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HomeMy WebLinkAboutDrawing (2) S nDAD �+�e ;®�ByRECEIVE® N11U�a�i1. _—_ —.__� MIAMI-DARE COUNTX t q(2, _ �y3 DEC 1 0 2019 PR( DUCT CONTROL SECTION cie County., Permitting 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOTMMQMiami,Florida 3 3 175-2474 BOARD AND CODE ADMINISTRATION DiVIS10� C�' T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (VAP E C O M P p I www.miamidade.gov/economy PGT Industries,Inc. ST. LUCIE C®�R��� 1070 Technology Drive B®cc North Venice,FL 34275 1 ,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 Sidelites—L.M.I. APPROVAL DOCUMENT: 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., 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 blPACT 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 required,reinforcement(item#22). 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. 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 B wilding Official. This NOA revises NOA 916-0629.17 and consists of this page I 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. NOA No. 17-0504.01 MIAMMADE COUNTY �[ Expiration Date: October 18,2022 Approval Date: September 28,2017 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 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 tinder 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/#1L- 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.R.ionda,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 FBC- 214 (511 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). 1 - 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 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 915-0528.24) 1. Statement letter of conformance to FBC 2014(5'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,F.E. B. TESTS 1. None. C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC- 2014 (5TH Edition) &2017(61h 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 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(5x'edition), FBC 2017(6x'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. Jshaq I.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 TED FOR GE&SLL FRENCH DOOR AND SIDE LITE SEE ON SH ET2 4 MISSILE MPACTRESISTANCE 1)GLAZING OPTIONS:SEE BELOW. TABLEA: Min. 2)DESIGN PRESSURES:(SEE TABLES 14 ON SHEET 2. Anchor Frame Min.Edge Embedment A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. Group Anchor Typo Member Substrate 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 Ultracor19 All Concrete(min.2.85 ksl) 1-314° 13/8" pRGBDC p t1EVffim 1 F,=165 ksl,Fu=177 ksl Jamb Hollow Block(ASTM 090) 1-314" 1-114° "cenplyi•s-kb od F7 3)CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. Ail Concrete(min.3.35 ksl) 1314" t•3!a" �ir4tCa& 114°410 SS Elco CreteFlex® paepUseeNo i7 D.�Y• 2 Jamb Hollow Block ASTIvi C90 13/4" 1-114• F,pntb'Brtr 4)ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.FOR F=127.4 ksl,F�189.7 ksi All Southem Pine(SG=0.55) 1• 1-3le" . ANCHORAGE REQUIREMENTS SEE SHEETS 8-11.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, qII Southam Pine(SG=0.65) 9116° t3/8" fledr pniducfewBsa6� THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 3 #12 steel SMS(Gr.5) AB 6063-75 Aluminum 318" 1I8" FBC,CURRENT EDITION. 1)ALL ANCHOR HEAD TYPES ARE APPLICABLE. F)REORGANIZED SHEETS AND 2)MIN.OF 3 THREADS BEYOND METAL SUBSTRATE. •O UPDATED TO FBC 2017,ADDED 5)SHUTTERS ARE NOT REQUIRED. 3)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA 'd TAB LEA&ALUM.SUBSTRATE.- BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. JR•04!10!17 6)SEALANTS:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. U Y 0 GENERAL NOTES............1 > o U) _a 7)REFERENCES:TEST REPORT FTL-4964,5212&6864;ELCO ULTRACON&CRETEFLEX NOA'S GLAZING DETAILS...........1 8 Ln p THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA CODES/STANDARDS USED: DESIGN PRESSURES......2 N > a�a 02017 FLORIDA BUILDING CODE(FBC),6TH EDITION VERT.SECTIONS.............3 C7 N o BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). o2014 FLORIDA BUILDING CODE(FBC),STH EDITION HORIZ,SECTIONS...........4 O S rn o oASTM E1300.09 PARTS LIST......................5 Op o M1 g Z 9)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA oANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION EXTRUSIONS...................6 z `) ca J W oALUMINUM DESIGN MANUAL,ADM-2015 ANCHOR QUANTITY........?-13 U U o a - BUILDING CODE.APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING oAISI 5100-12 0 ®' W uuwn o JURISDICTION(AHJ). oAISC 360-10 INSTALLATION.................14-15 o tZ q 8 a J JMo > a LU Z 0 ❑ rn co LL INSTRUCTIONS: 7116•NOM. 13!16°NOM. Q O 1) DETERMINE THE DESIGN PRESSURE,DP REQUIREMENT 3/8•NOM. GLASS STACK GLASS STACK' (LBS/FT`)FOR THE OPENING USING THE ASCE-7 STANDARD. GLASS STACK 3116"HS GLASS ® m 0O !sous 3116"HS GLASS 3116'HS GLASS 118°HS GLASS LI��`+ _ � co 2)ON SHEET 2,TABLES 1&2 REFER TO PRODUCTS THAT ARE .090"PVB1 OR PVB2 .090"PVB1 OR PVB2 U C9 Z 114"AIR SPACE .090"PVBI REINFORCED.TABLES 3&4 REFER TO PRODUCTS THAT ARE INTERLAYER INTERLAYER OR PVB2 Z ❑ a,o�s UNREINFORCED.DETERMINE THE DESIGN PRESSURE OF 1/8"AN OR Hs GLASS 316"AN OR HS GLASS 3116"TP GLASS INTERLAYER Of Z YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2.THIS DESIGN PRESSURE 93 6 94 93 94 91 94 W w o NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED DESIGN PRESSURE FROM STEP 1. 72 112•GLASS 73 112°GLASS 74 1/2'GLASS Q Z LL ❑ BITE BITE BITE and •osap saves 3)DETERMINE YOUR ANCHOR GROUP FROM TABLE A,THIS 30 30 80-83 rr % SHEET AND YOUR GLASS TYPES,(A-D),FROM THE GLAZING 71 71 `� atk�LYNNM�°, DETAILS ON THIS SHEET. 30 �C�': 1tCENSE'.C�$, 4)FROM SHEETS 7-13,FIND THE SHEET THAT PERTAINS TO exre�aIDa 3/8"LAM[NOM. �011 7/16"LAMI NOM. exrEnion ;*: No.58705 YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES 13/16"LAMI IG NOM. GLASS TYPE A,(PVB1), GLASS TYPE C,(PVBi), GLASS TYPE E REQUIRED. �JC ' GLASS TYPE B,(PVB2) GLASS TYPE D,(PVB2) =x1 t 5)ANCHORS ARE TO BE INSTALLED USING THE LOCATION 'O� ATE F lV�` GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13.SHEET 14 i (C FI ORIOP.•' \�` &15 SHOW INSTALLATION CROSS-SECTIONAL DETAILS. `/SS70NAL AN=ANNEALED rrrr r i l I l t t11� HS=HEAT-STRENGTHENED PVB1=.090"TROSIFOLO PVB BY KURARAY AMERICA,INC. PVB2=.090"SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. A.LYNN MILLER P.E. TP=TEMPERED P.E.#58705 TABLE • TABLE 3: NOTES FOR ALL CONFIGURATIONS: DESIGN PRESSURES FOR REINFORCED DOORS,ALL GLASS TYPES DESIGN PRESSURES FOR UNREINFORCED DOORS,ALL GLASS TYPES 1)FOR CONFIGURATIONS WHICH X FRAME JXXFRAMEJ FRAME HEIGHT X FRAME XX FRAME FRAME HEIGHT CONTAIN A SIDE LITE TO DOOR WIDTH WIDTH 68-79 314" 7°-833!4" 87 314" 91 3!4" 8°-95 3/4' WIDTH WIDTH 68-79314" 7°-83 3!4" 87 314" 91314" 8°-95�4" CONNECTION,(XO,OX,XXO,OXX, OXO,OXXO),THE LOWEST DESIGN 3° 37112" 8° 71314![t7,5.01!-75.0 +75.0;-75.0 +75.0:-75.0 75.0 s-75.0 75.0 -75.0 2° 25112" 4° 47 314" +68,61-68.6 +55.4 -55.4 +52.41-52.4 +49.8 -49.8 +47.4 47.4 PRESSURE SHALL PREVAIL. 271/2" 51 314" +54.91-64.9 +51.8 -51.8 +49.0!49.0 +46.51-46.5 +44.3 -44.3 291/2" 55 3/4" +51.7 1-51.7 +48.8 -48.8 +46.1 i 46,1 +43.81-43.8 +41.6 41.6 2)FULL LENGTH REINFORCEMENT TABLE 2: (ITEM 22 SHOWN IN SECTION E-E, DESIGN PRESSURES FOR REINFORCED SIDE LITES 25 31112" 50 59 314" +49.0 i-49.0 +46.2 -46.2 +43.81-43.6-)+41.41-41.4 +39.3 -39.3 SHEET 4),IS REQUIRED AT DOOR ruooucrREvlsa� GLASS FRAME 2B 331/2" 5° 63314" +43.1;-43.1 +43,1 -43.1 +41.5; 41.5 +39.31-39.3 +37.3 -37.3 TO SIDE LITE CONNECTIONS, ase pIywgwH6tbe Florida FRAME HEIGHT bosdinx Code 351/2" 67 314" +38.1 -38.1 +38.1 -38.1 +38.1'i-38.1 +37.5 -37.5 +35.6 35.6 WHEN USING TABLES 1&2. AmpisamNo 0 6 !1) TYPES WIDTH 8e_79 314. _83 3/q" 87 3/4' 91 3/4' 8°-95 3/4° o o Eaplrriee DeteZ2 3 37112" 6 713/4!'l+34.0's-34.0 +34.0 -34.0 +34.0 j'-34.0 +34.01-34.0 +34,0 -34.0 273!4' +75.0 -7r,.01+75.01-7,9.01+75.01-76.01+75.01-76.0 +7fi.0 -75.0 3)DOOR AND SIDE LITE L A 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.8 -67.6 64.2 -84.2 COMBINATIONS FROM TABLES 3 + TABLE 4: AND 4 DO NOT REQUIRE 38 3/4' +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 66.61-66.6 +63.1 -63.1 DESIGN PRESSURES FOR UNREINFORCED SIDE LITES REINFORCEMENT ITEM 22. G)No CHANGES THIS SHEET.GLASS FRAME FRAMEHEIOHT -O JR-04/10117 36314- +75.0 -7501-75.01-75.01+75.0 -75.01-75.01-750 +75.01-75.0 4)DESIGN PRESSURES UNDER 40 FOR MAX.SIZES OF COM D UNITS,SEE SHEETS 10-13. TYPE WIDTH 68-79314" 7°-83314' 87314" 91 314" B°-95 314" PSF ARE NOT APPLICABLE IN DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS 103/4' +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MIAMI-DADE COUNTY. 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 -75.0 Y C9 REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION AHJ. + 5)FOR DOOR-ONLY > ( ) 19' +72.4 -72.4 68.5 68.5 +65.0 85.0 +61.9 81.9 +59.0 -59.0 CONFIGURATIONS(X,XX),ONLY 0: a O AB C,D 21314" +64,5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 55.0 +52.4 -52.4 TABLE 1 IS APPLICABLE. aCo O ORE 27 314' +52.9 -52.9 +49.9 -49.9 +47.2 -07. +44.7 -44.7 +42.6 -42.6 REINFORCEMENT,PART#22,IS a v �� K o NOT REQUIRED. O m a m o 381/B' *35.2 -35.2 +35.2 -35.2 +35. -35.2 +35.2 -35.2 +34A -34.4 O5 J C) a F 5 Z 7 W 363/4" +34.01-34.01+34.01-340. +34.0 34.0 +34.0 -34.0 +34.0 -34.0 6 FOR SINGLE,STAND-ALONE Z LL�O n'=' � FOR MAX.SIZES OF COMBINED UNITS,SEE SHEETS 10-13. SIDE LITES(0),ONLY TABLE 2 IS U 0W)o W "Ivo 00 APPLICABLE.REINFORCEMENT, o w PART#22,IS NOT REQUIRED c> $ Lu Ln EXAMPLE 1,(USING TABLES 1&2):XO WITH GLASS TYPE B, EXAMPLE 2,(USING TABLES 1&2):OXXO WITH GLASS TYPE A, Z v REINFORCED, REINFORCED, 7)CONFIGURATIONS WHERE THE 1n 33-112"WIDE X 79-3/4"HIGH SINGLE DOOR WITH 18"X 79-3/4" 68"WIDE X 85"HIGH DOUBLE DOOR WITH (2)36-1/2"X 85"SIDE DOOR LOCKSTILE ABUTS A °5 ON SIDE LITE(SEE NOTE 8) LITES(SEE NOTE 8) SIDELITE ARE NOT AVAILABLE 3 p w ,a"vs WITH REINFORCEMENT. ® W O DOOR DESIGN PRESSURE=+75/-75 PSF DOOR DESIGN PRESSURE=+75/-75 PSF 0 SIDE LITE DESIGN PRESSURE=+75/-75 PSF SIDE LITE DESIGN PRESSURE=+70.4/-70.4 PSF = of OVERALL DESIGN PRESSURE=+75/-75 PSF OVERALL DESIGN PRESSURE=+70.4/-70.4 PSF U FOR SIZES NOT SHOWN,ROUND = U ui Z UP TO THE NEXT AVAILABLE SIZE. < W w a10 s (E.G.FOR 32""X"DOOR WIDTH IN w I EXAMPLE 3,(USING TABLES 3&4):OXO WITH GLASS TYPE C, EXAMPLE 4,(USING TABLES 3&4):OXXO WITH GLASS TYPE B, TABLE 3,USE 33-1/2") 11- Z UNREINFORCED, UNREINFORCED, rc :� ( o 30"WIDE X 87-314"HIGH SINGLE DOOR WITH(2)26" X 67-314" 71-3/4"WIDE X 95-314"HIGH DOUBLE DOOR WITH (2)36-3/4" X Lu to SIDE LITES(SEE NOTE 8) 95-3/4"SIDE LITES ¢ o DOOR DESIGN PRESSURE=+43.61-43.6 PSF DOOR DESIGN PRESSURE=+34/-34 PSF -au .sea saue5 SIDE LITE DESIGN PRESSURE=+47.2/-47.2 PSF SIDE LITE DESIGN PRESSURE=+34/-34 PSF `�� "/If OVERALL DESIGN PRESSURE=+43.6/-43.6 PSF OVERALL DESIGN PRESSURE=+34/-34 PSF ���� NY LYNN EXAMPLE 5,(USING TABLE 1):X WITH GLASS TYPE A, EXAMPLE 6,(USING TABLE 1):XX WITH GLASS TYPE A, 32"WIDE X 90"HIGH SINGLE DOOR(SEE NOTE 8) 63-314"WIDE X 91-314"HIGH DOUBLE DOOR(SEE NOTE 8) _* No.58705 DOOR DESIGN PRESSURE=+75/-75 PSF DOOR DESIGN PRESSURE_+751-75 PSF - GLASS TYPES(ALL TABLES,THIS SHEET): A.3!8"LAM[(1/8"A,.090 PVB,3/16"HS) ��nS 77...�� B.3/8"LAMI(1/8"HS,.090 PVB,3116"HS) '���s'•FLORIOP.•' \?� D.7116"LAM (3/16"HS,0090 PV6 B,3/96HHS ) E.13116"LAMI IG(3/16"TP,1!4"AIRSPACE,118"HS,.090 PVB,3116"HS) A.LYNN MILLER,P.E. P.E.fl 58705 t 3 40 EXTERIOR V V INTERIOR EXTERIOR INTERIOR PROD C a REVMW "cptym¢.d b ne Flatiee 10 1 2 60 b k'949 Cads Aaeplaeee Nod 0 •�� 64 AT HEAD/JAMB E'�ni5ei0°te z Z2 37 60 h- est Mt-a+'f4dr P � 65 AT SILUJAMB CLEAR-COLORED FRT G)NO CHANGES THIS SHEET.- SEALANT h JR-04/10/17 EXTERIOR INTERIOR S 62 ® 63 > Y '� natt O ❑ yo O 0 N 3;7- !)fn 0 O 0 J O u W MAX. ZLL MAX. SIDE U U o e a ,tg DOOR DLCO LITE 62 W—- !Ea F "'o DLO FRAME FRAME F-W"T 9 J JMO HEIGHT HEIGHT o> 0 Z -a oO-a ® o M ® Q CQ ZO taa45 U W Z 30 '< wa,a,s O LL U J 12 SL VIEW G-G a > o aIla —50P.... CORNER ASSEMBLY 40 ``� `!LYN 61 N,. N I 'VICENSF 40 * No.58705 1.489 — Q DOOR SECT.A-A SL SECT. B-B 14-16,102 VERTICAL VERTICAL A.LYNN MILLER,P.E P.E.#58705 J 4 49 MAX.'XX'FRAME WIDTH PRQDUC r Rcvwjm RMAm awplylny with the Flaeidf 0 o buehop@edo Aaepurec N� 1 -a 'O 1 :® B,Pita,i,o Date � 2- 0 0 I � & MAX.J DLO — tXX'S ECT. C-C 31 a G)NO CHANGES THIS SHEET.- 35 36 34 44 46 45 5 REINFORCEMENT JR-04/10/17 HORIZ. NOT REQUIRED FOR 32 STAND-ALONE'XX DOORS. 20 w i� Y O MAX.'X'FRAME WIDTH > - v co nay w } o ala0 O 004 3y 0 0 G w to O OJO oy w REINFORCEMENT =LLT to o La a NOT REQUIRED FOR INTERIOR OLL co W •oM Q ❑ STAND-ALONE'X' H Z oma DOORS. a I,>v w oZm $ ❑ U) O 46 21 5 OLD tXt HORIZ. -D EXTERIOR ® o 1- 0 7 as ❑ U to SPACING,SAME AS 314° ? U JAMB ANCHOR SPACING 67 REINFORCEMENT ¢ W FQ- slays (SEE SHEETS 7,8 AND 9) MAX.SL FRAME WIDTH MAX.SL FRAME WIDTH NOT REQUIRED FORp LL O STAND-ALONE'O' NOTES: r J N o SIDE LITES. w 1)CLEAR OPENING FOR'X'AND-lX DOORS AS FOLLOWS: Q 2 p 62 WIDTH: a!lll 'a�0 saua5 X DOORS=DOOR FRAME WIDTH-5.848 'XX'DOOR=DOOR FRAME WIDTH/2-4.079 66 HEIGHT: �� CENSE!'(( DOOR FRAME HEIGHT-3.259' Nq�Il 2)SIDE LITES OVERLAP'X'AND M'DOORS BY 314'WHEN Qom • •';tn� ASSEMBLED TO MAKE'XO','OX','OXO''XXO','OXX AND'OXXO' N0.58705 CONFIGURATIONS. *' •: MAX MAX 3)FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR b SEE NOTE 3, .L.Z DLO DLO AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, so...' V S SHEET 2.ITEM 221S NOT REQUIRED WITH COMBINATIONS : ; '. THIS SHEET FROM TABLES 3 AND 4,SHEET 2,OR WITH STAND-ALONE'0, (� ' 'c�OR1OP,.•' 62 62 66 'X'a XW CONFIGURATIONS FROM TABLES 1 AND 2 ��7SS�ONAL SL SECT. E-E SL SECT. F-F HORIZ. (DOOR W/SIDE LITE) HORIZ.(SINGLE SIDE LITE) .LYNNMLLE A.LYNN MILLER,P.E. P.E.#58705 i ITEM DWO# POT# IDESCRIPTION 1 9430 8041t IFRAME HEAD SILICONE 2 1010 60300 WSTP.."ON.190 X.375 HIGH 3 7070 67070K BULB WEATHERSTRIP.187X.3W HIGH STRUCTURAL 4 955 79M FLUSHBOLTSTRIKEPLATE POLYISOBUMEN IW NOM. 5 938 7938% 2 PT LOCK STRKEPLATE WITH DESICCANT 6 956 7856A FRAME HEAD STR)KEPLATE BACKING PLATE 7 7832X72FP)P1#8 -S.S.WISIUCONEPATCH EXT•GLASS 60 KODISPACE 8 995 70945 GASKET(BETWEEN THRESHOLD d FRAME JAMB 9 998 70996 GASKET(BETWEEN HEAD 8 FRAME JAMS) 4SG TPS 10 952A 6533096 RLLERHEADADAFTEH 11 11000 611000M OUTSWING THRESHOLD 12 1670 671670 WSTP,.350 RD FOAM FILL TSLOT MSBURY#32011 INT.GLASS PF:OpUCf ftEVQSSII 13 11004A 611o64M OUTSWING THRESHOLD CHANNEL COVER 14 11001A 411001A ACETAL SPACER.0950 THRESHOLD,OPTIONAL a'ir mPly6v with ftFm" 15 bmWng CS,k 100 411002A ACETAL SPACER.095 Gal THRESHOLD,OPTiONAt gyteplaecc IMc y _O Y.Q I 16 115D 6-03- q ACETAL SPACER,140(�THRESHOLD,OPTIONAL HOT-MELT BUTYL. FxornNw preg^„ ?.-2 20 9750 60380 FRAME JAMB OUTSWWG STRUCTURAL 21 7070 60300 WSTPREINFORCEMENT, NT,1.00XZ75 H SILICONE 49 ACTIVE ( t�. 22 6606 66X112 REINFORCEMEN71.000%2.754X0.650,6061-T5 FOAM 3116"NOM. DOOR riQlilifk' 'Q""*• 23 1140 78X712PSAT5 98 X 1.500 PH SQ A TTS WITH 24 1048 71048 JAMB SCREW COVER CAP DESICCANT PANEL F)NO CHANGES THIS SHEET.-JR 25 930 4T721N STRIKE PLATE INSERT 26 1118 71OX34PFA #10 X.750 PH.FL SMS SUPER 27 7070 8707GK BULB WEATHERS7RJP.187X.300HIGH EXT.GLASS B1 LOCK -04/10/77 30 910D 6910 OOORPANEL TOP 8 BOTTOM RAIL SPACER MIXT & 31 911E 6911 OOORPANELSIDERAIL STILE 32 917 7FRMO HINGE EXTRUSION 33 7178 71058FP WB 910 X.825 PH.FL SMS 04 2 Ve 34 S73A 6D378M TRUSS CLAMP INT.GLASS W ? o •nay N 35 1130 6TR NU 5118.16 THREADED ROD O 36 990 TM—B3379MTA &16.18FLANGED HEX NUT u Q 8 a 37 914A 78379M WEATHERSTRIP CHANNEL }tom„ atop a 38 7834FPT #e X.75(BETWEEN ALUMINUM 39 997 70997 GASKET BETWEEN PANEL HEAD/SILL 8 PANEL STILES REINFORCEMENT 0O V g pO 40 7023 67924G WSiP.,,187 X.250 HIGH,FINSEAL J M u U) O 41 928 41720 SLIDE BOLTASSY. NACTIVE PANEL ONLY O-L r 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BOB 5/16°NOM. Z L 43 1212 7P30GG SILL OUSTPLUG 6NACTNE PNL) BUTYL& =W� a�d unarQ •aN 00 44 9838 6983 DOOR PANEL ASTRAGAL OLITSWING DESICCANT J.90 45 9818 6984 [X00R PANEL ASTPAGAL2(OUTSWtNG FOAM o Ir { 48 1213 6Q200K WSTP.,Q4AN.190X.200HIGH EXT.GLASS ez DURASEAL8 47 929 74UF LOCKSUPKFLS SY.41707841708) SPACER z a; o rri w LO 48 1139 7834E 98 X.760 PH,FL SMS by � LL 49 982 FD2PTAY KUB LOCK ASSY. -0 M 50 6R18GFS RUS@ER SLEEVE 51 930 41721 STRIKE PL INSERT ROTNE PANEL INT.GLASS W a to 52 937 7FRSPX DEAOBOLTSTRIKE FlATE a �s 777#5 53 1118 710X74PFA 910 X.750 PH FL SMS //J} 9 54 957 70957X HANDLE STRIKE PLATE l/ 1 a = U H 55 1118 71W(34PFA #10XJWPHFLSMS POLYISO- DESICCANT FILL AREA o S U Q Z 60 920D 69200 SIDEUTE HEADER 81 9210 6921 SIDEUTE SILL BUTYS�LLENE 5/16°NOM. ¢ W co 715:5 62 9165 60381 SIDEUTEJAMB SILICONE SEAL 63 1155 76IPQA #8 X 1.000 QUAD PN.SMS O LL d •-1 ROLL-FORMED += o 64 998 7998 HEAD GASKETS(STOCKING STAINLESS STEEL Lu ` 65 999 799,9 SILL GASKETS(STOCKING 1J70999 TM � � p 66 934A 61841M SIDELTTE JAMB ADAPTER 89 XL EDGE u 67 #12 X1.000 SHEET METAL SCREW SPACER 70 712653K SETTLING BLOCK,3132"X 1t4`X 7"W)PSA EXT.GLASS ° ap(y •asap saua5 71 71267K SETRNG @LOCK,1116'X11Y XT WIPSA 72 4222A 64222 BEAD.7176" 10 I,/'74 BOB N. Y LYNA, 81 92 966 84986 BEAD,DNiERiOR INT.GLASS a :♦��?(� CEN3 'ry/�''i 93 1224 6TP247 BULB THICK(USED IN EXTRUDED BEAD) �•` •��'� 94 2W SILICONE,DOW 899 OR 983 part# Dowription Matetlal .�*i' N0,58705 95 GLASS,318"LANU-1/8"A,90 PVB,3116'HIS 80 KommeAi *_ 96 GLASS,818"LAW-118'HS,.80 PYB,3176'H5 ng 4SG TPS Spates system 97 GLASS,7A6'LAMI-3176° WA-9 PVB,&16"HS 81 Quenex Super Spacer nXI WOO Hot Meit 6ulyi seethis _ _L 88 GLASS.7/16"L4M1-3116°NS,TA PVB,3J16'H3 82 Quanex Dure6eal Spacer Materials .ty, Sheet for 102 11008A d1106A ACETALSPACER.295CTHRESHOLD,OPTIONAL 83 CardnalZEOgeSpacef 'iC�s`'•�<OR(DP,,• �g� 703 OFF-THE SHELF DEAD EILATCBOLT CK,MIN 1"THROW,GR 3 STEEL REFERENCE TEST REPORTS:FTL-8717,8988&8970 'i S •• `-` ````��� 104 OFF THE SHELF HANDLEILATCH ASSEMBLY,MIN 7M6"THROW.OR 3 STEEL ITEMS# /(?NAL 1 T-19,28,29,58 59,88,89,75-79,84-91&9 -101 ARE NOT �77r 1 L I I I 1 L 7171 USED AND ARE NOT PART OF THIS APPROVAL. A.LYNN MILLER,P.E. j P.E.#58705 1.750 -1.750- �1.750� �1.750� � � 1.480-1 .050 ''BZO .250- { 3T WEATHER STRIP CHANNEL PRODOCPREV m .062 4.100 3.000 .050 6063-T5 [mss pl WkbthelQeeiA� .062 4.100 .082 4.100 .062 4.000 AresphoreNa 1 .-D •O 4.675 4.675 0.375 ApOsive DateL z t.�taf✓�Wa4TreEC'eN[ed� 2.125 a F)NO CHANGES THIS SHEET.-JR 20 AMBDOOR FRAME 125 s -04/10117 I 6063-T6 � ! DOOR PANEL DOOR PANEL 30 TOP&BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL c Y 6063 T5 6063-T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL 32 HINGE w o cn "aa 6063-T5 6063 T5 6063-T5 1.500 1.578 y o O 0 3.855 3.111 .125 .805 '�-� -.383 -►I 690 (�N �y a,n0 o .550 .750 .683 050 .683 050 O�O ^ Z O I `1 Z m `o0 J W L1.400 .050 T 7-F4 .050 y� � .172 (Zj U o ®a 1 L W uMw� O TRUSS CLAMP O 3116"GLAZING BEAD O 516"GLAZING BEAD 050 H z q oma FILLER HEAD ADAPTER 34 6063-T5 74 6063-T5 76 6063-T5 3.000 .663 o w 10 6063-T6 Z° 0) L m LL ---TTT 1.092 00 O 3.000 f I= to I 62 GLAZING BEAD R p 79 laays SL JAMB 6 6063-T5 6063-T6to Z = 1.272 U ' 1.479 ¢ Lu ZO a,aas E .504-� O U. N J .050 5.459 .075 5212 .8311 360 w :� O U 6.085 .055-►{I+-� Q O OFRAME HEAD .075 -r atll '�sa0 sauas 6063-T6 4.586O OUTSWING THRESHOLD CHANNEL COVER � LYNt7j7j�, 13 6063-T6 \�� NO 4k, .050 .760 2.980 4� 2.750 �•{ Q��•••' UCENS�c'• (��'�' .079 1.489 _ *: No.58705 I 050 *- .489 1.000 -0 1 I �-3.100 pp !7 3.000-�{ 0�'• STA S•T�.:•��/\� OUTSWING THRESHOLD SL HEADER SL SILL .650-� 125 %,mss 'F4ORIDP,.• 11 6063T6 60 6063-T6 61 6063-T6 O SL JAMB ,7 S701VAL 6(j ADAPTER 22 TUBE MULL 77j711t`� 6063-T6 6063-T5 A.LYNN MILLER,P,E. P.E.#58705 TABLE 5: Design P7BSSUf2 X DOORS, See Sheet 2,Teble 1 ALL GLASS TYPES ANCHOR TYPE 8 2,3,WOOD 1 2,CONC SUBSTRATE 3 ALUM LOAD ZONES E) b =1 =1 20-7/8' MAX Q y Q m MAX.O.C. DOOR FRAME m 6 m 6 8' HEAD WIDTH FIGHT ? x -� x MAX. 3 1 ZONE'C' X XX X 13-1/41"MAX. 25.50 79.75 5 2 4 2 / 83.75 5 2 4 2 // / F)NEW SHEET COMBINING SIZE 87.75 5 2 4 2 / // N ELEVATIONS,ZONE ELEVATIONS 91.75 5 2 4 2 / 23-118" AND ANCHOR TABLES.-JR- 95.75 6 2 4 2 MAK O.C. // 04110/17 27.50 79.75 5 2 4 2 6 MAX w // w w O 83.75 5 2 4 2 / FRAME o / N y o w •yea HEIGHT 87.75 5 2 4 2 6416' m m a O 91.75 6 2 4 2 MAX.DLO 0 50 0 r 95,75 6 2 4 2 o D \ \ O m O o 0 29.50 79.75 5 2 4 2 4 p \ O o w 83.75 5 2 4 2 24 sn 6\ � ) \\ SIL 87.75 6 2 4 2 MAX.DLO\ \ 00� ®� N BmaO 91.75 6 2 4 2 \ \ Z Y sx"a \ o w a 95.75 6 2 4 2 \ !` a w to 31.50 79.75 5 2 4 2 A �_ SILL _� Z " U. 83.75 6 2 4 2 3 ZONE"C" otl O 87.75 6 2 4 2 37-1/2'MAX. DOOR FRAME WIDTH ® N O )Bays 91.75 6 2 4 2 95.75 7 2 4 2 TYR DIMENSIONS OF LOAD ZONES FOR U 33.50 79.75 6 3 4 3 SINGLE DOOR,X SINGLE DOOR,X gE Z Z BIBag 83.75 6 3 4 3 LL if g 87.75 6 3 4 3 SDP b�¢ wiltFlft : 91.75 73 4 3 at¢ode O w 95.75 7 3 4 3 eNd17-0So4•oi Date c a X p 35.50 79.75 6 3 4 3 lC��1 [ � - Bp!1 •�sBa seuBs 83.75N73 3 NOTES: y,r�apgy ,�--i0 � ♦��11 87.753 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. `♦�♦,I,ONY�YNN.ON 91.753 ;��'C,• ♦�GENSF'•.� 95.753 2)DOORS MAY BE LEFT OR RIGHT-HANDED. 37.50 79.753 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4'MIN.O.C.FOR CONCRETE,4-MIN.O.C.FOR CMU): No.5670 *= 83.753 JAMBS(ALL):13-1/4'MAX.FROM CORNERS AND 23-1/8"MAX.O.C. ,(��j HEAD&SILL OF DOORS:6°MAX.FROM CORNERS,9'MAX.FROM ASTRAGAL CENTERS AND 20.7/8'MAX.O.C. q 87.753 :AQ'•, 3l ! (�,�� 91.753 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. .(♦�•. 95.753 5)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. "7,,70 L G♦♦♦ �,"i NAt t l%,�♦ A.LYNN MILLER,P.E. P.E.458705 ABLE 6: 20-7/8'MAX.O.C. Design Pressure XX DOORS, 6, �{ i+ 9'MAX.,�Q Sae Sheet 2,Table 1 ALL GLASS TYPES MAX. I 3 ANCHOR TYPE&2,3,WOOD 1 2 CONC 13-1/4"MAX. SUBSTRATE 3 ALUM LOAD ZONES / \ / \ NOTES: / \ 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. PRODUC r REV/6F>D Q W Q N s--v r n wm mt"arms F.R. / \\ 2)DOORS MAY BE LEFT OR RIGHT-HANDED. Iw�q@ode (7-D O DOMAX �w a ® \ 23.1/8' AcceptanceNs �Y'- I FRAME FRAME x / \ MAX.O.C. 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4'MIN. �t� D�teZZ HEIGHT X X X O O.C.FOR CONCRETE,4°MIN.O.C.FOR CMU): VNDTH X X X 84-38" / 95-3/4' JAMBS(ALL):13-1/4'MAX.FROM CORNERS AND 23-118°MAX.O.C. r�e .Pr�Q�e[C�ehd 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 20-718'MAX.O.C. 83.75 5 4 4 2 \ / HEIGHT 4)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SIZE, a F)NEW SHEET COMBINING SIZE 67.75 5 4 4 2 4L2- �ELEVATIONS,ZONE ELEVATIONS 91.75 5 4 4 2 / 5)FOR ANCHORAGE DETAILS SEE SHEET 14. AND ANCHOR TABLES.-JR- 04/10/17 95.75 5 4 4 2 \ / 51.75 79.75 5 4 4 2 \ / ; � Y 63.75 5 4 4 2 j o U) ^aa 67.75 5 4 4 2 A� ❑ w o 91.75 5 4 4 2 }1- 713/4°MAX.DOOR FRAME WIDTH 95.75 s a 4 3 TYP. ELEVATION OF XX CONFIGURATION °M G o 55.75 79.75 5 4 4 2, p y o a N W 83.75 5 4 4 2 Z co S o HEAD =LL E 67.75 5 4 4 2 �ZONE"D M H� W Z !E< ZONED' W < F oN 91.75 6 4 4 3 _ p W rc J �M0 95.75 6 4 4 3 / \ 1-z m O 59.75 79.75 5 5 4 2LL 83.75 5 5 4 2 / \ EXAMPLE: 0 / \ XX WITH GLASS TYPE A, °6 O / \ 83.3/4"WIDE X 913/4°HIGH DOUBLE DOOR, m a0 87.75 6 5 4 3 / \ ANCHOR TYPE 3INTO WOOD ® m OO laayg 91.75 6 5 4 3 / \ DESIGN PRESSURE=+751-75 PSF, p / \ 13.65' SEE EXAMPLE 6,SHEET 2 FOR DP EXAMPLE u 95.75 6 5 4 3 a / \ O.C. Q U Z 63.75 79.75 5 5 4 2 W / \ z < W J aio,s 83.75 6 5 4 3 0 I°I nl 91314' m DOOR ANCHOR REQUIREMENTS FROM TABLE 6: O LL 87.75 6 5 4 3 � \ / ' 6 ANCHORS @EACH JAMB m : W 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 v Q X ❑ \ / 67.75 79.75 6 5 4 1 3 \ / apt .3s sauas SEE CIRCLED VALUES ON TABLE 6. 83.75 6 5 4 3 \\ 1 O 87.75 6 5 4 3 \ / __J_ x =DENOTES ANCHOR LOCATION. `��� NY LYNN 91.75 7 6 4 3 �' \CENSE /C� 95.75 7 6 4 3 71.75 79.75 6 5 4 3 �- 20.7/8" 9' 6"MAX. :*: No.58705 83.75 6 5 4 3 SILL SILL - •fj ZONE°D' ZONED" u, ' 87.756 5 4 3 633/4" �091.75 �••, •((/ 95.75 7 6 a 3 LOAD ZONES FOR XX CONFIGURATION %SFS•F< ..... 'G� &ANCHORAGE LAYOUT USED IN EXAMPLE ' �`,S1O 11111 EN\�. A.LYNN MILLER P.E. P.E.#58705 TABLE 7: Design Pressure O SIDE LITE, ALL GLASS TYPES sae sneal z,roma z ANCHOR TYPE 8 2,3,WOOD 1 2,CONIC SUBSTRATE 3 ALUM LOAD ZONES w w � 17-7/8" PROBUc f RE.vmD MAX m m rn MAX.O.C. asp 1 SIDE LITE FRMAX 1 AME a w w MAX. B B z Y�a4t►�e1?satidu -�{ HEAD �.y buHlia Cde FRAME HEIGHT x x I Eapira�BateWIDT -o z RAM ZONE'E' O 0 O O 13114'MAX. 10.75 79.75 4 1 4 1 M+rel iR�N eL YrtniC r 83.75 4 1 4 1 87.75 4 1 4 1 c1 F)NEW SHEET COMBINING SIZE 91.75 4 1 4 1 23-1/8' ELEVATIONS,ZONE ELEVATIONS 95.75 4 1 4 1 MAX.O.C. / AND ANCHOR TABLES.•JR- � 04/10/17 12.75 79.75 4 2 4 2 m m 83.75 4 2 4 2 843/8" 9MAX0' N > <n C7 W z nab 87.75 4 2 4 2 MAX.DLO FRAME m m w 91.75 4 2 4 2 HEIGHT p q a 0 95.75 4 2 4 2 (D N i f v 19.00 79.75 4 2 4 2 14 J o iu y Z o 83.75 4 2 4 2 33-518' LU z LL m S W 87.75 4 2 4 2 MAX.DLO U U a Q co I uw w° 91.75 4 2 4 2 H Z� ca F �.N 95.75 4 2 4 2 ro LLI> i W 21.75 79.75 4 2 4 2 B B SILL Z $ O 83.75 4 2 4 2 ZONE'E^ U) LL 38.3/4"MAX. °0 O 67.75 4 2 4 2 IDE LITE FRAME WIDTH of m 91.75 5 2 4 2 ® N O laa4S 95.75 5 2 4 2 TYP. ELEVATION OF LOAD ZONES FOR � z 27.76 79.75 5 2 a z SINGLE SIDELITE,O SINGLE SIDELITE,O Z 83.75 5 2 4 2 a w co 87.75 5 2 4 2 O u- 91.75 6 2 4 2 w o 95.75 6 1 2 4 2 a O � 36.13 79.75 6 3 4 3 aA1 'asap rauaS 83.75 6 3 4 3 87.75 7 3 4 3 NOTES: \``111111111/1777 91.75 7 3 4 3 �` N tiJ/ i� 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. `�pNY""'N L\GENS � 95.75 7 3 4 3 � QZ� P �.�F 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.56705 JAMBS(ALL):13-114"MAX.FROM CORNERS AND 28-1/8'MAX.O.C. *; *- 83.75 6 3 4 3 HEAD 8 SILL OF SIDE LITES:6'MAX.FROM CORNERS AND 243/4"MAX.O.C. - 1 87.75 7 3 4 3 ;O � 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. � •s �:��` 91.75 7 3 4 3 95.75 7 3 4 3 4)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. ',�SSF ',//ZONAL A.LYNN MILLER,P.E. P.E.p 58705 rABLE 8, 20-718 9"MAX,'MAX.O.C. 8"MAX. Design Pressure XG&�X, 6" I &B Reinfbrced: I See Sheet 2,Tables 1 8 2 ALL GLASS TYPES MAX 3 3 Unrelnforced: See Sheet 2,Tables 3 8 4 ANCHOR TYPE 8 2 3,WOOD 3 ALUM 1,2,CONC SUBSTRATE 13-114"MAX. LOAD ZONES \ NOTES: \ SEE TABLES 14, 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE SHEET 2 FOR DESCRIPTIONS. *L l] 0 23.1!8' \ REINFORCEMENT m w rn < m y u1 4 MAX.O.C. \\ REQUIREMENTS. 2)DOORS MAY BE LEFT OR RIGHT-HANDED. MAX MAX7C MAX m� o co m gmg o 8 m }T / \ 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS SIDE LITE DOOR FRAME u9 u9 Q u6 u� \ FRAME FRAME -<i x x x x FOLLOWS(4'MIN.O.C.FOR CONCRETE,4'MIN.O.C. WIDTH WIDTH HEIGHT , 84-3/8' MAX.MAX• FOR CMU): O 0 X X O O X X / FRAME JAMBS(ALL):13-1/4'MAX.FROM CORNERS AND MAX.DLO / HEIGHT 23-1/8'MAXO.C. 10.75 25.50 79.75 4 2 3 5 4 2 2 4 HEAD 8 SILL OF DOORS:8'MAX.FROM CORNERS, 83.75 4 2 4 5 4 2 2 4 / 9"MAX.FROM ASTRAGAL CENTERS AND 20-718' 87.75 4 2 4 5 4 2 2 4 / - MAX.O.C. a F)NEW SHEEP COMBINING SIZE 91.75 4 2 4 5 4 2 2 4 / 4 HEAD 8 SILL OF SIDE LITES:6'MAX.FROM °ELEVATIONS,ZONE ELEVATIONS CORNERS AND 24.314"MAX.O.C. AND ANCHOR TABLES.-JR- 95.75 4 2 4 6 4 2 2 4 249116' 33-5/8' 04/10/17 /MAX DLO MAX.DLO 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT 12.75 27.50 79.75 4 2 4 5 4 2 2 4 / AVAILABLE SIZE. N Y (5 83.75 4 2 4 5 4 2 2 4 13-1/4"MAX. 111 `v � nay 5)FOR ANCHORAGE INSTALLATION DETAILS SEE > 87.75 4 2 4 5 4 2 2 4 SHEETS 14 815. Ix a P o p 91.75 4 2 4 6 4 2 2 4 3 3 36 3/4°MAX SIDE C�5 clod p c 6)CONFIGURATIONS WHERE THE DOOR LOCKSTILE Y ti 95.75 4 2 4 6 4 2 3 4 37-112"MAX.AME N O TM LRE FRAME WIDTH ABUTS ASIDE LTTE ARE NOT AVAILABLE WITH N g y gy N o 73.1/2"MAX.DOOR SIDE LITE FRAME WIDTH REINFORCEMENT. m �@ 19.00 29.50 79.75 4 3 4 5 4 2 2 4 -1 o a mLLI LL Z 83.75 4 3 4 5 4 2 2 a TYP.ELEVATION OF XO CONFIGURATION 7)SIDE LITE OVERLAPS DOOR BY 3/4°ONCE Z � 87.75 4 3 4 6 4 2 2 4 (OX SIMILAR) ASSEMBLED. W Z CD < F uMaO •oN 91.75 4 3 4 6 4 2 3 4 HEAD ZONED' HEAD ZONE°E'--{ qJg•' IT 95.75 4 3 4 6 4 2 3 4 9 MAX. -� 6'MAX. I ,mt �r1 o w LLI �Mo 21.75 31.50 79.75 4 3 5 5 4 2 2 4 i7��4 0 l Z \ 6a}aAln� /�/ z- O 83.75 4 3 5 6 4 2 2 4 \ f>r, ca 87.75 4 3 5 6 4 2 3 4 0 - \ EXAMPLE: �' S'im3scl✓✓Ti£�s..• O 91.75 5 3 5 6 4 2 3 4 \ XO WITH GLASS TYPE B. 0 H Iaays 36'X 84°SINGLE DOOR WITH 36"X 84'WIDE SIDE LITE, R+' o (n 95.75 5 3 5 7 4 2 3 4 \ # V Q Z \ ANCHOR TYPE 3 INTO CONC. 27.75 33.50 79.75 5 3 5 6 4 2 2 4 \ DOOR DESIGN PRESSURE=+75/-75 PSF Z Q o 83.75 5 3 5 6 4 2 3 4 Q \\ W u 1.1 x 87.75 5 3 5 6 4 2 3 4 w z DOOR ANCHOR REQUIREMENTS FROM TABLE 8: O LL X g p - ON 4 ANCHORS @ DOORJAMB O 91.75 6 3 5 7 4 3 3 4 m / m 3 ANCHORS @ DOOR PANEL @ HEAD 7 O o 95.75 6 3 6 7 4 3 3 4 / 3 ANCHORS @ DOOR PANEL @ SILL ¢ X O 36.13 35.50 79.75 6 4 5 6 4 3 3 4 / 4 ANCHORS @ SIDE LITE JAMB 3 ANCHORS @SIDE LITE @HEAD 8171 -�sa0 saua 83.75 6 4 5 6 4 3 3 4 3ANCHORS@SIDE LRE@SILL \``�� 87.75 7 5 5 6 4 3 3 4 LYNN,y��'%� 91.75 7 5 6 7 3 4 / ::��.•' \CENSE•,�j_ 95.75 7 5 6 7 4 3 3 4 / Z t" 36.75 37.50 79.75 6 4 5 6 4 3 3 4 / O SEE CIRCLED VALUES ON TABLE S. _*:� NO.58705 83.75 6 4 5 6 4 3 3 4 {� 20 7/a° 6, W MAX• _-0 q 87.75 7 5 5 7 4 3 3 4 X =DENOTES ANCHOR LOCATION. '71'• 9'MAX. 24 /4' ���'•., S 91.75 7 5 6 7 4 3 SILL ZONED° SILL ZONE"E" �OAIDP..•' 1��� 95.75 7 5 6 7 4 3 1 3 4 LOAD ZONES FOR XO CONFIGURATION ONAL ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE &ANCHORAGE LAYOUT USED IN EXAMPLE ////III I(111`` DETERMINED INDEPENDENTLY. A LYNN MILLER,P.E. (OX SIMILAR) P.E.#58705 BLE 9: Design Pressure OXO,ALL GLASS TYPES 20-7/8"MAX.O.C. 6'MAX. B.MAX. Reinkreed: NIA 24.3W MAX.O.C. Untefnfbreed: See Sheet 2 T-hf--3 X 4 ANCHOR TYPE&SUBSTRATE Z 3,WOOD 6.MAX.I I�Z CONC MAX r4 i ! 3 ALUM I LOAD ZONES 13.1!4•MAX. 23-Ifir MAX MAXX V5 1 F, 6, S st R MAX m i5 co MAX.O.C. ft-pbbg%*k ik wheat DE LITE OR F m 6 hos"ed. I FRAME < Aftio"CtIva I CISD4 FRAME FRAME .01 0 o x 0 o WIDTH WIDTH HEIGHT 95.3W MAK 75 4 2 7 4 2 '3 84,111" 10.75 25.50 79. 0 FRAME P&�e 1p). 83.75 4 2 7 4 2 3 MM DLO HEIGHT 67.75 4 2 7 4 2 3 F)NEW SHEET COMBINING SIZE rF:iN 1111 ELEVATIONS,ZONE ELEVATIONS 91.75 4 2 704 2 3 4 95.75 4 2 7 4 2 3 AND ANCHOR TABLES.-JR- 95.75 ABLES.-JR- 33-5/8' 2-1'\ 04110117 12.75 27.50 79.75 4 2 7 4 2 3 MAX.DLO DO\ 83.75 4 2 7 4 2 LU �C'4 52 87.75 4 2 7 4 2 3 > 9115 4 2 7 4 2 5 0 95.75 7 2 7 4 2 5 36-314"MAX. DIaroo 0 D LITE FRAME WIDTH cl)04 IX m 37-lJ2'M R 0 CD 19.00 29.50 79.75 4 3 8 4 2 , 3 FRAME WIDTH _1 0 $3.75 4 3 8 4 2 13 0,-,03 'r :i z 109-1/2'MAX.DOOR-SIDE LITE FRAME WIDTH NOTES: z co X LLF 87.75 4 3 8 4 2 5 17 00 0 2 1110 91.75 4 3 8 4 2 6 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. i i i� I- W TYR ELEVATION OF OXO CONFIGURATION F @1 0 -1 o 1 95.75 4 3 8 4 2 5 (NOT AVAILABLE WITH REINFORCEMENT) 2)DOORS MAY BE LEFT OR RIGHT-HANDED. n> 21.75 31.50 1 79.75 4 3 8 4 2 3 9 2; a Uj HEAD HEAD HEAD 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS 83.75 4 3 8 4 2 5 ZONE'E" ZONE'F" ZONE"E' (4-MIN.D.C.FOR CONCRETE,4-MIN.O.C.FOR CMU): 87.75 4 3 8 4 2 5 JAMBS(ALL}:131/4'MAX FROM CORNERS AND 23-W Ix MAX.O.C. 0 To-oqS 91.75 5 3 8 4 2 5 HEAD&SILL OF DOORS,6'MAX.FROM CORNERS,9"MAX. 0 95.75 5 3 10 4 2 5 FROM ASTRAGAL CENTERS AND 20-7l8"MAX.O.C. 0 HEAD&SILL OF SIDE LITES:6°MAX.FROM CORNERS AND 3: 27.75 33.50 79.75 5 3 8 4 2 324-3/4MAX.O.C. t.s0 Cn 83,75 5 3 8 4 2 5 I I z 87.75 6 3 8 1 4 2 5 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE ;o SIZE. 0 LL 4L1 I 91.75 6 3 10 4 3 5 w w 5)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS W c �2 95.75 6 3 V 4 3 6 z 14&15. x 36.13 35.50 79.75 6 4 8 4 3 5 w < 0 LL - - - - - 6)CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A 83.75 6 4 8 4 1 3 5 SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT, 1,11 �111j 87.75 7 5 8 4 3 5 7)SIDE LITE OVERLAPS DOOR BY 3W ONCE ASSEMBLED. 91.75 7 5 10 4 3 5 95.75 7 5 10 4 3 5 36.75 37,50 79.75 6 4 8 4 3 5 0.58705 83.75 6 4 8 4 3 5 87.75 7 -5 110 4 -T-5 141 1-4- 91.75 7 51 4 3 5 777 SILL SILL SILL 1ORION'. 9 -TTT6-1 6 ONE*E" ZONE' 5.75 7 Z F- ZlJ ANCHOR QUANTITIES FOR THEDOOR AND SIDE LITE TO BE '17"ZONAL DETERMINED INDEPENDENTLY, LOAD ZONES FOR OXO CONFIGURATION I1,11111101 A.LYNN MILLER,P.E. P.E.# TABLE 10: 9"MAX. Design Pressure XXO&OXX,ALL GLASS TYPES 20-7/6'MAX.O.C. Relnf=ed: See sheet 2,Tables 1&2 9"MAX. 24-314'MAX.O.C. Unre)nforoed: See Sheet 2,Tables 3&4 2,3,WOOD 6'MAX. IANCHOR TYPE 8 SUBSTRATE 3 ALUM 12.CONC 3A B-B LOAD ZONES 6'MAX. ►N0DUCr8EV86E91 ro m mm y escmP.WnwBYtheF7aeEh MAX MAX 9OC MAX m o ¢ m m p m a 3 23116' / \ 23.118" W181nt Qede SIDE LITE DOOR FRAME u� ¢ w 2 w = MAX.O.C. / / / SEE TABLES 1.4, MAX.DLO Arcepreere(Vo 1 -O$b I FRAME FRAME •¢i x X x x / \\\ SHEET FOR 8u1r> Ate 41q� HEIGHT XX �xt / WIDTH WIDTH O O X X O O i� X O REINFORCEMENT 95-314' 8 �Si.�.• .1,..., \ 10.75 47.75 79.75 4 2 4 3 6 4 2 4 2 3 / \ REQUIREMENTS. MAX o na.rr cele►.m+wrr coe*t 83.75 4 2 5 4 7 4 2 4 2 3 FRAME 87.75 4 2 5 4 7 4 2 4 2 3 84�J8' // HEIGHT F)NEW SHEET COMBINING SIZE ELEVATIONS,ZONE 91.75 4 2 5 4 7 4 2 4 2 3 4C �O /E-E AND ANCHOR TABLES.�jRTIONS 95.75 4 2 5 4 7 4 2 4 2 3 / 4 oal1ol17 12.75 51.75 79.75 4 2 5 4 7 4 2 4 2 3 4 911833-5/6' NCD 83.75 4 2 5 4 7 4 2 4 2 3 L12 AX.DLO\ / MAX.DLO w 4 87.75 4 2 5 4 7 4 2 4 2 3 \ / 0 0 o y .naa 91.75 4 2 5 4 7 4 2 4 2 3 O A-A B-B }U' N i a1a0 In 95.75 4 2 6 4 7 4 2 4 3 5 3 O t r-. p CD 19.00 55.75 79.75 4 3 5 4 7 4 2 4 2 3 SIDE 36-314"MAX o-p a Z w 71.314'MAX.DOOR FRAME WIDTH SIDE LITE FRAME WIDTH O p � 83.75 4 3 5 4 7 4 2 4 2 3 107-314°MAX.DOOR+SIDE LITE FRAME WIDTH Z u•W xg 87.75 4 3 5 4 7 4 2 4 2 3 TYP.ELEVATION OF XXO CONFIGURATION NOTES: w V V p ®� couj ­a .a z �¢ " 91.75 4 3 6 4 7 4 2 4 3 5 (OXX SIMILAR) o w 1 Oma I.> LU 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE en 95.75 4 3 6 4 8 4 2 4 3 5 p O DESCRIPTIONS. r Z12 21.75 59.75 79.75 4 3 5 5 8 4 2 4 2 3 HEAD HEAD HEAD y 4 2 3 E 83.75 4 3 5 5 8 4 2 ZONED" ZONE°F' ZONE'E' 2)DOORS MAY BE LEFT OR RIGHT-HANDED. It 0 ON 87.75 4 3 6 5 8 4 2 4 3 5 \ 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS m O hays y 91.75 5 3 6 5 8 4 2 4 3 5 / \ FOLLOWS(4'MIN.O.C.FOR CONCRETE,4-MIN.O.C. ® 00 Q 95.75 5 3 6 5 8 4 2 4 3 5 // \\ FOR CMU): x z JAMBS(ALL):13-114'MAX.FROM � U WQ Z 27.75 63.75 79.75 5 3 5 5 8 4 2 4 2 3 / \ CORNERS AND 23-1/8"MAX.D.C. Z / \ HEAD&SILL OF DOORS:6"MAX.FROM ¢ w a,oa3 83.75 5 3 6 1 5 8 4 2 4 3 5 / \ CORNERS,9"MAX.FROM ASTRAGAL 87.75 5 3 6 5 8 4 2 4 3 5 < / \ m CENTERS AND 2D-7/8'MAX.O.C. LL O 'j HEAD&SILL OF SIDE LITES:6'MAX.FROM CORNERS AND 24-3/4'MAX.O.C. 91.75 6 3 6 5 8 4 3 4 3 5 z z O O / \ O U ,J X 95.75 6 3 7 6 10 4 3 4 3 5 N N Q •asaO 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 and 0 sauas \ / -¢a AVAILABLE SIZE. 83.75 6 4 6 5 B 4 3 4 3 5 \ / 5)FOR ANCHORAGE INSTALLATION DETAILS SEE ```11)111111111///' 87.75 7 5 6 5 8 4 3 4 3 5 \\ // SHEETS I4&15. 91.75 7 5 7 6 10 4 3 4 3 5 \ / 6)CONFIGURATIONS WHERE THE DOOR LOCKSTILE `�`Q��'• 1yCENSF-•.�(�� 95.75 7 5 7 6 10 4 3 4 3 5 \ / ABUTS A SIDE LITE ARE NOT AVAILABLE WITH _ 36.75 71.75 79.75 4 6 5 8 4 3 4 3 5 REINFORCEMENT. No.58705 83.75 [6- 4 A610 3 4 3 5 \ / 7)SIDE LITE OVERLAPS DOOR BY 314'ONCE87.75 5 3 4 3 5 ASSEMBLED. • StA 091.75 5 3 4 3 5 ZOSILLNE"D' SILZONELP�ZONESILLE"� �iF '•..��R.....9575 5 3 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE LOAD ZONES FOR XXO CONFIGURATION �ONAL 1``�N�`� '11!1111 DETERMINED INDEPENDENTLY. (OXX SIMILAR) A.LYNN MILLER,P.E. P.E.d 58705 X. 6'MAX. 9"MAX. 24-3/4'MAX.4.C, Des- !.._.__ 11• 20.718'MAX.O.C. �I _...t `'�'��-.-{�'''� Design Pressure OXXO,ALL GLASS TYPES MAX. 3 I ! ( Reinforced: see Sheet 2,Tables 1&2 f Unreinforced: See Sheet 2,Tables 3&4 ANCHOR TYPE&SUBSTRATE 2,3,WOOD 12,CONC 3 ALUM _ LOAD ZONES / \ / \ NOTES: 23.118' j \ 1)SEE SHEET 1 FOR GLASS AND ANCHOR m d N MAX.O.C. / \ TYPE DESCRIPTIONS. IRtIDOC�AE� . MAX MAX'11 i; / \ SEE TABLES I-4, � � MAX m o m o T // / \ SHEET 2 FOR 95-314" 2)DOORS MAY BE LEFT OR RIGHT-HANDED. SIDE LTTE DOOR FRAME g ( REINFORCEMENT FRAME FRAME ¢ .Q, _ / \ MAX Asce}fnaeet+e l -o$L •O 1 HEIGHT REQUIREMENTS. FRAME 3)ANCHOR QUANTITIES ARE BASED ON �tk+�pore WIDTH WIDTH O O O O AX.D" © HEIGHT SPACING AS FOLLOWS(4"MIN.O.C.FOR MAX.DLO \ / CONCRETE,4"MIN.O.C.FOR CMU 10.75 47.75 79.75 4 2 6 4 2 3 \ / �/ JAMBS(ALL):13.1/4'MAX.FROM ie'�PA*P "`�OSA 83.75 4 2 7 4 2 3 \ f / CORNERS AND 23-1/8'MAX.O.C. 87.75 4 2 T 4 2 3 4 HEAD&SILL OF DOORS:8'MAX.FROM F NEW SHEEP COMBINING SIZE CORNERS,9"MAX.FROM ASTRAGAL g ) 91.75 4 2 7 4 2 3 ;5 ELEVATIONS,ZONE ELEVATIONS t / HEAD 8 SIL OF SIDE LI AX O.C. I AND ANCHOR TABLES.-JR- 33518" HEAD&SILL OF SIDE L1TES:6°MAX. 95.75 4 2 1 7 4 2 3 MAX.DLD\ / MAX.DLO FROM CORNERS AND 243!4'MAX.O.C. a 94/10/17 12.75 51.75 79.75 4 2 1714 2 3 1 / 83.75 4 2 7 4 2 3 4)FOR SIZES NOT SHOWN,ROUND UP TO N (9THE NEXT AVAILABLE SIZE. = Y 87.75 4 2 T 4 2 34 �j =2j 91.75 4 2 7 4 2 3 3 3 5)FOR ANCHORAGE INSTALLATION DETAILS D' 3 SEE SHEETS 14&15. 95.75 4 2 7 4 2 5 LITEFR MAX.SIDE 71.3!4"MAX.POOR FRAME WIDTH o a�a O r ITE FRAME WIDTH 6)CONFIGURATIONS WHERE THE DOOR 0 N 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 _O M fA O 83.75 4 3 7 4 2 3 TYp. ELEVATION OF OXXO CONFIGURATION AVAILABLE WITH REINFORCEMENT. Z W CD 87.75 4 3 7 4 2 3 7)SIDE LITE OVERLAPS DOOR 8Y 314'ONCE V Ul 6 0 E (6 e r 91.75 4 3 1 71 4 1 2 1 5 ASSEMBLED, to U CD LL1 aMa+9 .pN ZONE"E -�-ZNEHEAD E''F"-�--ZNEHEADF'-�--ZONE E"-� o ~ 5N0 95.75 4 3 8 4 2 5 W w to 21.75 59.75 79.75 4 $3814 4 2 3 Ort °u d r 83.75 4 4 2 3 / \ EXAMPLE; (0 EL O 87.75 4 4 2 5 // \\ OXXO WITH GLASS TYPE B, V) 91.75 5 4 2 5 / \ 71-314"WIDE 95-314'HIGH DOUBLE DOOR °$ O T5-54s 23-1/8" WITH(2)36314°X 95-314"SIDE LITES, cv 0 95,75 5 4 2 5 / \ ANCHOR TYPE 21NTO CONCRETE, UI 27.75 63.75 79.75 5 4 2 3 / \ DESIGN PRESSURE=+341-34PSF, N ~ 83.75 5 2 5 SEE EXAMPLE 4,SHEET 2 FOR OP EXAMPLE Z -•i Z 87.75 5 3 814 2 5 xur / \\ oa W aloag O N DOOR ANCHOR REQUIREMENTS FROM TABLE 11: O LL. 91.75 6 3 8 4 3 5 m m 4ANCHORS Q EACH SIDE LITE JAMS \ / 5 ANCHORS EACH DOOR PANEL @ HEAD m }( 95.75 6 3 10 4 3 5 \ / "> 5 ANCHORS EACH DOOR PANEL @ SILL O Q a r 36.13 67.75 79.75 6 4 8 4 3 5 \ �. 3 ANCHORS EACH SIDE LITE @ HEAD 83.75 6 4 1 8 4 3 5 \ / 3 ANCHORS EACH SIDE LITE @ SILL apU WOO saya5 87.75 7 5 18 4131 5 \ // 'N'%j%I11111/j! 91.75 7 5 110 4 1 3 1 5 \ / `/^�'SEE CIRCLED VALUES ON TABLE 11. �� ��Y LY�N 95.75 7 5 10 4 3 5 \ / �.../ ` �� 'y10ENSS 36.75 71.75 79.75 6 4 181 4 31 5 1 X =DENOTES ANCHOR LOCATION. No.58705 83.75 6 4 9 4 3 5 e" 9• 6"MAX. MAX. MAX. +- 24.314" -►, 87.75 7 5 9 4 3 5 � SILL 20-718" 6"MAX. `� •''� 91.75 7 5 10 4 3 ZONE'E` }}}---- SILL - SILL �p '• ZONE'F' }--_ St(J. ZONE'E" %,O�S�,•• S 'C F 95.75 7 51101413 5 ZONE F' .Pt 0RIDP•.•'G\C��� ANCHOR QUANTITIES FOR THE DOOR AND SID Li ET08E LOAD ZONES FOR OXXO CONFIGURATION / DETERMINED INDEPENDENTLY. !!!aNAt. &ANCHORAGE LAYOUT USED IN EXAMPLE ill I A.LYNN IMILLER P.E. < P.E.#58705 I 3 EDGE DISTANCE , EDGE 2X WOOD SEE TABLE DISTANCE BUCK,NOTE 1 A,SHEET 1 EDGE DISTANCE IXWOOD EMBEDMENT 1 SEE TABLE BUCK,NOTE 1 A.SHEET i EMBEDMENT IX'MAX.SHIM 114'MAX.SHIM 1/4"MAX.SHIM SEE TABLE SEE TABLE f0DDUCrRF.Y A,SHEET 1 A,SHEET 1 tatAnC t Acacpwaoe No E144adp�Data 2 DOOR HEAD(WOOD) DOOR HEAD(CONC) DOOR HEAD(ALUMINUM) EMBEDMENT EMBEDMENT--�{ F}CLARIFIED DETAILS,ADDED 1/4'MAX.SHIM 114"MAX.SHIM I �- 114'MAX.SHIM °ALUMINUM.-JR-04/10117 �EDGE DISTANCE '.'.' EDGE DISTANCE a I� EDGE DISTANCE nnmrrlm- _ o � Aea STAGGERED STAGGERED 4' ANCHORS ANCHOR '''' SEE TABLE STAGGERED } J� -o p A,SHEETI ANCHORS t9 N 2 w e OJ M Cq O 2X WOOD 1X WOOD i Z LL �yLU BUCK,NOTE 1 BUCK,NOTE i SESHEET� U�2 R a CO 8 Y umou0 .aN DOOR JAMB(WOOD) DOOR JAMB(CONC) DOOR JAMS(ALUMINUM) C> �' �Mo oz w LO cn o SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 r ® 0 LU aasys 1/4'MAX.SHIM ` ❑ O fD �1t4°MAX, 1t4'MAX.SHIM U Z z K: n N �w=s SEE TABLE -'r SEE TABLE A.SHEET 1 ':i ':, �'j(" A,SHEET 1 O W Z J LWEMBEOMENT EMBEDMENT v 0017 2X WOOD < n EDGE DISTANCE BUCK,NOTE 1 I�`I-'•EDGE DISTANCE ena �sao sagas EDGE DISTANCE DOOR SILL WOOD DOOR SILL(GONG) �`��NY LYN (WOOD) DOOR SILL ALUMINUM Xe 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). 'Q 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 ' B F i4/`, 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 i,�IJs101V AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. a EXTERIOR INTERIOR[ "'Ill .Il,titi 3.TYP.ANCHOR TYPE,EMBEDMENT&EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1.. (ALL HEAD&SILL SECTIONS) A.LYNN MILLER,P.E. REP 58705 d SEE TABLE EDGE DISTANCE 2X WOOD EDGE DISTANCE A,SHEET I EDGE DISTANCE BUCK,NOTE 1 9 •• •% ';•EMBEDMENT SEETABLE A,SHEET 1 0 o EMBEDMENT o o 1X WOOD 114'MAX.SHIM 1/4"MAX.SHIM BUCK, 1/4°MAX.SHIM NOTE1 SEE TABLE SEE TABLE PR®DOC f BEvfm SEE TABLE oa�gyle�x11Y�r Florida A,SHEETI A•SHEETI A,SHEET kaWnFQade Acu{taett No O Nti .D) EspirrYe Dale 2 ZGz SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) SIDE LITE HEAD(ALUMINUM) 11�t,o1'P+Ob SEE TABLE F)CLARIFIED DETAILS,ADDED EMBEDMENT EMBEDMENT A,SHEETI H ALUMINUM.-JR-04/10!17 114'MAX.SHIT 1/4'MAX.SHIM 1/4"MAX.SHIM —7*' SEE TABLE EDGE DISTANCE EDGE DISTANCE A,SHEET 1 CD _ EDGE DISTANCE z r Y ? U) v nay of Lu f 0 SEE TABLE U) o to SEE TABLE O A,SHEET 1 A,SHEET 1 0'T z� ala0 I o SEE TABLE ) o A,SHEET 1 Z LL� n i W o, 2 LLI 66¢ to 7y BUCK,NOTE 1 1X WOOD BUCK,N2X WOOD OTE 1 •• Ui Z F axa SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) SIDE LITE JAMB(ALUMINUM) 10;:' $ w �Z.. 5 J L—L SEE TABLE A.SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A.SHEET 1 � W ® O laays 114"MAX.SHIM (Sj ~ Z 1/4'MAX.SHIM � lA lX WOOD < W Z atoag BUCK,NOTE 1 1/4'MAX.SHIM O W W SEE TABLE U' H g w A,SHEETI W G EMBEDMENT SEE TABLE Vc7 J A,SHEETI EMBEDMENT Q N . .. .., at71 ­0raLL 2X WOOD EDGE DISTANCE BUCK,NOTE 1 't. EDGE DISTANCE I I�I111111i//j • �+----�}—EDGE DISTANCE \.���pNY LYNN 7jri� SIDE LITE SILL(WOOD) SIDE LITE SILL(GONG) SIDE LITE SILL(ALUMINUM) `�`���.•�;cENSF M/��,�� *; No.58705 1.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK_lx 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). ;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 ��'• F(pR1OP.•'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 BE THE GROUT MS'S AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. e7EXTERIOR INTERIOR , NAL ALL HEAD&SILL SECTIONS) A.LYNN MILLER P.E. 3.TYP.ANCHOR TYPE,EMBEDMENT&EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1.. ( REA 58705 boor �,a 0 5 Cb�i E CU C-i CL wF I > vile Lu U 0 C-) u w LU