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HomeMy WebLinkAboutProduct Approval WINDOW/DOOR SCHEDULE APPDX * R&ACT PROTECTION ID OPENING ROOM/ NO SIZE WINDOW IMPACT NEW �s�G REMARKS WINDOW GLASS Slii]TTER sxcrrrm - LOCATION - 37"X 63" Bedroom 41 SH X RXAWLE 1 fO�K'jy U✓j,06 -P'-44 DOOM x 2 3 4 5 6 7 8 9 10 - 11 12 13 14 ' 15 16 17 18 19 20 21 22 23 24 25 i MIAM1• MIAMI-DADE COUNTY OEM REVIEWED FOMODUCT CONTROL SECTION FE OM PL1AN w 9805 SW 26 Street,Room 474 DEPARTMENT OF REGULATORY AND ECONOMIC RE Icy �Y� !! ((fir Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE.(NO ��° LUC'E ®� www.miamidade.gov/economy 'PGT Industries,Inc. BOC 1070 Technology Drive North Venice,FL 34275 /Z, 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 RER-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. RER 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:.Series"FD-101"Aluminum Outswing French Doors w/wo Side .4vip y APPROVAL DOCUMENT:Drawing No.11005-1 Rev H,titled"Alum.French700�Sidelites,Impact",sheets 1 through 15 of 15, dated 04/04/2012 and last revised on-04/20/20, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision 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 Limitations: 1. Use of Tables 1 or 2(sheet 2)requires full length reinforcements(item#22)for OX,XO,XXO,OXX,OXO and OXXO configurations.The lower design pressure from table 1 or table 2 shall control. 2. Standalone X,XX and O configuration unit do not require,reinforcement(item##22). 3. Applicable Egress operable doors must comply with min clear width&height per FBC,to be reviewed by AHJ. 4. 1x or 2x buck to be properly secured to sustain imposed load and to be reviewed.by AHJ. LABELING:Each unit shall,bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL 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 of this 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 NOA#17-0504.01 and consists of this page 1 and evidence pages E-1,E-2&E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. 1 ! L NOA No.20-0427.01 MIAMteeaE COUNTY •••� , Expiration Date: October 18,2022 Approval Date: September 03,2020 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files#listed below) 2. Drawing No. 11005-1 Rev F,titled"Alum.French Door&Sidelites,Impact";sheets I through 10 of 10,dated 04/04/2012 and last revised on 09/08/16,prepared by PGT Industries,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic.Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (w/TPS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory,Inc., Test Reports _ No(s)FTL-8717;FTL-8970 and FTL-8968,dated 02/15/16,06/07/16 and 06/20/16, all signed& sealed by Idalmis Ortega,P.E.(submitted under file#16-0629.17) 2. 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 FBC,TAS 203-94 Along with marked-up drawings and installation diagram of fixed sidelite(0)w/insulated laminated glass,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTL-6864,dated 04/02/12, signed and sealed by Marlin D. Brinson,P. E. (Submitted under files#12-0516.02/#I1- 1013.22) 3. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 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,TAS 202-94 Along with marked-up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-5212,dated 05/05/2007, signed and sealed by Carlos S.Rionda,P.E. (Submitted under files#12-816.02/411-1013.22) C. CALCULATIONS(Submitted under file#15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214(51h Edition),prepared by PGT,signed and sealed by Lynn Miller,P.E. 2. Glazing complies w/ASTME-1300-02,04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). Ishaq I.Chanda,P.E. Product Control Unit Supervisor. NOA No.20-0427.01 Expiration Date: October 18,2022 Approval Date: September 03,2020 E-1 PGT Industries;Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.T.DuPont DeNemours&Co.,Inc.)for"Kuraray Butacite PVB Interlayer",expiring on 12/1 U16. 2. Notice of Acceptance No.124231.10 issued to Eastman Chemical Company(MA)former Solutia Inc.for their"Saflex Clear or colored interlayer",expiring on 05/21/16. F. STATEMENTS(Submitted under file#15-0528.24) 1. Statement letter of conformance to FBC 2014(5t'edition)and letter of no financial interest, prepared by PGT,dated 05/22/15, signed and sealed by Lynn Miller,P.E. 2: Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#15-0528.24, expiring 10/18/17. 2. Test proposal.# 16-0152 dated 03/09/16 approved by RER 3.. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D. Gascon,P.E. 2. Evidence submitted under previous approval A. DRAWINGS 1. Drawing No. 11005-1 Rev G,titled"Alum.French Door&Sidelites,Impact",sheets 1 through 15 of 15,dated 04/04/2012 and last revised on 09/17/17,prepared by PGT Industries,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. None. C. 1. Anchor verification calculations and structural analysis dated 08/01/17,complying with FBC- 2014(5Tx Edition)&2017(6th Edition),prepared by.PGT,signed and sealed by Lynn Miller,P.E. 2. Glazing complies w/ASTME-1300-02,04&-09. D. 1. Miami Dade Department of Regulatory and Economic Resources-(RER). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. (former E.I.DuPont DeNemours&Co.,Inc.)for"Trosifol:Ultra clear,clear&color PVB glass interlayer"(former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA) former Solutia Inc. for their"Saflex Clear or colored interlayer",expiring on 05/21/21 F. STATEMENTS L. Statement letter of conformance to FBC 2014(51'edition),FBC 2017(6th edition)and letter of no financial interest,prepared by PGT,dated 08/01/17,signed and sealed by Lynn Miller,P.E. G. OTHER 1. This NOA revises &renews NOA#16-0629.17,expiring 10/18/22. Ishaq L Chanda,P.E. Product Control Unit Supervisor NOA No.20-0427.01 Expiration Date: October 18;2022 Approval Date: September 03,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. 3. New Evidence submitted A. DRAWINGS 1. Drawing No. 11005-1 Rev H,titled"Alum. French Door& Sidehtes,Impact", sheets 1. through 15.of 15,dated 04/04/2012 and last revised on 04/2020,prepared by PGT.Industries, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test report on 1)Air Infiltration Test,per FBC,.TAS 202-94 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 ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries,Inc.representative units listed below and tested to qualify Dowsi1791 and Dowsit 983 silicones,prepared by Fenestration Testing Laboratory,,Inc.,Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal),dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal)FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal)FTL-20-2107.3,PGT . PW7620A Aluminum Fixed Window(unit 9 in proposal)and FTL-20-2107.4,PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20,all signed and sealed by Idalmis Ortega, P.E.. C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/15/20,complying with FBC- 2020 (71b Edition),prepared by PGT,signed and sealed by Lynn Miller,P.E. 2. Glazing complies w/ASTME-1300-02, '04-09&-16. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. (former E.I.DuPont DE .Nemours&Co.,Inc.)for,"Trosifol:Ultra clear, clear&color PVB glass interlayer"(former "Kuraray Butacite PVB Interlayer)",expiring on 07/08/24. 2. . Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA)former Solutia Inc.for their"Saflex CIear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2020 (7 h edition), and letter of no financial interest, prepared by PGT,dated 04/15/20, signed and sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises NOA#17-0504.01 and updates to FBC 2020(7 h Edition),expiring 10/18/22. 2. RER Test proposals-#19-1.155 dated 01/10/20 approved by Ishaq 1 Cha qn PP isuaq t.q.nanua,r.E. Product Control Unit Supervisor NOA No.20-0427.01 Expiration Date: October 18,2022 . -Approval Date: September 03,2020 E-3 SERIES 101 OUTSWING, IMPACT RESISTANT DESIGN PRESSURE IMPACT RATING DESI 'SEE TABLES 1-4 RATED FOR LARGE&SMALL FRENCH DOOR AND SIDE LITE TABLE A! ON SHEET2 MISSILE IMPACT'RESISTANCE '-- Min. 4 GLAZING OPTIONS:SEE BELOW. anchor Frame MIn:Edge Embedment or Group Anchor Type Substrateemb , Member Distance Metal 2)DESIGN PRESSURES:(SEE TABLES 1-4.ON SHEET 2. Thickness A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. 1/4•Elco.Ulbacor� All concrete ck(An. TM ksi) 1 14' 1-114' B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 1 Jamb Hollow Block(ASTM C90) 13/4' 1-114' C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD: va•DeWait Ul"Con,0 All _ Concrete(min.3 ksl) 1314" to a moliguC 68$VHt3GdD Jamb Hallow Block(ASTM C90) 1314' 1-114" F;I WrFPLf'mitwLlA lice+•hrrtdt All Concrete IF.3.35 ka) 3)CONFIGURATIONS:X,O;XX,XO OX XXO,OXX OXO,AND OXXO. 2 114'410 SS Elco/Do all Jamb Hollow Block"(ASTM C90) 1.314' 1-114 Astz}+1Bexe No a 1 —+— CreteFlexO All -Southern Pine(SG=0.55) 1• 1-318' ._. 1. 4)ANCHORAGE:THE 33 1/3%'STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.FOR All soutM_m Pt re(SG-0.55) sNs 1 8' ANCHORAGE REQUIREMENTS SEE SHEETS 8-11.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, 3 #12 SMS(steel,I"S.S.or All 606375 Aluminu 3 8^ 413'' THAT COME'INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OFTHE 410 S.S.) All Steel.A38 318 0.060• All Steel Stud,A1003 Gc 33 318°, 0.0451'(18(3a.) _ FBC,CURRENT EDITION. H):uPDATED To Fec zozo, t)'ALL ANCHOR HEAD TYPES ARE APPLICABLE: 2)MIN.OF 3 THREADS BEYOND METAL SUBSTRATE, 'O'a REVISED ANCHOR TYPE TABLE. 5)SHUTTERS ARE NOT REQUIRED. 3)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA �'e AK-04115/20 BUILDINGCODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDiCTON. 6)SEALANTS:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED _ SEALANT. Material P127.4ksl Min.Fa GENERAL NOTES. 1 LU 0) - GLAZING DETAILS......... a'a . Steel Screw 120 ksi 1 7)REFERENCES:TEST REPORT FTL-4964,5212&6864;ELCO ULTRACON,DEWALT ULTRACON+& - 18-8 Screw 95 ksi DESIGN PRESSURES:.....2 x c N DEWALT/ELCOCREfEFLDCNOA'S' afoScew ttoksi VERLSECTION$, 3 >,� doa O Elco UltraConO 177 ksi HORIZ.SECTIONS .....4 (9 N D' o 8)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE'REQUIREMENTS.OF THE FLORIDA t14 DeWalt UltraCon+® 164 ksi PARTS LIST ......... ...:5 O Z o BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 410 ss ElcolOewatt CreteFlex� i89.7 ksi EXTRUSIONS........ 6 O LL o g LU 6063T5Aluminum 22ksi ANCHOR QUANTITY.- - 7-13 z tD 9)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA A36 Steel 3s ksi 58 ksi INSTALLATION...... 14.15 LU U w uxva o BUILDING CODE.APPLICABLE EGRESS REQUIREMENTS TO I3E REVIEWED BY AUTHORITY HAVING Gr.33 Steel Stud 3311m 45 ksi IW— JURISDICTION(AHJ). :ODES i STANDARDS USED: > n LU •.2020FLORIDA BUILDING CODE(FBC),7TH EDITION o rn 0 •2017 FLORIDA.BUILDING CODE(FBC),6TH EDITION Z'" W W LL •ASTM E130M9 .-6 O INSTRUCTIONS: •ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION T �- 1) DETERMINE THE DESIGN PRESSURE,DP REQUIREMENT •ALUMINUM DESIGN MANUAL,ADM-2015 O (LBSIF-F),FOR THE OPENING USING THE ASCE-7 STANDARD. ,AISI S100-16 ® N O ta'4S 7/16'NOM. •AISC360-16 W 11. 2)ON SHEET 2,TABLES 1&2 REFER TO PRODUCTS THATARE GLASS GLASS STACK a = Z REINFORCED.TABLES 3&4 REFER TO PRODUCTS THAT ARE I GLAss BTAQIt i SS STACK 0 3116"HS GLASS 3li6",HS GLASS GLASS W o1ogS 3/16"HS GLASSY UNREINFORCED.DETERMINE THE DESIGN PRESSURE OF — LL .090'PVB1 OR PV82 - - J YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES, 090"PVB1 OR PV82 1/&"Hs GLASS ur W EXAMPLES ARE GIVEN ON SHEET 2.THIS DESIGN PRESSURE INTERLAYER INTERLAYER S2 W o NEEDS TO BE HIGHER THAN THE OPENING'$REQUIRED 1/6"AN OR HS GLASS 316"AN OR HS GLASS ix VB21 Q Ip DESIGN PRESSURE FROM STEP 1. 93 - 94 I; 93 94 3/16"TP GLASS - INTERLAYER z ` ?IHt.asap saueg 3)DETERMINE YOUR ANCHOR GROUP FROM TABLE-A,THIS 72 112"GLASS 7g 112"GLASS 9t 94. SHEET AND YOUR GLASS TYPES,(A,-D),FROM THE GLAZING BI BITE 7a IVY LYNN DETAILS ON THIS SHEET. 30. 3O tl2 elrE SS •y7cENSF /!(� 4)FROM SHEETS 7-13,FIND THE SHEET THAT PERTAINS TO 71 71 86-83 YOUR.PRODUCT AND DETERMINE THE ANCHOR QUANTITIES __ _ N0.58705 REQUIRED. a 4 30 _ EXTERIO y —� 318"LAM[NOM. R—tO 7116"LAMI NOM. 71 [T�A�Te � tvw 5}ANCHORS ARE TO BE INSTALLED U$ING.THE LOCATION GLASS TYPE A GLASS TYPE C a 'O� �9P 13/16"LAM[IG NOM. 5 SHOW INSGUIDELINES TALLATION CR SSSECTIO AL DETAILSVEN IN THE NOTES ON SHEETS 7-13. . GLASS 14 GLASS TYPE B GLASS•TYPE D GL.ASS TYPE E OVAL�N AN=ANNEALED 1 j 11 M8 P.E. 11111111` HS=HEAT-STRENGTHENED PVB1=.090"TROSIFOLO PVB BY KURARAY AMERICA,INC. A LY TP=TEMPERED PVB2=.090"SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICALCO. PrE.a 597d505 . TABLE 1: TABLE 3: NOTES FOR ALL CONFIGURATIONS: DESIGN PRESSURES FOR DOORS,ALL GLASS TYPES DESIGN PRESSURES FOR DOORS,ALL GLASS TYPES 1)FOR CONFIGURATIONS WHICH REINFORCED DOOR TO SIDE LITE OR UNREINFORCED STAND-ALONE DOOR UNREINFORCED DOOR TO SIDE LITE CONTAIN A SIDE LITE TO DOOR CONNECTION,(XO,OX,XXO,OXX, X FRAME XX FRAME FRAME HEIGHT X FRAME XX FRAME FRAME HEIGHT OXO,OXXO),THE LOWEST DESIGN WIDTH WID 66-79314" 7°-83.314" 873/4" 813/4" 8°-953/4" WIDTH WIDTH e ° - ° PRE$SURESHALLPREVAIL, 6 -79 3/4" 7 -83 w - 87 3/4" 91 34' 8 -95 314" - 30 371/2 ° 71 3/4 75,0 -75.0 75.0 1-75.0 +75.0 -75.0 75.0 -75.0 75.0 -75.0 0 d o 2 25 112 4 47 314" +58.6 .68.6 +55.4 -55.4 '+52.4 -524 +49.8 -49.8 +47.4 -47.4 2)FULL LENGTH REINFORCEMENT 'TABLE2: 27112" 51314" +54,9 -54.9 +51.0 -51.8 +49.0 -49.0 +48.6 -46.5 +44.3 -44.3 (ITEM22 SHOWN IN SECTION E-E, DESIGN PRESSURES FOR SIDE LITES 2911Z' 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41,6 -41.6 SHEET 4).IS REQUIRED AT DOOR ?t"' OLICPSEVrjW s o TO SIDE LITE CONNECTIONS,, O°iomp��'e+1th lb.FIOALI REINFORCED DOOR TO SIDE LITE OR UNREINFORCED STAND-ALONE SIDE LITE 2 31 la' 5 59 314" +49.0 -49.0 +46.2 -46.2 .+43.6 -43.6 +41.4 -41.4 +39.3 -39.31°anode e „ a WHEN USING TABLES 1&2. Aseepm°eeNo2o--ot}2yo/ GLASS W4 -74 FRAME HEIGHT 2 .331/2 5 633/4" +43.1 -43.1 +43.1 -43A +41.5. -41.5 +39.3 •39.3 +37.3 -37.3 y:Yp4xljwIWO i. TYPES 79314" 7°-833r4" 87314" 91314" ° 3512" 673/4" +38.1 -38.1 +38.1 -38.1 +38.1' •38.1 +37.5 -37,5 +35.6. -35.6 3 DOOR AND SIDE LITE 0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 3° 37110 60 71 31W' +34.0 -34.0 +34.0 -34.0 +34.0� -34.0 +34.0 -34,0 +3q;0 _g4,0- COMBINATIONS FROM TABLES 3. M�SOs6hul AND 4 DO NOT REQUIRE A -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -84.2 TABLE 4: REINFORCEMENT 1TEM 22- H)ADOEO DESCRIPTIONTO j. -75.0 +74.9 -74.9 +70.4 -704 66.6 -66.6 +63,1 -63.1 DESIGN PRESSURES FOR SIDE LRES °TABLE HEADERS.4)DESIGN PRESSURES UNDER 40 z_AK-04/1520 B,o,D.OR E -75.0 +75,0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 UNREINFORCED DOOR TO SIDE LITE PSF ARE NOT APPLICABLE IN GLASS FRAME FRAME HEIGHT MIAMI-DADS COUNTY. N R ._ FOR MAX:SIZES OF COMBINED UNITS,SEE SHEETS 10-13. TYPE WIDTH ° g -95 3/4" 5)FOR DOOR-ONLY w 6 -79314" 7°-833f4" 873/4" 913/4" ° DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS 10 3/4 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 475.0 -75.0 CONFIGURATIONS(X,XX);ONLY w `ro p REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE,APPLICABLE EGRESS TABLE 1 IS APPLICABLE. O n 12 3/4' +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 } aroo O rn REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION(AHJ). REINFORCEMENT,PART#22,IS N A,B,C,D 19" +72.4 -72A +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 NOT REQUIRED. 0 A Z o ORE 21314° +64.5 -64.5 A+34.O -34.0 +57.8 -57.8 +55.0 -55.0 *524 52A O�p ' 2 W 6)FOR SINGLE,STAND ALONE Z to � 27 3/4" +529 -52-9 +47.2 -47 +44.7 -44.7 +42.6 -42.5 z LLI r j As - SIDE LITES(0),ONLY TABLE 2 IS 006 w 361/8" +35.2 35:2 +35: -352 +35.2 -352 +34,4 -34.4 APPLICABLE.REINFORCEMENT, Ew W Y t u o o 9e/a 36 3/4" +34.0 -34.0 00 +34.0 -34.0 +34.0 -34.0 '+34.0 -34.0 PART#22.IS NOT REQUIRED o j w _ 7)CONFIGURATIONS WHERE THE LL Q DOOR LOCKSTILE ABUTS A. cd EXAMPLE 1,(USING TABLES 14 2):XO WITH GLASS TYPE B. FOR MAX.SIZES OF COMBINED UNITS SEE SHEETS 10-13. SIDELITE ARE NOT AVAILABLE cr a REINFORCED, WITH REINFORCEMENT, . O W laays 33-1/2"WIDE X 79-3f4"HIGH SINGLE DOOR WITH 78'X 79.314" EXAMPLE 2,(USING TABLES 1&2):OXXO WITH GLASS TYPE A, ® ,m 0 SIDE LITE REINFORCED, SEE NOTE 8) 68"WIDE X 85"HIGH DOUBLE DOOR WITH (2)36-1/2"X 85"SIDE 8)FOR SIZES NOT SHOWN,ROUND o z N z DOOR DESIGN PRESSURE_+75/-75 PSF UP TO THE NEXT AVAILABLE SIZE. SIDE LITE DESIGN PRESSURE=+75/ LITES(SEE NOTE.8} 1 W -75 PSF a awes (E.G.FOR 32 'X"DOOR WIDTH IN W D OVERALL DESIGN PRESSURE=+75/-75 PSF DOOR DESIGN PRESSURE=+75 1-75 PSF TABLE 3,USE 33-1/2") Z SIDE LITE DESIGN PRESSURE=+70.41-70.4 PSF E5 2 0 o, EXAMPLE 3,(USING TABLES 3&4):OXO WITH GLASS TYPE C, OVERALL DESIGN PRESSURE_+70.4/-70.4 PSF w 0 UNREINFORCED, ¢ n 30"WIDE X 87-3/4"HIGH SINGLE DOOR WITH(2)26"X 87-314" EXAMPLE 4,(USING TABLES 3&4):OXXO WITH GLASS TYPE B, any �sao ssyss SIDE LITES(SEE NOTE 8) UNREINFORCED, DOOR DESIGN PRESSURE=+q3.6/113.6 PSF 71-3/4"WIDE X 95-3/4"HIGH DOUBLE DOOR WITH (2)363/4"x `.� Y LYN/y ir77jl 95-3/4"SIDE LITES \G•.•""••• SIDE LITE DESIGN PRESSURE=+47.2/-47,2 PSF ��.•'ti%GENSF••!�� OVERALL DESIGN PRESSURE=+43.6/-43.6 PSF DOOR DESIGN PRESSURE=+34 f 34 PSF p , SIDE LITE DESIGN PRESSURE=+341-34 PSF _ No.58705 EXAMPLE 5,(USING TABLE 1):X WITH GLASS TYPE A, OVERALL DESIGN PRESSURE=+34 I-34 PSF 32"WIDE X.90"HIGH SINGLE DOOR(SEE NOTE 8) GLASS TYPES(ALL TABLES THIS SHEET): `� �I f p G DOOR.DESIGN PRESSURE=+75/.75 PSF EXAMPLE 6,(USING TABLE 1):XX WITH GLASS TYPE A A.3/8"LAMI(118"A,.090 PVB,3/16"HS) '�O `TATE o 63-3/4"WIDE X 91-3/4"HIGH DOUBLE DOOR(SEE NOTE 8) B.3/8"LAW 1/8"HS .090 PVB '• �� DOOR DESIGN PRESSURE=+75/-75 PSF C;7/16"LAM((3/16"A,.090 PVB;3/16"HS) NAL D.7/16"LAW(3116"HS,.090 PVB,3/16"HS) rr r l r r I n I E.13/16"LAW IG(3/16"TP,1.14"AIRSPACE,10 HS,.090 PVB,3/16"HS) A.LYNN MILLER,P.E. P.E#58705 3. EXTERIOR G=�INTERIOR 40 EXTERIOR INTERIOR . p{B{ag�i1h 16efl0'�% 10 1 2 �4 a7:pl - � Sspiiai3ca baic„�t{1.�- 64 AT HEADMAMB 37 60 . . 65 AT SILUJAMB CLEAR-COLORED H)NO CHANGES THIS SHEET.- SEALANT AK-04115l20 EXTERIOR INTERIOR 62 ... cy Y -2 ® 63 > o .�aa o g 0 s�a0 L 0 N �' OM U)LU �O 0 MAX- co e MAX. MAX. MAX. SIDE gZ W U co h a a0 .aN OLO DOOR DLO LffE I—z Y •� m CIAO FRAME FRAME W HEIGHT HEIGHT o> Lo LL oa O ® O co co �b O z Isa4S ® N ❑ O F— �❑" ' U W Z FnRu o z a :E F 12 SL VIEW G-G ¢ > +osa0 saua5 s 61 CORNERASSEMBLY ,it 40 `\ O LYNNN 40 y�.r No,:58705 *- 1.48814]—n — i IOC STATE_F DOOR SECT.A-A SL SECT. B-B `'•FLORID•' \���` 14-16,102 — i��A` VERTICAL VERTICAL //'!s�' '�NG\`, A.LYNN MILLER,P.E. P.E#58705 q 49 . MAX.'XX'FRAME WIDTH. z eLs S➢orl4+ . �MAX.� __..... •MAX: wH)NOCA14 DLO rvvr SECT.G-G - oLo 31 a H)NO CHANGES THIS SHEET.- M REINFORCEMENT 3 r 35 36 34 44 HORIZ, 46 45 5 NOT REQUIRED FOR 32 STAND-ALONE WX DOORS, 20 N Y x Lu saa MAX.'X'FRAME WIDTH O (n .,a7aO O . N (A C) .. r: .. REINFORCEMENT Q�° NOT REQUIRED FOR INTERIOR i UT V (n __.. U W uMap ,dN . STAND-ALONE'X' 1w-W`r : nleo I ° DOORS. >d w ri I MAX: dS N O _ DLO rX'SECT. D-D o p -It 46Z1 5, . HORIZ- EXTERIOR ® N p❑ U laays U W 2 SPACING;SAMEAS. 314' ° w F a JAMB ANCHOR SPACING 67 REINFORCEMENT r lms (SEE SHEETS 7,8.AND 9) —MAX,SL FRAME WIDTH— MAX SL RRAME WIDTH— —1 NOT REQUIRED FOR u O I STANDALONE'O' NOTES: n N o SIDE LITES, _j 0 r 1)CLEAR OPENING FOR WAND'XX'DOORSAS FOLLOWS:. d ❑ 62 WDTH: oI,!1 'assO sauas 'X'DOORS=DOOR.FRAME WIDTH-5.646 - 'XX DOOR DOOR FRAME WIDTH 12 b.079 Iy ily'7/ HEIGHT �,0`I NY LYNN DOOR FRAME HEIGHT 3259 2)SIDE LITES OVERLAWK AND'XX'DOORS BY 314'WHEN Q-,:' •,(n��� ASSEMBLED TO MAKE'XO','OX','OXO'$XO','OXX'.AN4'OXXO' ! No,58705 CONFIGURATIONS. .8)FULL LENGTH REINFORCEMENT APPLICABLE TO POOR MAX. r MAX. ANQ SIDE LITE COMBINATIONS FROM TABLES I AND 2, •, SATE I SEE NOTE 3, DLO 111111 _ DLO -SHEET 2.ITEM 221S NOT REQUIRED WITH COMBINATIONS. %N •' 17 TH(S SHEET 2� FROM TABLES3AN44,.$HEFT 2,OR WITH SThND-ALONE'O', O� '<ORIDa.•'' 62 SL SECT. ESE 62 66 SL SECT..F—F x'&'XX'CONFIGURATIONS FROM TABLES1 AND 2. ��'SS�ONAL-ENG' ''III IIII IIII� HORIZ. (DOOR W/SIDE LITE) HORIZ. (SINGLE SIDE LITE) A.LYNN MILLER,P.E. P.E#587O5 ITEM DWG# PGT#_ DESCRIPTION SILICONE 1. 943E fi0411 FRAME HEAD 2 1010 60300 WSTP.,Q-LON.190 X.375 HIGH 3 7070 67070K BULB WEATHERSTRIP.187X.300 HIGH STRUCTURAL -q/4"NOM. 4 055 7955X FLUSHBOLT STRIKEPLATE POLYISOSUTYLENE 5 93B 7938X 2 PT.LOCK STRIKEPLATE- WITH DESICCANT 6 956 -7958A FRAME HEAD STRKEPLATE BACKING PLATE. KODISRACE 7 7B32X12FP7a' #832 X.500 PH.FL MS-S:S.W/6NCONE PATCH- EXT..GLASS 80 8 995 70995 GASKET BETWEEN THRESHOLD&FRAME JAMB O 4SG TPS 9 996 70996 GASKET(BETWEEN HEAD&FRAME JAMB) - 10 952A 6533016 FILLER HEAD ADAPTER aEVNO 11'-11000 611000M OUISWING THRESHOLD _ I ft7IDLiCT 12 1670 671670 WSTP,.350RD FOAM FILL T•SLOTAMSBURY#32011 ..INT.GLASS axsaasplriagrNht$eFTu'ld4: 13 11004A. 6N004M OU'P1 '50THRESHOLD CHANNEL COVER f4nW3LmA Gnk 14 11001A 4119DIA ACETALSPACER.065Q THRESHOLD,OPTIONAL AcseptaviceNO aa'b1{27'OI 15 11002A 411002A- ACETAL SPACER.095 @ THRESHOLD,OPTIONAL - - LlsjsT:tgaJ#a Drat; a' 'L'Z._ _18 11OD3A 411OD3A ACETALSPACER:140@THRESHOLD,OPTIONAL HOT-MELTBUTYL .�,.�)1«9�-�,"•- 1 20 915D 60380 IFRAME JAMB(OUTSWING)' STRUCTURAL - '" L1,9 ACTIVE21 �Fia.I PnTdsrl 22 6608 6 6 M REINFORCEMENT,1.WOXZ750X0.650,60G1-T5 SILICONE 3116"NOM. - DOOR FOAM 23 1140 78Xl12PSATS 08 X 1.500 PH SO A TIS 24 1048 71048 JAMB SCREW COVER CAP' WllTi PANEL c H)ADDED BACKBEQDING.- DESICCANT AK-04/16120 25 930 4172W STRIKE PLATEINSERT SUPER LOCK � 26. 1118 710X94PFA #10 X.750 PR FL 6M5 EXT..GLASS 91 ® TAIL l.il� 27 7070 87070K BULWEWEATHERSTRP..167 X.300 HIGH SPACER NXT STILE 30 910D 6910 DOOR PANEL,TOP 9 BOTTOM RAIL 31 919E 6911 DOOR PANEL,SIDE RAIL - 04 32. 917 lFgTGE EXTRUSION - Y _ 33 1178- 71058FP W;0 #10 X.625 PR FL SMS INT.GLASS j - p xaa. 34 919A 60378M TRUSS CLAMP n 0!. � -O 35 1130 GTRODA 5118-18 THREADED ROD _ 36 990 7990NUTA. 5116-18 FLANGED HEX NUT }ti .alv0 37 914A 6037 MM WEATHERSTRIP CHANNEL.. C 38 7634FPi #8X.75 PH.FL'TEK .. - - ALUMINUM �H C) 39 997 70997 GASKET ETWEEN PANEL HEAD/SILL&PANEL STILES REINFORCEMENT O M p 'Z O Lu 40 1023 67924G W'STP.,:187 X.250 HIGH,FINSEAL �� � Z lL CD J CD 5116"NOM, =r) - Fo 41 928 41720. SUDS BOLT ASSY.(INACTIVEPANEL ONLY) - - 42' 1145 76X12FPAW- #6X:500 PH FL SMS TYPE BDS U U 00 W umc�p .oN 43 1212 7P30GG SILL DUST PLUG QNACTIVE PN4) BUTYL& - I-Z'� J DMG r 44 9838 - 69113 DOOR PANEL ASTRAGAL I(OUTSWWG) DESICCANT - LU.. 45 9848 6984 DOOR PANEL ASTRAGAL 2(OUTSWWG) FOAM ® ~O v 0 46 1213 60200K - WSTP..Q-L.ON.IGOX.200HIGH DURASEAL 47 929 74UBL.OK LOCKSUPPORTASSY;41707B41705 EXT..GLASS B2 SPACER Z.. U J LL 48 1139 7634E WX:750 PH,FL SMS °8 49 982 FD2PTAY 2 PT.LOCK ASSY. n- IW O 50 6R780FS RUBBER SLEEVE - - 0 �: laay5 51 930 41721 STRIKE.PL INSERT NACTTVE PANEL) INT,GLASS- a 0j m OO a. 52 931 7FRSPX DEADSOLTSTRIKE PLATE O lo = U. F-• 53 1113 71O G4PFA #10 X.750 PH FL.SMS 54 957 70957X - HANDLE STRIKE PLATE - z U- 0- Z 55 1118 71OX34PFA #10X.750 PRFL.SMS POLYISO= DESICCANT FILL AREA 60 920D 6020D 610ELrfE HEADER BUTYLENE o W aio,5 LL 0 61 9210' 6921 SIDEUTE SILL SEAL 5/16"NOM. y U_ Z. J 62 916B 60381 SIDEUTE JAMB SILICONE SEAL 63 1155 781PC1A. #8 X 1.0DO QUAD PN.SMS - - ROLL-FORMED 64 998 7098 HEAD GASKETS(STOCKING#7G998) STAINLESS STEEL. TM LL - 65 999 7999 .SILL GASKETS 6TOCKING#70999) XL EDGE - - ¢ m LL 68 934A 61641M - SIOEUIE JAMO ADAPTER S9 - v aGR. 'osap svua5 67 #12 X 1.OW SHEET METAL SCREW EXT.GLASS SPACER. 70 712653K SETTINGBLOCK.313Z"Xtl4"X1'W1PSA D1Q,. 1111111 itI1jlf 71 TlU7K SETTING BLOCK.1115"X 1/2"X 1"W/PSA n 4222A 64222 BEAD.'7n6 v �.`�0�1...... �j�iI/ 73: 988 6988 BEAD,318' INT.GLASS `VGEN$F'•. 74 988 IG BEAD Qal 92 086 -(99 6 BEAD,INTERIOR .•P 93 1224 6TP247 BULB.THICK EX(USED IN TRUDED BEAD) TC NG,58705 - 94 GLA23NG SILICONE,DOW 899 OR 983 OR 791 Part# Desprip0an Material I _ 95 GLASS,318"LAMI-1/8•A..90 PVB,3118'HS ,. BO Kommeding 4SG TPS Spacer System. 96 GLASS,318"LAMI.118"HS,,90 PVB,3116'HS See thus 8T GLASS,7116 - �.� l d (1/ 81 Quanex Super Spacer rXr with Hot MeR wyl S_ Sheet for OF 'LAMI-3116"A.80PV8.3116"HS �,.(� 88 GLASS,7I18°IAMI.3116"HS,.90 PVB,NIS"HS - - 62 QuaneX.Ouraseal Spacer Materials (�S •'c�CRID?;.• G��> ardinal XL Edge Spacer T.- 0 oFF THE SHE oEAOABOLTLOCK?M N t THROWOGR 3 STEELLD �L REFERENCE TEST REPORTS:FTL-8717,8968&8970 '�<q'/0NAj 104 OFF•THE 6HELF HANOLEILATCH ASSEMBLY,MIN 7116"THROW,GR3 STEEL ITEMS#17-19,28,29,66-59,68,69,75-79,B4-91&99-101 ARE NOT A.LYNN MILLER,P.E. USED AND ARE NOT PART OF THIS APPROVAL. P.E#58705 1.750—►III JII-—1,760—►{II —1:750. 1.750 � IT � 0 WEATHER STRIP CHANNEL : 1wcra9vmsjj ;OSD. crws*wu a1th the4.000 A624,700 .062 — 4.100. -062 4.100 3.D00 6663-T5 Mt�dd7etp Cad¢ .ACa.e�e1taance Nq�^o'-042?�O( 4.675 4.675 0.375 rv»�mmlkm 04th -2— DOOR FRAME 2Ef H)CORRECTED TUBE MULL 2� JAMB .125 o TEMPER. 6063-T6 -AK-04115rto DOOR PANEL DOOR PANEL 3O` TOP&BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL 6063-T5 6663-T5 44 INTE,RIORASTRAGAL. 45. EXTERIOR ASTRAGAL _ HINGE W d m 6063-T5 6063-T5 32 6663 T5 > o daa � ---1.500-+ 1.578 Q o I I 1 O ° 3.655 .125{ 1_-•.� 805 J— �."—.363 —�-I .89d�-¢— C}9 Nay °ta0 0 m . .550 .750 8-83L' 050 .683 050 Oq M Z. o 1A00 .050 T .. - Z tL(D -j ' .. T r TRUSS CLAMP 3/16"GLAZING BEAD 5/8"'GLAZING BEAD 11 D5D W-co Iw aN E-z`T WO FILLER HEAD ADAPTER 44 6063-T5 74 6063-T5 76 683 w 1 6063-76 6663-T5 s.000 )� LU �-+------3.100-•—�-� o Z cr) LL IT K m IA79 6 GLAZING BEAD O tesus SILJAMB 74' 6063:T.5 1.272 t479 6� 6063-T6 i U z o Z y t w z ata�s .504 5.459 .075 5.212 — .830 -3gp .� Lu FRAME HEAD 6.D65 os5-�-�I•- ¢ W LL O 6063-T6 075 4,586 OUTSWING THRESHOLD an!i a�ao sauas 13 CHANNEL COVER 11 .. 6063-T6 .4T{8s . - . I . I - NgF.750 U10E050.079Lull— 0 —L J, = 0.56705.M/•�•,l��i .L _ 1.000 I 3.000 _ -'�1 .Z0 az0 lz TE OUTSWING THRESHOLD SL HEADER' SL SILL s5o r Oct` FtoRIOA 11 6663-T6 60 6063-T6. 61 6063-T6 SL JAMB 1z5 i�d'S'• 66 ADAPTER 2� TUBE MULL 6063-T6 �NALt �` 6663-T6 A.LYNN MILLER,P.E. ' P.E.t4587D5 TABLE 5: X DOORS; Design Pressure - .See Shoat 2,.Tab le ALL GLASS TYPES .ANCHOR TYPE&2 3.WOOD 1 1,2,CONC SUBSTRATE 3.ALUM. ' .LOAD ZONES v U .. Q 4 ¢ y 20.7lB" µr¢amytA wit fNx&$s, DOFF m o m `5 MAX.O:C. 14161nttCaie ¢ 2 _ ¢ 6" HEAD AaaFo°¢m N.70-b L7•�� FRAME ¢ 2 MAX. ZONE„C, 25,50 79.75 5 2 4 2 1s-114"MAX 83.75 5 2 .4 2 r / 87.75 5 2 4 .2 H)NO CHANGES THIS SHEET. 91.75 5i 2 4 2 j / s AK-04715/20 / 23-11B" / 65.75 6 2 4 2 / MAX.O.C. 27.50 79.75 5 • 2 4 2 O BMAX, a a Y _ 83.75 ..,.5 _ 2 4 2 / FRAME / 0 j. o 87.75 5 2 4 2 64-3/e^ HEIGHT N m o `v O 91.75 6 2 4 2 MAx.DLO \ ❑ to ' \ ?ti a.°0 95.75 6 2 4 2 \ \ a o 29:50 79.75 5 2_ 4 2 a 40" \ OJ 3.0 2 0 83.75 5 .2 4 2 \ (TYP.) \\ Z�m gUl 24.9/16\ \. 2 LLI r c ,g $7.75 6 2 4 2 MAX.DLO\ U U C3co W uMao. 91.75 6 2 4 2 \ \\ FzI Lu � ya 95.75 6 2 4 2 \ >d. ❑J LO 31.50 79,75 5 2 4 2 I _ SILL �'Z IA' LL 63:75 6 2 4 2 I 3 t-°- ZO.NE.°C° oy' p 87:75 6 2 4 2 $7,112•'MAX. ti 9 2 DOOR FRAME WtpT 1.75 6 2 4 H O: 7aa4S ® m Q 95.75 5 3 4 2 NS-DIMENSIONS OF LOAD ZONES FOR 33,5D r NGLE DOOR,X SINGLE DOOR,X o z z 83.75 .6 3 4 3 eI 87,75 $ 3 4 3 N 1Q1-- 91.75 7 3 4 3 w W o 95.75 7 3 4 3 Q X 0 35.50 79.75 6 3 4 1 3 etl! °sa0 sauag 83.75 6 3 4 3 NOTES: 87.75 6 3 4 3 ��� ONY LY1V/l/�''�i� 91.75 7 3 4 3 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS .` 95.75 7 3 4 3' 2)DOORS MAY BE LEFT OR RIGHT-HANDED, � t,IGENSF '• lam r 37.50 79.75 6 3 4 3 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4"MIN.O.C.FOR CONCRETE,4'MIN.O.C.FOR CMU): =w? No.58705 JAMBS(ALL):13-114"MAX.FROM CORNERS AND 23-1/8"MAX-O.C. _ /'j• Y�- 83,75 6 3 4 3 HEAD&SILL OF DOORS:W MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20-7/e MAX,O.C. -0 87.75 7 1 3 1 4 1 3 =73 '. ! 0�17 Ir 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NDtT AVAILABLE SIZE. O� ,STATE OF (V4' 91.75 7 3 4 3 •.FCORiDP•.•''\��� 95.75 7 3 4 3 5)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14, i ss� C /ONAL A LYNN MILLER,RE RE#5B7Q5 TABLE 6 20-716"MAX.O.C. Design Pressure XX DOORS; 6„ I I -, { 9"MAx sea Sheet 2,Tanla i ALL GLASS TYPES MAX Ir- I s ANCHOR TYPE&2.3.WOOD 1,2,CONC 13414"MAX, SUBSTRATE 3ALUM.. - LOAD ZONE / _ / \ NOTES: 3 o a 1)SEE SHEET 1 FOR GLASS AND ANCHOR.TYPE DESCRIPTIONS. r Rmma y < N as mopfyl.0 HG the fled&' ' 2)DOORS MAY BE LEFT OR RIGHT-HANDED. iWlding Code MAX MAX �. ¢ s ¢ / ® / \ 23-118" . AwpI.9e Not2,g--o�,jt7�( POOR FRAME .' _ ' _- / \ MAX.-O.C. 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4"MIN. FAVIC tle D°le 1011�2- FRAME HEIGHT ' O.C.FOR CONCRETE 4"MIN.D.C.FOR CMU): -�L,_• 1* WIDTH y'S X X X 84-3/8" 0 95.3/4" JAMBS(ALL)13 1/4"MAX.FROM CORNERS AND 23-118"MAX.O.C. ' 47.75 79.75 4 3 4 2 MAX`DLO / MAX. HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9"MAX.FROM / FRAME' ASTRAGAL CENTERS AND 2a7f8"MAX.O.C. 83.75 5 4 4 .2 \ 7 HEIGHT - - H)NO CHANGES THIS SHEET.- ' 87.75 5 4 4 2 q 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE, 3 AK-04116M 91.75 5 4 4 2 \ / 5)FOR ANCHORAGE DETAILS SEE SHEET 14. a 95.75 5 4 4 2 51,75 79.75 5 4 4 2 \ / Y.83.75 5 4 4 2. _.. > �. O *�=g 87,75 5 4 4 2 A 91,75 5 .4 4 2 3 p o o 0 71-3/4"MAX:DOOR FRAME WIDTH alap O _ w f 7s s a a '3 TYP.ELEVATION OF XX CONFIGURATION' o `� 55.75 79.7 5 4 4 2 z', W 83.75 4 4 2 H x L vi JB 91-75 5 4 4 '2 ZONE"D" ,� ZONE D"�HEAD W Z H ="aa 14 -r-I �/ao 9175 B 4 4 3 of w ti. T 4 3co LL 59,75 79.7 5 5 4 2 / \ EXAMPLE: O 75 5 5 4 j 2 /'/ \\ XX WITH GLASS TYPE A, 63-3/4"WIDE X 91-314"HIGH DOUBLE DOOR, 87,75 6 5' 4 3 / \\ ANCHOR TYPE 3 INTO WOOD ® m Q W=4S 91,76 6 5� 4 13 // \ 1305" DESIGN PRESSURE=+75/-75 PSR H 03 95.75 6 5 4 3 \ O.C. ¢ SEE EXAMPLE.6;SHEET 2 FOR DP EXAMPLE U z 63,75 79,75 5 5 4 2 ¢ / \ z w / \' �(' z F Ill J aloas 83.75 6 5 4 3 0 W IT N LL M 91-314" m DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 87.75 6 5 4 3 ANCHORS @EACH JAMB w WO o 91.75 6 5 4 3 \ / 5 ANCHORS,EACH DOOR PANEL @ HEAD \ / 5 ANCHORS EACH DOOR PANEL @ SILL cc < XX 95.75 7 6 4 3 \ / 4 X 67.75 79.75 6 5 4 3 \ / ?Igt •asap s=ua9 \ / O SEE CIRCLED VALUES ON TABLE 6. 83.75 6 5 4 3 87.75 6 5 : 4 3 \\ X=DENOTES ANCHOR LOCATION. `�C •"L4GCh S�`•/�l 91,75 7 6 4 3 / 13-114" �-. No.58705 95.75 7 6 4 3 I II z'r 71.75 79.75 6 N43 2B-7/9' y^ 1 6"MAX.83.75 6 suLSILLd Z87.75 6 ZONE"D" ZONE"O" �� A7 OF� ' ;LGRIDP91.75 95.75 7 LOAD ZONES FOR XX CONFIGURATION '4fS,��NAL1E � &ANCHORAGE LAYOUT USED IN EXAMPLE A.LYNN MILLER,RE P.E.#68705 TABLE 7:. .. - O SIDE LITE, Destgn Pressure , sea sneer 2 ALL GLASS TYPES ,Tabta 2 ANCHOR TYPE& 2,3,WOOD 1,2;:CON6" - SVBSIRATE 3ALUM. LOAD ZONES- . ti w - „FLORUCf -m y m N MAX.O.C. an"LaK y1 IY Btt;ELtY r: _ asWwC SIDELffEFFAME HEADEplruGp3apafptence �a4�'•�Z•FRAMEAX. ZONE"E' �-L I'I'X'1.2 WIO7H h.._�1L,- t.�..�.-•.:- r--. _ O O O O 13-14"MAX: 10.75 79.75 4 1 4 1 83.75 a44 1H)NO CHANGES THI87.75 1AK-04115f20 91.75 1MAX.O.C.95,75 1 / 12.76 7915 4 2 4 2 m z N Y = 83.75 4 2 4 2 55-974" o O . LU c "naa 84-318° MAX. N N > O. 67.75 4 2 4 2 MAX.DLO FRAME' m � (y d O 91.75 4 2 4 2 HEIGHT a 0 cALo r 9536 4 2 4 2 � O N o1c0 � .o 19.00 79.75 4 2 4 2 4 JO ''o W 83-75 4 2 4 2 33-5I8" Z W cD J 87.75 4 2 4 2 MAX-DLO T-LL �µa a o 91"75 4 2 4 2 W`1 DI AO 95.75 4 2 4 2 I I 0>m LU 2f.75 79.75 4 2 4 2 B3 Y� ZONE"E ILL 83.75 4 2 4 2 36-37a•MAX. O_ 8T75 4 2 4 2 §IDE LITE FRAME WIDTH O 9.1.75 5 2 4 2 e O laays 95,75 5 2 4 2 TYP.ELEVATION OF LOAD ZONES:FOR 27.75 79.75 5 2 4 2 SINGLE SIDELITE,O SINGLE SIDELITE,O o z z UJI 83.75 5 2 4 2 Of I N a i LL 87.75 5 2 4 2 m 91.75 6 '2 4 2 J Q o M75 6 2 4 2 ¢ O, 0 36.13 79.75 6 3 4 1 3 aUll rosap.alias 83,75 6 3 4 3 i 87.75 7 3 4 3 NOTES: `�. QNY LYNN�� i 91.75 7 3 4 3 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 95.75 7 3 4 3 2)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4"MIN.D.C.FOR CONCRETE,4'MIN.O.C.FOR CMU): x+•t NO-58705 36.75 79.75 6 3 4 3 ,IAMBS(AWc 13-114`MAX.FROM CORNERS AND 23-118"MAX.O.C" - sY 83,75 6 3 4 3 HEAD&SILL OF SIDE LITES;6"MAX,FROM CORNERS AND,24-3l4"MAX,O.C. 87,75 ] 3 4 3 3)FOR SIZESNOT SHOWN,ROUND UPTO THE NEXT AVAILABLE SIZE 5 A n 91.75 7 3 4 3 %�s' RIDP.•' 95.75 7 3 4 g 4)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. , �� S7aNAL . ���1l 11111111`` A.LYNN MILLER,P.E. P.E#68705 TABLE B; - 9'MAX' Design Pressure 20-718"MAX.O.C, r 6"MAX. X0&oX, I Reln(mced: See Sheet 2,Tables 1&2 ALL GLASS TYPES MAX. I 3 3 Unmin;omed: see Sheet 2,Tahlea 3 8 4 ANCHOR TYPE& 2 3,WOOD 3 ALUM 1.2,CONC I 13.1/4"MAX. SUBSTRATE _ --" NOTES' LOAD ZONES \ " S SHEET FOR GLASS AND ANCHOR TYPE SEE TABLES 1-0 D, ESCRIPTIONS, SHEEP 2 FOR w p ;u o 23-IIW \ REINFORCEMENT e.tw IY6'VBY3fS =" MAX.O.C, \ REQUIREMENTS. 2)DOORS MAY BE LEFT OR RIGHT-HANDED. - m wep;ybill with the Fla" MAX MAX'X m N !n < °a m ¢ /\ _ bbwng Cato MAX m $ o m m .3 o m \ 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS Acmcptaam Noz�yZ�'G SIDE LITE DOOR A g ¢ g - ¢ p / FRAME 'FRAME FRAME ¢ ug w ¢ ¢ w u� ¢ / \ 95.3f4" FOLLOWS"(4"MIN O.C.FOR CONCRETE,4"MIN.O.C. ;p t}py B v2 WIDTH WIDTH HEIGHT _ _ ' $ _ ' MAX. FOR GNU); 84 3/8" O O X X O O X X / FRAME JAMBS ALL,13-1/4°MAX.'FROM CORNERS AND 10.75 25,50 79.75 4 2 3 5 4' 2 2 4 MAX.DLO / HEIGHT 23-118"MAX O.C: j HEAD&SILL OF DOORS:6"MAX.FROM CORNERS, 83.75 4 2 4 5 4 2 2 4 // 9"MAX.FROM ASTRAGAL CENTERS AND 20-718" H)NO CHANGES THIS SHEET.- 8775 4 2 4 5 4 2 2 4 / - MAX.O.G. AK-04N520 4 HEAD&SILL OF SIDE LITES;6"MAX.FROM 91.75 4" 2 4 5 4 2 2 4 / CORNERS AND 24-3/4"MAX.O,C. ' 24-9/16" 33.5/6" p 95.75 4 2 4 6 4 2 2 4 "/MAX.DLO MAX.DLO � 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT 1275 27.50 79.75 4 2 4 5 4 2 2 4 / AVAILABLE SIZE. r Y 2 83.75 4 2 4 .5. 4 2 2 4 13-1t4"MAX. as 5)FOR ANCHORAGE INSTALLATION DETAILS SEE 87.75 4 2 4 5 4 2 2 4 A B B - SHEETS 14&15. 0 a 0 .75 4 2 4 6 4 2 2 4 314°MAX.SIDE 91 3 3. 36 }h l0 o 91.75 4 2 4 6 4 2 3 4 6)CONFIGURATIONS WHERE THE DOOR LOCKSTILE a o O 0 37-12"MAX.DOOR - LITE FRAME WIDTH O 04 ABUTS A SIDE LITE NOTAVAILABLE WITH 19.00 29.50 79.75. 4 3 4 5 4 2 2 4 FRAME V A)TH 73-12"MAX.DOOR-SIDE LITE FRAME WIDTH REINFORCEMENT. O0 o 2 W o 83.75 . 4 3 4 5 4 2 2 4 TYP,ELEVATION OF XO CONFIGURATION 7)SIDE LITE OVERLAPS DOOR BY314"ONCE Z Il-(D ' ASSEMBLED. 111 O (OX SIMILAR) W. _00 "'-N U U LL] uxoi0 57.75 4 3 4 6 4 . 2" 2 4 9Mo 91.75 4 3 4 6 4 2 3 4 HEAD ZONE"D" HEAD ZONE'E ) W J o 95.75 4- 3 4 6 4 2 3 4 9"MAX. -�{ -H{- 6"Mom' o 2!v' p 21.75 31.50 79.75 4 3 5 5 4 2 2 4 r fn O 83.75 4 3 5 1 6 4 2 2 4of \\ o 87.75" 4 3 5 6 41 2 3 4 EXAMPLE. O 0 Ply!; .5 3 5 6 4 2 3 4. \\ XO WITH GLASS TYPEI3, ® 0 36"X 84"SINGLE DOOR WITH 36"X 84"WIDE SIDE LITE, ry = J F 95.75 5 3 5 7 4 2 3 4 \ # ANCHOR TYPE 3 INTO CONC, z U �4 Z 27.75 33.50 79.75 5 3 5 6 4 2 2 4 \\ DOOR DESIGN PRESSURE_�75%-75 PSF o 2 EUJI - 83.75 5 3 5' 6• 4 2 3 4 a \ m Of aloes w \ z DOOR ANCHOR REQUIREMENTS FROM TABLE 8; N LL XO --1 87.75 5 3 5 6 4 2 3 4 z O g O N4 ANCHORS @ DOOR JAMB 91.75 .6 3 5 7 4 3 3 4 m / m 3 ANCHORS @ DOOR PANEL @ HEAD - J O 95.75 6 3 6 7 4 3 3 4 / 3 ANCHORS @ DOOR PANEL.@SILL Q' "X 0 / 4 ANCHORS @ SIDE LITE JAMB apl rosa0 saJL_ 36.13 35.50 79.75 6 4 5 1 6 4 1 3 3 4 / 3 ANCHORS @ SIDE LITE @ HEAD 83.75 6 4 5 6 4 3 3 4 / 3 ANCHORS @ SIDE LITE @SILL 87.75 7 5 5 6 4 3 3 4 x"OpV LYNIV,�i 91.75 7 5 6 7 4 3 3 4 / `y�,.• L10EN F •.!!��� 9535 7 5 6 7 4 3 3 4 _36.75 37.50 79.75 6 4 5 6 4 3 3 4 O SEE CIRCLED VALUES ON TABLE B, _ Nc N0,56705 - L j 83.75 5 4 5 6 4 3 3 4 20-7/8" �J I �J 6"MAX. X DENOTES ANCHOR LOCATION, f 0 87.75 7 5 5 7 4 3 3 4 �� -r O 0 9"MAX. 24-314° O TAT.6 OF 91.75 7 5 6 7 4 3 3 SILL ZONE"D" SILL ZONE f 95.75 7 5 6 7 4 3 3 4 F '.•,(ORIDP \'�; LOAD ZONES FOR XO CONFIGURATION SS/p�;AL ANCHOR QUANTITIES FOR THE DOOR AND SIOELITE TO BE DETERMINED INDEPENDENTLY. &ANCHORAGE LAYOUT USED IN EXAMPLE. �7"'llll"`�, ' (OX SIMILAR) A LYNN MILLER,P.E. P.EN 68705 BLE 9: Design Pressure. 6",MAX OXO,ALL GLASS TYPES 20-71a"MAX.O-C. I {I 6.MAX Reinforced: WA 6.MAX I -24-314"MAX.O.C. Unretn(omed: See Sheet 2,Tables 3&4 2,3 WOOD MAX, ~- 3A 36 ANCHOR TYPE&SUBSTRATE 3 ALUM 1,2,CONC ' .13-1/4"MAX. - LOAD,ZONES - - w � w � MAX MAX'X rn N :° N y 23-1/B' / AarepfanNe?c•G�Z7ol 'MAX m o' o m 'o `o - MAX.O.C. / Fa�lfatboa ikre_�-3;.'i SIDE LITE. DOOR FRAME ¢ w w ¢ w / FRAME FRAME x x x _ / �16.. •�-',„ HEIGFii WIDTH- WIDTH o O x o o X / / ° _MAX. 3ffs i SAr r'rw9�t 10.75 25.50 79.75 4 2 7 4 2 3 - L FRAME 83.75 4 2 7 4 2 .3 / HEIGHT 87.75 4 2 7 4 2 13 y HAK-0 CHAN115R0GE5THISSHEEP.- 91.75 4 2 7 4 2 3 4 495.75._ 4 2 7 4 2 3 12.75 27.50 79,75 9 2 7 4 2 3 93-518^MAX.DLO O83.75 4 2 74 2- 3 > onay 87.75 4 2 7 4 2 '3 a o 91.75 4 2 7 4 2 5 j e e } alep W v> 95.75 4 2 7 4 2 5 36-314"MAX.SIDE 3 3 ccff• 19,00 29.50 79.75 4 3 8 4 2 3 LITE FRAME WIDTIi 37-1/2"MAX.DOOR O J 00 W FRAME WIDTH Z tL J 83.75 4, 3 8 4 2 3 199.112"MAX,DOOR+SIDE LITE FRAME WIDTH NOTES: 87.75 4 3 4. 2 5 o e 91.75 4 3 8 4 2 5 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS, W Z I.- 8 uaotp �Ma ,TYP.ELEVATION OF OXO CONFIGURATION_ >^ 2)DOORS MAY BE LEFT OR RIGHT-HANDED. ti 95.75 4 3 8 4 2 5 y W (NOT AVAILABLE WITH REINFORCEMENT` - O Z 0 21.75 31.50 79.75 4 3 8 4 2 3 HEAD HEAD HEAD 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS r U- 83.75 4 3 8 4 2 5 ZONE"E' -ZONE"F"-�-ZONE"E"� (4'MIN.O,C.FOR CONCRETE,4"MIN.O.C.FOR CMU): JAMBS(ALU:13-114"MAX.FROM CORNERS AND 23-118" O 87.75 4 3 8 4 2 5 - MAX.O.C. 91.75 5 3 8 4 2 5 / HEAD&SILL OF DOORS:6"MAX FROM CORNERS,9"MAX. m O Iaa45 / FROM ASTRAGAL CENTERS AND 20.718"'MAX.O.C. ® m x to 95.75 5. 3 10 4 2 -5 - / HEAD&SILL OF SIDE LITES:6"MAX.FROM CORNERS AND # U 27.15 33.50 79.75 5 3 8 4 2 3 / 24-3/4"MAX O.C. 0 W J aloag / 83.75 5 3 8 4 2 5 / 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE LL L¢- I- 111 J 87.75 5 3 8 4 2 5 ro / SIZE, n 91.75 6 3 10 4 3 5 / r, z / 2 5)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS J X 95.75 6. 3 10 4 3 5 N / N 14&.15. Q p m m aNa asap sauag 36A3 35,50 79,75. 6 4 8 4 3 5 \ 6)CONFIGURATIONS WHERE THE DOOR LOCKSTILE'ABUTSA 83.75 6 4 8 4 3 5 \ SIDE LITE;ARE NOT AVAILABLE WITH REINFORCEMENT: ��tl LYN 87.75 7 5 8 4 3 5 \ 7),910E LITE OVERLAPS DOOR BY 314"ONCEASSEMBLED. ��� ON NM/ 91.75 7 5 10 4 3 5 \\ ��, �1GNSF'•.l���i 95.75 7 5 10 4 3 5 \\ =* No.58705 T� 36.75 37.50 79.75 6 4 8 4 3 5 \ 83.75 6 4 8 4 3 5 87.75 7.15 10 4 3 5 \ �0'• S rATE F 99.75 7 5 10 4 3 .5 I ?.•.''O�=; SILL f- .SILL SILL ��7 S N \ 95.7577 5 10 4 3 5 ZONE"E ZONE"F" ZONE"E" i7 �OAJA� ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE 11 I I I I.100, DETERMINED INDEPENDENTLY. LOAD ZONES FOR OXO CONFIGURATION A LYNN MILLER,P.E. P.E.458705 TABLE 10: Design Pressure XXG&OXX,ALL GLASS TYPES 20-7/6"MAX.O.C. rc 9"MAX RaInfood: See Shoat 2,Tables 1&2 (� 9"MAX. 24-314"MAX.O.C. IUnreinforced:1 See Sheet 2,Tables 3&4 I ANCHORTYPE&SUBSTRATE 2,3,WOOD 1.2.CONC 6 1 3. 838 3:ALUM LOAD ZONES 6•MAX, � rn rn in h y !/u)dfngCod¢ MAX MAX 70C `� m o 'a �' m o 'o / \ 4 SIDE LRE DOOR MAX m o � 23.118" / I 23-118" AccPrlrluncc MAX.O.C. \ MAX.DLO F.�irntMe Date d _FRAME FRAME FRAME ' x x ' z x x / \ SEE T 2 FOR 1-4, f WIDTH WIDTH HEIGHT x sxC x x x x \ SHEET RCr a, lS� OO X X x O -O X X. X O REWFOfiCEMENT $y} gy 10.75 47.75 79.75 4 2 4 3 6 4 2 4 2 3 / \ REQUIREMENTS. 9M X. 83.75 4 2 5 4 7 4 2 4 2 3 © FRAME 3 87.75 4 2 5 4 7 4 2 4 2 3 8\qg• // HEIGHT H)NO CHANGES THIS SHEET.- 91.75 4 2 5 4 7 4 2 4 2 3 c c MAX'Leo h AK-04115120 95.75 4 2 5 4 7 4 2 4 2 3.. / m 12.75 51.75 79.75 4 2 5 4 7 4 2 4 2 3 2asns\ / 33.5/8" 83.75 4 2 5 4 7 4 2 4 2 3 MAX.DLO\\ // I MAX.DLO UJI CS A'a 87.75 4 2 5 4 7 1 4 2 4 2 3 Q o w 91.75 4 2 5 4 7 4 2 4 2 3 - }� 95.75 4 2 6 4 7 4 2 4 3 5 O N alan O �� � o 19.00 55.76 79.75 4 3 5 4. 7 4 .2 4 2 3 3 II_ 3 - L SIDE LIT NIAXE 0 LL z 71-374"MAX.DOOR FRAME WIDTH --�'i�� I]- SIDE LITE FRAME O-1 p � W 83.75 4 3. 5 4 7 4 2 4 2 3 107-314".MAX.DOOR-SIDE LITE FRAME WIDTH "- ►• Z W CD 87.75 4 3 5 4 7 a z a 2 3 TYP.ELEVATION OF XXO CONFIGURATION NOTES: w v uMoe0 91.75 4 3 6 4 7 4 2 4 3 5 f Z q D.xO (OXX SIMILAR) LU J 95.75 4 3 6 4 8 4 2 4 3 5 1)SEE.SHEET 1 FOR GLASS AND ANCHOR TYPE Ir> W rn I..� �y DESCRIPTIONS. C3 Z p 21.75 59.75 83.75 a 3 5 8 4 2 4 2 9 I ZO E�D" ZONE�F ZONEDE' I 2)DOORS MAY BE LEFT OR RIGHT-HANDED, 05 p 87.75 4 3 6 5 8 4 2 4 3 5 / \ 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS OO J hays 91.76 5 3 6 5 8 4 2 4 3 5 / \ FOLLOWS(4"MIN.O.C.FOR CONCRETE,4"MIN,O.C. ® ry p 95.75 1 5' 3 6 5 8 4 2 4 3 5 / \ FOR•CMU): _ F / \ JAMBS(ALL):13-1/4"MAX.FROM Z U W Z 27,75 63.75 79.75 5 3 5 5 6 4 2 4 2 3 / \ CORNERS AND23-118"MAX.O.C. o Z p 83.75 5 3 6 5 6 A 2 4 3 5 / \ HEAD&SILL OF DOORS:6"MAX,FROM w a/O°5 / \ CORNERS,9"MAX.FROM ASTRAGAL U- O 87.75 5 3 6 5' 8 4 2 4 3 5 ¢ / \ m CENTERS AND 20-7/8"MAX.O.C. a 91.75 6 3 6 5 8 4 3 4 3 5 z / \ Z HEAD&SILL OF SIDE LITES:6"MAX.FROM w O p CORNERS AND 24-3/4"MAX.O.C. cc ,J 95.75 6 3' 7 6 10 4 3 4 3 5 m / LL / \ N Q 36.13 6775 79.75 6 4 6 5 8 4 3 4 3 5 ¢ \ 4)FOR SIZES NOT$HOWN;ROUND UP TO THE NEXT alil 1'°.0 saeas \ / ' AVAILABLE SIZE 83.75 6 4 6 5 8 4 3 4 3 5 \ 87.75 7 5 6 5 8 4 3 4 3 5 \ / 5)FORANCHORAGE INSTALLATION DETAILS SEE \i1t11 I I L I I11/11, \ / SHEETS 14&15. ��A�'LYN/y 91.75 7 5 7 6 10 4 3 4 3 5 \ / :� '` \ / 6)CONFIGURATIONS WHERE THE DOOR LOCKSTILE C\�.• LICENSE -�(�it 95.75 7 5 7 1 6 1 101 4 3 4 3 5 \ / ABUTS A SIDE LITE ARE NOT AVAILABLE WITH Q: 36.75 71.75 79.75 6 4 6 5 8 4 3 4 3 5 \ / REINFORCEMENT.' = i/ No.58705 83,75 6 4 6 5 9 4 3 4 3 5 \ / _ (/t \ / 7)SIDE LITE OVERLAPS DOOR BY 3/4"ONCE --O ' 67.75 7 5 6 5 lz 9 4 3 4 3 5 ASSEMBLED, 0 '�t7 I O STATE F !{7 91.75 7 6 7 6 10 4 3 4 3 5 L SILL SILL I SILL T 20NE"D" ZONE"F" ZONE'E" S •'••.••..•. 95.75 7 5 7 6 10 4 '3 .4 3 5 i�i S7 ANCHOR QUANTrrIES FOR THE DOOR AND SIDE LITE TO BE LOAD ZONES FOR XXO CONFIGURATION ,,,//ONAL1'a � DETERMINED INDEPENDENTLY. (OXX SIMILAR) X LYNN MILLER,P.E. P.E#58705 r 6. 20-718"MAX.O.C, 9'MAX,AX. ,_ 9 '- Design Pressure 9"M If'--IT 24-3f4"MAX.O.C. OXXO,ALL GLASS TYPES MAX. 6"Max" -►{ ~ Reinforoed: See Sheel2,Tables 1&2 3 I f 3 Unrelnforoed: See Shael 2„Tables 3 8 4 ANCHOR TYPE.&SUBSTRATE Z3 ALUM D. 1.2.CONC - � LOAD ZONES I ` \\ NOTES:. L l. (y. L / \ 1)SEESHEET1 FOR GLASS AND ANCHOR w ULNUM w 23.119" // \\ TYPE DESCRIPTIONS, Fig � MAX.O.C. SEE TABLES I-0; MAX MAX 90i 'e m a m W o // \\ ! SHEET2 FOR 2)DOORS MAY BE LEFT OR RIGHT-HANDED. MddlogC°'d° O,J 95.314" ActryNaa«No,2a-o4 27• SIDE LITE DOOR MAX u"S '� ® REINFORCEMENT MAX, iFanimlle+� FRAME ' x, ' _ / \ REQUIREMENTS. FRAME 3)ANCHOR QUANTITIES ARE BASED ON FRAME WIDTHEI FRAME HEIGHT S x = ac 84.31B" p HEIGHT SPACING AS FOLLOWS(4'MIN.O.C,FOR 0 O x 0 O. x MAX DLO 1 \ / / CONCRETE,4"MIN O.C.FOR CMU): 10.75 47.75 79.75 4 2 6 4 2 1 3 JAMBS(ALL).13.11*1 MAX.FROM \ / / CORNERS AND 23 1)e"MAX.O.C. 83,75 4 2 71 4121 3 \ / - HEAD&SILL OF DOORS i 6"MAX.FROM c H)NO CHANGES THIS SHEET 87.75 4 2 Z 4 2 3 a \ A / 4 CORNERS,9"MAX.FROM ASTRAGAL AK-04/15120 \ / CENTERS AND 20.7/9"11w.D.C. - 91.75" 4 2 7 4 2 3 - 2a-9l16\ / L�33 5f8' HEAD R SILL OF SIDE LITES:.6'MAX. 95.75 4 2 7 4 2 3 MAX.DLO\ / MAX,DLO FROM CORNERS AND 24:3 MAX.O.C. 12.76 51.75 79,75 4 2 7 4 2 3 \ / 4)FOR SIZES NOT SHOWN,ROUND UP TO y. x 83:75 4 2 7 4 2 3 THE NEXT AVAILABLE SIZE o ,•naB 87,75 4 2 7 4 2 3 B_ 5)FOR ANCHORAGE INSTALLATION DETAILS 0 O 91.75 4 '2 7 4 2 3 3 3 SEE SHEETS 14 816. } ala0 .O 35-314'MAX.SIDE 71-3/4"MAX.DOOR FRAME WIDTH O N o 95.75 4 2 7 4 2 5 Imo- 6)CONFIGURATIONS WHERE THE DOOR 0�1•• LITE FRAME WIDTH O M 19.00 55.75 79,75 4 3 7 4 2 3 143-314"MAX.DOOR SIDE LITE FRAME WIDTH LOCKSTILE ABUTS A SIDE LITEARE NOT J J o W 83,75 4 3 7 4 2 3 AVAILABLE WITH REINFORCEMENT. Z LL -J TYP.ELEVATION OF OXXO CONFIGURATION =ui (,; ae ! 87.75 4 3 7 4 2 3 7)SIDE LITE OVERLAPS DOOR BY 314"ONCE U U O W 91,75 4 3 7 4 2 5 ASSEMBLED- H z co ~ �Ma o /an HEAD HEAD HEAD HEAD �( o uj > W 95.75 4 3 8 4 2 5 f--ZONE"E'�---ZONE"F'�--ZONE"P'- -ZONE"E" I oZm � .- 21.75 59.75 79.75 4 3 8 4 2 3 W O 83.75 4 3 8 4 2 3 EXAMPLE a cn 87,75 4 3 B 4 2 5 / \ OXXO WITH GLASS TYPE B. 71-314"WIDE X 95-314"HIGH DOUBLE DOOR ca 0 laayg WITH(2)3§-314"X 95-3/4"SIDE LITES. co 43118" / \ ANCHORTYPE 2 INTO CONCRETE, = I- 95.75 5 3 6 4 2 5 / \ Z I DESIGN PRESSURE=+341-34 PSF,' Z U 27.75 63,75 19,75 5 3 8 4 2 3 1 // \\ m SEE EXAMPLE 4,SHEET 2 FOR DP EXAMPLE 0 W Q a1oa5 83.75 5 3 8 4 2 5 ° J- / \ i LL w 87.75 5 3 8 4 2 5 z / \ N DOOR ANCHOR REQUIREMENTS FROM TABLE 11: p O m 4 ANCHORS @ EACH SIDE LITE JAMB t9 O p 91.75 6 3 8 4 3 5 m \ / 5 ANCHORS EACH DOOR PANEL @HEAD p 95.75 6 3 101 4 1 3 1 5 1 5 ANCHORS EACH DOOR PANEL @ SILL Q O. 3.ANCHORS EACH SIDE LITE @ HEADa0y •osa0 saue5 36,13 67,75 79.7$ .6 4 8 4 1 31 5 3 ANCHORS EACH SIDE LITE @.SILL 83.75 6 4 8 4 3. 5 \ / ``11l LY ri ` 87.75 7 5 8 4 3 5 / �• �O�aY NN�9j \ / O SEE CIRCLED VALUES ON TABLE 11. `�"t•.•'•v1GEN C'•'����� 91.75 7 5 10 4 3 5 \ /' ...� 95.75 7 5 10 4 3 5 \ N0.58705 \ / X P DENOTES ANCHOR LOCATION. 36.75 71.75 79.75 6 4 B 4 3 5 - 83.75 6 4 9 4 3 5 sMAX. -►� 9 I s° I I► 2a,ya", �_= 87,75 7 5 9 4 3 5 M ^'^I 120.7/8" M 6"MAx SILL �0��'., STATE OF SILL 91.75 7 5 10 4 3 5 ZONE"E" ZONE F" SILL ZONE E %�S'•FLORIO�.•'G\? 95.75 7 5 10 4 3 5 ZONE"I" � S1 . .0NAI �C�\� ANCHOR QUANTITIES FOR THE DOOR AND SIDE L ETO BE LOAD ZONES FOR OXXO CONFIGURATION '11+1I n1111`\` DETERMINED INDEPENDENTLY- &ANCHORAGE LAYOUT USED IN EXAMPLE - A.LYNN MILLER,RE _ - P.E.#58705 EDGE DISTANCE EDGE DISTANCE 7X WOOD SEE TABLE EDGE DISTANCE— SUCK NOT A,SHEET 1 ;. :* SEE TABLE 1X WOOD .���`• - EMBEDMENT A,SHEET .BUCK,NOTE,1 - 1. 'li.':• . EMBEDMENT 1r4"MAX.SHIM 114"MAX.SHIM 1/4"MAX.SHIM mQuIlliz SEE TABLE SEE TABLE Ik:fdlnL CoQo SHEET A,SHEET 1 Ao"TU.mN.2. gZT•D) 6>tpitculoa Qate � ,}j�2'i DOOR , ,. , HEADALUMINUMs, DOOR HEAD (WOOD) DOOR HEAD (GONG) ( � H)NO CHANGES THIS SHEET.- BERM — H AK-0411520 114"MAX.SHIM 114"MAX.SHIM _r 114"MAX.SHIM 's EDGEDISTANCE .=.��. EDGE DISTANCE j .EDGE DISTANCE u Y 7 O .ag '•' ' - 0 N STAGGERED STAGGERED �� STAGGERED .�h T. O r ANCHORS ANCHORS SEE TABLE ANCHORS 0 NofO IIUIUlGIpt? A,SHEET 1 0 d !A o S W (A g --�— 1XW SEE TABLE 0 0 dco W W—p BUCK,NOTE 1 OTE 1 A,SHEET 1 IW-• ON W'T L . - DOORJAMB (WOOD) DOOR JAMB (CONC) DOOR JAMB (ALUMINUM) o> r r Z to LL a3 0) 0 J SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A.SHEET 1 ,0 00 F ,oay5• O m p W = Z 114"MAX,SHIM 1l4"MAX:SHIM. z U ,J ua MAX. / o Z �( ~ M � elo 5 SEETABLE c•. '=.tom..>l ,?: ® LL Z SEE TABLE A,SHEET 1 I; . A,.SHEETI 'i w � 0 p EMBEDMENT _ EMBEDMENT J G ¢ 0 d - -- - a111 �rap.saua5 2X WOOD GE DISTANCE�• EDGE DISTANC LYN E.+ EDGE DISTANCE BUCK.NOTE 1 �11Y DOOR SILL(CONC) (ALUMINUM) SILL NIGENSF DOOR SILL(WOOD) DOOR ��.• ; No.58705 =_ 1,WOOD BUCKS DEPICTED AS 1.x ARE LESS THAN 1 V2"THICK.1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2xARE 111Z, THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ), Z0�a !�� 2.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON SHRINK,NON-METALLIC GROUT(3350 PSI MIN.),(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE %���''•.,FLOR Dp.• 'ATE �.� LENGTH OF THE SILL THAT IS NOT AND WOOD SUBSTRATE,OR AS APPIROVED BY THE AUTHORITY HAVING JURISDICTIONLOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER: MASTIC IS REQUIRED BETWEEN THE GROUT �'!.`////ONAL EXTERIOR INTERIOR A SILA LYI4N MILLER.2,RE ( LL HEAD& SECTIONS) L 3-TYP.ANCHOR TYPE,EMBEDMENT&EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1.. PA 58705 SEE TABLE EDGE DISTANCE ` i NOTE I WOOD EDGE DISTANCE A,SHEET 1 I EDGE DISTANCE BUCK,,NOTE1 t.. I EMBEDMENT A,SHEET 1 EMBEDMENT .. o 1X WOOD 1/41,MAX.SHIM ��"114"MAX'.SHIM BUCK, 1W MAX.SHIM NOTE 1 �.),IIE:V�•89 SEE TABLE SEE TABLE SEE TABLE eo soa+plytuB wph obc Fk4th A,SHEET 1 A,SHEEP 1 A.SHEET 1 Actcloten�e Auept'Cnda No 2 e-t]427•b I st�daathm tti�e�a-z SIDE LITE HEAD (WOOD) SIDE LITE HEAD(CONC) SIDE LITE HEAD (ALUMINUM) SEE TABLE a H)NO CHANGES THIS SHEET.- EMBEDMENT , I+ EMBEDMENT - A,SHEET 1 •O„-AK-D411520 - I 1/4"MAX.SHIM 114"MAX,SHI� 114"MAX.SHIM T SEETABLE EDGE DISTANCE JEOGE DISTANCE- EDGE DISTANCE A,SHEET i _ } - ql O 0 �, SEE TABLE �1 }^ op O SEEA,S TABLE '•.!:.•'•' A,SHEET (9� - p O SEE TABLE r_- p J O w A,SHEET 1 L Z u-CD --� •i. to 2X WOOD •t00 U U e w uwmp BUCK,NOTE 1 1X WOOD BUCK,NOTE 1 I--W SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) -SIDE LITE JAMB (ALUMINUM) o> w m -z E o SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 - SEE TABLE A,SHEET 1 a F T Q I-d45 ® f 1!4"MAX.SHIM z z 0 z 1/4"MAX,SHIM o z tX WOOD w z I BUCK,NOTE 1 --114"MAX.SHIM F SEETABLE r_n g J A,SHEET w W p EMBEDMENT SEE TABLE :•.:.'. Q O _ A.SHEET 1 +`•• EMBEDMENT W a apll 'osap -uag 2X WOOD ,••+:•' ?•� `. `' EDGE DISTANCE I EDGE DISTANCE -- BUCK,NOTE1 •, - .y EDGE DISTANCE �� LYN ++ SIDE LITE SILL(WOOD) SIDE LITE SILL(ALUMINUM.) ;•���a�Y'a�w...4, SIDE LITE SILL(CONC) • No.58705 1.WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 112"THICK 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 110 THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). ( O S ATE OF 2.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT(3350 PSI MIN.),(DONE.BY OTHERS)MUST FULLY SUPPORT THE ENTIRE ��'• FsoR1Da k LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT `�sS/pNAL el: AND WOOD SUBSTRATE,,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. GJ EXTERIOR INTERI0R "11I11"� ALL HEAD&SILL SECTIONS) A LYNN MILLER,RE 3.TYP,ANCHOR TYPE,EMBEDMENT&EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1.. ( P.E.ase�u5