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HomeMy WebLinkAboutNOAII• M I.1 Y� SCANNED MIAMI-DADE COUNTY BY -PRODUCT CONTROL SECTION St. Ludle Gou 11805 SW 26 Street, Room 208 PARTMENT OF REGULATORY AND ECONOMIC. RESOURCES (RER) Miami, Florida 33175-2474 ARD AND CODE AD&IINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 ®TICE OF ACCEPTANCE (NOA) www,miamidade.gov/economy POT Industries, Inc. 1070 Technology Drive N�rth Venice, FL 34275 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The ZD documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be! lused in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). is NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (I Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this pri duct or material tested for quality assurance purposes. If this product or material fails to perform in the accepted m er, the manufacturer will incur the expense of such testing and the AHD may immediately revoke, modify, or su ,Pend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if t is determined by Miami -Dade County Product Control Section that this product or material fails to meet the re ements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, inluding the High Velocity Hurricane Zone. SCRIPTION: Series �`FDAluminum Outswing French Doors w/wo Sidelites— L.M.I. A1PROVAL DOCUMENT: Drawing No. I1005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 thr,)ugh 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Angthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Ac„ eptance number and Expiration date by the Miami —Dade County Product Control Section. bWACT DATING: Large and Small Missile Impact Resistant 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 Iower design pressure from table 1 or table 2 shall control. 2. Standalone X, XX and O configuration unit do not required, reinforcement (item 922). 3. 'Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ. 4. 11 1x or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. IL�.BELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and follIowing statement: "Miami -Dade County Product Control Approved", noted herein. IWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in t e applicable building code negatively affecting the performance of this product. )E M NATION of this NOA will occur after the expiration date or if there has been a revision or change in the ma erials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for ales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of is NOA shall be cause for termination and removal of NOA. VERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the exp"ration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in i s entirety.. IN PECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and sha, be available for inspection at the job site at the request of the Building Official. Thi' NOA revises NOA #16-0624.17 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval doc ent mentioned above. The, submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No: 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 Page 1 1.[ A. I10 C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Evidence submitted under previous approvals DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidel.ites, 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. 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.Idaimis Ortega, P.E.(submitted tinder fie #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) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked —up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22) CALCULATIONS (Submitted under file 415-0528.24) 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. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E-1 "tis�,,--, I - LL,W; ,— Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E. F. G. 2. A. B. C. D. E. F. G. 1. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. STATEMENTS (Submitted under file #15-0528.24) 1. Statement letter of conformance to FBC 2014(P 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. - OTHER 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. 2. Test proposal # 1.6-0152 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. New Evidence submitted DRAWINGS 1. DrawingNo. 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. TESTS 1. None. 1. Anchor verification calculations and structural analysis dated 08/01 /17, complying with FBC- 2014 (5T-11 Edition) & 2017(61h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. 1. Miami Dade Department of Regulatory and Economic Resources (RER). 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. STATEMENTS 1. Statement letter of conformance to FBC 2014(5t' edition), FBC 2017(6a' edition) and letter of no financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E. OTHER This NOA revises &renews NOA 916-0629.17, expiring 10/18/22. Tshaq 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 FRENCH DOOR AND SIDE LITE 1) GLAZING OPTIONS: SEE BELOW. 2) DESIGN PRESSURES: (SEE TABLES 1-4 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) CONFIGURATIONS: X, O, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. 5) SHUTTERS ARE NOT REQUIRED. 6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7) REFERENCES: TEST REPORT FTL-4964, 5212 & 6864; ELCO ULTRACON & CRETEFLEX NONS 8) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 3/16" HS GLASS - 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE .090" PVBI OR PVB2 REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE INTERLAYER UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF 118" AN OR HS GLASS - YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE 93 NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED DESIGN PRESSURE FROM STEP 1. 72 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS SHEET AND YOUR GLASS TYPES, (A - D), FROM THE GLAZING DETAILS ON THIS SHEET. 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. 5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14 & 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS. 3/8" NOM. GLASS STACK DESIGN PRESSURE RATING IMPACTRATING SEE TABLES 1 -4 RATED FOR LARGE & SMALL ON SHEET 2 MISSILE IMPACT RESISTANCE TARI F A - Min, Anchor Group e Anchor Type Frame Member Substrate Min. Edge Distance Embedment or Metal Thickness 1 114" Elco UhraCcrO F =155 ksl, F,= 177 ksf All Concrete (min. 2.85 ksl) 1.3/4" 1-318" Jamb Hollow Block (ASTM CSO) 1-3/4" 1-114" 2 114" 410 SS Elco CreteFlex® All Concrete (min. 3.35 ksl) 1-3/4" 1.314" Jamb Hollow Block ASTM C90y 1-3/4" 1-114" All Southem Pine (SG = 0.55) 1" 1-3/8" F =127.4 ksl, F�= 189.7 ksl 3� Rom ' �kt2518'efiStitl •( -= All Southern Pine (SG = 0.55) 9/18" 'I.3(8' All w6063I: Aium=m— 3l8" 1!8" 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. . 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CODES/STANDARDS USED: D2017 FLORIDA BUILDING CODE (FBC), GTH EDITION o2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION DASTM E1300-09 DANSIIAFBPA NDS-2015 FOR WOOD CONSTRUCTION oALUMINUM DESIGN MANUAL, ADM-2015 oA1S15100-12 oAISC 360-10 -`I 3116" HS GLASS - .090" PVB1 OR 11182 316" AN OR HS GLASS 1/2" GLASS BITE —3/8":LAMI;NOM.- GLASS TYPES; RVB2 AN =ANNEALED HS=HEAT-STRENGTHENED TP=TEMPERED GENERAL NOTES ............ 1 GLAZING DETAILS ........... 1 DESIGN PRESSURES ...... 2 VERT. SECTIONS.............3 • HORIZ. SECTIONS........... 4 PARTS LIST ...................... 5 EXTRUSIONS ................... 6 ANCHOR QUANTITY........7-13 INSTALLATION ............:....14-15 7/16" NOM. 13/16" NOM. GLASS STACK GLASS STACK 3l16" HS GLASS 1/8" HS GLASS IWAIR SPACE ,OR B2PVB_ 3/16" TP GLASSY NTERLAYER 73 112' GLASS 1/2" GLASS BITE BITE 30 gp_S3 71 30 71 MEMOR 7/16" LAMI NOM. EXTE"OR 13116" LAM] IG NOM. GLASS TYPE C, (PVB1), GLASS TYPE E GLASS TYPE D, (PVB2) PVB1 = .090" TROSIFOL''' PVB BY KURARAY AMERICA, INC. PVB2 = .090" SAFLEXIKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. PRODUCT REVNW ms temQlYi "ah6 Jt 1laalda IamMIM6Cede AaepiaseaNa 1.7 6. "O ) EEn-�0 -11be Date iftlEf Aedr p,�,ctC'aaas�� G F) REORGANIZED SHEETS y UPDATED TO FBC 2017, ADD TABLE A& ALUM. SUBSTRATE.- ¢ JR-04/10117 r Y LU z > = CD as oa� C, O O C7 N Z y OJ -ItCl)n Q rA m1 o O-Joo m U- Z W Z m U J W W < OW W -a •oN 0M0 to n W OZ O) v ❑ otS rA J IL O W ❑ raays COZ Pq-0LI z Q WZ 'DsaO saves •�` \BOVICENsp NY . LY N N �j� ''', InNo. 40 70NA�1E?.�. A. LYNN MILLER, P.E. P.E.f 60705 TARLF 1• DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 8aT"g3,4 70 - 83 314" 87 314" 91 314" 1 80 - 95 3/4" 3° 80 71 3/4 + -75 0 +76.0 j -76.0 +76.0 � -75.0 75.0 -75.0 75.0 -75.0 TARI F I. DESIGN PRESSURES FOR REINFORCED SIDE LITES. GLASS TYPES FRAME WIDTH FRAME HEIGHT 6'-793/4" 7'-833/4" 87314" 91314" 89-953/4" 27 3/4' +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 A 361/8" +75.D ,-76.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4' -75.0 -76.0 +74.9 -74.9 +70.4 -70.4 66.8 .66.6 +63.1 -63.1 e, C, D OR E 36 3/4' +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 .75.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, REINFORCED, 33-1/2" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79.314" SIDE LITE (SEE NOTE 8) DOOR DESIGN PRESSURE _ +75 / -75 PSF SIDE LITE DESIGN PRESSURE=+75/-75 PSF OVERALL DESIGN PRESSURE _ +75 / -75 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, UNREINFORCED, 30" WIDE X 87-3/4" HIGH SINGLE DOOR WITH (2) 26' X 87-3/4" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE _ +43.6 / -43.6 PSF SIDE LITE DESIGN PRESSURE _ +47.2 /-47.2 PSF OVERALL DESIGN PRESSURE _ +43.6 / -43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, 32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE =+75 / -75 PSF TAR[ F A• DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 6'-79314" 7°-833W 873/4" 913/4" 8'-953/4" 2a 25112" 4a 47 34' +58,6 ':• -58.6 +55.4 -55.4 +62.4 -52.4 +49.8 ? -49.8 +47.4 47.4 27112" 51 3r4' +54.91 -54.9 +51.8 -51.8 +49.0 ; -49.0 +46.5 -46.5 +44.3 -44.3 29112" 55 314' +51.7 -51.7 +48.8 -48.8 +46.1 I -46.1 +43.61 -43.8 +41.6 -41.6 25 31112" 5' 693/4" +49.01 -49.0 +46.2 -462 +43.6 j -43.6 41.4 -41.4 +39.3 -39.3 25 33112" 54 6334" +43.1 = -43.1 +43.1 -43.1 +41.6 -41,6 +39.3 -39,3 +37.3 37.3 35 VZ' 87 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 ' -38.1 +37.5 ' -37.5 +35.6 35.6 3' 37 V2" 6' 71 3r4" +34.0 s -34.0 +34.0 -34.0 +34.0 I -34.0 +34.0 1 -34.0 +34.0 34.0 TAR[ F A - DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME WIDTH FRAME HEIGHT 68 - 79 3/4' 7° - 83 3/4' 87 3/4" 1 91 3/4" 80 - 95 3/4' 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 12 314" +75.0 -75.0 -75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 A B, C, D OR E 21 314" +64.5 -64.5 +61.0 -61.0 +57.8 57.8 +55.0 55.0 +62.4 -52.4 27 314" +52.9 52.9 +49.9 49.9 +47.2 47. +44.7 44.7 +42.6 -42.6 36118" +35.2 -35.2 +352 352 +35. 35.2 +352 352 +34A 34.4 36 314" +34.0 -34.0 +34.0 -34.0 +34.0 34.0 +34.0 i 34.0 +34.0 -34.0 FUR MAX. SILLS OF CUMBINEU UNI I S, SEE SHEE IS 1U-13. EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, 68" WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE _ +75 / -75 PSF SIDE LITE DESIGN PRESSURE =+70.4 /-70.4 PSF OVERALL DESIGN PRESSURE _ +70.4 / -70.4 PSF EXAMPLE 4, (USING TABLES 3 & 4): OXXO, WITH GLASS TYPE B, UNREINFORCED, 71-3/4" WIDE X 95-314" HIGH DOUBLE DOOR WITH (2)36-314" X 95-3/4" SIDE LITES DOOR DESIGN PRESSURE _ +34 / -34 PSF SIDE LITE DESIGN PRESSURE _ +34 / -34 PSF OVERALL DESIGN PRESSURE =+34 /-34 PSF EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE _ +75 /-75 PSF NOTES FOR ALL CONFIGURATIONS: 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OX, XXO, OXX, OXO, OXXO), THE LOWEST DESIGN PRESSURE SHALL PREVAIL. 2) FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 4), IS REQUIRED AT DOOR TO SIDE LITE CONNECTIONS, . WHEN USING TABLES 1 & 2. 3) DOOR AND SIDE LITE COMBINATIONS FROM TABLES 3 AND 4 DO NOT REQUIRE REINFORCEMENT ITEM 22. 4) DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5) FOR DOOR -ONLY CONFIGURATIONS (X, XX), ONLY TABLE 1 IS APPLICABLE. REINFORCEMENT, PART#22, IS NOT REQUIRED. 6) FOR SINGLE, STAND-ALONE SIDE LITES (0), ONLY TABLE 2 IS APPLICABLE. REINFORCEMENT, PART#22, IS NOT REQUIRED 7) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDELITE ARE NOT AVAILABLE WITH REINFORCEMENT. 8) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. (E.G. FOR 32" "X" DOOR WIDTH IN TABLE 3, USE 33-112") GLASS TYPES (ALL TABLES, THIS SHEET): A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16' A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) PRODUC P REVISED "e plslrgwit9tic FIww I.w4lRseo4� AnxPicecc No : oCG�13 ( Eaptrwka uQre 4�1 ,T257 I ZZ S$rr R�rAr �r ra( bad ..- c G) NO CHANGES THIS SHEE1r,., -�, JR - 04/10/17 a Y W > `_ L] Clo ala0 O O 0 v zm w I u V1 [n 0 0 O .J co a y LL.� nP Z W Z U ® J W co Q 2 F "�oa •or ama oLU r- to oz� 00 0 in oC [L O Q `2G O tV raa45 ® � � O F O vuj z G W m o LL a Z s w � � U �I w pLL O apll 1 '.seo saua5 ��'��••• VCENSF''/CC i k No.58706 10 Ni E?.• A. LYNN I41LLER, P.E. P.E.# 58705 EXTERIOR MAX. DLO _ 30 14-16,109' SECT. A -A VERTICAL INTERIOR MAX. DOOR FRAME EXTERIOR 60 - MAX. DLO Mi Mf SII LI' FRP HEI( SL SECT. B-B VERTICAL INTERIOR K. E E NE HT EXTERIOR INTERIOR SL VIEW G-G CORNER ASSEMBLY /RODUCf REVMW as aempwn shr the Ff." A%qd... . Ne O C AT HEAD/JAMB EapfrAi'Dot Iz 7-2 Rvt•yv'Rr4sP set CoeNal AT SILUJAMB G) NO CHANGES THIS SHEEL - JR-04/10117 K LU Z �2 Y Z v U) 7aa ri p O G w p (n %- n it a1o0 O e7 0 N ? wy D_ Ln U) pp z LLLL� ni —j 111 111 O d ® < lL ° .0 'oM OW rr J JMO- A > a LL LO Z u 0 !n LL R1 O li M m O Z laavS U W Z 111 J afo�g o LL O F H O � 0 Q ' o. ap:1 1 'asap1—asl ��•�\,ONY LYNryr�� •,,� ��C .•' ytCENSF'•,CC�� * ; No. 58705 _ *' o �a !- w� � •., TE 1S70NAL E \1 /111111111 A. LYNN MILLER P.E. P.E.e 68705 FA 1. P 4 46 21 5 SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7,8 AND 9) SEE NOTE 3, THIS SHEET _-MAX.__ f DLO —I 'X' SECT. D-D HORIZ. SL FRAME WIDTH HORIZ. (DOOR W/ SIDE LITE) REINFORCEMENT NOT REQUIRED FOR INTERIOR STAND-ALONE'X' /� DOORS. `� EXTERIOR REINFORCEMENT MAX. SL FRAME WIDTH NOT REQUIRED FOR STAND-ALONE'O' NOTES: SL SECT. F-F HORIZ. (SINGLE SIDE LITE) 1) CLEAR OPENING FOR AND'XX DOORS AS,FOLLOWS: WIDTH: 7(' DOORS = DOOR FRAME WIDTH - 5.646 'XX' DOOR = DOOR FRAME WIDTH / 2-4.079 HEIGHT: DOOR FRAME HEIGHT - 3.259' 2) SIDE LITES OVERLAP W AND'XX' DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 7(O','OX','OXO''XXO','OXX AND'OXX( CONFIGURATIONS. 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, SHEET 2. ITEM 221S NOT REQUIRED WITH COMBINATIONS FROM TABLES 3 AND 4, SHEET 2, OR WITH STAND-ALONE'0', 'X' 8'XX' CONFIGURATIONS FROM TABLES 1 AND 2. M1oDUCPREV16F9 w cwaplyin with tt+e fl-kk tweeln.-t Aeasplaeee Nu) -O •O ) E.pi�leo Pete 2 &fs�Rsdf, " IciCerQ;EC 0) NO CHANGES THIS SHEE ii i„ JR-04/10117 Y U W z > `r CD � .nay Q w o O W } n 0 aloe Q �zw Q C J l7 n N O o '- N W n g Z W Z � g = 0 C) o rc WO J y LU Fe unonp i s .oN `J.NO OLU a .J r> o2 m $ W ko W ca co O It Z cl •r ® 0 H V laatl5 p U Z f w h aloe$ 0 ¢ W Z O O '1 2: ,YI `\111111LYNN 1 i11 /I/7j/ * No. 58705 "0� TES 1 : - -",'/, ZONAL 1ENG`. A. LYNN MILLER P.E. P.E.# 58705 STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT.GLASS—\/ STRUCTURAL SILICONE FOAM WITH DESICCANT EXT.GLASS—/ BUTYL & DESICCANT FOAM EXT.GLASS� POLYI' BUTYLENE SEAL ROLL -FORMED_ STAINLESS STEEL EXT. GLASS — 1/4" NOM. KODISPACE 0 4SG TPS INT. GLASS HOT MELT BUTYL 3/16" NOM. SUPER a1 SPACER®NXTT"' INT. GLASS _ALUMINUM REINFORCEMENT 5116" NOM. DURASEALO SPACER INT. GLASS NNT FILL AREA -5/16" NOW ILICONE SEAL ea XL EDGE TM SPACER GLASS Part# Description Material 80 Kommeding 4SG TPS Spacer System 81 Quanex Super Spacer nXi wih Hot Melt Bulyl See this Sheet for 82 Ouaney. Duraseal Spacer Materials 83 Cardinal )L Edge Spacer. Kt1-tKtNl:t I tJ I KtYUK 1 J: t- I L-011 r, d`JU2f & OW U USED AND ARE NOT PART OF THIS APPROVAL. PRODUCf REVISM as.pt*g*tk t6c. Fwidh treW ng Eon AaeppenNa i - b • O I ff�pirlety. pate 4� 27 a l�a Ift+mFAwhc edCm+t+d . F) NO CHANGES THIS SHEE. -Dano/17 2 Y U W > z N y O to nay p r ao o C, arDQ 7 O } (� N OJ f 3 h O a N LO o OtJi� a� ° g W Z m U LL d J W _ w ~O LU Y a W J -nwp .oN J.Md 1• 0 W LO O Z W V co (() co J IL 0 N w Q F lL LO 7�95 ® p = U Fm- = U Q Z Wa fn O ILL, z Q m I 1 ``tttulnr,��� �.� ONY LYNjv ``���•'' LICENSE ��f�a` Q' 13 * No.58705 :Q *— — -D 'ONAL S �'11,111111 W A. LYNN MILLER, P.E. P.E.9 58705 1.750 - 1.750 � - 1.750 - .062 4.000 .062 4.100 .062 4.100 .062 4.100 4.675 4.675 Ll DOOR PANEL DOOR PANEL 30 TOP & BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL 6063-T5 6063-T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL 6063-T5 6063-T5 3.655 3.111 .550 1.400 .050 -7- FILLER HEAD ADAPTER 1 � 6063-T6 3.000 1.272 1.479 30 111 .050 FRAME HEAD 6063-T6 05. .079 1.4I89 489 i 3.000 ---- 1.50D .125 750 TRUSS CLAP ?4 6063-T5 5.459 6.085 .805 �-- 050 683 - Y, 4 3116" GLAZING BEAD 6063-T5 3.100►j 1.4 L 050 .683 ILE 518" GLAZING BEAD %6 6063-T5 .075 5.212 4.586 OUTSWING THRESHOLD SL HEADER SL SILL 60 11 6063-T6 6063-T6 61 6063-T6 050 1.620 1.480 -�{ .250 WEATHER 050 37 STRIP CHANNEL 3,000 6063-T5 T---(,�X-0.375 DOOR FRAME 2125 .125 2O JAMB 6063-T6 32 HINGE 6063-T5 1.578 890 I .050 �-'172 L 050- 3.000 �3 1.092 IG GLAZING BEAD (6 SL JAMB 74 6063-T5 6063-T6 .504-►, .530 .360 .055-•-{�-�� OUTSWING THRESHOLD 13 CHANNEL COVER 6063-T6 2.980 �2.750�{ .050 -. 1.000 -- .650 I SLJAMB 66 ADAPTER �25 22 TUBE MULL 6063-TG 6063-T5 rRumcfRums as-plyf gwith the gadtY Aeeepioere Nei -0 •0 Ea�4raeie�0sis Z F) NO CHANGES THIS SHEE - 04n 0117 LYN� *�. No. 56705 v Q ; �0� •.-. S A S `7 •• ,41,. "',iS,'/ONALIENG`�� A. LYNN MILLER P.E. P.E.#58705 X DOORS, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1.2, CONC LOADZONES m m X U 9 x X m X U x X MAX FRAME MAX FRAME HEIGHT 25.50 79.75 83.75 87.75 91.75 95.75 5 2 1 4 2 5 2 5 2 5 T24 2 6 2 27.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 29.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 6 2 4 - 2 31.50 79.75 83.75 87.75 91.75 95.78 5 2 4 2 6 2 4 2 6 2 4 2 6 2 4 2 7 2 4 2 33.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 35.50 79.75 83,75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 aft fMF71 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 20-7/8' MAX. O.C. 6" A -A MAX: 3 13-1/4' MAX. / 23-10 / MAX. O.C. / 95-314" / ® MAX. FRAME 84 31V HEIGHT MAX. DLO DD \ q 40° 24-9116\ MAX. DLO\ A -A 37-12' MAX. DOOR FRAME WIDTH TYP. DIMENSIONS OF SINGLE DOOR, X HEAD �- ZONE'C / w w z /" o N r m \ m m \ F� SILL. "C' LOAD ZONES FOR SINGLE DOOR, X NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4- MIN. O.C. FOR CONCRETE, 4- MIN. O.C. FOR CMU): JAMBS (ALL): 13-1 /4' MAX. FROM CORNERS AND 23-118° MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-718" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. Design Pressure See Sheet 2, Table 1 "DUC F i vilft uorP9'1S¢ whta e6e Fbrr)y fs�li9ajt Code Aae�twcc No 17-d So t f . o i & JAWr Rre4.0 Coo® F) NEW SHEET COMBINING tELEVATIONS, ZONE ELEVATI AND ANCHOR TABLES. -JR - C 04110/17 04 Y (� �I >_ z "aa 0 a O 0 L7 N 3 OJT urc W O o Z 0 W oa x w 7 �, a Uco � n �e W a F- w umoi � m JM0 O LU c J > w v to to to aS LL O O 00 ® - rn Y O F x L) - I z z w aroma Q H O O Q x O agrl rased sews N0.58705 A.Q 9 �.'w "7,, l0NAL,,,\\ A. LYNN MILLER, P.E. P.E.# 58705 TABLE 6- XX DOORS, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3ALUM 1 2 CONC LOAD ZONES 4 i 0 x i 0 w x X ' DOOR OR FRAME WIDTH MAX FRAME HEIGHT 47.75 79.75 83.75 87.75 91.75 95.75 4 3 4 2 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 51.75 79.75 83.75 87.75 91.75 95.75 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 6 4 4 3 55.75 79.75 83.75 87.75 91.75 95.75 5 4 4 2 5 4 4 2 5 4 4 2 6 4 4 3 1 3 69.75 79.75 83.75 87.75 91.75 95.75 5 5 4 2 5 5 4 2 6 5 4 3 6 5 4 3 6 5 4 3 63.75 79.75 83.75 87.75 91.75 95.75 5 5 4 2 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 67.75 79.75 83.75 87.75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 4 3 71.75 79.75 83.75 87.75 91.75 95.75 6 5 4 3 6 51 4 3 6 5 4 3 7 6 4 3 7 6 4 3 6" MAX. 2-1' MAX. O.C. ��_T 9" MAX. II 3 ►-- 71-3/4" MAX. DOOR FRAME WIDTH TYP. ELEVATION OF XX CONFIGURATION 95-3/4" MAX. FRAME HEIGHT HEAD ZONE "D" , M HEAD -+i ZONE'D" E R 3E 3 Elf � 3E 3 / \ 13.05" / \ / \ O.C. ¢ z / \ z z 91J/4' 8 Q \ / 13-1/4' \ I I �- 20-7/8" 6" MAX. SILL M'• IF SILL ZONED" ZONE'U" 63-3/4' LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure See Sheet 2, Table 1 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-114" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-71W MAX O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WITH GLASS TYPE A, 63-3/4"WIDE X 91-3/4' HIGH DOUBLE DOOR, ANCHOR TYPE 31NTO WOOD DESIGN PRESSURE =+75/-75 PSF, SEE EXAMPLE B. SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 6 ANCHORS @ EACH JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL @ SILL OSEE CIRCLED VALUES ON TABLE 6. X = DENOTES ANCHOR LOCATION. PRODUC f REVWAS is vlybQvia ft"mida bWNeFemde Amp ... C N9 E:p4ellee D�tc�T 2 SS�Z2, sbu t� �- d��kPny@eef cE r F) NEW SHEET COMBINING. ELEVATIONS, ZONE ELEVA.� .� AND ANCHOR TABLES. -JR- 04110/17 W > v o > "aa aW o O } r o C7 z 0 ¢ (n u) O M O_joo m nL Z W Z m _ UU E ® rc J /n ul 70 'UJ _ co r a V.-. H uMo.a 14 `JMO OW a J o Z o e8 LL O co �aays ®� o � = U H Z W J ao5 o LL F W 4 X '-- af71 'asa0 sauag .. CtCENgF'•.C�� ,* No.58705 ;ems �- >L; �so XN_ A. LYNN MILLER, P.E. P.E.B 58705 O SIDE LITE, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1 2 CONC LOAD ZONES m M < O 1 w J J V9l x O m O w J J N x O MAX. SIDE LNE FRAME WIDTH FRAME HEIGHT 10.75 79.75 63.75 87.75 91.75 95.75 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 12.75 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 19.00 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 21.75 79.75 83.75 87.75 01.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 5 2 4 2 5 2 4 2 27.75 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 36.13 79.75 83.75 87.76 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 36.75 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 17-718" MAX. O.C. MAX. � 3 13-1/4" MAX. 2 MAX. O.C.D/ 95-314" 8448" MAX. MAX. DLO FRAME HEIGHT F-F a 33-5/8" MAX. DLO B-B 36-3/4" MAX. IDE LITE FRAME WIDTH TYP. ELEVATION OF SINGLE SIDELITE, O NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. HEAD ZONE "E° m m w W z z 0 O N m m g SILL ZONE'E° �I LOAD ZONES FOR SINGLE SIDELITE, O 2) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE. 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1W MAX. FROM CORNERS AND 23-118" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 243/4' MAX. O.C. 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. Design Pressure See Sheet 2, Table 2 FROOOCrREvwAb as mmplyin wNY tle FToekft bm.Gn{Code Acctpiwecm No) -O5i1 -OI cmwmiw Onto 4J�aI�2� Rite Utdt F) NEW SHEET COMBINING: _ -°� ELEVATIONS, ZONE ELEVATIU. AND ANCHOR TABLES. - JR - 04110117 Y W ? W cl ❑ �g o S � ,100 (7 N i w o O-Jo LL n c Z W z S2< J ­00m0 H Z q F W J o :p• � lL O 0 ® rn ❑ 7aa4S � = H U Z LL Z w ales O 1L Ha- U � ❑ as ,a0 ca❑ ANY l N / ��'t`�.•' VLYNCENSF '• y �. gNo.I58705 '•:cZORIOP. S G\ �''t`7SONAL lEr,,'N A. LYNN MILLER P.E P.E.0 58705 xo & ox, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2.3. WOOD 3 ALUM 1,2, CONC LOAD ZONES m 6 W J as iME= 0 J5J J a x Z. X m O nuEa J o O Zj J a x m X SI^E LITE FRAME WIDTH OR FRAME WIDTH MAX HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 4 2 3 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 -4 2 2 4 4 2 4 6 4 2 2 4 12.75 27.50 79.75 83.75 87.75 91.75 95.75 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 6 4 2 2 4 4 1 2 4 6 4 2 3 4 19.D0 29.50 79.75 83.75 87.75 91.76 95.75 4 3 4 5 4 2 2 4 4 3 4 5 4 2 2 4 4 3 4 6 4 2 2 4 4 3 4 6 4 2 3 4 4 3 4 6 4 2 3 4 21.75 31.50 79.75 83.75 87.75 91.75 95.75 4 3 5 5 4 2 2 4 4 3 5 6 4 2 2 4 4 3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 5 3 5 1 7 4 2 3 4 27.75 33.50 79.75 83.75 87.75 91.75 95.75 5 3 5 6 4 2 2 4 5 .3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 6 3 5 7 4 3 3 4 6 3 6 7 4 3. 3 4 36.13 35.50 79.75 83.75 87.75 91.75 95.75 6 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 5 5 6 4 3 3 4 7 5 6 7 3 3 4 7 5 6 7 4 3 3 4 36.75 37.50 79.75 83.75 87.75 91.75 95.75 6 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 5 5 7 4 3 3 4 7 5 6 7 4 3 7 1 5 1 6 1 7 1 4 3 3 4 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 9• MAX. 20-7/e.MtAXD.C. -}-----►{ 6" MAX. Design Pressure 6„ MAX IF--- IAA 3 � 3 Reinforced: See Sheet 2, Tables 1 & 2 Unrelnfoloed: See Sheet 2, Tebiee 3 & 4 13-114' MAX. \ -T NOTES: \ SEE TABLES 1-4, ' 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE 23-1/8' MAX, O.C. \ \ \ / \ SHEET 2 FOR REINFORCEMENT REQUIREMENTS, DESCRIPTIONS. 2) DOORS MAY BE. LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS • FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4- MIN. O.C. 84318" MAX.FOR CMU) MAX. DLO / FRAME JAMBS (ALL1: 13-1/4' MAX. FROM CORNERS AND HEIGHT 23-1/8'MAX O.C. / / HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8' / E-E MAX. O.C. / 4 HEAD & SIL SIDE LITES; 6".MAX. FROM 24-9116" 33-5/8" CORNERS AND 24-314" MAX. O.C. Ij J-- - / / MAX. DLO MAX. DLO 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 13-1/4" MAX 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. A -A B-6 37-1/2" MAX. DOOR FRAME WIDTH 3 3 36-314" MAX. SIDE 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE LITE FRAME WIDTH ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. LITE FRAME WIDTH 73-1l2' MAX. DOOR +SIDE TYP. ELEVATION OF XO CONFIGURATION (OX SIMILAR) � HEAD MAX. 6 NE "-I HEAD ZONE 4 \ m w \ z z N ON �+- 20.7/8",6" 6" MAX. 9" MAX. 24314 SILLZONE"D" SILLZONE E LOAD ZONES FOR XO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE (OX SIMILAR) 7) SIDE LITE OVERLAPS DOOR BY 314" ONCE ASSEMBLED. A�-,tet4e )7 aSUtf•o�l EXAMPLE: [4t?sa$ is XO WITH GLASS TYPE B, 36" X 84" SINGLE DOOR WITH 36" X 84" WIDE SIDE LrfE, ANCHOR TYPE 3 INTO CONC. DOOR DESIGN PRESSURE = +75 / -75 PSF DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 4 ANCHORS @ DOORJAMB 3 ANCHORS @ DOOR PANEL @ HEAD 3 ANCHORS @ DOOR PANEL @ SILL 4 ANCHORS @ SIDE LITE JAMB 3 ANCHORS @ SIDE LITE @ HEAD 3 ANCHORS @ SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 8. X =DENOTES ANCHOR LOCATION. F) NEW SHEET COMBINING 3' -O ELEVATIONS, ZONE ELEVATI...:.- .� AND ANCHOR TABLES. -JR - p 04110/17 Y w z > 0 0 6 ') alo0 N g 0 o OJ cl) u1 0 O J C3 n� U (D w Z 0 ®Q J W �e umwQ UU coLLI 'oN C7 > T n J O Z w °6 LL O 0 0 7aa4S ® m O � � rD V Z LU LU H¢-• 0 O LL X . O w c O -J O An,l -,saa sala5 ```�11nvn17j7, LYNN '�•. ��_.• `iGENgF ������ �� Is i Fs �'-�ORIDA. •'' 1�� "',S'ONALIENG�. A. LYNN MILLER, P.E. P.E.# 58705 OXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2. 3' WOOD 3 ALUM '1,2, CONC LOAD ZONES m Q O W u� x O 4 ug x X ¢ , O W IS x O L IS x X MAX SIDE LITE FRAME VVIDTH MAX'X DOOR FRAME WIDTH FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 4 2 7' 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 12.75 27.50 79.75 83.75 87.75 91.75 95.75 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 5 4 2 7 4 2 5 19.00 29.50 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 4 2 3 4 3 8 4 2 5 4 3 8 4 2 5 4 3 8 4 2 5 21.75 31.50 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 4 2 5 4 3 8 4 2 5 5 3 8 4 2 5 5 3 1 101 4 1 2 1 5 27.75 33.50 79.75 83.75 87.75 91.75 95.75 5 3 1 8 1 4 1 2 3 5 1 3 8 4 2 5 5 3 8 4 2 5 6 3 10 4 3 5 6 3 10 4 3 5 36.13 35.50 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 4 8 4 3 5 7 5 8 4 3 5 7 5 10 4 3 5 7 5 10 4 3 5 36.75 37.50 79.75 83.75 87.75 91.75 95.75 6 4 1 8 4 3 5 MOA DETERMINED INDEPENDENTLY. 6" MAX. ~ 23-1/8" .MAX{. D.C. I 4 4 20-7/8" MAX. O.C. 6' MAX' s" MIA�x. 6' MAX. 3 I I 24-314" MAX. O.C. 13-1/4" MAX. / / / O " MAX. MAX. M \84318" MAK DLO ® FRAME HEIGHT / \ E� \ 4 33-5/8' MAX. OLD 24-9/le-\ MAX. DLO \ 36-3f4" MAX. SIDE 3 63 ' LITE FRAME WIDTH 37-112" MAX. DOOR FRAME WIDTH 109-112' MAX. DOOR + SIDE LITE FRAME WIDTH NOTES: TYP. ELEVATION OF OXO CONFIGURATION (NOTAVAILABLE WITH REINFORCEMENT) HEAD HEAD HEAD ZONE"E" ZONE"F' ZONE'E" m z N / / / m z N \ \ SILL 91LL SILL LOAD ZONES FOR OXO CONFIGURATION Design Pressure Relnforced: I WA - Unreinfarced: I See Sheet 2, Tables 3 & 4 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4' 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. HEAD & SILL OF SIDE UTES: 6" MAX. FROM CORNERS AND 243/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOP. ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 314" ONCE ASSEMBLED. PR0DBCr8EVWb ��11Qad wN4 O•e Fbeik irpace Nu I_ I EspyElp One Z Ma.ar I>''.+dr roducl Ce�M11 •- F) NEW SHEET COMBINING Si H ELEVATIONS, ZONE ELEVATI_::_ '' AND ANCHOR TABLES. -JR- m 04/10117 i co U w i N •d• O � 'nay ❑ O )- 1- 00 alu0 O v z J co o ¢ WLo <n o O OJo aF Z ZLLco c- W U s a J F 'w ,m nh10 uuwp ~o W J 1- v w o Z m � ❑ /7 LL O O )aay5 ® ❑ U Z y J Z a O w ¢ a,-s ILL t j U J � Q O ❑ alll '�sa0 sauas `s 11111111//// LYNN ,k Ngo.587705 *: O ' SXN t S70NAL 10'�`�� A. LYNN MILLER, P.E. P.E.# 58705 XXO & OXX, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1.2. GONG LOAD ZONES 'm < O J 2 rn x O Q m ¢ , X J co o J y 0 = m m5d. O ELI 1A x O G m ¢ J y o w J N ti MAX SIDE LITE FRAME WIDTH MAX 90f DOOR FRAME WIDTH ZMME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 96.75 4 2 1 4 3 6 4 2 4 2 1 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 1 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 1 6 1 4 1 7 4 2 4 3 5 19.00 55.75 79.75 83.75 87.75 91.75 95.75 4 3 5 4 7 4 2 4 2 3 4 3 5 4 7 1 4 2 4 2 3 4 3 5 4 7 4 2 4 2 3 4 3 6 4 7 4 2 4 3 5 4 3. 6 .4 8 4 2 4 3 5 21.75 59.75 79.75 83.75 B7.75 91.75 95.75 4 3 5 5 B 4 2 4 2 3 4 3 5 5 B 4 2 4 2 3 4 3 6 5 B 4 2 4 3 5 5 3 6 5 B 4 2 4 3 5 5 1 3 6 5 8 4 2 4 3 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 5 5 8 4 2 4 2 3 5 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4 2 4 3 5 6 3 6 5 8 4 3 .4 3 5 6 3 7 6 101 4 3 4 3 5 36.13 67.75 79.75 83.75 87.75 91.75 95.75 6 4 6 5 8 1 4 3 4 3 5 6 4 6 5 8 4 3 4 3 5 7 5 6 5 B 4 3 4 3 5 7 5 7 6 10 4 3 4 1 3 5 7 5 7 6 10 4 3 4 3 5 36.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4 6 5 8 4 3 4 3 5 6 4 6 5 9 4 3 4 3 5 7 5 6 5 9 4 3 4 3 5 7 5 7 6 10 4 3 4 3 5 7 5 7 6 10 4 3 4 3 5 DETERMINED INDEPENDENTLY. 9" MAX. 20-716" MAX. O.C. -i 6" MAX. 9" MAX. 24314' MAX. O.C. A -A B-B 3 i 23-1/8' MAX}. D.C. I 6" MAX. / \ Lj 23.118" / \ SEE TABLES 1-4, SHEET FOR MAX. DLO REINFORCEMENT / \ REQUIREMENTS. 95-, MA 9 FRA \ / HER / 4 24-8/16\ / 33.5/8' MAX. DLO\ / MAX. DLO Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unreinforced: See Sheet 2, Tables 3 & 4 f4" C OE HT I I I I CA -A I I B43 I I 3 3 36-3/4" MAX. _ 71-3/4" MAX. DOOR FRAME WIDTH SIDE LITE FRAME WIDTH 107-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH GURATI TYP. ELEVATION OF XXO CONFI ON NOTES: (OXX SIMILAR) ZONED"� ZONE�F' ZO�E'� w / \ z 1 � SILL LOAD ZONES FOR XXO CONFIGURATION (OXX SIMILAR) 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C_ FOR CMU): JAMBS (ALL): 13-1/4' MAX FROM CORNERS AND 23-1/8' MAX. O.C. HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-716' MAX. O.C. HEAD & SILL OF SIDE LITES: 6' MAX. FROM CORNERS AND 243/4' MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4' ONCE ASSEMBLED. PRODUCrRE.VMW as ompwn with the 57ee A Aaepsueee Ne 1 -o Z q. 0 I sapirsh. pem ci 1�2 4 15r...r- I PAW PM4A Mudad C.Wd NEW SHEET COMBINING: i w ELEVATIONS, ZONE ELEVAT�• ; 1,11') ' AND ANCHOR TABLES.-JR- 04/10/17 i Y O LU W o O � v' i aloa 0C4cn D O J o IL z o z U 000 LU Z 5 6 I.- W uxa,p .aN JM0 W ^ r J o Z o LU to V) 08 LL O � N N O J 1aa45 � � Q U z LLI x0 aluas o of x O w < 4 �0x X ' and asap sapag `1t,1111 r111/7T (jNY LYNN � LICENSE'• ���� * No.58705 ' 0,, 6TA E D A. LYNN MILLER P.E. P.E.# 68705 MID, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3. WOOD 3 ALUM 1 2 CONC LOAD ZONES m o J _ h ¢ O J N s ul X m O J J m o o JJ J o u� X MAX SIDE LITE FRAME WIDTH MAX W DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 1 6 1 4 1 2 1 3 4 2 71 4 1 2 1 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 12.75 51.75 79.75 83.75 87.76 91.75 95.75 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 5 19.00 65.75 79.75 83.75 87.75 91.75 95.75 4 3 7 4 2 3 4 3 7 4 2 3 4 3 7 4 2 3 4 3 7 4 2 5 4 3 6 4 2 5 21.75 59.75 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 4 2 3 4 3 8 4 2 5 5 3 8 4 2 5 5 3 8 4 2 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3" 8 4 2 3 5 3 8 4 2 5 5 3 8 4 2 5 6 318 4 3 5 fi 3 10 4 3 5 36.13 67.75 79.75 $3.75 87.75 91'75 95.75 6 4 8 1 4 3 5 6 4 81 4 3 5 7 5 8 4 3 5 7 5 10 4 3 5 7 5 10 4 3 5 36.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 4, 9 4 3 5 7 519 4 3 5 7 5 10 4 1,3, 7 1 5 110 4 0 3 1 5 ANCHOR QUANTITIES FOR THE DOOR AND SID�LIITE TO BE DETERMINED INDEPENDENTLY. 20-7/8" MAX. O.C. 9" MAX. 9" MAX. MAX. 6MAX. �e MAX. I I 243l4' MAX. O.C. B-B 3 i i i 3 i i i r i 23-1/8" MAX-7. D.C. I 6°I EE 4 I / / / \ \ \ I SEE TABLES 1-4, SHEET2 FOR REINFORCEMENT REQUIREMENTS. 95 MF FRp 84-318° MAX. DLO HEI( \ C4; /E_E _ - \ 4 / 4 24-9/16\ / 33-518" MAX. DLO' / MAX. DLO \ / AL I I I I I I I A -A I I 1 63 3 36-314' MAX. SIDE 71-3/4" MAX. DOOR FRAME WIDTH LITE FRAME WIDTH 143-3/4' MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXXO CONFIGURATION ZONE "E" ZONE "F" ZONE'F" �- ZONE "E"---1 23-1/8" / \ / / \ \ m . m z / / \ \ w O N m tAX*IIt I MAX. SILL ZOILL � I 111^^^--- 26'7/8" SILL ZONE "F" MAX. 6"MAX. SILL - �� 24-3/4' SILL ZONE °E° LOAD ZONES FOR OXXO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure Relnforced: See Sheet 2, Tables 1 & 2 Unreinforced: See Sheet 2, Tables 3 8 4 NOTES: 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. f4+ 2) DOORS MAY BE LEFT OR RIGHT-HANDED. NE 3) ANCHOR QUANTITIES ARE BASED ON HT SPACING AS FOLLOWS (4" MIN. O:C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6' MAX. FROM CORNERS AND 24-314" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. - EXAMPLE: OXXO WITH GLASS TYPE B. 71-3/4" WIDE X 95-3/4' HIGH DOUBLE DOOR WITH (2) 36-314" X 95.3/4" SIDE UTES, ANCHOR TYPE 2INTO CONCRETE, DESIGN PRESSURE = +34 / -34 PSF, SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 11: 4 ANCHORS @ EACH SIDE LITE JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL @ SILL 3 ANCHORS EACH SIDE LITE @ HEAD 3 ANCHORS EACH SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 11 X = DENOTES ANCHOR LOCATION. /ROBUCat1EVIM na�iay wild Un FToe6ii A.paaue. (-0 Sb - 01 fitrLatlr Date�'�2 a� ,d lbabr aKc Caehd F) NEW SHEET COMBINING 1= ELEVATIONS, ZONE ELEVAT ' AND ANCHOR TABLES. -JR- 04/10/17 W z Y @ cq > o .Aad �p ao o N p lu ala0 (� N rs1 OJ co a cn o 0, 0 Z Z LL W U(Wjd I-- Z •{ cs J V JMO v LU rn O .6 M Of O ""S W � � = U Z Qr alo�S O LL W F 0 K 0 v � Ly Q O a111 'asap saua5 No. 58705Z _ � • ��j F T : • �il�; Sf 7 f NAIII I L 1EtJ ♦`�♦ A. LYNN MILLER, P.E. P.E.# 68705 EDGE SEE TABLE DISTANCE A. SHEET 1X WOOD EMBEDMENT BUCK, NOTE 1 - EDGE DISTANCE �+-- SEE TABLE /-A, SHEET '— 114" MAX. SHIM 1/4" MAX. SHIM 1/4" MAX. SHIM PRODUCPREVF m SEE TABLE SEE TABLE wroptyla� who Q1acE1� A. SHEET 1 A. SHEET 1 1f°'re Ce8' AcappnttPM E�B1mdM Dete 7 a,� DOOR HEAD (WOOD) DOOR HEAD (CONC) DOOR HEAD (ALUMINUM) ns4wpWr pmd.0cou" l EMBEDMENT— EMBEDMENT F)CLARIFIED DETAILS,ADD1 1W MAX. SHIM 1/4'MAX.SHIM 1 1/4'MAX. SHIM „ ALUMINUM. -JR-04/1N17 EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE Itq Iplilitdlp- IC5a Y 0 STAGGERED STAGGERED STAGGERED m N ANCHORS ANCHORS t '� . SEE TABLE ANCHORS N i aloe O DLo A, SHEET 1 OO a to 0 OLLo �� W 2X WOOD 1X WOOD SEE TABLE U U ®E to a .- BUCK, NOTE 1 BUCK, NOTE 1 A, SHEET 1 Ill _ a0 z W °.WN ~O ^ �JMp DOORJAMB(WOOD) DOOR JAMB (CONC) DOOR JAMB (ALUMINUM) o > o o to 0 co J_ SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A. SHEET 1 0 ® � O W 1aa45 1f4' MAX. SHIM �1/4" MAX 114" MAX. SHIM x 0 J Z W H ato°5 SEE TABLE _t>; ... .`I SEE TABLE o co SHEET 1 A, SHEET '.���, ��• . � A, , EMBEDMENT EMBEDMENT w O o 00 2X WOOD EDGE DISTANCE aitl°sap saya5 I� EDGE DISTANCE BUCK, NOTE 1 EDGE DISTANCE \\` DOOR SILL (WOOD) DOOR SILL (GONG) DOOR SILL (ALUMINUM) aNY LYN_N%, � •��.•' 1GEN ��C No.58705 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" 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). �i` 1 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 Fro DP.• G�` LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 301t FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT ONAL AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. e7EXTERIOR INTERIOR T1�a 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) A L EN 587055 P.E.p SEE TABLE EDGE DISTANCE 2X WOOD EDGE DISTANCE A, SHEET 1 EDGE DISTANCE BUCK, NOTE EMBEDMENT SEE TABLE A, SHEET 1 o b EMBEDMENT I G o •" 1X WOOD BUCK, ►--114" MAX SHIM 1/4" MAX. SHIM NOTE 1 14" MAX. SHIM [A,SHEET1 17[ M,.-A,SHEET1 SEE TABLE SEE TABLE BLE raosucsagve�D dy{�R{jy � R7a�s A, SHEET 1 lmLiogQ� I O ti • D ) Acttgo.No 7- y E:1JraeL�&ale Z 262Z SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) SIDE LITE HEAD (ALUMINUM) SEE TABLE c F) CLARIFIED DETAILS, ADDIo .� ALUMINUM. ---- EMBEDMENT _ EMBEDMENT A,SHEETI -JR-04/10/17 1/4" MAX. SHIM1/4" MAX. SHIM 114'MAX.SHISEE TABLE DISTANCE A, SHEET 1 JEDGE EDGE DISTANCE JEDGE DISTANCE i { Y C7 o � SEE TABLE } ^ E 1. i7' o aloa O O O SEE TABLE A, SHEET 1 r. A, SHEET 1 O N ? w � � O z C. o SEE TABLEE A,SHEETI A Z LL C) �� _j W BUCK, NOTE 1 1X WOOD BUCK, NOTE 1 = UJ ®. Z � H 70 �."'U SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) SIDE LITE JAMB (ALUMINUM) o > a w o rn J cf) LL O SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 w W to O O lzagc ® ° ❑ _ J co 114" MAX. SHIM 1/4" MAX. SHIM = f ~ W z 1X WOOD 0BUCK, ¢ Z W Z along NOTE 1 1/4' MAX. SHIM o LL W SEE TABLE 1— J , EMBEDMENT SEETABLE .. ..; A, SHEET 1 o J W © A, SHEET 1 .�''• "`. EMBEDMENT ¢ ❑ 2X WOOD EDGE DISTANCE I BUCK NOTE 1 .. .• I EDGE DISTANCE enu�sad sa ��H111rnr1j� SIDE LITE SILL (WOOD) �{—EDGE DISTANCE SIDE LITE SILL ALUMINUM ��.�`ONY �• • • � x �C�� SIDE LITE SILL (GONG) L1GENgF'• *.. N0.58705 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"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). Oq 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(ORIDP.• 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 ....... G '�iS1"NAl ' AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. EXTERIOR INTERIOR tl %,\ 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) A. LYE E 4MI� 05 P.E.