Loading...
HomeMy WebLinkAboutNOA; Series FD-101 Aluminium Outswing French Doors w or wo Sidelites - L.M.IMIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami; Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-101" Aluminum Outswing French Doors w/wo Sidelites— L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. NIISSILE IMPACT DATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and OXXO configurations. The lower design pressure from table 1 or table 2 shall control. 2. Standalone X, XX and O configuration unit do not required, reinforcement (item 922)1 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 ##16-0629.17 and consists of this page 1 and evidence pages E-1 & E-2, as wrHft.tr^�� document mentioned above. The submitted'documentation was reviewed by Ishaq 11. Chanda, P.E. NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 11005--1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large. Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.(submitted Linder 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) Aix Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,. Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked —up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration' Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (51h 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). Ishaq L Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 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 "Sa#lexc 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(P edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and seated by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E. 2. New Evidence submitted A. DRAWINGS 1. DrawingNo. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC- 2014 (5Tn 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(511' edition), FBC 2017(611 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 Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 SERIES 101 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1) GLAZING OPTIONS: SEE BELOW. 2) DESIGN PRESSURES: (SEE TABLES 14 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, X_X, 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 & 6864; ELCO ULTRACON & CRETEFLEX NOA'S 8) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT (LBS/FTC) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED DESIGN PRESSURE FROM STEP 1. 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS SHEET AND YOUR GLASS TYPES, (A - D), FROM THE GLAZING DETAILS ON THIS SHEET. 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. 5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14 & 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS. 318• NOM. GLASS STACK 3/16" HS GLASS .090• PVB1 OR PVB2 INTERLAYER 118" AN OR HS GLASS--\ DESIGN PRESSURE RATING IMPACT RATING SEE TABLES -4 ON SHEET RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE Min. Anchor Frame Min. Edge Embedment Group Anchor Type Member Substrate Distance or Metal Thickness 1/4" Elco UhraConS All Concrete (min. 2.15 ksl) 13/4" 1.318" 1 F =155 ksl, F"=177 ksl Jamb Hollow Block (ASTM C90) 13/4" 1-1/4' 114" 410 SS Eleo CreteFlex& AO Concrete (min. 3.35 ksl) 13l4° 1-3/4"2 Jemb Hollow Block ASTM C90 13/4" 1-1/4" I All Southern Pine (SG = 0.55) 1° 1-3I8" F =127.4 ksl, Fu= 189.7 ksi A11 Southem Pine (SG = 0.55) 9116° 13l8" 3 #12 Steel SMS (Gr. 6) AO 6063-T5 Aluminum 3!8" 1/8" 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CODES / STANDARDS USED: 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION -2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION .ASTM E1300-09 oANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION °ALUMINUM DESIGN MANUAL, ADM-2015 oAISI S100-12 oAISC 360-10 3116" HS .090" PVB1 OR 316° AN OR HS 11T GLASS BITE Exra°R 3/8" LAMI NOM. GLASS TYPE A, (PVB1), GLASS TYPE B, (PVB2) AN =ANNEALED HS=HEAT-STRENGTHENED TP = TEMPERED GENERAL NOTES............1 GLAZING DETAILS ........... 1 DESIGN PRESSURES ...... 2 VERT. SECTIONS.............3 HORIZ. SECTIONS ........... 4 PARTS LIST ...................... 5 EXTRUSIONS ................... 6 ANCHOR QUANTITY ........ 7-13 INSTALLATION .................14-15 7/16' NOM. 13116" NOM. GLASS STACK GLASS STACK SS 118" HS GLASS 2 RN 114"AIR SPACE 3116- TP GLASS—\ 112' GLASS BITE f-3116• HS GLASS .090" PVB1 OR PVB2 INTERLAYER 10 GLASS BITE a°R 7/16" LAMI NOM. EXTERIOR � 13116" LAM[ IG NOM. GLASS TYPE C, (PVB1), GLASS TYPE E GLASS TYPE D, (PVB2) PVB1 = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC. PVB2 = .090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. PRODUC P 86VIJ3� aacveiArlM witY er F�� yydiwRCed� A�joesN� t9-O, �D Eaptnlin Date @ Z F) REORGANIZED SHEETS AND UPDATED TO FBC 2017, ADDED .� TABLE A & ALUM. SUBSTRATE.- JR 04/10/17 W 0 ❑ U) 2 w 15 O 2> ala0 p 0 CD z Ow Q CD 0 ~ m 10 c� rc (I) O J 0o a. ,a Z Z D- so ".� J w WV W t o W u 0 •oN OW J 9M0 hid• 'o. W w OZ p> V ❑ CO s u- "d of Q O O ❑ 1aa45 ® m ❑ � to U C') Z QW z along O V-• ¢ J w U K Q Z ❑ -au-0 rauag `11 r�i NY LYNAI No.58705 Is IATE RID I';.;S70NAL1E %% A. LYNN MILLER P.E. P.EJ! 58705 DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 6g - 79 3/4" 7° - 83 3f4" 1 87 314' 913/4" 1 8° - 95 3/4" 30 3710160 71 314 +76.0; -75,0 +76.0 -75.0 +75.03 -75.0 75.02 -75.0 75.0 -75.0 DESIGN PRESSURES FOR REINFORCED SIDE LITES GLASS TYPES FRAME WIDTH FRAME HEIGHT 61-793/4' 171-833/4" 1 873/4' 1 91314' 8°-953/4" 27 3/4' +75.0 -75.0 +75.0 -75.0 +76.0 -76.0 +75.0 -75.0 +75.0 -75.0 A 351/8' +75.D -75.0 +75.0 -75.0 +71.4 -71A +67.6 -67.6 +64.2 -64.2 36 314' +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 66.8 -66.6 +63.1 -63.1 B, C, D ORE 36 3W +75.0 -.0 75 +76.0 -75.0 -75.0 -75.0 +75.0 -75.0 +75.0 -75.0 FOR MAX. SIZE-5 OF UUMUINEU UN115, Stt sett I5 W-1a. 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). DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 68-793/4" 70•633/4" 87314" 91314" 80-95314" 2° 251/2" 4° 47 3W +5B.6 ; •58.6 +55.4 -55.4 +52.4 , -52.4 +49.8 -49.8 +47.4 -47.4 27112" 51 3/4" +54.9 ; -54.9 +51.8 -51.8 +49.01 -49.0 +46.6 ; -46.5 +44.3 -44.3 291/2" 55 3/4" +51.7 `:, -5t.7 +48.8 48.8 +46.1 1 -06.1 +438 I -43.8 +41.6 41.6 26 31 1/2" 6° 59 3/4' +49.01 -49.0 +46.2 46.2 +43.6 i 43.6 41.4 I -41.4 +39.3 -39.3 28 331/2" 5° B3 314' +43.1 1 .43.1 +43.1 -43.1 +41.51 -41.5 +39.31 -39.3 +37.3 -37.3 351/2" 67 3/4' +35.1 1 -38.1 +38.1 •38.1 +38.1 1 -38A +37.5 ; •37.5 +35.6 -35.6 3° 37112" g° 71 31#' +34.01 -34.0 +34.0 -34.0 1 +34.01 -34.0 +34.01 -34.0 +34.0 -34.0 DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME WIDTH FRAME HEIGHT 68-793/4' 1 70-83314- 873/4' 1 913/4' 80-95314' 10 3/4' +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 1(' +72A -72A +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 Al E , C, D ORE 213141 +64.6 -64.5 +61.0 -61.0 +57..8 5-7.. 8 +55.0 •55.0 +52A -52.4 273/4' +52.9 -52.9 .+48.8 �9.9 +472 47+44.7 44.7 +42.6 42.6. 361/8" +36.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34A -34.4 38 3/4' +34.0 34.0 1 +34.0 1 -34.0 +34.0 34.0 +34.0 -34.0 +34.0 1 -34.0 FOR MAX. SIZES OF UUMI31NtU UNI15, 5tt bHtt I5 1U-13. EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, REINFORCED, 33-1/2" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-3/4" 6B" WIDE X 85"HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE SIDE LITE (SEE NOTE 8) LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF DOOR DESIGN PRESSURE = +75 / -76 PSF SIDE LITE DESIGN PRESSURE=+751-75 PSF SIDE LITE DESIGN PRESSURE =+70A /-70.4 PSF OVERALL DESIGN PRESSURE = +75 / -75 PSF OVERALL DESIGN PRESSURE =+70.4 / -70.4 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, UNREINFORCED, 30" WIDE X 87-314" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +43.6 / 43.6 PSF SIDE LITE DESIGN PRESSURE = +47.21-47.2 PSF OVERALL DESIGN PRESSURE = +43.6 / -43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, 32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B, UNREINFORCED, 71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES DOOR DESIGN PRESSURE = +34 / -34 PSF SIDE LITE DESIGN PRESSURE = +34 / 34 PSF OVERALL DESIGN PRESSURE =+34 /-34 PSF EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-314" HIGH DOUBLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF NOTES FOR ALL CONFIGURATIONS: 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OX, XXO,.OXX, OXO, OXXO), THE LOWEST DESIGN PRESSURE SHALL PREVAIL. 2) FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 4), IS REQUIRED AT DOOR TO SIDE LITE CONNECTIONS, WHEN USING TABLES 1 & 2. 3) DOOR AND SIDE LITE COMBINATIONS FROM TABLES 3 AND 4 DO NOT REQUIRE REINFORCEMENT ITEM 22. 4) DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5) FOR DOOR -ONLY CONFIGURATIONS (X, XX), ONLY TABLE 1 IS APPLICABLE. REINFORCEMENT, PART 922, 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 TABLES, USE 33-1/2") GLASS TYPES (ALL TABLES, THIS SHEET): A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, 090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3116" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) PRODDC f REVISED escompbug • itb tie Flaidr bWlnECode Anspl�m No _o b O [ EaPb . Detc 2Z 1« �. V � sk* I oa rd G)NODHANGESTHIB BHEET.- JR - 04/10/17 z W i > y Q � •nay ig p o yo } ti S" slop op 0) O '- CD N z u� Lo m tq o O LL cc? Z Z co o oi WV cc s .� W -W �g0 •oN 'Jh10 O W > co a6 O � N ® p LLI t-vS _ cl) F� = U <A Z ¢ W 0_ alaag LL D- Z � Io wW-0 U 1 IL 3 40 10 1 2 37 EXTERIOR MAX. DLO 30 12 40 40 11 14-16,102 *DOOR VERTICA I— MAX. —I �DLO� MAX.'X' FRAME WIDTH NX FRAME XX' SECT. C-C HORIZ. MAX. _ DLO 'l REINFORCEMENT NOT REQUIRED FOR STAND-ALONE'XX' DOORS. REINFORCEMENT INTERIOR NOT REQUIRED FOR STAND-ALONE'X' /� DOORS. `l � EXTERIOR FRODUC f REYEM m cmplyin with the Flwib Ywwot ee& Acoepe¢ece Ne .t O o! Ea�trsW llet�'2 O) NO CHANGES THIS SHEET. -J.S� h JR-04110/17 a SPACING, SAME AS JAMB ANCHOR SPACING 6 j (SEE SHEETS 7,8 AND 9) 314' MAX. SL FRAME WIDTH MAX. SL FRAME WIDTH REINFORCEMENT NOT REQUIRED FOR STAND-ALONE'O' SIDE LITES. 62 NOTES: 1) CLEAR OPENING FOR'X' AND'X)C DOORS AS FOLLOWS: WIDTH: X DOORS = DOOR FRAME WIDTH - 5.640 7(X' DOOR = DOOR FRAME WIDTH 12-4.079 HEIGHT: < 0 w U w LL 7 Q a17!1 -- tQ zz N = 'asa0 z aloes J o p EL saua5 11 66 DOOR FRAME HEIGHT -3.259' ����ttt •. �YNAI 44 'pN.110ENSF•'"(( 2) SIDE LITES OVERLAP WAND -'0(' DOORS BY 314' WHEN �• .• •.tn� �^ ASSEMBLED TO MAKE 7(O','OX','OXO' ID%'O)X' AND 'OXXO'� CONFIGURATIONS. _ NO. 58705 1k ' ? �• �+- -�{ I MAX. I )-+ ~•-� 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, 'Jry ,'fir' -L1 (• ` '.(V �x)O. TES I� SEE NOTE 3, THIS SHEET 22 DLO DLO SHEET 2. ITEM 22 IS NOT REQUIRED WITH COMBINATIONS FROM TABLES 3 AND 4, SHEET 2, OR WITH STAND-ALONE U, SR4 F : �;` '••PtORIOP.•' "�� 62 SL SECT. E-E 62 66 SL SECT. F-F X' 8'XX' CONFIGURATIONS FROM TABLES 1 AND 2. '��7ss%ONAL ��G� \` HORIZ. (DOOR W/ SIDE LITE) HORIZ. (SINGLE SIDE LITE) �"""jjLE1 A. LYNN MILLER, P.E. P.E.# 58705 ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 20 21 22 23 24 25 28 SD 31 32 33 34 35 36 37 35 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 60 61. 62 63 64 65 66 67 70 71 72 73 74 92 93 94 95 96 97 98 102 1. 104 ITEMS USED SILICONE STRUCTURAL 1/4'NOM. POLYISOBLITYLEN WITH DESICCANT KODISPACE EXT. GLASS 80 4SG TPS INT. GLASS HOT -MELT BUTYL STRUCTURAL qg SILICONE FOAM 3/16"NOM. WITH DESICCANT SUPER Exr•cLAss 87 SPACERONXTTh1 / INT. GLASS ALUMINUM REINFORCEMENT 5/16" NOM. BUTYL & DESICCANT FOAM ODURASEAL� IXT. GLASS 02 SPACER INT. GLASS POLYISO- DESICCANT FILL AREA BUTYLENE 5116" NOM. SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL TM XL EDGE 83 SPACER EXT. GLASS INT. GLASS REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 ACTIVE DOOR PANEL LOCK STILE 0 O 10 ° ° O O 0 DWG POT# DESCRIPTION 943B 00411 FRAME HEAD 1010 603DO WSTP.,Q10N.19D X.375 HIGH 7070 67070K - BULB WEATHERSTRIP .187X. OK13H 955 7955X FLUSHBOLTSTRIKEPLATE 938 79:M 2 PT. LOCK STRIKEPLATE 956 7SSBA FRAME HEAD STRIKEPLATEBACKING PLATE 7832X12FP)P #832 X.500 PH. FL. MS -S.S. WISIUCONE PATCH 995 70995 GASKET ETWEEN THRESHOLD & FRAME JAMB 998 70996 GASKET BETWEEN HEAD &FRAME JAMB) 652A 6533D1S FILLER HEAD ADAPTER 11D00 6110DOM OUISWING THRESHOLD 1670 671670 WSTP, .35D RD FOAM FILL TSLOT AMSBURY032011 11OD4A 611004M OUTSWING THRESHOLD CHANNEL COVER 11001A 4110DIA ACETAL SPAGER.085 @ THRESHOLD, OPTIONAL 11D112A 411002A ACETAL SPACER.095@ THRESHOLD. OPTIONAL 11003A 411003A ACETALSPACER.140@THRESHOLD,OPTIONAL 915D sa390 FRAME JAMB OUR NG) 1010 6Q300 WSTP.,Q•LON .180 X.375 HGH 6608 66608M REWFORCEMENT, 1.000 X2750 X 0.650, 6061-TS 1140 70X112PSATS 98 X 1.500 PH SO A TIS 104a 71048 JAMB SCREW COVER CAP 030 41721N STRIKE PLATE INSERT 1118 710X34PFA #10 X.750 PH. FL. SMS 7070 8679100K a187X. BBULBWEATT ERSTIMTOP BOTTOM RAHIGH 911E ml DOOR PANEL SIDE RAIL 917 7FRMO HINGE EXTRUSION 1178 71058FP W,B 910 X.625 PH. FL SMS 913A 60379M TRUSS CLAMP 1130 6TRODA 511616 THREADED ROD 99D 799ONUTA SMS-18 FLANGED HEX NUT 814A 6D379M WEATHERSTRIP CHANNEL 7834FPT 08 X.75 PH. FL. TEK 997 70997 GASKET BETWEEN PANEL HEAD/SILL&PANEL STILES) 1023 67924G WSTP...167 X-.250 HIGH, FINSEAL 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY 1145 - 76X12FPAW 06 X.500 PH FL SMS TYPE BIDS 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 983B 6983 DOOR PANEL ASTRAGAL OIRSWWG 984B 6984 DOOR PANEL ASTRAGAL 2(OUISWING 1213 60200K WSIP.,Q•LON .190 X.200 HIGH 929 74USLOK LOCK SUPPORTASSY. 41707&41708) 1139 7634F 96 X.750 PH. FL SMS. 982 FD2PTAY 2PT. LOCK ASSY. 6R180FS RUBBERSLEEVE 930 . 41721 STRIKE PL INSERTONACTrVE PANEL _ 931 7FRSPX DEADBOLTSTRIKE PLATE 118 710X34PFA #10 X.750 PH FL SMS 957 70957X - HANDLE STRIKE PLATE 1118 71DX94PFA #10 X.750 PH FL SMS 920D 6920D SD]ELITE HEADER 921D 6921 SIDELRE SILL - - 9168 60381 SIDELRE JAMB 1155 781PQA 08 X1.000 QUAD PN. SMS 990 7996 HEAD GASKETS STOCKING#TOM 9% 79M SILL GASKETS STOCKING#70999 934A 61641M SIDELITE JAMB ADAPTER #12 X 1.OW SHEET METAL SCREW 712653K SETNNo BLOCK, 3132' X 114" X 1' W1PSA 71287K SETTING BLOCK, V16• X 11Y X 1" W/PSA 4222A 64222 BEAD. 711V' 988 69BB BEAD. SO' 988 IG BEAD 986 64986 BEAD, INTERIOR 1224 6TP247 I BULB, THICK (USED IN EXTRUDED BEAD) GLALNG SILICONE, DOW 899 OR 983 GLASS. 318" LAW -118"A,.90 PVB. a/1S'HS GLASS, 918' LAMI -1I8' HS, .80 PVB, Wig" Hs GLASS, 7I76" U1MI -3116' A..9D PVB, 3116" HS GLASS, 7116' LAMI - 3/16- HS, .90 PVB, 3/16' HS 11006A 61106A . ACETAL SPACER.295 @THRESHOLD, OPTIONAL OFF-1HE SHELF DEAD BOLT LOCK, MIN 1' THROW, GR 3 STEEL OFF -THE 17-19, AND ARE SHELF 28, 29, 56-59, NOT PART HANDLEILATCH ASSEMBLY, MIN 7116-THROW OR 3 STEEL 68, 69, 75-79, 84-91 & 99-101 ARE NOT OF THIS APPROVAL. Pert# Description MelONal 80 Kommeding 4SG TIPS Space System See this Sheel for 81 Duanez Super Spacer nXf w8h Hot Melf Butyl 82 Duanex Duraseal Spacer Maledals 83 Cal6nal )4. Edge Spacer /RODUC f RKVISW osoasplywgWLtt, �iiwi 4 AA"Wtin¢w;. 1 - 6 sa{+rd.. au,.zz F) NO CHANGES THIS SHEET. -JR 04/10/17 K 7 to •naa w o O U) �. ti aloO Q T- O v g �w 0 I a � to o OLo m LU Z {L o e� J W UOJ O 0 LLi ®� W ° �°.0 .oN I— W a ` J OMO r -' o W LD ca F O of WLO ® Q Ir 1aa45 o W (/) Z d W 0) a1°=s U LL Z Z J Q o w U -1 Q m o apLI •°sa0 —'as _- `{{{{LIIIIII1177 _ * No. 58705 ��''7`7S,1�ONAL 1�� �•``• A. LYNN MILLER, P.E. P.E.# 58705 �1.750- .062 4.000 L L-1 1.750 4.100 .062 DOOR PANEL DOOR PANEL 30 TOP & BOTTOM RAIL 31 SIDE RAIL 6063-T5 6063-T5 3.855 3.111 .550 1.400 .050 -7- FILLER HEAD ADAPTER 1 Q 6063-T6 }T � 3.000--- 1.2MWDI 79 OFRAME HEAD 6063-T6 .050 ,.079 1.489 489 I 3.000 --{ 11 OUTSWING THRESHOLD 6063-T6 1.750 4.100 .062 4.676 DOOR PANEL 44 INTERIOR ASTRAGAL 6063-T5 1.500 .125 I ,805 r- L 750 050 .883 TRUSS CLAMP 3116" GLAZING BEAD 34 6063-T5 74 6063-T5 I - 3.100 IN 5.459 6.085 60 SLHEADER 6063-T6 IA L 1.750 .062 4.675 DOOR PANEL EXTERIOR ASTRAGAL 6063-T5 050 .683 5/8" GLAZING 13EAD 76 6063-T5 79 .075 - 5.212 4.5B6 3.100 61 SL SILL 6063-T6 1-1.480 -{ 050 3.000 , L L---j 20 DOORFRAME JAMB 6063-T6 1.578 -� .890 050 3.000 62 SLJAMB 6063-T6 .050 0 1.82 2 .250-- 1 - WEATHER STRIP CHANNEL 6063-T5 0.375 2.125 tf.125 32 HINGE 6063-T5 y� f-�-.172 .683 Ll 1.092 1 74 IG GLAZING BEAD 6063-T5 .504,--►� 360 .055-►{jam-� OUTSWING THRESHOLD 13 CHANNELCOVER 6063-T6 2.980 0500 �t �2.75D�{ 1.00 SL JAMB 66 ADAPTER 6063-T6 650� 125 22 TUBE MULL 6063-T5 PRODucrREVEM m meplCypod�ewith tb* . Ao�eephom Ne 1 d O � Espir+eier Dare Z 11�t.d Rulr' 'Gerrd F) NO CHANGES THIS SHEET. -JR - 04/10/17 a" W . V Y . CD j O° O Cn T (D v ? yLa r w O Mj aw 0) 00 ZLL 3 Z w coo LLY U n W °r° ° W a J of,F- 0M0 W'T } O > Z 0 r (j) as LL O of W m 0 1aa45 F F U co Z w ZZ "Io,s O LL N J W j O U Q vaS a011 1 ­0 s `1n�i n��7j * : No, 58705 "4',, 9NAL 100\\IIIIIIII` A. LYNN MILLER, P.E. P.E.# 58705 X DOORS, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1,2, CONIC LOAD ZONES m ? X 1) Q x X m 9 X b i5 x X MAX DOOR WDTH MAX. FE GI HT 25.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 5 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 91.75 95.75 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 6 2 4 2 31.50 79.75 83.75 87.75 91.75 95.75 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 87.75 91.75 95.75 6 3 4 3 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 35.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 37.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 20-7/8' MAX. O.C. MAX A I ZONE C' 13-1/4'MAX. / z3-t/6^ O.C. / MAX. / 95-3/4" Q / MAX. / % w. FRAME z0 / N 843/8• - HEIGHT N m \ m MAX. DLO D-0 \ 40" \ \ (rYPJ \ 24-9/16\ \ MAX. DLO\ \ A -A 3 SILL `I ZONE "C' -I 37-1/2' MAX DOOR FRAME WIDTH TYP. DIMENSIONS OF LOAD ZONES FOR DOOR, X SINGLE DOOR, X SINGLE NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4- MIN. O.C. FOR CONCRETE, 4^ MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4' MAX FROM CORNERS AND 23-1/8" MAX O.C. HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9' MAX. FROM ASTRAGAL CENTERS AND 20-7/8' MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. Design Pressure See Sheet 2, Table 1 1'RODUC FREVIS� D�with the IFMeisy A�mJry�tmeeeNd17-DSa of m CS - 1 �Aw4 .opu¢ F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS ' AND ANCHOR TABLES. -JR- 04/10/17 W z V R U > v o � "aa po o W U N i a4-0 O O to O m to CD J o y w O ZLLtO J � = w 9 w C!) 9 WU 00 a W uMwp ..N I... 9M0 O rc J n a w to to LL O of t` ® m O taa45 � x � U Z Z a u�g LU of 61 O LL Q �• o U � Q ¢.,X p e1T •>se0 saves ANY LYNN �.,, ���� : ••' 1,10EN8F'• v��� * ; No.58705 7 S',jf 'ice �iS R20RIDP.•' c') '7., 10NAL1Er%,` A. LYNN MILLER. P.E. P.E.#58705 TABLE 6• XX DOORS, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3ALUM 1,2 CONC LOAD ZONES h m x x a x 5 m a _ MAX DOOR FRAME WIDTH MAx FRAME HEIGHT 47.75 79.75 8175 87.75 91.75 95.75 4 2 5 2 5 T44 2 5 2 5 2 51.75 79.75 83.75 87.75 91.75 95.75 5 1 4 1 4 2 5 5 Q43 5 6 55.75 79.75 83.75 87.75 91.75 95.75 5 4 4 2 5 4 1 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 6 5 4 3 63.75 79.75 83.75 87.75 91.75 95.75 5 5 4 2 6 5 4 3 181 5 1 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*6A 3 6 3 6 3 7 3 7 3 (' MAX. r 2 MAX. O.C. 9. I I I I �- II 3 713/4" MAX. DOOR FRAME WIDTH TYP. ELEVATION OF XX CONFIGURATION 95-3/4' MAX. FRAME HEIGHT HEAD �20NE'D" ,MAX. HEAD �H / \ 13.05" / \ O.C. Z O rOi 91-314' N � - 20.7/8' 9. 6"MAX. SILL MAX.� SILL ZONE'D" TT ZONED" LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure See Sheet 2, Table 1 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4' MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9' MAX. FROM ASTRAGAL CENTERS AND 20-7/8' MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WITH GLASS TYPE A, 63-5J4" WIDE X 91-W4" HIGH DOUBLE DOOR, ANCHOR TYPE 3 INTO WOOD DESIGN PRESSURE=-75/-75 PSF, SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 6 ANCHORS @ EACH JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL @ SILL OSEE CIRCLED VALUES ON TABLE 6. X =DENOTES ANCHOR LOCATION. PRODUCf REVWeD omP4'VS w" at iloe)d►. "�Ko. AN .t-oroy-oI Fap4a�6.11ilr� 2.2 h�.efCieMd F) NEW SHEET COMBINING SIZE ELEVATIONS. ZONE ELEVATIONS .� AND ANCHOR TABLES. -JR- 2 04/10/17 w 0 > W V Y 19 C) 0 to N Y 1 ti a N co 0 . co o-oo n :2 ZW Z to Se - J°'p LU U a LU u 'oN JMO oW a J r> a LU �' !n 00 IL 0 of ® 0 0 /aays N = 6 L) Z LU J ajo�5 O ILL F J w 7 p o U Q v Q apt �sap sauas .``'%tki YILYN N �0...... N . • . \� �'C .•' LICENSE'• * ; NO.58705 70NAttS:'�G . A. LYNN MILLER, P.E. P.E9 68705 TABLE 7: O SIDE LITE, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2.3. WOOD . 3ALUM 12 CONIC _ LOAD ZONES < 0 iu J 0 0 a, J 0 SIDE tMJ7EE WIDTH MAX FRAME HEIGHT 10.75 79.75 83.75 87.75 91.75 95.75 4 1 4 1 4 1 4 1 4 1 4, . 1 4 1 4 1 4 1 4 1 12.75 79.75 83.75. 87.75 91.75 95.75 4 2 4 2 4 2 4. 2 4 2 4 2 4 2 4 2 4 2 4 2 19.00 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 21.75 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 5 2 4 2 5 2. 4 2 27.75 79.75 83.75 87.75 91.75 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 1 7 3 4 3 36.75 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 3 4 3 Design Pressure See Sheet 2, Table 2 17-718" MAX. O.C. PRODUC r RE.VIM a+ownWY=g vAth *e Ehd& . cca NBB Awu) 8" HEAD -050 •OI . MAX. ZONE "E'� Frplr Date 4't�--- 13-1/4• MAX. al tlMt ' oet w ledl F) NEW SHEET COMBINING SIZE „ ELEVATIONS, ZONE ELEVATIONS 23-1/8" ' AND ANCHOR TABLES. -JR'- MAX. O.C. / / - a 04/10117 / � m . 84 W 95J/4• MAX. z O z N N a 2.. U' nab MAX. DLO FRAME m m w o V) HEIGHT a O y n o aroa p �¢ U3 m o0 o_ 4 O J po ay � W. AX. DL MAX. DLO U W o ®� (D ILILU s �Maa W Y' a J 9M0 O ti a a W $ I Y� SILL Z 9 to LL 3 ZONE'E" cC p - 36-3/4" MAX. IDE LITE FRAME WIDTH . ® N N O � 7534S TYP. ELEVATION OF LOAD ZONES FOR _ J SINGLE SIDELITE, O SINGLE SIDELITE, O ¢zk 4! NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE. 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-14" MAX. FROM CORNERS AND 23.1/8' MAX O.C. HEAD & SILL OF SIDE LITES: 6' MAX FROM CORNERS AND 24-N4' MAX. O.C. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. LY �• CIGENSF' * NO.58705 114ss�0lVAL1E�G��` A. LYNN MILLER, P.E. REX 58705 XO & OX, ALL GLASS TYPES ANCHOR TYPE 8 SUBSTRATE 2 3, WOOD 3 ALUM - 1,2, CONIC LOAD 70NES m m O w uJ 9 O 5 N a X Q , X m m O rn O a y 'oG X Q X MAX SIDE LITE FRAME WIDTH MAX'X DOOR FRAME WIDTH FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 4. 2 1 3 1 5 4 2 2 4 4 2 1 4 1 5 1 4 2 2 4 4 2 1 4.1 5 1 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 6 4 2 2 4 12.75 27.50 79.75 83.75 87.75 91.75 95.75 4 2 4 5 4 2 2 4 4 2 4 5 4 1. 2 2 1 4 4 2 4 5 4 1 2 2 4 4 2 4 6 4 2 2 4 4 2 4 6 4 2 3 4 19.00 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 1 3 1 4 4 3 4 6 4 2 3 1 4 21.75 31.50 79.76 83.75 87.75 91.75 95.75 4 3 5 5 4 2 2 4 4 3 5 6 4 2 2 4 4 3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 5 3 1 5 1 7 4 2 3 4 27.75 33.50 79.75 83.75 87.75 91.75 95.75 5 3 5 6 1 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 35.13 35.50 79.75 83.75 87.75 91.75 95.75 6 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 5 5 6 4 3 3 4 7 5 6 7 3 3 4 7 5 6 7 4 3 3 4 36.75 37.50 79.75 83.75 87.75 91.75 95.75 6 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 5 5 7 4 3 3 7, 4 7 5 6 7 4 3 7 5 6 7 4 1 3 1 3 4 ANI:KUK VUAry I111CJ FVK I KC UUV tt Hrvu JIVC lI I G ,v o� DETERMINED INDEPENDENTLY. 9' MAX. 20-7/e• MAx. D.C.6"MAX. 6" MAX. 3 3 13-1/T4" MAX. \ I SEE TABLES 1-0, \ SHEET FOR REINFORCEMENT C. j \ REQUIREMENTS. ® \\ 84 3/B' MAX. DLO / E-E / 4 24-9/16° 33.5/8" /MAX DLO MAX. DLO MAX B-B 3 3 R 73-112" MAX. DOOR +SIDE LITE FRAME WIDTH 23-1/8' MAX. O. WIDTH 13-1/4" 37-1/2' MAX. DOO FRAME WID 95-3/4 • MAX. FRAME HEIGHT 36-3/4° MAX SIDE LITE FRAME WIDTH TYP. ELEVATION OF XO CONFIGURATION r MAX. NE "� HEAD 6" MAX I C \ m w \ z N / � 9' MAX ��L z4.3/4SILL ZONZONE E LOAD ZONES FOR XO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE (OX SIMILAR) Design Pressure Reinforoed: See Sheet 2, Tebles 1 & 2 Unrelnlorced: See Sheet 2, Temes 3 8 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4• MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13.1/4" MAX FROM CORNERS AND 23-1 fB" MAX O.C. HEAD 8 SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-314• MAX O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. ��, )7•oSa4•a�l �:��ayss 6bedz EXAMPLE: 6Yfu€ic�: XO WITH GLASS TYPE B. 36" X 84° SINGLE DOOR WITH 36" X84' WIDE SIDE LITE, ANCHOR TYPE 3 INTO CONC. DOOR DESIGN PRESSURE =+75 /-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 @ HEAD 3 ANCHORS @ SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 8. X =DENOTES ANCHOR LOCATION. F91) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 w z Y CD > ai O LU p o v o O W U� el°p CD "4 M ¢ of K U 'o O ._j 0 z � 0 w � Ld UU GO-• J 7 xe I w W Y S2 w uMwp r- > `U J w to O Z p) V p U °a U- O U o laav5 ® W O 0 U v W v Z z W -LL elnag o LLL X J O O °d C) °nl 'asap sauag 0 I IY LYN � �'��•'' L10ENgF •• �(/ �� _ * : NO.587,05 �o Is - �►; ,�'• sm s, 0AIAL IV� O A. LYNN MILLER, P.E. P.E.II 58705 OXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 213. WOOD 1 3 ALUM 1,2. CONC LOAD ZONES °o m O W J W a O iL J N 3 x m m O W J uJ 0 O iJJL J w 3 x MAX SIDE LITE FRAME WIDTH MAY W DOOR 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 "3 4 2 7 4 2 4 2 7 1 4 2 3 4 2 7 4 2 5 .4 2 7 4 2 5 19.00 29.50 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 1 4 2 3 4 3 1 8 4 2 5 4 3 8 4 2 5 4 1 3 8 4 2 5 21.75 31.50 1 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 10.1 4 2 5 27.75 33.5D 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 F4 2 5 6 3 10 4 3 5 6 3 1101 4 3 5 36.13 35.50 79.75 83.75 87.75 91.75 95.75 6 4 8 4 1 3 5 6 4 8 4 3 5 7 5 8 4 3 1 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 11 5 10 4 3 5 ANCHOR QUANTITIES FOR THE DOUR ANU slUt Ll I E I u BE DETERMINED INDEPENDENTLY. 20-718" MAX. O.C. 6' MAX. 8° MAX: 6" 6" MAX. �B 24-3/4' MAX. O.C. MAX. ~- 3 3 13-1/4' MAX. / / 23-1/9' / MAX. O.C. / / © 953/4' MAX 84318" ® FRAME / MAX. DLO HEIGHT E \ E4 4 \ 33.518" 24-9/16'` MAX. DLO MAX. DLO \ 363/4" MAX. SIDE .{� 37-1/2' MAX. DOOR I B3 ME LITE FRAWIDTH FRAME WIDTH 109-1/21 MAX DOOR+ SIDE LITE FRAME WIDTH NOTES: TYP. ELEVATION OF OXO CONFIGURATION (NOT AVAILABLE WITH REINFORCEMENT) HEAD � HEAD HEAD ZONE'E" ZONE 'I' ZONE °E° / m / w N / / \ SILL SILL SILL LOAD ZONES FOR OXO CONFIGURATION w N Design Pressure Reinforced I WA Unrdnforced: I See Sheet 2 Tahles 3 & 4 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4- MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4' MAX FROM CORNERS AND 23-11W MAX. O.C. HEAD & SILL OF DOORS: 6- MAX. FROM CORNERS. 9' MAX. FROM ASTRAGAL CENTERS AND 20-716" MAX. O.C. HEAD & SILL OF SIDE.LITES: 6- MAX FROM CORNERS AND 24-3W MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 314" ONCE ASSEMBLED. PRODIIC PQEy►bw Nll Wllh Ot ✓PlOdk Aalµ��eeNa I -d y'•O 1 6�P O ne Z a" 4u- Mtwr f4t4 4e[CeMd F) NEW SHEET COMBINING SIZE m ELEVATIONS, ZONE ELEVATIONS ' AND ANCHOR TABLES. - JR- 04/10/17 Y 0 W > C) Aea o O 0 - H aloe O C7 N ? y a Of o O z W m �_ a: La�� 6 �e W _ IF < W uaaip .oN JMO ~O W 2 J n>a LU O Z Ol V I] fn ay W O D: O laa4S ® v7 U U) Z WJ aloa5 O LL W J K 0 w U Q O 0 allll ase0 saue �.o�NY LYIVN/ 't uGEN3F Ze * : No. 58705 c ,��r/nlltitll A. LYNN MILLER P.E. P.E.# 58705 TABLE 10: XXO & OXX, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE Z 3, WOOD 3 ALUM 1,2, CONC LOAD ZONES m ' iu J o w _ m X 5 J Q w _ LL J c w_ m iu J o m Q x i� J `No w _ �C 4 0 w_ x MAX SIDE LITE FRAME WIDTH . MAX 90C DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 4 3 6 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4: 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 6 4 7 4 2 4 3 5 19.00 55.75 79.76 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 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 91.75 95.75 5 3 5 5 8 4 2 4 2 3 5 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4 2 4 3 5 6 3 6 5 8 4 3 4 3 5 6 3 7 6 10 4 3 4 3 5 36.13 67.75 79.75 83.75 87.75 91.75 95.75 6 4 6 1 5 8 4 3 4 3 5 6 4 6 5 8 4 3 4 3 5 7 5 6 5 8 4 3 4 3 5 7 5 7 6 10 4 3 4 3 5 7 5 7 6 10 4 3 4 3 5 36.75 71.75 79.75 83.75 B7.75 91.75 95.75 6 4 1 6 5 8 4 3 4 3 5 6 4 6 5 9 4 3 4 3 5 7 5 6 5 9 1 4 3 4 3 5 7 5 7 6 10 4 3 4 3 5 7 5 1 7 1 6 1101 4 3 4 3 5 DETERMINED INDEPENDENTLY. 9' MAX. 20-7/6• MAX. O.C. 6' MAX. 9" MAX A -A 3 L 23-1/8" MAX. O.C. 4 24314" MAX. O.C. B43 6' MAX. 23-118" / / \ \\ SEE TABLES 1-4. SHEET 2 FOR MAX DLO O REINFORCEMENT / \ REQUIREMENTS. 95-, MA O / FRF \ / HEN 84�1 / MAX. CEO / E E / q 24-9/16\ / 33-W MAX. DLO\ / MAX. DLO Design Pressure Reinforced: See Sheet Z Tables 1 12 Unreinforced: See Sheet 2, Tablas 3 & 4 14" K. �tE HT A BB 3 3 36-3/4" MAX. 713/4' MAX DOOR FRAME WIDTH SIDE LITE FRAME WIDTH 107.3/4" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF XXO CONFIGURATION NOTES: (0)X SIMILAR) 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE HEAD DESCRIPTIONS. �ZONED'D"� ZOt.� ZONE., LU o N / / \ \ w o N co �� n•�� SILL c^C"�7(1Nc"F^� SILL LOAD ZONES FOR XXO CONFIGURATION (OXX SIMILAR) 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4' MIN. O.C. FOR CONCRETE, 4° MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4' MAX. FROM CORNERS AND 23-118' MAX. O.C. HEAD & SILL OF DOORS: W MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/W MAX O.C. HEAD & SILL OF SIDE LITES: 6' MAX. FROM CORNERS AND 24-3/4' MAX O.C. 4) FOR SIZES NOT SHOWN; ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 314- ONCE ASSEMBLED. "KftC P REVaM with theF]adL AwiWufe No 1 O Sb 4. 0 1 S�p7rntlr 0.tcG 1�-L Fa4w PA& eef Ceefml F) NEW SHEET COMBINING SIZE ELEVATIONS. ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10117 w ? Y U > a 0 c'i ?� o O O J OO ay L'm W Z 2 LL ®rc Wp O < J to w -� .(g --Cl 'oN ~O W J JMO : a n a 0 Z co, W ❑ Lo to 05 LL O N_ N O J laa4S ® m � ❑ Q W U F• Z < ILI ILI xxLU X a/aas O LL O J O Uj U J Q ❑ 646i a111 'asap \``11\111 111 Ltttt/ LY- N& * : No.58705 �s « ; �0,� . s A o A. LYNN MILLER, P.E. P.E.# 58705 OXXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1 2 CONC LOAD ZONES m O in N O f.JJ` J V) x�c X m O iu J N O eJJ` J MAX SIDE LITE FRAME ,WIDTH M DOOR FRAME WIDTH MAY FRAME HEIGHT 10.75 47.75 79.75 83.75, 87.75 91.75 95.75 4 2 6 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2 1 71 4 2 .3 4 2 7 4 2 3 4 2 7 4 23 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 4 3 1 71 4 12 1 3 4 3 7 4 2 5 4 3 8 4 2 5 21.75 59.75 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 r4 2 3 4 3 8 4 2 5 5 3 8 4 2 5 5 3 1 81 4 1 2 1 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 1 81 4 1 2 1 3 5 3 13 1 4 1 2 1 5 5 3 8 4 2 5 6 3 8 4 3 5 6 3 10 4 3 5 36.13 67.75 1 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 1101 4 1 3 1 5 7 5 10 4 3 5 36.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 4 9 4 3 5 7 5 9 4 3 5 7 5 10 4 3 7 5 10 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. Mu 2 MA .2(-WW MAX. O.C. 1 _ s' {-.{ . III 9' MAX 9^ MAX. 91 MAX. za3/a• MAX. O.C. X If� B-e I I 3 3 1-118' K. O.C. / / \ \ SEE TABLES 1-4, SHEET 2FOR 95-3) REINFORCEMENT MA) REQUIREMENTS. FRA1 84.318° MAX. DLO p / HEIG \ / / /E4E 24.9/16\ / 33-5/8' MAX. DLO MAX DLO\ / B-B A -A 3 3 363/4' MAX. SIDE 71-314" MAX. DOOR FRAME WIDTH LITE FRAME WIDTH 143-3/4' MAX. DOOR +SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXXO CONFIGURATION I ntnu ZONE °E" ncHu ZONE'F" nv.v ZONE'F" ZONE'E' 23.1/8" / \ m / / \ \ m z Z O / \ N Sam V.X. 9. MAX. SILL ZONE 'E------ I III20-718" ZONE F'SILL _ G' MAX. SILL t ZONE"P 24.3f4' �{ j+ SILL ZONE'E' LOAD ZONES FOR OXXO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure Reinfireed: See Sheet 2, Tables 1 8 2 Unrelnforced: I See Sheet 2, Tables 3 8 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 1• 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 IALLY. 13.1/4" MAX. FROM CORNERS AND 23-1/8" MAX.O.C. HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9- MAX FROM ASTRAGAL CENTERS AND 20-718' MAX O.C. HEAD & SILL OF SIDE LITES: 6" MAX FROM CORNERS AND 243/4' MAX O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. EXAMPLE: OXXO WITH GLASS TYPE B, 713/4" WIDE X 95-3/4' HIGH DOUBLE DOOR WITH (2) 353W X 95-3f4° SIDE LITES, ANCHOR TYPE 21NTO CONCRETE, DESIGN PRESSURE=+34/34 PSF, SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 11: 4 ANCHORS @ EACH SIDE LITE JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL @ SILL 3 ANCHORS EACH SIDE LITE @ HEAD 3 ANCHORS EACH SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 11 X =DENOTES ANCHOR LOCATION. ➢ROaHI"EvIlm pIyw C bd&z lL&11Y r6r its AoeeraneCNe � -oS� -0 1 FA*ae"ple 22 itlJ lM V VMdWt CeaN! = F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS 'u AND ANCHOR TABLES. -JR- ¢ 04/10/17 W ? N Y O > „ab w o p W No o N elo0 O (90 .IT g In Q' o J cr) ca a) o Z L Q o � -Wi = ui D ' V) AB W U W 1 � W `1-0 -oN O[a J OMO I- > iu Lo O Z W 0 LL N O a5 � ® N O Iaa4S = U Z 'a ~ a1oaS O Ll W H Q J w O U = X Q O � aR1 'a�0 saua ```71111 u!I/r/iii Qom: ` �1 sF •' :�F * N0. 58705 • S TT� F ZORIDN ONAL A. LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE _ EDGE 2X WOOD SEE TABLE DISTANCE1. EDGE DISTANCE BUCK, NOTE il A, SHEET 1 ' SEE TABLE 1X WOOD :,.•..'ti; ye .•-.i EMBEDMENT /-A, SHEET I BUCK, NOTE ✓/ MAX. SHIM DOOR HEAD (WOOD) EMBEDMENT 1/4' MAX. SHIM STAGGERED ANCHORS EDGE DISTANCE 2X WOOD -T BUCK, NOTE DOOR JAMB (WOOD) A, SHEET 1 —1/4" MAX. SHIM SEE TABLE A, SHEET 1 DOOR HEAD (CONC) EMBEDMENT . 1/4" MAX. SHIM i' EDGE DISTANCE STAGGERED ANCHORS SEE TABLE A, SHEET 1 1X WOOD j BUCK, NOTE 1 DOOR JAMB (CONC) r-SEE TABLE A, SHEET 1 1/4" MAX. SHIM SEE TABLE A, SHEET 1 DOOR HEAD (ALUMINUM) 114" MAX. i r STAGGERED ANCHORS EDGE DISTANCE - SEE TABLE A. SHEET 1 DOOR JAMB (ALUMINUM) 1/4" MAX. SHIM � � �1/4" MAX. 1/4" MAX. SHIM i t SEE TABLE �. SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT " EMBEDMENT O , EMBEDMENT WOOD EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE BUCK, NOTE 1 DOOR SILL (WOOD) DOOR SILL (CONC) DOOR SILL (ALUMINUM) 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. � EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) /// PRODUCf'REvnw os ompbugwift ft f odu AeW.ftN 17-0 75b.ol Eaplraala� Daee 7 CLARIFIED DETAILS, 7ALUMINUM.-JR-04110l17 i `1 U w o a/°0 W CD N g �w IX N 0M a O ZJ LL 'Ap 2 co Z W o = W WU W -! LU uxo�0 roN F- W .�'. 8 J JMO tD > W O Z W V 0 — ,� J O W 7aaY5 ® 00 In -i w a U W M J O u- Z w 0: U Q O � aIg .-0 sauag C...... No.58705 TONAL IE,G A. LYNN MILLER P.E. P.E.# 58705 2X WOOD BUCK NOTE 1-1 EDGE DISTANCE F-7 DMENT "---1/4" MAX. SHIM _ SEE TABLE A, SHEET 1 SEE TABLE i-� EDGEDISTANCE A, SHEETI I • � •• EMBEDMENT 1X WOOD 1/4' MAX. SHIM BUCK NOTE 1 SEE TABLE 17 A, SHEET 1 SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) EMBEDMENT -+— EMBEDMENT 1/4" MAX. SHI[ 1/4° MAX. SHIM SEE TABLE EDGE DISTANCE EDGE DISTANCE A, SHEET 1 A, SHEET 1 A, SHEET 1 O Q SEE TABLE A, SHEET 1 2X WOOD BUCK, NOTE 1 1X WOOD BUCK, NOTE 1 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) rSEE TABLE A, SHEET 1 F—SEE TABLE A, SHEET 1 3E DISTANCE 'E TABLE SHEET 1 MAX. SHIM E 1 SIDE LITE HEAD (ALUMINUM) SEE TABLE A, SHEET 1 1W MAX. SHIM EDGE DISTANCE SEE TABLE A, SHEET 1 SIDE LITE JAMB (ALUMINUM) rSEE TABLE A, SHEET 1 1/4" MAX. SHIM 1/4" MAX. SHIM 1X WOOD BUCK, NOTE 1 1/4' MAX. SHIM SEE TABLE EMBEDMENT SEE TABLE A, SHEET 1 A,SHEETI '1 ' EMBEDMENT F-, 2X WOOD EDGE DISTANCE BUCK NOTE 1 EDGE DISTANCE SIDE LITE SILL (WOOD) �---EDGE DISTANCE SIDE LITE SILL (ALUMINUM) SIDE LITE SILL (CONC) 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE 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. <7EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) ✓ ►ROBUCPBEVEM sscwWlownyyb *"mtNd� we AcapS.No 1%-0N"'b q.OI eN�Dal22 .d p+Ar (.wtrd F) CLARIFIED DETAILS, ADDED •O„ ALUMINUM. - JR - 04110117 C z `to"aa Y 0 ai W co to a LD z j i� D Z O j o LL CO 5 7LU Z W ®-¢{ WU �a W wrap °N •JA10 OW ^ Cl >a J w U) to 0 0 to raay5 ® O � U N Z a W Z arms O LL I--• J U W O Q O to apl rosap saua5 `��1111rnrii� ��`` ��1Y LYNN '''• ` M `�_'��•'t1GENSF'•%� * ; No.513705 I� 4_ WS •••. �F /0NAL 1ENG`. A. LYNN MILLER P.E. P.E.0 58705