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Home My WebLink AboutWINDOW/DOOR INSTALLATION RESIDENTIAL (3) CL 149'MAX. OVERALL FRAME KIDTH 00 {l 77 O 20.5" MAX 36.315" MAX. � HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT D-iD- PANEL WIDTH r 31,5" MAX. ¢ d 6'-B"DOUBLE DOOR WITH/WITHOUT 810FLITES W/ASTRAGAL I FRAME WIDTH O GENERAL NOTES ® ® 0_U 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 40 U M THE FLORIDA BUILDING CODE AND WHERE PRESSURE U7 REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM m ' 0] DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ^ .- 00 DOES NOT EXCEED THE DESIGN PRESSURES LISTED. o 2, THIS PRODUCT DOES NOT REQUIRE THE USE OF 0 J I` A HURRICANE PROTECTIVE DEVICE(SHUTTERS), m H7 3, POLYURETHANE CORE FLAME SPREAD INDEX OF 50 N AND SMOKE DEVELOPED INDEX OF 80 PER ASTM E84. toa 4. PLASTICS TESTING OF FIOEROHASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM DT929 752'F> 650'F .r RATE OF BURNING ASTM 0635 1 0.56 IN MIN C0 -7 --- SMOKE DENSITY AMM 02843 53.4% TENSILE STRENGTH• ASTM 0630 1 3.2% DIFF • COMPAWIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT W SIDF11 AdMV11 BIDNRA 3 3 i 3} - �N�rn�rn D3rrdisyiDRH9:. vl I1B7791iBd�; U DRIB Z Z N w.?N ' py .,wj��Q ® ® ® ® ® ® ® ® '--- ® ® ® r ® ® ® tnNa KQ2 x Q0c a z .00 �z a Lim �00 00 � � 00 M� �a�ro� Lu SING]E DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIF SINGLE DOOR UNIT SINGLE DOOR N1T W/ 10 I R S DO S 1�„_, C F,�„' DOUBLE DOOR UNIT W/SIDE 11 TES m WITH SID ELRE WITH S10FLIM U.w a u m=Z WHERE WATER I FlL I DESIGN PRESSURE RATING REQUIRED TO BE 15%OF DESIGNPRESSURE /� .2 2/11/05 TABLE_ OF CONTENTS CON IG MAX WIDTH �, WING 0 WING INSWING SWING OUTSWINGr ° Hruc: N.T.S. SHEET$ DESCRIPTION X 37-5 +70:0 -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 +7 .0 .0 X 74 450.5 -50.5 +55.0 -50.5 +1 .0 -19. +40.0 -{0.0 +. .0 -50, VIM�+ SWS CL 1 EL AT10NS k GEN NOTES �-- ONS & DETAILS OX or XO 75 +50.5 -50.5 +55. - 0. +19.0 -T9.0 +40. -40.0 +55.0 -50.6 dHK �., O 0 112, +50.5 - + - 0. +1 .0 -10.0 .+40-0 -40.0 +55.0 -50.5 KURT BALTIiAZOR -- O 3 [ANCHORING LOCATIONS S- � OXXO 149 + 0..� X50.5 +55.0 -50.5 +19.0 -19.0 +40-0 -40.0 t55,0 _-Sp,S FLORIOA P-E. °f��xo Na: O • High Dam Threshold Dealgn $56533 DWG-MA-80120-05 1 SHf17 1 ory3 (fl r i� Q Aug 16 16 01:01 p JBR Exteriors Inc. 7728716377 p.2 Date Approved 06/06/2015 Surnma ducts N It 0 j Model,Number or Name F Description }4334.1 Fiberglass Side-hinged Door Units- 16'-B"Opaque I/S and 0/S Single Door — i Impact Rated Ze j Limits of Certification Agency Certificate App d for use in HVHZ:Yes j FL4334 R9 C CAC NI005930.01.PDF roved for use outside HVHZ:Yes ;Quality Assurance Contract Expiration Date Impact Resistant:Yes F 02/28/2021 Design Pressure:+70.0/-70.0 I Installation Instructions Other:Evaluated for use in locations adhering to the Florida i FL4334 R5 II FL0120.pdf Building Code including the High Velocity Hurricane Zone,and 1 Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: I Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. T-0"x 6'-8" FL4334 R5 AE 5046.odf max nominal size. Hurricane protective system is NOT Created by Independent Third Party:Yes required. See anchor detail DWG-MA-FLO120-05 for additional j information. 14334.2 Fberglass Side-hinged Door Units- B'-0"Opaque I/S and DIS Single Door f Impact Rated 'Limits of Use t Certification Agency Certificate `~ Approved for use in HVHZ:Yes FL4334_R9 C CAC NI005930.02.PDF Approved far use outside HVHZ:Yes I! pp !Quality Assurance Contract Expiration Date Impact Resistant:Yes i 02/28/2021 ` Design Pressure:+70.0/-70.0 j Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FLO21.pdf Building Code including the High Velocity Hurricane Zone,and: Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports I does not exceed the design pressures listed. T-0"x 8'-D" i FL4334 R9 AE 503B.odf max nominal size. Hurricane protective system is NOT Created by Independent Third Party:Yes I required.See anchor detail DWG-MA-FLO121-05 for additional R Information. i 4334.3 Fiberglass Side-hinged Door Units- 18'-0"Opaque O/S Door w/or w/o Sidelites ! Impact Rated i Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.02.1`0F Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure: +55.0/-50.5 i Installation Instructions I Other: Evaluated for use in locations adhering to the Florida FL4334 R9 H FL0121.pdf Building Code including the High Velocity Hurricane Zoner and I Verified By:National Accreditation&Management Institute j where pressure requirements as determined by ASCE 7, i Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, i Evaluation Reports i does not exceed the design pressures listed. 12'-0"x 8'-0" € FL4334 R9 AE 501B.3df max nominal size. Hurricane protective system is NOT i Created by Independent Third Party: Yes 1 required. See anchor detail DWG-MA-FL0121-OS for additional -- — i information. [ 4334.4 Fiberglass Side-hinged Door Units- 18'-0"Opaque I/S Door w/or w/o Sidelites Impact Rated j Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC Ni005930.02.PDF Approved for use outside HVHZ:Yes Quality,Assurance Contract Expiration nate Impact Resistant:Yes 102/28/2021 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R9 IT FLO121.ridf I Building Code including the High Velocity Hurricane Zoner and I Verified By:National Accreditation&Management Institute i where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, I Evaluation Reports does not exceed the design pressures listed. 12'-0"x 8'-0" I FL4334 i79 AE 501B,pdf max nominal size. Hurricane protective system is NOT Created by Independent Third Party:Yes required. See anchor detail DWG-MA-FLO121-05 for additional information. .4334.5 j Fiberglass Side-hinged Door Units- 6'-8"Opaque O/S Door w/or yr/o Sidelites Impact Rated i Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC N[005930.01.PDF i I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+55.0/-50.5 I Installation Instructions Other:Evaluated for use in locations adhering to the Florida ! FL4334 R9 IT FL0120.pcf Building Code including the High Velocity Hurricane Zone, and I Verified By: National Accreditation&Management Institute j cl? Lo CL00 -- R) O SEE DETAIL 3. 6" - 6" -7 �D cl 'E" SHT. 2 3. y — 3• 3w t v1 O a U x C� ry U �_ eo r a Z a SEE DETAIL. a ~LLI N 'D"SHF. 2 - N r SEE DETAIL B w "C•SHT. 2 A ww h � g• I^ a g J�� a; o�a- 3" I lh k 3. 3• 3.6 6" 3. 3' a AddFAdSTIMN41d SEE DETAIL 6' 6' - to ur qA rn U)vi Od' 11'!.0.•.NsoaSg _ 'F' SHF. 2 m o ATTACHMENT DETAIL 1.25 HARDWARE SCHELE 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, -0.25' MIN c - DU a o MA7c 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND a c1 SIGNED AND SEALED BY R08ERT0 LOMAS, PE SHIM SFRIES 980 GRADE 1 DEADLOCK HARDWARE TO HE INSTALLED N a Ono o (FLORIDA X62514) WITH THE LOWEST (LEAST) �_ o �oo- DL- AT 5�-1/2" CENTERLINE. W�w=�- `20 BEING20 FASTENER CONSADERED FOR USE.TING FROM THE DI JAMB, IANDRS Fir, 2. 4" X 4" FULL MORTISE BUTT HINGES, a=23a�f THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE X10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY o SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION rn N N a LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2", n WOOD SCREW EDGE DISTANCE MIN 3/4". 1"x7/2' CDRRUGATED glox2•WOOD SCREW (z� 1oxz UJ s. ,. t, 3'FROM EACH END 6 FROM EI�CH END 0 D SCRE S AND 7' OC AND 12 OC EACH END I ry 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUFS COME FROM 1.50'T I m ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN ^0.25 AX OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM AEkI&C fi- I MINIMUM EMBEDMENT OF 1-1/4", I " CAULK aTE+ 2 11 05 cL— �— AC y�ICI SCUE N.T.S. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO i CAULOIK -CL ow.er: Sws Q TRANSFER LOADS TO STRUCTURE. AHK,en 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE DmmNo NO.: o ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) OWO-WA-FL0720-05 �p SHUT 3 OF 7 CD Q 0 6' SEE DETAIL 6' I II I II t � �O 8 _.f 8" 8"�I_ Q 2 .7 a SEE DETAIL r- r` SEE DETAIL o W SEE DETAIL 'C" — A W 6 � — "0• - • 8 K a G 'n C H n H lit q S. 3' � �Jas o 0 t S Ay I I I I I 11 I 1 I ? '+p 3 ha 3" 1" 3' 3' 3• 3• 6" ^ CL e SEE DETAIL #8 x 2-7/2" N Z ASTRAGAL RETAINER B01_T HOLE MUST BE DRILLED THROUGH in—IF¢az o #8 x 2-1/2" #10 x 5/8'#10 x 2\ THE THRESHOLD & INTO THE c� uo°- STRUCTURE DEEP ENOUGH DETAIL "E" ASTRAGAL ci FOR A 1,375' THROW cATFACH ASTRAGAL RETAINER BOLT #8 x 2-1/2" #10 x I" STRIKE PLATE TO f RAMS DETAIL "F" ASTRAGAL �o o or n o #10 x 5/8� #10 x 1„ AS SHOWN. N in AS N O 0121'ANkFn,C0 DECORAMi t 445MI y X M h#10 x 2" 0.080'SALE%156 (OPTIONAL) Lu DETAIL "C" bleldunlD11Ai11 0.144'ANNEAMA .0124'TEMP. 0� DETAIL "D" TYP, cwka5mN9,: m RvFie+fedBy. Z Dole q ALUMINUM OR 6UM SPACER /B x 7-T/2'PHS ' Lxrt: 2111/05 vM1 L 0.962.1 DOW 832 " DOW 832 SCM: N.T.S. rL 1.75" k1.047' OR EQUAL of EQUAL 0W0.✓y: SWS �s :; � 1.375" Cl� EXTERIOA 1ti1E8106 ctix.en T T T TYPICAL GLAZING DETAIL QHAWM HO" o INSWING THRESHOLD OUTSWING THRESH90 HIGH DAM O/S THRESHOLD IMPACT.�1T€p�zlA DWO-MA-FLOW-05 �p sN�T 2 or 3 CD Q l Wcj 149'W.OVERALL MWE WIDTH a: DO U O HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT D1.0. __36.375"WIDTH' 37.5" NAX. q p�D 6'-8'DOUBLE DOOR WITH i WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH J I. EVALUATED FOR USE IN LOCATIONS ADHERING TO LOU co THE FLORIDA BUILDING CODE AND WHERE PRESSURE Ln �_ REQUIREMENTS AS DETERMINED DY ASCE 7.MINIMUM w Lo DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, .�lLJ 00 00 DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2.c\j THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). o 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 80 PER ASTM E94. 4. PLASTICS TESTING OF FIBERGLASS FACING: y TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP I ASTM D1929 752'F> 650'F RATE OF BURNING ASTM D835 _ 0.56 IH MIN C-1 � SMOKE DENSIM AS1M D2943 63.48 TENSILE STRENGTH- I ASTM D898 12% OFF COMPAR0VE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON NRC METHOD 1 O DOUBLE DOOR UNIT WISIDELITES Ad�n9mloNAW OW E D CBDTpnmaol. In Z ZLn uJ4 CL g[� � N � D za 1311 1313 11 1313 13 13 13 13 � � <(Ag(rao 17 y...I(A fa Z LA .0 0 0 or," � �. .n � � �. ou z_ ZomU � � a=CW'14�Z ¢ OD 00 0 0 �� flu on 0 L�Sn��m4 X W SINGLE DOOR UNIT DOUBLE DOOR UNIT 4JnIGLF DOOR UNIT SINGLE DOOR UNIT .$/)4fLF DOOR UNIT W/SID LRS DOUBLE OOOQ I1NIT W/SIDFt RES mWITH SIDFI I,TE WITH SIQEI<TE I+.w o U m 2 z - WHERE WATER INFILTRATION P O CE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE 2111/0 TABLE OF CONTENTS - N I X WIDTH INSWING OUTSWING INSWING I OUTSWi G ING- i- "" 7 WALE: N.T.S. SHEET If DESCRIPTION 7.5 +70,0 - + 0.0 - 0.0 +19,0 -19.0 + 0. -70.0 +70.0 -70.0 XX 74 +50.5 -50,5 �0 - t19.0 -19.0 +-0 -40.0 +55,0 -50.5 0gI': $WS 1 I LEVO ION k GENERAL NOTES OX or O 75. +50.5 -50.5 +19.0 .0 +4n. -40.0 +55.0 -50,5 2 ANC ONS & QETNLS -- cm" 0X0 - 11 .5 +50.5 - 0. +1 . -1 .+h0. -40. 5. - KURT BALTHAZORO 3 A C OfiINC LO TIN & D NLS tsgwxc xo.: OxxO 148 + D.5 - ,5 + , - . +1 .0 -t9.0 +40.0 -a0.0 t37.0 - FLOPIDA P,E, High Dom hreahol Oaslgn J56533 OWO-MA-FLO120-05 (� SHEET 1 of H9 r 7 Q