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HomeMy WebLinkAboutNOAmmmullbk SEEM MIAMI-DADEIR e DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 PGT Industries, Inc. 1070 Technology Drive SCANNED North Venice, FL 34275 BY SCOPE: St. Lucie County 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 describe ed to the Florida Building Code, including g Velocity Hurricane Zone. "BR-710" Aluminum Horizontal Rolling Window APPROVAL DOCUMENT: rawmg o. , onzontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptant an expiry on iami-Dade my Product Control Section. MISSILE IMPACT RA Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a perm— en anu acturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise 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 NOA416-0714.13 and consists of this page I and evidence pages E-1, E-2 and E. as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia . NOA No. 17-0411.06 MIAMMADE COUNTY Expiration Date: December 21, 2021 " ' ' SI f.q Zo I % Approval Date: August 31, 2017 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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 a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL Edger" spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.13) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) orge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014) and FBC-6th Edition (2017), dated 03/31/17 and revised on 07/28/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- 6' Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted underprevious NOA No. 16-0714.13) rge M. Plasencia, P.E. Pro¢ tct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNTINUED) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window— L.M.I., approved on 09/01/16 and expiring on 12/21/21. orge M. Plasencia, P.E. P7cfuct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-3 GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW IWN RATING I msmNpmmuREmA 1 LAZ NG9PTiQ ETAILS ON SHEET 2). AIWAMRES nsslF vauEs SMR T1oN5, AS/16'1 GOF(2)LITES OF 1/8" ANNEALED GLASS WITH A,GW PVB INTERLAYER. IMPACT RESISTANT SEE sxEETe B. fi 1It LAMI CONSISTING OF (1) Lf I L OF 118" ANNEALED GLASS AND (1) LITE OF i/S' HEAT STRENGTHENED GLASS WITH A.O80" PVB IMERLAYER C. 51/6' LAMI CONSISTING OF (2) UTES OF 178" HEAT STRENGTHENED GLAS5 WITH A.09D' PV13 INTERLAYER D. 7116- LAM] CONSISTING OF (2) LfTES OF 311W ANNEALED GLASS WITH A.09P PVS INTERLAYER E. 7116' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH A.097 PVB INTERLAYER F. 7116' LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITHA.090' FVB INTERLAYER G. 13118" LAMI 10: (1) LITE OF 11W OR 3118'ANNEALED (MIN.) GLASS, Stier OR Stir AIR SPACE AND 511W LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A.090' PVB INTERLAYER. H. 1306' LAM] IG: (1) LITE OF 118" OR 3/111• ANNEALED (MIN.) GLASS, 5118' OR 3/8• AIR SPACE AND 5116' LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF 11V HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER. I.13116- LAMI IG: (1) LITE OF 1/8' OR 3MW ANNEALED (MIN.) GLASS, 6116' OR 3/8' AIR SPACE AND 5/1W LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A.090PVB INTERLAYER. J. 13116r LAMI IG: (1) LITE OF 1B' OR 3116' ANNEALED (MIN.) GLASS, 3116' OR 114' AIRSPACE AND 711V LAM[ CONSISTING OF (2) LTTES OF 3/16-ANNEALED GLASS WITH A.090" PVB INTERLAYER K. 13116" LAW IG: (1) LITE OF 1/8- OR 3116' ANNEALED (MIN.) GLASS, 3116" OR 1/4r AIRSPACE AND 716' LAM[ CONSISTING OF (1) LITE OF 3116- ANNEALED GLASS AND (1) LITE OF W16" HEAT STRENGTHENED GLASS WITH A.09W PVB INTERLAYER L. 13116• LAMi IG: (1) LITE OF 11W OR 3/18" ANNEALED (MIN.) GLASS, 311W OR 1W AIR SPACE AND 7116" LAMI CONSISTING OF (2) UTES OF 3116" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER 2. CONFIGURATIONS: ( XO XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET8) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 4. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. S. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTLAM, FTL-0858 AND FTL-5330. ELCO ULTRACON NOA'S ANSOAFBPA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZA13OVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. TABLE 1: Anchor Group Anchor Type From Member Substance Min. Edge Dlemnce Min. O.C. Disfanw Min' Onbedmentor Metal Thieknaee A 12, Steel SINS r.4 aria beyond [net91substime) AO out acli Pro 716• 683-75Aluml ww g/18' 118' teal Stud wl8 Gl18• 0.045 i8G9 B 1/4' Elea URmOon® Jamb HPIlm Black AS7M C90) 14/4" it 1-T4" All Concrete in. 285 kal 1' 4" 13/4" All Southem Plne 8G= 0. 1" 1' Iva" 104' 410 SS Eko CreteFle4 G1 AD 6auttrem Pine (SG = 0.55) P 1" I've, C UV 4f0 SS Man CraleFlex I& 'lamb !'.pilaw Bloek, (ASTM C90) 2-1/2 e" 1-114" All Coneiele (mtrt 3.35 ksp 2-112' 4' 1�14' TAR[ P 1- Material Mo. Fr 1An. F. Guel Screw NkG 120 b] Elco WtheCon 0 155 kel 177 mi 410SSEko ChnaF1wD 127A kal 186.7 kal 8083•TSANmMum 181mf 22 60 MAli orn OMI 301a1 ASS Sled 38 kel 58kai Gnm SUMStud mkol 0w 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OFTHE LOWEST LETTER FORALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. WDE5/ STANDARDS USED: •2017 FLORIDA 811"NG WDe(FR0), 6TH MRION •20f4 FLORIDA BUILOmG WOE (FBC), atH EDRION •ASR4 E100D9e •ANSVAFBPA NDS-Wits FOR W WD WNSTRUCf10N •ALUMINUM DESIGN MANUALADW2015 •A1618100-12 •A64C 10 NLh\Ji2PI'ml�' GENERAL NOTES ............. I GLAZING DETAILS .......... _ 2 ELEVATIONS ........... ...... .. 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS ............ 4 CORNER DETAIL ............. 4 PARTS LIST ....................... 6 EXTRUSIONS .................... e INSTALLATION .................. 7 DESIGN PRESSURES ....... 8 ANCHOR GUANTITY......... 9-11 PRODUCT REVISED to pamPNAnA vAth the Dadda BuildlnB iioodd NOA.No. 17-0411.06 Expiration onto 1212112021 arzwn: NEvi uvaR,snEE7 RECRGANPAIIDN,uPOArea N1CNON aJGMAYPERFBC 20t7, CMANGm ANCHGRTYPEe av 3 oc 0 0 0" Brcrc N N Uwd mRa U n� u�0 O I K ^ I G O O z m z wif o = o ` w u i W NOM. GLASS BITE ✓ 7/16' LAMINATED GLASS < ` EXTERIOR INTERIOR (ALL SECTIONS) 1/2' NOM. GLASS BITE 1311W LAMI IG GLASS WI 7/16" LAMI I A. 5116'LAMI /8"X.09("PVB, 1/8"A) (1/a' A,DW PVB, 11W HS) C. 6118" LAMI -(118" HS,.OBO" PVB, 1/8" HS) D. 7116' LAMI-(3/16' a.090' PVB, 3/16' A) E. 7116- LAMI-(311WA,.090" PVB, 3116' HS) F. 7/16- LAMI -(3116' HS,.090' PVB, 3N1P HS) G. l.VIW LAMI IG- IlW OR 3/16-A (MIN), 5/16" OR 30 SPACE, 506" LAMI - (1/8' A,.080' PVB, le A) H. 13116' LAM] IG -1/B" OR 311V A (MIN.). 5118' OR 3/8" SPACE, W16" LAMI - (1/3-a-090' PVB, 118" HS) I. ISMS' LAMI 10. 1/8" OR 3/16-A (MIN.), 5/16' OR.VW SPACE, 6116-LAMI -(11W HS,.000" PVB, 118' HS) U. 13/16' LAM] IG-1/6' OR 3116-A(MIN.). 311U' OR 1/4' SPACE, 7/1W LAMI- (3/16- A,.090' PVB, W16' A) K. 13116" LAM[ IG- 1/8'OR 3/16' A (MIN.), 3118. OR 1/4' SPACE, 7/16- LAM[ - (3/1(" a.090-, 31`16" HS) L. 13/16" LAMI 10 - 98" OR 3/16" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI. (3116" HS-090', 3/16" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G- L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. -PUB' = KURARAY TROSIFW PVB INTERLAYER 1YRH DESICCANT KODISPACE 4SG TPS BUTYL& DMICCANr FOAM Exr. GLASS , DURASEALO eT SPACER BUTYL STRUCTURAL SILICONE FWrIH DESICCANT 3'�are1�CCGF SUPER SPACERONXTW IM !CEMENT ppLyI46 DESICCNIT FILL BUTYLFNE 916'NL SEAL 91 CQNE ROLL-FORAIED STANLE55 STEFL E%T. GNSS ilI1SS INr. GLASS XL EDGE'" se SPACER Part# Dendplion Meter(ot 85 Komine18ng4SGTPSSPacer6ystem 86 Oua0ex Super Spacer nXT With Hot Melt Butyl See this Sf eM r-r 87 Q6arIBx DUMS021 Spacer Marshals 88 CardinaDL Edge Spacer PRODUCT REVISED ea camplHng w1IM1 1M10 FIa�I4a aui141na t dd Now -Nu 17-0411.06 E�Irerrnn omo 102112021 ey Ir, n Connol �Y1u17: NEW &NEEf . p = 0 O 00 0 N IU Ir- 000 W O 0 n, N C p nqv LL Q D Z z p "ONY LYNN,y'''.� , w LML -MM MAX, DLO VENT 64 6116" MAX. DLO FIXED —II— I 0 x x IC 11p• MAX WIDTH I.F. FRAME it I+--111' MAX. WIDTH FLANGE FRAME /33ILD F MAX 33 LO V MAX. �— DLO FUa=D D DLO VENT A I A 67 38' 5 MAX NA1 DLO ALL DLo ALL FDTD / VENTS 62'MAX, LITES I.F. FRAME \I I X CON ALL 73" MAX WIDTH I.F. F 74' . WIDTH FLANGE FRAME — AIL A - OX OR XO 273l6' MAX.27 DL 1 1 MAX. DLO AX. DLO VENT FIXED p p S E PRODUCT REVISED IW,ldln wlw the ilarW 2 m,-N1 17-041 eouamn Date 12/21/2022021 I I By Mlam ucl Canal X arzam:ND CH4Hpes rxis SHFET. r 857/16 MAX WIDTH I.F.I 8 7I16-MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, SY MAX SEALANT OR GASKET FLANGE AT HEAD AND SILL �tLE —� q3 I I.F. FRAME �J 13 FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) E m = O tDrSlw d �p� IpzS !a F a rm w arnD � Z $ w •- 8 m LL O B+ Z N F N N Z �9 ` o 0 o = F � o n J 6 � w nI�1 -z MAX HEIGHT FLANGE FRAME MAX VENT DLO MAX FIXED DLO INTERIOR INTERIOR MAX. VENT DLO ,• i F� MAX FD(ED DLO MAX VENT OLD MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION B-B (HORIZONTAL SECTION -XOX SHOWN WITH FLANGE FRAME) EXTERIOR `J SECTION C-C (VERTICAL SECTION, FLANGE FRAME) INTERIOR MAX FIXED DLO --I ) — MAX VENT DLO �{ MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) INTERIOR SILL SECTION, I.F. FRAME) EXTERIOI HEAD SECTION, I.F. FRAME) PRODUCT REVISED .pbh,n Md M. Mdda G CG 33 xaA-xa. 17-0411.06 EryImOon Oam 12121P1021 3f1NiT: NG CHPNGEStl95 SHEEP. Ino�c mw v: DWG# 116(RiP'HO1Y MAIL P47W 1 41M A FLANGEFRAMEREAD 606346AL 612237 2 4025 SASESPOP STD. CANTIIIE'C[IP 6063-TSAL 612244 3 08X3/4FH.PANHEAD I 7934AA 4 4053 SASH STOP ODVIR ASHSTO 6063-T5 AL 6 7 4136 4137 FLANCBFRAMESEL SELADAPIDR 6083-TEAL 1 64136 6063-TEAL 1 64137 8 4131 RDIIFRTRACX MWTEAL 1 64131 10 71298 WWROIHCOVER PCR.YPROP. 71M 12 1626 ADfffiIVEOPENCEILFOAM PAD 7PAD3626 13 40M A FLANGEFRA. MIAB GASHMFORMAINFRAMESHLR]Wf 6063•TSAL 612225 14 4134 74134W/% IS 1155 68XL000 ADPN. SMS 78 16 4110 G SCREENADAPTOR 6061-TS AL 641100 17 4054 B FOCEDN EMORA1L 606IIB}T6AL 64DSOA 19 4066 W STP. 187X 230 FEN SEAL 64066E 21 4105 SASH TOP&BOTTOM RAH. 6063-UAL 612240 22 160 WSTP X270RACY FINS&AL 61683G 23 225.1 ROIIERHOUSOMM&GUmH 42112M 24 226 BRASSROPIERWHEFIS HDRI7.ONCALROU.ERSASHTOPUME BRASS 7BRWH12 29 4US PMVPROP. 44128N 32 4005 D SASHMEHMRAE. W'K7.170X2MBA FINSEAL SWEEPIATYH 6063HS-T6AL 64006 33 1295 67S160 35 I096 DIBfYIST 71096 36 1016 #8XM5PRFLSMS 7855' 37 4126 SASHSIDERAIL 6063-UAL 64126 38 1683 WSD.'. X27DBA FINSEIL BULBWFAT43ERSTRIP.187X 275 61683E 39 7070 67070K 40 LIFTRAH.CYIVEI(GAP 740WC'LORR 41 4139 IF.FRANIM EAD 606TW— AL 64139 42 4140 IF.FRAMBSEL 6063-T6AL 64140 43 4141 LF.FRAMBIAMB 6063-TEAL 64141 50 CHA22NOSE2COKE DOW 7918999950RC$7700 51 1224 VRiYLGAZINQBEADBMMMD67P1A7W 52 1225 V1NYL(3AZINGBPADBULBclum 617248K 53 4039 B GLAZINGBHAD-S/l6" 60(&TS AL 64019E 54 4 444 B (3LAZINGIMAD-5/16" WIG UILMUT 6063-UAL 644703 55 4222 A MA22NGBEAD-7116" 6063-13AL 64m 56 985 C GLAZWGBPAD-7/16' W/(RIILICTT 606;.TSAL MISAL 6985 59 4067 GIAZINGBEAD-W16' 64067 6D GLASS 5/16" LAMI US' A .090PVB, 1/8" A 61 5/16" LAMI 1/F A .ODDPVB 118" HS 62 5/16'IAMI IX HS.090PVB 1/8" 63 7/16"LAMI 16"A.090P 3116'A 64 7/l6'LAMI 1CA.09D 3/16' 65 7/16" LAMI 16' .090 3116" HZj DW(Yi DESCRIPTION MATT. pm pm66 CRASS 13116'LAM[IGUB'A 3/8"ARSPA LI6 IAM1 UB"A,MDP I/8"A 67 1 J131ir IAMUG11VA (MIN. 318" AIRSPACE 3/16' L1MI WA .090 US"1R 68 116' IAMIIG3(e"A 3/8" AIRSPA 5116' IAMI l�' .090P 1/8"BS 69 IV 0 LAMIIG3/l6'A YI6'AIRSPAM5/i6"LA?M Y9-A,.090P U6"A 70 13/16'IAMIIG9/ICA IN.,5116'ARSPACI5.VITIAMILVA.090P IlVHS 71 IS! 6'IAMIlG3/l6"A IN. L16-ARISPACHS/16'IAMI U8" A90PVB Ue° 72 LV16'IAMII&IlrA IN. 1WAIXWACH7/1B IAMI 16°A..070PY$3/16'A 73 113110 LUUIG1/8"A .. U4' AIRSPA 7/16" LLMI 11G .630 3/l6' 74 W16"LAMIIGUB"A IN.,14"AIRSPA 7/16'IAMI 16'H9.090PVB3/16"HS 75 If 6 fAMIIG3/l6'A 3/16• ARSPA 7/16' 7AMI 6°A .0O 3/16A 76 WIVLAWIG3/IG'A .. UWAIR SPAM 7/I6'IA11H QWA, MPyki, 3/1G 77 W19[AMLIG3116'A ..3116-AR SPAM WIT LVa ICH5100 31I6' 90 1014 SCHI NFRAMB R&VER 3105IH4AL 91 1630 SCRBIN CDRNDLXHYW/RE4CR SCCRE I WRNFRICEYW/Oi1T RWGS SCREXURING POLWMF. 92 1631 POLYPROP. 93 1073 STST. 94 1(24 SCFMSPLINE..135DIA.EOAM HMPVC 95 1635 SCREENSPLDM-.135DIA. HARD FM PAC 96 SCREEN . C7D773 4 UF94AR FRAME JAMB #4141, 6D63-TO 2.710 24 8 I.F. FRAME HEAD 64139, 6063-M 42 I.F. FRAME SILL 94140. 606&Te PRODUCT REVISED p Inp wIM We Flotltla Bu1121n9 atle NaN-xe. 47-0411.06 Egtratloa Palo12212021 MQMQIAN DGI NO 561CONE NO.58703 .062 1. 73 L2.710—� O FLANGE FRAME HEAD #4102A, 6063T6 p mi�l+-.062 .480 lI-�Jl T-�-1.457-�{ O SASH STOP 94025,6063-T5 062 �3 .34Dy 21 SASH TOP &BOTTOM RAIL 04105, 6063-T5 .050--K_- .678 f 54 GLAZING BEAD, 5/16" #4044B, BD63-T5 (USED Wf GRILL Kln 1 [27 UU�2.71 O FLANGE FRAME SILL #4136,6063-T6 L 062 A37r I 1A6 O HORIZ. ROLLER TRACK #4131, 6083-TS 70 l(�,'��j� .00 I"�J �7 32 SASH MTG. RAIL #MD, 6063HS-TO 05I Ili P .878 1.086 666-{�"-I��1LLLT 55 GLAZING BEAD 7/16' #4222A, B06345 .06 I 3. O FRAME SILL ADAPTER #4137, 6063-TB 1L67nO62 11 +1.4" 17 FIXED MEETING RAIL #40545,6063HD-T6 37 SASH SIDE RAIL 04126, 66B3-T5 050i 56 GLAZING BEAD, 7/16" O885C,6063-TS (USED W/GRILL KIT) 4513+1II � I--,. .040 II.730 1.4 —f O SASH STOP COVER AM, B083-TS 363 1.J� 082 13 FLANGE FRAME JAMB 940024, 6083-T6 050 .878 1.086 -T B53 GLAZING BEAD, 5/16" Y403613,6083-TS .683 050 59 GLAZING BEAD. 13/16' #4061,6063-T5 PRODUCT REVISED BWplying w{M ma FI".idg IEIng Cetlo Nae-No. 17-0477.08 WNM gO CHAN0E8TH14 F n SNEET. � 3 ue �10 goo m N JD BEE zLLp Y ui � oa O ya r z a o 8 w O O m � ® J pyg f O m z z "w O Z N O = G W ma � SEE ANCHOR TABLE, SHEET ISEEANCHOSEEANCHOR TABLE,SHEETTABLE, SHEET i SEEANCHOR IxWOODTABLE,SHEETI BUCK,NOTE1 *SHIM AX.AX. 2x WOOD BUCK, NOTES: NOTE 7 1 3/S' MIN. 1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 12'. Is WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2xARE 1 12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY VING- SDICTIO . 1/4' 2.FORATTACHME.1 TDMEI I— THE METAL STRUCTURAL MEMBER SHALL BE OF S SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THATSHO IN THESE DETAILS FOR2x WOOD BUCKS. SEEANCHOR SEEANCHOR I SCREWS. _ TABLE, SHEET C ME INTO DETAILA TABLE, SHEET DETAIL CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE QUCREMENOF TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. 4. 0.131- DIA MIN. X 21/2- NAIL AT CORNERS AND 5- O.C. TYPICAL DETAILS G. H 8 I. SHA h1 �I '31T L.� 11V MAY, SHIM SEE A F�OR INTERIOR MIN. TABLE, SHEETI SEEANCHOR TASLE,SHEETI TABLE. :HOR' HEET 1 (JAMB DETAILS E, F S n EXTERIOR ? JEXTERIORINTERIOR 1 SEE CHOR (H B SILLDETAILSA,B,C,D. SHQ 2-12' MIN. EMBEDMENT 00 21 WOOD BUCK, NOTE I J 1 1x WOOD BUCK, NOTE 1� DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS I TABLE, SHEET 1 1/4' MAX. SHIM �" BEEANCHOR �,', TABLE, SHEETI SEE HOR BEE, SEE ANCHOR 2x WOOD :ET 1 TABLE, SHEET I BUCK, DETAIL C NOTE 1 it SEEANCHOR r TABLE. SHEET 1 1/4' MAX. SHIM —r SEE MIN. SEE ANCHOR TABLE, SHEET I DETAIL D 2-12' MI SEE NOTE 4 nrTAn_ H (H EDGE 'MIN. ABED EDGE DETAIL I (JAMB) PRODUCT REVISED aspl m .nm 1nx nx4ex lm�9�r, xDA-Na 17-0411.06 ExplmUpn omc IM212021 GG 3 41T:RENSEDNOTESTO I COM UMCE.I DDE ANONONACE.AOOEO rare e. O o Ow z ro. `e �w" n gz oz� E till O O Q J F F 1e,6 iX€$�`6Il o o rn � 3 O m � � o � n Q ZUZ Q K = vt my otxs TABLE 6; TABLE 6: TABLE 7: G 5M0' LAMI - 1 A,.090" PVB, i/6' A) B.5 - /S"A,.OBO"PVB, 116'HS) 0.5116-LAMI-(716' HS,.090' PVB, IlW HS) D,7M6•LAM1-(31116' A,.09U' PVB, 3116-A) E.7/16" LAMI - 3/16'A,.090' PV9, 3116• HS ( ) F. 7116'LAMI-(3118'HS,.696'PYB, 3116'HS) G. 1311T LAM] IG- 11B'OR 3/16'A(M6J.), 5116.OR 3/8' SPACE,S/16'LAMI-(11WA,.090" PVB, 1/6'A) H. 13116'LAMIIG-1!e•OR 3/18'A(MIN.), 5/7fi'OR 31B' SPACE, WIS'LAMI-(11W A,.09W PVB, Il6" KS) 1. 13116'LAMIIG-1/6'OR3/16'A(MIN.),5/16'OR3/6- SPACE. 6116•LAW -(1/6- HS,.090'FVB, 17B'HS) J.13116'LAMI IG- i/e'OR 3116- A(MIN.), 3116' OR 1/4' SPACE,7/16"LAMI-(3116'A,.090' PVB, 3MS•A) K.13/16'LAM IIG- 118' OR 3116' A(MIN.), 3/16' OR 1/4' SPACE, LAMI.(3M6'A,.O90• PVB, 311WHS) L 13/16-LAMI IG- US' OR MWA(MINJ, 31t6'OR 1/4' SPACE,7/16"LAMI•(&16'HS,.090' PVB,3M6• HS) NOTES 1) FORWINDOW SIZES NOTSHOWN, GOTO NEXTLARGER WINDOW INTABLE. 2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACTTFROM TABLE SIZE DIMENSIONS. 3) FOR INSTALLATION IN THE HVHZ ABOVE 30 Fr, GLASS TYPES G- L SHALL HAVE ATEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 4) SEE GLASS TYPE DESCRIPTIONS ON SHEET2. MWMUM Design Ple°sum, %OorOX DP (put) Maximum Design XO%,1D•113.7fJ Pmssum, OP (p9q Maximum Dealgn Pmesum, XO%,7N-101-1/4 OP (ps9 Duvall Wda OPn3 Wlyla Om4 TYP4 D,enO Ma10 Dwell MOM ae4a An, 4D,RI T7pe qB, F. J. KL ownn WtlIM1 o.«m HOaltl a560 Tryu q,8,4H 0.E, F, l.4 KL A9,4N GI O. E, F,AK sr ae• . .D a5.o e . 1.75.0 zr •0¢0o . .o f a6.0 ¢% 6R 2, •a° 's00 + +W.OJ-00.0 wOW4)A H¢0f-75.0 Z10140.0 .75.01.75.0 ;?a a 33.0 +Tsar-M.0 Mir 49• 6}fA• +6D.0/d0.0 +W.OI�A N80/JB.O t4- 04• •a001-00.0 •ri0!-T9.0 •TS.OI-TfiA rT6.01 -]6.0 fiP +WA!431)0 .00.01d01) .Taal-n.0 PRODUCT REVISED 0lO In M. Fwrld. eunnainp LT0d96 MOP -No. 77-0471.06 esPimuon once 72/27/2027 aY .bo.o1-0o.a .Taal-75.0 •rs.a/-TS.o +75.Dr-Ts.o ea 60• w' .aoslm0 •W.OI-00.0 r7S0/•T5.0 0e' 106 YV 1w' 111' w0.0I d0A +Taal-T5.0 •T5.01JSa •19.o1•xfi.o a• w0Al4NA woDldoA ws.DIaSA wQ0/-0Qu 7-5.01-Ts.o •7A01-TSo .ibA1-Ts.o w' IT xa• wan/-0no .eOAI-00.. ........o . 01-00.o aso/aap +Taal•r5A .ma1.75.a asalIr +Na/4i60 ;Foul 0.0 H6A1J6.0 gr 36' .7 01 aa..0 •TSAI.75A 1a' 3r .60.0 -0¢0 R5.0l-76.0 5s1rc 7r yq• .eooJdao •WA/-0no rWA1d Q weor-0ao •b¢o 1410.0 +e¢o o .T¢olai.0 .75.0145A +7MI.T6.D •60.a 1-0O.o •Isar-n.o •xs°las.D .Tsa1-TQD bslrr ae• pw eo• wo.D14w.D +rfi.ar-T5A +T5.0 -73.o +76.01-Ta0 aP +00.01d0.0 +TSa/-76,0 775.01780 .TS01 754 ee ]{' 56' ;7&9175.0 M.OI n.0 +80.0 d¢0 .76.014" �, .eaa y 0 . .ojd o w0.01d80 w0A1d0.0 +7aO$JA •Ta°1a5.0 MNm PToOud ConvDl 5°' 1oe01e' 108 waor d0.0 .19.0/45,0 .75A1.Ta0 -MAI-Tsa w• ee-n+6• 7r Ta• 1Q4/17:UP MDTq w 01-00.D w¢a/w.o ws.DlasA wa.or-0a.a .75.a!-Tao •7soarao •?am,.7&a w0.a1-0Do +waf-0o.o +7a0IJ6A 37• aBYO' •Ts.O/a9A •Mol-7&O 4a' 6}ire• 9&Y6' wn01-00.o .16.0/-iao 60.0/d0.O w0.01A 0 .Tae laQa 1 • w¢or a0.o wa.olaa° NSAIa5.0 TSAI.75.0 49' 5>tl6' s}vw am + O/m3 wn 1-00.0 Nb.o/aS0 wSOf-0OA .I6.0f-]QO +75.0/-76A •i5Al d5A •60.01da0 •W.OIdOA w5.0/Ja0 •w.0/d0.0 +]6.01 J6.0 +75.0/J5.0 •75.°I-Ta0 fie' w eY W' +OD.OIdaO .6Il0/01.0 •ra°I JbD 74' w' u 3 O N Oj a� 2 LL $ nT Z W � �e! V m a � [J o° Y O Q � W m R 0. 2 17 0 y0 t "� w0.0 -00.0 .]6A1a8A •rS01-]SO +75.DI.7S0 T4• +W.O!-00.0 +W.OId0.0 +TSoI•]5.0 •60.01d0.0 •>S.01a80 .7Sal-]6.0 .i5.0/•TSO w' �, 10 3BJla' +w0 -0n0 wQ0I d0.0 rrSOl-TSO TT Ta' w0.01-0QO N5.0/-06.0 •lS0/Jaa .10.0 hTep 60.1I1fi• +w.0/-00.D .W.o I-00.0 wao1-19.0 N 0r 16• a0` 75. 1713 -.73,01-T5A 4Y 48• •e0.o 0 w0.01-00.0 7775 5A •T5.Oraa.O 109- 111• w0.0/-00.o +W.01-0U.0 •XDI-Mc, +TiOlaao •TfiA!-T5A 61AB' +wOrd0.0 w0.01d0.0 •I80/JSO w0.0Id0.0 •T5.01 a6.0 .1601 -t5A .TSA!•TSA 0C De S&W �, •w° �° +W01d0A .Moj.lsb 5}1l0' fim 60' � O3r O = J Q yl +Baal-00.0 •T5.OIa5A +7a01-T5A •110/-]9A w0.0rd00 w0Al-00.0 .740IJ5A am 74' •6LO1-00.0 •iSOf JSA .T801-75.0 r160/-TOA 1P w' +5¢D/d0.0 w401 -0OA •ISOI-T+A w0.0l-00.0 +75.0145.0 .7501-75A •Tao!-75.0 •90.01da0 •W01da0 47i0/-Ti0 TI' TY w• �• wa0/-00.0 •T6.OI J6.0 •M01.76.0 •Moo-TfiA b}7118' .BOAld0.0 wOAl �.O .Rol-i5A W -05.0•Mal J5.0 4C 605�6' +W.O/d0.a .TS...... ll9 1w w0.01-000 ae00l Zo .W01 Ja.0 +W01d0.o .Ts01-V •7501-Taoa9.0wa01-00.0 •16.01- wDA/d0.0 .Tfi.O/a6,0 a5ATa0I J5.0 5}1f0' +T3.0/J50tlrw0.0Id0.0 w0.J f-00A +75.01450 5}1/9• w0.0/moo wa01an.0 .TQ01-Tao -T5.0as .75.0/-T5.0.]SO/a6.0�Z'm"N5.0w0.0/-00.a J5.0 +n.0146D .W01-0a0 w0.0/-0a0 .76A1-750T{• 7p O e w0.0/-00.0 eT6.01 -T6.0 woo/d0.o .7SO1J5.0 /-19.0 p.75.0/45.0 .1501•TSA I B' /a5.0 +x6.°I-75.0 'Im 6}119' w• w0.01-00,0 WaG/-75.0 w• iwvw 109• Wda .60.0/-0OA wa0laIIA +76,U/J6A wO.Of -00,0 N5.0/-76.0 +BaO/d0.0 w401-00.0 .73.01-TSD.750 /JSA•75.01-1&0 w0.0/d0.0 +Mtli.T5A w601d0.0 ;6 01-00.0 +W01-00.0 .W.DId0.0 •M.0145108Ia5.0 -MOO-76.0 .75A/•710 am •W.OI d0.0 +T5.O/-75.0 ryp •7501-7a0 ae- am +W.OI-00.0 +T5.0/-T80 6}ve• w. wa0/4100 •WDId0.0 +nolq&o�(a9.o 145.0 .TS01.7S0 T4' +W.O/d0.0 •T6.0/-TSO ap' wa0/ .0 w0.D1d0A .TSO/•'/5.0 .Taal ai0 w' Tp we 0 n = .90.01-00.0 wo0I d0A H801-i6.0 +W.O/E0.0 d5Af A5.0 7p Neo l-T6.0 .7S01aa0 MT/16• w0.0 -00.0 w001-00.0 •T80/-75.D 48' 60' 5.01 +75.01-7a0 4a' 3P +W.OI-0OA •n.0140A w' w0.01�0 w00Id0.0 .7501-15.0 w0.01-00.0 +73.01.75A am 17111111 .750/4So 53-i/9• a6' .7i014¢0 BT w0.0/-0a0 .7801-T5A lcea7r r6DAl d0.a w4 01d0.0 .7¢0/a60 w0.0 �A w0.0/d0.0 •TSo/-T8D w0.01da0 •TSDI -T5.0 tw' +76.al JQO .TS0fa5A B .7a0115.0 wa01-0a0 .7aml-T6. +7a0f450 tC wa01 da0 •TSo/-76A 6]ale' 6m +MDl-00.D +9°01-00A .75.01-15.0 wi.e1-0eA •MD/ -]SD w -ir lvdal wQ01d80 esnlr wno/-0o.o +75.01a5.0 wo.mmo w •Ta61as0 `51p+un1/y/4 +` YLY14 a�N......-...'11/ .� U.�$e.•/ z _*.- N0. e3T05 ; *= _ .{� +• 4/� %�(� •' 1`TORIAA.�'G?•` SS;'•......• N ///ANAL Ep•` goVdAUdi�lt rE PE.e5e105 +WA/-00.0 1w 0 w0w1 o .xa0laS0 Or W Hs.O!-15A •]SONSO eT .73W-75.0 )a- 7e wD.0I d0A wo.o/mo +tso1•]S.o •60.0/-00.0 •lSAI-]b.0 w• 86 iw6rB• 10S 111• •73.O1a5A +t801aSo 5NI0' aS 43' 5}11B• •w.el58.e w0.01M0 +TMI.75.0 w0.01-0OA .79.0I-Ta.O Ni.Olaaa NSO/-Ta0 +55a/Ws wD.olm.D •x5.ora5.0 wao/.eoA •T5.o/as0 •r5.014" +1S01-T5.o ea *50.01 d1.0 +W.O/d0.0 +Tao!-Ta0 W .m.2/J02 Na0/-780 a' w' w0.0/-00.0 •1S0/-M.0 .539/d10 . D 4312.o .Ta01J6.0 +9a0/-00.0 +]i0fa40 wSSI-033 •1S0/-xb.0 i 14` 51+R' am W, waold¢0 +W.014WA aa,°/a9.° w¢OrdO.o Ha0lAs0 wadl AlA e13.0/-iS0 aB-1ne• +War d0.0 wo,olm.o qs�0/a6.o FOR ANCHORAGE SEE SHEET 9. FORM CHORAGESEE SHEET IO. waor-0ao +mor-0D.o •73.o/-T6.v 71• w• wa01d0.G +WOI-0O.D +7so/•n.° e® +vela' iw- 11• +MR 031 +m0/JD.O ad/.6°.0 +7a01a6.0 +523/62a •T5.01 -16A .51)/-01.i +WArd0.0 +TbAla3A +W.9 -6 w6or-00.0 +rSAI-r a FOR ANCHORAGE SEE SHEET 11. A1140or QmnMk)@0MOX wffhGln *TypnA, D,C,O,H eI O.eal won ala&1: xaXPi MUlrcfiwPA IA4aKK .' B MMMG C "LU zuro Hma G6a Jm10 Hmtla fill .lens 9T 'i• l 2 1•p+1 2 1.p l 2 5318' 1.Q i 2 1•p•i 2 1 1+p+1 2 f2l 1•pH 2 1. 1 2 1 1a 1 2 »pN 2 1+ 2 1 1« 1 z ]S ]P bC2.2 2 1• 1 2 1 J. t 2 2 2 2 »p.t 2 1 » l 2 T' 1• i 2 i A 2 1 1.2l 2 4g Stir »pN 2 »pN x 1 » -1 2 i•p•1 2 1+ 0 2 1 1+ 1 2 1•pn z 1+p+1 2 1-t l 2 VBd JT IVS a� 1.p•i 2 1+ 0 2 »t2+1 2 Fp Z 2 1•p.i 2 i+C2+1 2 iZ •2 2 7Q 1 2 f+- 2 3r 333�"0' Tp l 2 1+p.1 2 1+Cb1 2 {B• a3ve I l 2 f.M.f 2 1.Cat 2 I1 .1 2 t.r i 2 'I.0 l 2 t{P 1•>rf 2 1.p l 2 »C!•t 2 ¢g n )4 1ap•1 2 1.M.1 z in l 2 2+C22 2 1•p•1 z 1. 1 2 2 z 2 I.M.1 2 1+ t 2 3r tl' pN 3 »p+1 3 %• .l 3 4} S3V3' 4vl 9 »rh1 3 1ap.1 3 t+C2•t ] 111 3 by+l ] fiP Nf2'i 3 t+pN ] »r2.1 3 ng 1! ]f Ni21 i t.p.1 3 1.p.1 9 2 .2 3 1. I 3 1+G2at 9 NM2 I- 9 1•pM 3 faI2.1 3 3r ]CJ9' 1• .t s 1•p+i s »Q.1 3 1P ALP 1• .1 3 1+ .l 3 1+C1a1 3 1+pn ] »Cln ] 1H 1 9 fiP 1•p•1 3 1+p l ] 1ap.1 ] BP ]P Tf Yp+1 3 1sf2.1 3 1+pH 9 2«p•2 3 1at2+1 ] I-C l 3 2N 3 t+p t ] 1+p+1 3 3r t•p++ 3 »I2a1 3 1.2N 3 1-+l 33 t l 3 »r2a1 3 t•p•t ] 3 1+Cal 3 bp2 3 S�3 V@l 3 1p13 » 3 3 »p l3 9 »12.1 9 1 l 3 1•Ca1 ] ar p' 1.mo 3 »12•i 3 t.r2«1 3 .H' nvr 1.pat 3 1p' 3 1.Ct«1 9 1•C»1 3 i•p+f 3 »ta+1 B3' 1bn, 3 tap,1 3 la l 3 fiP 1.p+1 3 1• 3 +l 3 >Z a ©a2 3 I.p+f 3 1- Np+1 3 aC Nf32 3 taQ.i 3 »CN1 3 0 7 -_- Annnor Oumfflk ,X0or0X wM GMs Typ-D, E, F, J, K& L Q Wl IVBN aw,33 WqK M:hnO I "&ela A . I AM ra WudLW1 WR A b I AroM,rd HM&3n G .Y V- 1aC2+1 2 J+ l 2 1+C20 2 IT 33aP. t+p.t 2 fatal 2 +. o 2 16.1 2 »Cat 2 1.nat 2 fi3• or 1+C2.1 2 1. 1 2 t.t2+1 2 »L1.1 z r.7 + 2 +.aa 2 a2' TP 2.p•2 2 1ap+i 2 1.CN1 2 2+ 2 2 l+p l 2 1K 1 2 JT w 1• .l 2 1.Q+1 2 1. 1 z ST1/3' 1Md.1 2 t•IS.1 2 itC2al 2 1• 1 2 t.p t 2 1. 1 2 Ep BTi iH3a1 2 I+C2N 2 1. +l 2 1+Qa 2 t+CNI L 3 »C2N1 2•p1.2 Ai- 2+Ca2 1 2 1 1+Mll 2 1'C l 2 9r aOalP I+p+1 Z 1+0+1 2 I+C2n a +9' a}11T LCat a »aH 2 0WO 2 t«Q+1 2 11Q+1 2 I+L2H 2 Q »p+t 2 »pai 2 »Cal 2 63' R a »C2.1 2 1.pN 2 1+Ml 2 2apa2 2 1+p.1 1 1+C2.1 : 2+4R•2 z 1•C2n a »ran 2 3r ac irQn ] 1+C»f ] 1.Cal a M' avP 1+L2n a 3 1.Ca1 a t.at a 1C 1 »pal a »eat a rG• r6• HCat a 1•C2.1 3 1+C2.1 a 1+CiN 3 1•C2.1 a 1+C:+1 3 aP a 1+r2.1 a 1.C2N 3 a 2 3 1-Cal 3 1•C20 3 ar Ep&3' 1•t2.1 3 »t2.1 a 1•Ca1 3 4P Wir 1+p.1 3 t+p l 3 1a 1 3 Neat 3 uez.l 3 1•ca a BP B6• 1•C2+1 ] I+Cat 3 1.Ca1 3 1.C»t 3 1+CN1 3 1tl.1 3 lT T.' 2•C3+2 3 1.Cat a 3 1+p.a 3 »Cat 3 I.M.1 +1 1.f3l 3 35 3.• t+Cta Q.1 a 1•C3n 3 1+Ctn n a 1.C2.t a 6P' Htl+1 3 1.C2.12n 1 a t.M.12+tl.2 a1 3 1+2'NCN2 0 a »CNI a 3 1 1 .l2N a 1.C3+1p2+1 ] t+Cat 3 ]2•b 1.• 2 M i 3 ACN1 3 2KN2 .1 a 1+ 0 aar W 1.CHt 3l a tK3.1t+p.fH1 3 fwa«1 at.ala0 fiP a »C2H 9 NC»I ] 1+C2n 3 .G l ] fiP Np+f a t+C3N a I.CaN ] iP 2.p.2 ] tar1H a latal a TP NO+2 3 »p+1 ] I l 3 TABLE KEY. O X NC20 3 ANCHOR QUANTITY PERJAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON THE MEETING RAIL PLUS (1) ANCHOR AT OPERABLE VENT AND FIXED SECTION. (4) ANCHORS TOTAL AT HEAD AND SILL (4° MIN. O.C. ANCHOR SPACING) 18 3+144' MAX L��ll I-- --F.-4°MIN., 10 1 2 MA%: Y MAX. x O G. RAIL EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP) ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEADS SILL• 10 V2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314- MAX FROM CORNERS. JAMBS: 0' MAX FROM CORNERS AND 22.1R' MAX D.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT I'FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE ATEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2 PRODUCT REVISED e ullal ps=.-Iw lee Rw . Na".. 17-0411.06 E Plmnaaaat312J21I2021 3al4ll a:UPDATFDTMUZA i III EUVAMN. x 0 Ole9 N w N e M J Km Q X ws ® Z oCi Z N O Z K O S O o g sro TARI P 4h An+:haT Dun tAko, XOX,1 O.10 -113 with Gma Typa> A, B.C.O, H a I oim3 t'33aI Pae1I 1k11N AaW00, A Mwha,Gm 1R Am ,Gax,,c xNAam Jimp HaW nE2 Jinb kiMnBm Jmt {C fiitlC W 1w•tad+f 2 1.CNt+CHt 2 iw.iwN 2 tw•Hd•1 2 tw.l.¢.1 2 iw•1•tlN 2 BP 6C 1. 1.C2.1 2 19d+9CN2 2 1HS+1K 1 2 1wN.d•1 2 1+C 01 1 2 1+n•t•CNI 2 T4' G• f•dN•C2•f 2 I+n•1aCH1 2 t•¢•1• 1 2 f+d+1+¢N 2 I.412+1.¢+l 2 H¢N+C2.1 2 ®3A3' Iw i+ l 2 HCS•HC2N 2 t+57i+CN1 2 4F 53tM 36` i•n•iw•1 1w0+d+t 2 1• 11 3 tw•f+cx+1 __L 2 1H2+Hn+1 1 t+d•1 ! 2 aP R 1•CHI+CN1 1•C 11 2 t+C2•t•daf 2 iwN•dN _2 2 1.C3+Iw+1 2 iw.iN:HI 2 ]Y a{' 9a]Ha' 1•GHt•d.1 2 1• 1+na1 2 1ada1•GI 2 1+d+frn•1 2 tICR.1.CH1 2 1•n•I.CHI 1 1•d•IMN1 2 iwN•CNt 2 1.d•1•C2a1 2 4V 69•Ve' 10.15 1ed+1+¢N 2 Gn1 2 Ild+laabl S iwrf+C2.t 2 d+10.lW1w0a 2 1 2 i.n+1+GN1 2 Tit• T4' -1 1wH+nN 2 1•t 2 t+¢N.¢«i 2 Hd+i+dat 2 1 2 iwNw+1 2 0Y, aa4r taCMlw.t2 2 HCHtaG2.t 2 iw+I•Chl 2 t Nf RIN 2 t+C+i•Y.2N 3 {d 4Y 1K2N•C'N1 ] 1 > 1.d.Hd•1 ] 1 ] 1•Gt•Hl2N > orIla aS Iw•f•CN1 a NTa• WH• WI1P H¢NaGx•1a n•1 ] twH•GMI 3 HdN+dN ] UCN1•¢+i 3 twrt.cxn 3 HCh1•f.Y•1 ] 1aCH1.d.1 3 tan 11 3 4T wf 1ad,1Y 1+d.1+C l a tICNH¢H ] 1+d+HCbl ] HC2N.d.1 3 1.CH1w•1 3 1an.1+¢•1 3 aP 3S 1•CNt+C2.1 a lwalw+f ] 77CZ+HC2+1 ] 1+Mtl+C2+1 3 1+02+1C+1 3 iwN+Wl 3 TY %• 8349r wn«HCH1 ] H¢NMSN ] HCSH•Cht 9 IwNad+1 3 1.CNiwN 3 t+¢•HCN1 3 1+¢+%•l 3 iwawN 8 l.d.Hd.I 3 {e• S&W IwNwN ] 1.2N +1 C H¢N+CbI 3 1wN+dN ] t+C2Nw+1 3 1+=-I dN 3 BP 1w01 n0 3 i+CNI+ > t+WNK I 3 TV 3 f.CH1 I 3 1w". Z+I ] twNwN a HdN+¢+1 3 1wM•CNf 3 or ab]nS iwN•dN a 1.¢.i•d.1 a 1M2+1 G 1 3 1• ON .1 3 HMI- •t 3 twn.e2.1 9 1. IDW � 1w+1K.•Nf 1 H¢+f.n«t 3 1+ 1. 1 a tad•fw.t ] N41.dN ] I n I-Ml ] or 3C iwN•nN 3 1.¢+Hd•1 3 iw.1.Cb1 a t•d.tKiN 1 1.rI+M 1 3 1w.1.GNl a TY aa• BbT/18' 1.d.HCN1 > . H ] f.na1.GN1 > f.da+d.t ] i.d+1.WwN ] Hn.1+f.Y+t 3 H¢N+d ] 1•nN+nN 3 1wH.¢a1 a iS 3or 6Y i I+m0*m.l 3 1•dNadN a 1.d+"a 3 t+dN+d 3 3 l NQ+Hn+1 a d' Ht2.1•dN i 3 T;m+da H¢+iw+1 ] t+dN+CNf ] %' NC3+HCN1 > tad•fw+t 3 1.n+1•C2+1 9 TY eY i«n.l•C4a1 ] l+¢atw+t 3 twNw•1 ] 1.R.1•¢N ] IICNt«G1 3 twN+f2N 3 wna• t•d.l+LHi 3 1•G1•CH1 3 HC2N+Gf 3 TABLE 11: AndfoTOuenWn,XOX 10-10.10 whh OImw TypaA D,E, F,J, K 6 L Dena YitlIM1 Cwrts Paux Aanar GaopA AaotoacouPm A+gbiGa9C W"A6111 Jima udn x3m Jo+O H,adntl3 JmM 4V ssl+s A' 19 +1 +l 2 H¢+IC l 2 I+Ml HI 2 IwNw+l 2 H¢N+¢N 2 IwN•d•1 2 aP I+QHwal 2 H¢Nw�1 2 1+C1NwN 2 6Y TY t+C2NwN 2 1.dN+dN 2 1W N +l 2 H¢Nw+1 z Hd+uda a t+m1wat z a• x+Tlta• Hn•1•CHI 2 H¢N.dN 2 t•c2+tMlat 2 tw+Ia l 2 1wNw.f 2 HCNiwN 2 49• a1Va• 9C . Ia 1H 1 2 1 C 1+d+l 2 I+n+IwM 2 t.d.1+nN 2 iK I.d•1 2 1•C2•H¢N 2 wI+ 1N 1 2 HQ•HGH1 2 HGMIad+1 2 am' TV HCN1•d.1 2 I.n•t.n+1 2 H¢Nw.t 2 1wN.¢.t 2 Hd+t«d+l 2 1+C 11 2 a4' 93]11V 1 E-z 2 1.d+I.nN 2 I+C2.1 d0 2 1•CNHCNI 2 I.d+f• l 2 1•nN•nN 2 4Y ]l.La' 1.¢.tw.t 2 Iw+twat 2 I+d.1w+1 1 6or I+dN+dN 2 1•dNwN 2 I+a2H•QH 2 I+d+l+dN 2 1wM+dN 2 IwNMJN 2 ea• or t.n.l+n.t 2 Sw.lw+1 2 Iw+l+C2.1 2 iY or W/IA NE1N+dH 2 1+¢•1+d•1 2 fwHwN S Hd.H¢.l 2 l+¢.HR.t 2 Hn+fwa 2 lw-I al 2 iwN•CNt 2 HnH.C.Yt 2 4T • w 49• la 1• 1 2 1WR«Hd+t a H¢N+dat 2 1d011 3 f«Q+HdN a HCNHGt 1 w or 1.¢0+CN1 3 iw•Hn+l 3 1rd %+ l 3 tt=41w0 3 1• 1++ l a 1+d.1rn,1 a TY H¢Nw+t a iwH.Gt 3 I.t+GNI 3 04• abT/IP HQ•twN a 1+CNt+Q,1 > 1r 1N 1 a 1+=.I dN 3 1+da1• +l 3 tan+ladrl 3 40' 0DIR' %LY H¢NKIH 3 1w+1•Cht 3 1•¢+1•¢M 3 1+ NI d l a IrdN+Q+1 a 1¢ 1+i 3 w 1. 1+¢N+d+1 ] ta¢Nw+t a i• +1+CNl 3 f+cNt+¢+1 a 1wNan.1 3 lan•te¢+1 ] T4' 1Y abate' H¢N•QN a 1+¢H+dH 3 I C I.Ml 3 I+¢.l.m+l 3 Hn+i.d.l 3 4¢.H¢.1 i 3 HaN1+C2l 3 t•C2.1•¢N 3 1.G2+1w0 3 aw 501A. 61• HCH1+n+1 > HChHC3N 3 I+C2+Hn+l 3 1w+iwN 3 t+dN4¢N 3 1+ 1+dN 3 3T a0' i.f2+HC2N a 1+dN+dN 3 1+CS.l+n+1 3 Hdat+dN iY &• ab]IlS Hd.1wN a 1.d•l•d.t a 1wHwN a HdNwN 3 1wN+nt 3 1•C2.1+RN 3 1+CN1wN 3 1w+1wN 3 1¢ 1M 1 3 @ 3b11T 93' w¢a•Cfa 3 1w0+ l+C 3 twN.n+t 3 t 1. 3 aP 39• it i t+n.I+n•l a iwrywN 3 1+¢+t«d•1 a H¢•1• 3 Hn•IM 3 1N+n+1 > TY 3 HnN•d+1 N 3 Hn«1wA a 1+d.lw+1 ] 94' 96T/IC P¢N.d+t 9 Pn+HdN ] bdN+dN 3 IaGH1.d1 3 1rn I-Ml 3 1wMw.1 a 4S 5b1/4• 0- f.n•i•d+l s H¢M+CN1 a NC2+N¢N a I+C I.1 3 H¢N+d+t a tadN+dN 3 BP or HC&Hd.1 3 1wN.CN1 3 t+C2.1.d+1 3 I+d+lrl9rl 3 lan+t.dal a 1+=.,+M+1 3 TY HGHI+dN 3 HGMHl3+l a 1+n.1+G1.1 3 N' i+ la l 3 I+ I+CNI 3 IwN.dN 3 adTH3' 1• 1+ 1 ] f• l+d.l 3 iwNw+t 3 TABLE KEY: X O X 1+C3+1+03+1 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILLANCHOR QUANTITIES A CLUSTER OF (3)ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) PRODUCT REVISED ANCHOR AT EACH OPERABLE VENT aamplyla wIm lh. Honda .. umreG PLUS (1)ANCHORS AT FIXED SECTION. xo4-xo. d17-0411.06 (9) ANCHORS TOTAL AT HEAD AND SILL. C.pir30en oat 12I212021 (4- MIN. D.C. ANCHOR SPACING) ey Nfum-0 rN 25 3/4- MAX 1 �Fa-4'MM., 10.1/2"iMAX =497:UPMa TA i J- f EIEVAMM. S'MAX X 0 X r MTG. RAIL, TYR EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS o 0 (SHOWN IN TABLE KEY ABOVE). o G€G N R Z�n S W e 1- Ra O 4 xxv aD n oZ� 8 O o: NOTES ® S X `L 1)WINDOW OP ANCHOR QUANTITIES ARE BASED ON THE +Ian FOLLOWING DIMENSIONS: $ = O o HEAD X SILL: 1012' MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. , K 25 314' MAX FROM CORNERS. s JAMBS: V MAX FROM CORNERS AND 2212' MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER "%'pt1Y LYNN aO........... dy WINDOW IN TABLE. .` •�,• JOENyrla•.,!!�- 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT I°FROM TABLE SIZEDIMENSIONS. =Na. --q*q!/J 5m9 '1F_ 4) FOR INSTALLATION IN THE HVHZ ABOVE SOFT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS GAP. �O.h'., ATE dd BOTH THE DP AND ANCHOR QUANTITY REMAIN '�Fsa •'•.`rOR10?.%�24;` UNCHANGED. a44iS�ONALIE�G`�` 5)SEE GLASS TYPE DESCRIPTIONS ONSHEET2 ALYNNNnLQ1.PE AnNorOsona9e., XaX,1/4+16-1N A,B,QD,H41 fetal(uwvA OaNI aMan CAunt wye WemA I. l B MMwGwp6 n,& Itoe eem a.na l&sp Il,tleea d.,n x.asery 3uM ffi + aal ] , • • N x 1H2+NG 2 x 1•¢a1,G1 W Fu• tm]'C I1 1+¢+N¢N a b¢a K1H I I.Ma 20 2 IaCNHGNt 3 1+¢aa•¢N 2 ta¢atMl+l a IaGx•1aRr1 s H¢+Nl.Taf 2 1M3+ 1•t9,1•+1 2 1+¢•i+aat x 11 t+RalCNNM+1 2 Ia2 2 1•¢+2•¢M 2 I.¢M4RM 2 1•¢ 2 1+GNNR+1 3 1aRN•¢•1 a 1+¢+ -1 S iMP, 1N212z3••4.M••••.¢¢tRa¢¢¢¢¢'S2NN+MMMM«+.•I1Il11 2aaaxx3 1f4 aaa la¢.l 2 1¢tcn a IMl z 1•a"¢O a 1M 12 1+ +¢1 xa222 ] lN1I11fN11ff.,aa+..+.CC¢e¢CC¢CRRNNNhNea+M.++222 v1+ ¢¢2.nM1 11.++1¢C'1H.•111MaRx+.1l I4MO 2. t 2 ¢ 2 l.I-M1 a 2 HR¢l 2 0Ia3A1ttp>eammm3r0CHmH{6Vr1qqV6T•••/'••••••C e• '' �,aIC¢1 2 GNR z ] 2 I+N 1 3 2 •CH¢+1 1 11 z tl1+lnlM z xmv¢M 2 Ia3'P ' J¢ WM II 1¢1RM 1Rs 2 2 .CC¢N$+2t2•,+H 2 2 1+ -.t x O IN3K 1a¢a1M,l a 11C1¢+l 3 1,¢+1+¢M a 1,R1e¢M t•em¢M a 1W1aI 3 +¢+1MM a 1M1o1.¢1•Rtl ] 1Wd'3• - I•¢.3•¢M a I.¢.2 -, 3 111a,.•1¢R1a+2zH•MC¢1NNH1 2 i+N24MOL+.CRCRNSMN•t1 3 :w Wj+Mf.¢M 4 a3r 1.aRM a Q I+¢.14¢f 1.a12M ¢Z' 3 1i..¢¢.,1l.a¢¢.M t131.: tP mee, 1¢vmlG10 a .R+I 3 3 i¢ +I] fi1113W11111R'• TP M, -m.1A 3 1+¢N 3 1.¢+`2-1 3 14¢+-I I+¢Maaaaa]3a 3 IN, t09318 toe` 111' t.¢.zK3.f 3 a i4 l+I'1.1 3 14¢.Nf3af a 1Ki+x+¢.1 a 1.¢.»I"2.1 a 1+cha•CaN a »¢.2+¢+I a 1.I;t«f+¢al a t47M-4 R 3 I+E-472 M a 1•¢MMNI 3 la¢n4¢•1 3 1+¢+14 a f+42•¢ 3 aw m, 1+¢+1+ 8 1 1+¢«1•Lx•f ] 1 1+¢M•f1+t a W 14' l.¢•t.¢•f 3 l.¢.t4¢+1 3 1+nx•MCNI a M¢Na¢M a 4¢,1W2M 3 f+¢M-' a aP pY 1.¢.2«¢.I 3 I.aN1•¢.1 a 1.¢.f.GM a I.t.'fa5,¢.1 0 NCH24¢.1 3 I.¢ IX20 3 GYP lae fit' 1+pH , i f• M3.1 ] I.ChN¢M 9 1.13 O a t.t34]•¢•I a 1+R•2•¢.t a 1+ab3a¢at a aiMd.x+¢M er rr I.¢Ma¢.1 3 14CN1H"3+1 3 14¢a14¢.i ] I.¢.l.¢w a IMxl+tl.t 3 1•¢+H1.Ya1 a "I 2e• a l.¢.1+R.1 3 1•¢M•¢at a 1.ca•»cxt a 1.R+x.cx++ i 1.¢.ta¢tl 3 R"F 10C 3 1+¢NMNl 3 NR+NCN1 ] 1.f"1•NfSal ] iiv tM3•NGH1 a 1•R.2.¢.t 3 IM2.2•¢M a "o.rDuartmee,XWX 1N-11•a-1T4 .'M (nee Tyco. D, E, F,J,K& L Bunt, WEIh mn,, mot A . A A unga ao A'n-up H.Ea6m L IbgeOo . ...0 1. W' 2B• •1 11 •1 NGHn•I 2 1 t+Ref 1 2 Ha+•Rat z HR• .i 3 NnN+LNI 3 1+R+1•R•1 S pa• 10aJA- ,n•2•R+1 2 1•Ch1•R•1 1 ] 1•n•1•R• 3 M3•2« 1 2 1•a• l I I t+n«t•nH 2 m 11' 1 C 2+I s iWZ•z 1 1 2 t.Rn•R.t 2 NG]«RN 2 1R2, 1 1 2 I«n• •QN a 51.110' w 1,R2•CN1 1•a+l•R 2 1M .n 2 1•n•t•R•t x M2+1+a.1 x 1aRN.¢.l x t•R•t.cx•t a 1F M• 1.a•2+ 2 14¢+t•RM 2 1+¢« Mx+1 z Yn72+LN1 2 t•R•t.a.1 2 ,R.%• l 2 tllaa'a' II 111' •CN2•R•1 2 Na«NIT«i 2 1M 1•R0 2 i.a« s. 1,a•NGNt z 1.aFN M 2 s 2 NR+NRM 2 I•R+8•CNl 2 I..I+.,1 Ha2«n•t 2 1. s fi34T HGN4LRM 2 Naef«aNl 3 1•a•1W 1+iaox R M 0Y P41•n+l 2 1+nM+¢M 2 1•nMMb1 ] »n+z,nN .CMR 2 l+a•I+a+l t•CIM«a«t a 2 f.a•1•¢M t+R•I•m 2 s M' i&VP I.GN a 1•a•2«R+t 2 1+G1bNt 2 tn0.Ye• l� nr t•I`d•3•CNI x Na.2•¢+1 a 1+a+2+n•1 ] t.¢•a,R•t 2 I•R•zKi+i ] 1+Rn•R•1 : 1+R2,R+1 ] 14Ra2MtM x iMa•2.R•1 a 10.1f8 u, 1•R« . i t«R.t•aM 3 1.+a+l 3 MY P I- 3 t.a+I+ .l a 1K2,2.RM a 1 R 2+mt 3 eaM«aM a NaM.R•t 3 aq• Po' If839' 1•R2aR•1 a 1M a tM1+1•RM 3 IWR+3,R•1 a 12, 1 M3+NL2+1 3 1•n+Na•1 9 .¢i a laM.t a 1•.¢R*•z•nRM a 111' tR a2n a tn a1w• ] ll,W ap TP �, 1.0M a + +R•3 I,RMKSat 3 IM+1+R•1 3 I+n+I a+l i 1MB .1 0 14R.1+R+1 a 1-tl+I+¢+I a w• IM:.i.tl.t a MaM.aM a t-aMmM a aY i[63a• tar 1tr 1MR.a+a+1 t+GM34GN1 a 3 Hn+2•R+t 17n.2•n•1 3 ] 1•RM«aM 1.¢.h¢M 3 ] t.a.vwM a 1.a.2.¢.1 a 1,rsa+R.l a »CN3.GHt a t.a.aKz.t 3 f.R.s+tl.i 3 qV4 - M, .• 3 1 3 1.R,i+R•I a BP rr 1•l "RM«GNt 3 1• 1M M2+Na+t 3 1 f•¢N«n+l a 77CN3•a•f a iK2,t+aM 3 1+RM«Gl 3 µ' 1,CW i IHTN»¢1t 3 1.R+175+t 3 1•fJ•s,tl+, a I+M+2+=11 a 1•R+, a I V@ Iff 111' I«R•aKNt s t+.2•nM 7M a 2. f•a+Va.1 a YR+i«W,t 2 P¢2a¢M It t•a+s•RH a UR2,LH1 1 HRYNa+1 a 1+tl•NRN 9 10.1T aP aC t+R•t,a11 ] t+a i+R«I 8 1+aM+RM 8 1,aN,aN a 1,aM•aM 1+aM•G•1 ] faCM2•GiN a I,RMaa+l -3 3 I.a,l•C2.1 a aP p@' nn� 7w 11r 179+2a a IM3.I.a+t •l 3 1a , ai 1M+ 1++aa a 1+2i a 1R+tl 3 1.1¢1 a 1.01+2c1 a Lc»rsa•t a I,1312+t5+1 3 t.n.2Mm a 1Mzrx.rnl 3 a1Va' 1+R•11CN1 2 1•a•t,aM 3 1•RM•FN1 a M• 2P t+15•HLi+1 a NnM•RM a 1+nt+a+1 I a 1•C3+2+C3.1 ] 1+tlM,aH 3 1•RRaMt•,a11 ] M oP t+Q,Na•1 a NG4Q«I a 1.aM a 1Ma.aM»I 1 tMsa.¢M a 14¢.t.n•1 ] IK19• Im' a+tl•aKa«1 3 1•LN]+R,1 a HENzeaM 3 3+CN].Ca+t a 1Mb]•RM a HCNS,R«I 8 11f t«a2M3•t 3 t,Q2.RM1 3 TABLE KEY: X 0 X_ 1+C2+2+C2+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHORAT EACH OPERABLE VENT PLUS (2) ANCHORS AT FIXED SECTION., (8)ANCHORS TOTAL AT HEAD AND SILL. (4" MIN. O.C. ANCHOR SPACING) 25314" MAX. -.-� [--4" MIN.,10-12' MAX. 0" MAX X O X T- MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP/ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 1C 12" MAX ON EACH SIDE OF MEETING RAIL CENTERLINE: 25 314"MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 2211E" MAX. D.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PR? DUICITggREVISED as OmV Building Omle Ph NO Fl.riaa Nawaio. 17-0411.06 eaniravon Pat 12f2V2021 ey Mlnml ro uc ntro SR431T:vPDAWDTABLEe G ELEVATION. m Z n'V 3 0 0 � � yyHy Z ry �ti$ ae a 'nna 7 ewln � O p Ix S O X z N K F9 O O = J6 ¢ _ COIJNX ��' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 .SCOPE: — MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy BY St. Lucie County 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 s erem, and has been designed to comply with the Florida Building Code, including the High Vel city 'can ne. DESCRIPTION: Se 'es "FD-101" A ' um Outswing French Doors w/wo Sidelites— L.M.I. APPROVAL DOC ing 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, pure PGT Industries, signed and sealed by Anthony Lynn Miller, P. E.,be t e Miami —Dade County Pro net sion stamp with the Notice of Acceptance number and Exp' lion date by the Miami —Dade County Product Con of ion. MISSILE IMPACT RA G: Large and Small Missile Impact Resistan 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 422). 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 916-0629.17 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. s-,�_"--i.;" i1P.RRQYEO.; a y11 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 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) FT"864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/#11- 1013.22) 3. Test reporton 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked —up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5" Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). tska711.OU'R W� -- Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-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 12111/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer'; expiring on 05/21/16. F. STATEMENTS (Submitted under file #15-0528.24) 1. Statement letter of conformance to FBC 2014(50' 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 415-0528.24, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. 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 (5TH Edition) & 2017(6" Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc, for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5 h edition), FBC 2017(6 h 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 I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 SERIES 101 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1) GLAZING OPTIONS: SEE BELOW 2) DESIGN PRESSURES: (SEE TABLES 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, M. XO, OX, XXO, OXX, OXO, AND OXXO. 4) ANCHORAGE: THE 33113%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/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. WIV HS GL 2)ON SHEET 2, TABLES I& 2 REFER TO PRODUCTS THAT AR .090'PVBI OR REINFORCED. TABLES 3& 4 REFER TO PRODUCTS THAT AR INTERL UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF 1/B°ANORHSGL YOUR PRODUCT USINGTHE APPROPRIATE SET OF TABLE EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSU E NEEDS TO BE HIGHER THAN THE OPENINGS REQUIRED DESIGN PRESSURE FROM STEP 1. 72 3) DETERMINE YOUR ANCHOR GROUP FROM TA13LE A, THIS 30 SHEET AND YOUR GLASS TYPES,(A- D), FROM THE GLAZIN a DETAILS ON THIS SHEET. n 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO F YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. GI G 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. SITE GESIGNPRESSURERATING IMPACTRATING SEE TABLES I-4 ON SHEET RATED FOR LARGE &SMALL MISSILE IMPACT RESISTANCE T BLEA Min. Anchor Anchor Type Frame Substrate Min, Edge Embedment GROUP Member Distance or Metal Thickness 1/4'EO:O IBHCOR All Mm Me(min. .5aa 1 4- 1a/B• 1 F =155 Net, F� 177 kai Jamb NOHOW Block (ASTM C90) 134' 1-114' 1l4. 41D SS Elco CrelaFles® All (bntlst9(m .3Wke6 talb• I 13v 2 Jamb HoOaW Block(ASTM C90 141M. 1-1/4• A0 Sol&hem Fire (SO -0.55) 1' IJw sl 412 Steel SMS(Dr. 0 51 911W 1.1 A 60GMT5Alamm,m /&° tl8° 1)ALL OR HEAD TYP EAPPLICAB 2)MIN, OF3 YONG METAL SU 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE ANO TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CODES /STANDARDS USE: -2017 FLORIDA BUILDING CODE (FBC). BTi EDITION -2014 FLORIDA BUILDING CODE (FBC), STH EDITION -ASTM E1300L9 4ANS9AF&PA NDS-2016 FOR WOOD CONSTRUCTION -AWMINUM DESIGN MANUAL, ADM-2015 aAISI S100-12 OAISC360.10 r7/16• NOM. 13 DUBS STACK GLA, 3116• HS GL455 I�}�T`II 1/B" .090" PVBt OR PVB2 1� 31T AN OR INS Vl GLASS BITE a "" v � LxaR0 7116" LAMI NOM. GLASS TYPE C, (PV87), GLASS TYPE D, (PVB2) GENERAL NOTES ... ........ 1 GLAZING DETAILS., ......... I DESIGN PRESSURES ...... 2 VERT. SECTIONS.............3 HORIZ. SECTIONS ....... .... 4 PARTS LIST. ..................... 5 EXTRUSIONS ................... 6 ANCHOR QUANTITY........ 7-13 INSTALLATION ................. 14-15 r-3/16' HS GIASS 090' PVBI IO GLASS SITE �o- °9 13/16' LAMI IG NOM. GLASS TYPE E s,..'doq �1YrW Aan gA. Ne Y O &*p can, �(�/Me4b)Rv4alCraem F) REORGANIZED SHEETSAND UPDATED TO FSC 2017. ADDED m TABLEA&ALUM.SUBSTRATE.- rc JR-04MO/1T AN = ANNEALED HS= HEAT -STRENGTHENED PVB1=.090•TROSIFOLO PVB BY KURAF.AY AMERICA, INC. TP=TEMPERED PV32=.090'SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. ALYNNMnLFR PF PEa58TU5 TABLE 1. DESIGN PRESSURES FOR REINFORCED DOORS,ALL GLASS TYPES XFRAME H XXFRAME WIDTH FRAME HEIGHT -79311V 8334"87y4' 1 913/4" 1 8°.953f4" 30 3712" 80 71 3 4 +76.01 -76.0 + 0 .75.0 +75.0 -75.0 +76,0 -76D 76.0 -75.0 TABLE 1 DESIGN PRESSURES FOR REINFORCED SIDE LITES GLASS TYPES FRAME WIDTH FRAME HEIGHT ga_78314' 7°-83 y4' 87 y0' I 91y4' 27 3/4' +75.0 -75.0 -75.0 -75.0 +75.0 -75.0 +75.0 -75.0 75.0 A 36 IM -75.0 -75.0+745.90775.01.71.41 .93634' -714+67.6 -678 +75..20 6 A42 -75.0 .75.0q +70.4 -70A 66.6 -66.6 +63.1 -0&1 0, F D ORE 38 34• +75.0 .75.0 +75.0 -75.0 +75.0 -760 +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). 75. vo T.N' G A DESIGN PRESSURES FOR UNREIN FORCED DOORS ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 6°-793/4" 70. 83 3f4" 87314" 1 913W 80-85 314" 2° 2612" 4° 473W +58.6 -68.6 +55.4 4&4 ♦62.4 :24 +4R8 -49.8 +47.4 -07A 2712" 51 y4" +54.9 -Re+51.8 -61.8 a49,0 49.0 +4 61 -485 +44.3 44.3 2912" 5534" +51.7 -61.7 448.8 48.8 +46.1 46.1 +43.81438 +41.6 41.6 20 31 12" 5° 59 3W +49.0 -49.0 +46.2 16.2 +43.61 -43.6 41.4 -41.4 +39.3 39.3 20 3312' 64 63 y4"43 +1 -43.1 +43.1 331 +41.5 141.5 +39.3 i -39.3 +37.3 .37.3 3512' 67314' +38.1 .38.1 +38.1 -38.1 +38.1 38.1 +37.51.37.5 +35. 336 3° 3712" 80 71 T4" +MO { .34.0 +340 -11 +34.0 , -U O +34.0 -340 +34.0 34.0 DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME WIDTH FRAME HEIGHT 6°-79314' 70-B33f4" 1 8731W 91 &4" 80-95 y4• 10 V4 +75.0 49D -75.0 -75.0 +75,0 .76,1 N5.0 -75.0 +75.0 -15:0 123/4' -76.0 .76.0 -76.0 -75.0 +78.0 .75.0 +75.0 -75.0 +75.0 -]5.0 19' +72.4 .72.4 +68.5 .0 +61.9 61.8 +59.0 .59.0 A B. E D 21 y4' +64.5 .64.5 +61.0 7.8 +55.0 55.0ORE27 y4' +52.9 -52.9 •4B.B im •44.7 -04.7 +42.8 d2.8 38W +35.2 352 +35.2 2 +352 35.2 -MA 3 A 383N• +340 J4.0 +34.0 4.0 +34.0 34.0 +34.0 39.0 tUK MHA. SILtS UV UUMKINLU UNITS, Stt SHEETS 10-13. EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A. REINFORCED, REINFORCED, 33-12"WIDE X 79-3/4" HIGH SINGLE DOOR WITH 19'X 79-314" 68" WIDE X 85'HIGH DOUBLE DOOR WITH (2)36-1/2'X BY SIDE SIDE LITE (SEE NOTE 8) LITES (SEE NOTE 8) DOOR DESIGN PRESSURE -75/-75 PSF DOOR DESIGN PRESSURE = +75 /.75 PSF SIDE LITE DESIGN PRESSURE = +75 /.75 PSF SIDE LITE DESIGN PRESSURE = +70.4 / -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 87-3f4" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4' SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +43.6143.6 PSF SIDE LITE DESIGN PRESSURE =+47.2 /-47.2 PSF OVERALL DESIGN PRESSURE=+43.61-43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A. 32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE=+751-75 PSF EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B, UNREINFORCED, 71-3f4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-W4- X 95-314" SIDE LITES DOOR DESIGN PRESSURE=+34134 PSF SIDE LITE DESIGN PRESSURE =+34 / 34 PSF OVERALL DESIGN PRESSURE =+34 /-34 PSF EXAMPLE 6, (USING TABLE 1 k XX WITH GLASS TYPE A, 633/4' WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE =+75 /-75 PSF NOTES FOR ALL CONFIGURATIONS: 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OX, XXO, OXX, OXO, OXXO), THE LOWEST DESIGN PRESSURE SHALL PREVAIL. 2) FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 4), IS REQUIRED AT DOOR TO SIDE LITE CONNECTIONS, WHEN USING TABLES 1 & 2. 3) DOOR AND SIDE LITE COMBINATIONS FROM TABLES 3 AND 4 DO NOT REQUIRE REINFORCEMENT ITEM 22. 4) DESIGN PRESSURES UNIDER40 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 21S APPLICABLE. REINFORCEMENT, PART#2'2, 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' W DOOR WIDTH IN TABLE 3, USE 33-12•) M2�G PES ALL TABLES,THIS SHEET: A. 3/e"LAM 8" A, .090 PVB, 3/16" HS) (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3116- & .090 PVB, 3/16" HSI D. 7/1W LAMI (3/16' HS, .090 PVB, 3/16' HS) E. 13116' LAMI IG (3/16' TP, 1/4' AIRSPACE, 1/8" HS, .090 PVB, 3/16' HSI KODLCf AEVISP.D +mpyl.9.ri�t4 fMt!• I•a4i+f Cede Ampu4a n° o O( CWrrW are 2.Z �L� ) flib, d wVN V e G)NDCHANGESTHISSHEET.- JR-WIW17 c" P1u1 � N y O a 0 0: e:N U• N i W � N z J iy Z O Ll p n F )% w `- Z m UUa o= N 0 FZ F uvu0 .eN O w oZm 8 0 N e0 0 Q 0 N ® S It J U N 1N0 Z 5 Z w oOf .y°n w Z J w 5 v U w0 Q 9m O ..,"n a \\ EXTERIOR <==> INTERIOR 40 EXTERIOR INTERIOR MlDUU[f¢[VOSPI) 10 1 2 60 e..i�.a."'�Oefls1b Amp..asMtr ooy.ol 64 ATHEADlJAMB e.p.e..aHe z2 65 ATSILUJAMB G)NOGHANGESTHISSHEET.- SEALA CLEAR-COLOR+EDk--- EXTERIOR INTERIOR � a n !R-anan m rc In z N e Po m o N ® 63 F, U' N 9 A aE Z o Z LL o .o MAXMAX DOOR SIDE LRE 62 X W Ni: w U i W �8o OLD FRAM£ Da FRAME H Z a H' eR pp HEIGHT HEIGHT o j n ® O 0 N K Q Z I VS R = U W 30 � Z w O LL U J 12 SL VIEW G-G a o 61 CORNER ASSEMBLY 40 ` SHY LYNIV 40l%: •. * No. 58705 *� t A89 SECT. 11 A -A Ap., ies ,rSioNA� gc1�?: SL SECT. B-B q�DOOR 14-16,102 �rrrtllttttt`t VERTICAL VERTICAL A.LYNNI¢llfli P.E PEAS8N5 �OLO 44 XX' SECT. C-C HORIZ. mjiNMJE SPACING, SAME AS/\ —j w (SEE SHEETS 7.8 AND 9)�J \ MAX. SL FRAME WIDTH ---I SEE NOTE 3, 22 �` OLD THIS SHEET 62 SL SECT. E-E 62 6 HORIZ. (DOOR W/ SIDE LITE) MA%. DLO REINFORCEMENT NOT REQUIRED FOR STAND-ALONE'X' DOORS, REINFORCEMENT MAX.SLFRAMEWIDTH-----j NOTREQUIREDFOR STAND-ALONE'O' SL SECT. F-F HORIZ. (SINGLE SIDE LITE) REINFORCEMENT NOT REQUIRED FOR STAND-ALONE'XX DOORS. INTERIOR EXTERIOR NOTES 1) CLEAR OPENING FOR WAND OIX' DOORS AS FOLLOWS: WIDTH: 'X' DOORS =DOOR FRAME WIDTH -5.546 'XX'DOOR =DOOR FRAME WIDTH I2-4.0T9 HEIGHT: DOOR FRAME HEIGHT-] 259' 2) S1DE LITES OVERLAP AND'XX' DOORS BY X/ WHEN ASSEMBLED TO MARE XQ','OX','OXO'XXD'.'ow AND'omc CONFIGURATIONS. 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES i AND 2, 22 SHEET2. ITEM 1S NOT REQUIRED WITH COMBINATIONS FROM TABLES 3 AND 4, SHEET 2.OR WITHSTAND-ALONE'O, 'X' &'XW CONFIGURATIONS FROM TABLES i AND 2 mouuc TYEvI el ppplYlgwNYg4HoM114 Iwtliq Ceb EaO�Ir�M1le�22 ett /ietr !s[ G)NOCHANGESTHISSHE JR-O4H0117 > Y O o _ N � N eiop 0 Z LL x W ap W uFwO 0 owY j ap n oZm � 0 N LL to Q 00 a ba ® SU O w O N W F w 5 C LL Z O ¢ N o Q = O app veep aeue5 ITEM moo IPOW IDOMPMON SILICONE STRUCTURAL POLYISOBUTYLEN IWNOM. WITH DESICCANT EXT.CASS 00 KODISPACE OgSGTPS INT.GLASS HDTWELT BUTYL STRUCTURAL SILICONE 49 FOAM WIF NOW WITH DESICCANT SUPER EXT. B1 SPACER�NXTII'I INT. GLASS ALUMINUM REINFORCEMENT BUTYL& 511CNOM. DESICCANT FOAM DURASEAL� EXT. GLASS O SPACER INT. GLASS POLYISO- DESICCANT FILL AREA BUTYLENE SEAL 5116"NOM. SILICONESEAL ROLL{ORMED STAINLESS STEEL Tu XL EDGE BJ EXTGLASS SPACER INT. GLASS REFERENCE TEST REPORTS:FFL-8717,8968&8970 0 O ACTIVE DOOR PANEL LOCK STILE r 1 D 10 1 160411 IFMME HEAD 2 1010 W300 W6 ..O.LONANX.375HIGH 9 70M NOTM BUIBWEATIERSIHPAUX.ACHIGH a o III FLWH8MTSM KEPLAIE 5 936 mm 2 PT. LOCK BTRKEPIAM 0 856 ]950A FRAME HEADS KEPIATE MCNNG PUTS ] ]J3MVPW f X.5WPH.FLMS-S.6.WI81Ul WPAMK 8 993 T0395 MEET ETYEENiHVESH..,FMMEAMB 9 990 70E0 GASKET EfiYEEN IRAO FMM JAMB t0 am 65}1016 RLLERMEADAMPTER MIOOUCFYiI'TEfD ma>RpTM¢wW 18PF%ILEA OWb1tCvOF AYiPFA[et4 1 --6 •'GI ExF#ie dHI-TT—Z l 1 ` ['Idr�d 11 1t= 611000N OIFRWWO TIWESH0ID 12 TUD B1107 W W..WMFMMFUTZWT M58LRY0.1M11 13 1100M M1004N ONSMNG Tl6ffSHIXD QMNNELCWER 14 11M1A H1001A ADETALSPAWR.MGMT ESHOLD.WTOINL 15 11W2A 4110= ACETALSPACER.WS 1HRESWW, OPTOINL 18 t1001A 4110MA AOETAL SPADERJQ0 TIRESHOW. OPTONIL m 91.W B1Y0 FI MEAMB OMWING 21 lato m3o0 wsiP..l2ann.190 %.ns HIGx Tl 6B]0 66930M REWFDRCEMEM. taW %2]EO %0.850.6W1.n 4 Ito 7BX112 11& 03XIMOPH6OATS . m-04=1T F) NO CHANGES THIS SHEET. - A 24 Id8 TIWB AMB SCREW COVER CAP 25 a" MMIN STIm[EPLATE INSERT '� It18 ]10YJIPFA MO %ASO PH. FL BM3 zr ro]0 U070K BUIBWEATHERSTRIP.IB1x.=HflGH 80 810D 8910 COORPANELTOP60oT1OMR41L J1 911E .11 OR PAN EL CI OERVL W O 0 a } n L7N g OdpO �� pp ZLLt�O no UUdaq g¢ DM11 O-, x-Z Y u� E> _ > p a R = b N p elep Y W O 19 O w 0 W - p ., LD nv8 32 BIT TFWO HNGE EMR SIGN m 1179 YFMFP W,EI MOX.WSPHFLSMS 34 91N Bm7W ITWssCUltr O vN O�w 35 IIM 81WOA 5.16-1971R MDROO 36 9W TIFAMRA WIMI)FIANGEOIEx NLrt w 9HA 6057E WEATIERs1WP CHANNEL W W It W N OO 0 0 W LL ¢ m ]6NFFT to X.75PTLFL TEK n 997 70997 MSKE BEPNEENPANELHEAWSU& PANEL 311LE3 i0 I013 67924G W5TP...167%.25 N.H,1IN9EAL 41 928 NT30 SLOE IIMTASY. OIUDDVE PANCL ONLY U 1145 7EXISPAW 88x.5D7PHFLSMSWPEB0.4 0 1212 ]FMG SILLWSTPLWA NACMEP M 9639 B:R1 DOOR PANE LA9TFUML I(d2tSM1W N J H I11 W a 0 Z Q m 0 9848 004 DOOR PANEL ASTRAGALMLIIW LL 0 m a»HS 0N- Z won c d 48 1213 MMOK WSTP.,O{ON,19J%.NM WGH HMI,.1M0) a7 929 74WLM M-,`LPPORTASSY. 4B 1139 TBVF .X.T50 PH FL SMS ® i ¢ O aIXt U 49 sm FO2 TAY 2PT. LOCKASSY. w 6RIWFS RUMERStEEVE 51 sm 41121 STfUM PLI SERT MMVE PANEL R 931 ]FP9P% OEAOBOLTSifLKE PLATE W 1118 TI PFA MOMMP FL SMS 54 95T 7�T% HAMME SMM PIAM w IIIB ]1%MPFA 810%.7WMFLUM EO W00 MD SMEIFIE HEADER 81 WID ml SIDEMIE SILL R 91M WN1 sIDEYtEJAM6 ® H55 ]BtPM %B%I.00DOMDPN.SMs 64 99B 1WB HEPO MS%En iIXXINGilmiB 61 s99 PM SIUOASKErs srowNDRlm99 93A 61841M SIDEUIE AM1IBAMPTEA BT M`rnNGB MEETMEWIrxI- `LNY... ]T., `A` S�0'.......'7� ` L\GENSF'•, �(� Q:' -k No. M705 .P _ �A'• 9 t5 ��- D:, �•C •• F �. i��s"-F=Ofl10P,:T�'G�t'S� TFTII I I111 A LYNN MILLER P.E. P.Ersnos 71 T120531! SETNNO6LOCK, Y3Y %1N xl'm]PSA B�OGL v16•xlrlxl•wmsA naa22A e<viK eEpoW ]J 9B8 fieBB BEPD, 18' 74 909 10 BEAD 92 989 5035 IDEM WIEROR 8] 1Z2C B1P24T BUIH.IHCA LLSEOINE%TRUOEOBEAO) 84 GLA21 G611KONE, DOW 0990R981 95 OU38, LB'uMl-11B'A,.BOPVB, &16'MS BB GLA39.9B'UMI-Il6'16,.90PVB.11fi'HS 97 GUSS. Tl16"uMI-L1P A..N PVD, 110'10 9B GUM,]110'uMl- YIB°H9..50 PVB, Y.ts Im 11I%MA 41106A ACETAL SPA[ER.b6 ®1NRESHOLO.OPlIOML MIN tod oFF-THE SHE1s xvflFTUR11 A65EM8LY, 7116'IxNOW. GR35TEEL ITEMS USED # 17-19, AND ARE 28, 29, 5 NOT PART 9, 68, 69, 75-79, M-91 & 99-101 ARE NOT OF THIS APPROVAL. PMA DaICHWOn N8MH41 80 KOmmBIin045G TP55pace Syslvn 81 OVanCx SUDIX opa[eT a%T WIB HIX MMI BMyI See19d 58eH Tar 82 Ouanex Olnseel Spe[x MMelels BJ CBtSreI N. E803 SpOCeT -1.750� I-1.750� �1.750� —1.750� 002 4000 .U62 4.100 A82 4.100 .062 4.100 4.96 "75 L L L I DOOR PANEL DOOR PANEL L9, 3Q TOP 6 BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL 6063-T5 6063-T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL 6063-T5 6063-TS �1.500+{ 9655 3.111 125 .750 w3 050 .3 [yyy4 050 550 .883 1.400 050 T 1 FILLER HEAD ADAPTER 34 TRUSS CLAMP4 3 76"GLAZING BEAD 76 5/6" GLAZING BEAD 0 6063-T5 6063-T5 6063-T5 6063-T6 I--3.000� 1.2n��II II �II 1A79 Iloso 1 II-� I'll II OFRAME HEAD 6063-T6 oW�� 0]9 1.489 489 T3.000� OUTSWING THRESHOLD 6063-T6 GO SL HEADER 6063-T6 1. 9 .0i5 5.212 4.586 5i SL SILL 6063-T6 I- 1."o-1 3.000 .050 L ____j 20 DOORFRAME JAMB 6063-T6 J1.5i8 I dW 9s9 3.059 /C� <J SL JAMB 6W3-T6 .050�{,� o hhhhhCCCCCC�7�7�7�p�7�7 .250-+ 37 WEATHER STRIP CHANNEL 6063-T5 0.375 2125 .125 32 HINGE 6063-T5 � r--.1)2 L 050 fiO3 74 IG GLAZING BEAD 6063-T5 .504 1 .830 Imo- .O55-ylr-�J_ rl ,13 CHANNEL COVER CHANNUTSWEL COVER 6063-T6 oso r~2.]50--I 1.000 SLJAMB 66 ADAPTER .BSO� ;125 .2.2 TUBE MULL 6063-T6 6063-T5 rnO0uCf6¢Y18® Wdlm nlC�+11�We R>•1!� AmplweeN4 0 OI E1Wsr an�z FINOCHANGESTHISSHEET.-JR -ralmn C e 3 .ae o � C m y O N 1 al 0 0O �W 2 mUd R2 ®< W _ m f Y (� W j en90 nN .HMO W ¢ o Z m 0 m N ."5 0 O 0 m ® 0 N L] U m W O =7s O LL N J U j al xx TABLE 5' Design Preaeure Sea Shea12, Tebla 1 20-7IB• MAX. O.O. pA HEAD FRAME MAX. �._ ZONE HEM 13114• / / S F) NEW SHEET COMBINING SIZE / „ ELEVATIONS. ZONE ELEVATIONS 2318' No ANDANCHORTABLES.-JR- //�Q.c " Q / < N O / E lbJre, T H ?r O MAX.OLO \\ � pn � a� ON ;< 1 j)H 0w8s\ (\ ZLLm .i W 2481i8\ \ Z W Ra MAK DLO\ \ U U d at. W \ \ W Z m i. o0 1 \ n> e [ w ZONESILL C' � W $ 0 l w O 07FRA MAX. K DDOR FRAh1E WIDTH O r,�rs O TYP. DIMENSIONS OF LOAD ZONES FOR ®g 0 F SINGLE DOOR, X SINGLE DOOR, X € z z 'a w n w=x M1TODuce"'mm O LI Q �oaPauiH a, Fp(B, m o b=PWeMo 1i'O Say.OI V J 0 mM�b.DiNs` a ¢ X 0 NOTES: - c •.jam P 11 fy 77 1) SEE SHEET I FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. a�a, A4�nC `o,�,I,oN� SN.rH,(•,��'rl��. 2) DOORS MAY BE I.EFT OR RIGHT-HANDED. 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4'MIN, O.C. FOR CONCRETE, P MIN. O.C. FOR CMU): �* N6.58705 *s JAMBS(ALL):13-114"MAX. FROM CORNERS AND 239B" MAX. O.C.- HEADBSILLOFOOORS: V MAX. FROM CORNERS, 9'MAX. FROM ASTRAGAL CENTERSAND 20-7/8-MPX..G. �9'j�>� � •�` :O STRIE"Op "; 4)FOR SG'ES NOT SHOWN, ROUND UP TO THE NEXT AVNLABIE SIZE. 5) FORANCHORAGE INSTALLATION DETAILS SEE SHFET 14. rrr7'r�, ONAL 8��� r 11111I111 A LYNNMILLEq, P.E P.E95B105 X DOORS, ALL GLASS TYPES ANCHOR TYPE 6 Sl9SSiRA R. D, WOOD 3ALUM 1,2, CONC WAD ZONES a x i1 m x a x !r x uAX OOOft LVIDIH FSZE 25.50 78.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 5 2 4 2 8 2 4 2 27.50 79.76 83.76 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 8 2 4 2 6 2 4 2 31.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 8 2 4 2 6 2 4 2 8 2 4 2 7 2 4 2 33.50 78.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 8 3 4 3 7 3 4 3 7 3 4 3 35.50 79.75 83.75 87.75 81.75 6 3 4 3 6 3 4 3 B 3 4 3 7 3 4 3 7 37. 6 3 4 83.75 87.75 91.75 95.75 4 3 7 3 4 3 7 3 4 3 7 3 4 3 XX DOORS, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD ]ALUM 1 2 CON LOAD ZONES # 6 s # � h ayq 4 x MAXDOOR FRAME WIDTH MAX FRAME HEIGHT' 47.75 79.75 83.75 87.7E 91.75 95.75 4 3 4 2 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 51.7E 79.75 83.7E 87.75 91.75 95.75 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 6 4 4 3 55,75 79.75 83.7E 87.75 91.7E 95.75 5 4 4 2 5 4 4 2 5 4 1 4 1 2 6 4 4 3 6 4 4 3 59.75 79.75 83.75 87.75 91.75 95.7E 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 91.76 95.7E 5 5 4 2 6 5 4 3 6 5 4 3 8 5 4 3 4 3 67.75 79.75 B3.75 67.75 91.75 95.75 6 5 1 4 1 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 4 3 71.75 79.75 83.75 87.75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 4 3 TIFF I -718 e• MA%. I I I 8S3/4' MAX. FRAME HEIGHT TH 71J/4"MAX. DOOR FRAME WIDTH TYP. ELEVATION OF XX CONFIGURATION ea--x--X'-t / \ a / \ T a \ / \ / 1&114' - 20-716" 9• '--H 6"MAX. SILL' SILL F- 63314- LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS.I 2) DOORS MAY BE LEFT OR RIGHT-HANDEO. 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4- MIN. O.C. FOR CONCRETE, P MIN. O.C. FOR CMU): JAMBS (ALL :13-114' MAX. FROM CORNERS AND 23-IM-MAX. O.C. HEAD & SILL OF DOORS: B• MAX. FROM CORNERS, W MAX. FROM ASTRAGAL CENTERS AND 20-7/e 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 GLASSTYPE A, 6M/4" MOE X 91314" HIGH DOUBLE DOOR. ANCHORTYPE3INTOWOOD DESIGN PRESSURE =+75/-75 PSF. SEE EXAMPLE 6, SHEET 2 FOR OF EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 6 ANCHORS Q EACH JAMB 5 ANCHORS EACH DOOR PANEL HEAD 5 ANCHORS EACH DOOR PANEL QN SILL OSEE CIRCLED VALUES ON TABLE 6. X =DENOTES ANCHOR LOCATION. momcfREvam b �P1)V{w1Y 44'ituib A,uf14i. 17-OiD'j' 01 lEy,W�Y6��hte ,,Lc t�2. ws4`4ww PMzihktl�•-. e F) NEW SHEET COMBININO SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES, -JR- 04110117 > N Y f ❑ U2 C, O 7 I, 10 K A 0�q Z O ZO m r 3:W U /4) w apdD w w r>a w oZm ❑ N .y LL O K 19 ® 0 ❑ 7 v5 x FN- F U Z W oroa5 O LL w j ❑ o I O SIDE LITE, ALL GLASS TYPES ANCHORTYPE A 2.3, WOOD 3AWM 12 CONIC LOAD ZONES i 0 w q o 0 iu o MAX SIDE UTE FRAME MOTH MAX FRAME HEIGHT 10.75 79.75 83.75 87.75 91.76 9575 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 91.76 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 7 3 4 3 36.75 79.75 83.75 87.75 91.75 95.75 fi 3 4 3 5 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 MAX.1. L. 2 MAX. O.C. T- 1717-71B' B- TYP. ELEVATION OF SINGLE SIDELITE, 0 93 314' MAX. FRAME HEIGHT SILL ZONE "E' LOAD ZONES FOR SINGLE SIDELITE, 0 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) ANCHOR QUANTITIES ARE EASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, P MIN. O.C. FOR CMU): JAMBS (ALLY. 13.114-MAX FROM CORNERS AND 2 IV MAX. OC. HEAD 8 SILL OF SIDE UTES: 6" MAX FROM CORNERS AND 24-WO MAX. O.C. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE,. 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. uOWCFLLEV160B m plywg+ We Liutla bowioiCafe AttepWses Na) -D$L .OI E,yNwW De1e 91� 2_ 4.wl wr ,edeaX - F) NEW SHEET COMBININ"Se ELEVATIONS. ZONE ELEVATIONS ANDANCHORTABLES.-JR- z WlW17 N Y U' O ❑N �� o N a TU' a s ixO o J o u w Z o wV io ®y vi e FZm W uv.w0 Jv0 W J o oZ W z m � ❑ N V_ ,g O K m p IHVS ® p S z z z z O LL alv E w `o U j ❑ Q p ❑ XO & OX, ALL GLASS TYPES ANCHOR TYPE &23, SUBSTRATE WOOD 3AWM 1.2. CONC [MAXMAX LOAD ZONES 0 w ISi o h a x Q x m o N o 23 x Q x UTE 6FRAME WIDTH FIDE RAME OR WIDTH FRAME HEIGHT 10,75 25.50 79.7E 83.75 87.75 91.75 95.75 4 2 3 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 B 4 2 2 4 12.75 2750 79.7E 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 19.00 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 3 4 4 1 3 4 1 6 1 4 2 3 4 21.75 31.50 79.75 83.75 87.75 91.75 95.75 4 3 5 5 4 2 2 4 4 3 5 6 4 2 2 4 4 3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 5 3 5 7 4 2 3 4 27.75 33.50 79.75 83.7E 87.75 91.75 95.75 5 3 5 6 4 2 2 4 5 3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 6 3 5 7 4 1 3 1 3 1 4 6 3 6 7 4 3 3 4 36,13 35.50 79.75 83.75 87.7E 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 36.7E 37.50 79.75 83.75 87.75 91.75 95.75 6 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 5 5 7 4 3 3 4 7 5 6 7 4 3 7 5 1 6 1 T 1 4 3 3 4 ANCHOR QUANTITIES FORTHE DOOR AND BmE Dln In el: DETERMINED INDEPENDENTLY. 20-7I8'MAX. 6'MAX. B• l- I MAX. 3 13-114'L.23.118- \ \ NTO.C. S.695.314"84318• [IR MAX. MAX. OLD H��:2G9116•MAX.OLD 13-114' MA%. 36-314" MAX. SIDE 2. MAX. DOOR LRE FRAME WIOTH =RAMS WIDTH 73-iR'MAX DOOR�SIOELn FRANEWIDTFI B MDAZONE'=' HEAD BONE "LE'� N SILLL ZO E`LL ZONE' 6"MAK LOAD ZONES FOR XO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE SOX SIMILAB)SIMILAR) NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE RABED ON SPACING AS FOLLOWS (4-MIN. O.C. FOR CONCRETE. 4" MIN. O.C. FOR CMU): JAMBS (AL). 11114' MAX FROM CORNERS AND 70.118' MAX.O.C. HEAD & SILL OF DOORS: e" MAX. FROM CORNERS, T MM. FROM ASTRAGAL CENTERS AND 26.70 MAX O.C. HEAD & SILL OF SIDE LRES: B- MAX FROM CORNERS AND 2"8 MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAIL4BLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LUTE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 314-ONCE ASSEMBLED. i` PRODOL`FR6L O Elit>.+rpQsda IYA6 L�'1}3.4bR@y�L V(A EXAMPLE: XO WITH GLASS TYPE B, 36' X 84" SINGLE DOOR WITH 36"X 84"WIDE SIDE DTE, DOOR DESIGN PRESSURE = RS I d5 P6F DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 4 ANCHORS DOOR JAME 3 ANCHORS DOOR PANEL ® HEAD 3 ANCHORS tp2 DOOR PANEL ® SILL 4 ANCHORS ® S1DE LITE JAMB 3 ANCHORS Q SIOE UTE HEAD 3 MICHORS 0 SIDE LITE SILL OSEE CIRCLED VALUES ON TABLE 8. X =DENOTES ANCHOR LOCATION. FI NEW SHEET COMBINING BILE .n ELEVATIONS, LONE ELEVATIONS t AND ANCHOR TABLES.-JR- ¢ 84/18/17 N Y 0 III > a O 0 0 0m C N o w 2 m of Yn6 O W v � J r > pp O Z w m Y O O ® O03-0 N U F Z a wQ P-7 O LL X r O e5 0 O Q '= m v Y LYNN7j''.. * : No. 5870EIs ' �'SS�ONAL 2j71111111 U1`` A. LYNN MILLER, P E P.E.05B7N5 OXO, ALL GLASS TYPES ANCHORTYPE B SUBSTRATE 2, 3. W000 3 ALUM 1,2, CONC LOAD ZONES m O 1u N a O 5 N a x P m O w N a O N x MAX SIDE LDE FRAME WDTH MAX 'X 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 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 5 4 2 7 4 2 5 19.00 29.50 79.75 83.76 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 85.75 4 3 1 8 4 2 3 4 3 8 4 2 5 4 3 8 4 2 5 5 3 8 4 2 5 5 3 10 4 1 2 1 5 27.75 33.50 78.75 83.75 87.75 91.75 95.75 5 3 8 4 2 3 5 3 8 4 2 5 5 3 8 9 2 5 6 3 10 4 3 5 6 3 10 4 3 5 36,13 35.50 79.75 83.75 77.75 91.75 95.75 6 4 8 4 3 5 6 4 8 4 3 5 7 5 8 4 3 5 7 5 10 4 3 5 7 5 10 4 3 5 36.75 37.50 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 4 8 4 3 5 7 5 10 4 3 5 7 5 W 4 3 5 7 5 10 4 3 5 ANCHOR DUANTIIIES FUK Inc Cwn. aIuc..,c-- DETERMINED INDEPENDENTLY. 20.7/8°MAXOa T. 6•M.M MAX. 12b314°MAX. O.C. MAX 13-V4° MAX. L � 2X D.C. / MAX, O./ r/ 8M A4° MAX. 84319° ® FRAME MADLO HEIGHF 24Mfi\ MAX. OLD \ I I I A 36-3IFR4' MAX. SIDE 3 LITE AME WIDTH 3L MAX. DOOR FRRAA ME WIDTH 10 M-MAX.DDOR•SIOEUTEFRAMEWIDTH TYR ELEVATION OF OXO CONFIGURATION INOT AVAILABLE WITH REINFORCEMENT) HEAD HEAD HEAD 17- ZONE'E" ZONE "P 2HEAD \ I BILL ls• 1 - r >ONE'P�ZSIL WELE'� LOAD ZONES FOR OXO CONFIGURATION Desl9n Pressure Reinkrcad: NIA Unlanhrced: gee Sheel2, Tehlee 384 NOTES: 1) SEE SHEET 1. FOR G1A55 AND ANCHORTYP�.DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT+IANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4° MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR,CMU): JAMBS (ALL) : 11114' MAX. FROM CORNERS AND 23-10 MAX. O.C. H EAO 8 SILL OF DOORS. B° MAX. FROM CORNERS.9° MAX. FROMASTRAGAL CENTERS AND 20.7,8'MAX. OC, HFA08 SILL OF SIDE LRES. W MAX. FROM CORNERS AND Z4 VMAX. G.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THFT 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) S10E LITE OVERLAPS DOOR BY XV ONCE ASSEMBLED. F)NEVJ SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATION. ,'. ANDANCHORTABLES.-JR- ° 04/10H7 N_ Y C6 a 0 O o y J O ZLLt00 Z 2 IL7 Ra ® N H W J n>.p w � oZv ❑ N � LL O 0: A ® 0 e-5 T N W k ❑ U Z O W Ipi ¢ �j aI E w ❑ `o D o 00 ❑ +w 'oaao ae XXO & OXX, ALL GLASS TYPES ANCHOR TYPE& SUBSTRATE 2, 3 3, WOOD ALUM 1,2, GOING LOAD ZONES Q w q m a I p a x m 4 m a Wi m b a x y x MAX SFRAME WIDTH MAX VCDOOR 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 1 6 4 7 4 2 4 3 5 19.00 55.75 79.75 83.75 87.75 91.76 95.75 4 3 5 4 7 4 2 4 2 3 4 3 7 4 2 4 2 3 4 3 t64 7 4 2 4 2 3 4 3 7 4 2 4 3 5 4 3 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 B 4 2 4 3 5 5 3 6 5 B 1 4 1 2 4 3 5 5 3 6 5 814 2 4 3 5 27,75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 1 5 5 8 1 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 36.73 67.75 79.76 83.75 87.76 91.75 95.75 6 4 6 5 8 4 3 4 3 5 6 4 6 5 8 4 3 4 3 5 7 5 6 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 78.75 83J5 87.75 91.75 95.75 8 4 34 3 5 9 4 3 4 3 5 H 9 4 3 4 3 5 10 4 3 4 3 5 10 4 3 4 3 5 DEIERMNEDINDEPENDENTLY. M MAX. 20e16' MAX C.C. �9-MA%. v rwr 24-314- MAX. O..IC. 1 8' MAX T / \ / \ SEETABLESIA. 23-1R' / \\ SHEET2FOR -T REINFORCFhiENi REDUIREMENTS. 9 S: MP ® / MP \ / / HER 84IN6' 40 / / 24.81164 / � 33;N8' MAX. DLO\ / MAX OLO Deslgn Pressure RNerome4: sea sheet z, raaaa 1 & 2 Ulaeinrorcad: sea Sheet 2, Tadee 384 a' AS HT TIO L713 4' MAX OOOR FRAME WIDTH SIDE LJTE FRAME WIDTH 107J/4' MAX. DOOR. SIDE LITE FRAME WIDTH TYP. ELEVATION OF XXO CONFIGURA N NOTES: (OXX SIMILARI -ZONE 'D' ZONE"�ZONE SILL SILL,_ Blue LOAD ZONES FOR XXO CONFIGURATION (OXXSIMILAR) 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. D.C. FOR CONCRETE, 4' MIN, GO FOR CMU): JAMBS CALL): 13-114' MAX FROM CORNERS AND 21W MAX. O.C. HEAD & SILL OF DOORS: T MAX. FROM CORNERS, 9- MAX FROM ASTRAGAL CENTERS AND 20-718- MAX O.C. HEAD & SILL OFSIOE LITES: W MAX. FROM p CORNERS AND 2"4' MAX O.C. N m 4)FOR SIDES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE BQE 5) FORANCHORAGE INSTALLATION DETAILS SEE SHEETS 14& 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIOE UTE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 314" ONCE ASSEMBLED. mo ucrsevoI MY�LiTKY ANepunfb 1 _a Zq. D 1 E.p4ellMOlte u19R4't ecru e F)NEW SHEET COMBININGSI) ELEVATION$ ZONE ELEVATIONS AND ANCHOR TABLES. -JR- e 0411Ni7 N Y (� F O j nay K < O n to ao OJ j o 6 a Z Z W N ni J w S DiS ua N <s 00. HW" Z ' w0 '+ NI �Zm O N WO � N W W O want � p U Z a wO X awns � � O w of Q xJO4 d Q X apg 'asa,] s * i No. SEAM P.E. OXXO, ALL GLASS TYPES ANCHORTYPE&SUBSTRATE 2, 3, WOOD 3 ALUM 1.2,CONC LOAD ZONES m � O w 3 q i O 4 iz �a(( X m IS O w w q i O 4 �aC4 X MALI SIDE LITE FRAME WDIIH MAX'RC DOOR FRAME WDTM MAX FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.76 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 74 2 3 12.75 51.75 79.75 63.75 67.75 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 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 3 1 81 4 1 2 1 5 21.75 59.75r7975 4 3 8 4 2 3 4 3 8 4 2 3 4 3 8 4 2 5 5 3 8 4 2 5 5 3 8 4 2 5 77.75 63.75 5 3 8 4 2 3 5 3 8 4 2 5 5 3 8 4 2 5 6 3 8 4 3 5 B 1 3 10 4 3 5 3BA3 67.75 79.75 8375 87.75 6 4 8 4 3 5 6 4 8 7 5891.75 R35 7 5 1095.75 7 5 1D 36.75 71.75 79.75 83.75 87.75 91.75 95.76 6 4 8 4 3 5 B 4 9 4 3 5 7 5 9 4 3 5 7 5 10 7 5 10 4 3 5 ANCHOROVANDTIES FORTHEDOORANDSIO U ETOBE DETERMINED INDEPENDENTLY. 2: MA 2718•MAX. O.C. JI}-yI 6'MAX. Q. MAC 9•MA%. 1A3/4'MA%.O.C. X. II B L \ 11M' SEETABUM14, T \\ SHEET2FOR REINFORCEMENT Bgy MA REQUIREMENTS. FRM 84.39• MAX DLO w / HEIG 24911811 / � 33-SIB" MAz.OLD\ / I MAX. DLO _9 AA 363'4•MAX. SIDE 71.4M•MAX DOOR FRAME WIDTH LRE FRAME WIDTH 143314• MAX.1300R • SIDE LUTE FRAME WIDTH TYP. ELEVATION OF OXXO CONFIGURATION �2CNE E'- ZONE - I ZONE-F-�- ZONE -0 i / \ m / \ w / \ 0 SILL 20NE'E' 2P7B' &"MAX. 24314' ft' ZONE'F'.,�;��� ZONE'E' LOAD ZONES FOR OXXO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE NOTES: I) SEE SHEET 1 FOR GLASS AND ANCHOR TYPEOESCRIPTIONS. I• 2) DOORS MAY Be LEFT OR RIGHT-HANDED. IE 3) ANCHOR QUANTITIES ME BASED ON IT SPACING AS FOLLOWS(4• MIN. O.C. FOR CONCRETE, 4• MIN. O.C. FOR WILY. JAMBS fAU): 13114• MAIL FROM CORNERS AND 239B'IMAX O.C. HEAD & SILL OF DOORS: 6• MAX. FROM CORNERS, 9• MAX FROM ASTRAGAL CENTERS AND 2b7V". O.C. HEAD & SILL OF S1DE LITES: T MAX. FROM CORNERS AND 243I4' MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. LOCKSA SIDE ME NOT AVNLA ILE ABUTSH REINFORCEMENT. LUTE ARE NOT AVAILABLE WITH REINFORCEMENT. 71 S1DE UTE OVERLAPS DOOR BY 3MF ONCE ASSEMBLED. EXAMPLE: OMO WITH GLASS TYPE B, 71-Y4• WIDE X 95-3W HIGH DOUBLE DOOR WITH (2) 36414- X 95314' SIDE LITES, ANCHOR TYPE 21NTO CONCRETE! DESIGN PRESSURE --UI 34 PSP, SEE EXAMPLE 4. SHEET FOR OP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 11 4ANCHORS ® EACH SIDE U7E JAMB 5 ANCHORS EACH DOOR PANEL 9 HEAD 5 ANCHORS EACH DOOR PANEL @BILL 3 ANCHORS EACH SIDE LUTE ® HEAD 3 ANCHORS EACH SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 11. X=DENOTESMCHORLCCATION., FI NEW SHEEF COMBINING SIZE .4 ELEVATIONS, ZONE ELEVATION. .tl ANDMCHORTABLES.-JR- e 94/IN17 N Y J ❑ o y P g m oe J m 2 J n ¢ Z o O W U (wB d 2 E y w_ Z i� ~ = - oN oZm o LLOm 0 K ® 0 O WK � U LNF- 2 a W g ;My O LL w O J w 2 O o U j avzOip zaCu]a5 ONYCENSN�/( �i U F'•.!, P.' p EDGE DISTANCE EDGE DISTANCE 2`(WOOD X SHEET LE EDGEDISTANCE BUCK, NOTEI A, BHEETI BEE TAB E 1XINOODOTEI EMBEDMENT ASHEETI BUCK,NOTE1 -• EMBEDMENT 114 MAX SHIM 1/4' MAX. SHIM 1/4' MAX SHIM SEETABLE TABLE 0. SHEET 1 EET 1 DOOR HEAD (WOOD) DOOR HEAD (CONC) DOOR HEAD (ALUMINUM) EMBEDMENT —.I EMBEDMENT 114'4�=GD lw MAx.SHIM TEDGE DISTANCE EDGE DISTA E I EDGEDISTANCEJ—STAGGERESTANCHORS SEETABUI STAGGEREDANCHORANCHORSA, SHEETI 1X WOOD SEE TABLE BUCK, NOTE 1 BUCK NOTE 1 A, SHEET 1 DOORJAMB(WOOD) DOOR JAMB (CONC) DOOR JAMB (ALUMINUM) rSEE TABLEA. SHEET 1 BEE TABLE P. SHEET 1 BEE TABLE A, SHEET 1 1 1W MAX. SHIM �114- MAX 1/4' MAX. SHIM SEETABLE SEE TABLE A A. SHEER EMBEDMENT EMBEDMENT 2x WO0D EDGEDISTANCE EDG ISTPNCE EDGE DISTANCE BUCK NOTE i DOOR SILL (WOOD) DOOR SILL (CONC) DOOR SILL (ALUMINUM) 1. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 1/2" THICK. Jx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRET CMU. WOOD BUCKS DEP D AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVIN CTIO 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 GROUTIS 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) moinIcTYBITm oaopyb;gLm stIM11 A Nwe�e�Ty 17-0 .0 ) E4LW O.m w.✓ a.a. .aac.aL FI CLARIFIED DETAILS. ADDE0 ALUMINUM.-JR- W10117 SIDE LITE HEAD (WOOD) SIDE LITE JAMB (WOOD) ,-SEE TABLE A. SHEET 1 SHIM wl '•'.x �'a'.�`.��— - I BUCK NOlE1 F_EDGE DISTANCE EMBEDMENT 1%WOOD 1114'MA%. BOOK SHIM NOTE 1 X SHEET I \ 11 1L.S_ 1 A SHEET 1 SIDE LITE HEAD (CONC) SID TE HEAD (AL N ) TAB EMBEDMENT A HEEL 114• MAX SHIM 1/4` MA%. SHIM SEE TABLE GE DISTANCE -T}' A, SHEET (EDGED° SEETABLE A. SHEET 1 SEE TABLE 1% WOOD BUCK NOTE 1- SIDE LITE JAMB (CONC) S E LIT MB (ALUMINU SEE TABLE A, SHEET 1 -SEE TABLE A, SHEET 1 1%WOOD BULK, NOTE A SHEET( ••_^.-. i•.'L: EMBEDMENT \ E DGE SIDE LITE SILL (WOOD) SIDE LITE SILL (CONC) SHEET (ALUMINUM) 1. WOOD BUCKS DEPICTED AS 1%ARE LESS THAN 1 1/2" THICK. ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR tTCC WOOD BUCKS DEPIC AS 2x ARE 1 1Y2" AM THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURIS 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NONMETALLIC 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 PERSUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) RNBUC[YEVFA oaprylgNLL WlYlli Aa�cp .es�t41%0$U .DI CxpII�Y�hI! <f 22 h I G M3s P+M1 cw1Jr F) CLARIFIED DEfAILS.ADDED l ALUMINUM.-JR-11111W1T h N ('� a a 3 N 0 a UN o IY n 0 O J O a W o . 2 U- I of ro 000 W o 0 ap w ".Ba nu W •L � J oZ >§ o MI a5 Q O ❑ lams ® ❑ J N U N Z ¢ W = eloa5 O LLW C J J W � J � � N op'1 v:ap se `s11L 111111///// NYLYNv ceN.... �aa NN..5587I05 *' Oxm a 3 )C '"',,'ONAL E%G�` /I 111110