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HomeMy WebLinkAboutProduct Approval MIAMI.:DADDE ?ILE COPY MIAMI DADS COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Main!,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) MMY._ntianiidade.i!ov/develolilniel%V PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product-Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: SeWes 't§%mog"Aluminum APPROVAL DOCUMENT: Drawing No. 11005-1, tided Series "Alum. French Door & Sidelites, Impact", sheets 1, through 10 of 10, dated 02/22/07 with revision 'W' dated 08/14/12, prepared -by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RE,NEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.22 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MIAMI-DADECOON W NOA No.12-0516.02 m�rgymirml Expiration Date: October 18,2017 &CCU Approval Date: August 30,2012 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture,signed and sealed by Lynn Miller,P. E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBG,TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum outswing French Dooi with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864,dated 04/02/12, signed and sealed by Marlin D.Brinson,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 20294 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile.Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-5212, dated 05/05/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted trader previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC 2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller,P.E. (Submitted under previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300--02/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite0 PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11, expiring on 05/21/16. f Jaime D.Gascon .C. Product Control Section Supervisor NOA No.12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture,dated 05114112, signed and sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller,P. E. 3. Laboratory compliance letter for Test Report No. FT"864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson,P. E. 4. Proposal issued by Product Control,dated 02/15/12,signed by Jaime D. Gascon,P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory,Inc. dated 05/05/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11--1013.22, issued to PGT Industries, for their Series "FD-101 Outswing Aluminum French Door w/ wo Sidelites —L.M.I.", approved on 11/23/11 and expiring on 10/18/12. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 12--0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-3 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE 1. GLAZING OPTIONS: A. 3/8" LAM[NOM.(.402")CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. B.3/8" LAM[ NOM.(.402")CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTE MAXIMUM PLUS(1)LITE OF 3/16" HEAT STRENGTHENED GLASS. C.7/16" LAM[ NOM.(.465")CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS PLUS AN .090 PVB INTERLAYER PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM.(.465")CONSISTING OF(1)LITE OF 3/16" HEAT STRENGTHENED,GLASS PLUS AN .090 PVB IA MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. E. 13/16"LAMI IG NOM.(.840")CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS, 1/4"AIRSPACE,(1)LITE OF D INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3116" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. 3.CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATEI SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENT,' REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5.SHUTTERS ARE NOT REQUIRED. 6.SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: AD TEST REPORTS FTL-4964,5212&6864; ELCO ULTRACON NOA: 11.0406.01, 12-0126.09;ANSI/AF&PA NDS-2005 FC DESIGN MANUAL. 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUIL HURRICANE ZONE (HVHZ).- 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E—E,SHEET 5), IS REQUIRED ONLY AT ALL DC TABLE 1.,SHT.2.REFER TO TABLE 2,SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE 93 93 30 30 � 73 1/2"GLASS BITE 73 1/2' EXTERIOR EXTERIOR a 94 a 1/8"AN.OR 3/16"AN.OR HS. GLASS 3/16" HS. HS. GLASS 3J .090 PVB INTERLAYER GLASS .090 PVB INTERLAYER G (DUPONT BUTACITE OR (DUPONT BUTACITE OR SAFLEX/KEEPSAFE SAFLEX/KEEPSAFE MAXIMUM) MAXIMUM) 3I8"NOM. 7a GLASS STACK G 3/8" LAMI NOW 7/16" LAMI NO[ GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTE APPROVED CONFIGURATIONS: X, XX, O, OX, XO, OXO, XXO, OXX& OXXO (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLAS REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS A. 3/ DOORS WITH GLASS TYPES A, B, C, D OR E B. 3/ C. 71 HEIGHT D. 71 X WIDTH XX WIDTH 68- 7193/4" 1 70- 83 3/4" 87-3/4" 1 913/411 8°-95 3/4" A E.V 39 37 1/2" 60 71 3X' +75.0 -75.0 1 +75.0 -75.0 1 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 2. COM MAN O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAN MAN 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 3.SING 363/4 +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 WIDE O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E FBC. 363/411 1 +75.01 -75.01 +75.01 -75.01 +75.01 -75.01 +76.01 -7.5-01 +75.01 -75.0 4.DESI TABLE 2, DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 5. EXAI APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX& OXXO EX 1 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) c REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION t GLASS TYPES.A, B, C, D OR E HEIGHT EX. E a o- „ o X WIDTH XX WIDTH 6 -793/411 7 83 314 873/410 913/411 8 -95 3/419c 20 251/2" 40 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 1 27 1/2" 513/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX. c i 291/2" 55 3/4" +51.7 -51.7 +48.8 -48:8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 26 31 1/2" 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.41 +39.3 -39.3 2a 331/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.31 +37.3 -37.3 EX. I 35112" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 30 371/2" 60 71 3/4" +34.01 -34.01 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.02 -34.0 O WIDTH GLASS TYPES A, B, C, D OR E 6. FOR REGI 103/411 +75.0 -75.0 +75.0 -75..0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 COG 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DET SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 . +59.0 -59.0 SIDE LITE 2131411 +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 . 44.7 +42.6 -42.6 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.41 -34.4 . 36 314" +34.0 -34.01 +34.01 -34.0 +34.0 -34.0 +34.0 -34.0 +34.01 -34.0] , 109 73 112"MAX. 363/411 36 3/4" SEEMAX.3-► -�MAX 36 --` MAX. MAX.. IN 49 49 103 /r r �03 Er JE JE� JJEE� UE X 0 0 SEE NOTE 4 OX OR XO SEE NOTE 4-� oxo -SEE NOTE 4 36 3/4"_ 74 314"MAX. MAX. 371/2" 24 9/16"MAX. 33 5/8"MAX �A A DLO{TYP) 6 DLO(TYP.) 95 3/4" 49 MAX. 49 41 HT. 103 TYP. 84 3/8" 03 / MAX.r DLO TYP. 40" {TYP.) Divx iD C1L JC F f _lX iNACT 1X AC . 0 B A ' - X A-" O NOTES: 41 xx 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP W AND'XX'DOORS BY 3/4"WHEN ASSEMBLED TO MAKE'XO', 'OX,,'OXO"XXO,, 'OXX'AN 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). 5.CLEAR OPENING FOR'X'AND'XX'DOORS AS FOLLOWS: ('X DOORS=WIDTH-5.646) ('XX' DOOR= DOOR WI 3 40 EXTERIOR 10 1 2 60 37 EXTERIOR INTERIOR MAX. MAX. MAX. DLO DOOR DLO HEIGHT TIT- 30 61 12 t 1.489 nil 13 DOOR SECT. A-A SL SECT. B-B VERTICAL VERTICAL 4 r ----MAX.'XX'WIDTH- 0 0 �a a © o a MAX. DLO 'XX' SECT. C-C 35 36 34 44 HORIZ. 46 45 MAX.'X'WIDTH n o . L1 0 MAX. DLO 'X'-S ECT. D-D 46 21 5 HORIZ, 67 SPACING, SAME AS MAX.SL WIDTH JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) IN MAX. DLO SEE TABLES 1 AND 2 AND 22 NOTES ON SHEETS 1 &2 66 62 SL SECT. E-E 62 FOR APPLICABILITY HORIZ. (DOOR UW/ SIDE LITE) ITEM DWG # PGT# DESCRIPTION ITEP 1 943E 60411 FRAME HEAD 60 2 1010 6Q300 WSTP.,Q-LON .190 X.376 HIGH 61 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 62 4 955 7955X FLUSHBOLT STRIKEPLATE 63 5 1938 7938X 2 PT. LOCK STRIKEPLATE 64 6 1956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 7 7832X12FPXP #8-32 X.500 PH. FL. MS - S.S. W/SILICONE PATCH 66 8 995 70995 GASKET(BETWEEN THRESHOLD& FRAME JAMB) 67 9 996 70996 GASKET(BETWEEN HEAD& FRAME JAMB) Q 70 10 952A 6533016 FILLER HEAD ADAPTER 0 71 1.1 111000 611000M OUTSWING THRESHOLD 72 12 1670 671670 WSTP, .350 RD FOAM FILL TrSLOT(AMSBURY#32011) 73 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 74 14 11001A 411001A ACETAL SPACER .065(INHOUSE INJECTION MOLDED) Q 90 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 0 91 16 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 92 20 915D 60380 FRAME JAMB (OUTSWING) 0 93 21 1010 6Q300 WSTP.,Q-LON .190 X.375 HIGH 94 22 6608 66608M REINFORCEMENT, 1.000 X 2.750 X 0.650, 6061-T5 95 23 11140 78X112PSATS #8 X 1.500 PH SQ A T/S 96 24 1048 71048 JAMB SCREW COVER CAP 97 25 930 41721N STRIKE PLATE INSERT 98 26 1118 710X34PFA #10 X.760 PH. FL. SMS A 99 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 10; 30 91013 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,8 #10 X.625 PH. FL. SMS 34 913A 60378M TRUSS CLAMP 35 11130 6TRODA 5116-18 THREADED ROD 36 990 7990NUTA 5/16-18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.75 PH. FL. TEK 39 997 70997 GASKET(BETWEEN PANEL HEAD/SILL& PANEL STILES) 40 11023 67924G WSTP., .187 X.260 HIGH, FINSEAL 41 928 .41720 .SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 1984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 6Q200K WSTP.,Q-LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707& 41708) 48 1139 7634F #6 X.760 PH. FL. SMS 49 982 IFD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL. INSERT(INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 71OX34PFA #10 X.750 PH FL. SMS 54 957 170957X HANDLE STRIKE PLATE 55 1118 171OX34PFA 1#10 X.750 PH FL. SMS 1.760 1.750 1.750 ----------]z 4.626 4.726 4.726 4.000 .062 - 4.[00 .062 4.100 .062- - 14.6' 4.675 - DOOR PANEL DOOR PANEL 30 TOP&BOTTOM RAIL SIDE RAIL DOOR PANEL 6063-T5 6063-T5 44 INTERIOR ASTRAGAL C 6063-T5 \ 1.500 }�3.65.5�.3.111 .125 .750 .683 .050 .68: 1I.550 1.400 TRUSS CLAMP 3/8"GLAZING BEAD FILLER HEAD ADAPTER 34 6063 T5 73 6063-T5 O 6063-T6 �----3.100- ►� �3.000� _ 1.479 1.272 L I 1.479 .050 5.459 .075 FRAME HEAD 6.085 O .0756063T6 .050 .750 .079l - 1.489 .489 �----3.100 3A00---►-! OUTSWING THRESHOLD O SL HEADER O SL SILL 6063-T6 60 6063-T6 6' 6063-T6 HEAD HEAD HEAD HEAD ZONEn 11 C __1 tt it ZONE D ZONE-W-1 „ZONE E tl X Q 00 X O O xx O O O N N N N N OQ ca w [A o0 Q x X Q Q Q Q x SILL Q ZONE"C"� ZONE"D" SILZONEI"D"� Q ZONE'E"� SEE TABLE 3.,SHT.9 SEE TABLE 4., SHT.9 SEE TABLE 5., SHT.! HEAD HEAD HEAD HEAT r "Ell HEAD „ZONE-{ HEAD " HEAD tt—}-Z"EEI }--POEN II „ „ ZONE F "Ell [ ZONED ZONE F l „ „ I „ „ m m Q oo m 0 oxo 0 0 wN -XXO OR Oxx z 0 00 N m N m SILL ONE-�— SILL 4ZONE j �_SILL S SILL ��� SILL SILL SILL ZONEE l'FllZONE O ZONE"F"ZONEd �--ZON „E„ SEE TABLE 7., SHT.9 "Ell SEE TABLE 7., SHT.9 IfEll 0 E EXAMPLE WITH 19 NOTES: 1.APPROVED ANCHOR TYPES ARE: 1. 1/4"ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHOF 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3"MIN.O.C. FOR CONCRETE): SEE EXAMPLE OX)( JAMBS(ALL): 131/4"MAX. FROM CORNERS AND 231/8"MAX.O.C. HEAD&SILL OF DOORS: 6"MAX. FROM CORNERS, 9"MAX. FROM ASTRAGAL CENTERS AND 20 7/8"MAX.O.C. HEAD&SILL OF SIDE LITES: 6"MAX. FROM CORNERS AND 24 3/4"MAX. O.C. 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE T, TABLE 3.X DOORS AD TABLE 4.XX DOORS , oQ TABLE 5. 0 SIDE LITE Ao TABLE 6 (ALSO X DOOR OF XO & OX) GLASS TYPES A. B.C. D. E GLASS TYPES A. B.C. D, E GLASS TYPES A.B.C, D. E GLASS TYPI ANCHOR TYPE ----F. YPEANCHOR TYPE ANCHOR TYPE ANCHOR TY! &SUBSTRATE 2.3,WOOD 1.2,CONC g,SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRA DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTI w w "X'- 25.50 a ")CV- 47.75 w w "O"- 10.75 "x'- 25. TO 37.50 `r TO 71.75w�, y TO 36.75 TO 37. U ii ij Zb cc Ci is so i� ►: iu iW J � J w J lu - 1-00 W � w ca Lli- dF- m QFF- 0] O � J m OJ Q � Q � �, Q '� fl0 O CD m Qm Q w �sw � Q w3u� 3 Q Q SIDE z zg roa: -� rpxw w z LITE WIDTH x HT. X x x 3 x x X � WIDTH x HT. X X Q � � X � a � � WIDTH x HT. O O O O WIDTH x H 25.50 x 79.75 5 2 7 4 2 3 47.75 x 79.75 4 3 6 4 2 3 10.75 x 79.75 4 1 4 1 10.75 x 79. 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 1 4 1 83. 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 1 4 1 87. 91.755 2 7 4121 3 91.75 5 4 7 4 2 3 91.75 4 1 4 1 91. 95.75 6 2 7 4121 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 - 95. 27.50 x 79.75 5 2 7 4 2 3 51.75 x 79.75 5 4 1 7 14 2 1 3 1 12.75 x 79.75 4 2 4 2 12.75 x 79. 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83, 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87. 91.75 6 2 7 14 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91. 95.75 612 7 4 21 5 95.75 6 4 7 4 3 5 95.75 4 2 4 2 95. 29.50 x 79.75 .5 2 8 4 21 3 1 55.75 x 79.75 5 4 7 14 2 1 3 1 19.00 x 79.75 4 2 4 2 19.00 x 79. 83.75 5 2 8 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 - 83 87.75 6 2 8 4 2 5 87.75 5 4 7 4 2 3 87.75 4 2 4 1 2 87 91.75 6 2 8 4 2 5 91.75 6 4 7 4 3 5 91.75 4 2 4 2 91 95.75 6 2 8 4 2 5 95.75 6 4 8 4 3 5 95.75 4 2 4 2 95 31.50 x 79.75 5 2 8 4 21 3 59.75 x 79.75 5 5 8 141 2 1 3 21.75 x 79.75 4 2 4 2 21.75 x 79 83.75 6 2 8 4 21 5 83.75 5 5 8 41 2 1 3 83.75 4 2 4 2 83 87.75 6 2 8 4 2 5 87.75 6 5 8 41 3 1 5 87.75 4 2 4 2 87 91.75 6 2 8 4 2 5 91.75 6 5 8 4 3 1 5 91.75 5 2 4 2 91 95.75 7 2 10 4 2 5 95.75 6 5 8 4 3 5 95.75 5 2 4 2 95 33.50 x 79.75 6 3 8 4 3 3 63.75 x 79.75 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 5 2 4 2 83 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87 91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 91 95.75 7T3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95 35.50 x 79.75 6 3 8 4 3 5 67.75 x 79.75 6 5 8 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 6 3 4 3 83 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 7 3 4 3 87 91.75 7 3 10 4 3 5 91.75 7 6 1014 3 5 91.75 7 3 4 3 91 95.75 713 10 4131 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95 37.50 x 79.75 6 3 8 4 31 5 71.75 x 79.75 6 5 8 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79 83.75 6 3 8 4 3 5 83.75 6 5 9 4 3 5 83.75 6 3 4 3 83 87.75 7 3 10 4 3 5 87.75 6 5 9 4 3 5 87.75 7 3 4 3 87 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 91.75 7 3 4 3 91 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95 2X WOOD 1314" 13/4" 2X Wi BUCK,NOTE 2MIN E.D. MIN E.D. I 3.4 KS[MIN.CONC. � BUCK, NC L 1X WOOD .: `�•�•: �, ` 13/8"TYPE 1 13/6 BUCK,NOTE 2 '+' -F' '' ''• r• 13/4"TYPE 2 MIN. MAX. SHIM 1/4"MAX. SHIM WOOD EXT. SHIM EXT. ANCHORCONC. EXT. TYPE 2 OR 3, ANCHOR, NOTE 1 NOTE 1 DOOR HEAD WOOD DOOR HEAD CONC 1114 1 3/8" "TYPE 1 OR (CMU) (WOOD) (CONC) 13/8"TYPE 1 (CONC) SIDE L 1/4"MAX.SHIM � MIN. 114"MAX. --� 1 3I4"TYPE 2{GONG} SHIM _. _T 1/4"MAX.SHIM ' }�-- �:':.I 314"MIN. E.D. WOOD lim plru(iUJ111a�� ANCHOR r" . ON CONC STAGGERED ANCHOR 1; CENTERS, ON =; A. TYPE STAGGERED 1uI1111�(tp :� O 2OR3, CENTERS " ' , :. •:1 314"MIN. E.D. NOTE 1 NOTE 1 :.'.. ;•. 1 2X WOODEXT 1X WOOD BUCK, 1.5 KSI MIN.CMU OR 2X WOOD EK BUCK, NOTE 2 NOTE 2 ' 3.4 KSI MIN.CONC. BUCK,NOTE 2 DOORJAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOC WOOD: WOOD ANCHOR,TYPE 2 OR 3 NOTE 1 CONC.ANCHOR,NOTE 1 OR 3, N EXT. EXT. --NOTE114"MAX. EXT. 3 r-1/4"MAX. SHIM }' ~� "., '%••'''y ,Lei 1 3/8"TYPE 1 318"MIN. y ,.: . ;• 1 © 1314"TYPE 2 1 314" 3.4 KSI MIN.CONC. 2X WOOD BUCK, NOTE 2 IN. E.D. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) DOOR SILL (CONC) SIDE LITE SILL (WC NOTES: 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4 CRETE-FLEX EMBEDDED 13/4"MIN. (TYPE 2). THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRE #12 SCREWS, G5(TYPE 3)OR ELCO 1/4"SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN.(TYPE 2). 2.WOOD BUCKS DEPICTED AS 1 x ARE LESS THAN 1 112"THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTAL DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE EP AUTHORITY HAVING JURISDICTION(AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON4 MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSF WOOD, 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPR,