ AREAS, ONE TIME PRODUCT _ I, APPROVALTO BE OBTAINED FROM MIAMI-DADE HER OR AHI. TN[ mrt o M�aYQA1W wrp 2 5. APPROYEDIMPACTPROIEC7IVESYSTEMSNOTREQ "w STEELSPACER MIN.GIASS FLBI ONTHISPROOUCTINAPEAS REQUIRING IMPACT 1/&OR 3/32' BIrE7/16• FL14911 ..- RESISTANCE SETT NIZi BLOCK E VANDOWFRAME MATERMGPVc Dow 99sSEALANT - - - DATE: _01.29.18 - ` 7. IN ACCORDANCE WITH THE CURRENT EDITION PK WO OD OWGH CH COMPONENTS SHALL HAVE BEEN PRFSERVATNETREATED - G .. LAZING DETAIL 1 ORSIWLMOFADUPABLESPECESASDERHEDIN - _ _ - _ ._. _. NOS: _ _ _ � R' NTS H fN . - ^ CHAPTER�• - A'�(`iIA21NG CONFIGURATIONS SHALL'[OMPLY WITH _ D-AP. SWD050 -e. GLASSMEETSTHEREQUIREMENSOFASTMEIM SAFETY GLAZING REQUIREMENTS OUTLINED IN 5HEEr: GLASS CHARS. SEE SHEET I FOR GLAZING DETAILS CURRENT FSC AND ASTM E 1300 GLASS LOAD . - RESISTANCE. OF 5 >z Silver Line . MAXOAFRAME WIDTHSx° z0 a� . MAX D.LO. S ' ' WIDTH N,69°- W MAR• 6•MAX 6,25• MAX ' A B FROM -+�� O.G FROM COMERS 3 3 CAPNEILS. I NOTE; Y • AL F NEPSA THE MEETING RAILIN ILIN - - a '. THE INTERIORIAMB - •D• 6°MAX °O. TRACK MUST BE FLIT HFAO •D• .MAX. HEIGHT33SW D.LO, C REMARKS: BY DATE 12-W MAX - MAX. CA FRAME - -O.0 '- HEIGHT73° - ' HBI X D.LO.33s° t 3• MA%. CORNERS - . 75 6° MAR. CAR ERS •� gem . _ r 7— , E S' poi 1 1 N.77 \ OF ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT SINGLEHUNGWINDOW -. • NAHFIN-SINGLEHUNG WINDOW THROUGH FRAME• SINGLE HUNG WINDOW nm m°ews ~ �. rem FL14911 DATE 01.23.18 "'A ON SCALE:.- NTS _ - . Z _,. - _ o-.IN' SW DOSO ' - SHEET: OF 5 SEONON FOR BLOC(&TACK BALANCE INFERIOR HORIZONTAL SECTION uvrER&W lb1 HORIZONTAL SECTION . IDWERSASH - .. d S4Wr Line i SECnON FOR WRCE �dddC BBAALANCE fOq REMARILf BY DATE ' 'o S A OF O to rw mc�v w�oim�ir �w -. Fit: FL14911 w+� 01.23.18 OWG. BY: COL BY: HA HFN sw�K NTS - - owc.t: SWD050. SHEET: 4• OF 5 MIN. SUBSTRATE 1/4° SUBSTRATE MIN. EMBEDMENT SHIM SPACE GYCIT HERS ATE EDGE DISTANCE BY OTHERS 3 By OTHERS BY OTHERS. INTERIDR SCREW IN THE INTERIOR CHANNEL MIN. MIN. EDGE DISTANCE ts EMBEDMENT SCREW IN THE EXTERIOR tl� PERIMETEBY OETIANTERS SHIMSPACEE PERIMETERSEALANT CHANNEL BY OTHERS EXTERIOR INTERIOR EXTERIOR MIN. SHIM SPACE EMBEDMENT EXTERIOR INTERIOR �p VERTICAL SECTION HORIZONTAL SECTION HORIZONTAL SECTION THROUGH FRAME (HEAD) THROUGH FRAME (LAMB) NNLFIN (HEAD) 1µ• MAX REINFORCEMENT DETAILS SUe2A HIM SPACE SYOTHERS INFERIOR 083^ o.T7^ D.B EXTERIOR INTERIOR 0.06OAT GI f I EXTERIOR O LOCK ALUMINUM P O ALUMINUM ALUMINUM AL MINUTTOM M AIL&SASH MIN. EDGE DISTANCE HORIZONTAL SECTION VERTICAL SECTION 6 NAIL FIN QAMQ MEETINGSITE INSTALLATION NOTES; L ONE INSTALLATION ANCHOR IS REQUIREDATEACHANCHW LOCATION SHOWN. Z. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OFANCHORSTO BE USED FOR PRDDUCFINSTALATION OFTHE MAXMUM SIZE LISTED. 3. INSTALL INDIVIDUALINSTALLATION ANCHORS WITHIN ATOLEPANCE OF a/Z INCH THE DEPICTED LOCATION &SPACING INTHE ANCHOR LAYOUT DETAILS (I.E, WITHOUT CONSIDERATION OFTOLENINCES). TOLENANCESARE NOTCUMULATIVE FROM ONE INSTALLATION ANCHORTO THE NEXT. /. SHIMASREQUIREDATEACH INSTALLATION ANCiORWTTH LOAD BEARING SHIM(S). MAXDMUMALLOWABLESHIM STAOKTO BE 3/8 INCH. SHIM WHERESPACE OP l/lS INCH OR GREATER OCCURS. SHIMIS) SNARL BE CONSTRUCIEDOF NIGH DENSITY PLASTIC OR BETTER. 5. FOR MASONRYORCONCRETE OPENINGS,1XW000 BUCK MAYBE USED(OPOONALAS LONG AS THE MINIMUM EMBEDMENTAND EWE . DISTANCE RECUUIREMENTSARE STILL MET WITHIN THE CORRESPONDING HOSTSUBSTRATE. SEE GENERALNOTE 03 ON SHEET I FOR MORE INFORMATION. E MINIM UM EMBEDMENrAND EWE DISTANCE EXLOIDEWALLHNWIES,INCLUDING MR NOTUMITED TOSNCC), FOAM, BRICKVENEER,AND SIDING. 7. INSTALLATION ANCHORSAND ASSOCIATED HARDWARE MUSTBE MADE OF CORROSION RESISTANT MATERIALOR HAVE ACORROSION RESISTANT COATIND. L FOR HOLLOW BLOOLAND GROUTFILLm BLOC: W NOTJNSTALL INSTALLATION ANCHORS INTO MONTARJOUTS. EWE DISTANCE IS MEASURED FROM FREE EW EOF BLOCK OR EWE OF MOKTARJOINTINTO FACE SHELL DFBLGCK 9. INSTALLATION ANCHORS SHAD. 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 BY THE ANCHOR MANUFACTURER. 10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK. USE FLAT HEAD ANCHORS. ' ANwaEQfmua fcrNOD wmnlre ANrJpRKJF04B IQIBlIDIp1T EK C310[ OIRAAAOB YATm.fmtm^PlO �pµO1 Id am NUaIia FN IQ,TN:1\aYpEEY4 WLFy-VWN MTIXBOREW ITMwA0.FfW HOQTMTON9ETQm Kerr PBr TER-CHAOM O:ipUQt4MHIBl id O.m nOMTIP � 061 N:EIWIIQNNIFL td 0.m vnm:uN BD^am ` NRPNIIEAON ITHE.AN" PFNGIMTAYAEI'OIO OJp �rN:aKJwaew 81(T000\ONNjtL J1EML na MTIrO vow 371,1 BNN PEIaIMTT WYa1D OLP .IEFAI TKNOaNJRNIE NIr FI TWDN INhM MEApNxfERTNIOR 1b' f1r ODNQETE:To.]OWPN analrmvrAfi vwn ImnmADxFxreQDR QunAL tom• Lm 1llf lrwTAPCW - MTIlAOxxIFRpR QwreL :QUP. OAYRI>u00 PN Mr"TAKOJI 11GIf N�ERRgpRcw Silver Line Aa1xMuvminwm VLIOWigppxm ul LOU9-5 ��� G S A OF:D�� i O.o O ADP'.•'' ^4 C rR muaw�n a'Am1r� FLN: FL14911 DATE 01.23.18 DWG. BY: CHK BY: HR 4N wuE: NTS — — DwaN: SIND050 SHEET: OF 5 Copy RECEIVED REVEWED FOR LVOE COUNTY gt `Permittingcoufl� O= 2447z- NOTICE OF PRODUCT CERTIFICATION ��� P ,� �•� 112 Company: Masonite International Corporation Certification No.: N1013762.04- P Y P 1955 Powis Road Certification Date: 06/26/2017 West Chicago, IL 60185 Expiration Date: 06/30/2021 Revision Date: 01/03/2019 �t Product Metal -Edge Steel Opaque Inswing or Outswing Door w/ & w/o Impact Rated Sidelites (w/Wood Frame unless noted) (Doors Require "HPC" Construction Slabs) " Specification: TAS 201/202/203-94 Glazing: Insulating Glass: 1/8" Tempered Glass/l/8" Heat Strengthened Glass/0.090" Saflex PVB Interlayer/l/8" Heat Strengthened Glass The "Notice of Product Certification" is only valid if the NAM[ 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 anoroved for listine within NAMPS Certified Product Listing ar ivww.ivamrcernucatlon.com. NAMI's Certification Pro ram is accredited b The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & ontswina Opaque Size Pressure Pressure Rated Comments X I/S Single Glazed 3T0 x 6'8" +501-50 0.0psf Yes ATLNC0125.ot-17/W-lssi " Maximum Panel Size: 3'0" x 6'8 X O/S Single Glazed 3'0" x 6'8" +50/-50 3.75 psf Anchor Details-DWG-MA-FL0223-17 Yes ATLNC0125.0l-l7/W-1857/W-I885 6.0 psf' -Maximum Panel Size: 3T-x 6.8" XX 1/9 7,50psf"" AnchorDc6ils-DWG-MA-FL0223-17 Double Glazed 6'0" x 6'8" +501-50 0 psf Yes ATLNC 0125.01-171W-1885 XX Maximum Panu(Sizc: ' x 6'8" O/S Double Glazed 6'0" x 6'8" + 501-50 3.75 psf Anchor Dctnils-DWG-MA-FL0223-17 Yes 6.0 psf' ATLNC 0125.01-17/W-1885 Maximum Panel Size: 3'0" x 6.8- XO/OX I/S Single w/Sidelite Glazed Door 6'0" x 6'8" +501-50 7,50 sf' AnchorDetails-DWG-MA-FL0223-17 Glazed Sidelite 0psf Door -Yes ATLNC 0125.01-17/W-l885 XO/OX Single w/Sidelite O/S Glazed Door 6'0"x 6'8" Sidelite-Yes Maximum Panel Size:3'0"x6'8'7Sidelitc:3'0"x6'8" - Anchor Details•DWG-MA-FL0223-17 Glazed Sidelite +SO/-50 3.75 psf Door -Yes ATLNC 0125.01-nnv-I885 I Single wlSidelites Glazed Door 9'0"x 6'8" Glazed Sidelite 7.50 sf' +501-50 0 AncliorDainii9•DWO-MA-FLO223-17 OXO Single w/Sidelites O/S Glazed Door q °.• x Glazed Sidelite 68 psf , +501-50 Door -Yes Sidelite-Yes ATLNC012S,01.17/W1885 Ma.xlmum Panel Sizc:3'0"x6'8"ISidclite: OXXO 3,75 psf p Door -yes AneliorDctails•DWO-MA Double w/Sidelites I/S Glazed Door Glazed Sidelite 12 4 x 6'8" G•0 psf' 7.50 sf' +50/-5° Sidelite-Yes A1LNC0l25.01.171W Macimum Pano1 SiZ0' 3156) '0"x 6T'1Sid flh;- I'll" 6.8" OXXO Double w/Sidelites O/S Glazed Door 0 psf Door -Yes Anchor Detai1s-DWG_MA-FLo22' * 17 >enotex numper ou uxineThrechole 12'4"x 6'8" Glazed Sidelite +501-50' 3.75psf Sidelite-Yes MaximumpATLNC0125.01-17/W_1$85 anal Size: 3'0"x 6'B'YSiduhte; AnchorDctails-QW National Z_ nenotesZ•5ericsoutnrin Th z rcshntd a Accreditation nl-Dar^OutsninRThreshnldq- 6.0 psf' Door -yes Sidelite-Yes 3'U" x 6•y - GMA-FL0223-17 ATLNC 0125,01-17hy. Maximum 7.50 sf'Size.3.o.' & Management Instit Pro Ta Threshold S. ute, Inc./4794 nPOo"" l"�Thrcsnaltl Panel I885 An De x 6 s /Sidelite; 3 (j tails•DW.O_MA-DWG16'8" Tel: (804 George Wash. I 684-5124/Fax: ng ton Memorial Hi (804) 684-5122 ghway/E[ayes, VA 23072 NAXII AUTHORIZEDSIG - NATURE: / 1 of 3 L. Roberto Lomas P.E. 1432Woodford Rd. .. Lewisville, NC 27023 434-688-0609 rliomasCcDlrlomaspe. com Manufacturer. Masonite Report #: 514008 Date: 05/01/2017 Test Report: N/A Product: Double Door with and without sidelites 12'x6'8" (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/ a w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 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: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi' Side member: Douglas Fr -Larch (G=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: Fes = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi Side,member dowel bearing length: Is = 1.000 in Main member dowel bearing length: 1■ = 1.140 in Mode I Mode I, Mode II Mode III Mode III, Mode IV qm= 636.5lbs/in qs= 884lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014 P = 725.61 Ibs P = 884 Ibs 8: 1.07 8: 0.57 B: 0.5 B: 0.000 Ko = 2AGO Ka = 2.400 C:-427.67 C:-253.62 C: -267.7 C: -93.6 Z„= 302 Ibs Z; 368 Ibs P = 331 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs Ko = 2.400 P = 297 Ibs P = 319 Ibs P = 263 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs Ka = 2.400 KD = 2.400 Ka = 2AOO Duration Factor: CD = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value (ZCD): Z'= 175 Ibs/anchor Solid members w/ & w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw Nominal diameter: D: 0.190 in Root diameter: or: 0.152 in Minimum required penetration: p: 1.140 in Side member: Douglas Fir -Larch (G=0.50) Side member thickness: t,= 1.000 in Side member dowel bearing strength: Fv = 4,650 psi Side member dowel bearing length: I, = 1.000 in Mode I Mode I, Mode II qm= -11752lbs/in qs= 884lbs/in A: 0.0003 P = 13397 Ibs P = 884 Ibs B: 1.07 KD = 2AGO KD = 2AGO C:-4038.9 Z„= 5582 Ibs Z,= 368 Ibs IP = 2287 Ibs KD = 2.400 Min. Design value: Z= 163 Ibs Z= 953 Ibs Duration Factor: CD = 1.6 Allowable Design Value (ZCD): Z.= 262 Ibs/anchor (NOS 2012, TR12) Gap: g: 0.0000 in Moment arm: 0.0000 in Screw bending yield strength: Fyb = 80,000 psi Main member: Steel strap/clip Main member thickness: tm= , 0.048 in Main member dowel bearing strength: F,,, = 61,850 psi Main member dowel bearing length: Im = 1.140 in Mode IIIMode III, A: 0.00059 A: 0.00033 B: 0.57 B: 0.5 C:-3864.9 C: -267.7 Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs P= 2126lbs P= 420lbs KD = 2.400 KD = 2.400 Z= 886lbs Z= 175lbs Mode IV A: 0.0006 B: 0.000 C: -93.6 P = 392 Ibs KD = 2.400 Z= 163 Ibs 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 Ibs 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 Ibs Spacing: 2.00 in Tabulated shear design value: Z = 164 Ibs \N���� . ■ . /� Actual spacing: 3.00 in Reduction factor: 0.91 ` ��\G E 61 ���,t' Allowable Design Value WAN): Z"= - 155 Ibs/anchor • Minimum anchor capacity: 155 Ibs/anchor ,+.. '* • 0 C� 1. •. Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. '�. •' '� �/. TAT OF .• /����ss�4NAt Ea��-Z .. lIIII1� Luis R. Lomas P.E. FL No.: 62514 5/2/2017 1 L. Roberto Lomas P. E. 1432W6odrordRd. Manufacturer. Masonite Lewisville, NC 27023. Report #. 514008 434-688-0609 Date: 05/01/2017 rllomas &Irlomaspe.com Anchor calculations, minimum reauired anchors 36.38 36.38 Design pressure: 60.0 psf r Al i YAz!79.25 RA1Al 72.75 Zone Area Z (ft) Load (Ibs) Ind. (in) Max. O.C. Anchor Result Cap. (Ibs) • Q,y(in) Load (Ibs) Al 2.3 138 N/A N/A 155 1 138 OK AZ 7.7 463 6.00 21.00 155 5 93 OK A3 7.7 463 N/A N/A 155 3 154 OK 37.50 36.38 36.38 37.50 Al Al -I A4 'A4 Y_ Y_ �� Y_ Y_ A]2 j 79.25 j Al A4 A4 Al ` 147.75 Anchor Locations: Desion pressure: 60.0 osf Zone Area z (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) Qty. Load (Ibs) Ai 2.4 146 N/A N/A,. 155 1 146 OK A2 7.9 .473 6.00 21.00 155 5 95 OK - A3 7.8" 468 N/A N/A 155 4 117 OK A4 2.3 138 N/A N/A 155, 1 138 OK A5 7.7 463 N/A, N/A 155 3 154 OK Double door 36.38 36.38 6.00 TYP. 6.00 TYP. 18.1 9 TYP. 3.00 TYP. 6.00 13.45 MAX. O.C. 79.25 6.00 2of3 �NNF IVJ�S•••••'tlii r ='*•' • _ r r 7iTAT aF _ 0.. FSS ORI a�'` `�• Luis R. Lomas P.E. FL No.: 62514 5/2/2017 L: Roberto Lomas P.E. 1432 Woodford Rd. _ Manufacturer. Masonite LewlsvBle, NC 27023 Report #: 514008. 434-688-0609 Date: 05/01/2017 . rllomasCdIrlomasoe.com Double door with sidelites - - 37.50 - .... .J. - -. ._.--. -36.38 - -. - - 36.36 ._ .. .__ i _ _ .__ 37.50 .' - ---_. -.•j 18.75 TYP. 6.00 TYP. L 16.00 TYP. r 18.19TYP. 3.00TYP.! I i 6.00 13.45 MAX O.C. I. I - 79.25 i t i 6.00 1 � Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 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 1/2" 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 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. 3 of 3 `N 'ENO O 51 - �70 TATOF00 0RNow IOQ; ONAL' Luis-R. Lomas P.E. FL No.: 62514 5/2/2017