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Home My WebLink AboutFIBERGLASS DOORS111 MASONITE. STORMGUARD FIBERGLASS DOOR UNIT 6'-B" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING 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. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. PLASTICS TESTING: 1 TEST DESCRIPTION nrcicuaTlnu CArINC IIW M.- SELF IGNITION TEMP ASTM D7929 752 'F > 650 'F 842 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN MIN 1.28 IN MIN SMOKE DENSITY I ASTM 02643 53.4%t 1 70.2% TENSILE STRENGTH- I ASTM D638 3.2% DIFF 1 1.8% DIFF 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TGQT nmraiPTlnu nFCICIdATInId DMI If SELF IGNITION TEMP ASTM D1929 779 'F > 650 'F RATE OF BURNING ASTM D635 0.0 IN MIN SMOKE DENSITY ASTM D2843 39.0% TENSILE STRENGTH* ASTM D638 1 3.6% DIFF Wmr-Ivc IcmI= QIKCNUIFI NICK WY IKCKINU 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR U UlJ 149' MAX. OVERALL FRAME WIDTH 21" MAX 36.375" MAX. D.L.O. PANEL WIDTH 37.5" MAX. W/ASTRAGAL FRAME WIDTH co N 0 rld ME SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELITE WITH SIDELfiE DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT WISIDELffES DOUBLE DOOR UNIT W/SIDELITES STRUCTURAL DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING ALL OUTSWING INSWING BUMPER 0'-S Z-S I 0 S T4 0 S HIGH DAM 0 S X 37.5 +60.0 - .0 +60.0 -60.0 N A +25.0 -25.0 +40.0 -40.0 +60.0 -60.0 +60.0 XX 74 + .0 -50.5 +55.0 -50.5 N/A +2 .0 -2 .0 +40.0 -40.0 . + 5.0 - 0. +55.0 -50. OX or XD 75 +50.5 -50.5 +55.0 -50.5 N A +25.0 -25.0 +40.0 -40.0 + 5.0 -50.5 + 5.0 - 0.5 OXO 112.5 +50.5 -50.5 +55.0 -50.5 N A +2 .0 -25.0 +40.0 -40.0 +5 .0 -50.5 +55.0 -50. OXXO 149 +50.0 - 0.5 +5 .0 -50.5 N A +25.0 -2 .0 +40.0 -40.0 + 5.0 -50.5 +55.0 -50.5, TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS do GENERAL NOTES 2 ANCHORING LOCATIONS do DETAILS - ANCHORING_LOCATIONS_B�DETAILS RECEIVED JUL 0 5 2018 sr.Iv. N.T.S. DWG. BY: SWS CHK aY: KURT BALTHAZOR DR MNG ND.: FLORIDA P.E. DWG-MA-FL0170- #56533 SHEET 1 OF 3 ST. Lucie County, Permittin 6" SEE DETAIL 3 3` E' 3" B � 3" Q 3" 6" g• g• 6" 3" B A O O I llll 6" g• 6. 3• g• j It. 6 3.6 3• rE 3" F 3• t r 1-�- 3 3" 3• B" SEE DETAIL _76" #8 x 2" "F• a I.I N EE DETAIL 0. 6" ASTRAGAL RETAINER BOLT HOLE #8 x 2" #10 x 5/8" ° TMUST BE DRILLED THE THRESHOLD &IiROUGH NTO THE #10 x 5/8" STRUCTURE DEEP ENOUGH #8 x 2" #10 x 1" DETAIL "E" ASTRAGAL FOR A 1.375" THROW #10 x 2-1/2" � ATTACH ASTRAGAL RETAINER BOLT DETAIL "E" ASTRAGAL #10 x I" "STRIKE PLATE TO FRAME Ad aAntoNA)A -410 x 5/8" AS SHOWN. DETAIL "C" i_ 0.962*1 0.090• D.11224"" SAR"StRENGTHENEI 1.375" 0.124• HEAT STRENCIHENp T INSWING THRESHOLD T BUMPER 0/S THRESHOLD 1 � 1 1.482" 1.75• 1.047" DOW 1.437• T T T A. Z—SERIES 0/S THRESHOLD HIGH DAM O/S THRESHOLD 14 O/S THRESHOLD -DECORATIVE INSERT 0.124' HEAT STRENGTHENED � rDECORATIVE INSERT (TONAL) 0.090• SAFLEX (NOA 15-1201.11) j----' (OPTIONAL) .0124• TEMP. 0.124" HEAT STRENGTHENED—P► �—.0124• TEMP. 1/2• SITE —�R= 1/2• BITE 5!i VDOW 995 DOW 995%� •iy•: �99w 995 SOUS H.T.S. E10EMOB INIMI0B EXTERIOR [UTERI 08 CHIC BY. - TYPICAL GLAZING DETAIL ALTERNATE GLAZING DETAIL DRAWING NO -- IMPACT RATED GLASS IMPACT RATED GLASS DWG—MA—FLO170 SHEET 2 OF 3 SEE DETAIL "C" SHT. 2 AddeMunroNAN➢ Celtfi�GalNo.:. oA OaBa 'BY ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMDS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK• SCREWS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2. WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE DISTANCE MIN 1/2". 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE 3- I I C 6"3 1 1 r n. I � 6" N U a SEE DETAIL } -D" SHT. 2 0 w w o 'i ui v G I I I I I� _ _ W a a — 0 w w B II II II II a I m 3- � � e 6 3�� I— e g" � 13"6" Y � I— 3.1 1MINw > •. t - 0M./2�5" SHIM 3" FROM " 1.25" 3- AND CL —I �— MIN • f. _ �. SHIM TYPICAL MASONRY CL ANCHOR INSTALLATION' ,'•;' • 1X BUCK MASONRY COMBINA 1.50" ANCHOR INSTALLATION MULLION 0.25" 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN MAX (3) �1ox2-z' ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM Wo D SCREWS OF 1-1/2 MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL—� I_ EACH END MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ' TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD MULLION (CHS) HART)WARF gr.WFT11 II F 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. CORRUGATED {J10X2" WOOD SCREW 7E-ACHOC END 6" FROM E �D 12'COCEND AC&�C CAULK ACRYLICA CAULK CL i TION WOOD COMBINATION WOOD (BOXED) )) MULLION (BOXED) (4WO6D SCR EWS• EACH END A INTEGRAL WW MULLION (CHS) sr M M.T.S. DWG BY. SWS CHK. BY: OF NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: 1955 Powis Road Certification Date: West Chicago, IL 60185 Expiration Date: Revision Date: NI007077.07-111 05/22/2017 12/31/2020 09/27/2017 WV *' Product: Fiberglass Impact Rated Opaque Inswing or Outswin Door w/ and w/o Impact Rated Sidelites `�.�. g Pg g P (w/Wood Frame or Worldwide Composite Frame' unless noted) Specification: TAS 201/202/203-94/ASTM E330-02 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 (ANSD. 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 US Opaque 3'0" x 68" +60/-65 0 psf Yes NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16 Single Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 X O/S Opaque 3'0" x 6'8" +60/-60 3.75 psf/ 6.0 psf t Yes NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16 Single 10.5 psf 2/9.0 psf 4 Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 XX US Opaque 60" x 6'8" +501-50.5 0 psf Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double Maximum Panel Size: 3'0" x 6'8' Anchor Details-MA-FL0170-07/W-1807 XX O/S Opaque 60" x 6'8" +551-50.5 3.75 psf/ 6.0 psf t Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double 8.25 psf 1/8.25 psf 4 Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 XO/OX US Opaque Door 60" x 6'8" +50.51-50.5 0 psf Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 XO/OX O/S Opaque Door 60" x 6'8" +55/-50.5 3.75 psf/ 6.0 psf t Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite 8.25 psf 1/9.0 psf 4 Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 OXO US Opaque Door 910" x 6'8" +50.51-50.5 0 psf Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1807 OXO O/S Opaque Door 910" x 6'8" +551-50.5 3.75 psf/ 6.0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelite 8.25 psf 1/9.0 psf 4 Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FLt1170-07/W-1807/W-1835 OXXO US Opaque Door 12'4" x 6'8" +501-50.5 0 psf Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-1907 OXXO O/S Opaque Door 12'4" x 6'8" +551-50.5 1 3.75 psf/ 6.0 psf' Door -Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelite 8.25 psf z/8.25 psf 4 Sidelite-Yes Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Details-MA-FL0170-07/W-18071W-1835 1-Denotes Z-Series Threshold Design 2 -Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: