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HomeMy WebLinkAboutNOA - OUTSWING FRENCH DOORS.fit MIA1''i�'®AD�' MIAMI-DARE COUNTY PRODUCT CONTROL SECTION ! 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PG,T Industries, Inc. SCANN 107,0 Technology Drive 15J North Venice, FL 34275 BY SCOPE: @R Lucie Coung 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 proiduct 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 HurTrn. -ica Zone. DESCRIPTION: Series D 101` Aluminum Outswing French Doors w/wo Sidelites— L.M.I. i APPROVAL DOCUMENT: Drawing No. 11005--1 Rev G, titled "Alum. French Door & Sidelites, Impact'', sheets I 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 NPACT 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 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. I 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. I 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. INISPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 416-0629.17 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 I. Chanda, P.E. NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 Page I _j PGT Industries, Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals I 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 under file #16-0629.17) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBCJAS 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- 101122) 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 i 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 # 12-516.02/411-1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- ; 214 (5" Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. i QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. i Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 PG' Industries, Inc, i 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 "Safiex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file #15-0528.24) 1. Statement letter of conformance to FBC 2014(5th edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. 1.1005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. ' TESTS 1. None. C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC- 2014 (5T11 Edition) & 2017(6th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 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 I Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th edition), FBC 2017(6th edition) and letter of no financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises & renews NOA #16-0629.17, expiring 10/18/22. tSk0. ! Q� Ishaq L 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 FfL-4964, 5212 & 6864; ELCO ULTRACON & CRETEFLEX NOA'S 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. 3116" HS GLASS - 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE .090" PVB1 OR PVB2 REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE INTERLAYER UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF 1/8" 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 OPENINGS REQUIRED DESIGN PRESSURE FROM STEP 1. 72 r 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 PRODUCTAND 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. IF GLASS STACK DESIGN PRESSURE RATING IIMPACT RATING SEE TABLES 1 -4 ON SHEET 2 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE Min. Anchor Frame Min. Edge Embedment Group Anchor Type yp Member Substrate Distance or Metal Thickness 114" Elco UhraCon® All Concrete (m In. 2.85 ksl) 1.3/4" 1-3/8" 1 F =155 Hsi. F,; 177 ksl Jamb Hollow Block (ASTM C90) 1-314" 1-1/4" All Concrete (m In. 3.35 Hsi) 1-314" 1-3/4" 2 1/4" 41055 Elco CreteFlex® Jamb Hollow Block (ASTM CSO) 1-314" 1-114" All Southern Plne (SG = 0.55) 1" 1-3/8" F, =127.4 ksl, F�= 189.7 kSI 3, #175t9eCSM5'(Gr:,5f�t All Southern Pine (SG = 0.55) 9/16" 1.3/8" A8 '6063=T6-AlOminum9 3/8" 118" _IU-1 .r.__s=,,:�-� 1)ALL ANUHUK HtAU I TYtb AKt AI'I'LIUACLt. 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: o2017 FLORIDA BUILDING CODE (FBC), OTH EDITION 02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION OASTM El 30U-09 oANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION oALUMINUM DESIGN MANUAL, ADM-2015 -AISI S100-12 -AISC 360-10 _--►1 3116" HS GLASS .090" PVB1 OR PVB2 INTERLAYER 316" AN OR HS GLASS—\ 1/2" GLASS BITE aOR y� /8kAMI NW (GCASSeTYPEfA`(PVB1) GLASSxTYPEB=(PVB2)": ; 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 GLASSSTACK� 118" HS GLASS 1/4" AIR SPACE 3/16- TP GLASSY 1/2" GLASS BITE PRODUCPDEVM baatiaRQek AcceplsaecNc 17-6.5�`f. o gyQrrAtye Dale E 2 e21L Ae�dr Pr'id�t Oee8a6 1 i F) REORGANIZED SHEETS AND UPDATED TO FBC 2017, ADDED a TABLE A& ALUM. SUBSTRATE. - = JR-04110117 W > LO � a 6 N v OJ co a ZJ O LL. ^ = W H Z'T 8 oW n > > o z rn 3/16" HS GLASS .090" PVB1 OR PVB2 INTERLAYER I I �J/ O 1/ BASS I I U E1IMCR 7116" LAM[ NOM. IXiER1OR 13116" LAMI IG NOM. GLASS TYPE C, (PVB1), GLASS TYPE E GLASS TYPE D, (PVB2) PVB1 =.090" TROSIFOL@ PVB BY KURARAYAMERICA, INC. PVB2 = .090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. N X 17 o •Aab o O ,roo p 0 cA o Z J W ai xa W u-a oN ~JMO _I W CI (1) N LL ca O Ir 1¢ r O in 7aa45 0 in N F- U (9 Z ❑ W Z LL ¢ , W j O o Q Z ❑ \�.0��NY LYNNM/ 'C-10ENSF'•.z i * : gMATEFNo.58705 * - �O S�:•!(7�: f, 0NAL1E���. A. LYNN MILLER P.E. P.E.N 58705 DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH .. t^a FRAME HEIGHT K6'4e314" 7°-83314' 87314" 1 913/4" 1 8°-95314" 1=3°---37M12" Ba 71 3/4 75.01 -750 +76.0j -76.0 +76.0 -75.0 75.01 -75.0 75.0 -75.0 DESIGN PRESSURES FOR REINFORCED SIDE LITES GLASS TYPES FRAME WIDTH FRAME HEIGHT 68-79314" 7a-833/4" 1 873/4" 913/4" 8a-9534' 27 3W +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 A 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.8 -67.6 +64.2 -64.2 36 314" +75,0 -76.0 +74.9 -74.9 +70.4 -70.4 66.6 -66.6 +63.1 -63.1 S. C, D OR E 36 3/4" +75.0 -75 0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 .75.0 FOR MAX. SIZE5 OF COMBINED UNI I S. 5tt SHtt 15 1U-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 DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 68-793/4" 7°-833W 873W' 913/4" 8a-953/4" 2a 251/2" 4a 47 34' +58.6 [ -58.6 +65.4 -65.4 +52.41 -52.4 +49.8 ! -49.8 +47.4 -47.4 271/2" 513W +54.9 -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 1 -46.1 +43.8 € -43.8 +41.6 -41.6 25 31 V2" 5' 69 314' +49.0 -49.0 +46.2 -45.2 +43.6 j -43.6 41.4 -41.4 +39.3 -39.3 25 33112" 54 6331411 +43.1 -43.1 +43.1 -43.1 +41.6 1 -41.6 +39.3 -39.3 +37.3 -37.3 35112" 67 34' +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.51 -37.5 +35.6 35.6 30 37 V2" 160 71 3c4" +34.0 -34.0 +34.0 -34.0 +34.0 I -34.0 I +34.0 -34.0 +34.0 -34.0 TABLE 4- DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME WIDTH FRAME HEIGHT 68 - 79 3/4' 70 - 83 3/4' 87 314" 91 314" 8'- 95 3/4' 10 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 19" +72A -72.4 +6B.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 A, B, OREE D 21 314" +64.5 -64.5 +61.0 -61.0 +67.8 -57.8 +55.0 55.0 +52.4 52A 27 3/4" +52.9 52.9 +49.9 -49.9 +472 �7. +44.7 44.7 +42.6 -42.6 361/8" +35.2 35.2 +35.2 -35.2 +35.2 35.2 +35.2 -352 +34.4 34A 36 3/4" +34.0 34.0 +34.0 -34.0 +34.0 34.0 +34.0 34.0 +W 0 -34.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. 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 95-3/4' HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES DOOR DESIGN PRESSURE =+34 /-34 PSF SIDE LITE DESIGN PRESSURE = +341-34 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" LAM] IG (3/16" TP, 1/4" AIRSPACE, 118" HS, .090 PVB, 3116" HS) PRODK P REVISM pseetspbigg wifi the Fbrift O) NO CHANGES THIS SHEET. - JR - 04/10/17 z w z - ` Y (D > o •- p yo�uu 'o E o ala0 O � O (D of w M a X to to C. 0 -1 OLLCD W Z UU d o x co X© w _ co r w ",.",a ---if JMO OW n>v -1 w to U) e8 a O 0= p N 7z s = V Z 0 Z w Of o 12 a ' w Z o U � � O aptl nsep ssua5 LYN At * No.58705 S S : Aw /0NAL te�,,. `` A. LYNN MILLER P.E. P.E.# 58705 INTERIOR SL SECT. B-B VERTICAL INTERIOR MAX. SIDE LITE FRAME HEIGHT CLEAR -COLORED SEALANT EXTERIOR INTERIOR Ea»ry l �►JL�� CORNER ASSEMBL AT HEAD/JAMB AT SILUJAMB PIMUC P REVOM oc wwoWkg with (bc Fie" Accept... N. 1 -O • Q I Ecpfr*io* Uefe Z' c G) NO CHANGES THIS SHEET. - JR - 04/10/17 W z Y Z o 3� gay a n � & 0 aloo p C7 cVv to 0 co arc co O O"Jo W Z LL. J W U a BQ W .00 W � oru o u J JMp t-- > LU to N U_ eti O m 0 Z laa4S F to U W Z W J L" U O J LE Q � � apt •osap salsa LYAUV •• Q:NP * No.59705 �NAL 1111 A. LYNN MILLER P.E P.E.A 68705 -" FRAME � meastdYtB wit �F7o't� o u. bmdi�eeaa AaquuxcNo { -O •0� ® E�riratlw Dete��2 o 0 —MAX.__I I_ OLD —I IXX' SECT. C-C DLO V-11 � G) NO CHANGES THIS SHEET. - 35 36 34 44 46 45 (5 J REINFORCEMENT„ JR-04/10/17 HORIZ. `/ NOT REQUIRED FOR STAND-ALONE'XX' DOORS. O MAX.'X' FRAME WIDTH 20 Z z52 o 3 nay 2 w O > o 'Ioa o (7 c� 7 u Io O (n p O -o a W REINFORCEMENT Z tL e INTERIOR = L' a rn � NOT REQUIRED FOR O O d ®� U) 5 STAND ALONE'X' F'L- Z u a F- 9,tio o DOORS. o f a W } oZ Q: co 0 h _MAXo _ I co u- DLO ` 'X' SECT. D-D ¢ z 46 21 rJ HORIZ. EXTERIOR ®� Q ° hays SPACING, SAME AS 3/4" U (n z JAMB ANCHOR SPACING 67 REINFORCEMENT a W a (SEE SHEETS T. 8 AND 9) MAX. SL FRAME WIDTH MAX. SL FRAME WIDTH NOT REQUIRED FOR ° of D- O STAND-ALONE'O' F N SIDE LITES. NOTES: w 7 5 1) CLEAR OPENING FOR W AND'XX' DOORS AS FOLLOWS: U Q O pp WIDTH: LL 62 7P DOORS =DOOR FRAME WIDTH -5.545 api1 rosa0 sa ag 'XX' DOOR = DOOR FRAME WIDTH / 2-4.079 HEIGHT: DOOR FRAME HEIGHT -3.259" � �Q.oc •,,. EN se 2) SIOE LITES OVERLAP W AND 70C' DOORS BY 314" WHEN Q- .• '.tn� ASSEMBLED TO MAKE 'XO','OX•,'OXO''XXO','OXX' AND'OXXO' Z NO. 58705 ' CONFIGURATIONSR :OLJ. ^7 �. --MAX I— MAX 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR THIS SHEET 22 ,DLO DLO +{ SHEET 2AND E ITEM 22 ISLITE INATIONS FROM TABLES 1 AND Z SEE NOTE 3,NOTREQUIRED WITH COMBINATIONS '�0 •• TES <(/� FROM TABLES 3 AND 4, SHEET 2, OR WITH STAND-ALONE'O', �` '••, �ORID? 62 SL SECT. E-E 62 66 SL SECT. F-F xaxX'CONFIGURATIONSFROMTABLESIAND2. �'�:SS/ONAI 00G"' HORIZ. (DOOR W/ SIDE LITE) HORIZ. (SINGLE SIDE LITE) �1""j11 A. LYNN MILLER P.E. P.E.# 58705 SILICONE STRUCTURAL.1/4"NOM. POLYISOBUTYLEN938 WITH DESICCANT 80 KODISPACE 4SG TPS INT. GLASS STRUCTURAL HOT -MELT BUM SILICONE 49 FOAM 3116" NOM. WITH DeslccaNT SUPER26 EXT.GLASS 01 SPACER®NXTTM' INT. GLASS ALUMINUM REINFORCEMENT 5/16" NOM, BUTYL & DESICCANT FOAM FXT.GIASs ODURASEAL� SPACER INT. GLASS POLYISO- DESICCANT FILL AREA BUTYSEENAL 5116" NOM. - SILICONE SEAL ROLL -FORMED 1 STAINLESS STEEL TM XL EDGE 83 SPACER EXT. GLASS INT. GLASS Part# Detxnpll0n Material REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 ACTIVES DOOR PANEL LOCK�'c�F STILE 0 0 '� Q54 ° O 10 0 DWG# PGTR DESCRIPTION 943B BD411 FRAME HEAD 1010 6Q300 WSTP.,Q4-ON.190 X.375 HIGH 7W0 97070K BULB WEATHERSTRIP.187X.300HIGH 955 7955X FLUSHBOLTSTRIKEPLA7E E 7938X 2 PT. LOCK STRKEPLATE 956 7956A FRAME HEAD STTOKEPLAIE BACKING PLATEEXT.GLASS 7832X12FP)P R9-32X.500 PH. FL. MS-S.S. WISIUCONE PATCH995 70995 GASKET ETWEENTHRESHOLD&FRAMEJAMB 996 7D996 GASKET(BETWEEN HEAD & FRAME JAMB) PROBUC f RENTS20 a.= aplyft""it LLgF79 w bW^g eo& A.gA-K N® ( - b • U I Ev"alda�u4te 4194127 ^'T-�— _ a�Cl 10 1957A 6533016 FILLER HEAD ADAPTER 11 11DD0 611000M OUTSWING THRESHOLD 12 1670 671670 WSTP, .350 RD FOAM FILLTSLOT MSBURY#32011 13 11004A 6110D4M OUTSWING THRESHOLD CHANNEL COVER 14 11001A 411001A ACETAL SPACER.065 THRESHOLD, OPTIONAL 15 11002A 411002A ACETAL SPACER .095 ® THRESHOLD, OPTIONAL 16 11003A 411003A ACETAL SPACER.140 THRESHOLD, OPTIONAL 20 OISD 90380 FRAME JAMB OUTSWWG) 21 1010 60300 WSIP.A-LON .190 X.315 F8GH 22 $608 6660814 REINFORCEMENT, 1.000 X2.750X0.650, 6051-TS 23 11140 78X112PSATS 98 X 1.5W PH SO A TIS 24 1048 71048 JAMB SCREW COVER CAP ) NO CHANGES THIS SHEET.-JR -04/10117 25 930 41721N STRIKEPLA7EINSERT 1118 710X34PFA #IOX.750PH. R-.SMS 27 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 30 910D 6910 DOOR PANEL TOP &BOTTOM RAIL m W w 3 } n w 'o (% N i h 0 co a p LL O s = LLI � ®a�I U U W — 4p tr 3 F-• Z'T O O W �. o> o Z v U .� o a C0 � � FW,- J o Tn OO p W LL Q a111 O ICD W 1n1°'0 J Fa-• Ul p W N p Z 4 O OD '°sa0 •nay 31 911E 6911 DOOR PANEL SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL. SMS 34 913A 60378M TRUSS CLAMP '- 'oN JMO 35 1130 6TRODA &164BTHREAOEDROD 36 990 7990NUrA 5116-18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT N8 X.75 PH. FL. TEK 39 997 70997 GASKET BETWEEN PANEL HEADISILLB PANEL STILES 40 1023 679240 WSTP., .167 X.250 HIGH, FINSEAL 41 928 41720 SUOE BOLT ASSY. INACTIVE PANEL ONLY 42 1145 TW2FPAW R8 X.500 PH FL SMS TYPE BIDS 43 1212 7P30GG SLLLDUSTPLUG INACTIVE PNL) 44 983D 69W DOOR 'PANEOUTSWING 45 984B 6984 DOOR PANEL ASTRAGAL 2(Ol7TSWING LL O M p saua5 46 1213 602D0K WSTP.,O-LON.190X.200HIGH 47 929 74UBLOK LOCK SUPPORT ABBY.(41707841708) 40 1139 7634F #0 X.750 PH. FL SMS ® rn < o W 49 982 FD2PTAY 2PT. LOCK ASSY. 50 6Ri60FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT CMVE PANEL) u 951 7FRSPX DEAOBOLTSTRIKE PLATE 53 1118 710)L34PFA #10 X.750 PH FL SMS 957 70997X HANDLE STRIKE PLATE55 1118 710X34PFA #10 X.750 PH FL SMS 60 920D 69200 SIDELITE HEADER 61 D21D 6221 SIDELITE SILL 62 9168 60381 SIDELITE JAMB 63 1155 7e1PQA 98 X1.D00 QUAD PN. SMS 64 998 7998 HEAD GASKETS(STOCKING#70998 65 999 7999 SILL GASKETS STOCKING tI70899 65 934A 61841M SIDELITE JAMB ADAPTER 67 R12 X 1.000 SHEET METAL SCREW ` Y N Pc1:.-' \,\CENSF'• /�C� _ •••'f% _ * : NO, 58705 --D95 •p -97 �Q��, �T F ••��7� �iC�1S "•R,�ORIDP-.G\��� �is�ONAL A. LYNN MILLER P.E. P.E.# 58705 M 712653K SETTLING BLOCK, 3'3Y' X 114" X 1" W/PSA 71 71267K SETRNG BLOCK, 1/16' X 1IY X1' WIPSA 72 227A 64222 BEAD, 7115" 73 988 6988 BEAD, 3/8- 74 988 IS BEAD 92 986 54986 INTERIOR 93 1224 6TP247 D. BLOB, THICK (USED O4 EXTRUDED BEAD) 94 GLAZNG SILICONE, DOW 899 OR 983 95 GLASS,316"LAMI-118"A.90PVB,3/16'HS GLASS, 318" LAMI -1/9" HS, .DO PVB, 3116" HS GLASS, Ille'LAMI-3/1BA..90PVB,3/16^HS W GLASS, 7/16' IAMI -3/16° HS, .90 PVB, 3116' HS 102 110DOA 41106A ACETALSPACER.295(MTHRESHOLD, OPTIONAL OFF -THE SHELF DE— BOLT CAS M N 7/ 104 ITEMS USED oFF rHE # 17-19, AND ARE SHELF 28, 29, 56-59, NOT PART HAI�IDLE/LATCH103 EMBLY 6RTH OW, GR3 STEEL 68, 69, 75-79, 84-91 & 99-101 ARE NOT OF THIS APPROVAL BO KOmme#ing 4SG TPS Spaces System 81 Ouenex Super Spacer nXr wdh Hot Melt 8u1Y1 See this 82 Ouane7. Duraseal 1.750 .062 4.000 1.750 4.100 .062 DOOR PANEL DOOR PANEL 30 TOP & BOTTOM RAIL 31 SIDE RAIL 6063-T5 6063-T5 3.111 .550 1.400 .050 I LFILLER HEAD ADAPTER 1 Q 6063-T6 }T r- 3.000 - 1.272 1.479 050 FRAME HEAD 6063-T6 O5. .079 1.489 .469 3.000� 11 OUTSWING THRESHOLD 6063-T6 1.750 4.100 .062 4.675 DOOR PANEL 44 INTERIOR ASTRAGAL 6063-T5 1.500 .125 -1 1 ,805 760 L 050 .683 , TRUSS CLAP 3116" GLAZING BEAD 34 6063-T5 74 6063-T5 - 3.100 5.459 6.085 60 SLHEADER 6063-T6 L 3.100 1 750 .002 4.100 4.675 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063-T5 i �-.363 .693 F.050 5/8" GLAZING BEAD 76 6063-T5 61 SLSILL 6063-T6 5.212 16 1- 1.480 -1 3.000 .050 20 DOORFRAME JAMB 6063-T6 1.578 -� .BBO�- 050 3.000 (§60 JAMB 63-T6 .050 1.6120 L .250--� � - 37 WEATHER STRIP CHANNEL 6063-T5 0.375 2.125 E.125 32 HINGE 6063-T5 L �- . r -.172 ' 050 .683 1.092 --- 74 IG GLAZING BEAD 6063-T5 .504-- I �- I m - 6 OUTSWING THRESHOLD 13 CHANNEL COVER 6063-T6 2.980 050 �2.750 1.000 SLJAMB 66 ADAPTER 850� 125 22 TUBE MULL 6063-TG 6063-T5 MtODOC f UMS Law.plyl.g nilk the "whh nN.g am Aceepteaee Ne I 0 O 1 Frpka b. Mm Z b F) NO CHANGES THIS SHEET. -JR -04110117 W i Z o w O � >- n aloe O CON = M u �a G f7J to O O o a" :E W ZLL co UUoW F02 :¢ Z � � -j C6 W f � Xp umw0 'N pM0 o W .-. . a J W 0 Z � V 0 to aJ LL O O 7aaVS m ®� 0 = U Z u jj� Z O O LL to , O J Q W LL LL apt 'osap saNaS * : No. 56705 "',is;0NAL I0,1" A. LYNN MILLER P.E. P.E.# 59705 D m m z a o m O z p A myRa n m 0°y0 -f AO p m m> < 1 z o F z m J m= o-j m z Cn p ° 3 ai OTjy '� z v Ow \ ? m3y A y ;u Zs z z �Oy g v o/°m OpOm m a x / \ Om N Amy P x CD O m OuO •v m O m ,1°j y O w A m 9 a Ng� m I ,� -^I o- n mmF 'T sy o z$ cn fA ID m T a 2 m Ap mvp3Z O n K O ° n ° n O° m Z z IT,A N m z 4 z JAMB ZONE °A' —} o cn I m O p �v / 0 r ° m p v z zy / \ zm o f11 mF / ma 0 CD JAMB ZONE "A° O m y 7 N N O 0) T AJ _ m 1070 TECHNOLOGY DRIVE Revision 2 z m z � `.��j0,..•- .141, N. VENICE, FL 34275 yz>z (941)-480-1600 = mz I. �•'.-< ® CCPYRIGHT02017 PGT INDUSTRIES, INC. z x Am a g = Z n' r _ D CERT. OF AUTH. #Z9296 ALL RIGHTS RESERVED -I N D p p ALUM. FRENCH DOOR 8 SIDE LITES, LM & 04l04/12 _ ' ' r ' y� PTO;'= -' mzo N m z X DETAILS em JENS ROSOWSKI in `z N 'Y i�i�'�RI LI* 1````�� m'N11 D-101 I NTS N 7 OF 15 oz° 11005-1 G (n �mz O o y m� r can m � ,rmi mI cmil � � ^� '��i 'e m m m —1 •�Ni � •�Wi � m� '�Ji •�Wi � � � � � m m —� � m� m m � � � � N N N N� � � �� N N N N N � N N N N N � N N N N N � N N N N N � —Wi N N N N N N N N N N � m �1 V V m a) V V d) m T V V m m OI V T W O1 N 01 m 0 N N W 01 N N N a1 N N N N X-JAMB"A" w W N O NO W W W W W W W W W W W W W W W N N N N N N N N N N N N N N N N N N N N X- HEADISI LL "C' 0 NN 3� � in � A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A X-JAMB"A° m iv N y W W W W W W W W W W 41 W W W W N N N N N N N N N N N N N N N N N N N N X- HEADfSILL'C' � XX DOORS, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1,2 CONC LOAD ZONES S w x x o K DOOR FMAX RAME 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 6 4 4 3 59.75 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 1 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 5 4 3 6 5 4 3 7 6 4 3 7 6 4 3 f�-�-i 20-7/8'MAX. O.C. MA I I I 71314" MAX. DOOR FRAME WIDTH TYP. ELEVATION OF XX CONFIGURATION HEAD �ZONE 'D" ,MOB HEAD ZONED" / \ 13.05" / \ O.C. W / z \ z n0l 913/4- m \ / 13-1/4' \i I �-- 20-718" 9" I 6' MAX. SILL MAX. SILL ZONED" ZONE'0" 63-314' LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE 4" 1E iT 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 20-7/8' MAX O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WITH GLASS TYPE A, 63.3/4" WIDE X 913/4' HIGH DOUBLE DOOR, ANCHOR TYPE 31NTO WOOD DESIGN PRESSURE = -751-75 PSF, SEE EXAMPLE 6. SHEET 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. PRODUCf REVISED e+o.ptwkY rir FbRidR keldieg cede A,.W... c Na 17'Oj�4.O I F) NEW SHEETCOMBINING SIZE ELEVATIONS. ZONE ELEVATIONS m AND ANCHOR TABLES. -JR- 04/10117 W z C9 > U) ^aa It o 17 a o p 0 } LO o ajOQ O (7 v CDr1 arc G7 0 Oro ° Z Lu Z LL e3 c J ULLY L)d W OW rc J JMO t- a � Z D) LL ot1 O O laa4S ® 0 C) H Z F Z Q W J o a LU Q X LYN/V * N0.58705 0, 's`,, 0NAL1ENG��\ A. LYNN MILLER, P.E. P.EJI 58705 TABLE 7: O SIDE LITE, ALL GLASS TYPES ANCHORTYPE 8 SUBSTRATE 2, 3, WOOD 3 ALUM 1 2 GONG LOAD ZONES O iu -.1 e99! I Ili x 1 O m > O iu J J 9N9_ ul x O MAX SIDE E FRAME WIDT}i MAYm FRAME HEIGHT 10.75 79.75R41 83.751 87.75 91.751 95.751 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 1 2 4 2 4 2 4 2 4 2 4 2 4 2 21.75 79.75 83.75 87.75 91.75 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 91.76 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 1 2 6 2 4 2 36.13 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 36.76 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 4 3 U73 4 3 4 3 17-7/8" MAX. O.C. 6 B-B MAX. 3 23.1/6' MAX. O.C. F-F 4 13-1/4" MAX. 95: 8"6" M/ MAX.DLO FR/ HEN 33-5/8" MAX. DLO B-B 38-3/4" MAX. IDE LITE-FRAME WIDTH TYP. ELEVATION OF SINGLE SIDELITE. O 14" C JE HT m m w W z z O „Oj N m SILL -I ZONE "E" -I LOAD ZONES FOR SINGLE SIDELITE. O NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) 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 8. SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 243/4" MAX. O.C. 3) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. Design Pressure See Shea[ 2, Table 2 Fi10DUC f REVIfiW w o mplyle fi wttb se F7arlift tkun e.& Arctplante No) -a5D •OI EatJr+aWo Mte 4 7 12,L Illiael;.Andt " F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS ' AND ANCHOR TABLES. -JR- 04/10117 '- Y f.9 W i > = W o ay � ❑ �0 o oleo O (9 N z w A Df UO ,O n O -J oo u- tq Z W CD Z _n J M f- Z �< ~ HMO W o S2 to 08 IL O laa4S ® 0 ❑ N (n U Z W J 0 LLL F- U 0 ? ❑ O ❑ alll 'crap sa�iaS No. 587,05 ,n !V 10NAL IEkxl\ A. LYNN MILLER P.E P.E.& 58705 XO & OX, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2 3, WOOD 3ALU.F 1,2, CONC LOAD ZONES m I O w J w x O W x a •a - x - m m O w J J rn o O JbJ J w a X Q m x MAX SIDE LITE FRAME WIDTH MAXx DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 4 2 1 3 1 5 1 4 2 1 2 1 4 4 1 2 1 4 1 5 1 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 83.76 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 19.00 29.50 79.75 63.75 137.75 91.75 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 1 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 7 4 2 3 4 27.75 33.50 79.75 83.76 87.75 91.75 95.75 5 3 5 6 4 1 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 1 4 6 3 1 6 1 7 4 3 3 1 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 1 4 7' 5 1 6 7 4 3 7 1 5 1 6 7 4 3 3 4 ANGHUK UUAn I I I lta r V n I ne uUurc Hnu awe u I e I v ce DETERMINED INDEPENDENTLY. 9' MAX. Zane• MAx. O.C. � � s• MAX. 6° MAX. 3 3 13-1 /4' MAX. \ -T SEE TABLES 14, \ SHEET2 FOR 23-1/8' REINFORCEMENT MAX. O.C. \ REQUIREMENTS. ® \ / \ 95-3/4' 84318" MAX. MAX. DLO / FRAME / HEIGHT / I / E-E / 4 I 24-9/16'633.518'MAX. DLOLO13-1/4"MAX. 36-314" MAX. SIDE 37-1/2" MAX. DOOR LITE FRAME WIDTH FRAME WIDTH 73-12' MAX. DOOR 4 SIDE LITE FRAME WIDTH TYP. ELEVATION OF XO CONFIGURATION (OX SIMILAR) HEADZONE"D' HEAD ZOO 9' MAX. r-j- Q \ m W \ z Z O N M / a / / I-- 20-7/8" I _ - -. 6" MAX. {-SILL ZONE "D"-4-SILL ZONE "E" LOAD ZONES FOR XO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE (OX SIMILAR) Design Pressure Rein(otced: See Sheet 2, Tebies 1 d Unmin(orced: See 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 23-1/8" 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 24-3(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 L% ARE NOT AVAILABLE N1TH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. ta;.?ia�c�c-tom kl- V.4maeir ` e tee!7-oSU V• oil EXAMPLE: u'ts-4 �s-(tiLr; XO WITH GLASS TYPE B, 36" X 84" SINGLE DOOR WITH 36' X 84" WIDE SIDE LITE, ANCHOR TYPE 31NTO 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 SIZE n ELEVATIONS,ZONE ELEVATIONS ' AND ANCHOR TABLES. -JR - 0411D/17 (0 z - o C3 o LO o�oa 00 1.4 21 l o 0 ,- G co -1 O w Z Lu 2 LL7 0 LI U o ®� lt) B L i < I- W 2 lil E umw0 'oN `JMO O , . J w U) °a LL D 0 o ® p r-ys (n V Fa Z LU W LL O LL X O I o l Q LYNNr'''.. _ * N..58705 Is1, ipe ZONAl1EN 1111 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 N uQl x O (y J rn ul x X m ¢ , O W J rn x O .ItJJ. J w x X MAX SIDE LITE FRAME WIDTH MAX DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.76 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 10 4 2 5 27.75 33.50 79.75 83.75 87.75 91.75 95.75 5 3 8 4 2 3 5 3 8 4 2 5 5 1 3 8 4 2 5 6 1 3 10 4 3 5 6� 3 10 4 3 5 36.13 36.50 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 8 4 3 5 6 4 8 4 3 5 7 5 10 4 3 5 7 5 10 4 3 5 7 5 10 4 3 5 DETERMINED INDEPENDENTLY. 20-718" MAX. O.C. 6"MAX. 8" MAX. 0' MAX. 24-314' MAX. O. 6" C. A -A B-B MAX. 3 13-1/4" MAX. / 23-1/8" / MAX. O.C. / / 95.3/4" MAX. 84318" O FRAME MAX. DLO HEIGHT ¢ \ 4 33-5/8" 249/16\ MAX. DLO MAX. DLO \ �313-/4" MAX. SIDE 3 3 LITE FRAME WIDTH 37-10 MAX. DOOR FRAME WIDTH 109-10 MAX. DOOR * SIDE LITE FRAME WIDTH NOTES: TYP. ELEVATION OF OXO CONFIGURATION (NOTAVAILABLE WITH REINFORCEMENT) I HEAD i HEAD HEAD ZONE "E' ZONE "F" ZONE .1 / m LLJ / m w N c // N m \ \ SILL 31LL SILL LOAD ZONES FOR OXO CONFIGURATION Design Pressure Reinforced: I WA Unreinforced: 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 LITES: 6' MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 6) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14&15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 314' ONCE ASSEMBLED. PROBIIC raEvww mGIGWbWRb ok L:'e' Amppa°e No 1 -C `{•O 1 Eaplrel+u Ore 'Z... M+•au' Mdr rodgcCCe�Tor 1 F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS u AND ANCHOR TABLES. -JR- 04/10/17 CA 1 w >_ N o W . °y a } ti 0 a1°0 O O O a zy -to u ` m Z o O -j O I, U.1 z = w 11J z O < vi Hw- .°N 9 unp ~o LU !� _3S/A0 1` > w CD Z m V ❑ N LL O 00 ®$ N ❑ laays (n r O Z Q o LU J la ILL w w � o 0¢OIo `711111711 if// LYNN * No.58705 st S70NAL 1,,,,\ �. A. LYNN MILLER, P.E. P.E.# 587D5 XXO & OXX, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1.2. CONC LOAD ZONES ro ¢ O LU J m O Q rn C X J W o IL J N o w m O EU J w O ¢ m < iy I.J J rn o w J m ww MAX SIDE LITE FRAME WIDTH MAX 70P DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 4 3 6 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 4 2 5 4 7 4 2 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 96.75 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 j 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 6 4 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 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 79.76 83.75 87.75 91.75 95.75 4 3 5 5 8 4 2 4 2 3 4 3 5 5 8 4 2 4 2 3 4 3 6 5 e 4 2 4 3 5 5 3 6 5 B 4 2 4 3 5 5 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 10 4 3 4 3 5 36.13 67.75 79.75 B3.75 87.75 91.75 95.75 6 4 6 5 8 4 3 4 3 5 6 4 6 5 B 4 3 4 3 5 7 5 6 5 6 4 3 4 3 5 7 5 1 7 1 6 10 4 3 4 3 5 7 5 1 7 1 6 10 4 3 1 4 1 3 5 36.75 71.75 79.75 83.75 87.75 91.755 95.75 6 4 6 5 8 4 3 4 3 5 6 4 6 5 9 4 3 4 3 5 5 6 5 9 4 3 4 3 5 r7L r 6 10 4 3 4 3 5 5 7 6 101 4 3 4 3 5 DETERMINED INDEPENDENTLY. 20-718' MAX. O.0 6' MAX. 23-1/8" MAX. O.C. 4 9" MAX. 9" MAX. 24.314' MAX. O.C. A•A B-B 3 6"MAX. / \ Lj / \ SEE TABLES 1-4, 23-1/8' MAX. DLO SHEET 2 FOR REINFORCEMENT IT 95-3 / \ REQUIREMENTS. 8 / MA) FRAP \ ! HEIG ' BQ 310° MAX. / / 4 249/16\ j / 3358' MAX. / MAX. DLO 3 3 _ 38-3/4" MAX. 71-314" MAX. DOOR FRAME WIDTH SIDE LITE FRAI 107-314" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF XXO CONFIGURATION (OXX SIMILAR) ZONED' �ZONE�'F' I ZONE�E' w / \ w \ / t-mole n T�nuoL c- SILL � AIL "� I LOAD ZONES FOR XXO CONFIGURATION (OXX SIMILAR) NOTES Design Pressure Reinforced: I See Sheet 2, Tables 1 & 2 Unreintorced: I See Sheet 2, Tables 3.& 4 l" E IT IE WIDTH 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 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6' MAX. FROM CORNERS AND 24-3/4' 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. as--pwK with the nmids Au�psai Pip 1 -O . O I 8arlraale. Dare 1- r"wr f w i6ndad c"ftd SHEET COMBINING SIZE r ELEVATIONS, ZONE ELEVATIONS �F)NEW ' AND ANCHOR TABLES. - JR - 04110117 C4 y U' W z w O j 'naN It 0 0 0 O U.) � ,loa O 0 N z M � Q Lo CD a Oro ^ D- W Z to LU U a W LU uma�p •oN W r, J JMa C) 0 Z O 0 .�- co oD LL O N N O J laa4S ® 0 Q v1 # U F- LU Z x LLO jr O" It o w `ss)111111117//' * No.58705 t A. LYNN MILLER P.E. P.E.# 58705 OXXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1 2 CONC LOAD ZONES ' o _ ¢ = o x m ' , o J = o JJ x MAX SIDE LITE FRAME WIDTH MAX 7af DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 6 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 51.75 79.75 83.75 87.75 91.75 95.75 4 2 7 4 2 3 4 1 2 1 7 1 4 1 2 3 4 1 2 1 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 1 4 3 1 8 4 2 1 5 21.75 59.75 79.75 83.75 67.75 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 03.75 79.75 63.75 67.75 91.75 95.75 5 3 8 4 2 3 5 3 8 4 2 5 5 3 8 4 2- 5 6 3 8 4 3 5 6 3 10 4 3 5 36.13 67.75 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 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 5' 9 4 3 5 7 5 10 4 3 7 5 10 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 20-7/8" MAX. O.C. 9" MAX. � 3B 6" MAX. � j Ag MAX. I 243/4' MAX. O.C. MAX. _1 23-1/9' MAX.. D.G. I B"I / \ I / / p \ \ I SEE TABLES 1-4, SHEET FOR REINFORCEMENT REQUIREMENTS. 95•: Mp FRP 84-316' MAX. DLO \ p / HER \ C C /E-E \ 4 / 4 24-9/16\ / 33-5/8" MAX. DLO\ / MAX. DLO I 3 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" 23-1/8" / \ / \ ` m / / \ \ m all z / \ Z N 1AX. ........ IIA MAX. SILL ZONE'E" � I III' 26'7/8" LL 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 Reinforced: See Sheet 2, Tables 1 & 2 Unreinforced: See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. /4' 2) DOORS MAY BE LEFT OR RIGHT-HANDED. WE 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 24.3W 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 21NTO 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. PRODUC P UVIM nt�lco wild the FLorNa coWMet o- l -o SO- D I FAFA'.dr Mte �2 1w Pah PhdwA C-md F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TA04/10/17 �.] Y W z > y c (Al "aa o a o O �u �' n o k alod 0 O Ln (D C'4 z wIx o � CD 0, C, ` LL n � z W e Z _ Q J UC d a -�-{{ W s 8 LU um oi0 .aN I- Z J om0 r v W O Z w 0 LL O 0 r7 e- RQ 0 JaaUS = 2 N f- o Ix Ia i W > cl , O o w U O a apt 'asap saua5 ILYNN * NO.58705']� O��aS FCOR G�=rATE OF g �"',,'Ot NAL E� 0\ A. LYNN MILLER, P.E. P.E.# 68705 EDGE DISTANCE DISTANCEDGE E 2X WOODr .. SEE TABLE EDGE DISTANCE BUCK. NOTE 1 A, SHEET 1---•—r-- SEE TABLE 1XWOOD EMBEDMENT A SHEETI BUCK, NOTE 1 - II �Iv/ IN DOOR HEAD (WOOD) EMBEDMENT 1/4' MAX. SHIM 14" MAX. SHIM EDGE DISTANCE STAGGERED ANCHORS 2X WOOD _j BUCK, NOTE DOORJAMB(WOOD) SEE TABLE A, SHEET 1 �1/4"MAX SHIM EMBEDMENT ----- I EDGE DISTANCE SUCK, NOTE 1 DOOR SILL (WOOD) MAX SHIM 1 SEE TABLE A, SHEET 1 DOOR HEAD (CONC) EMBEDMENT 1/4"MAX.SHIM _ -.�'- EDGE DISTANCE p Illllllll)Ip- STAGGERED ANCHORS .', ` SEE TABLE A, SHEET 1 1X WOOD �1 BUCK, NOTE DOOR JAMB (CONC) TABLE A, SHEET 1 �1/4" MAX. SEE TABLE A, SHEET 1 EMBEDMENT EDGE DISTANCE DOOR SILL (CONC) —1/4" MAX. SHIM SEE TABLE A. SHEET 1 DQQRHEAD= (ALUMINUM)] 1/4' :DGE DISTANCE STAGGERE ANCHOR A, SHEET D'OORJi4MB=(ALUMINUM) W MAX. SHIM SEE TABLE A, SHEET D_ O'�91LiL=(i4L-`UM,INIJNI�)- 1. WOOD BUCKS DEPICTED AS 1 x 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 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 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 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. � EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) P IODUC f REVISIM cs camP1Y1�6 �rt/6 U� Plnsf� Cede Efp4aNeu Date 1 a F) CLARIFIED DETAILS, ADDED m ALUMINUM. - JR - 04110117 i r Y vi O j naa Q a r 'o O alo0 U) } (D N 2 w OJ 0 Q' coo to G obi Z zJo -rs =Wc� $� -, W ® � W ,tg u ',,a 14 00 Z CDUJ o J DAG n> W 0 Z vJ v Q 55 v5 y LL 0 cc: 0 J W �i ® in laaUS u Q T f� = Q Z o W Z it o U 0 I 0 � '�.1GErySF'•, C�� * No.58705 N� "''�S10NAL A. LYNN MILLER. P.E. P.EN 58705 SEE TABLE EDGE DISTANCE 2X WOOD EDGE DISTANCE A, SHEET 1 I BUCK, NOTE 1 .a , ' EMBEDMENT o EMBEDMENT o o IXWOOD BUCK, —1/4° MAX SHIM 1/4" MAX. SHIM NOTE 1 SEE TABLE SEE TABLE pi A, SHEET 1 A, SHEET 1 SIDE LITE HEAD (WOOD) 1/4° MAX. EDGE DISTANCE SEE TABLE A. SHEET 1 2X WOOD I BUCK, NOTE SIDE LITE JAMB (WOOD) r-SEE TABLE A, SHEET 1 MAX. SHIM EMBEDMENT EDGE DISTANCE-} - -BUCK, N07E 1 SIDE LITE HEAD (CONC) EMBEDMENT 1/4" MAX. SHIM SEE TABLE EDGE DISTANCE A. SHEET I SEE TABLE A, SHEET 1 1X WOOD BUCK, NOTE 1 SIDE LITE JAMB (CONC) I —SEE TABLE A. SHEET 1 lX WOOD BUCK, NOTE 1 1/4° MAX. SHIM SEE TABLE A, SHEET 1 EMBEDMENT EDGE DISTANCE 7- SEE TABLE f /-A, SHEET I -1/4" MAX. SHIM SEE TABLE A, SHEETI ,SID:E L'I_TE.HEAD(ALUMINU�M) SEE TABLE /-A, SHEET _DGE DISTANCE E TABLE SHEET 1 S UE-1 TE'JAMB ( ILUMINUM)` -SEE TABLE A. SHEET 1 IAX. SHIM TABLE 1EET 1 G F) CLARIFIED DETAILS, ADDED ALUMINUM.-JR-04/10/17 a �I--EDGE DISTANCE' i SIDE LITE SILL (WOOD) SIDE-LITE-SIL -,(ALUMINUM) - `\Y LVNNM�.,,�� SIDE LITE SILL (CONC)- -- -=� .. �•\GENgF'•, 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). 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•.•F4pRIDP,.• ' ,'�.� LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 304 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT 'i sNAL E�C`�\\ AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. //// I I 1111 11�� EXTERIOR INTERIOR F A. LYNN MILLER P.E. 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. ALL HEAD & SILL SECTIONS) r.E.ase7os