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HomeMy WebLinkAboutNOA; Series FD-101 Aluminium Outswing French DoorsFile LOPy f,D RECEIVED RAE E® FOR 12 6202o ing Department MIAMI-DARE COUNTY MIAMI•DADE CODE COMPLIA�' uc1e county ® ST� LUCK COUNT tY PRODUCTW26Street, CONTROL SECTION � 1 G V 9� I( 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 DEPARTMENT OF REGULATORY AND ECOURCES R) T (786) 315-2590 F (786) 315-2599 BOARD AND CODE ADMINISTRATION DIVI w".miamidade.gov/economy NOTICE OF ACCEPTANCE OA PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall.not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. and has been designed to comply with the Florida Building Code, This product is approved as described herein including the High Velocity Hurricane Zone. DESCRIPTION: Series " FD-101" Aluminum Outswing French Doors w/wo Sidelites— L.M.I. APPROVAL DOCUMENT: Drawing No.11005-1 Rev H, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 04/20/20, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and OXXO configurations. The lower design pressure from table 1 or table 2 shall control. 2. Standalone X, XX and O configuration unit do not require, reinforcement (item #22). 3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ. 4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #17-0504.01 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 20-0427.01 MiAMecouExpiration Date: October 18, 2022 01W Approval Date: September 03, 2020 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No.11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.(submitted under file #16-0629.17) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/#11- 1013.22) 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 24113.2.1, 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/#1111013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (51b Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). spa 1.. Z Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0427.01 Expiration Date: October 18, 2022 Approval Date: September 03, 2020 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No.12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file #15-0528.24) 1. Statement letter of conformance to FBC 2014(51` edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E. 2. Evidence submitted under previous approval A. DRAWINGS 1. Drawing No.11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact', sheets.l 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 08/61/17, complying with FBC- 2014 (91 Edition) & 2017(61 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21 /21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5' edition), FBC 2017(6`t' edition) and letter of no financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises & renews NOA #16-0629.17, expiring 10/18/22. Ishaq L Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0427.01 Expiration Date: October 18, 2022 Approval Date: September 03, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New Evidence submitted A. DRAWINGS 1. Drawing No. 11005-1 Rev H, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 04/2020, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,. Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsi1791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/15/20, complying with FBC- 2020 (71b Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 -09 & -16. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. (former E.I. DuPont DE Nemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/24. 2. - Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2020 (7' edition), and letter of no financial interest, prepared by PGT, dated 04/15/20, signed and sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises NOA #17-0504.01 and updates to FBC 2020 (7a' Edition), expiring 10/18/22. 2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq T rha„ia PP i �t--7.1 • t,-, hqnJ", — isnaq i. %-nanoa, r.E. Product Control Unit Supervisor NOA No. 20-0427.01 Expiration Date: October 18, 2022 Approval Date: September 03, 2020 E-3 SERIES 101 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1) GLAZING OPTIONS: SEE BELOW. 2) DESIGN PRESSURES: (SEE TABLES 1 S 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, ASO. 3) CONFIGURATIONS: X, O, XX, NO, OX, XXO, O)K O_JO AND OXXO. 4) ANCHORAGE: THE 33 113% 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, DEWALT ULTRACON+& DEWALT/ELCO CRETEFLE( 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. 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE 3B' NOS, _ GLASS STACK REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF 3/16" HS GLASS YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. .090" PV61 OR PVB2 EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE INTERtAYER NEEDS TO BE HIGHER THAN THE OPENINGS REQUIRED 1/8" AN OR HS GLASS DESIGN PRESSURE FROM STEP 1. n , 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 CROSSSEC11ONAL DETAILS.. W.-amAr•a DESIGN PRESSURE RATING IMPACTRATING SEETABLES 1 -4 'ONSHEET2 RATED FOR LARGE & SMALL MISSILE IMPACT'RESISTANCE. Min. Anchor Anchor Type Frame Substrate: Min.Edge Embedmentor Group -Member Distance .Metal Thickness All Concrete m1 785 ksi) 314" 1-318- 1/4' Eko IIItreCaS� Jamb, HolloW Block (ASTM C90) 1-314 1-1/4' 1 All Concrete (min. 3 ksi) 1-aw 1.3/B' 1f4' DeWah Ultra�n*61 Jamb Hollow Black (ASTM C90) 1.3/4- 1-1/4' All Concrete (min. 3,35 s) 1.3/4- 1 4' 2 co/ DeWalt col Ef 083 U4' 410 SS Jamb Hollow Block (ASTM C90) 1-3/4' 1-1/4• CreteE All Soulhem Pine (SG -=0.55) 1. - 1318' -- - All Southern Pine (SG = 0.55) 8116' 1.TI8' #12 SMS(steel, I" S.S. or All 6063-TSAlumimrhi 318" 118' 3 410 S.S.) All Steel, A36- - 318' 0.0w F7�All7 Steel Stud, A1003 Gr. 33 - 378' 0.0451- (18 Ga. 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. Material Min. Fr Min. F. Steel ScteW -- - -92 ksl 120 ksi 18�8 screw 60 ksi - 95 ksl 410 Screw 90 kst 110 ksI Elan UltraCoaO 155 ksl 177ks1 . 1W DeWaltUltraCom® 410 SS EleolDewalt CreteFlexO 148 ksi 127.4 ksi 164 ksi. 189.7 ksi 6063-T5 Aluio)num 16 RSI 22 k51 A36 Steef 36 ksi 58 ksl Gr33 Steel Stud 33.ksi 45 ksi 3116" HS .090" PVB1 OR 316' AN OR HS 1/2" GLASS SITE OCTU"OR 3/8" LAMI NOM. GLASS TYPE A GLASS TYPE B AN =ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED 7/16" NOM. GLASS STACK 112"GLASS SITE v E%Tt?tbR 7/16"LAMI'NOM. GLASS TYPE C GLASS TYPE D 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 .................1445 CODES/STANDARDS USED: • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017FLORIDA BUILDING CODE (FBC), 6TH EDITION • ASTM.E130M9 . ANSUAF&PA NDS-2018 FOR WOOD CONSTRUCTION o ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100.16 • AISC:360-16 13/16" NOM. GLASS STACK 1/8" HS GLASS—� 3116" HS GLASS .090" PVB1 OR PVB2 INTERLAYER 112" GLASS SITE ;a "1010R 13/16" LAM[ IG NOM. GLASS TYPE E PVB1 = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. PVB2 = .090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. �dl)DfTC C)t,EYtSi&� Flbtiea ��,uiSb dx No.— 427•01 Al.teptonteISt c H) UPDATED TO FBC 2020, a REVISED ANCHOR TYPE TABLE. -AK- W15120 N Y = W o "ar, N ol00 . O Lr0 cm O 1n o 0 OLLoLU ` 2' m S W 7 tU O 00 (q Fw AS uwa0 .oN F_ W J DMO C) > LU d oiT =4 O (Y 0 N 0 r 1aa4S ®m O z = U NN J O ~ 2. o. Z � Z a1� N r� w F- O Q O Z 0 a0q as.G saves -- �1111111.11 /i LYN DENS !L//����i% No.58705 ORID S 0NAI1tE A LYNN MILLER P.E. RE;a587a5 TARIF 1- DESIGN PRESSURES FOR DOORS, ALL GLASS TYPES REINFORCED DOOR TO SIDE LITE OR UNREINFORCED STAND-ALONE DOOR X FRAME WIDTH XX FRAME WMDTH - FRAME:HEIGHT 6°-79314" 7°-833/4" 1 873/4" 1 913W 8°-95314" 3° 371/2 6° 713/11 4 +75.0 -75.0. .75.0 775.0 +75:0 -75.0 75.0 1 -75:0 75.0 -75.0 TARI P 9. DESIGN PRESSURES FOR :SIDE .LITES REINFORCED DOOR TO SIDE LITE ORMNREIN FORCED STAND-ALONE SIDE LITE GLASS TYPES FRAME . WIDTH FRAME HEIGHT 68493/4", 7°-833W 87314" 91314" 180-953W 27 31,V +75t-75.O +75.0 -76.0 :+75.0 -75.0 +75.0 -75.0 +75.0 -75:0 A 361/8" +75 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +643 -64.2 36 3W +75 +74.9 -74.9 +70.4 -70.4 66.6 -66.6 +63,1 63.1 9, q D OR E 36 3/4" +75 75.0 -75.0 +75.0 -76.0. +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, 33-112 WIDE X 79314" HIGH SINGLE DOOR WITH 18" X79-3/4' 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, 31 WIDEX 87-3/4" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4" SIDE LITES (SEE NOTE $) DOOR DESIGN PRESSURE =+43.6 / -43.6 PSF SIDE LITE DESIGN PRESSURE =+47:2 / -472 PSF OVERALL DESIGN PRESSURE '= +43.6 / -43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, 32" WIDEX 90" HIGH SINGLEDOOR (SEE NOTE 8) DOOR.DESIGN PRESSURE = +751-76 PSF DESIGN PRESSURES FOR DOORS, ALL GLASS TYPES UNREINFORCED DOOR TO SIDE LITE X FRAP41E WDTH XX FRAME YNDTH FRAME HEIGHT 68-793/4" 7°-83314" 873K' 913/4" 8°-95NN. 2° 25112" 40 47 3W +58.6 -58.6 +55A 55.4 +5Z4 . -524 +49.8 49.8 +47.4 -47.4 27110 513/4" +54.9 34.9 +51.8 -51.8 +49.0 -49.0 +46.5 46.5 +44.3 -44.3 2910 553W +51.7 .51.7 -+48.8 48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 2° 311/2" 5° 593/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41A -41.4 +39.3 39.3 2° .3310 .54 63 314" +43.1 43.1 +43.1 43.1 +41.5 41.5 +39.3 -39.3 +37.3 37.3 351YP 673hV +38.1 -38.1 +38.1 -3B.1 +38.1 -35.1 +37.6 -37.5 +35:6 -358 3° 37 i/Z'l 6° 71314" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 34.0 +34:0 -34.0 DESIGN PRESSURES FOR SIDE LIES UNREINFORCED DOOR TO SIDE LITE GLASS TYPE FRAME WIDTH FRAME HEIGHT. 68-793W 1 7°-83314" 87314" 91314" 8°-953W 10 3/4" +75.0 -76,0 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 12 3/4' #75.0 -75.0 +75.0 -75A +75.0 -75.0 +75.0 -75.019, +72A -724 +68.5 -68.5 +65.0 -65.0 +61.9 -59.0A :6, C, D Z13W +64.5 64 5 +61.0 -61:0 +57.8 -57.8 +55.0 X45.0 -52 4ORE273W +52.9 529 + 99.9 -49.9 +472 -47 +44.7 -42A361/8" +352 352 +35-2 -35.2 +35: -35.2 +35.2 4 -3443s ar4" +34.0 34.0 +34.0 -34!0 +34.0 -34.0+34,00 34:0 FOR MAX, SIZES OF COMBINED UNITS, SEE SHEETS 10-13. EXAMPLE 2, (USING"TABLES 1 & 2):.OXXQ WITH GLASS TYPEA, REINFORCED, 68" WIDE X 86' HIGH DOUBLE DOOR WITH (2) 36 112" X 85" SIDE UTES (SEE NOTE 8) DOOR DESIGN PRESSURE=+75/.-75 PSF SIDELITE DESIGN PRESSURE=+70.41-70.4 PSF OVERALL DESIGN PRESSURE = +70A] -70.4 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 INSECTION E E, SHEET 4), IS REQUIRED AT DOOR TtLtcPeEN Qscomp4 t with irs F7es� TO SIDE LITE. CONNECTION$, WHEN USING TABLES 1 & 2. gcodg 01 No70'-r, W7- iB�t?F3atlRate "a"` 3) DOOR AND SIDE LITE COMBINATIONS FROM TABLES 3 ✓ 'P.ng6seaal AND 4 D0 NOT REQUIRE � H) ADDED DESGRfP'ftoN To REINFORCEMENT ITEM 22 a TABLE HEADERS. 4)DESIGN PRESSURES UNDER40 -ntc-04n6120 PSF ARE NOT APPLICABLE IN �y MIAMI-DADE COUNTY. Y _ 5) FOR DOOR -ONLY > o' 3: CONFIGURATIONS (X XX), ONLY 0: o. O TABLE 1 IS APPLICABLE. °;oa O ` REINFORCEMENT, PART#22, IS C9 cu o. NOT REQUIRED. o w o U.p 6) FOR SINGLE, STAND-ALONE = L - SIDE LITES (0), ONLY TABLE '2Is W U_. 6 F "XB aN nsw APPLICABLE. REINFORCEMENT, t- w V PART#22, IS NOT REQUIRED I- > w C-1 a V 7) CONFIGURATIONS WHERE THE a O DOOR LOCKSTILE ABUTS A SIDELITE ARE NOT AVAILABLE O to N WITH REINFORCEMENT. ®�' Q X t3 8) FOR.SIZES'NOT SHOWN, ROUND o ;Z.. w z UP TO THE NEXT AVAILABLE SIZE. "X" F w It atoms (E.G. FOR 3Z DOOR WIDTH IN i Z TABLE 3, USE 33-11Z) w a ? y x Q .O Q EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B, UNREINFORCED, 7131,C WIDE X 953/4" HIGH:DOUBLE DOOR WITH (2) 36-3/4" X 95-WN' SIDE LITES DOOR DESIGN PRESSURE =+34 /-34 PSF SIDE LITE DESIGN PRESSURE = +34 /-34 PSF OVERALL DESIGN PRESSURE = +34 / -34 PSF GLASS TYPES (ALL TABLES, THIS SHEET): EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A, A 3/8" LAMI (118" A, .090 PVB, 3/16" HS) 6339' WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE 8) B; 318" LAMI (118" HS, .090 PVB,:3/16" HS) DOOR DESIGN PRESSURE= +751-76 PSF C, 7/16" LAMI (3/15' A, .090 PVB, 3116" HS) D. 7/16" LAMI (3116" HS, .090 PVB, 3/16" HS) E. 13/16" LAMI iG (3/16" TP, 1/4" AIRSPACE, 1/W HS, .090 PVB, 3116" HS) ON i V�'��: No.58705 -10 o za �Q TATE OF !(4IIIIIIIIII A LYNN MILLER, RE 3 EXTERIOR V INTERIOR 40 EXTERIOR INTERIOR 10 1 2 60 m`n riay-o� z o► c,asG r 37 60 64 AT HEAD/JAMB IS 65 ATSILUJAMB CLEAR -COLORED HI NO C14ANGES'IH18 SHEET. SEALANT ° AK-o4nsrzo .EXTERIOR INTERIOR 62 1 63 �* '•aa 7 0 p U W' p to 0 0 Z iy to to MAX, S W. CA MAX. MAX. MAX. SIDE b`2 _ U U �- DOOR_ Y DLO - FRAME DLO FRAME r W J JM.p HEIGHT HEIGHT n a tiJ Ln o Z N LL LL d! O co ® ® w .O co 1ae4S U U z o Z' W 30co W. w o 12 SL VIEW G-G ¢ > LL LL ap1��asap ua5 61 CORNER ASSEMBLY 40 .�`A'( LYNAf or 40 Q• :� ,• Np.58705 i.489 STATE F 1(�` F< DOOR SECT. A A SL SECT. B-B .A.L-14-16,102 VERTICAL VERTICAL �f A P.E. P.E - LVNN MILLER P.E#607p5 OO Lo MAX.,'X FRAME WIDTH,. SPACING, SAME AS 314" JAMB ANCHOR SPACING (SEE SHEETS 7, B AND 9) 6% uo WC SECT. C-C HORIZ. MAX. SL FRAME WIDTHj SEE NOTE 3,22. Lei .DLO —1 THIS 62 SL SECT. E-E 6, HORIZ. (DOOR W/ SIDE LITE) SL SECT. F-F HORIZ. (SINGLE SIDE LITE) REINFORCEMENT NOT REQUIRED FOR STAND ALONE'N,' DOORS. _-.r.,. �ma �- Ill DLO 'I ��j / I -.I J H) NO CHANGES THIS SHEET. REINFORCEMENT NOT REQUIRED FOR STAND-ALONE WC DOORS. INTERIOR EXTERIOR REINFORCEMENT MAX. SL FRAMEWIDTH NOT REQUIRED FOR STAND-ALONE'O' NOTES: 1). CLEAR OPENING FOR W AND ')W DOORS AS FOLLOWS: WIDTH: W DOORS =:DOOR FRAME WIDTH --5.646' WC, DOOR =DOOR FRAME WIDTH:12 -4.079 HEIGHT: DOOR FRAME HEIGHT--32W 2) SIDE LITES OVERLAP W ANWXX' DOORS BY 3W WHEN ASSEMBLED TO MAKE `XO','G)V, bXWXXO','0W AND 'OXXO' CONFIGURATIONS. 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, SHEET 2. TTEm 221S NOT REQUIRED WITH COMBINATIONS FROM TABLES 3 AND 4,.$HEET 2, OR WITHSTAND-ALONE'O', W & )W CONFIGURATIONS FROM TABLES 1 AND 2. r r NO.58705 �y [ 7 6 , 0 - SATE F S��NALPENC`?\` A LYNN MILLER; P.E P.E.# S8705 STRUCTURAL WITH DESICCANT EXT, GLASS—v BUTYL & EXT POLYISO-_ BUTYLENE- SEAL ROLL -FORMED — STAINLESS STEEL - 1/4" NOM. KODISPACE 4SG TPS —INT. GLASS SUPER 6t SPACER®NXTTm —INT. GLASS ALUMINUM REINFORCEMENT DURASEAL' 8 SPACER -INT. GLASS FILL AREA r NOM. ]NE SEAL GLASS Pad# Description Material 80 - KommeAlmj I TPS SpacerSystem. _ Quanex Super Spacer NO' With tbt Melt Butyl Sea this81 Sheet for .62 Quanex DuiasealSpecet Materials 83 CaidM XL Edge Spacer KEI-tKI=NUt I tS I Ktt'UK I b: F I L-01-1 r, oa00 oc Oary USED AND ARE NOT PART OF THIS APPROVAL.. au�r A sa,, '`'O OtiZ7-Q1 Est+tratscn Hate n i z • �I H) ADDED 0AC103EDDING..- N Y > o `v "ea to at°a Oc%j �. 0 A to O O-o w Zu m WU. 00 LU uM° a 0ma LO O Z W CO CO J .¢ ' � O O LO ®'W O Q W laaa5 z o U z. ¢ a Z. F ud LL. Z -j t� � ¢ p z Q m ajl!j •,sap s,ua5 \tt�llLyAfAf tltiliili _. _' t1GENSF. •. C�� No. 58105 D —Z �f 0 ZORION A LYNN MILL15i RE. P.E#Sams —a.7so— 4A00 ;062 DOOR PANEL DOOR PANEL $� TOP & BOTTOM RAIL 31 SIDE RAIL 6063-T5 6063 T5 - 3.655 - 3:111 .550 1 A00 .050. FILLER HEAD ADAPTER 0 6063-T6 1272 IA79 .050 FRAME HEAD 6063: T6 aso 0799 :489 3.000 O:OUTSWING THRESHOLD 6063-T6 4.100 DOOR PANEL L�Q INTERIOR ASTRAGAL 6063 T5 1.7 .062 4.100 4.676 DOOR PANEL 4.5 EXTERIOR ASTRAGAL 6063 T5 1500 p .805——.363 050 .760 .683 T0so .683 L-1 ��- TRUSS LAMP O 3116" GLAZING BEAD O 5/8" GLAZING BEAD 3� 6063-T5 7� 6063-T5 76 6063-T5 60 SL HEADER 6063-T6 .075 5212 4.586 50 Ij 3.100. 61 SL SILL 6063-T6 r1.480-- 1 050 3.000 DOORFRAME 2Q JAMB 6063-T6 1.5T8---1 ,050 3.000 62 SL JAMB 6063-T6 OSD 1.620 350--►� tom"" WEATHER 37 STRIP CHANNEL 6063-T5 0.376 2.125 .125 O HINGE 32 '6063-T5 -+--.172 r'050 :683 --+�. 1:082 -1�-- IG GLAZING BEAD 74 60153-T5 60 .830 •504 13 OUTSWING THRESHOLD CHANNEL COVER 6063T6 2,9802.750—. .050 SL JAMB 650 — 125-1 66 ADAPTER 22 TUBE MULL 6063-TS 6063-T6 9i�ii�ilCf BSY� Bacs�pbte87p3S@SLo E96titt t�4diugCede AaoeldsneeNe�Ot Eag,SvdiunFau a�•a.2.. I ! I j Hl CORRECTED TU13E MULL I AK-04115120 O N 0 _N O� O z LL LL � W�a c 0 O Z �1 0 o O 0) 0 co Z W h � m1 w O co oB O' O s w z Q o ¢: X 0 0 1L O OS 0 LYNX .. No.58705 o: ,7 a0 ATE F (V A.LYNN MILLER. P.E. P.E.# 58705 X DOORS, ALL GLASS TYPES ANCHOR TYPES SUBSTRATE 2,3, WOOD 3ALUM 1 2,:CONG ... LOAD ZONES On ¢ 7WID X b w x x ¢ � X. b ual X. MAX DOOR. FRAME f_ MAX FRAME HEIGHT 25.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 2 4 2 j5. 2 4 2 2 4 2 6 2 4. 2 27.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4, 2 . 6 2 4 2 6 2 4 2: 29.50 79.75 83.75 87.75 91.756 95.75 5 2 4 2 5 2 4: 2 6 2 4 2 2 4 2 6 2 •4 2 31.50 79:75 83.75 87.75 91.75 95.75 . 5 2 4 2 6 2 4 2 6 2 4 2 6 _ 2 4 . 2 7 2 4 2 33.50 79.75 83.75 . 81.7.5 91.75 95.75 6 3 4 3 6 3 4 3 '6 3 4 3 7 3 4 3 7 3 4 3 35.50 79.75 83.78 87.75 91.75 95.75 6 3 4 3 6 3 1 4 3 i$ 3 4 3 7 3 4 3 7 8 4 3 37.50 79.76 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 r 3 4 3 20-71W MAX. O.C. 6" A -A MAX. 3. -- '13-1/e MAX 23-1/8" /� .. MAX..O.C. / 95-314' MAX: FRAME 64-Wg, HEIGHT Mm. DLO D \ 40" (TYP•) J 24-st1s4 MAX.OLO\. 3 37 i/2"MAX. DOOR FRAME WIDTH TYP. DIMENSIONS OF SINGLE DOOR, X. HEAD - ZONE"C'. r tv z / z N / N to : `\- _ NESILL 1� ZONE'C' - 1 LOAD ZONES FOR. SINGLE DOOR, X NOTES: 1) SEE SHEET 1. FOR GLASS AND ANCHORTYPE DESCRIPTIONS. 2)-DOORS-MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING, AS FOLLOWS (4" MIN. D.C.. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13.1/4" MAX. FROM CORNERS AND 23Aff MAX. O.C. HEAD 8 SILL OF DOORS: 6" MAX..FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. 4) FOR SIZES NOTSHOWN, ROUND UP TO THE NEXTAVAILABLE SIZE. 5) FOR ANCHORAGE,INSTAL.LATION DETAILS SEE SHEET 14. Des9gn Pressure See Sheet 2, Table 1 �pp{yLeg m�cttrbTOc€€+s AKey�psece No?o'tr'. �i•�.'� �aifafet o 2,ti�i H)'NO CHANGES THIS SHEET. AK-04115120 C Y Lij o � _Aea N k5100tooWw a: DmoLU 9 (a LL a1 O iy- t' ®m p L0.qs U Z o'z LU aloes Ie LLL a a X d ♦��?Q� GENSE �(�� / i �,..• No. 53705 -O 'J O STATE ."" YONAL A LYNN MILLER, P.E. P.E#SB705 TABLF 6• XX DOORS, ALL GLASS TWES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM) 1 CONC LOAD ZONES 2 ? o ¢W:, x. X M X a. x x DOOR FRAME .WIDTH MAX FRAME HEIGHT_ 47.75 79.75 03.75 87.75 91.75 95.75 4 3= 4 '2 5 4 4 2 5 4 4 2 5 4 4 2 5 4 A 2 51.75 79.75 83.76 87.75 91.75 95.75 5 4 14 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 ' 79.76 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 .1 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 2�tl V MAX. r MAX. � 13.1/4"MAX / C O \ M--AAX77--O.C. 84.3/8" © } 95-3M4 MAX DLO / IMAX / FRAME \ % HEIGHT 4 \ / •- 24-9/161 / MAX: DLO\- / 7 A 3 11 }�-- 713/4" MAX. DOORFRAME WIDTH -r{ TYR ELEVATION OF XX CONFIGURATION �ZHEAD ONE'D' ,� HEAD �. --.y ZONE.'D' 1 O.C. 0 / \ p LU w 91.3/4" \\ // \ / 13-1/4 20-71W 1 9" SILL ZONE" 6' MAX. Ir 633/4 LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure Seae Sheet2, Table 1 NOTES: 1) SEE SHEET 1 FOR GLASSAND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT ORRIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS. FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMUj; ' JAMBS (ALL). 13-vO MAX. FROM CORNERS AND 23-116" MAX: O.C. HEAD & SILL OF:DOORS i.6' MAX. FROM CORNERS, 9".MAX. FROM. ASTRAGAL: CENTERS AND 20-71W MAX. O.C. 4). FOR SMES NOT SHOWN, ROUND UP TO THE:NEXTAVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WITH GLASSTYPEA, 633/4' WIDE X 91-314" HIGH DOU13LE DOOR, ANCHOR TYPE 3INTO WOOD DESIGN PRESSURE = +751-75 PSF, SEE EXAMPLE 6, SHEET FOR,DP-EXAMPLE. DOOR ANCHOR REQUIREMENT'S FROM TABLE 6t 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. 020911c r a9viam �covpwaa,im 6c fbreL i4aMing Cu@e Aoceptancc Na-?Q-04Z 7"O I Fapkatba lPafte. JoiIR SL_� J.JH) No CHANGES THIS SHEET. - AK.-04/1520 s z Y = U1 > o 0 0 cm OO t� (n o LL5 S W tq UUm W uo c IW w aMa LO > oZ W U) as LL O OGo m Q taa45 Z a U Fw J atopg LL. Fa- W "t * := No. 587Q5 xr y ago 'w ,0, OF tV ��'•. �CORIDPj.••' \�� f�NAL AiYNN MILLER P.E. O SIDE LITE, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3. WOOD 3 ALUM. 12, WNC LOAD ZONES ¢�4 O iu J U) _ O � .m O w J N _ O SIDE LITE E FRAME HEIGHL 10.75 79.75 83.75 97.75 91.76 95.75 4 1 1 4 1 4 1 4 1 1 4 1 4 1 4 1 4 1 4 1 ' 4 1 12.75 79.75 83.75 $7.75 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 79.76 83.75 87.75 91.75 95.76 4 2 4 2 4 2 4 1 2 4 2 4 2 4 Z 4 2 4 2 1 4 2 21.75 19.75 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 70.75 83.75 87.15 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 87.75 91.75 95.75 6 3 4 3 6 3 4 _ 3 7 3 4 3 7 3 4 3 7 3 1 4 3 36.75 79J5 83.75 87.75 91.75 95.75 1 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 6" MAX. ~ 23.1/8" MAX. O.C. T- 17-71W MAX. A.C. fib 3 113-114" MAX; t IF J TYP. ELEVATION OF SINGLE SIDELITE, O. 95314" MAX. FRAME HEIGHT HEAD -ZONE °E' m i N g _. SILL f`-"- ZONE"E' 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. FORCMU): JAMBS (ALL) 13-1hr MAX FROM CORNERS AND .23-1(8 MAX O.C. HEAD & SILL OF SIDE LITES. 6 MAX. FROM CORNERS AND 24=3/4" MAX. O.C. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NE )CC AVAILABLE SIZE. 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET15. ®esign Pressure See Sheet 2, Table 2 Pim ats r wcmpbteswimbensift Ampum. N.20-0 rf 27• DI. £sptigam Pate Q j X j.L A,{t�1�t IM18�1501 o • ab O. (� to ala0 O � CD p ono tq z UJI m ~ axw o P [z 9M0. ti > UJI olf O D: m o ® 0 iaayS U Z O F-. Z W fA aio�S . LL .J K J w 0 o Q O 0_ alit asap sayaS � ���• �tCENSE ���� fi ; No. 58705. O� •.• SATE OF l{� A LYNN MILLM P.E. P.E958785 TABLE 0: xo & ox, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE. 2 3, WOOD 3AWM 1,2, CONC LOAD ZONES m . ¢ O lu m w x O p j' rn u9i x X ¢ < -, X I ` c O w co cow' u1 x O JJ J 6 x - X ,Q ,. X .MAX SIDE LITE FRAME WIDTH X"'X DOOR -FRAME WIDTH MAX FRAME .HEIGHT 10.7.5 25.50 79.75 83.76 87.75 91.75 95:75 4. 2 2 4 4 2 2 4 W24 4 2 2 4 4. 2 2 4 4 2 2 A 12.75 27,50 79.75 83.75 87.75 91.75[Iff 9575 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 5 4 2 2 4 4 6 4 2 2 4 4 6 4 2 3 4 19.00 29.50 79.75 8375 87.75 91.75 95.75 4 3 4 5 4 2 2 4 4 3 4 6 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 $7.75 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 7 4 2 1 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 87.75 911,5 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 31 3 7 5 6 7 4 1 3 3 4 ANCHOR QUANTMES FOR THE DOOR AND SIDE. LITE TO BE. DETERMINED INDEPENDEMY. 20-718" MAX O.C. 6" MAX. j- 23-118' MAX. O.C, i _ 13-114" MAX. 37-1Y2" MAX. DOOR . FRAME WIDTH_ _ 0' MAX. 6" MAX TION OF HEADZONE"D" HEADZONE-V 9" MAX ---4 GMAX:. 95-3)4" MAX FRAME HEIGHT 36-3/4° MAX. SIDE. LITE FRAME WIDTH \ � \ m \ W Z 0 m r 9"2MAX I-�-624314°�+• MAX. �--•-SILLZONE °D" � SILL ZONE"E"--- LOAD ZONES FOR XO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE COX SIMILAR) Design Pressure Reinforced: Be. Sheet 2, Tables 1 & 2 Urminforced:1 See Sheet Z Tables 3 & A NOTES: 1) SEE SHEET 1 FOR GLASS AND. ANCHOR TYPE DESCRIPTIONS, 2) DOORS MAYBE 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): JAMS S CALL): 13-114"MAX. FROM CORNERS AND. 23-118"MAX O.C. HEAD &SILL OF DOORS; 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTER5 AND 204Iffi' _ MAX. O:C. HEAD&.SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24,V4' MAX O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE:SIZE 5) FOR ANCHORAGEINSTALLATIONDETAILS SEE SHEETS 14 & I& "6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE :ARE NOT AVAILABLE WITH .REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY3W" ONCE ASSEMBLED. EXAMPLE: XO WITH GLASS TYPE B, 36" X 84' SINGLE DOOR WITH36° X 84" WIDE SIDE UTE. ANCHOR TYPE 31NT0 CONC, DOOR DESIGN PRESSURE = +751 75 PSF DOOR ANCHOR REQUIREMENTS FROM TABLE 8; 4 ANCHORS @. POOR JAMB 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 OSEECIRCLEDVALUES ON TABLE 8. X= DENOTES ANCHOR LOCATION. eYtilom f mom as enay4ft vttb the.Bmift Aoftpu eeNo� of I l - klt - - - H)NOCHANGES THIS SHEET. - AK-04115120 `2 V ,2 LU C naa 0 0 eloa 0 17 Lo 0" C) Z LL Z co U ci m vi W uMoO --t, F q, J W w : W oZW N as LLO � o .O Iaa4S. 0 U 2 ¢ Z QJ -1 C It ¢ X 0 >>t1111111111j `�-M LYN/tr�i��'%. No. 58705 7TA� A LYNN MILLER P.E. P.E# WM OXO, ALL GU%SS TYPES ANCHOR TYPE & SUBSTRATE 2, 3; WOOD 3 ALUM 1 Z CONC LOAD ZONES ' 0 ut ¢ i o J€r_ ¢ = x ' , O ul ¢ _ o J� z x .MAX. SIDE LITE FRAME WIDTH .MAX W DOOR FRAME WIDTH MAXm FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 ' 4 2- 7 4 2 13 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2.. 3 4 _ 2 .7 .4 213, 3. 12.75 27.50 79.75M 83.754 81.75.4 91.754 95.754 4 2 3 2 9 2. 3' 2 5 2( 5 19:00 29.50 79.754 83.75 67.75 91.75 95.75 2 3 4 2 f 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 27.76 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 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 $7.75 91.75 9..5.75 6 1 4 8 4 3. 5 6$ 8 4 3 5 7 5 8 4 3 5 7 5 101 4 1 3 1 5 7 5 10 4 3 5 36.75 37.50, 79.75 83.75 87.75 91.75 95.76 6 4 8 4 3 5 6 4 8 4 3 5 7 5 10 4 3 5 7 5 10 4 3 5 [7Jtl 10 4 3, 5 ANUKUK GlUAN 111 Itu I•UK I t1C UUUK MU AIUC.0 I t. 1 U 6C DETERMINED INDEPENDENTLY. 6" MAX. Design Pressure- 20,7I8"MAX. O.C. 6, Reinforced:, NIA 6" 5" MAX � �-----�-- 24J/4" MAX.O:C. Unleinbtced: See Sheet 2, Tables 3 & 4 MAX. � �- � 3 3 I ' 23.118• 'MAX. O.C. a / DLO 4 _ 33.5/6" 24-9/16' DLO\ MAX, DLO. MAX. 13-1t4"MAX. 95 3/4" MAX. FRAME HEIGHT 1 j I - 363W MAX. SIDS ,�I}I� 3 3 ME FRAME WIDTH J' 37-112":MAX'. DOOR fff"'sss FRAME WIpTH 109-112"MAX. DOOR+ SIDE LITE FRAME WIDTH _ NOTES: TYP. ELEVATION OF OXO CONFIGURATION (NOT AVAILABLE WITH REINFORCEMENT) �ZHEALI O E'F ZONE T'�-ZONE"E° f f z N / / SILL SILL LOAD ZONES FOR OXO'CONFIGURATION 1)SEESHEET1 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. FORCONCRETE, 4' MIN. O.C..FORCMU);. JAMBS {ALL); 13-1/4" MAX. -FROM CORNERS AND23-1/8" MAX. O.C; HEAD &SILL OF:DOORS' -6"MAX FROM CORNERS, 9' MAX. FROM ASTRAGAL. CENTERS AND 20-71W 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 WHERETHE DOOR LOCKSTILE ABUTS SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS .DOOR BY 3/4. ONCE ASSEMBLED. ImI AKNOOC A GES THIS SHEET. - o �$ A83 * 0 O P 81u0 0 r. J M Z o U Z ID =w� v5 UU_CD � LU ~ ua4' lw- Z o > J 9MND . O W d oZ� N O � O r ® N Q 0 1-4S c F _' o C.)Z Z Ul w 5 p Q Ip .......... Cyr' '•. p & : No. 58705, L � rF SATE ��\ A. LYNN MILLER PIE XXO & OXX. ALL GLASS TYPES ANCHORTYPEB SUBSTRATE 2 3, WOOD 3 ALUM 1.2, CONC LOADZONES m m ' O y n < O ¢ a X b ¢ w -?.-.x, xx _X. - v_ a X m } O Eu w o 3: O g¢ X o w X ;i < w z MAX SIDE LIE FRAME WIDTH MAX 5Jf' DOOR FRAME WIDTH MAK FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 1 4 3 6 4 2 4 1 2 1 3 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 1 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 1,4 1.2 4 2 3. 4- 2 5 4 7 4 2 4 1 2 1 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 79.75 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 8 1.4 2 4 3 5 5 3 6 5 8 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 91.76 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 1 3 1 5 5 3 6 5 8 4 3 4 3 5 .6 3 7 1 6 110f 4 3 4 .3 5 36.13 67.75 79.75 83.75 87.75 91.75 95.75 .6 4 6 5 8 4 3 4 3 5 6 4 6 5 8 4 3 4 3 5 7 5, 6 6 8 A 3 4 3 5 7 5 7 6 10 4 3 4 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 9P4#3 4 3' 5 T 5 7 6 10 4 3 5 7 5 7 6 10-4 3 5 I,IV{.tl VR yUn1Y 11 [ [CJ rvrt � [1C YU./n e�vv she u [ � [ � oe DETERMINED INDEPENDENTLY. 9" MAX. 20-7/8' MAX. D.C. 9"MAX.. 6" MAX. B-6 24-314"MAX.O.C. I - 71-314" MAX. DOOR FRAME WIDTH - 107-314" MAX DOOR +SIDE LITE FRAME WIDTH TYR ELEVATION OF XXO CONFIGURATION (OXX SIMILAR) Design Pressure Reinforced: - -See Shoat 2. Tables 1 8: 2 Unminfomed: I See Sheet 2. Tables 6" MAX, 23-118" MAX. DLO 111 14- MAX, FRAME HEIGHT ZONE "D" ZONE "F' 2ONE;?. f \ f \ / Q / o / \ f f -•n• uIc T SILL �nn,c �" SILL 7nNE "E" LOAD ZONES FOR XXO CONFIGURATION =9 SIMILAR) 36-3W MAX.. SIDE LITE FRAME WIDTH NOTES: I)SEE.SHEETI FOR GLASS AND ANCHOR TYPE, DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-kMDED. 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4- MIN. D.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 m CENTERS AND 20-716T MAX O.C. w HEAD 8; BILL OF SIDE LITES6" MAX. FROM 0 CORNERS AND 24-3/4"MAX. O.C. N m 4) FOR SIZES NOT SHOWN, ROUND: UP TO THE NEXT AVAILABLE SIZE 5) FOR ANCHORAGE INSTALLATIONDETAILS-SEE SHEETS 14. & 15. 6) CONFIGURA'nONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE :LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE'LITE OVERLAPS DOOR BY.314" ONCE ASSEMBLED.. at$tD6.VCF am wwpbft*i{1d" ft5i,: AA=pgcoft t= 2ro4Z?.al Ssp)e,etloa 1lafe O'. ;: 2-'L H)'NOCHANGES THIS .SHEET:- n AK.-04115a() z N Y w > o 0 c 1 olad O p(" o 0 Z u- C) = IL 1 c IraW'U-� W umw0 'oN 1- W Q n'> i Imo h v w ❑, o: Z rn - N IL o 0 J-15 ?k S Z W O Z ❑ f- W afeas . Y ti O g .. K. Q . -O LYNIv No.58705 �Q�• VSTATEO F A.. LYNN MILLER P.E. OXXO, ALL GLASS TYPES ANCHOR TYPE& SUBSTRATE 2 3. WOOD 3 ALUM 1 2 CONC LOAD ZONES m ' O ai J N a i O fi J m w x xx X in ' . O w J m a = O Pi J y w .x XX X _ SIDE LTTE FRAME. WIDTH DOOR FRAME WIDTH MAX FRAME _ HEIOHT 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 51.7E 79.75 83:75 87.75 91.75 95.75 4 2 7 4 2. 3 4 2 71 41 2 131 4 2 7 4 2 3 4. 2 7 4 2 '3 4 2 7 4. 2: 5" 19.00 55.75 79.75, 83.75 87.75 91.75 95.75 4 3 7 4 2 3 4 3 7 4 2 3 41 3 7 4 2 3 4 3 7 4 2 1 5 4 3 8 4 215 21.75 59.75 79.75 83.75 87.75 91.7E 95.75 4 3 8 4 2 3 4 3 8 4 2 3 4 3 8 4 2 5 5 3 6 4 2 5 5 3 8 4 '2 5 27.75 63.75 79.7E 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 3 8 4 3 5 6 3 10 4 3 5 36.13 67.75 79.75 83.75 87.7E 91.75 95.7E 6 4 8 4 3 5 6 4 81 4 1 3 1 E 7 5 8 4 3 5 7 5 10 4 3 5 7 5 10 4 3 5 36.75 71-75 79.75 8315 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 5 1 715 1101403 j 5 ANCHOR QUANTITIES FOR THE DOORAND SIDE LTfE TO BE DETERMINED INDEPENDENTLY. 20.716" MAX. O.C. 9' MAX- 9° MAX. �J MAX. 6" MAX �+-- 9' MAX. F-T 2431V MAX. O.C. � � �� �i A -A 3 3 23-11W MAX. O.C. TE-1 6" / p \\ SEE TABLES 1-0, SHEET2FOR REINFORCEMENT REQUIREMENTS. DLO MAX DLO p / \ C-C 24-9/16\ / 33-516° MAX DLO\ / MAX. DLO 96314" MAX. FRAME HEIQHT 3 9 3 36-3/4"MAX.. SIDE 71314" MAk. DOOR FRAME WIDTH - LITE FRAME WIDTH tttt 14 143af4" MAX. DOOR +SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXXO CONFIGURATION i�4A7C: HEAD -ZONE"E"-ZONE°F'--ZONE'F' HEAD ncHu ZONE"E" XX T T / / \ \ 23-1le m / / \ m z / / \\ N m 9" (-- SILL MAX. ZONE"E"�-ZONE"F''-„ �'1 20-716° SILL MAX,ice- .. A6 MAX. SILLS �I-- 2a31a• SILL ZONE"E" LOAD ZONES FOR-OXXO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure Reinforced: See Sheet 2, Tables 1 d&4 UnrelMdreed: See Sheet2, Tables 3 . NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS, 2) DOORS MAYBE 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(AW 13-1P1"MAX.FROM - CORNERS AND 23-U8' MAX. O.C. HEAD & SILL OF DOORS: 64 MAX. FROM CORNERS, 9" MAX FROM ASTRAGAL. CENTERS AND"20-71W MAX, O.C. HEAD & SILL OF SIDE LTTES: 6" MAX. FROM CORNERS AND 243W 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 314" ONCE' ASSEMBLED. EXAMPLE OXXO WITH GLASS TYPE B. 71-3/4" WIDE X 65-3/4' HIGH DOUBLE DOOR WITH (2) 36-3f4"'X 95-3/4" SIDE LFTES, ANCHOR TYPE 2 INTO CONCRETE, DESIGN PRESSURE =-34134 PSF, SEE EXAMPLE 4. SHEET 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 Q SILL 3ANCHORS EACH SIDE LITE Q HEAD 3 ANCHORS EACH SIDE LrrE @ SILL O- SEE .CIRCLED VALUES ON TABLE 11. X = DENOTES ANCHOR LOCATION. Fbe(C3, p n WC 20 o42?•01 FsTkr9t4a pore c Z + e H) NO GRANGES THIS SHEET. - „ AK-04/1520 z >0 ❑ P atop .0 O /n O ZLL� w x tLi - vi U (J6 w u�0 oN F Z :3M 9M0 to > a w �Zm U ,5 LL O OO iae45 to ® . O o rZ J Z w Lu alws U. K J O Q O. ❑ LL ona rosad ---s 10ENSN!%j��'� No. 58705 yfza01- � I ��Q� •., STATE A LYNN MIUER,RE RE!! 58705 MAX SHIM DOOR HEAD (WOOD) EMBEDMENT —1 MAX. SHIM1I� Al I I EDGE DISTANCE •GERED ICHORS 2X WOOD BUCK, NOTE 1 fi� DOOR JAMB (WOOD) SEE TABLE A, SHEET 1 1/4"MAX. SHIM r I o m 1. EDGE DISTANCE BUCK, NOTE 1 DOOR SILL (WOOD) EDGE SEE TABLE [—DISTANCE] A, SHEET 1 - - ix WOOD �t••d' .' y �r EMBEDMENT BUCK NOTE1.j= 1/4" MAX. SHIM SEETABLE A, SHEET 1 DOOR HEAD (CONC) EMBEDMENT 1/4".MAX. SHIM EDGEDISTANCE STAGGERED A, SHEET 1 1X WOOD ,BUCK,.NOTE 1. DOOR JAMB (CONC) A. SHEET 1 �1/4" MAX. SEE TABLE '," •�G. . A. SHEET 1 EA B ME ---r-1— EDGE DISTANCE DOOR SILL (CONC) EDGE EDGE W%SHEETI SEE TABLE A, SHEET 1 /4" MAX. SHIM BLE DOOR HEAD (ALUMINUM) 1/4' DGE DISTANCE STAGGERS ANCHOR A, SHEET 1 DOORJAMB (ALUMINUM) TABLEA,SHEET 1 '4" MAX SHIM SEE TABLE A, SHEET 1 DOOR SILL (ALUMINUM) 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 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 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 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) 5'�D9IICf x ces+p{ytag v3tb TiEs � A � 2o-aL1Z7•G) 61�cFtlsq 9tate�1 ,j,8�Z2. akae %Wyk pligua 00' d H) NO CHANGES THIS SHEET. - I AK-G4/15/20 z N � _ j. � .� •A88 `v o O O K po O N d O O C. W 2 W ,U s iD co W 0 ur up oN W : J pA1p Ul o:� .- z� � J W O � lsa43 ® 0 F+ F N Z Q z U Z UJI -3 z ¢O. aC D"' In aquas LL. Z z 0 o in a!!1 'asap sa}�as ,�•\���� LYN,V,,'',,� _ICEliISF No.58705 %O�'.• !TA*l7cf N e �iP CORID?'. 'GX A. LYNN MILLER, P.E• P.E# 58705 SEE SHEET EDGE DISTANCE EDGE DISTANCE 2X WOOD EDGE DISTANCE A,,SHEET 1—\ BUCK NOTE.1 ' SEE TABLE '�-.`, A,-SHEET1 EMBEDMENT � 1. SHIM IXWOOD 1W MAX. $HIM BUCK, NOTE 1FEW— SEE TABLE A, SHEET" 4 SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) .EMBEDMENT EMBEDMENT 1/4"MAX. SHIM - 1/4"MAX..SHIM I SEDGE b SEE TABLE r ��z .• DISTANCE ]EDGE DISTANCE A, SHEET 1 A, SHE 1 A, SHEET 1 a SEE TABLE 2X W000j BUCK, NOTE I SIDE LITE .JAMB (WOOD) =SEE TABLE A. SHEET 1 SHIM ix WOOD• BUCK. 140- E 1 J SIDE LITE JAMB (CONC) I —SEE TABLE A. SHEETS 0 SEE TABLE A,SHEEit ++- MAX. SHIM --1/4' MAX. SHIM SEE TABLE A. SHEET 1 SIDE LITE HEAD (ALUMINUM) SEE TABLE A SKEET 1/1 MAX. SHIM EDGE DISTANCE A, SHEET 1 SIDE LITE JAMB (ALUMINUM) =SEE TABLE A; SHEET 1 t4" MAX. SHIM SEE TABLE A, SHEET EDGE-0ISTANC WOOD EDGE DISTANCE h �1 BUCK, NOTE .. .. �—EDGE DISTANCE SIDE LITE SILL ALUMINUM SIDE LITE SILL (WOOD) (ALUMINUM) SIDE LITE SILL (GONG) 1. WOOD BUCKS DEPICTED AS I ARE LESS THAN 1 117'THICK.1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED` DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 7/2 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THEAUTHORITY 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. F SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. a EXTERIOR INTERIOR vvvv 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD S:SILL SECTIONS) bfSD€1C'1 RaftZoadd A.446.No2--alf27::c1 n H) NO CHANGES THIS SHEET, - I, -- AK-04145rM z � Y S fr 1F � >n atop 0 O. IIC O �� 0, o O LL C) z. to =W`- 3 W () CGo N ►- w O Wo LO i oZo` UI 0 j F .O io O O W 7ai45 z = F¢ Z O F Z, � Co Z al'"S W J 0 alll •asap sagag LYIVAI ����'i ucErasg'••�!� No.68705 � o 20 SOS . STATE OF Lp` NAB 1li1L1111.%t\ A LYNN MILLER, P.E. P.E#g87O5