The URL can be used to link to this page

Home My WebLink AboutProduct Approval i BC1S Home Log In ; User Registration clot Topics i Submit Surcharge Scats&Facts Publicatlons FBC Staff BCIS Site Map Unks ' Search Bus�ness� ProfesslondI ser ( tK" `�U ER: u Public ic Approval 121 L) (Z� Product'AQproval Menu>Product or Application Search>Anolt{.ation List>Application Detail -.�. � � � FL# FL8228-R7 .� 4. Application Type Affirmation REVIEWED FOR Code;Version 2014 ^ Appiication Status Approv�N®DE COMPLIANCE Comments ST LUCIE COUNTY Archived BOCC Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative �� ®�"d, Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standartl year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 jr TAS 202 1994 Equivalence of Product Standards Certified By Documentation from approved Evaluation or Validation Entity Product Approval Method Method 1 Option A Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 ;`,Summary of Products FL# IModel,Number or Name Description 8228.1 Fiber lass Side-Hin ed Door Unit 6'-8"Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC N1006900.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+85.0/-85.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 II FL0160Dx.pdf Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7,does not exceed the design Created by Independent Third Party: pressures listed.3'-0"x 6-8"max nominal size. Evaluation Reports Hurricane protective system required in HVHZ,but not FL8228 R7 AE 504A.pdf required in the Wind Borne Debris Region. See DWG-MA- Created by Independent Third Party:Yes FLO160-07 for additional information. 8228.2 Fiberglass Side-Hin ed Door Unit 8'-0"Opaque I/S and 0/5 Sin le Door Limits of Use Certification Agency!Certificate Approved for use in HVHZ:Yes F1,8228 R7 C CAC N1006900.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 II FL0161Dx.pdf Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7,does not exceed the design Created by Independent Third Party: pressures listed.3'-0"x 8'-0"max nominal size. Evaluation Reports Hurricane protective system required in HVHZ,but not FL8228 R7 AE 503A.Ddf required in the Wind Borne Debris Region.See DWG-MA- Created by Independent Third Party:Yes FL0161-07 for additional information. 8228.3 Fiberglass Side-Hinged Door Unit 6'4'Opaque Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC N1006900.Oi.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 I1 FL0160Dx.pdf Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute dete-mined by ASCE 7,does not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports Hurricane protective system required in HVHZ,but not FL8228 R7 AE 502A.pdf required in the Wind Borne Debris Region.See DWG-MA- Created by Independent Third Party:Yes FL0160-07 for additional information. 8228.4 Fiberglass Side-Hinged Door Unit 6'-8"Opaque Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC N1006900,01,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL�228 R7 II FL016ODx.pdf Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7,does not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-B"max nominal size. Evaluation Reports Hurricane protective system required in HVHZ,but not FL8228 R7 AE 502A.9df required in the Wind Borne Debris Region.See DWG-MA- Created by Independent Third Party:Yes FLO160-07 for additional information. 6228.5 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Inswing Single or Double Door w/or w/o Sidelites Ll is of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC N1006900.02.Ddf i i i i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/3.1/2020 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 lI FL0161Dx.odf Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7,does not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports Hurricane protective system required in HVHZ,but not FL8228 R7 AF 501A.pdf required in the Wind Borne Debris Region. See DWG-MA- Created by Independent Third Party:Yes 1 FL0161-07 for additional information. 8228.6 Fiberglass Side-Hinged Door Unit 8'-0'Opaque Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate 1 Approved for use in HVHZ:Yes FL8228 R7 C CAC N1006900.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-50.5 installation Instructions Other.Evaluated for use in locations adhering to the FL8228 R7 II FLCi.6a Dxof Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7,does not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports Hurricane protective system required in HVHZ,but not F18228 R7 AE SO1A.odf ire he Wind Borne Debris Region. See DWG-MA- Created by independent Third Party: Yes FLO. 61-07 f additional information. 8228.7 Fiberglass Side-Hinged Door Unit 6'-8"Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC N1006900.03.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+52.0/-52.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 II FL01621)x,ndf Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7,does not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports Hurricane protective system required in HVHZ and the FL8228 R7 AE 502A.pdf Wind Borne Debris Region.See DWG-MA-FLO162-07 for Created by Independent Third Party:Yes additional information. 8228.8 Fiberglass Side-Hinged Door Unit 6'-8"Glazed Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC N1006900.03.pdr' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 11 FL0 62.Dx,ndf Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7,does not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports Hurricane protective system required in HVHZ and the FL8228 R7 AE 502A.pdf Wind Borne Debris Region.See DWG-MA-FLO162-07 for Created by Independent Third Party:Yes additional information. 8228.9 Fiberglass Side-Hinged Door Unit 8'-O",Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC N1006900.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date - Impact Resistant:No 12/31/2020 Design Pressure: +40.0/-45.0 lInstallation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 11 FL0163Dx.odf Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7,does not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal,size. Evaluation Reports Hurricane protective system required in HVHZ and the F1.19228 R7 AE 501A.pdf Wind Borne Debris Region.See DWG-MA-FLO163-07 for Created by Independent Third Party:Yes additional information. 8228.10 Fiberglass Side-Hinged Door Unit 8'-0"Glazed Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC N1006900.04.od"r Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i i Impact Resistant:No 12/31/2020 Design Pressure:+43.0/-47.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 II FLO163Dx.adf Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7,does not exceed the design Created by Independent Third Party: Pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports Hurricane protective system required in HVHZ and the I FiJSZZ8 R7 AE 50IA.p f Wind Borne Debris Region.See DWG-MA-FLO163-07 for Created by Independent Third Party:Yes additional information. 8229.11 Fiberglass Side-Hinged Door Unit 6'-8"Impact Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL8228 R7 C CAC N1006900.05.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+52.0/-52.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 IT FLO162Dx.odf Florida Building Code not including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7 do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size.See Evaluation Reports DWG-MA-FLO162-07 for additional information. FL8228 R7 AE 502A.odf Created by Inde endent Third Party:Yes 8228.12 Fiberglass Side-Hinged Door Unit &-8"Impact Glazed Outswing Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL8228 R7 C .CAC NI006900.05.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55:0/-55.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228 R7 II FLO162Dx.odf Florida Building Code not including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7 do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6-8"max nominal size.See Evaluation Reports DWG-MA-FLO162-07 for additional information. FL8228 R7 AE 502A.Rdf Created by Independent Third Party:Yes 8228.13 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL8228 R7 C CAC N1006900.0f_.pAf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+40,0/-45.0 Installation instructions Other:Evaluated for use in locations adhering to the FL8228 R7 11 FL0163Dx.odf Florida Building Code not including the High Velocity Verified By: National.Accreditation&Management Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7 do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.See Evaluation Reports DWG-MA-FLO163-07 for additional information. FL8228 R7 AE 501A.odf Created by Independent Third Party:Yes 8228.14 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed Outswing Single or Double Door w/ ' or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL8228 R7 C CAC N1006900.06.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+43.0/-47.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL8228_R7 II_FLQ1.0. :_pdf Florida Building Code not including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7 do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size.See Evaluation Reports DWG-MA-FLO163-07 for additional information. FL8228 R7 AE SOIA.2df Created by Independent Third Party: Yes Back Next Connn 11 ::1940 Norrh Monroe Strret,Tallahassee F4 32399 Phone:850-487-1824 The state of Florida is an AAIEEO employer.,Copyright 2007-2013 state or Florida.::Privacy Statement::Accessibility statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395. I 2 lag'!lA7L 04FR411 FRAME WIDTH Q 2 O O FLUSH GLAZED FIBERGLASS DOOR UNIT 25"MAX 36.375'MAX. '�-•D.LO. PANEL WIDTH 37.5'MAX. O i U� V-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDEL ITES ( WIASTRAGAL r FRAME WIDTH J GENERA NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7,MINIMUM a C> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, I _ DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ! ,i �O 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ), "+ ;III I: '� HURRICANE0 Z m PR TECTNE SYSTEM(SHUTTERS)IS REQUIRED. I � !� .� O e-h 3. WHEN INSTALLED IN THE WINO-BORNE DEBRIS REGION, ! ( 10 W IXCLU0.NG THE HIGH VELOCITY HURRICANE ZONE(NV12), � �p I � I � � L HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON PANELS WITH IMPACT CLASS,BUT IS REQUIRED ON PANELS WITH NON-IMPACT CLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 g !! AND SMOKE DEVELOPED INDEX OF 6 PER F 1 EB4. II o POLYSTYRENE CORE EDFLAMEIN SPREAD INDEX15P OF T AND SMOKE DEVELOPED INDEX Of 115 PER ASTM E84. ! 8g�g S. PLAT 1) TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT_,_ ! .:-•�1 _. I _ I I: f 2S Y 6 SETA IGNITION TEMP I ASTM 01929 1 752-F>650'F RATE OF BURNING ASTM D635 0.56 534RIN�MIN SMOKE DENSITY 1 ASTM D2B43 TENSILE STRENGTH' 1-ASTM 0638 1 3.27 DIFF ..................._ ��1 �� 6. PLASTICS TESTING Of LITE FRAME MATERIAL TEST DESMPDON DESIGNATION RESULT SELF IGNITION TEMP ASTM 01929 740'F>B50'f D.Owll E DOOR UNIT W/STD-I S a al RATE OF BURNING ASTM D835 T0,77 IN/A1IN m I i SMOKE DENSITY _�ASTM 02843 T 13.4_9. -� ��"N� _`4m ' TENSILE STRENGTH- I ASTM 0638 1-7.50%DIFF +COMPARATIVE TENSILE STRENGTH AFTER WEATHERING gytB1- 4500 HOURS XENON ARC METHOD 1 D2b R-' (•. w _ I .Fr Q SINGLE DOOR, UNIT DD:BI F DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNR SINGLE DOOR UNIT W/SIDEI TIES DOUBLE DOOR UNIT w/singorm WITH SID1ffE 11l 5-10 RE I QZ . _ W HERE WAT INFILTRATION PENFO-RMANCE�5 -1 r TABLE OF CONTENTS _ DESIGN PRESSURE RATING REQUIRED TO BE 15%OF DESIGN PRESSURE wTe: 10 T5 ��0''NF1�G ! MAx WIDT INSWING OUTSVA D:CAP 1 5 BUMPER 0 S Z-SERIES O S i HI OAM O 5 sevs8 N.i.S.SHEEP D_ESCRIPTONr IT _3j,5` ..+55.0-r -60.0 +fi0,0 -55.0 +11AN -60.0 +3 U - .D +40.0 U4 S +47.0 -47A vAc.ey, SWS I I,TYPICAL ELEVATIONS k GENERAL NOTES ((-- %X 74+55.0 -fiO.0 +60.0 -55.0 +55.0- -40.0 2 TAJCt/ORING LOCATIONS&DETAILS OX XO 75 +55.0 -60.0 +fiO.0. -5.0 rA +35.0 -35.0 +40.0- -40.0 +SILO -47.0 �! 3 I ANCHORING LOGTIONS&DETAILS i OXO T12.5 +55.0 -60.0 +fi0.0. -SOLO +47.0 -97.0 KORT BALTHAZOR puyNO�_ OXXO 149 +55.0 -60.0 +fi0.0 -55.0!.. N A +35.0. -35.0 +SOLO -SOLO +47.0- -47,0 FLORIDA P.E. DW'G-M4-FL0182-15 _. 856533 __........................ surer 1 or 3 ....-.....,.-..._.m................................._ i CL. cc cri SEE MAIL 6 'o .'E' 0 �3 _ '��_ —#< IIII 3- uj 5 Lu 1 SEE DETAIL.. �I SEE DETAIL S.DETAIL (A� A 2 OG—6. pig, �i4 3- 61 SEE DEIAIL clSMaSm #10 2' #6 x 2-112" 118 x 2-112" ASTRAGAL RETAINER BOLT .#10 x 518" OU HOLE LIST BE DRILLED THROUGH A x 2-112' #10 x I" Za�7j�THE THRESHOLD & INTO THE 2 //10 x 518' Dff&L--j-.ASTR4r.4 DEEP ENOUGH _' H #10 x I' MI ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW #10 x 2"-' FRAME DOOR STRIKE PLATE To FRAME QETAIL--ZLAS—rRAGAL DETAIII 'I)' AS SHOWN. DErAIL DECORAMW MORT FACrWY TYPICAL &09or Wm (opnom) APPLIM 0.124"AVJEAMD— —.M24"TEMP. T- FIA WMV rAcmRr ED F�ORY Appl--M WPUID wKRmV;o P,>WZR SEVwr mTr. 0.962 POLYUER sFNANi M.01. SWS T T INSWING THRESHOLC QUISWINQ JZEICA& GATING DETAIL HIGEJ DAM aalqAl,-.PJAZING QUAIL DRA"G M-- _J±ijtgEZjHOLp IMPACT RAM GLMS ............... ...... SEE DETAIL 6 -E SH-T.2 cc V 8 .; cr) Cc) 6'� 1 I 'k I 6" 01, LV SEE DETAIL �21 C-) 'u) SEE DETAIL c 'C'SHT.2 S. DA- CA (GD— C. I-F I 1-6" Ey 6' 1. • 6— 3' 7JL ' 3.6. SEE DETAIL Ell: 13 is 'F'SHT.2 6 ATTACHMENT DETAI 1.1SWIKSET9SERGIES 400 GRADE 3 CYLINDRICAL LATCH AND GNED AND SEALED BY ROBERTO LOW-AS, PE AT 5-1/2" CENTERLINE. SERIES 30 RACE 1 DEADLOCK HARDWARE TO BE INSTALLED 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPAREC, 2.14" X 4" FULL MORTISE BUTT HINGES.1.25�. (FLORIDA #62514) WITH THE LOWEST (LEAST) 25' Ulm FAS TENER RATING FROM THE DIFFERENT FASTENERS I'x 2' ORRUGATED ilOX2-WOOD SCREW BEING CONSIDERED FOR USE. JAMB, HEAD, AND som 3'I/RolACEACH END 6'FROM EACH END IA25" AND 7'OC THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL IN A I (�)ND 2*OC 0 zII T 0 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. I 0.25' A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". An DISTANCE AN� CL WOOD SCREW EDGE DIST MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY _�-Al IIC DISTANCE MIN 1/2-. ANCHOR INSTALLATION I S, L13 CAULK CL 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO ACHIEVE 3 THREADS 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD MINIMUM BEYOND STEEL INTERIOR SURFACE. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)so" MIN -0.2S MAX Q�ogl=-Y2'V 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM. SHIM D SCR �S aZ ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT EACH END OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL 8/10/15 MINIMUM EMBEDMENT OF 1-1/4". N.T.S. 4. VYUL)U BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO I- - SWS TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD MULLION (CHS) i i -.....- 149'W.OWRk L FRAME WIDTH ¢ 000 O FLUSH GLAZED FIBERGLASS DOOR UNIT 25"MAX 36.375'MAX. U Q LO 6'$"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES I f.D.L.O. t--PANEL WIDTH�{ FRAME WIDTH TH 1 W/ASTRAGAL I J _ GENERAL NOTE I� i ~_0 i 1. _VALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7,MINIMUM d U DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. LL U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. I 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ), I Z HURRICANE PROTECTIVE SYSTEM(SHUTTERS)IS REWIRED. m 3. WHE14 INSULLED IN THE WINO-BORNE DEBRIS REGION, ? Tn IXCLAJDING THE HIGH VELOCITY HURRICANE ZONE NYHZ, >g5 HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED(ON ) PANELS WITH IMPACT GLASS.BUT IS REWIRED ON PANELS WITH NON-IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.POLYSTYREN-CORE FLAME SPREAD OF 15 AND SIAOKE DEVELOPED INDEX OF 115�PER ASTM E84. I �l 5. PLASTICS TESRNG OF FIBERGLASS FACING: I ( a 1 TEST D I ON E II PR DESIGNATION RESULT SELF IGNfiKIN TEMP A51M 01925 752'F>850'F -� �_..... RATE OF BURNING, ASTM D635 0.56 IN1MIN l m� SMOKE DENSITY ASTM D2B43 53.4R-- ' iTENSILE STRENGTH•(I. PLASTICS TESTING OF LITE FRAME MATERIAL: o 0 TEST DESCRIPTION DESIGNATION RESULT SELF IGMION 7EMP ASTM D1929 740'F>650'F �(21TB1.F DOOR UNIT W/51DEi ITES & a, RATE OF BURNING ASTM D635 0.77 W IN rn} I SMOKE DElL IiY ;.AS1M 02843 13.4R PdivlA4tbNAW N m TENSILE STRENGTH- I ASTM 0638 -7.507 DIFF (affidm y,. 4 COMPARATIVE TENSILE STRENGTH AFTER WEATHERING de�ae3-- 4500 HOURS XENON ARC METHOD 1 iy i N i I o � III� SINGLE..QA.QR._V.SlT OOUPLE ODOR S1NfL SINGLE DOOR 11NR $INGL DOOR Lr,Vli SINGLE DOOR LIMIT lVaI,y D)E�tTES aQuB[F DOOR UNIT W/S,-QaES WITH SID LI W17H SID R _...._ _ - ¢Z WHERE WATER INFILTRATION PERFORMANCE IS 6tTE 8 10 15 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15%OF DESIGN PRESSURES SHEET DESCRIPTION ONFIG I MAX WIDTH INSWING OUTSWING HANDICAP 1 5 BUMPER O S 4-SERIES O S i HI DAM 0 S [/0� ScvO N.T.S. X 37.5 +55.0 1--60.0 +60.0 -55.0 +55.0 -60.0 +35.0 -35.0 -40.0 i+47.0 -4AD iS oxa pr $WS 1 (,TYPICAL EI.EVATIDNS&GENERAL NOTES X% 74 +55.0 -60.0 I+60.0 -55.0 +55.0 -60.0 +35.0 -35.0 +40.0 -40.0 +47.0 -47.0 - ANCHORING LOCA7fON5&DETAILS I OX or 75 +55.0 -60.0 +60.0 3 ANCHORING LOCATIONS&DETAILS OXO 112.5 +55.0 -60.0 +60.0 -5.D! N A +35.0 -35.0 +40.0 -40.0 +47.0 -47.0 KURT B4LTHAZOR aN,�Hp N4: OX%O 149 +55.0 -60.0 +60.0 -55.0 I N A +35.0 -35.0 1+40.0 -40.0 1+47.0 -47.0 FLU IDA P.E. pWO-W-FL0182-f51 ' ........,_. ............................._...... I i I ...................... ....... ..... SEE DEWL 6 C) 3 -TT 6. rL X M n ( II( n, Iku SEE DErPJL. v) -D SEE DETAIL 'c' SEE DEML I yk A G G H G o" 6- /f�K 3- 3- 6. 3" 6 SEE DErAJL ,#8 x 2-112" #8 2-712" #10x 2�,, RE #10 MUST RETAINER BOLT HOLE UST BE DRILLED THROUGH #8 x 2-112" 1 1 THE THRES STRUCTURE DEEP ENOUGH bETALL "E"ASTR� T HOLD & INTO THE #10 x 5 Z'" 0 x 7"• ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW sl 1 STRIKE PLATE TO FRAME # 0 2 FRAME DOOR DETAIL ASTR AGAL GA AS SHOWN. —A—L DETAIL 0.124'ANNEALM DECOMW INSERT FACTM F TYPICAL 0.090,wm tug (�Tot—) 0,12e �NE — —.M24"TEW. T FACfORY FACTM APPLU IND F�TORY�niE, m-NNIER�N, WKW= 8/10/1,5 =ly=r �Lr 11,962' I'M maE.'r .-M. w_ 'S 5-1 Dm.V: SwS T T lmrm� A.-Ea�as NFMDR c- 1 - iD ICALQLAZIN DUAlL 3 DETAIL —"G114aWMIURE5HOLD PQjaWjNaJB-EahojD, HICH DAM TEREH IMPACT&ATED GLASS - GLASS Imw-L._3 ............ SEE DETAIL lk: 00 *E"SHT.2 1 cc 3. T-11 IT I 6" 6'T- a SEE DETAIL too kSEE DETAIL 'C'SHT.2 Aa--) - -�., w r A H S, Ai 3" 3, SEE DETAIL 'F'SHT.2 HARDWARE SCHEPIJL,E ATTACHMENT DETAIL 1,1 KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND I SERIES 980 GRADE I DEADLOCK HARDWARE TO BE INSTALLED 1. NCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, CENTERLINE. iGNED AND SEALED BY ROBERTO LOMAS, PE AT 5-1/2- 1.25 12.14" X 4" FULL MORTISE BUTT---,NGES. #62514) WITH THE LOWEST (LEAST) MIN 0.25" (FLORIDATENER RATING FROM THE DIFFERENT FASTENERS CORRUGATED JI0X2'WOOD SCREW CONSIDERED FOR USE JAMB. HEAD, AND 3 FROM EACH END 6"FROM EACH ENO kr ....' Oc Z BEING CON 1.25 AND 7 OC AID 0 THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL M., & : #10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. 0 SHIM..25' PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH - --`cF AACT SCREW EDGE DISTANCE MIN 3/4 TEK SCREW EDGE TYPICAL MASONRYACRYLIC ---------- ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD T' ACRY 1": ISTANCE MIN 1/2-. ANCHOR INSTALLATION CL MAX 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO CHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) AIN,T- 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 0MAX-25 (3aIOX2-y2- <6 AN NDA FOR SOUTHERN PINE LUMBER AND ACHEIVFM.... SHIM EACGHECERND VS OF 1-1/2- MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL MINIMUM EMBEDMENT OF 1-1/4". 1 i N.�- N.T.S.- 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. pap SINS TYPICAL WOOD BUCK 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD MULLION (CHS)