Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 'of 2 r BCIS Home j Log In User Registration Hot Topics Submit Surcharge ;.Stats&Facts Publications Contact Us BCIS Site Map i Links Search Woric�a - Product Approval RECEIVEC� r ��� n! Product Approval Menu>Product or Application Search>AT tail ��L• V FL# e t $T, LuCla 4.QIdI1G ! Application Type Code Version Application Status DBPR.Approvals by DBPR shall be reviewed and ratified by the POC mmission if necessary. Comments Archived Product Manufacturer PGT IjVenic stries Address/Phone/Email 1070 hnology e North 4275 -0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative Lynn Miller,P.E. Address/Phone/Email 1070 Technology Dr N Venice,FL 34275 (941)486-0100 Ext 21142 lmiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category gion Subcategory Assembl' tB+�p Compliance Method ting .Ffle C o y Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL REVI E ®� ® FOR CODE@8 1"N"'Ll'A NCE ST. LUCIE COUPTY Referenced Standard and Year(of Standard) Standard e� TAS 201,202,203 B O C C 1994 Equivalence of Product Standards Certified By i I Product Approval Method Method 1 Option A Date Submitted 01/10/2019 Date Validated 01/31/2019 Date Pending FBC Approval Date Approved 02/05/2019 hq://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvweIwRFXRvH... 1/8/2020 Florida Building Code Online Page 2 of 2 Summary of Produ FL# Model,Number or Nam Description 253.1 FD-101(Impact) WinGuard Outswing Aluminum French Door with or without Sidelites Limits of Use cation AgencyCertificate Approved for use In VHZ:Yes FL253 R19 C 0 df Approved for use outst HVHZ:Yes Quality_As rance Contract ES "ration Date Impact Resistant:Yes 10%16 2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NO )for FL253 R19 II 17050401.odf product performance information,anchorage details,and anchor e, Verified By:Miami-Dade BCCO-CE size,and spacing information. Created by Independent Third P luation Reports Create n ent Third Party: 253.2 FD-101(Non-Impact) Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL253 R19 C CAC 17050402.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/02/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL253 R19 I1 17050402.odf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.3 jFD-650(Non-Impact) Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL253 R19 C CAC 17050403.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL253 R19 II 17050403.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.4 JFD-750(Impact) WinGuard Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL253 R19 C CAC 17050404.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL253 R19 II 17050404.1)df product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.5 FD-5455(Non-Impact) Outswing Vinyl French Door with or without Sidelltes andTransom Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL253 R19 C CAC 18-1108.04.odf Approved for use outside HVHZ:Yes• Quality Assurance Contract Expiration Date Impact Resistant:No 01/23/2024 Design Pressure:N/A Installation Instructions Other: FL253 R19 II 18-1108.04.Ddf Verified By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.6 FD-5555(Impact) WinGuard Outswing Vinyl French Door with or without Sidelites and Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL253 R19 C CAC 18-1108.03.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/23/2024 Design Pressure:N/A Installation Instructions Other: FL253 R19 II 18-1108.03.Ddf Verified By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of 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."Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M M Et ICS SecurityMetri s Credit Card Safe i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvweIwRFXRvH... 1/8/2020 �t MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 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 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 b ding code. This product is approve .a _scribe rein,and has been designed to comply with the Florida Building Code, including the High Ve o ' Hurricane Z e. DESCRIPTION: Se i s"FD-101"Alu 'num Outswing French Doors w/wo Sidelites--L.M.I. APPROVAL DOC NT: Drawin o. 11005-1 Rev G,titled"Alum.French Door&Sidelites, Impact", sheets 1. through 15 of 15, dated 4/04/201 nd last revised on 09/17/17, prep PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., ear' a 'ami—Dade oun uct Contro _vision stamp with the Notice of Acceptance number and Ex ' ion date by the Miami—Dade County Pro ontro Section. MISSILE IMPACT RA ING: Large and Small Missile Impact Resistant Limitations: 1. Use of Tables 1 or 2(sheet full len 2)for OX,XO,XXO,OXY,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 required,reinforcement(item#22). i 3. Applicable Egress operable doors must comply with min clear width&height per FBC,to be reviewed by AHJ. 4. lx 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. `VERMINATION 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#16-0629.17 and consists of this page 1 and evidence pages E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1.Chanda,P.E. 4NOA No.17-0504.01 rti.nrti•oAos cvur�rr Expiration Date: October 18,2022 e Approval Date: September 28,2017 \�� Page 1 I y 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 1F,titled"Alum.French Door&Sidelites,Impact',sheets 1 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/#11'- 1013.22) 12-0516.02/#11-1013.22) 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 j 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# 12-516.02/#11-1013.22) C. CALCULATIONS (Submitted under file#15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FB;C- 214 (5"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 Examiner NOA No. 17-0504.01 Expiration Date: October 18,2022 Approval Date: September 28,2017 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.I.DuPont DeNemours & Co.,Inc.) for"Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 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(5th 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. New Evidence submitted 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(5TH Edition) &2017(6th Edition),prepared by PGT, signed and sealed by Lynn Mille ,P.E. 2. Glazing complies w/ASTME-1300-02, 04&-09. i D. 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. 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 1. Statement letter of conformance to FBC 2014(5'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. I G. OTHER 1. This NOA revises & renews NOA#16-0629.17, expiring 10/18/22. Ishaq 1.Chanda,P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18,2022 Approval Date: September 28,2017 E-1 SERIES 101 OUTSWING, IMPACT RESISTANT DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1-4 RATED FOR LARGE&SMALL FRENCH DOOR AND SIDE LITE ON SHEET2 MISSILE IMPACT RESISTANCE 1)GLAZING OPTIONS:SEE BELOW. TABLE A: Min, 2)DESIGN PRESSURES:(SEE TABLES 14 ON SHEET 2. Anchor Anchor Type Frame Substrate Min.Edge Embedment A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. Group Member Distance or Metal B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. Thickness C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD, 114"Elco UhraCon® All Concrete min.2.85 ksl) 7.3/4° 1-3/8" PRODUC r BEVEW 1 F=15 =177 ksl Jamb Hollow Block(ASTM C90) 1-3(4" 1-114" .'.j@yieg WRb We 17sstall All Concrete min.3.35 ksi 13/4' 1-314" SIM Cel 3)CONFIGURATIONS:X,0,XXX,XO,OX,XXO,OXX,OXO,AND OXXO. ( ) AccerlesceNO 17–�. Y'o 2 "410 SS Elco CreteFlex® amb Hollow Block ASTM C90 13/4' 1-114" Eeptrmlosome '= z 4)ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.FOR =127.4 ksi,F�789.7 All Southern Pine(SG=0.55) 1" 1-3/8" ANCHORAGE REQUIREMENTS SEE SHEETS 8-11.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, All Southern Pine(SG=0.55) 9116" 1-ale" 1�rtElVdr Pcm4f�ss THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 3 #12 Steel SMS(Gr.5) All 6063-T5 Aluminum 3/8^ 118" FBC,CURRENT EDITION. 1)ALL ANCHOR HEAD TYPES ARE APPLICABLE. a F)REORGANIZED SHEETS AND 2)MIN.OF 3 THREADS BEYOND METAL SUBSTRATE. °UPDATED TO FBC 2017,ADDED 3)METAL SUBSTRATE TO MEET 5)SHUTTERS ARE NOT REQUIRED. BUILDING CODE AND TO E REVIEWED Y THE AUTHORITY HAVING JURISDICTION.N.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA TABLE A&ALUM.SUBSTRATE.- JR-04/11 0117 6)SEALANTS:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. d Y GENERAL NOTES............1 j '^'a 7)REFERENCES:TEST REPORT FTL-4964,5212&6864;ELCO ULTRACON&CRETEFLEX NOA'Sw o GLAZING DETAILS...........1 p COD8 THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA -201.7 FLORIDASTANDARDS USED: DESIGN SECTIONS }ti o a�0 O -2017 FLORIBUILDING CODE(FBC),6TH EDITION VERT.SECTIONS.............3 (9 N z w BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). -2014 FLORIDA BUILDING CODE(FBC),5TH EDITION HORIZ.SECTIONS...........4 chi ; (n o -ASTM E1300-09 PARTS LIST......................5 O_jo :2W 9 DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA -ANSIIAF&PA NDS-2075 FOR WOOD CONSTRUCTION EXTRUSIONS...................6 z CO s –' oALUMINUM DESIGN MANUAL,ADM-2015 7-13 U U =Ltl - BUILDING CODE.APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING oAISI5100-12 ANCHOR QUANTITY........ o ® Mp 0 n .................14-15 W Z W ` F 0,a JURISDICTION(AHJ), nAISC 360-10 INSTALLATIONF-� .-- � � ��v a Lu V7 to li INSTRUCTIONS: 7116'NOM. 13!16'NOM. 0: Q 1) DETERMINE THE DESIGN PRESSURE,OP REQUIREMENT 3 OM. �GLASSSTACK GLASSSTACK� tY F- (LBS/FT-)FOR THE OPENING USING THE ASCE-7 STANDARD. �GLAS TACK 3116'HS GLASS M Q w0 (31�*DGLA3116"HS GLASS 1/8"HS GLASS ` = J 2}ON SHEET 2,TABLES 1&2 REFER TO PRODUCTS THAT AR .090"PVB1 OR PVB2 .090"PVB1 U C7 z REINFORCED.TABLES 3&4 REFER TO PRODUCTS THAT AREINTERLAYER 1/4^AIR SPACE UNREINFORCED.DETERMINE THE DESIGN PRESSURE OF3 6"AN OR HS GLASS 311 G•TP GLASS ONTE RIAYER o � Q al-'F YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2.THIS DESIGN PRESSURE4 93 94 91 94 W o NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED < O DESIGN PRESSURE FROM STEP 1. 2^GLASS 73 12"GLASS 74 ' 1rz"GLAss a z BITE BITE BITE x711 —.0 sausg 3)DETERMINE YOUR ANCHOR GROUP FROM TABLE A,THIS30 80-83 SHEET AND YOUR GLASS TYPES,(A-D),FROM THE GLAZING LYNN 7j77/ii DETAILS ON THIS SHEET. 71 30 .'714)FROM SHEETS 7-13,FIND THE SHEET THAT PERTAINS TOoR E%TERIOR No.59705 YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES3/8"LAMI NOM. 7116"LAMI NOM. a°R 13/16"LAMI IG NOM. REQUIRED. GLASS TYPE A,(PVB1), GLASS TYPE C (PVB1), GLASS TYPE E _ >, GLASS TYPE B,(PVB2) GLASS TYPE D,(PVB2) =1� ' �S ' ATE F�'•lV` 5)ANCHORS ARE TO BE INSTALLED USING THE LOCATION '�� F[ORIDP,.•' \_�` GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13.SHEET 14 &15 SHOW INSTALLATION CROSSS �SS1ECTIONACDETAILS. 77710NAL1E��` AN=ANNEALED HS=HEAT-STRENGTHENED PVB1=.090"TROSIFOL'9 PVB BY KURARAY AMERICA,INC. A.LYNN MILLER P.E. TP=TEMPERED PVB2=.090"SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. P.E.#53705 J TABLE 1: TABLE 3: NOTES FOR ALL CONFIGURATIONS: DESIGN PRESSURE EIN FORCED DOORS,ALL GLASS TYPES DESIGN PRESSURES FOR UNREIN FORCED DOORS,ALL GLASS TYPES 1)FOR CONFIGURATIONS WHICH X FRAME XXFRAMEll FRAME HEIGHT X FRAME XX FRAME FRAME HEIGHT CONTAIN A SIDE LITE TO DOOR WIDTH WIDTH 6°-793/4" 71-83314" 87314" 913!4" 8°-95314" WIDTH WIDTH 68-79314--F70-63314" 87314" 91314" 8°-953OXO,OXXO),THE LOWEST DESIGN 14" CONNECTION,(XO,OX,XXO,OXX, 30 37112" 6° 71 4 +75.01-75.0145.01-75.13(r+75-01-75.0 75.01-75. 75.0 -75.0 0 0 2 251/2" 4 47314- +58.6 -58.6 +55.4 55.4 +62.4 -52.4 +49.81-49Z +47.4 47.4 PRESSURE SHALL PREVAIL. 27112" 51314" +54.91-64.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29112" 55314" +51.71-51.7 +48.8 -48.8 +46.1 1-46.1 +43.8'-43.8 +41.6 -41.6 2)FULL LENGTH REINFORCEMENT ZTABLE 2: e ° i (ITEM 22 SHOWN IN SECTION E-E, DESIGN ;ESSURES FOR REINFORCED SIDE LITES 2 31 112" 5 59314" +49.01-49.0 +46.2 -46.2 +43.6 1 43.6 41.4;-41.4 +39.3 -39.3 SHEET 4),IS REQUIRED AT DOOR PRODucf REVISE" FRAME HEIGHT 26 33112" 54 633/4" +43.1 1-43.1 +43.1 -43.1 +41.51-41.5 +39.31-39.3 +37.3 -37.3 TO SIDE LITE CONNECTIONS, wcc plyin itb fse Pod& _-GLASS_ _FRAME WHEN USING TABLES 1&2. bW'ng CW. TYPES WIDTH B 314" 35 1/2" 67 314" +38.1 1-3B.1 +38.1 -38.1 +38.1'-38.1 +37.51-37.5 +35.6 -35.6 Accq=K=No -- 68-79 314" 7°-83 314" 87 3/4" 91 314' ° 3° 37 1/2" 6° 71 3/4" +34.0)-34.0 +34.0 -34.0 +34.0 1-34.0 +34.01-34.0 +34.0 -34.0 Faomhm Oaic 2Z 27 3/4' +75.01-75.0 +75.0 -75.01+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 3)DOOR AND SIDE LITE 1 1..� A 36 118" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 TABLE 4: COMBINATIONS FROM TABLES 3 AND 4 DO NOT REQUIRE 36 314" +75.0 -75.0 +74.9 -74.9 +70.41-70.4 66.6 -66.6 +63.1 -63.1 DESIGN PRESSURES FOR UNREINFORCED SIDE LITES REINFORCEMENT ITEM 22. c G)NO CHANGES THIS SHEET.- e, 38 314' +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 GLASS FRAME FRAME HEIGHT ° JR-D4/1011 TYPE WIDTH a_ a 4)DESIGN PRESSURES UNDER 40 s FOR MAX.SIZES OF CO UNITS,SEE SHEETS 10-13. 6 793/4" 7 83314" 87314" 913/4' 80-95314- PSF ARE NOT APPLICABLE IN DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS 10314" +75.0 -75.01+75.01-75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MIAMI-DADE COUNTY. cq REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE.APPLICABLE EGRESS 12 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0C? ti y REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION AHJ. 5)FOR DOOR ONLY j ( ) 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.D -59.0 CONFIGURATIONS(X,XX),ONLY 3 a p A B, E D 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 TABLE 1 IS APPLICABLE. p o ORE 27 3/4" +52.9 -52.9 +49.9 -49.9 +47,2 -47.2 +44,7 -44.7 +42.6 -42.6 REINFORCEMENT,PART#22,IS C9 N =w etnQ It un 36 1/8" +35.2 -35.2 +35.2 -35.2 +35. -35.2 NOT REQUIRED. O M a V) 0 +35.2 -35.2 +34.4 -34.4 O_,oo W 363/4" +34.0 -34.0 +34.0 -34.0 +34.0 14.0 +34.0 -34.0 +34.0 -34.0 6 FOR SINGLE,STAND-ALONE FOR MAX.SIZES OF COMBINED UNITS,SEE SHEETS 10-13. SIDE LITES(0),ONLY TABLE 2 IS U U d R rc Xe ®� w a APPLICABLE.REINFORCEMENT, w q°J 2 H WAG PART#22,IS NOT REQUIRED on j: w tn EXAMPLE 1,(USING TABLES 1&2):XO WITH GLASS TYPE B, EXAMPLE 2,(USING TABLES 1&2):OXXO WITH GLASS TYPE A, Z o ❑ REINFORCED, REINFORCED, 7)CONFIGURATIONS WHERE THE LL 33-1/2"WIDE X 79-3/4"HIGH SINGLE DOOR WITH 18"X 79-314" 68"WIDE X 85"HIGH DOUBLE DOOR WITH (2)36-1/2"X 85"SIDE DOOR LOCKSTILE ABUTS A o5 0 SIDE LITE(SEE NOTE 8) LITES(SEE NOTE 8) SIDELITE ARE NOT AVAILABLEN w WITH REINFORCEMENT. O w laays DOOR DESIGN PRESSURE=+751-75 PSF DOOR DESIGN PRESSURE=+75/-75 PSF0 -1 SIDE LITE DESIGN PRESSURE=+751-75 PSFSIDE LITE DESIGN PRESSURE=+70.41-70.4 PSF 8)FOR SIZES NOT SHOWN,ROUND OVERALL DESIGN PRESSURE=+75/-75PSF OVERALL DESIGN PRESSURE=+70.4/-70.4 PSF ZUP TO THE NEXT AVAILABLE SIZE. w 0: a o,s EXAMPLE 3,(USING TABLES 3&4):OXO WITH GLASS TYPE C, (E.G.FOR 32""X"DOOR WIDTH INu 0� aEXAMPLE 4,(USING TABLES 3&4):OXXO WITH GLASS TYPE B, 0 w JUNREINFORCED, UNREINFORCED, TABLE 3,USE 33-112") r g 30"WIDE X 87-314"HIGH SINGLE DOOR WITH(2)26" X 87-314" 71-314"WIDE X 95-314"HIGH DOUBLE DOOR WITH (2)36-314"X wSIDE LITES(SEE NOTE 8) 95-314"SIDE LITES p O' DOOR DESIGN PRESSURE=+43.6/-43.6 PSF DOOR DESIGN PRESSURE=+34/-34 PSF SIDE LITE DESIGN PRESSURE=+47.21-47.2 PSF SIDE LITE DESIGN PRESSURE=+34/-34 PSF OVERALL DESIGN PRESSURE=+43.6/-43.6 PSF OVERALL DESIGN PRESSURE=+341-34 PSF ���ON`(LYN/l/�� EXAMPLE 5,(USING TABLE 1):X WITH GLASS TYPE A, EXAMPLE 6,(USING TABLE 1):XX WITH GLASS TYPE A, ����•' \10ENSF •.�(�� 32"WIDE X 90"HIGH SINGLE DOOR(SEE NOTE 8) 63-314"WIDE X 91-3/4"HIGH DOUBLE DOOR(SEE NOTE 8) _* No.58705 DOOR DESIGN PRESSURE=+751-75 PSF DOOR DESIGN PRESSURE=+751-75 PSF _ GLASS TYPES(ALL TABLES,THIS SHEET): -13 ' A.3/8"LAMI(1/8"A,.090 PVB,3116"HS) %�O '•• S N/ B.3/8"LAM (1/8"HS,.090 PVB,3/16"HS) �i�(�S'•. �ORIDP,•''G\�� C.7/16"LAMI(3/16"A,.090 PVB,3/16"Hs)D.7/16"LAM[(3/16"HS,.090 PVB,3/16"HS) E.13116"LAM[IG(3/16"TP,1/4"AIRSPACE,118"HS,.090 PVB,3/16"HS) A.LYNN MILLER P.E. P.E.if 58705 40 EXTERIOR��INTERIOR EXTERIOR INTERIOR I PRODUCE REV"" -- - 10 1- 2- - 6a � m�� - — 37 16Q AT HEAD/JAMB e —t t 60 \\\ 1 65 ATSILUJAMB cam. CLEAR-COLORED G)NO CHANGES THIS SHEET.- EXTERIOR INTERIOR SEALANT _ y JR-04/10117 62� i r Y ® 63 LUo co 7- fn (.7 N az y D_ M arc 0n O 0 C w MAX. Z m b J MAX. MAX. MAX. SIDEDOOR =LLI g Uj �B DLO FRAME DLO LITE - 62 Wz s< H uma,p °N HEIGHT FRAME H LU J JMO HEIGHT o) p U) LL.. eG O ® of M cn 0 Z )aa4S ® Q ZF V W z 30 fA 73-- < U. 0. LL U 12 SL VIEW G-G a > o I)DOOR 61 CORNER ASSEMBLY ,.�`�NY LYNNE'%., Q: y' *40 No.58705 :� *^ 1.489 �= ?0 . �SECT.A-A SL SECT. B-B 10NAL ----- VERTICAL VERTICAL A.LYNN MILLER P.E. P.E.#58705 4 49 rMAX.'XX'FRAME WIDTH— PRODUCf REYBEO d metnmlth tGe F7°ridt ®� O b-cw Code Acayt..Na )7C�.'r••O) EapirAdw Dat` 9 12 m ° p� Z< -y El- Rft�rd0liidr' " aedCa 'MAX. I�DLO�I 'XX'SECT. C-C Imo'DLO'I 31 G)NO CHANGES THIS SHEET.- 35 36 34 44 HORIZ. 46 45 5 REINFORCEMENT JR-04/1 NOT REQUIRED FOR 32 p STAND-ALONE'XX MAX.'XDOORS.'FRAME WIDTH 20 W z Y w o � neH z v cn r 'o a atop O N IX Lo Oco J am Z O m REINFORCEMENT Z LL o� NOT REQUIRED FOR INTERIpR U U d o a tri 7e STAND-ALONE'X' wz W ""°'O '°N ° DOORS. n LU 0 �mn °u MAX Lo . to u- I'� OLD 'X'SECT. D-D af z v 46 215 HORIZ. EXTERIOR ® � ° ° o SPACING,SAME AS — _ U Z 314' +— JAMB ANCHOR SPACING(67 REINFORCEMENT ¢ W aiaas (SEE SHEETS 7,8 AND 9) MAX.SL FRAME WIDTH—� MAX.SL FRAME WIDTH ►{ NOT REQUIRED FOR LL D' Z I STAND-ALONE'O' O 'L O J SIDE LITES. NOTES. w o _ 1)CLEAR OPENING FOR'X'AND'XX'DOORS AS FOLLOWS: O J 62 WIDTH: 2 = 'X'DOORS=DOOR FRAME WIDTH-5.648 elt!1 rose0 sauas 'XX'DOOR=DOOR FRAME WIDTH 12-4.079 HEIGHT: FRAME HEIGHT-3.259' \�� ��LyNl�l�''i� 66 D � '��O'-t,10ENSCc'•%'moi 2)SIDE LITES OVERLAP'X'AND'>X DOORS BY 3/4'WHEN Q�;'- •,tn� ASSEMBLED TO MAKE'XO','OK.'OXO''XXO','OXX AND'OXXO' - No.58705 CONFIGURATIONS. •:• MAX._ I 3)FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR -0 SM SEE NOTE 3, 22 DLO I��DLO AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, P IS �` THIS SHEET SHEET2.ITEM 22 IS NOT REQUIRED WITH COMBINATIONS •• 62 FROM TABLES 3 AND 4,SHEET 2,OR WITH STAND-ALONE-9, �O�(<`s'•.PC ORIDP.•' \� 62 66 X'8 XX'CONFIGURATIONS FROM TABLES 1 AND 2 SL-SECT. E-E-- SL SECT. F-F - -- HORIZ. (DOOR W/SIDE LITE) HORIZ. (SINGLE SIDE LITE) A.LYNN MILLER,P.E. P.E.#58705 ITEM DWG# POT# DESCRIPTION 1 4438 60411 FRAME HEAD SILICONE 21010 6Q300 WSTP.,Q-LON.190 X.375 FIGHT 3 7070 6707011 BULB WEATHERST1i1P.187X.3DO HIGH STRUCTURAL 4 956 7855X FLUSH@DLT 5IRIKEPtATE FOLYISOBUTYLEN V4"NOM. 5 938 7936X 2PT.LOCK STRIKEPLATE WITH DESICCANT 6 958 17956A FRAME HEAD STRIKEPLATE BACKING PLATE- -7 7832X12FP t18.32X,SOOPH,FL MS-S.S.WISIUCONE PATCH EXT.GLASS 80 KODISPACE 8 995 70995 GASKET(BETWEEN 71-RESHOLD$FRAME JAMB 9 996 70996 GASKET(BETWEEN HEAD$FRAME JAMB) 4SG TPS 10 WA 5533016 1FiLLtKNtAUAUAeJhR 11 11000 611000M IOUTSWING THRESHOLD 12 1670 671670 WSTP,.350 RD FOAM FILL TSLOT UTSAMSBURY#32011 INT.GLASS PROBUCf AF;V(StEtD 13 11004A 611004M OWWG THRESHOLD CHANNEL COVER 14-NOOtA 411001A--- ACETAt:5PAGER:085 THRESHOLD,OPTONAL - tisconoyin With tbt notida buhlb!kCoda 15 1l(rWA 411003A ACETAL SPACER.098®THRESHOLD,OPTIONAL - ALYYptaace N814d 1��1_ __,_ 10 t 1003A 411003A ACETAL SP B(OUT WI THRESHgLD,OPTIONAL #JA MELT BUTYL 6aEdsmAye.Date --" 20 915D 60380 FRAME JAMB OUTSWWG) STRUCT �••.y 21 1010 X300 WS'tP.AAON.190 X.375 MGH SILI49 ACTIVE I�E 22 8608 66608M REINFORCEMENT,I.00OX2.750X0.650,6061•TS 3/16"NOM. DOOR 23 1140 78X112PSATS #B X 1.500 PH SQ A R5 24 1048 71048 JAMB SCREWCOVER CAP25 930 41721N STROKE PLATE INSERT DESICPANEL F)NO CHANGES THIS SHEET.-JR 26 1118 71OXWFA #10 X.760 PH.FL.SMS SUPER -04110/17 EXT.GLA27 7070 8707011 BULB WEATHERSTRIP.167X.300HIGH SPACER�NXTLOCK319 9119E 69111 DOOR PANEL,D 6910 DOOR PANEL,oERAIOTIOMRAtL STILE 32 917 7FRMO HINGE EXTRUSION33 11787105BFP W0 #10X825 PH. LSMSL}+34 913A 60378M TRUSS CLAMP NT.GLASS z 0 n-a $5 1130 61RODA 5119-18 THREADED ROD o } 36 990 7990NUTA 511610 FLANGED HEXNUT 0. 'R 37 914A 60379M WEATHERSTRIP CHANNEL u, 0 w 38 7834FPT #8 X.75 PH.FL,TEK ALUMINUM o a;°D 0 7 39 S97 70997 GASKET BETWEEN PANEL HEAMSILL$PANELSTILES) ftEiNFORGEMENT C,4 O 40 1023 67924G WSTP.,.187 X.250 HIGH,FINSEAL J cq a N O 41 92B 41720 SLIDE 13OLTASSY. NACTIVE PANEL ONLY L7 LL p � W 42 1145 76X12FFAW tls X.500 PH FL SMS TYPE BOB 5115'NOM. Z to o J LU e- 43 1212 7P30GG SILL DUSTPLUG pNAC11VE PNLy BUTYL& Ul� rc 44 9838 6983 DOOR PAt4Et ASTRAGAL 1 OUTSW7NG DESICCANT tt1 V W ¢ W 45 984B 6964 DOOR PANEL ASTRAGAL 2 OUTSWING FOAM C^1 1'W y' F DMO 46 1213 6Q204K WSTP.,Q•LON.194X.200HIGH EXT.GLASS 82 DURASEALO > J 47 929 74UBLOK LOCK SUPPORT ASSY.41707841708) SPACER 19 `�z LLJ N 48 1139 7634F 96 X.750 FtL FL SMS �- J LL 49 982 FD2PTAY RUBBERSLEEVE 0 50 6R160FS RUBER SLEEVE to 51 930 T17-27FRS STRIKE L STRIKESERT LATE PANEL) INT.GLASS p N Q � 7aayS 62 931 7FRSPX DEADBDLTS7RIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL SMS //''�� q�1 @ a, 0 54 957 70957X HANDLE STRIKE PLATE lJ 1 V 2 U F 55 1118 710X34PFA #f0 X.750 PH FL SMS POLYiSO- DESICCANT FILL AREA ° tZ- 0 Q Z 60 Woo 6920D SIDEUTE HEADER 61 9210 6921 SIDEUTE SILL BUSEAL5116"NOM, a W U) araas 62 9186 95331 SIDEUTE JAMB SEAL LL 0 63 1155 781 POA 1 X 1.OD0 QUAD PN.SMS SILICONE SEAL O Q J ROLL-FORMED ~ o 64 998 7998 HEAD GASKETS(STOCKING#09998) STAINLESS STEEL t1�1 68 965 934A 51-iM SIDEUTE9 .7999 SILL KJAMB ADAPTER 0999 - 83 XL EDGETM - C3 ¢ 0in o 67 #12 X 1.000 SHEET METAL SCREW EXT,GLASS SPACER ° ana •asap sauag 70 712653K SETTING BLOCK,3132'X 114'X 1"WlPSA 71 71267K SETTING SLOCK,1118"X 11Y X 1"W/PSA ,y{1 -- 72 4222A 64222 BEAD,7116" 10 tt%IIIIII)1j1 73 988 6988 BEAD,318' INT.GLASS ° �,.��ph1Y LYfVnr �,f� 74 988 IG BEAD y�,•. �ICENSF'•,��� 92 986 64968 BEAD'INTERIOR .`.� 93 1224 a'TP247 BULB,TMCK TUBED IN EXTRUDED BEAD) 9a GLAZING 5ILfQONE,DOW 859 OR983 Part# Desctiptim Malarial : NQ,58705 95 GLASS,31W LAMI-118"A,.90 PV8,3116"HS - T(•: 96 GLASS,3150 LAMI-118`HS,,90 PVB,3116,HS 80 Kommefling 4SG TPS Spacer System 57 GLASS,7116'LAMI-3116'A,.SO PVD,3t16"HS 81 QUanTx Super Spacer nXi with NIX Me}I BULyi See this a •; i{� 96 GLASS,7/16'LAMI-9116'HS,.90 PVB,3116"HSfpr Sha 82 Quanex Duraseat SpaceShedTE F :,/��� 102 11006A d110EA ACETAL SPACER.295 THRESHOLD,OPTIONAL 83 CaNt9ai 31.Edge Spacer Materials ! 103 OFF-THE SHELF DEAD BOLT LOCK,MIN 1"THROW,GR 3 STEEL _ lr •. 194 QFF-THE SHELF HAt•IDLErtATC1(ASSEMBLY,MIN Inc THRow,GR 3 STEEL REFERENCE TEST REPORTS:FTL-8717,8968&6970 ITEMS#17-19,28,29,56-59,68,69,75-79,84-91&99-101 ARE NOT tT7jI i I I i t t USED AND ARE NOT PART OF THIS _ APPROVAL. A.LYNN MILLER P.E. __ _ _ _ _ P.E.#58705 1.750 1.750 1.750 ,.48D� I 7.750� .050 ,.820� I I� �I � .250-� 307 WEATHER STRIP CHANNEL PRODUcrBEMAD .062 3.000 .050 6063-T5 mcm y AtF7aeitf► 4.100 f'aaN+gC CoAe- - - - - .062 - .062 Acceptance Ne 1 -d `•C -4.000 4.100 .Ofi2 4.100 4.675 4.675 6.375 Eslataidaa pate Z 16�tm'Itvdirl' -'UscE cerld 2.126 F)NO CHANGES THIS SHEET.-JR DOOR FRAME •125 „_000117 20 JAMB 6063-T6 L DOOR PANEL DOOR PANEL DOOR PANEL DOOR PANEL N 30 TOP&BOTTOM RAIL 31 SIDE RAIL 44 INTERIOR ASTRAGAL EXTERIOR ASTRAGAL HINGE W i 663-T56063-T5 -T5 � w C3 6063-T54O6063-TS Y O ^aa 6063 �I o aloe 3.855 3.111 I .125 f .805 � �� ��-.363 .890 -- S'A �' N o .750E� .050 ,683 .050 O J pO a m Z I .550 .683 II,'�LL[t�+r Z L m - W 1.400 .050 1 ,050 •172 U U p ®� Cq k3 co W uMn.p TRUSS CLAMP 3116"GLAZING BEAD 5/8"GLAZING BEAD 683 .050 w q ` J 0mp O FILLER HEAD ADAPTER 34 6063-T5 74 6063-T5 76 6063-T5 3.000 o> o Q LO Z 1 Q 6063-T6 H-3.100- cl) LLO ,.092 a7 O IG GLAZING BEAD p w= f �9 SL JAMB 74 6063-TS ® � to C�s2 6063-T6 U Z 1.272 1.479 I G W ZO aioas .504-►{ i O LL D J 5.459 .075 5.212 .830 rl�%316_0 w .050 .055-rII�-� U Q W O 6.085 O FRAME HEAD 075 4.586 O OUTSWING THRESHOLD a111 �SaO SBue$ 6063-T6 CHANNEL COVER 13 `��7111 f7t7'' 5063-T6 �.pNY�YNN,b ��,.•' LICENSE':��� i 1 .750 2.980 I 2.750------ .050 Q: 1._ * 7a' 0798 _ No.58705 .050 .469 3.100 _ 1.000 �o � 3.000 ' OSL HEADER O SL SILL 650- 11 063 6OUTSW1NG THRESHOLD 6Q 6053-TB- 61 6063-T6 SLJAB66 ADAPTER 22 TUBE MULL '�� ONAL 6063-T6 6063-T5 A.LYNN MILLER,P.E. P.E.tF 58705 BILE 5: X DOORS, Design Pressure -ALL GLASS TYPES See Sheet 2,Tb-b%Iq ANCHOR TYPE&2,3,WOOD I SUBSTRATE 3 ALUM 1.2,CONIC LOAD ZONES U b d ti20-7/8' MAX I k _1 DOOR MAX m m i3 MAX.O.C. FRAME6' A� FRAME 9 w HEAD V41DTH HEIGHT I xMAK 3 ZONE G" X x 25.50 79.75 5 $24 2 13-IW MAX 8175 5 2 4 2 L 57.75 5 2 4 2 F)NEW SHEET COMBINING SIZE 91.75 5 2 4 2 ELEVATIONS,ZONE ELEVATIONS 23-IIW 61 4ND ANCHOR TABLES.-JR- 27.50 6 2 4 2 MAX.MAK O.C.O.C, 04110117 27.50 79�;: 1 2 4 2- 95-314 - MAX 83 5 2 4 2 ul $7.75 FRAME z N 2 0 LU 4 U) -7gy 5 2 4 84-3/8' HEIGHT NO N 91.75 6 2 4 2 M)kX OLD m m Of K62 4 0 95.75 4 2 Cr) 6 2 4 29.50 0 79.75 5 2+4 2 0 IN 2- n '5 40" 0 cn CD 5 2 4 2 (TYP.) C> 83.75 0 z 87.75 6 2 4 2MAx. Z LL C3 Ul Ul 9175 6 2 Lu�2 4 2 E6 /a w -.0 95.75 N6 2 4 2 Z'T ark 31.50 79.75 5 2 4 2 w -n 83.75 6 2 2 SILL co - ZONE"C' co LL 87.75 6 2 4 2 37-112" - DOOR FRAME WIDTH IDTH 0, 91.75 6 2 4 2 2 4 6 6 TYP.DIMENSIONS OF LOAD ZONES 9515 7 2 4 2 FOR 0 T_" a co 33.50 79.75 6 3 4 3 SINGLE DOOR,X SINGLE DOOR,X a: C-) z 83.75 6 3 4 3 z 87.75 6 3 4 3 LL w I -1--s "]Dt%rkevr�ft 0 91.75 7 3 4 3 95.75 7 3 4 3 eNg 7-opy.oj 0 35.50 79.75 6 3 4 3 Date cp 2L 2v X 8375 6 3 4 3 NOTES: " *I I I 87�75 6 3 4 3 A"* _7177M77-11 1)SEE SHEET I FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. "N LyN'v 1.75 7 3 4 -3- %1\ M3 4 - /19,535 3 4 3 2)DOORS MAY BE LEFT OR RIGHT-HANGED. '7 L37.50 6 3 4 3 3)ANCHOR QUANTITIES ARE BAIIE)ON SPACING AS FOLLOWS(4-MIN.D.C.FOR CONCRETE,4'MIN.D.C.FOR CMU): N.58705 83.75 1 3:;: 6 --Z-=4== 3 JAMES LAL.Lj 13-114-MAX.FROM CORNERS AND 23.118'MAX O.C. HEAD,&SILL OF DOORS:6"MAX FROM CORNERS,9'MAX.FROM ASTRAGAL CENTERS AND 20-7/8"MAX.O.C. 87.75' 7 3 4 3 -13 91,75 7 3 4 3 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. - 7 95.75 7 3 4 3 5)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. NAL,, "llittl A.LYNN MILLER,P.E. P.E.#58705 _ Y t TABLE& 20.7/6"MAX.O.C. Design Pressure XX DOORS,. 6, I �{ 9'MAX. 4 See Sheet 2,Table 1 ALL GLASS TYPES MAX, 3 ANCHOR TYPE&2,3,WOOD 1 2 SUBSTRATE 3 ALUM CONC 13-1l4'MAX _ LOAD ZONES / \ 5 6 - / \ NOTES: _� / \ - 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. PRODUC f RGVIIsW < aj Q rn / \\ �oomplflag wiili 0.F1orj". MAX__M�_ �.._ 2 _Q - .2)DOORS MAY BE LEFT OR RIGHT-HANDED. .. _ _ - •L L'�&- -DOOR ' w < w O \ 23 " - - Atey1•eaYNe 17�0$L+�•OI-- FRAME FRAME x x / \ MAX.O.C. �rpyaei�all•tq� 2_2. HEIGHT 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS{4'MIN. yMpT}{ X XX x ® O.C.FOR CONCRETE,4"MIN.O.C.FOR CMU): X X x 84-3l8 b a..�.- MZV(. 95-3l4" JAMBS(ALL):13-114"MAX.FROM CORNERS AND 23-1/8"MAX.O.C. 47.75 79.75 4 3 4 2 / MAX. HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9"MAX.FROM 83.75 5 4 4 2 \ / _ FRAME .. ASTRAGAL CENTERS AND 20-7/8'MAX.O.C. HEIGHT 87.75 5 4 4 2 C-C F)NEW SHEET COMBINING SIZE q 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. °ELEVATIONS,ZONE ELEVATIONS 91.75 5 4 4 2 \ / AND ANCHOR TABLES.-JR- 24-9/16\ / 5)FOR ANCHORAGE DETAILS SEE SHEET 14. 04/10/17 95.75 5 4 4 2 MAX.DLO\ / 51.75 79.75 5 4 4 2 \ / 83.75 5 4 4 2 > N to as 87.75 5 4 4 2 O a rc v 91.75 5 4 4 2 3 � ?p oo O 71-3/4"MAX.DOOR FRAME WIDTH 95.75 6 4 4 3 (D 04 z w 2 TYP. ELEVATION OF XX CONFIGURATION O M w o 55.75 79.75 5 4 4 2 -t o a y Z 63.75 5 4 4 2 ii �� HEAD Z -FF gLL o W 91 5 4 4 2 ZONE ,M HEAD U U o ®� Ei a 91.75 6 4 4 3 I -� ZONE"D" F W 00 �Q J °°Ja �om 95.75 6 4 4 3 / \ ma o> $ W❑ 59.75 79.75 5 5 4 2 r / \ EXAMPLE: � D- 83.75 5 5 4 2 // \\ XX WITH GLASS TYPE A, °5 O _ 87.75 6 5 4 3 63-3/4"WIDEX91-314"HIGH DOUBLE DOOR, of °D 91,75 6 5 4 3 // \\ ANCHOR TYPE 3 INTO WOOD N Q laayg DESIGN PRESSURE=-75/-75 PSF; ® m 95.75 6 5 4 3 13.05* p.0• ¢ SEE EXAMPLE 6,SHEET 2 FOR DP EXAMPLE = U Z 63.75 79.75 5 5 4 2 w / \ z Z 83.75 6 5 4 3 0 / 0 a LU -t °i N 91-314" m DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 87.75 6 5 4 3 \ / 6 ANCHORS @ EACH JAMB 91.75 6 5 4 3 \ / 5 ANCHORS EACH DOOR PANEL @ HEAD w ❑ 95.75 7 6 4 3 \ / 5 ANCHORS EACH DOOR PANEL @ SILL O Q X ❑ \ / 67.75 79.75 6 5 .4 3 \ / ally °saQ aauag 83.75 6 5 4 3 \ / O SEE CIRCLED VALUES ON TABLE 6. 87.75 6 5 4 3 \ Y' N�/''', \ / X =DENOTES ANCHOR LOCATION. IYN �� 91.75 7 6 4 3 \ / 13-19 / " �'C�.•'�1GENSF'•.lC 95.75 7 6 1 4 1 3 I 71.75 79.75 6 5 4 3 20-716" 9 ° 1 6"MAX. _*: No.56705 83.75 6 5 4 3 SILL Mme• SILL _ � •• 67.75 6 5 4 3 ZONE"D" ZONE'D' 63-314" 'pQ•• S'ES .••��` 91.75 7 6 4 3 % .n'•- 95.75 ET 6 4 3- -- LOAD ZONES FOR XX CONFIGURATION - ".�5 ''��OR1DP'•'G�? - &ANCHORAGE LAYOUT USED IN EXAMPLE �iSl0tVALIEN�`�` A.LYNN MILLER,P.E. P.E.#68705 u TABLE 7: Design Pressure O SIDE LITE, See Sheet 2,Tab?- ALL GLASS TYPES ANCHOR TYPE 8 2,3,WOOD 1 2 CONIC SUBSTRATE 3 ALUM LOAD ZONES . w w J J 17-718' PRUDUCr Rmwo -- --- T m y m y MAX.O.C. YVB wkb ck Flodit as ceu�pl SIDEE LITE ¢ U B-B - HEAD Acecpfeeie�o I =U)0 .O ' ' MAX. 3 ZONE"E' Eap4+kbm DereWIFR D O o O O 13-114'MAX. b, `�•- - 10.75 79.75 4 1 4 1 �` ' oetCaGOWQ 83.75 4 1 4 1 87.75 4 1 4 1 c F)NEW SHEET COMBINING SIZE 23 118" „ ELEVATIONS,ZONE ELEVATIONS 91.75 4 1 4 1 MAX.O.C. AND ANCHOR TABLES.-JR- 95.75 4 1 4 1 / 04/10/17 12.75 79.75 4 2 4 2 00 w cv 83.75 4 2 4 2 64 a 8^ MAX. 0 N W v U)^ a _ 87.75 4 2 4 2 MAX.DLO FRAME m m of W O 91.75 4 2 4 2 HEIGHT ¢ 0 qq o cq 5 e�oa O 95.75 4 2 4 2 C7 a�. OY 19.00 79.75 4 2 4 2 F4 O O J a o o y w 83.75 4 , 2 4 2 33-518' Z LL m . 87.75 4 2 4 2 MAX.DLo W V 6 EO IF=1 W �e 0 -�N 91.75 4 2 4 2 o W? J JMO 95.75 4 2 4 2 r> O 21.75 79.75 4 2 4 2 SILL Z LU Ln 3 ZONE"Efn LL 83.75 4 2 4 2 36 314"MAX. a5 O 87.75 4 2 4 2 IDE LITE FRAME WIDTH O iaays 91.75 5 2 4 2 1 O 95.75 5 2 4 2 TYP. ELEVATION OF LOAD ZONES FOR ' � � 27.75 79.75 5 2 4 2 F: Z Z SINGLE SIDELITE, O SINGLE SIDELITE, O = 83.75 5 2 4 2 a w a e's of J 87.75 5 2 4 2 0 LL F 91.75 6 2 4 2 j WO c 95.75 6 2 4 2 Q O 36.13 79.75 6 3 4 1 3 arta •�sao sa as 63.75 6 3 4 3 S: LYNAI 91.75 7 3 4 3 NO E SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. kV GENSF 95.75 7 3 4 3 36.75 79.75 6 3 4 3 2)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4"MIN.O.C.FOR CONCRETE,4"MIN.O.C.FOR CMU): NO.58705 ' JAMBS(ALL):13-114°MAX.FROM CORNERS AND 23-118"MAX.O.C. 83.75 6 3 4 3 HEAD 8 SILL OF SIDE LITES:6"MAX.FROM CORNERS AND 24-314'MAX.O.C. 87.75 7 3 4 3 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. �AT' •. 4S�F�: (L 91.75 7 3 4 3 4)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. (� '•.;°�ORID?•, \�� 95.75 7 3 4 3 %SS, •-...• l`�G��� - -- !ONAL A.LYNN MILLER,P.E. P.E.N 58705 T 9'MAX. X()&ox, 20-7/8'MAX.O.C. ` 6"MAX. Design Pressure ALL GLASS TYPES Reinforced: See Sheet 2 Tables 1&2 MAX3 3 Unreiniurced:I See Sheet 2,Tables 3 8 4 ANCHOR TYPE& 2 3,WOOD 3 ALUM 1,2,CONC SUBSTRATE 13-114"M1AX. LOAD ZONES \ NOTES: SEE TABLES 14, 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE w b w a \ SHEET 2 FOR DESCRIPTIONS. ' 23.118 J REINFORCEMENT m m F5Q m co m Q MAX.O.C. \ REQUIREMENTS. 2)DOORS MAY BE LEFT OR RIGHT-HANDED. . --- SIDE LITE DOORMAX- MAX'X MAX m"-23" p`" m "m B 3 -m \- - - - ------ - g g ® \ 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FRAME FRAME FRAME a ua=J G ¢ ' / \ 95-314" - FOLLOWS(4"MIN.O.C.FOR CONCRETE,4'MIN.O.C. WIDTH WIDTH HEIGHT O O X X O O X X 843/8' / MAX. FOR CMU): MAX.DLO FRAME JAMBS(ALL):13-1/4'MAX.FROM CORNERS AND 10.75 25.50 79.75 4 2 3 1 5 4 2 2 4 / / HEIGHT 23-1/8'MAX.O.C. 83.75 42 4 5 4 2 2 4 / HEAD&SILL OF DOORS:8"MAX.FROM CORNERS, / 9"MAX.FROM ASTRAGAL CENTERS AND 20-7/8" 87.75 4 2 4 5 4 2 2 4 / E- MAX.O.C. F)NEW SHEET COMBINING SIZE 91.75 4 2 4 5 4 2 2 4 / 4 .E ELEVATIONS,ZONE ELEVATIONS HEAD&SILL OF SIDE LITES:8'MAX.FROM 24-9116" 33.518" CORNERS AND 24-3/4"MAX.O.C. AND ANCHOR TABLES.-JR- 95.75 4 2 4 6 4 2 2 4 /MAX.DLO MAX.DLO 04/10117 12.75 27.50 79.75 4 2 4 5 4 2 2 4 / 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. N 0 83.75 4 2 4 5 4 2 2 4 13-1/4"MAX. w -Tv 87.75 4 2 4 5 4 2 2 4 5)FOR ANCHORAGE INSTALLATION DETAILS SEE vi p . 91.75 4 2 4 6 4, 2 2 4 A-A 636 SHEETS 14&15. (Y v O 37.1!2"MAX,DOOR 36-3/4"MAX.SIDE ) ui a�0 U 95.75 4 2 4 6 4 2 3 4 LITE FRAME WIDTH 6 CONFIGURATIONS WHERE THE DOOR LOCKSTILE N i FRAME WIDTH ABUTS A SIDE LITE ARE NOT AVAILABLE WITH ,a. w o 19.00 29.50 79.75 4 3 4 5 4 2 2 4 73-1/2"MAX.DOOR+SIDE LITE FRAME WIDTH REINFORCEMENT. -1 M is rc N p 83.75 4 3 4 5 -4 2 2 4 O d o r w TYP. ELEVATION OF XO CONFIGURATION 7)SIDE LITE OVERLAPS DOOR BY 3/4'ONCE =w �� 87.75 4 3 4 6 4 2 2 4 ASSEMBLED. -7s- 4 SIMILAR) U U O ®� C6 91.75 4 3 4 6 4 2 3 4 HEAD ZONE"D" L�HEAD ZONE"E'. j}j'�Fy'vt; w Dmo W� a LU "'a ZN 95.75 4 3 4 6 4 2 3 4 9"MAX. - 6"M w l 6 n>' w u1 21.75 31.50 79.75 4 3 5 5 4 2 2 4 rN� 7w� o Z�' 3 O 83.75 4 3 5 6 4 2 2 4 k�1 51ev_ w 87.75 4 3 5 6 4 2 3 4 \\\ 0 f"a'>rtaoy - t 91.75 5 3 5 6 4 2 3 4 \ EXAMPLE: O ;says XO WITH GLASS TYPE e, ® a O 95.75 5 3 5 7 4 2 3 4 \ 36"X 84"SINGLE DOOR WITH 36"X 84"WIDE SIDE LITE, 0 J U 27.75 33.50 79.75 5 3 5 6 4 2 2 4 \\ ANCHOR TYPE 31NTO CONC. _ ~ DOOR DESIGN PRESSURE=+751-75 PSF r Z LU Z 83.75 5 3 5 6 4 2 3 4 \ m a ILL w al°as a of 87.75 5 3. 5 fi 4 2 3 4 z \ z DOOR ANCHOR REQUIREMENTS FROM TABLE 8: w Ox O ON 4 ANCHORS @DOOR JAMB 91.75 6 3 5 7 4 3 3 4 m / 3 ANCHORS @ DOOR PANEL @ HEAD U Z) O 95.75 6 3 6 7 4 3 3 4 < / ' 3 ANCHORS @ DOOR PANEL @ SILL Q p 36.13 35.50 79.75 6 4 5 6 4 3 3 4 / 4 ANCHORS @ SIDE LITE JAMB s X 3 ANCHORS @ SIDE LITE @ HEAD R1 'asap sauag 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 // 10 1 Y LYN///`''.,� 91.75 7 5 6 7 3 3 4 oN.......!I/ , 95.75 7 5 6 7 4 3 3 4 �� / No.58705 36.75 37.50 79.75 6 4 5 6 4 3 3 4 O SEE CIRCLED VALUES ON TABLE 8. _ * 63.75 6 4 5 6 4 3 3 4 20-7/8" s"MAX. _ 6"MAX. X =DENOTES ANCHOR LOCATION. Q' 87.75 7 5 5 7 4 3 3 4 s'1 MAX. 243/a" :�0' 10i �. 91.75 7 5 6 7 4 3 SILL ZONE"D" ZONE"E" '�� �� -- 95.75 -7 5 6 7 4 3---3--4--- _ _FS''•�ORIDP,.•'• LOAD-ZONES FOR XO CONFIGURATIONONAL E� �` ANCHOR QUANTITIES FOR THE DETERMINED INDEPEN ENTLY.DOOR AND SIDE LITE TO BE &ANCHORAGE LAYOUT USED IN EXAMPLE .`1111111111`` (OX SIMILAR) A.LYNN MILLER,P.E. - - - P.E.k58705___-_-_ ABLE 9: 6"MAX. esign Pressure 20.78"MAX.O.C. OXO,ALL GLASS TYPES 6"MAX. Reinfarcetl; NIA 6" 5"MAX. �'��.------- I--- 24-3/4'MAX.O.C. Unreinforced: See Sheet 2,Tables 3&4 ANCHOR TYPE&SUBSTRATE 2,3'WOOD 112,CONC MAX. l I .A g9 3 ALUM LOAD ZONES 13-1/4"MAX. W " / PRODucra 23-it8 -- -- MAX.: NIAX'X MAX m 3 m o 3 MAX.O.C. / -- 010,Mpbft>4K ae . SIDE LITE DOOR ,g ¢ b*,ggz Ruda FRAME FRAME FRAME ' = X � x / Ea /teaerNo l p q.1 - -- WIDTH WIDTH HEIGHT O O X O 4 X ® SAX" b Pl+ 10.75 25.50 79.75 4 2 7 4 2 3 1 �- 1� 64-318' FRAME M1(t.a'RmM rwty�Coo 83.75 4 2 7 4 2 3 MAX.DLO HEIGHT 87.754 2 7 4 2 3 E{, \ £ c F)NEW SHEET COMBINING SIZE 91.75 4 2 7 4 2 3 4 q ELEVATIONS,ZONE ELEVATIONS \ ,', AND ANCHOR TABLES.-JR- 95.75 4 2 7 4 2 3 \ m 04/14117 12.75 27.50 79.75 4 2 7 4 2 3 33-5/fi' 24-9116\ -MAX.OLD MAX.DLO\ N t9 83.76 4 2 7 4 2 3 z 87.75 4 2 7 4 2 3 a N o "aa 9175 4 2 7 4 2 5 O R o 00 95.75 4 2 7 4 2 5 36-314"MAX.SIDE 3 3 19,00 29,50 79.75 4 3 8 4 2 3 LITE FRAME WIDTH 37-112 MAX,DOOR j O A �`i s q c pa 83.75 4 3 8 4 2 3 FRAME WIDTH yyy"'iii 0 LL o -.2W 109-112"MAX.DOOR+SIDE LITE FRAME WIDTH NOTES: a t s a -+ _ 87.75 4 3 8 4 2 5 =Li 17 a U U o a:3 Wuuo, 91.75 4 3 8 4 2 5 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS- UJ- ¢ 'ov TYR ELEVATION OF OXO CONFIGURATION r z nma 95.75 4 3 B 4 2 5 2)DOORS MAYBE LEFT Oft R{GHT-HANDED. b W 7i (NOT AVAILABLE WITH REINFQRCEMENTI c. er Ut 'p 21.75 31.50 79.75 4 3 8 4 2 3 HEAD HEAD HEAD � 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS O Z LL 83.75 4 3 8 4 2 5 ZONE"E" I ZONE"F-�---ZONE"E" I (4"MIN.O.C.FOR CONCRETE,4"MIN.O.C.FOR CMU): O 87.75 4 3 8 4 2 5 JAMBS(ALL):13-1/4'MAX.FROM CORNERS AND 23.1/6' _ MAX.Q.C. 91.75 5 3 8 4 2 5 / HEAD 8 SILL OF DOORS:6'MAX.FROM CORNERS,9"MAX. n p taayg 95,75 5 1 3 10 4 2 5 / FROM ASTRAGAL CENTERS AND 20.718"MAX.O.C. 0 / MEAD 8 SILL OF SIDE LITES.6"MAX.FROM CORNERS AND = IN- 27.75 33.60 79.75 5 3 8 4 2 3 = U / 24-3f4"MAX.O.G. r a7 83.75 5 3 8 4 2 5 / a UUj ¢ tilos / 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE a D' 87,75 5 3 8 4 2 5 m / m gig• o LL W 91.75 6 3 10 4 3 5 w / it o z z 5)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS w U 95.75 6 3 10 4 3 5 m / N 14 815. O Q d 36,13 35.50 79.75 6 4 8 4 3 $ ¢ _ 6)CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS apyosaq saua� 83.75 6 4 8 4 3 5 \ SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 87.757 5 8 4 3 5 \\ 7)SIDE LITE OVERLAPS DOOR BY 314"ONCE ASSEMBLED. ����\�S�VILYN 91.75 7 5 10 4 3 5 \ 95,75 7 5 10 4 3 6 36.75 37.50 79.75 6 4 8 4 3 5 \ *: No.58705 *r 83.75 6 4 8 4 3 5 \ _� 87.75 7 6 10 4 3 5 91,75 7 5 1101 4 1 3 -- 3 5_ _ SILL SILL SILL %��`.'•. '�[ORLOP.•'' � 95.76 7 5� 10 4 --- - - '- - ZONE"E1 ' - -' - 20NE"F" - ZONE"E" sir tS G t DANCHOR ETERMINED INDEPENDENTLY.N OR THE DOOR AND SIDE LITE TO BE /// 1OIVAL� LOAD ZONES FOR OXO CONFIGURATION SI A.LYNN MILLER,P.E. P.E.#58705 TABLE 10: B'MAX. Design Pressure XXO&OXX,ALL GLASS TYPES20-718'MAX.O.C. Reinforced: See Sheet 2,Tables 1&2 2,3,WOOD 6'MAX. --r�{ B"MAX. 24-314"MAX.O.C. Unreinforced: See Sheet 2,Tables 3&4 ANCHOR TYPE&SUBSTRATE 3 ALUM 1,2,CONC I A-A BB 3 LOAD ZONES 6"MAK w h o J J J J - / \ Ll m J Q y y / \ �OeUC r$CVEBP� MAX.. MAX 9X m m ❑ ❑ N m o co / \ 05QmPblsgah4the 67a� MAX m o 23.1/8" 23.1/8" 1Salmint Qeele SIDE LITE DOOR 4 w w 2 ¢ G w w MAX.O.C. / \ MAX.DLO - Aa csNa 1 0 FRAME FRAME FRAME Q x x ' = x 2 / \ SHE T 2 FOR 1-0, ! Dot. G HEIGHT XX SHEET 2 FOR WIDTH WIDTH O O x O O X x p \ REINFORCEMENT / \ REQUIREMENTS. 95-314" 6, L51�....�t. \� 10.75 47.75 79.75 4 2 4 3 6 4 2 4 2 3 p MAX. uG1sr Pt�1r en Ceakd 83.75 4 2 5 4 7 4 2 4 2 3 \ / HEIGHT RAME 87.75 4 2 5 4 7 4 2 4 2 3 84x3/8" / F)NEW SHEET COMBINING SIZE MAX.D,[_0 / •q ELEVATIONS,ZONE ELEVATIONS 91.75 4 2 5 4 7 4 2 4 2 3 C� E_E ' AND ANCHOR TABLES.-JR. 95.75 4 2 5 4 7 4 2 4 2 3 4 avton7 12.75 51.75 79.75 4 2 5 4 7 4 2 4 2 3 24 9116\ / 33-518" N 83.75 4 2 5 4 7 4 2 4 2 3 MAX.DLO\\ ? Y o 87.75 4 2 5 4 7 4 2 4 2 3 O 91.75 4 2 5 4 7 4 2 4 2 3 } a�a O 95.75 4 2 6 4 7 4 2 4 3 5 A•A B3 C9 c� a D o 19.00 55.75 79.75 4 3 5 4 7 4 2 4 2 3 3Cr314"MAX. chi G a z o 71-314'MAX.DOOR FRAME WIDTH SIDE LITE FRAME WIDTH O p a�' Z 83.75 4 3 5 4 7 4 2 4 2 3 107-314"MAX.DOOR+SIDE LITE FRAME WIDTH z LL. I o J 87.75 4 3 6 4 7 a z a z 3 TYR ELEVATION OF XXO CONFIGURATION NOTES: W*2 H °"°° °N 91.75 4 3 6 4 7 4 2 4 3 5 H z oma (OXXSIMILAR) W J 95.75 4 3 6 4 8 4 2 4 3 5 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE oh> WW 1n 21.75 59.75 79.75 4 3 5 5 8 4 2 4 2 3 HEAD HEAD HEAD �y DESCRIPTIONS. Z m LL 63.75 4 3 $55 8 4 2 4 2 3 ZONED" ZONE'F' ZONE"E• I 2)DOORS MAY BE LEFT OR RIGHT-HANDED.87.75 4 3 8 4 2 4 3 5 \ 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS O 91.75 5 3 8 4 2 4 3 5 / \ FOLLOWS(4"MIN.O.C.FOR CONCRETE,4"MIN.O.C. ® O95.75 5 3 8 4 2 4 3 5 // \\ FOR CMU): ; 0 H F JAMBS(ALL):13-1/4"MAX.FROM U W Z 27.75 63.75 79.75 5 3 5 5 8 4 2 4 2 3 / \ CORNERS AND 23-118"MAX.O.C. Z / \ HEAD&SILL OF DOORS:5'MAX.FROM ¢ w 83,75 5 3 6 5 8 4 2 4 3 5 LL X / \ CORNERS,9°MAX.FROM ASTRAGAL O LL O J 87.75 5 3 6 5 8 4 2 4 3 5 a / \ m CENTERS AND 20-7/8'MAX.O.C. w / \ w HEAD&SILL OF SIDE LITES:8'MAX.FROM m � 05 0 91.75 6 3 6 5 8 4 3 4 3 5 z / \ z W Z) O O CORNERS AND 24.314"MAX.O.C. O J 95.75 6 3 7 6 10 4 3 4 3 5 m < N 4 36.13 67.75 79.75 6 4 6 5 8 4 3 4 3 5 \ / 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT x111 -G s hs AVAILABLE SIZE. 63.75 6 4 6 5 8 4 3 4 3 5 \ / +111111!1 87.75 7 5 6 5 8 4 3 4 3 5 \ / 5)FOR ANCHORAGE INSTALLATION DETAILS SEE `� N.(LYNly1 SHEETS 14&15. Q 91.75 7 5 7 6 10 4 3 4 3 5 \ M� 95.75 7 5 7 6 10 4 3 4 3 5 \\ // 6)CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS ASIDE LI 36.75 71.75 79.75 6 4 6 5 8 4 3 4 3 5 \\ // RE NFORCEMENTE ARE NOT AVAILABLE WITH _ :: NO.58705 ' 83.75 6 4 6 5 1 9 4 3 .4 3 5 - *_ \ / 7)SIDE LITE OVERLAPS DOOR BY 3/4"ONCE i O*'-" �yA 5 67.75 7 5 6 5 9 4 3 4 3 5 ASSEMBLED, T% 1� .' --- 91.75 7 5 7 6 10 4 3 4 3 5 SILL SILL �_ SILL T '• a ZONE"D" ZONE"F' ZONE'E° 95.75 7 5 7 6 1 101 4 1 3 4 3 5S10 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE LOAD ZONES FOR XXO CONFIGURATION ''�111Ai DETERMINED INDEPENDENTLY. --- (OXX SIMILAR) A.LYNN MILLER P.E. P,E.#58705 Y� Y r ABLE 11• 20.718"MAX.O.C. 9"MAX. - 9"MAX. Design Pressure 8• B-B 6'MAX I �-9'MAX. I �r 24314'MAX.D.C. OXXO,ALL GLASS TYPES MAX A I I Reinforced: See Sheet 2,Tables 1&2 3 Unreinforced: See Sheet 2,Tables 3&4 ANCHOR TYPE&SUBSTRATE 2,3,WOOD 1 2 CANC J 3 ALUM / \ LOAD ZONES / \ NOTES: (i - L / \ 1)SEE SHEET 1 FOR GLASS AND ANCHOR ;r ;� 23-118' / \ TYPE DESCRIPTIONS. FRODOCP9EYB� -- m y y MAX.O.C. SEE TABLES I-4, earrpb6o&wfN 141 6Seetde N SHEET 2 FOR 2)DOORS MAY BE LEFT OR RIGHT-HANDED. I'>��eH Qada MAX MAX OOC MAX m m 3 / / / / \ 95-314' A6010t ee tae 1 -O SL •0} _ - SIDE LITE DOOR 2 ¢ f © REINFORCEMENT MAX, FAwado.pare -_j 2R 1 22 FRAME ' w x ' u� x / \ REQUIREMENTS. FRAME 3)ANCHOR QUANTITIES ARE BASED ON -•'-t�^d-t� FRAME FRAME x x t WIDTH HEIGHT O O X 84.318" p HEIGHT SPACING AS FOLLOWS(4"MIN.O.C.FOR •t-S'- WIDTH O O MAX.DLO \ / CONCRETE,4•MIN.O.C.FOR CMU): 10.75 47.75 79.75 4 2 6 4 2 3 \ / / JAMBS(ALL):13-114•MAX.FROM _ CORNERS AND 23-11W MAX O.C. 83.75 4 2 7 4 2 3 - _ \ GC /E-E HEAD&SILL OF DOORS:6'MAX.FROM F NEW SHEET COMBINING SIZE 87.75 4 2 7 4 2 3 4 \ 4 / 4 I CORNERS,9"MAX.FROM ASTRAGAL ELEVATIONS,ZONE ELEVATIONS 91.75 4 2 7 4 2 3 \ / CENTERS AND 20-7/8"MAX.O.C. 24-g/18\ / 33-518" HEAD&SILL OF SIDE LITES:6"MAX. AND ANCHOR TABLES.-JR- 95.75 4 2 7 4 2 3 MAX.DLO\ / MAX.DLO FROM CORNERS AND 24-3(4"MAX.O.C, p 04110!17 12.75 51.75 79.75 4 2 7 4 2 3 \ / 4)FOR SIZES NOT SHOWN,ROUND UP TO � cV Y O 83.75 4 2 7 4 2 3 THE NEXT AVAILABLE SIZE. LU 3 .AaB v O 87.75 4 2 7 4 2 3B-B A3A 5)FOR ANCHORAGE INSTALLATION DETAILS im�o o U) 91.75 4 2 7 4 2 3 3 SEE SHEETS 14&15. Lc) 36-314"MAX SIDE 71-3!4'MAX.DOOR FRAME WIDTH } 'o% ala0 O 95.75 4 2 7 4 2 5 LITE FRAME WIDTH 6)CONFIGURATIONS WHERE THE DOOR 00 o 19.00 55.75 79.75 4 3 7 4 2 3 143314"MAX.DOOR-SIDE LITE FRAME WIDTH LOCKSTILE ABUTS A SIDE LITE ARE NOT J J w Z e- 83.75 4 3 7 4 2 3 AVAILABLE WITH REINFORCEMENT. Z LL a ! W TYP. ELEVATION OF I CONFIGURATION 7 SIDELITEOVERIAPSDOOR8Y3/4"ONCE =W r ®' Ag !37.75 4 3 7 4 2 3 } V U co Lu -- 91.75 4 3 7 4 2 5 ASSEMBLED. z Y Fa 95.75 4 3 8 4 2 5 y HEAD HEAD HEAD HEAD .�y F-u1 I ZONE"E"_ZONE-F' ZONE'F' -ZONE"E' I t� a. W <n 21.75 59.75 79.75 4 3 8 4 2 3 o Z Lf- 0 O 83.75 4 3 8 4 2 3 / \ EXAMPLE: .6 m 87.75 4 3 8 4 2 5 / \ OXXO WITH GLASS TYPE B, T}� / \ 71314'WIDE X 95-3I4"HIGH DOUBLE DOOR 0 91.75 5 3 8 4 2 5 / \ WITH(2)363/4'X 95-3/4"SIDE LITES, ® W laa4S 95.75 5 3 8 4 2 5 23-1/8" / \ ANCHOR TYPE 21NTO CONCRETE, 27.75 63.75 79.75 5 3 8 4 2 3 y / \ DESIGN PRESSURE=T2 FOR DP = V J Z J- / \ m SEE EXAMPLE 4,SHEET 2 FOR DP EXAMPLE Q UJ G oroos 83.75 5 3 8 4 2 5 m / \ z " W 8735 5 3 B 4 2 5 z / \ N DOOR ANCHOR REQUIREMENTS FROM TABLE 11: � u- 8735 O J O m 4 ANCHORS aO EACH SIDE LITE JAMB m 7- O o 91.75 6 3 8 4 3 5 N 6 ANCHORS EACH DOOR PANEL @ HEAD w 3 \ / 5 ANCHORS EACH DOOR PANEL @ SILL O Q OQ 95.75 6 3 f 10 4 3 5 ' \ / 3 ANCHORS EACH SIDE LITE @ HEAD 36.13 67,75 79.75 6 4 8 4 3 5 \ / 3 ANCHORS EACH SIDE LITE @ SILL aN1 °�'0..auas 83.75 6 4 8 4 3 5 \ / 87.75 7 5 8 4 3 5 \ / IIIIrlrrr�r!/ 91.75 7 5 10 4 3 5 \ / O SEE CIRCLED VALUES ON TABLE 11. 95.75 7 5 10 4 3 5 \ / Q•' �� X =DENOTES ANCHOR LOCATION. No.58705 36.75 71.75 79,75 6 4 6 4 3 5 i 83.75 6 4 9 4 3 5 61,MAX -►� - �- za3w ►I = d L. 87.75 7 5 9 4 3 5 SILL 20 718" B MAX. %�J '., �(j 17r ,•�\ 91.75 7 5 10 4 3 t�z ONE'E' SILL SILL SILL ���'., ST TE F =(V; - - _ -_ ZONE'F" -- ZONE'E' �(�` '•."40RIDP,.•' \ 1 3 115 ZONE" ANCHOR QUANTITIES FOR THEDOORAND SI D5 10 4 LITE TO BE LOAD ZONES FOR OXXO CONFIGURATION ��''��iS,�ONAI DETERMINED INDEPENDENTLY. LYNN MILLER, &ANCHORAGE LAYOUT USED IN EXAMPLE A.LYNN MILLER,P.E. P.E.tF 58705 ' t EDGE DISTANCEEDGE 2X WOOD SEE TABLE DISTANCE EDGE DISTANCE BUCK,NOTE 1 A,SHEET 1 S,SHEET 1X WODw EMBEDMENT A,SHEET 1 BUCK,NOTE EMBEDMENT MAX.SHIM1/4"MAX.SHIM 114"MAX.SHIM IRODUCfvA_vw JDABLE SEE TABLE m em"oplybe WI&*tEET 1 A,SHEET 1 - AmtpLseldiCe N Atteptao a No 17'G 0 Etplra�aa Dente 2 DOOR HEAD(WOOD) DOOR HEAD(CONC) DOOR HEAD(ALUMINUM) a" I 1-U"_\- EMBEDMENT-►{ EMBEDMENT a F)CLARIFIED DETAILS,ADDED 114'MAX.SHIM I 114"MAX.SHIM 114'MAX SHIM •s ALUMINUM.-JR-04/10117 EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE LU z Y U > u o as d rc a 0 STAGGERED STAGGERED STAGGERED to 0 7 ANCHORS -� ANCHORS .', SEE TABLE ANCHORS �� 0 N zw °10Q N A,SHEET 1 O t to 0 J M �o� O-J O Ill 2X WODO 1X WOOD SEE TABLE z ®� Cq FG c- =W ¢ BUCK,NOTE 1 BUCK,NOTE 1 A,SHEET 1 W U i H "I'll .°N F Z a JMG DOOR JAMB(WOOD) DOOR JAMB(CONC) DOOR JAMB (ALUMINUM) w J LL 0 J V SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 0 F laa 0 45 ® C3 W O co 114'MAX.SHIM114"MAX 1/4"MAX.SHIM L) Z = U _j i,3:tp,:"� SEE TABLE U. ¢ W SEE TABLE AE,-. 1c25 '"..1. A,SHEEP 1 fA,SHEET 1 EMBEDMENT EMBEDMENT 77O Q 0 D 5 2X WOOD EDGE DISTANCE EDGE DISTANCE–{ aWi _G,aue -�—� EDGE DISTANCE BUCK,NOTE 1 DOOR SILL(CONC) .�` oN�LYNN/��''' DOOR SILL(WOOD) DOOR SILL(ALUMINUM) ��•'LIGENSF �C�''. *: Na.58705 1.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK.ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE 11/2" - THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). ('t� } j\ - 2.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR 07HER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT(3350 PSI MIN.),(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE �O�C�s'•F�o P.•'G�� 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 GROUTO •• EN�� AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 111NAL 1 111 EXTERIOR INTERIOR - 3.TYP:ANCHOR TYPE,EMBEDMENT-&EDGE-DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1_ (ALL ALYNN MILLER,P.E. HEAD&SILL SECTIONS) . __ _ P.E.#58705 t SEETABLE EDGE DISTANCE 2X WOOD EDGE DISTANCE A,SHEET 1 —EDGE DISTANCE BUCK,NOTE • EMBEDMENT SEETABLE A,SHEET 1 0 o EMBEDMENT o o 1X WOOD 114"MAX.SHIM 1I4"MAX.SHIM BUCK, 1!4'h1AX.SHIM NOTE 1 ra®Duc r REV"m _ SEE TABLE SEE TABLE SEE TABLE eS�p��vq�y A p A,SHEET 1 A,SHEET i - A'S SHEET 1 WeiIRAG.da_ Accept.me Ne 17'Dp .DI Eapirato.Date r/102 2G 2Z SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONIC) SIDE LITE HEAD(ALUMINUM) .fte R^" c"Kid SEE TABLEa F)CLARIFIED DETAILS,ADDED EMBEDMENT EMBEDMENT A,SHEETI A. ALUMINUM.-JR-0411 D/17 114"MAX.SHIM 114"MAX.SHIM 114"MAX.SHIM v JEDGE SEE TABLE EDGE DISTANCE DISTANCE A,SHEET 1 - JEDGE DISTANCE d .2 Y 0 wo U) "aa v o SEETABLE ❑ 70 O SEETABLE SHEET 1 }n z o '- O A,SHEET 1 A, (9 N z SEE TABLE O4 J cy7 N o A,SHEET 1 OLJL p ,� , W Zro ZX WOOD (=j U p ®�{ co 'fie BUCK,NOTE 1 1X WOOD BUCK,NOTE 1 FW—Z�' is a .0 0 JMO SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) SIDE LITE JAMB (ALUMINUM) aw J aZ� w IL SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 O W Lo O laayg ® aN 0 J 114"MAX.SHIM 1!4"MAX.SHIM U U) Z 1X WOOD W - along BUCK,NOTE 1 —114'MAX.SHIM < O LU SEETABLE �— J J EMBEDMENT SEETABLE �A,SHEETI U ? W C-- A,SHEET I J •��' EMBEDMENT Q to EDGE DISTANCE 2X WOOD - •• a�j1 .—.a sapag BUCK,NOTE 1I EDGE DISTANCE EDGE DISTANCE SIDE LITE SILL(WOOD) SIDE LITE SILL CONC SIDE LITE SILL(ALUMINUM) ���`�ro�'�...... ( ) ��.. * No.58705 1.WOOD BUCKS DEPICTED AS 1x 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 1 1/2" 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•Cit 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 °�'•.,"tORIOP. \g:` 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 '��S' •• AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. �EXTERIOR INTERIOR� 'S;0,NAL t���`` 3.TYP.ANCHOR TYPE,EMBEDMENT&_EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1.. (ALL HEAD&SILL SECTIONS) A.LYNN MILLER P.E. P.E.#58705