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HomeMy WebLinkAboutProduct Reviews; Wood Edge Door1111 MASONIT E 314-LITE WOOD -EDGE STEEL DOOR UNIT 8=O" DOUBLE DOOR WITH/ SIDELITES GENERAr N.±+ce 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIDESIGN FOR BUILDINGS AND OTHER STRU�URES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTNE SYSTEM (SHUTTERS) IS REQUIRED, 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, HURRICANE PROTT CTNE SYSTEM (SHUTTERS) IS REQUIRED. 4, ANLYURETFi4NE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84, 5. PLASTICS TESTING; TEST DESCRIPTION DESIGNATION LITE FRAME SELF 10 MON TEMP ASTIR D1929 740 'F > 050 'F RATE OF. BURNING ASTM.D635 0.77 IN IN SMOKE DENSITY ASTM D2643 13.4% TENSILE STRENGTH* ASTIA D6313 7.1-2 DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 TABLE OF CONTENTS SHEET # DESCRIPTION 1 PX AL ELEVA IONS GFN L tTCIT RIN . LOC I NS do • AI 3 0 NG LOCA I S Ae LS J—�— 149'AW. OMU FWE P001 21" MAX 36.375` AfAK. 21 " MAX WXEL OTH AS1TPA0AL 0'L'0' FRAME37,5 De. -T 54 TH 0 0 m sue/ h 5T � TA0 1I1, , 1 I 1 .sufms-apoa uNlr W� erriescar N.7 S. oxti, ar: SWS KURT BALNAZOR FLORIDA P,E �56533 DWG-MA-FLoz17-1 3 3" #8 0 RETAIL_.D" DETo Aim" -�- 1.3750.962- ' 1 T T INSWING THRESHOLD BUMPER OfS THRESHc71 n 1.482" 1.75' 1.047' Z—SERIES Q/S THRESHOLD HIGH DAM O S THRESHOLD a . 4 SEE DIM I '0' J U 6' 6' h x a„ ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH ° THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW BOLT DETAIL F" ASTRAGAL 4 AE HOT MMT II 11 SEE DETAIL „e, 96 % 1—I/2' P11S ltdt MELT 1/2' SITE AW4ntoWM ELABTOb1Ep ;. TYPrCA1 c�AzrNc DI?AII NON —IMPACT r1 ASS ie scut N.T.S. 10". BY., SYiS arc fin X217-17 OF 3 SEE DETA "C' SHT. 7- SPIT. 2 Vf SEE DE1 W •A "D" SHT, a Mr.- ATTACHMENT DETAIL _ __Nw—Imutaam 11. 5" -FT�. 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, > ' t j- 0.25" SIGNED AND SEALED BY LUIS R. LOMDS, PE A (FLORIDA #62514) WITH THE LOWEST (LEAST) CL FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, n4a HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4", 2, THE WOODSCREW SINGLE SHEAR DESIGN VALUES COME FROM "�^ J-.25' w*1 ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHENEMENTIS OF 1-1 2 MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVEMINIMUM EMBEDMENT OF 1-1/4". C 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS, TYPICAL WOOD BUCK ANCHOR INSTALLATION 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 2, 4" X 4" FULL MORTISE BUTT HINGES. 1'X1/2" CORRUGATED %/1OX2" WOOD SCREW 3" FROM EACH END S" FROM EACH END (3_) �tOff2-f2" AND T OC AND 12" OC 0 D SCREEwWSS A&,, ,• •C EACH END AUK p Ab X'C i IL o 4 COMBINATION WOOD COMBINATION WOOD INTEGRAL WOOD MULLION (BOXED) MULLION (BOXED) MULLION (CHS) :s. DWO-uA-Fl0217-17 s>+z _3 or 3 'DoorL ' NOTICE OF PRODUCT CERTIFICATION 4 ckR�gyr Company: Masonite International Corporation Certification No.: NI013747-R2 1955 Powis Road Certification Date: 06/08/2017 i i ,, •� ? F? West Chicago, IL 60185 Expiration Date: 06/30/2025 Revision Date: 07/27/2020 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated- Sidelites t scr�� (w/Wood Fr ame 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 NAbtl 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 NAf1'1I's Certified Product Listing at NAMI's Certification Proeram is accredited by The American National Standards Institute tANRO- 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" +70/-70 0.0 psf Yes ATLNC 100 L0I-13 Single Maximum Panel Size: 3'0" x 6'8" Anchor Details-DWG-MA-FL021 I.17 X O/S Opaque 3'0" x 6'8" +70/-70 3.0 psP Yes ATLNC I001.01-13/W-1857 Single 4.5 psf' Maximum Panel Size: 3'0" x 6'8" 7.5050sfx­F Anchor De oils -DWG -MA FLD211-17 XX I/S Opaque 6'0" x 6'8" +55/-55 0 psf Yes NCfL-210-2930-1 Double Maximum Panel Size: 3'0" x 61" Anchor Details-DWG-MA-FL0211-17 XX O/S Opaque 6'0" x 6'8" +55/-55 3.0 psP Yes NCTL-210-2930.1 Double 4.5 psf' Maximum Panel Size: 3'0" x 6'8" 7.50 psr, Anchor Dc1ails-DWG-MA-FL0211.17 XO/OX I/S Opaque Door 6'0" x 61" +55/-55 0 psf Door -Yes NCTL-210-2930.1 Single a,/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6.8"/Sidelite: 3.0" x 67' Anchor Details-DWG-MA-FL0211.17 XO/OX O/S Opaque Door 6'0" x 6'8" +55/-55 3.0 psP Door -Yes NCTL-210-2930.1 Single w/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size: 3'0" x 6'8"ISidelitc; 3'0" x WS" 7.50psf' Anchor Details-DWG-MA-F1.0211-17 OXO I/S Opaque Door 9'0" x 6'8" +55/-55 0 psf Door -Yes NCTL.210-2930.1 Single s,/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0"x6'8"/Sidelite: Yo",e6'8" - Anchor Details-DW(I-MA-FL0211.17 OXO O/S Opaque Door 9'0" x 6'8" +55/-55 3.0 psP Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size: 3'0" x 61" /Sidelite: 3'0" x 67' 7.50psf' Anchor Details-DWG-MA-FL0211-17 OXXO I/S Opaque Door 12'4" x 6'8" +55/-55 0 psf Door -Yes NCTL-210.2930.1 Double w/Sidelites Glazed Sidelite Sidelites-No MaximumPancl Size; 3'0"x 6'S"/Sidelfte: 3'0" x 6'8" Archor Details•DWG-MA-FL02I ).17 OXXO O/S Opaque Door 12'4" x 6'8" +55/-55 3.0 psf Door -Yes NCTI-210-2930-1 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' I ArchorDctalls-DWG-MA-FL0211-)7 ulruanmu o-Hp-Pam vuiswing T aresnoid 4-Pro T4 Threabold S-tll' Ual9tVing-1'hroshotll National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: �A"� AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS GENERAL NOTES: I. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE (F8q, INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201.94 • TAS 202.94 • TAS 703.04 • ASTM E33042 • ASTM E1896.12 • ASTM E1996-17 • AAMA/WDMA/CSA 101/1.5.2/A440.11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 211 FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X DUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. DUCK DESIGN AND INSTALLATION IS THE RCSPON5IBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFICSITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON•HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTARIED FROM MIAMI•DADE HER OR AN). S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7, IN ACCORDANCE WITH THE CURRENT EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23, B. GLASS MEETS THE REQUIREMENTSOF ASTM E 1300 CLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS, 70 SERIES / V1 SERIES / (2127) SINGLE- HUNG WINDOWS (HVHZ)(IMPACT) MAX OVERALL SIZE CONRG. DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT 52" 73' O/X 455 / -60 PSF lMl/SMI TABLE OF CONTENTS SHEET REVISION SHEET DESORPTION 1 - GENERAL NOTES & GLAZING DETAIL 2 ELEVATION & ANCHOR LAYOUTS 3 VERTICAL SCCRCNS 4 HORIZONTAL SLCTIONS 5 HORIZONTAL & VERTICAL SECTIOU5, INSTALLATION NOTES & REINFORCEMENT DETAILS 43/64' OA. I.G. LAMINATED GLASS CONSISTING OF: 1/8" ANNEALED GLASS 7/32' STEEL SPACER 3/32" ANNEALED GLASS 0,090" SAFLEX PVD INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/32" ANNEALED GLASS l .1 1/8• OR 3/32" MIN, GLASS SETTM BLOCK BITE 7/16" DOW 915 SEALANT TREMCD S700 SEALANT GLAZING DETAIL 1 NOTE: ACCGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. AMERICAN CRAFTSMAN WINDOM SILVER LINE WINDOWS AND DOOi ONE SILVER LINE DRIVE NORTH BRUNSWICK, N108902 PH: (888) 741-0354 J y N = m N z ? W <a n a 6 REMARKS I BY I DATE 7TH FBC EDITION NUS 0J14ia oss0a: I nm approvin8lbis documoi OItlp9;O02''DD',' :p • 7 -pp, Ste• SA OF %* p� O IOP.•'••k7' E \ \ 194 LWM• MAC I G:VG.• 1. isnf C' 0 d°LAC..%ri" ie. r 511 FLNt FL14911 DATE: 01.23.18 DWGHY�'. OiKHc� SCALE: NITS f DING. 0: SWD050 SHEET: r A X. O.A FRAME WIDTH 52" _ MAX. D.L.O. WIDTH 47.69° A B 3 3 3" MAX. FROM CORNERS 6" MAX. O.C. 3" MAX. FROM CORNERS L 6" MAX. 6:25" MAX. I r- O.C. FROM {�- CORNERS f NOTE: ALL FASTENERS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK MUST BE FLATHEAD 12.50" MAX O.C. 6.25" MAX. FROM CORNERS L F •X. _EWATION ANCHOR LAYOUT ANCHOR LAYOUT ALE HUNG WINDOW NAIL FIN -SINGLE HUNG WINDOW THROUGH FRAME - SINGLE HUNG VNDOW SEE GLAZING DETAIL, SHEET 1 INTERIOR _ SEEGLAZING DETAIL, SHEET 1 SEE GLAZING DETAIL, SHEET 1 INTERIOR _ SEEGLAZING DETAIL, SHEE-1 rk-� VERTICAL SECTION VERTICAL SECTION NAIL FIN 3 THRU FRAME INTERIOR SEE GLAZING SECTION FOR - i SEE GLAZING ONSTANT FORCE DETAILSHEETI DETAILSHEEP 1 1 BALANCERS — _mcgFfmr - — � EXTERIOR D.L.O. MAX. FRAME WIDTH © HORIZONTAL SECTION E`. UPPER SASH O { PERIMETER SEALANT MIN. /SUBSTRATE EDGEDISTANCE / BYOTHERS G��lll L ffl MIN, EMBEDMENT —� 1/4" MAX. SHIM SPACE EXTERIOR IS INTERIOR VERTICAL SECTION J THROUGH FRAME (HEAD) l_1I/4" MAX. SUBSTRAT SHIM SPACE BY OTHERS INTERIOR z 1 � EXTERICR EXTERIOR 1/4" MAX, SHIM SPACE INTERIOR ��__ ry// BY OTHERS SCREW IN THE INTERIOR 'CHANNEL MIN, EDGE DISTANCE a SCREW IN THE EXTERIOR CHANNEL Z MIN. EMBEDMENT SUBSTRATE "'•I I-- /—BVOTHERS PERIMETER SEALANT O T BYOTHE1/MAX EXTERIORRS MIN. SHIM SPAC,E EMBEDMENT EXTERIOR INFERIOR 5 HORIZONTAL SECTION � HORIZONTAL SECTION THROUGH FRAME( JAMB) k,4NAILFIN(HEAD) REINFORCEMENT DETAILS ff 0.87" 0.34" �.1.�. 1.._ INTERIOR 1 " TTTTTT_T 0.45" 0.87" OLOCK RAIL TOP O LOCK MEETING RAIL \ BOTTOM LIFT RAIL & SASH ALUMINUM ALUMINUM J ALUMINUM W11N. LIJV C DISTANCE HORIZONTAL SECTION ® VERTICAL SECTION 5 NAIL FIN ()AMB) MEETING STILE INSTALLATION NOTES:: I. ONE (11 INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERA71ON OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH. SHIM WHERE SPACE OF 1/161NCH OR GRCATER OCCURS, SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTICOR BETTER. S. FOR MASONRYOR CONCRETE OPENINGS, 1X WOOD DUCK MAY BE USED (OPTIONALAS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE, SEE GENERAL NOTE 83 ON SHEET 1 FOR MORE INFORMATION, 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST RE MADE OF CORROSION RESISTANT MATERIALOR HAVE A CORROSION RESISTANT COATING, 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 711AN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR IAMB TRACK, USE FLATHEAD ANCHORS, ANCHOR SCHEDULE METHOD BLIBSTRATC ANCHOR SCHEDULE 40N W.BFDMENT VIN. EDGE DISTANCE Y,000: Wfl 60a 0,55 IS V1000 SCREW 15, PAN MEAD 0,79' NAILING PIN ME7AL: III Y'sP4 IS TEH SCREW 3 TWEADS MN FOAUGE 6tlN. PY •Y3N61 PENETIUUrTAL 0tID 0.�' HOPANHEAD IN _--_ EXTCt80R CHANNEL 1$ 0.76• WYOOD IAN, SG • 05o 610FLATREADINTHE 1%7690R CHANNEL IB D 75' PIBPANMUDIN 3THMA081A f Tom' IS OAVOS Et-1. EXTERIOR CMANNEL PENETRATION DEYWID DETAL D.00" mROLroH TRAME AUN FY • "I,`,M P0 TD L THO TIIEDMN IMEftlOR CIWINEL PENETRATION 811YOND 050' PETAL COPN:RETE:!c•7WOP61 1115' HW TAPCON FLAT HEAD 1,2V 1.79, 6/ASON2Y:CMU per POT/ 3n0•N'NTAPCON COOMIN.7J00 PSI FLAT READ 1,2V 17F NERICAN CRAFTSMAN WINDOI .VER LINE WINDOWS AND DOC ONE SILVER LINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (889) 741-0354 N N Qyy y0 jaVi�4 zE AIL z [y s 3oa.s�o rn CO�GZ �, g a�Yff?3 o J( ;'>F v R rc ` a a ��a m� a o17i a <a z SlAX OF i D*, I ,." P+w �u�u. r jm lu I r- 'r "nnonullEN n.v'. FL N: FL14g11 DATE: 111 74 10 SCALE: DWG, 8: