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HomeMy WebLinkAboutNOA # 20-0427.01RECEIVED MAR 01 2021 permitting isa.part+nent MIAME•D6�E St. �ulowovarity/ VlIAMI•DADE COUNTY A 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.myamidade govleconomy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rates and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane on DESCRIPTION: sires 1OI Alnmmum-O=Wi rWFm � `'DDU`olsWwa-Sideli + _=M.I. APPROVAL DOCUMENT: Drawing No.11005-1 Rev 13, titled "Ahura. 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 #17-004.01 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. 4 , f i+d(JA a30�{{!42?.t81 eorsur�wem co �® Expirationely0stobe 18, 0ZZ -,_. Approval mat�3�e tember 03, 20Z0 �� el 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 04102/12, 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 Envy 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 FTIr5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (51' Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). 1 st--4 �• ��� Ishaq L Chanda, P.E. Product Control unit Supervisor NOA No. 20-0427.01 Expiration Date: October 18, 2022 Approval Date: September 03, 2020 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 12/11116. 2. Notice of Acceptance No.12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Sallex 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(5s' 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, tided "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/ 17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC- 2014 (5TH Edition) & 2017(61h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51 edition), FBC 2017(& 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 #16-062917, expiring 10/18/22. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0427.01 Expiration Date: October 18, 2022 Approval Bate: September 03, 2020 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New Evidence submitted A. DRAWINGS l _ 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 Dowsil 791 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 F1171-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum Outswing Casement Window (unit 8 in proposal) 1 TL-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 (Th 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 (Th 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 (71h Edition), expiring 10/18/22. 2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq T rhanAa Pp 15t%A7 I. nnaq L v,nanaa, r.E. Product Control Unit Supervisor NOA No. 20-0427.01 Expiration Date: October 18, 2022 Approval Date: September 03, 2020 iSERIES 101 OUTSWING, IMPACT RESISTANT DESIGN PRESSURE RATING IMPAC7 RATING FRENCH DOOR AND SIDE LITE SEE EON SHEET2 4 MIIS TABLE A: SSILE IMPACT RES SYR CE 1) GLAZING OPTIONS: SEE BELOW. 2) DESIGN PRESSURES: (SEE TABLES 1-4 ON SHEET2. 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)C XO OX, XXO OXX OXO, AND OXXO. 4) ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. 5) SHUTTERS ARE NOT REQUIRED. 6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7) REFERENCES: TEST REPORT FTL-4964, 5212 & 68"; ELCO ULTRACON, DEWALT ULTRACON+ & DEWALT/ELCO CRETEFLEX NOWS 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/FT2) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE 31W NOM. REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE GLASS STACK UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF 3116'HS GLASS YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. .09(" PVB1 OR PVB2 EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE INTERLAYER NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED IWAN OR HS GLASS DESIGN PRESSURE FROM STEP 1. 11 , 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. Min. Anchor Anchor Frame M1n.Edgn Embedmentor Grouplhicknoss Anchor Type Member Slrbstmte Distance Metal Concrete (min. Z.BS ksi) I-VIV 1.318' 1 114' Etc. UBmCor0 JHollow Block (ASTM C90) 1.3/4' 1-1/4' VW DeWait Lr. mCon+4D p—, Cone mte min. 3 KSS) 1-3W 1.318' JHollow Block ASTM MO) 1dl4' 1-114' ncmto min. 3.35 ksi)0SSEtOfJa 114'410 SS Eko/DaWaK Hollow Block (ASTM C90) 1.Y4' 1-1/4' All Southem PUm(SG=0.55) 1" 1-318- All Soultrm 9/16' 13 6' #12 Stu15 (steel, 164V All ksPua(SG=0.55) 6003T5 Aninum 3 410 S.S.) qll Steel. A35 318' 0.060' Pit Steel Stud, A1003 Gr. 33 1 318' 0.04. 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. F. Min. P. Steel Screw 92 ksi 120 ksi 18.8 Screw 60 lost 95 ksl 410 Screw 90 kel 110 kst Moo UltraCono 155 ksl 177 ksi 1/4' DeWalt UllraCort+6 410 SS ElcolDewait CreteFNx0 148 ksi 12 ksi 164 ksi 189.7 ksl 606XM Aluminum 16 ksi 22 ksi A36 Steel 1 36 ksi 1 58 ksi Gr. 33 SteelStud1 33 ksi 1 45 Kai 3/16" HS .090•' PVB1 OR 316• AN OR HS ire GLASS BITE a��� 3/8" LAMI NOM. GLASS TYPE A GLASS TYPE B AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED 7/18" NOM. GLASS STACK 1W GLASS BITE a y V °t'En 7/16" LAMI NOM. GLASS TYPE C GLASS TYPE D GENERAL NOTES............ I GLAZING DETAILS ........... 1 DESIGN PRESSURES...-..2 VERT. SECTIONS.............3 HORIZ. SECTIONS........... 4 PARTS LIST ...................... 5 EXTRUSIONS ................... 6 ANCHOR QUANTITY 7-13 INSTALLATION .................14-15 CODES/ STANDARDS USED. • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDI RON . ASTM E1300-09 • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL. ADM-2015 • AISI S100.16 • AISC 360.16 13/16" NOM. GLASS STACK 1/8" HS GLASS 114" AIR SPACE 3116" TP GLASS 3/16" HS GLASS .090' PVB1 OR PVB2 INTERLAYER 112" GLASS BITE ,a � 13/16" LAMI IG NOM. GLASS TYPE E PVB1 = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC. PVB2 = .090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. ai�Ftoridr Nola-O 2T.o) 16atc f ?2 G4iatlad c H) UPDATED TO FBC 2020, N REVISED ANCHOR TYPE TABLE. ' AK-04115120 C N Y Z } 0 W } ti c1o0 O (D N O to 0 Z LL C> W < 2 W U U d 0) ' 9 ea UJ SO I-- W J 0M0 — ~ > W ozm ❑_ rrf _ U) d LL O D: p Q p < I�vs ® N ❑ N z o. U Z z W Z ryca5 F IL Q fA � a)W F p ¢ Q Z agl vcup n, 1%%Il I ILll/1 * ; N0.58705 ,* a' TATe o iF G. A LYNN MILLER, RE P.ES 58-166 TABLE 1 DESIGN PRESSURES FOR DOORS, ALL GLASS TYPES REINFORCED DOOR TO SIDE LITE OR UNREINFORCED STAND-ALONE DOOR X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 6B- 793/4" 7°-633/4° 1 67314° I 913/4" 1 80-95314" 3° 371lZ" 6° 71314 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 75.0 -75.0 75.0 -75.0 TABLE ' DESIGN PRESSURES FOR SIDE LITES REINFORCED DOOR TO SIDE LITE OR UNREINFORCED STAND-ALONE SIDE LITE GLASS TYPES FRAME WIDTH FRAME HEIGHT 6B_7934" 7°-83314° 873W 913/4' 8°-953W 273/4" +75.0 -75.0 +75.0 -75.0 +75.D -75.0 +75.0 -75.0 +75.0 -75-0 A 3618" +75.0 -75.0 +75.0 -75.0 +71A -71.4 +67.6 -67.6 +64.2 34" +75.0 -75.0 936 +7. -74.9 +70.4 -70.4 .6 -66:6 +63.1 �-642 Bc, D ORE3634 75.0 -75.075.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 FOR MAX SIZES OF COMBINED UNITS, SEE SHEETS 10-13. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, REINFORCED, 33-1/2" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 793/4" 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, 30" WIDE X 87-W' HIGH SINGLE DOOR WITH (2) 26" X 87-3/4" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +43.61.43.6 PSF SIDE LITE DESIGN PRESSURE=+4721-472 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 /-76 PSF DESIGN PRESSURES FOR DOORS, ALL GLASS TYPES UNREINFORCED DOORTO SIDE LITE X FRAME WDTH XX FRAME WIDTH FRAME HEIGHT 6° - 79 314" 7° - 83 3/4" 87 314" 1 91 3/4" 8° - 95 314' 2° 25112" 40 47 314" +58.6 -58.6 +55A -55.4 +524 -52A +49.8 49.8 +47.4 -47.4 271P2" 51 Ve +54.9 -64.9 +51.8R-38.1 +49.D -49.0 +46.5 •46S +44.3 -44.3 2910 55 3/4" +51.7 -51.7 +48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 2° 311)7 5° 59314" +49.0 49.0 +462 +43.6 -43.6 +41A -41A +39.3 -39.3 28 33112' 64 63 3/4" +43.1 -43A +43A +41.5 -41.5 +39.3 -39.3 +37.3 -3763 351W 673/4" +38.1 -38.1 +38.1 +38.1 38.1 +37.6 -37.5 +35.6 -35.6 3° 371/2" 6° 71 SM" +34,0 -34.0 +34.0 +34.0 -34.0 +34.0 34.0 +34.0 734.0 DESIGN PRESSURES FOR SIDE LITES UNREINFORCED DOOR TO SIDE LITE GLASS TYPE FRAME WIDTH FRAME HEIGHT 68-793/4" 70-833/4" 873/4" 913/4° 1 80-953/4" IO.VV +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -T&O 1 +75.0 -75.0 12 3W +75.0 -75.Q +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 1 +75.0 -75.0 19" +72A -72.4 +68.5 -MB +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 A 8, C, D OR E 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -5718 +55.0 -55.01 +52.4 -524 27 3/4" +52.9 S29 +49.9 -49.9 +47.2 47. +44.7 -44.7 +42.6 -42.6 361/8" +352 -35.2 +352 35.2 + , 352 +36.2 35.2 +34.4 34.4 36 3t4" +34.0 34.0 +34.0 -34.0 + 34.0 34.0 +34.0 -34.0 +34.0 -34.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, 6W WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE =+75 /-75 PSF SIDELITE DESIGN PRESSURE =+70.4 / -70.4 PSF OVERALL DESIGN PRESSURE =+70A /-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-WV! X 95-3/4" SIDE LITES DOOR DESIGN PRESSURE = +34 / -34 PSF SIDE LITE DESIGN PRESSURE =+34 / 34 PSF OVERALL DESIGN PRESSURE = +$4 / 34 PSF GLASS TYPES (ALL TABLES, THIS SHEET): A. 3/8" LAMI (1/8' A, .090 PVB, 311W HS) B. 3B" LAMI (1/8" HS, .090 PVB, 31`16" HS) C, 7/16" LAMI (3/16" A, ,090 PVB, 3116" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) E. 13/16" LAMI IG (3H6" TP, 1/4"AIRSPACE, 1/8" HS, .09D PVB, 3/16" HS) EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A, 63-374" WIDE X 91.3/4" HIGH DOUBLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / 75 PSF NOTES FOR ALL CONFIGURATI.ONS.' 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 ITEPot 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 33-1127) ea �a+PMeB.itm eue F7°r[Fi NaidingC°de A .ptaoccNOZv"G'f27•ol (KUB° Date 'a- ['tadvsiliac'wo1 H) ADDED DESCRIPTION TO TABLE HEADERS. d-AK-04/1520 11� N Y = p o 'n N ala0 O D- (� O cg N o 0-1 O W -7 Z co a •- o co � FW Z Y J Ana W t- > `� W o Z w O ai LL O O to N ®m o IN U Z Z � o Z W it aaas z g 0 o. K G N Q 1 anu 'naa0 eaya dO LY/VlV�'''i' �� '��.•' ��CENgF'• z!! * No.58705 :�Q �� 1 TATE OF C(7�` 70NAL I,,,, `��` A LYNN MILLER. RE 03, EXTERIOR Q==> INTERIOR 40 EXTERIOR INTERIOR FLie� ��y��.ttd t�s 10 1 2 60�C�e �yz •oI 3% 60 64 AT HEAD/JAMB � 65 ATSIWJAMB H) NO CHANGES THIS SHEET.- CLEAR COLORED SEALANT „ AK-04116W EXTERIOR INTERIOR OA 62 > �a ® 63 o Y -712F 0 0 03 m o Z LL $ LLI MAX MAX. DOOR MAX.LLIE SIDE 62 U V adp w DLc FRAME FRAME IW- z HEIGHT HEIGHT > W L,. O ® O m m o Oz Iva o U Z U W Z 30 "°'� m LL U g 0 12 SL VIEW G-G ¢ d U. CORNER ASSEMBLY OAl 'iSiQ SGy�j 61 LYIyN�'�.,, ��.• y1GEN qF •%� j)QQ00R 1.488 L �.: No.58705 %�C) . STATE F SECT. SL SECT. B-B A -A ��'%s;�JUAL VERTICAL VERTICAL A LYNN MILLER RE P.EG 59705 41"21 5 SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8.AND 9) SEE NOTE 3, THIS SHEET MAX. I DLO 'X' SECT. D-D HORIZ. Xr-- SL FRAME WIDTH-j DLO �J SL SECT. E-E HORIZ. (DOOR W/ SIDE LITE) REINFORCEMENT INTERIOR NOT REQUIRED FOR STAND-ALONE 7C DOORS. I REINFORCEMENT MAX. SL FRAME WIDTH--j NOT REQUIRED FOR STAND-ALONE'O' SL SECT. F-F HORIZ. (SINGLE SIDE LITE) EXTERIOR 1) CLEAR OPENING FOR W AND')W DOORS AS FOLLOWS: WIDTH: 'X' DOORS = DOOR FRAME WIDTH -5.046 7W DOOR = DOOR FRAME WIDTH 12 -4A79 HEIGHT: DOOR FRAME HEIGHT - 3.259' 2) SIDE LRES OVERLAP R' AND XX DOORS BY 314' WHEN ASSEMBLED TO MAKE 7L0','OX','OXO' 70L0','OXX' AND'OXXO' CONFIGURATIONS. 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, SHEET 2. ITEM 221S NOT REQUIRED WITH COMBINATIONS FROM TABLES 3 AND 4, SHEET 2, OR WITH STANDALONE '0', X &')M CONFIGURATIONS FROM TABLES 1 AND 2. N�7�.o427•0l a eate�� ad 117ri:Id �, H) NO CHANGES THIS SHEET. - -'„ AK-04115QO N Y _ "Da c o 0 N slap tY C> O' O m o Z LL w 7 d m I-' W ^ DAM 9 W v oZ� O 1n - 0) LL O O O ®� o o p U V] coW Z O J a wS mN L.)"' Z K= O '—D -w-s tttt 11111111j EN.... yN0 58705 �O� •,• ATE F ;'•!(7�� ��s�'�FLORIOP..•'• �_�� �'/,, TONAL E�G�� 111111111t1 A LYNN MILLER, P.E. ITEM ITEMS USED OWGf!_ POTU DESCRIPTION --SILICONE O STRUCTURAL 114" NOM. - POLYISOBUTYLENE WITH DESICCANT EXT. clAss 80 KODISPACE 4SG TPS INT. GLASS HOT -MELT BUTYL STRUCTURAL 49 SILIF06 3116" NOM. WITH DESICCANT SUPER Fxr.Gvss 8t SPACER®NXTi" INT. GLASS ALUMINUM REINFORCEMENT 5116' NOW. BUTYL& DESICCANT FOAM DURASEA0 EXT. GLASS B2 SPACER INT. GLASS POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL XL EDGE7tA G SPACER INT. GLASS REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 ° ° ° Q ACTIVE DOOR PANEL LOCK STILE 10 , 10 70996 # 17-19, AND ARE 28, 29, 58•S9, NOT PART 68, 69, 75-79, 84-91 & 99-101 ARE NOT OF THIS APPROVAL 1 943E 60111 FRAME HEAD 2 t010 60300 W6TP.,0-LON.tE0 X.375 F9GH 3 T070 67070K BULB W'(1.THERSTRP .187 X.300 HIGH 4 855 79S57C FLUSHBOLT 6TR0<EPLATE 5 93d 7939% 2 PT. LOCK S11tIKEPlA7E 6 959 70564 FRAME HEAD STPoKEPtATE BACKING PLATE 7 7872X12FP� R8� %.5C0 PH. FL MS - B.S. W/SNCOt� PATCH e 995 T0995 GASKET BETWEEN IHRESHOLDB FRAME JAMB) 9 996 GASKET (BETWEEN HEAD 8 FRAME JAMB 10 957A 6533016 FILLER HEAD ADAPTER 11 11000 57100M4 OUTSVANG THRESHOLD 12 1570 671670 WSiP, .350 RO FOAMflLLTSLOT M58URVa32017) 13 1100L1 6/10D4M OIRSK,NG THRESHOLD CHANNEL COVER 14 ft00fA 411001A ACETALSPACER.OBS TMFtESHOLD, OPTIONAL 75 i11X17A 451007A ACETALSPACER .095 THRESHOLD, OPTIONAL 18 11003A 4110D3A ACETAL SPACER.140 THRESHOLD, OPTIONAL 20 5D 603AD FRAMEJA111.10 5WfNGJ 27 t010 50300 W57Ot4190 X.375 HIGH 22 6608 66608M i7FJNFORCEMF1J7; 7.000X2750X0.650, E061-T6 23 1140 76%111PSA75 Ae X 1.500 PH SO A 776 24 5048 710/a JAMB SCREW COVER CAP 75 930 41721N 5718KE PLATE INSERT 26 t,7B 7tN04PFA I,tOX,750 PH. FL SMS 27 70T0 67WOK BIdB WEA7HERSTPoP.187 X.300 HIGH 30 91DD 6910 DOOR PANEL, TOP 8 BOTTOM RAIL 31 971E 6911 DOOR PANEL.SIDERAIL 32 977 7FFA,0 HINGE E%TIAI1310N 33 7,78 7105BFP W,B Ni0X.675 PH. FL 6M6 34 B13A 6D:,78M TRUSS CIAMP 35 1130 StRpgq Sn&18 FADED ROD 36 990 7990tJIJTA 6H6.7e FLANGED HEX NUT 37 fH4A 603T8M WFA7HERS1171P CHANNEL S8 7fL94FPT a8 X.75 PR FL TEK 39 997 7fY397 GASKET (BETWEEN PANEL HFAD151LL 8 PANEL STILES) 40 1023 879240 WSIP., .187X.2t0 HIGH, FINSFAL 47 9� 41720 SLIDE BOLTASSY. NAC7IVE PANEL ONLY 42 1745 78X1TFPAW ABXS00 PH FL SMS ttPE C365 43 1272 7P30GG SILLfri16TPLIIG CTIVE PIS) 44 9838 6983 DOOR PANELASTRAGALI OUISWWG) 45 9(t4B 8964 DOOR PANEL AS7RAGAL2 WWG 46 1213 fiO7D01C WSTP.,010N .190 %.2DD HIGH 47 920 74UBLOK LOCK SUPPORTASSY. (41707 841 48 7139 7834E AG X.750 PH. FL 6M6 49 982 FDZPTAY 2 PT. LOCK ASSY. 50 6R180FS RUEBER SLEEVE 51 930 41721 SiPoKE PL fNSERT NAC,NE PANE 52 931 7FRSPX DEADBOLT 67ibKE PLATE 59 1716 710JCiAPFA t,10X.750 PH FL SMS 54 657 70857X HANDLE 57WKE PLATE SS 1115 71N94PFA #10X.750PH FL.SMS 60 9�1D 6920D SIOEU7E HEADER et 92fD 1pJ21 sI0EU7E I Ep 9768 6D381 SIDELITE JAMB 69 1155 7B7PDA f78X1.0000UA0 PN. SMS 64 996 79a9 HEAD GASI�T6 S 17T0998) 65 999 7899 SOL GASKETS b7D999) WTOCMM � 934A 81841M SIDELf1E JAMB ADAPTER 87 312 X 1.000 SHEET METAL SCREW 70 712653K a NG BLOCK, 3192' X /4' 1• W1PSA 71 71267K SETIOJC BLOCK U7B• X 112' %1' WIPER 7z zx7A s42z2 BEAD, 7n6• 73 B38 6986 BFA0. 3/6' 74 888 10 BEAD 82 086 64988 BEAD, INIEPoOR 87 1224 1))PTA7 TKCK BULB, BD DV EXTRUDED BEAD) 94 GLAZING SILICONE. DOW (p90R 9830R 791 85 GLASS, S�8' IAMI- 7/8' A..t70 P11B, 3116• H5 � GLASS, 3'a' LAMI -1/8' MS, .90 PVB, 9116• HS W GLASS, 7/16'IAbO-Slte'A, .80 PVB, S77tY HS 1!8 cuss 7n5• LJLMI-3/,G Hs, -90 PVa 3116' MS T. ,100E71 47106A A�TAL SPACER. THRESHOLD. OP'ipNAL 1[39 OFF -TEE PartO DeexNp6on Material fm Kommed4g 430 7P8 Spacer System a, Ilearex Super Sp8Cgt N(C xitle Hot Mu't Butyl See tlth SJx:et bt a2 Qeoreex Daaoael Spacer Mafeti�a f)3 f)aNinal XL Edge Space? �D�tl;rtaev s1 �P(TtaB slue 1k �p�faaeeNo �o-OyZry•6l R>gi[aa'f�Bate e ZUJI LL 22 n G H) ADDED (9ACKBEDDING. - m AK-04/15120 z° LV � ❑ � N was UJ a eh O� m a Oro u- � J w Z CD - �.��ONY LYNgT�'�,. * : No. 58705 A LYNN MILLER, P.E PIEfi 59705 �r--,.750 .062 4.000 1.750 4.,00 .062 DOOR PANEL DOOR PANEL 30 TOP $ BOTTOM RAIL 31 SIDE RAIL 6063-T5 6063-T5 3.s55 3.111 .550 1.400 .050 T FILLER HEAD ADAPTER 1 6063-T6 1.272 1ATS .050 FRAME HEAD v 6063-T6 .050 ,079 1 A89 A89 I 3.0D0---.4 11 O OUTSWING THRESHOLD 6063-TB �1.750 -►•{ 4.106 .062 4.675 ODOOR PANEL INTERIOR ASTRAGAL 6053-T5 I- 500-+� Lo .T56 34 TRUSS CLAMP 6063-T5 5A59 60 SL HEADER 6063-Ts L� .605 f-- .683 a { r050 74 3/16" G�/ILAZING BEAD 6063-T5 IA j 1.750 .062 4.100 4.675 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063-T5 l 1--.363 .050 .683 61 SL SILL 6063-T6 76 5/6° GLAZING BEAD 6063-T5 �1,480-1 D50 3.000 20 DOORFRAME JAMB 6063-T6 �•�-1.678 890 L 50 3.000 62 SL JAMB 6063-T6 1.620 37 WEATHER STRIP CHANNEL 6063 T5 0.375 I 2.125 f.125 32 HINGE 6063-T5 f --.172 O50 .683 1.092I �+-- 74 IG GLAZING BEAD 6063-T5 11311 .504-►l{ u + 360 ,055-.••lUr--� OUTSWING THRESHOLD 13 CHANNEL COVER 6063-T6 2.98D 050 �---2.750-►{ i SL JAMB 66 ADAPTER 6063-T5 sso 125 22 TUBE MULL 6063-T6 .AabuC f 6£'V10 m as mopes m1h the F70t(?b tfsldhMC.de 77 AaYptants (Coo / �.�ualwo wte o z JSRi�9�b ,Ouc1flr16�1 H) CORRECTED TUBE MULL °n TEMPER. -AK-04115= h c X = > u uy ' � 0 us v C. 0) N n)o0 O O UJ o J ZLU z U U m W J na o Dma 0 W O > W 05 O K co o r3 N Q p )says co 3°z o z o z tti to O s)cos _N C D J Q K O 0 e11L rosa0 saua5 Ly NAf .: NO. 58705 " =_Y3' o o .r �O�'.• ATE F •(V�: ZONALtEN.�. A LYNN MILLER P.E. P.F# 58765 x� n m v v w v ��?$�' -�; `Dri tN�NWA��n�m�c� C1 �• ,`7Ap+rWA: ti�j• YO•n'. �VNWADzmOtsOnzoo l m • V�•fVNWANW0�ON r1 v NAppW�NNNppmlzrI �fVVNNANNy0 }II A��NVNONN —ppf AN-�QNW°f oAVVNtNNT—ifNNNANQQWV� ONAN�$VVNOAl/ •NANUWVNW/7 /a��NWNAN 7/ . AW�NNNppmppI yX\~VNNo•NNAtOyy � � �N•VNNNA (Wilt7�RAN�VNNNa v\ia•VNNAN•WNfJ�onrt no"NNANppWVN pp AVVNNNN�Io•�c �f' �• N�m°r � o( n F» Q. $ W�-Ill1q'n w-jOO:� M N 1�R o FFD m 0 q�5 qx S2 8s p p _ o im m o z §x A(nr O Om3 $n W JAMBZONE"A"3z G) 0Np M Z O0) JAMB ZONEAd 1070 TECHNOLOGY DRIVE �q0•••-" yN. VENICE, FLs4275 (941)-480.1600 REGISTRATION AZB RENCH DOOR & SIDE LITES, LM 04/04/12 CDALUM. X DETAILS JENS ROSOWSKIo og 11005 D-10iLM, NTSV 70F15 ONNN TABLE 6- XX DOORS, ALL GLASS TYPES ANCHOR TYPE 8 SUBSTRATE 2, 3, WOOD 3ALUM 1 Z CONC LOAD ZONES < b J a i X < X o J a m X MAX FRAME WIDTH MAXDOOR FRAME HEIGHT 47.75 79.75 83.75 87.75 91.75 95.75 4 3 4 2 5 2 5 T;4 2 5 2 5 2 51.75 79.75 83.75 ST.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 3 1 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( rl 4 3 7 4 3 67.76 79.75 83.75 87.75 91*751 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 1 6 1 4 3 1 7 1 6 1 4 3 71.75 79.76 83.75 87.75 91'75 95.76 6 5 4 3 6 6 7 A64 7 20.716" MAX. O.C. MAX. 13.1/4' MAX. 23-118' MAX O.C. B5AX. MAX. FRAME HEIGHT 4 3 �-+- 71-3/4' MAX. DOOR FRAME WIDTH TYP. ELEVATION OF XX CONFIGURATION 84318" MAX. OLD / 249J16\ / MAX. DLO\ / HEAD I ZONED' ZOH HEAD / \ O.C. z / \ o r0.1 91-34" m m 20.718" _ I 9' I _ --i I--f 6" MAX. SILL �°" SILL 1NE'O" ZONED` H -'1 LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure Ses Sheal2, 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): 13-1/4" MAX. FROM CORNERS AND 23-IIW MAX. O.C, HEAD 8. SILL OF DOORS: 6" MAX. FROM CORNERS, 9' MAX- FROM ASTRAGAL CENTERS AND 2D-7B" 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 91-314' HIGH DOUBLE DOOR, ANCHOR TYPE 3 INTO WOOD DESIGN PRESSURE = yT5l-75 PSF, SEE EXAMPLE 6, SHEET FOR DPEXAMPLE 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 ANCHORLOCATION. aRODUC TBEY� m comphiog with the Flallsi SWWbM Cod. Aoettplaece No•� y 7- Expkai}4a Cs1KiRtv7 H) NO CHANGES THIS SHEET. - .g AK-64/15126 N Y = > p o b �IW ol 0 Iil pU) o z l' m g Lu W U to W a oN uauip F•• W 'JM6 r > W oZw � N LL a5 O O � I�45 ® W U z z F w � �o,s LL 4 �. 10 r-0 LYA1N'%. _ * : N0.58705 ' 74' �0,�. STA a OF .:(V� .S G� A LYNN MIU-ER P.E P.F 56705 D m m va���m{ �\%Z 0m"FtA,W�\°ni�i7O��0my�Gg�'1 ;�:`�mu`oA�Wr ��3 �' xaq_:I�CmpiFm0•a��VAW F•S 'y0GR�NAQW �=�mF°m�p 'il � wa'iOwz3o Xvm!vcQJ'i� I�niAc�y i°�Z °°A°AZ° Oc 'NV ,iin,'�' z•`mS° �aV� �`z��i �'y��o•,A°.�V;i,_Z�p3 ; N�w �w � � j L� � a Zm0-p o ° 1 1 0 0 02 =-_1 6O Zom F- M U; �lN m on3 G ia TmcFNqy r— O 9.z Zrn O O O° 0O—JAMBZONE"B v Io F�nr1O OX JAMBZONE"B' yO7�NN N CD Revision 1070 TECHNOLOGYDRIVE S�Oga N. VENICE, F34275 yT(941)-480-1600 mREGISTR4T rO0ALUM. FRENCH DOOR & SIDE LITES,LM 04/04/12 0 DETAILS JENS ROSOWSKI D-101 L11005-1 k H C mill TABLE 8: XO & OX, ALL GLASS TYPES ANCHORTYPE& SUBSTRATE 3, WOOD 3ALUM 1.2. CONC LOAD ZONES m O J y uai O o X Q 7 X m 7, O N u❑P) O X Q X MAX SIDELITE FRAME WIOTH MAXW DOOR FRAME WIDTH FRAME HEIGHT 10.75 25.50 79.75 83.75 87-75 91.75 95.75 4 2 3 5 4 1 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 12.75 27M 79.75 83.75 87.75 91.75 95.75 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 '2 4 6 4 2 2 4 4 2 4 6 4 2 3 4 19.D0 29.50 79.75 83.75 87.75 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 87.76 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 3 4 27.76 33.50 79.75 83.75 87.75 91.75 95.76 5 3 5 6 2 2 1 4 5 3 5 6 _4 4 1 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 97.75 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 4 3 3 4 7 5 6 7 4 3 3 4 36.75 37.50 79.75 83.75 97.75 91.75 95,75 6 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 5 5 7 4 3 3 4 7 5 6 7 4 3 7 5 6 7 4 1 3 1 3 1 4 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 9" MAX. - 20-7l8MAX. O.C.I �3 8"MAX• 6'-`I �l 134M" MAX. \ I SEE TABLES 1-0, 1_ SHEET FOR 23-IW MAX. O.C. \\ REINFORCEMENT REQUIREMENTS. \ O / / \ 95-314° 54-3(S• MAX. MAX. DLO / FRAME HEIGHT / 4 24-9/16- 33.5(V /MAX,OLD MAX. DLO 13-114' MAX. q. 3 38314' MAX. SIDE 37-1/2" MAX. DOOR LITE FRAME WIDTH 73-1/2°MAX. DOOR+ SIDE FRAME WIDTH LITE FRAME WIDTH TYP. ELEVATION OF XO CONFIGURATION 9" ZONED" HEADZ6O \ w z O ED za7re'���s' 6"MAX s" MAx. z4-3r4' SILLZONE'D• SILLZONE'E° LOAD ZONES FOR XO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE. (OX SIMILAR) Design Pressure Reinforced: See Sheet 2. T2bles i & 2 Unreinfomod: Soo Sheet 2, Tables 3 & 4 NOTES 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTRIES ARE BASED ON SPACING AS FOLLOWS (4- MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS(ALLLII: 13-IW MAX, FROM CORNERS AND 23-11W MAX. O.G. HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-718' 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) FORANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LTTE OVERLAPS DOOR BY 314. ONCE ASSEMBLED. EXAMPLE: XO WITH GLASS TYPE B, 36' X 84" SINGLE DOOR WITH 36" X 84- WIDE SIDE LITE, ANCHOR TYPE 3 INTO CONC. DOOR DESIGN PRESSURE _ +751-75 PSF DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 4 ANCHORS @.DOOR JAMB 3 ANCHORS @ DOOR PANEL @ HEAD 3 ANCHORS @ DOOR PANEL @ SILL 4 ANCHORS @ SIDE LITE JAMB 3 ANCHORS @ SIDE LITE 0 HEAD 3 ANCHORS ® SIDE LITE Q SILL OSEE CIRCLED VALUES ON TABLE 8. X = DENOTES ANCHOR LOCATION. *ftoa9c r BEYf5w as eamF4rini'i afth the Fwft H) NO CHANGES THIS SHEET. - AK- 04115R0 K N Y 2 w co vay O tl-cc1l �°o «3 a sn L9 O to o ZLLm W S Ul WU m W uxorp 'oN F W o>� J wo w � Z co ad IL O OO m ® b1 F3 0 = (!) J )says In F as U III Q rm Z LL cl a� O j .6 0 Q K apt roaap sa_ %,,,%It I111/// "' CENgF .gyp Y-: No. 58705 y zL zo a �,,/S�Ogtp,L1E�. /} LYNN MILLER, P.E. P.Ei! 58705 TABLE 9: OXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2.3. WOOD 3 ALUM 1 2 CONC LOAD ZONES ¢w p w J = O fJi J uS x x ¢ 0 Jw J ❑ O it x x MAX SIDE LITE FRAME WIDTH MAX W ODOR FRAME WIDTH MAX FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 12.75 27.50 79.75 83.75 87.75 91.75 95.75 4 2 7 4 2 3 4 2 7 4 1 2 1 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 83.76 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 B 4 2 3 4 3 8 4 2 5 4 3 8 4 2 S 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 3 1 8 1 4 2 1 5 6 3 10 1 4 3 1 5 6 3 1101 4 1 3 1 5 36.13 35.50 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 4 6 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 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 2D-7/S- MAX. O,C. 6' Max X: 6• MAX.-�{® fi' IMX. ^�-- 24-314" MAX. D.Q. MAX.. A 13-1/4' MAX, 23-116' / MAX. D.C. / / I / ® MAK Max. My1x DLO © FRAME / HEIGHT 4 \ 4 33-W' 24-9116 MAX DLO MAX. DLO\ e 35-W4' MAX. SIDE 3 3 LITE FRAME WIDTH 37-12" MAX. DOOR FRAME WIDTH 109-1/2" MAX DOOR + SIDE LITE FRAME WIDTH NOTES TYP. ELEVATION OF OXO CONFIGURATION (NOT AVAILABLE WITH REINFORCEMENT) WITH REINFORCEM� HEAD HEAD HEALD ZONE "E"-------1ZONE'F'-�-- ZONE °E' z / N / >^ I I SILL �_ n ILL > SILL 7n L LOAD ZONES FOR OXO CONFIGURATION w N m Design Pressure Reinforced: NIA Unroinfomad: I See Sheet 2, TAhlee 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. D.C. FOR CMU): JAMBS (ALL) 13.1/4" MAX. FROM CORNERS AND 23-11W MAX. O.C. HEAD & SILL OF DOORS: 6" MAX FROM CORNERS, Gr 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 WHERE THE DOOR LOCKSTILE"ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4- ONCE ASSEMBLED. nw�b}>4aliktkaft N�?a•O�F L%G Fsg�mVoa Rnte�c'l eat �c�,r.e H) NO CHANGES THIS SHEET. - N AK-04115M c N _ > � � •Na O o U) t` O Z U m g co WU o IW-• uzo,Il 'oN axa ti > W oz� 0 O O m ® N Q ❑ 1-4s z U rn Z LL LL aloes 1 w It O 0 co - 13 LL ep!I •vvv0 rouvS LYN1V''1�'ii * ; No.58705 *= ATE F A-D.4U F<ORIDa \� 1E A LYNN MILLER P.E. RE.# wm I: W m W rn •Ni m N o O v ^� c�S v� w cVi1 o uVi m o A p mm 5 t']ii t�i1 c~i� N v 1i m S # m Q0 m m O m V off° mm �P°a�o`�- m V �c°��c� tam ]om m m V n g m3k N N N N N N N N N m V '-4 V m O1 '-4 -4 -40 0 QJ m N N (M N 0A A A A A A A A A A A A A A A A A. A O-JAMB'B" X cn N N A A N N N A A W W W ... W W W W W W W W W W N N N N N N N N N N O-HEADISILL'E' h1 w w C OE D r r V V m OI m V V m m OI V W 01 .... y. N OI T to N N 01 N N N N N tJ1 N N A XX-JAMB 'A' 3° � 0 m m N N N m m N N N m N N N. N N N N N A A A A A A 7.+ A A A A. A A W XX-HEAD/SILL"U' O y 'o o m 0 0 o 0 0D m m o m m m m, m m m m 0e m-4 V N V N V V N V -4 v v -4 w XX-HEAD/SILL'F' �I Z D7 -C V A A A A A A A A A A 4 A A A A A A A A A A A A A A A A A A A A A A .1 A O-JAMB°B' 41 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 O- HEADlSILL'E° N N A A A A i. A A A A A A A . A A A A A AN A A AAAAAA A XX- JAIAS'A' Zn W W W W WW W W N N WN N N NXX•HEADISIL L°DWWWWW NN N NN N N N VI NNf ,A J WN V� WA WW W W XX - HEADISILL"F' i {--JAMB ZONE "A' —� n / \ N MFr, / \ m� \ d m y_ F m1w �O {--JAMB ZONE "B°—� ^I Sv b-y„ Z$0 y,Nr 0 y � �� �1 T W �rZ .pN. O 0-.- ym 2 O �p mC A9Z -1� y g (Ail m�nry fl7 °o N Ay M 111 Soo ° WS jj N N_IiNI z � Z (17/1 lj l�, ip.•C. W p aD�• O� NT �� 7141 3E M y+ mN m '0° Sm Aye �'ta A m A Fyyn S >m o i ..- � 1 z i 2 ° �$ z � � �'aOi a Z fmot� m y A 3 8 O y m z Oo ° Q O O o� m AmmM mAMmmm 'S O Rolston ••'. LOGY N. VENICE, F1070 OL 34275DRIVE (941)-480-1600 g o p g �Gj: •' 11 a o REGISTRATION 629226 �y= = ti ALUM. FRENCH DOOR & SIDE LITES, LM g 04/04/12 y In %��, ' •. G �� �� ��,��NF�•..s}'��i��� i,r �� XXO & OXX DETAILS o� JENS ROSOWSKI ' '� 0.101E a N7S = 120F15 3z N o 11005-1 � H OXXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2. 3' WOOD 3 ALUM 1.2. CONC LOAD ZONES m O y 25 = O n w x X m ' 0 y a � 0 N w xC X MAX SIDE LITE FRAME WIDTH _ III DOOR FRAME WIDTH MAX HEIGHT FRAME 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 2 7 4 1 2 3 4 2 1 71 4 12 3 4 2171412 3 4 2 171 4 1 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 4 3 7 4 2 3 4 3 7 4 2 5 4 8 8 4 2 5 21.75 59.75 79.75 83.75 87.75 91.76 95.75 4 3 8 4 2 3 4 3 8 4 2 1 3 4 3 6 4 2 1 5 5 3 8 4 2 5 5 3 8 4 2 5 27-TS 63.75 79.75 83.75 87.75 91.75 95.75 5 3 8 4 2 3 5 3 8 4 2 5 5 3 8 4 2 5 6 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 95.7.5 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 DOORAND SIDE LITETO BE DETERMINED INDEPENDENTLY. M, 1 M! S"1 20-7M- MAX- O.C. S' MAX 9' A1AX. it-�- 9' MAX. 24.314' MAX. O.C. X.. a- I +f / / \ \ SEE TABLES 1-0, K O.C. / / SHEET 2 FOR REINFORCEMENT 95AO REQUIREMENTS, EMENTS, FR M 843/6' MAX. DLO - - \ ® - / / HEIG 24-9116\ / 33-5/S- MAX. DLO\ / MAX. DLO &k 3 3 36-3/4' MAX. SIDE 71-3/4" MAX. DOOR FRAME WIDTH LTTE FRAME WIDTH 143-3111 MAX. DOOR +SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXXO CONFIGURATION HtAU nCHu ZONE"F' ZONE"F" - ZONE'O m / \ 0 m i ViX.ZOSILL NE °E°ZONEP 20-718' L,ZON BILL F� LOAD ZONES FOR.OXXO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure Roin(arcod: I Soe Shoot 2. Tobles 1 & 2 Unreinforced: I See Shoot 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. E 3) ANCHOR QUANTITIES ARE BASED ON IT SPACING AS FOLLOWS(4'MIN. O.C. FOR CONCRETE. 4' MIN. O.C. FOR CMU): JAMBS (ALL): 13-t/4" MAX. FROM CORNERS AND 23-1/6° MAX. O.C. HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS. 9° MAX. FROM ASTRAGAL CENTERS.AND 20.718" MAX. O.C. HEAD & SILL OF SIDE LTTES: 6' MAX. FROM CORNERS AND 24.314° MAX. O.C. A) 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 U TE OVERLAPS DOOR BY 314" ONCE ASSEMBLED. EXAMPLE: OXXO WITH GLASS TYPE B. 71-3/4" WIDE X 95-314' HIGH DOUBLE DOOR WITH (2) 36-3/4' X 95-3/4' SIDE LITES, ANCHOR TYPE 2 INTO CONCRETE. DESIGN PRESSURE-+34 /.34 PSF. `o SEE EXAMPLE 4. SHEET FOR DP EXAMPLE w z DOOR ANCHOR REQUIREMENTS FROM TABLE 11: m 4ANCHORS @ EACH SIDE LITE JAMB 5 ANCHORS EACH DOOR PANEL ® HEAD 5 ANCHORS EACH DOOR PANEL @ SILL 3ANCHORS EACH SIDE LITE 0 HEAD 3 ANCHORS EACH SIDE UTE ®.SILL OSEE CIRCLED VALUES ON TABLE 11. X -DENOTES ANCHOR LOCATION. oki>SaFl-w Baer No aTp..o�F xy O I F,Rim&QOate 7- y 1 H) NO CHANGES THIS SHEET. - s` AK - 0411520 11 's � Y = LU y C7 N °1n0 .0 o3 z o Ou-o S 7 w Z m 2 L d UUm ai w :3 EB "'a0 0 Wv o>w w rn as w O O �u O T.- o Z co Z W ;4 ep�5 N LL at a o 0 d Z72 'aca0 cauas 11 rNN11 �`'`�'•' tCENS �/ /�i F~.4 �• ; No. 58705 O '•. STA tlF A LYNN MILLER. P.E. P." 58705 DOOR HEAD (WOOD) BUCK, NOTE 1 DOOR JAMB (WOOD) TABLE A. SHEET 1 SHIM DGE DISTANCE MAX. SHIM !EWl JEMPEDMENT 2XWOOD DISTANCE BUCK, NOTE 1 DOOR SILL (WOOD) EDGE TDISTANCE� SEE TABLE A, SHEET 1 ixwoo EMBEDMENT BUCK, NOTE 1 nV7114' MAX. SHIM SEE TABLE A, SHEET i DOOR HEAD (CONC) EMBEDMENT IW MAX. SHIM OTEDGE DISTANCE ED '' �•' SEE TABLE A, SHEETI J: iX WOOD _j '--I SUCK,NOTE1 DOOR JAMB (CONC) TABLE A, SHEET 1 11 rtl4'MAX. SEETABLE A. SHEET 1 EMBEDMENT �•+—.�— EDGE DISTANCE DOOR SILL (CONC) EDGE EDGE DISTANCE I'�' SEE TABLE �- /-A, SHEET 1 —114' MAX. SHIM SEE TABLE A, SHEET 1 DOOR HEAD (ALUMINUM) 1/4' DGE DISTANCE STAGGERS ANCHOR A, SHEET 1 DOOR JAMB (ALUMINUM) DOOR SILL (ALUMINUM) SHIM SLE ET 1 1. WOOD BUCKS DEPICTED AS IxARE LESS THAN 1 112" THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1!2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. IF SILL ISTIGHT 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, 3W 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) "taNxtunum .. MyyUlgvm do F'bdb Ae t& 2s_o4z7•ol B>tpiiailoo Qxtr Ig/2-2 4y}dr ilu4D cow" c HI NO CHANGES THIS SHEET. - ° AK.04f1520 s" s > MO y noy w O <* O to h a}op O `- O x N O O Z W :r d a U OD°� c t6 x 'aN LOU LU h LU oz ❑ �0 CA - of ❑ u- 0 00 m ®m ❑ W y" as to U Z J 4a K to alb LL ? J K 0 0 Q ❑ l3 ollll •�sa0 soNsS 0g'l LYIV/V,y�i ` �ty'��.•'�1GENS�c''•CCfi� * N0. 58705 = it - ' -2-0 a crz %-O STATE F 4U- '/,,7'�NAL1E,,� 11111 A LYNN MIL ' P.E. P.E. 58705 a --�1 {-+—EDGE DISTANCE SEE TABLE �-�-EDGE DISTANCE EDGE DISTANCE LICK. NOOTEED7 i A HEEL t __. ,••'•''.•: ��•., �EI�dBEDMENT �— /-A•SHEET LI ,_ 114- MAX. SHIM SEE TABLE A SHEET I 1X WOOE BUCK NOTE —1/4" MAX. SHIM SEE TABLE A, SHEET 1 SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) EMBEDMENT EMBEDMENT lw MAx. SHIM 1/4' MAx. SHIM I T} SEETABLE EDGE DISTANCE I EDGE DISTANCE q, SHEET 1 nn SEE TABLE _ •.:,.^ `+.'d '•. A, SHEET V u SEE TABLE A SHEET 1 zx WOOD BUCK, NOTE 1 1X WOOD BUCK, NOTE 1� SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) rSEE TABLE A, SHEET 1 (—SEE TABLE A, SHEET 1 MAX. SHIM 1 \ ,` 1 —114" MAX. SHIM —1/4" MAX. SHIM SEE TABLE A. SHEET 1 SIDE LITE HEAD (ALUMINUM) SEE TABLE A, SHEETI 1/4' MAX. SHIM JF.GE DISTANCE E TABLE I SIDE LITE JAMB (ALUMINUM) M EMBEDMENT SEE TABLE A. SHEET 1 •` i. r'•::. EMBEDMENT EDGE.DISTANCE 2X WOOD +'.• BUCK.NOTE1 EDGE DISTANCE I SIDE LITE SILL (WOOD) "EDGEDISTANCE SIDE LITE SILL (ALUMINUM) SIDE LITE SILL (CONC) 1. WOOD BUCKS DEPICTED AS I 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 2xARE 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 ENITRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD, 3Qak FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. eL-J EXTERIOR INTERIOR -* 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE.ASHEET 1.. (ALL HEAD & SILL SECTIONS) cumpiptmt Ica mCtO & Aoac�No Ze-e`f27•bl Bx{FitRlhm B9M t�YL. `Ll.._-.._-•�-- c H) NO CHANGES THIS SHEET. - -„ AK-D4JIWG a > Y O = Elf O 1n aU.)°W O w O Z o Z U m LU = W 0 JU CDrnlp (D t0 :iN Cr J � w r a 0 O 0 ❑ r 1°.W ❑ U la Z Z w Z BJ0'S pO¢� F H �bB K Q J ❑ O °Bll 145 Is.l+°5 LYN)v�i No. 59705 st =0�'.• STATE OF %• (V�` No "'!SS'0 \IVAL A. LYNN MILLER. P.E.