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HomeMy WebLinkAboutNOASCANNEL) BY MIAMI-DADE St. Lucie Collntl, a DEPARTNIENT OF REGULATORY AND ECONOIDIIC RESOURCES (RER) BOARD AND CODE ADNENLSTRATION DIVISION PGT Industries, Iite' 1070 Technology Drive North Venice, FL 34275 ARAbII-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 'r (786) 315-2590 P (786) 315-2599 SCOPE: This NOA is being issued under the applicable rules and regulations governing the rise 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 (AIU). 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 revolve, 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 "SII-700" Aluminum Single Hung Window — L.M.T. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through II of 11, dated 09/01/05, with revision F dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Ivtiami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer'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 kill 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 die request of the Building Official. This NOA revises NOAH 15-0519.08 and consists of this page I and evidence pages E-1, F-2 and B-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0714.06 MIAMI-Dtr COUNTY � 1�,...a O� )� Expiration Date: March26,2021 �J Approval Date: August 18, 2016 Pagel PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted unrlerNOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single hung Window, Impact", sheets I through l I of 11, dated 09/01/05, with revision F dated 05115116, 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, Durasea10 spacer system, Super Spacer' NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. F'PL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by ldahnis Ortega, P.E. 2. Test reports on: 1) Air Infiltration lest, 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 .A) 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 aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., `Pest ReportNo. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.07-0322.06) 3. Test reports on: 1) Air Infiltration 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. F'I'L-4958 and FTL-5063, dated 10/03/06 and 11/21106, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 0 7-03-72.06) Manuel lE**;uther �.]'rodnetControl E. r'ner NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18,2016 ti-1 ,r PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and scaled byEdmundo Largaespada, P.E. (Submitted tinder NOA No. 07-0322.06) S. 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 aluminum single hung window, with fin frame, prepared by Fenestration'Festing Laboratory, Inc., Test Reports No. FTL,-4649 and FTL-4723, dated 10/05/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P.E, (Subm&ted tin tier NOA Nn. 05-1018.01) 6. 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) Small Missile Impact Testper FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced F.,utry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No..FTL-4947 and FTL-4650, dated 08111105, both signed and sealed by Edmundo Largaespada, P.F. (Submitted tender NOA No.05-1018.01) 7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact'Cest per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Pest Reports No. FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Ldmundo Largaespada, P.E. (Submitted under NOA R'o.054018.01) V 'j, ---'yJ/- ManuelP •ez, .E. Product Control s. finer NOA No.16-0714.06 Expiration Date: March 26, 2021 E-2 Approval Dale: August18,2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5e' Edition (2014), dated 05112/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 2. Glazing complies with ASTM 11300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (R.ER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No..14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacitc+t PVB Glass Interlayer" dated 04125/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with F13C-5" Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted underpreviousNOA No. 15-051.9.08) 2. Statement letter of Do financial interest, dated May 16, 2015, issued by manuf.'acturer, signed and sealed by A. Lynn Miller, P.E. (Submitfed under previous NOA No. 15-0519.08) 3. Laboratory compliance letter for Pest Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.1PTL-4649, FTL-4723. FTL-4947, FTL-4650,1+17FL- 4948 and F11.-4646, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.B. (Submitted under NOA No. 05-1018,07) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.B. G. OTHERS 1. Notice of Acceptance No. 15-0519.08, issued to PGT Industries for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 07/09/15 and expiring on 03/26/21. Manuelpe c"r, .E: Product Control E)(,n�ner NOA No. 16-0714.06 Expiration Date: March 26, 2021 E-3 Approval Date. August 18,201.6 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). A.G116- LAMI CONSISTING OF (2) LITES OF VB' ANNEALED GLASS WITH A.9 KURARAY BUTAOTE'PV'8(BY KURARAY AMERICA. INC.) OR MW SAFLEX'PV➢INTERLAYFR(BY EASTMAN CHEMICAL COMPANY) B. ISM LAMI CONSISTING OF (1) LITE OF W ANNEALED GLASS AND (1) LIM OF TIE" HEAT STRENGTHENED GLASS WITH A. .0M" KURARAY BUTACITE' PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX' PV'B INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 5110' LAMI CONSISTING OF (2) LITE$ OF 1/5' HEAT STRENGTHENED GLASS WITH A 09Y KURARAY BUTACITE'PVB (BY KURARAY AMERICA. INC.) OR.W.F SMPL EX' PVd INTERLAYER (BY EASTMAN CREAM COMPANY) D. 711V LAMA. CONSISTING OF (2) LITES OF 3116- ANNEALED GLASS WITH A.090- KURARAY OUTACITE'PVD (DY KURARAY AMERICA, INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7116' LAMI CONSISTING OF (1)LITE OF WIG' ANNEALED GLASS AND (1) LITE OF WIG' HEAT STRENGTHENED GLASS WITH A .MY XU RAtAY BUTACITE 0 PVB (BY KURARAY AMERICA, INC.) OR.Ma' SAFLEX' PV8 INTERLAYER (BY EASTMAN CHEL/%CAL COMPANY% F, Til O' LAM] CONSISTING OF (2) LRES OF 311 T' HEAT, STRENGTHENED GLASS WITH A.MW KURARAY OUTACITE'PVB (BY KURARAY AMERICA. INC.) OR.09T SA I-EX'PVB INTERLAYFR(BY EASTMAN CHEMICAL COMPANY) G. 13116- LAM] IG: (1) LITE OF1/8' TEMPERED GLASS, AN AR SPARE AND SH 6" LAMI CONSISTING OF (2) LITES OF 118'ANNEALED GLASS WITH A . 9 KURARAY 8UTACRE'PV8(RYKURARAY AMERICA, INC.)OR.090'SAFLEX'PVB INTERLAYER (By EASTAIAN(XIEMICAL COMPANY) H. 13116' LAMI IQ (1) LITE OF 1/3' TEMPERED GLASS, AN AIR SPACE PAD 5N6' LAM] CONSISTING OF (1) LITE OF118'ANNEALED GLASS AND (1) LITE OF 11B' HEAT STRENGTHENED GLASS WITH A A90" KURARAY SUiACITE' PVB (BY KURARAY AMEPoCA, INC.) OR .690-SAFLEX'PVU i.4rERIAYER (BY EASTMAN CHEMICAL CO:.IPANY) L 1&IG' LMAI IG: (I) LF E OF 1/6' TEMPERED GLASS, AN AIR SPACE ANDW16' LAW CONSISTING OE (2) LITES CP'1/8'HEAT STRENGTHENED CLASS WITH A-M0' KURARAY BIJTACITT(BY KVRARAYAAERICA. INC.) OR.090" SAFLEX'PlS INTERLAYER (BY EASTMAN CHEMICAL COMPANY) .I.13116'LAMB IF: (1)LITE OF 1/8-TFMPEREDG[,MS,ANAIR$PACF.AN07/16'.LAMACONSISTINGOF(2)LRESOF3116"ANNEALEDGIJ 8I.MTHA �0'KURARAYBUTACRE PVB(BY KURARAYAAIERICA,INC.)OR.OM"SFFLEX°PVBINTERLAYCR(BYCASTIVN CHEMICAL COMPANY) STANOARDSUSM.. :"14 FLORUDABOILUW3CO'JN (FUCI, SlLIEDITKKI AST11 EDW0 .ANSVA`VA INS-M12 FOR WOOD COUSTRUM ION .'WMIxLM DESIGN µANDAL, A Z O 'AMI-SYfO ?M,2010 K.,13115 LAMI IG:(1) LITE OF IS TEMPERED GLASS, AN AIRSPACE AND 7110'WAI CONSISTING OF(1)LITE OF 3/16'ANNEALED GLASS AND (1) UTE OF 3/1W HEAT STRENGTHENED CLASS WITH A.090' KURARAY SUTACITE" PVS (BY KURARAY AMERICA, INC,) ,OR AeV SAFLEXE FVB IN'TERLAYER (BY EASTMAN CHEMICAL COMPANY) L. /216' LAM[ IG: (1) LITE OF 12 TEMPERED GLASS, AN AIR SPACE AND 7116' LAMI C0 SiSTbNG OF (21 U T ES OF 311u HEAT STRENGTHENED CLASS WITH A.09W KURARAY BUTACITE PVB(By KURARAY AMERICA INC.) OR.O%' SAFLEX' PVS INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M; IX16' LAMI 10: (1) LITE OF 1(8' ANNEALED GLASS, AN AIR SPACE AND 5/10" LAMI CONSISTING OF (2) LITES OF LB"ANNEALED GLASS W ITN A .090" KURARAY BUTACITE'PVB (BY KURARAY AMERICA. INC.) OR.090' EAFLI PVB V,TTERLAYFTI (RY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS: -OX" (111. VIEVV AND RADIUS TOP, ALI- AV IOW OR HICK SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATPPE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM F 1300. B. POSITIVE DESIGN LOADS BASED 04 WATER TEST PRESSURE AND GLASS TABLES ASTIR H: 1300. 4. ANCHORAGE; THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 0 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6- FRAME AND PANEL CORNERS SEALED WITH NARROW JOI NT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL.4845, FTL.4646. FTL4647. FTLA548. FTL4649, FTL-4660. FTL-4MI. M-4723, FT"957, FILL-495A AND FTL-5063. ANSVAFBPA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 0. SSRIE&MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED d METED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCRY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-U ARE ALLOWED. NOA DRAWING MAP SHEET GENERALNOTES......_.._ i GLAZING DETMLS....... .... 2 DESIGN PRESSURES ....... 3 ELEVATIONS_ .................. 4 VERT SECTIONS.„.......... 5 HOPo2: SECTION$...:.:....:.5 PARTS LIST....... ........... .... 0 EXTRUSIONS .... ....:......._ T CORNER DETAL.............. 7 ANCHORAGE... .......... &11 rw& -ALUM. SINGLE HUNG WINDOW, IMPACT N,.,,,yR.. �. m.,vd , NOKOwS,RIn>a 1rR1A,y B,ru. '""' > ;Lll_P''ILCFRP.E. F A'. ans�s .r.l Pnun> ;TMn NISI 1 1 -0040-217 F FlP EEA 56'O6 . I W NOM, GLASS BITE ANNEALED OR HEAT STRENGTHENED CLASS PVBINTERLAYER ANNEALED OR HEAT STRENGTHENED GLASS I'NOM. D GLASS 89,61 Gr 82 V21NOM. GLASS BITE 7116' LAMINATED GLASS Part# DwripOan Melerlal 71 Nemmeding4SGTPSSpacer SYWm- 72 Own Super SPKp VXT Wlh Hot Mell Butyl Sea dii. Sheet for 73 Ouanex Dumont Sparer MaWriale 74 CaldlnefHL Edge Spacer HEAT STRENGTHENED GLASS R HEATSTRENGTHENED GLASS Y71-74 71-74 EXTERIOR INTERIOR (ALL SECTIONS) • QRARAY 6UTACME q OM. IM"NOM. PVS INTERLAYER J]g BITE 46 GLASS BIT[ or SAFLEX`PVS INTERLAYER BY 38 I 70 EASTMAN CHEMICAL COMPANY 1lbANNEALED OR HEAT STRENGTHENED GLASS-3n6"ANNEA.LED OR HEAT STRENGTHENED GLASS.090 PVB INTERiAYEMR R .090 PVB ERLAYER 1(e'AAVEALED OR HEAT STRENGTHENED GLASS --&HS' ANNEALED OR HEAT STRENGTHENED GLASS SlIW LAMINATED 71ITI.AMINATED AIRSPACE AIR SPACE US' ANNEALED OR TEMPERED GLASS 110' TEMPERED. GLASS T-A—INN 6"NOM. 13M6'NOM. 13/16" LANAI IG GLASS 4Ji 8/16" LAMI 86,87,88 or 92 13/16' LANAI IG GLASS Vil 7/16" LAMI 89,90 ar 91 o KODISPACE 4SG TPS 48T LAN# IG OUTBOARD LITES MAY DE UPGRADED TO 3/16' WITH NO CFV NG21N DESIGN PRESSURE. FRnrnacrRBVISEn ALUMI«urn ssa .N+•Iau:.zn as FIM4A 110UELT 9UTIL REWrORCEMEW PV.YIEO- �MWMANT6aLLAREA Euldiny 44v STRUCTURAL BUTRENE- A'mz �1 Q I�,1 NE yad'NCLL SEAL �S'16'NCM SILICOplmiVVzr:CMe CM FOAM S'�GN@d' e-SiLIMNESEAL BY 11 BUTYLE 'MT gCLL{OflbL=n Nirml [ Mcl'mdunl]u OESICCAN nLSKCANT FCAM STAIM14E55 STEEL EXT. Qd s SXT. GLASS u ExT. DLASS , A63 INT:GlA55 ....INT. {9LP55 / .••.: ♦•.'tu INT. BLABS U SUPER ® m D�m OAL EDGET" SPACER NXT T" SPACER SPACER ^'•-.� 6lYflb ;:' zr T ®! f A WAIC IICTArr C 2 O I xac r NOxanS, rtaaaa V4:E5'#-'�+ `� d `" A. LYN FB'PE. F.k 9/1/OS JJ.3g7 6Mm Full 2 ar} �~4040.20 F FL P.E.#66705 -5312'M�.FLANGEDWIDTH - 521 A'1]•X. LF. WfOTH �49 SIW MAX, FIIXEC D� p.—.I DLOA DLO EE OLD D I75'dA%. TAX. 75°MAX. SEE DLO LF, A A LF. LF. TABLE p� HEI 76'MAX STABLE D HEI HT SEE DLO C HEI hR iABLE O FLANGED 1 FHEI BHT FLANGED SEE OLD 3b T110' �I 1!T HEI Hi HEI T TABLE X SASH SEEDED S E BEE DI.O S (mom) NCI NT TABLE =( NO E4 i TABLE = J NOjEa I,I abt/4°MAX VENT DLO (ALL) DETAIL B DETAIL DETAIL A VIEW (STANDARD SASH) RADIUS TOP_(STANDARD SASH)_ '1/1 f a— E� 11 .. If If 7:i MAX. I 7S MAX. I I:F. LF, SEE DLO 'I HEI T E-.- HEI�HT� TABLE �¢/� SEE DLO o % 78' 1.1AX. TABLE O ]8" MA.C- FLANGED FVINGED HEI HT j HEIGHT // PtODUCT RLVU6U SEE DLOTABLE X % I 'I SASH ( SEE DLO TABLE Ir X �f i SASH u I�F4i�b LM➢M4 HEIGHT L _.. �' HEIGHT A r ranw b4lb-O I .OBI t gTa�Yx1G.:�e DETAIL D DETAIL VIgL!JCUSTOM SASH, RADIUS TOP (CUSTOM.SASH) . 1Nul IGun. NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, 2 SEE SHEET 7FOR CORNER DETAIL VIEWS. _ 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 8. SASH HEIGHTS FOR S'WiNUARD SASH WINDOWS (DETAILS 58 C) ARE BASED ON ATHREE OVER 1WO FORMAT, _ELEVATIONS - NawiO ha"m.. v 10}X 1W\La�71NUYF, JJ, )tL /ALUM. SINGLE HUNG WINDOW, IMPACT A LYNN NtLLER, P.E. rw�. norco.rs,Rz:n1 Vr,R,S B.nn � �fiK NI"S 4 • 11 Lp4040-20 F FL 5870 P.E.95 :Z'1>715 Jy'.3107 MAX FIXED LITE DAYLIGHT f OPENING OUTSIDE NOTE: MIN.(1) SWEEP LATCH ATFNTCELINE Oil GEDOFOPTIONALBOTTOM LOCKS.(1)6VRMEACHSISASH.26 27 INSIDE INSIDE MAX. VENT DAYLIGHT OPENING 31 7,SOR17 -- 25 1 OUTSIDE SECTION A -A INTEGRAL FIN (I.F.) FRAI✓IE SECTIONS 47 4 I iI HIGM 1�TI SILL �j 2.�30 1 L — LO1 L 111E V I 48 OHIGLOWSILL HEAD V SEE NOTE ABOVE 1 ALTERNATE HIGH SILL t-2-JR710—LF. FRP1dEI OUTSIDE TE: BALANCE PARTS USED SEA ON SASH LV[IGHT 10,11,15,16 1'RpO1+C'f nLVlBh'D p1Y;*•3vWIM1 W Ybf19 ilu dma G4 . 6.0 6 1 A.«plm.�r+a 14.06 14 ?bl. C^i>ai IYnSai laAvA 4 _ P ..M less „w, •„� ,,g,,, A. LYNNI. LEER, P:E. mn mc, ee„oA t+OxOs'L;. [t 311r+ Vuibp Hem+ S400 Hall 3 •. 11 4040T0 AF FL 66T06 4204 W;1tI6'YI 35 I�EiYYl�LH1L41siRicla_�.]�(14Y�_h�r—�iYYYa 56 1 1630 2.764 ------- i lj f. 30 062-- — 11 47 FRAME, I.F. HEAD p4071A L063T8 48 FRAME, I.F. LOW SILL R4072A.606}T6 i 2 7 2� NOL1 TWILCKNE55 OG lY/:f SGRttY SYflING 1G%JY 1 --1021 ' j S6 ISCREENSPL!NE-.13EOIAFONA 61624K 50 FRAME, I.F. JAMB 49. FRAME, I.F. HIGH SILL #4074B. 6063-T6 N073A 6001M (USED AS RADIUS TOP HEA) - PARTS LIST ALUM SINGLE HUNG WINDOW. IMPACT LY1IILLER P.E. rc ...,�. — mmr�c«wo'oaroaxe nGW50-S.iL 11 ✓v/bS /lev..: •wa.. u. / '.60. 7 FX 9YR3 Jl 2/3yDT swOn MS 6 1 71 _ 4040-20 FL P E 3 5587C6 P.E. r(� ,082--� _ , 1 I138� 2.BM I 2.330 062062-J. , O FLANGE FRAME HEAD 44002A, W03•TO iJ49--j 2T30 .D62 11 6 FLANGE FRAME JAMB i C4C04, 5G83•TS (USED AS RADUS TOP HEAD) —I tanz f� o6z—{��5 21 FIXED MEETING RAIL %4-054A,6063H0-T6/� I.F. FRAME D or Du i1 FLANGE FRAME SILL (LOW)I , WELD \'J Y400dC, 00 TB 6 Of 50 hLON 1 SCRE SEALANT OR GASHET `li O(755 I ATHEADAND,SILL .W2 ,40D pip I I—t.4st—IT VIEW D-D VIEW E-E (1/1EVIEW HEAD S SILL, RAUIUS TOP SILL) (PADIUS TOP HEAD ONLY) OSASH STOP 17 SASH STOP COVER_ _ _ FRAME CORNER CONSTRUCTION N4025,6063�T5 0405ZLW6 f-TS r- -sF i �2.2'79— 1 t�T 062 23 SASH TOP RAIL %4006C, 6063HS-TO 4 I--2 .Daz+.. l i 2946 3M6 C82-� 1i 1 I--2.704--I 69 FLANGE FRAME SILL (HIGH) 04050A, 6063.T6 66 SASH BOTTOM RAIL (HIGH) #4051A, 6363-TS naxrx+a. n=<zr< D31 SASH SIDE RAIL 44008, 60fi345 28 SASH BOTTOM RAIL(LOW) 9400T, BC63-75 050 9%8 1.086-Ili _LL��I � ,t4 GLAZING BEAD 7/16' 94222,605T5 .060--�'678 1.115��—�� 45 GLAZING BEAD, 7116' %9850, 6063-T5 (USED Wl MILL KIT) 878 1,C98T--�I� 42 GLAZING BEAD, 5116" #40448, 5061T5 (USED W/ CRILL KIT) .6:B3 �-/ 04067, 606345 6 ' �Y( 6 & FRAME CORNER DETAIL__-"ti��i'•I"' ?�;<a f HUNG WINDOW, IMPACT f m.sw AL ILL870 P.E. '1 7 w FL P.E.f1 4040-20 F FL P.E.N 58705 ANCHOR QUANTITIES FOR!(1 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: � 28.603 34.603 1 40,603 1 46,603 52.603 1 W.603 64.603 76.0D0 ANCHOR - O�;Z 2mppNZ 2o�ON2 z� 0 z z-�-0 ol ZMpN2 ZmONZ 'ZmOH$ N NDOWTM GUSS N Uf UN5 U'UN 0'-ON O'UN� 80 O'-'ON O�ON GNU WIDTH TYPE 1rr 1 1 1 1 1 1 19,125 H,I,J,KL 1 I�2 7 1 111 1{ 2 1 7? p 2 2 1 j i 2 2 2 2 2 i 2 2 12 2 2 2 2 2 2 2 _1 2 -2 2i T 2I2 2 i 2 2 2� 3 2I23 3 AB,M1 12111 _7_1_ 7 1j21�11I2221I2 22 -if 27 P-2I2 223�22I2 222l2 2i22l22I22t2 _1 2["3223T3 _i C,D,E,F,G, 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1, 1 1 1 1 1 1 1 H,IJ,X,L 1 2 1 1 1 2 1 2 1!2 Sj2 212 1 2 _ 2 2 2j2 212 212 2I2 212 2f2 2j 3 21 2 , ZI2 2f 3 212 21-13 3 3 2�2 3 3 24.000 1' 1 1 1 1 t ABIM 1I2 _ 111. t 2 1I2 1I2 1 2 2 2 112 2 2 1.i2 2I2 2I2 2�2 2j212I2 2 3'2 2 2 21213 212 2�3 3I3 2;2 3 3 C DE,F,G, ,1 1 1 1 1 1 1 1 1 1 1 i... 1 1 1 2. 1 1 2 1 1 2 1 1 N(J K,L 11272223122I2213 2 tj223 YI3222132322233322333432 Ll334334d 32.000 ABM 1F 1.i2 212 213 1 2 2 2 2j3 tit 2[3 213 2i2 213 2I3 212 2[3 3 3 2 2 3 3 3 4 312 313 314 3 3 4 4 C,D,E,F,G, 1 1 1 1ffill2k 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,4J,KL 2 2 ij2 2 2 2I 213 2(3 212 2 3 2I3 2j3 2 3 3 d 2 3 3 3 314 313 3;4 3 3 313 4 4 1 1 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 1 2 A6,M 2�2 1�2 2�2 2 2i3 273 P�2 Yi3 2r3 2; 3!2 3 31A 2�3 3i3 3r�4 313 _2 314 3I5 3�3 4j4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 2 40.000 H,I,J,KL 2 2 1 2 2I2 2�3 212 213 2r3 2 2 2j3 if 213 2 3 2I4 213 3 3 3 4 2 3 3 4 1 0 3j3 3 4 4 5 3 3 4 4 AB,M 2 2 2 2 2 2 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1I2 2I2 Lj3 2�E 2I3 2I3 2.12 2j3 213 213 213 21412i3,313 3 4 2i3 3 4 3 b 3I3 314 4I5 3 3 414 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2244.000 H,I,J,K,L 2 2 212 2I2 2j3 2 2 2i3 2i3 2 2 3 3 2 4 2i3 3 3 314 2r3 3 �3 3 4 2j3 3 5 3I3 3j4 4$ 3 4 415M AB, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 L 2 22 __2 2., ._2 2 2 2(2 2�2 2j3 2 2 2i3 2j3 212j3I3 2i4 213 3f3 314 v 3 3 3 3�4 213 3I5 3 3 3 4 415 3'4 415 PSF 79 79 48.000 C,D,E,F,G, H,I,J,K,L _ 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2;33 —.. 2 4 - 2 2�3 2 3 3 2 3F4 2 2i3 2 3 4 2 314 2 2;3 2 3 4 2 3 5 2 3 3 2 3y4 3 3 5 2 a13 2 d 5 3 4�6 2 31A 2. 6�5 AB,td 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2...3 2 2 2. 2 2j2 ? 2 2j 3 2I2 2I3 3I4 2r's 313 3j4 2!3 3 4 3 4 2�3 3I4 315 3I3 34 315 313 415 4j6 314 .5I5 PSF 72 78 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 �2 3 3 2 3 53.125 H,SJ,K,L 2)2 2I2 2 2 2 3 2I2 213 3j4 2f3 3I4 3I4 2I3 3 4 3j4 3I3 3 4 A�2 416;3 4 4(5 418 3 4 SI6 ASSA 2. 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 22 2 2 2 2 2 2 3 2I22I3 34 ?j3 3j4 3 4 23 349!6 3�3 4.6 416 319 4�6 H 4EIML.iI]�t>5 P.C.00%1°IB HC%0.W6.0.:�3ie 8 • 11 I. ANCHOR TYPES: 1-1W ELCO TAPCONS 2-114- ELCO SS4 CRETE-FLER 3- 912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -181IT MAX FROM TOP CORNEAS JAMBS -1712 MAX FROM TOP CORNERS 1S" MAX FROM BOTTOM CORNERS r MAX. BELOW MTG. RAIL SILL-ANCNORS'NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE V LESS. BOLD ITALICIZED E. AND GLASS TYPE IS AVNLABLE. TABLE KEY: MAX PSF JOP LIMITED) 118 1 PROW--ws- ,nnir'x+,�nw Rmidi HEAD JAM ABOVE MTG. RAC JFNB Mlrb ww ciwa 7 MFG. RNL (FULLOP) HEAD 2 JAMB ABOVE 2 3 MFG RAIL JAMB BELOW MTG. RAd G..b,`rlr6 A. LYNNWACEA: P.E. ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. I WINDOW HEIGHT SUBSTRATE:--.29.855 1 37.155 44.855 52.155 59.655 fi7J55 74:655 78.000 AJJCHOR TYPE, ❑ MOz. o o ZmONZ ❑ 5 o O U U �z Orvp o ❑ M.O o N$,.,z O o ONQ ❑ mONz 5 6 O'"ONp U 0 $MONz OoUU ❑ G O zz OO�ONQ ❑12i O zryrNO�iy] q1 ❑L2- O ON/6JTH WiNDOW1 GIPSS TYPEV 2i2 21121Q 2 2 1 2 2 11 2{22 2 2 2 212 2 119.1252 2 2A:e,h11. 1 T 1 1 212 2 1 212 2 2 2�1 2I22(2 1 2I2 i11 2 2 2r2 2I2 2(2 12 11 2 2 312 212 312 PSF 79 24.000 C.O,E.F,G, H.I,J,K,L 1 1 1 1 111 1 1 1 1 2 2 1 t 11 i 212 7 2 2 t 212 1 2 2 i 2r2 i 2 2 1 2 2 1 2"2 1 2 2 1 3 2 1' 3 2 212 312 312 2 2$ 2 9{2 2j2 1 3 2 A.B,N 1_ -ITT 1 1Ili 1 1�1 1 2{2 1 1(1 1 2j2 1 2 2 1_ 2i2 I 212 7 2 2 1_ 212 i 212 2 2 2(2 312 312 212 3 2 .1H 55 3 2 312 1. 2 2��3 1 2 PSF 69 77 32.000 COE.F,G, id11KL 1 1 1 1 2 2 1 212 1 212 7 2 3 1 212 1 212 1 3 3 i 2 2 1 3 3 2 3 3 1 3 2 1 3l3 _1 3 3 1 21 2. 1 3{3 1 4 3 1 3 2 1 4r3 1 4 3 1 3 2 1 413 1 1 1 1 1 1 AB,N 1 1 1 1 111 1 El 1 212 1 2 2 1 212 1 213 1 2 2 1 2 2 2 3i9 1 2 2 1 3 3 2 3 3 1 312 1 313 1 313 1 212 i 3 3 1 413 1 3j2 I 4 3 1 413 1 312 1 4. 3 PSF 59 67 79 37A00 1 1 1 1 1 1 1 1 2 2 2 I 2 2 1 2j2 2 2,3 1 2 2 2 2 3 2 3 3 1 2 2 2. 3 3 2 3 3 1 313 2 4f3 2 's 3 1 1 2 3i2 3 3 2 4 3 1 312 2.__2 4'3 4 4 1_,.2 3 2 4(3 AB,M 1 1 1, ..1 111 1 1 1 2 2 2 1 212,217 1 2 2(3 1 2 2 2 213 2 '3 3 1 2I2 2 3I3 2 3 3 1 313 2 4�3 2 313 1 2 3 L2 3 3 2 4.3 1, 312 2 4 3 2 4 4 1 3T2 2 413 PSF 62 79 40.D00 C,D,E,F,G. H,LJ,K,L .54.7_8 _ 2 I 1 1 2F 1 1 2 1. t_ 2 Z 2 2{2 2 2 2 2 213 2 2'2 2 3 3 2 313 2 2 2 2 3 3 2 413 2 313 2 4I3 2. 3j3 2 3(3 2_ q(3 2 4124 2 3 3 2 413 2 4•4 2 313 2 50 AB,M 2 7 7 2 1 1 2 1 1 2 2 2 2 212 2 2 2 2 213 2 2 2 2 313 2 3,3 2 e,2 2 313 2 4,3 2 313 2 5�3 2 313 2 313 2 413 2 4,4 2 3131413 2 2 414 2 3,3 2 514 PSF 49 79 56 79 79 44.000 C, D,E,FG H.I J.K,L 2 1'1 2 1 1 2 1 1 2 111 2 212 2 2 2 2 3i3 2 2(2 2 313 2 2 314 2 3 2 313 2 414 2 3 3 2 413 2 414 2 3 3 2 4 3 2 4 4 2 3 3 ? 413 2 414 2 3 3 2 5 4 A,B,.V. 2 7 1 2 1 1 2 1 1 2 2 2 2 272 2 2 2 2 _.`. 3 3 2 212 2. 313 2 2 3 4 213 .. 2 913 2. _. 4 4 2 . _.... 3 3 2 413 2 _. E14 P. 313 2 _ 4 3 2 .... 4 4 2 .. 313 2 4!3 2 L 2 3I3 2 514 PSF 45 74 51 1 74 79 79 48.000 COEF.G HI,J.KL 2 7 1 2 7 1 2 1 1 2 2 2 2 2 2 2 211 2 3 3 2 212 2 3i3 2 3 4 2 2 3;3 3 3 3 414 2 3 3 2 41% 2 4 4I 2 3 3 2 4!4 9 4 4 2 4 3 2 514 3 414 2 4 3 2 514 A,B,M ..2 1 1 2 1 1 2 1�1. 2 2 2 2 212 2 2 2 2 9 3, '2 2{2 2 3(3 .2 314 2 2 313 3 3 3 414 2 313 2 414 2 4143(3 2 2 4 4 3. 4i< 2 4 3 2 514 3 411 2 4 3 2. Sj4 PSF 41 67 46 67 76 79 63.125 CJJ,E,F,G, HJ J,K,L1 2 1 2 1 1 2 1 1 2 2,2 2 212,2 2 2 3 3 3 2 313 2 3 3 3 4 4 2 3,3 3 C 4 3 4i4 2 3 3(3 4'4 3 q14 2 313 3 4T4 3 5 5 2 4 3 3 5'4 3 515 2 di3 3 5 4 A,B,M 2 t t 2 t 1 2 1 1 2 2 2 2 P[2 2 2 2 3 3�7 2 3I3 2 313 3 4I4 2 3I3 3 4(4 3 4j4 2 3 3 3 414 3 q14 2 3j3 2 414 3 514 2 4 3 3 519 3 5;4 2 qj3 3 5 4 v 9.enx 1ss¢ nalroels.0.d1$e 'HIM I NTS 1 9 a 11 1. ANCHOR TYPES: i -114' ELM TAPCCNS ,2- iW-ELCO 834 ORETE,FLEX 3 - 912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS,' HEAD -16 t2'MAX. FROM TOPCOMERS JANSS. 17 112" LARK FROM TOP CORNERS 1F MAY, FROM BOTTOM COMERS W MAX, BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDDWS. INTEGRAL FIN DRIENSIONS ARE VLESS. S. DESIGN PRESSURE LIMITATIONS: 512E BLOCKS OF THE ADJACENT TABLE WITH A BOLD RAUCIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SNO.NN W BOLD. OTHERWISE, THE MAXIh1UM DESIGN PRESSURE FOR TH RESPECTIVE S12E AND GLASS TYPE IS AVAILABLE TABLE KEY: IVIAX PSF (DPL!MTED 17 Irsoovr aRvISw wn, Iin ¢aiY uu RI.Nn ft ,IJi,'6 Cad[ JAMB ABOVE 3 3 ^�awvAl4a lrv0 14-'.CTa c.E' v.mk1_d ?02f MiG. RAIL rj JAMB BELOW MI"G. RAIL tVTFG JAMB BELOW MTG. RAIL x, 4RD VIEW IMPACT A. LYNN MILLER, P.E. �F 4140,20 FL pE:450105 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD& JAMBSi, CUSTOM FLANGED WINDOW "EIGHT MINUS SASH HEIGHT TABLET. WINDOW HEIGHT MN'US SASH HEIGHT FROMTABLE 8. SUBSTRATE: V.125 I 22656 1 28211 33 1A I 39.290 1 44.839 50.362 65.925 ANCHOR TYPE o Q-0 g U U 2:rzr+0 ONQ D D- ON ❑ O ,�z O o U 2:nO"2 ONp U ❑ 5 ❑ OO U U 2,?'-ZRO"Z'-Z„,OHZ-zm0"z ON 0 $1 O MANIA U O U O '0 U Oa0 0 D 3 U O 0 U ON O ❑ i U '1 UO U ON�pJ o 5 U C U U z O 0 WINDOW WIDTH GLhiSN01Y TYPE 19.125 K,l 1 1 1 i 2 1 2 1 P 4 2 1 ­2 1 2 1 2 1 2 1 2 1 2 1 2 1 3_'.�2 1 1_ 3� 1 9 1 2 1 3 1 3 1 3 1 3 24CD0 OE,F,J, IC_,L 1 1 1 1 t 1 1 2 1 2 1 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 32000 0 F,J. 1 1 1 1 .; ..1.-2 1 1 2 1 2 2 3 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PSF 79 37.000 D,E,F,J, K,L 1 { 1 ��1 1 1 2 2 1 2 2 2 3 1 2 2 3 2 0 1 3 2 4 2 3 1 3-3 2 2 � A1 1 3 2 1 -4 2 1- 2 2 1 2 2. PSF 79 79 79 79 40.000 O 5.F.J K,L 2 "2_ 2 .I 2 -'....2 2 2 2 2 _2.. 2 ...3 2 ..3 2 9 2 4.. 2 3. 2 4....a,. 2 2 3 2 4 2 A.: 2 :.:.3 2 ..5,. ...4 ..,4 1 5 5 4 0 PSF 79 T8 ]9 77 79 79 79 44.00D D.E.F'.J. K,L -2 2 1 2 �..2 2 2 _2 2 2 2 J 2 �3 - 2 3 2 2 4 4- 2 C 2 4 2 3 2 5 2 4 2 2" 3 5 _ 2 5 ... _. 2 ..4 1 2 i._.5. '. PSF 78 79 70 79 76 7f 79 73 76 43.000 D•E.F,J, KL 2 ";'1 2 2 1Z 2 2 22 2 2 93.3 2 2 3 d. 2 44 2 2 5 2 n 2 5 3 ..6.. 2 1 2 4 C 6 3 5.... 2 2 4 6PSF 166- 71 '79 63 7f 79 fi4 74 6653.125 D,E,F,J, K,L 2 '-1 2 �1 2_ 2 2 2_ 223 2 3 2 3 2_3 S 4-0 'e 3 3 5 e^ vA 3 6.6 3 2 5 '6 6 6 7 4 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE & SASH HEIGHTSUBSTRATE. 12.776 15.776 _ 7B.779 - 21.776 24.776 27.77C 30.776 '31.106 ANCHOR TYPE. c N �" - 8"�"$ o m 0 J `' 0 ONO u 0 0 g"3"3"8�3"`�"" 0k22 O0 0 0 u gg z 0 N O' 3 o N O" s WINDOW wroTti 1 1 2 1 2 2 i 2 2 2 2- 2 2 2 2 Y 2 2 2 2 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 22 7. 2 2 2 2 9 2 2 3 2 3 3 2 3 4 2 3 4 2 3 79 2 i 2 2 2 2 _ 3 2 3 3 2 3 3 8 3 _ 3 S 3 _� F 3 3 •1 3 4 74 148.ODD 2' 2 2 2 2 2 3 Z 3 3 2 3 3 3 3 4 3 3 4 3 4 4 8 4 68 78 2 2 2 2 2 2 J 2 3 3 3 3 63 72 792 2, 2 2 2 2 3 2 3 4 3 35 373 58 66 72 2 2 2 2 2 S 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 1. ANCHORTYPES: i-114"ELCO TAPCCN'S 2-1/4` EUG6334 CRETE-FLEX 3-a125CREAS 2. ANCHOR LOCATIONS ARE BASED ONTHE FOLLOWING HEAD-181 JAMBS-171 111, 0'N 1YI SILL -ANC 2. DETERMINE VIEW WINDI DIMENSION ADOVE THE 4. AVAILABLE WNDO`NS.A GI'ABLEWIDI V LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHO•NN IN SOLD. OTHERVOSE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPABLE. SIZEAND GLASS TYPE IS AVAILABLE. TABLE 7. KEY: MTG. RAIL MTG RAIL TABLE B. KEY. MTG. RAIL�Ji 'y,•'d.rix,: . .- JAMBBELOWe MTG. RAIL TOM VIEW __ '•. %1 �;+:ot,.:r'.;. r. —_ A. LYNkujLLER P.F_ NOKOMIF, LL.If]/< V(•16IJ IIe[M1, 4�NVM 9H7oo NTS f0 + 11 40<420 % FL P.E:959T06 EXTERIOR INTERIOR '- �L N' OSES- V 1. FOR CONCRETE APPLICATIONS IN MIAMIZADE COUNTY, USE ONLY MIAMFDADE.COUNTY HEAD AND SILL DETA -WOOD ANCHOR APPROVED 114- ELCO TAPCONS OR Y/4 SS4 CRETE-FLEX, MINIMUM DISTANCE FROM (SEE NOTE 283) iv'�d•MIN. EDGE CONCRETE ANC MCI TOR TO CONCRETE EDGE IS I',3M'. (SEE 2xWOOD BUCK (6EE NOTE 183 2. FOR WOCDAPPUCATIONS IN MIAMI-DALE COUNTY, USE 9I2 STEEL SCREWS IDS) OR (SEE NOTE 4) - EDGE 1/4"SSd CRETE-FLEX.. 335 KSI MIN 71'MIN. I 3. FLATHEAD ANCHORS, WHERE REQUIRED. MUST HAVE 012 TRIMFTT HEADS. CONCRETE 4. WOOD BUCKS DEPICTED B4 THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE ,. 13!SPAIN /4' 1"TAPCON ___ ' J VIN.,1J4' CRETE-FLE% —_ TOTAL THICKNESS IS LESS THAN I In'. ix WOOD BUCKS ARE OPTIONAL IF UNIT. CAN BE 'NOOO .43/4• 1319' INSTALLED OIRECRYTO SOLID CONCRETE OR CMU: BUCKS DEPICTED AS 2x ARE OPTIONAL Ix �_� _� MIN. 11Q'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOODSUCK (iT _-- _ ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) - '_ _ — �- 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF _-- 114• ---Z MAX1/d. GX5 TSANDAMNIMUMOF11G'THICK, THEALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM MAX SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 012 SHEET DETAILA DETAILS METAL SCREW WITH FULL ENGAGEMENT IWO THE ALUMINUM IFTHESECRITEWAARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOONS TYPICAL FLANGED HEAD. ANCHORAGE MAYBEUSED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FORMUt I ED APPLICATIONS.. FOR NTEGRAI. FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REN10VE THE FIN AND ATTACH TO THE 1114- 1.3'B µ MULL THROUGH THE FRAM E USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. NOT V4'MAX. SHIM-'(I�� In, t!q•MAX 6HIM-•-{I--IT, 1-314-MIN EDGE 'N II!�'U 'I 1 MIN.EDGE S ANCHORS ARE REQUIRED AT THE SILL OF FLANGED UNITS.. ].1MTERW.S, INCLUDING OUT NOT U ITEO'TO STEEL SCRE S.THATCOME INTO CONTACT W11H NHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FSC CURRENT. ( ' i m OtwvG CONCRETE ANCHOR N� MOOD ANCHOR, II ) II -,• FH BELOW MEETING (,J' FH BELOW MEETING p u FAIL-jSEE NOTE I R B) .p,imm RNL.(SEE NOTE 2& 3)4 3.35 KSiW N. CONCRETE INTERIOR I� OR 1.5 NSI MIN. CMU (ALLJAMBDETAILS) 71x BUCK OPTIONAL WITH SOLID CONCRETE yL WOOD BL'G( EXTERIOR OR CMU SUBSTRATE (SEE NOTE 4) (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114- --1 F--BV MIN. EDGE 2-V2'EMBEDMENT ^ SHIM Fill',2 U 14 1 �i3l' —_ —WOOD FRl. LNOODFRAME DIA. I IANDSx201 EM EDMENT TCOR r-, AT CORNt3fin' MIN. Li NAIL, AT CORNERSANDS"O.C. I EDGE T .131'OLA. MIN. 1N' %2In, NAIL, M' AT CORNERS SHIPA AND 5. O.C. DETAIL F. (HEAD) DETAIL (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE, DETAIL G, (SILL) --- W — O%IGIp � .v!•v n aivr nrn i.v RorccnPOSxv.eu±aa V4(b(]Bsxar "'•`.>+•"+ti A.LV )r�ILLER, P.E. FX W1N5 J.J. ?%23/3] aMco NTS TI 11 j 4040,20 F FL P.E.P 56]CS it SCANNED BY St. Lucie Count%/ M�QIA}�MMI;DADE ►�1� MIAMI-DADE COUNTY L SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) PRODUCT 11805 1S W 26 CONTStreet, Room 08 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 p(786)315.2599 NOTICE OF ACCEPTANCE (NOA) www.mi•tmidade eiivleconomv 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 (1n Miami -Dade County) and/or the AHJ (in areas other than Mianti-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 tire 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. - DE SCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion—.L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "impact —Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and seated 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. LABELING; Each unit shall bear a permanent label with the manufacturces name or logo, city, state, model/series, and following statement: "Mianti-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 proposes 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 or the Building Official. This NOA revises and renews NOAH 14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM .pAI DE COUNTr NOA No. 16-0218.03 L1 J,Id')'li'I ,/// (a Expiration Date: May 26, 2021 7 Approval Date: April 14 2016 Page, PGT Industries. Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets I through 25 of 25, dated 08/29/11, with revision B dated 10110114, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. B. TEST'S I, 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, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru B-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D.:Brinson, P.E. (Submitted rnrderNOANo. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 511, Edition (201.4), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E, MATERIAL CERTIFICATIONS 1. None. --Manua rr.,P.E. Product Cont of grainer NOA No. 6-0218.113 EapiratiouDate; May26,2021. Approval Date: April 142016 F.-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5i1 Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, PR 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, RE, G. OTHERS I. Notice of Acceptance No. 14-110S.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.L, approved on 02/12/15 and expiring on 05/26/16. Manuel , P.E. Product Conte 1 E. aminer NOA No.-0218.03 Expiration Date: May 26, 2021 E - 2 Approval bate: April 14 2016 SUITABLE FOR ALL LOCATIONS REOUIRINI NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1' MULTPLE �OPENNB L+W [N FDRVERiifAL 41AL- MULLIONS — sew 0EiN19 oeuaLs y / 1 RRw MULL � LHGOIM ADGTI0.YN EXAMP'ES OF MULL COYFIGOSkT NS: �t:,ETnclia f— i—'OP:G�ww,u1«—� anF :.Er,�N :Enrax 1.l-J L- SINGLE MU=N SINGLE MULUON ¢EEIATHBPXa BET/JLN fAOM FIGURGURE tA¢OWE. STANDAROSUSM. •ZAI4 FLORIQABUI!OING CCUE(FU ), STH L'UITION -ALUMINUM VANILLA_ iRULTOIJ -AS] DESIGN MANUAL. AOM 2810 •NSI-SW0.0A52QCIC ARE IN A000140N PERIENCFD INSTALLER FOR THE PROPERLY TO IRANS£ER LOADS N1CNEs1OSE 2)THE IYPE AND NUMBER OF ANCHORS IS CRITICAL TO 'ME STRUCTURALPERFORNANCE OF THE MULLED UNITS. MULLIONS mscnmEBlns:oF HAVE BUN TESTED AL•FREE-FLORIN(' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS, BUT SHALL XEGTAWM. NOT HAVE A GAP OF MORE THAN V4-FROM TI S, CUP. SOWS "'--- S) THE ANCHORAGE METHODS OHO" HAVE BEEN DESIGNED TO RESIST THEWINOI. OAOS CORRESPONDING TO THE REWIRED DESIGN PRESSURE. MULLIONS ARE GLCUTAMD TO DEFLECT NO MORE THAN I/180. THE la STRESS BlCREASE'NA9 NOT L15E0 IN THIS ANCHOR EVALUATION. THE IS LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WODD SCREW;. 4) PROPER SEAL'" OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AVID IS BEYOND THE SCOPE OF THESE INSTRUCRONS. SMOETW / aX:EfS Ti OF H A K ,N.E, wEETj ,E TFARCN I•a is AUY OE CcµYiYiE. uVsl Tc MJ.NJfALTLAE!) OYGGT. MULTIPLE MMLONS AGENT UNITS AR A TIME WHEN USING TOE DESIGN MULTIPLEMULLIONSORFENESlI T"PRODUCT e) WHEN FINDING YOUR SIDE: IN TIIE MULLION TABLES. ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(5) 7) ANCHOR:N.BEOfnEN T TO BASS W1T6114. SHALL BE BEYOND WALL OREGENG OR STUCCO. WOOD BUCKS 2Y OTi4'RS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SMALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DLSSIMLAR MATERIALS SHALL BE PROTECTED AS SECURED TO PREVENT REACTIONS. BI REFERENCE. TEST REPORTS FlL-MNB; FLCO ULI RACGS AGGREGATOR NOAS O) MULLIONS AND GIPS HAVE BEEN DESIGNED) 8 TESTED TO COMPLY WITH THE REOWREVENTS OF THE FLORIOA BUILDING CODE, AND ARE APPROVED FORM -PACT ANDNUN-IMPACT APPLIG7OtlS: VULLIONS MEONLYTO BE USED V:DH PGF-AFPROVEDFENESTRATIONPRODUCTSHAWNGCURRE PROVN.S. 101 MULLIONS ARE W COMPLIANCE FOR USE IN FILE, HVW. 11) OINNTRY OF UNITS WITHIN AMULTIPM MULLED ASSEMBLY IS UNLIMITED PROVpED THAT THE SPM AND'"ING WiDTWHE SHT OP EACH lNCIWDUAL MULLON CO VPLIES ARM THE REOUIREMENTS OF THIS NON GENERAL NOTES_._.:_._ 1 OSTRUCIRM3.............:............1 arvAYIONS.._.._......__..._..I MULLTO2%WJDDO _2 MUCUS TI. MA60N0.Y.........• Y MULLINSTO MAN NOTES........._._. a MULL TO STEEL Y_.____3 MULL TO MISS.. NTUO_.....--a MULL TO MULL............ ..a 1 %E % :a5 ANLL6PEC5�......_5 1X2X 1X275XSKAY4NIAULL PEM .A LSPO ES ...1 1X'1(B%.60 mALspc —1 1X4..w MM.ALSP CS _1 1 %d X.1EG TUM MUIC9 ...10 IXIX. mTUM MULL SPECS-- I %CXJ)$ T MALL $FEC$__il 1.Y5N]190X �fS ULLL5PEC4..ti 1.15 X A25 %.I CO 9ULL FItiC9....13 INSTRUCTIONS INSTRUCTIONS U DETEFNAVE THE DESIGN PRESSURE REQUImLMEHT RBS/API FOR THE OPENING USING THE ASCE-7 STANDARD. 7) CHOOSE A ML'LUON TYPES THAT WILL RT THE DEPTH OF THE FENESTRATION PRODUCTS FNWAE DEPTH. 91 REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTFNLpVJt' OR'iRWiGLrt.AlLTPR EZOOAL'. a) FIND THE CHOSEN MILLIONS NUT I OYCCA AACITY ILSS8 lFRUV. TABLES MA THROUGH MA,O.V SHEE TS 5 THROUGH 20 RESPECTIVELY. MIND TIIE MULLON TYPE, LU40TH NHD'PEW>H' WIDTH OR HEIGHT (U^_PENDING IF THE MULLEN IS SPANNING VERTICALLY OF HORIZONTALLY). THE MULLON Cld ACRY (LBAn'! OBTA!NEO SHALL MEET OR E%CEE) THE DESIGN PRESSURE REOUIRENIENT(LSS'FP) FOR THE OPENING OBTAINED IN 5) FRCM THE BANE TABLE USED IN STEP 11 ABOVE, FIND THE VALUE IN THE NLRTCOLUMN MICRON CAPACITY REQURED Lam, THIS VALUE REPRESENTS THE WVDLDAD RVNSPERRED 10 THE SUBSTRATE BY THE ANCHORS AND MUST REMET IOATTNN THE FULL V.ULLON CAPACR\'. 6) FRON IIHE:NCHOR CAPACrTY RBSI TAELF ON THE SAIAS SHEET AND USING YUURACNALSVBSRATECQNDITpN (MULTIPLE ANCINRSLTSSTRATELVJCHOR-CLIPP,,TTEHNi YAPPLY) SELECTAW ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY S MET. 7) IF THE MULLION CAPACTYYfLB9= OBTAINED IN THE TABLE A HIGHER THAN THE DESIGN PRESSURE REOUIREMENT ILB$, FOR THE OPLNING,YOU MAY USE RIL "ANCHOR CAPACITY ADJUSTMENT FORMULA'TOOBTAIN THE LOW ER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE LOWER ANCHOR CAPACSN OPTION MAYBE SELECTED FOR THE SAME, SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LOS/PII) FOR THE FENESTRATION PRODUCT 10 BE USED AND COMPARE LATH THE FINAL MULLION CAPACITY rLUSIFlY OBTAINED FOR THE M.UL'.ION SYSTEAL THE LOWER OF THE TYO SHALL APPLY FORTIHE ENTIRE ML¢LEO FENESTRATION PRODUCTA.SSEMBLY. 61 HIGHLIGHT OPTION USED AND TABLE VALES USED IN A SPECSIC APPLICATION WHEN USING THIS NON TO APPLY FOR A PFRMIT. i01{ & lu FmA•NCIn Otyy LYNN, ND.5tli08 • 'E T �4C :ALTO..... FL P.Eft I.E.N 687D'a _ DETAA: \ N',UUUON TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) C II Fli X"eiN .FISLT Lj OFFiiET MILD CLIP LNY 3L � '. Ix4iNLE0 Br, n j, EXTERIOR WLL. INLlm4 4CL 5'NFETG ]ILI TVIS IOCAi10119 I � m /:.LAPJLLIOx4 M1P A CS.•V99LNAkFIfiN I TW'.ANtrC< PEE TnE1L5 B Ie9 / � �ELGN� � F.M•.^!IARM � //+ T/ � {��A 161T—CK91AI 5 � / 1&EHD In1in.T F'�T 9YOf 9i9, 2CHOf61 . • NEEi 1. . . .. .... ' SIDE VIEW FRONT VIEW INSTAUAM91,10TES: I) ANCHOR OABECVENT TO BASE MATERIAL SHALL BE BEYOND WALL MPSSWOORSTUCCO. 2) OUANTITY CF MCHCASS AND MULLION SIZE SHOWN AROVEARE FOR PICTORIAL REPRESFNTAACN ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON TIIEM04OR TOANCHOHDISTANCE. THE CORRECT CUARTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ONTHE FOLUYmNO SMITS. FOR DETAILS A.D. EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, 3)ANCHOH HEAD TYPE MAY BE PANHFAD, HEXHFAO 014 FLATHFAO, i)WOOD SUCXS ARE OPT.ONA1. SEE DETTJL C. SHEET 3, 51 FOR MASONRY APPUCATIONS IN MW&OAVF. COUNTY, U SC ONLY MIAMI-OAOE COUNTY APPROVED ELM U'..TRAMN OR ELM IN.' S.S. AGGREGATCR MASONRYAYCHORS. DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) EXTERIOR n6TPI.LE � M ASp1RT ��\ a /.VCM[M25 Vu:ou wasmu nP.u:ww Ax0—PEww3srwrE. .10T M. SP.P,SEE TA5lE810 ', 69 MEMO,. 1. SIEET t, C04[6[TL MCAAI'j", • +CIB'INCE, IS. rNAES E6CipfrfNlCE 1&1® r qi MnSCMiY s oBs SIDE \NFW � EnxEa'nle a+A'csunov �• S,a �CFl9Ei 1" s:uLPc sr ^LMSM!iHCO im.wwcv PFASIASIMTE, TiTA'4C9161EB r"'F N T _ !AIT�.C�W.IeHil 1 ' EY OlxEF3, EMSCG4Ef11 • EEM1O Ef. LLI' 51£Eit x}IXSILp�pY�EO<F I FROM VIEW PRMUCL N:v��R� O�dr'XEwI uilee�Cwde � O B 5tiri M1n ttuxnBl w DETAIL E: ... DETAILC:—II—'12r Nw' MULLION TEOCTONON NOTES NtULLION DIRECTLY ATTACHED TO INTEI: 'a IMSONRY STRUCTURE 1.'uulav ,�-qR (U^..LIP) 1) NAY BE INSTALLED IN •TEE' OR•CROSS• .(STANDARD CLIP SHOWN) �� INTERSECTIONS, F p. 4 v ¢ 211MYBEINSTALLEOHORI2D.NTALLY uX d 1 rvp.enenua lSH0YiN10R4F.RTICALLY. eRtTEame PEn IMMATC ¢iAaC/AD(4' g sce TNE. N).1m L S) SEE L¢CUP DRAWINGS, G ZFTS 21-n yyDT rU OASE1.1. � � 1 TOP VIEW FOR CORRESPONDING MULLION. Z Wg NSiN1EOE 1 E06E. M. ..I ON O TpT V ED. �� I IMTNDL'I. L"IT W Ni35TEELSCAE. 7 S 1 I EEEFdxLWYG OR PflEDflILL ¢T` N ,� �N.ILICNAVD11069.G W m EXTER OR/ •' °a N~ .'�'v� f InuLlrox r O "' / E00E01'a ryKE1 \ j�LHF FCN 4nEGh4Y- I IRFCGNIENOEDFON %TERIOft .N'J1JflJ a ..g i• I,\j I M. EYOWB. BJr4AYI ,Luuo ELTIdY L9 s , AmoRFvsen Ern..l K Jp' Z IOTNF,R pPlJ16 iYPE9 E Q Z .- ` iYP.AWIOP Oz zQ P O PGH:1861HAIk', d V ^_ a Q SF£1MLES i0T00 _ { al i IT: AY¢II:% FEE8XEE1lJI>]FCR N I-q tl0&a _7. V6A01HP %� P'l6AYF�101 NYFILCAl10Y^ Ul <Jf //I FRONT VIEW EocE ._— W J� flr1 Y 11 LITACHMENi / 1 CLOAIIk£,,,,� 1• /� .• y/��:" BYOrHERS r .'�. SE6 fit'S EMECMAFT ¢EE NO �1� , .1.4 (J ? Q SC O Yp ^ EIIETi Q ,O9-0 N EEe TAaE6 SIDE VIEW 3 iln:.l Y.SlCplpikiEO0.0M1 {p,})HSIMCAElE6a UlJ Litl1 & $ FRONT VIEW SIDE VIEW DETAIL D: 'I MULLION ATTACHED TO STEEL (STANDARD CLIIPUSHOWN) iNSTN!AT?QN OTE E) ANCHOR S¢'UEDMENT 10 BASE M.AI E IALSMAU.UEHLYONOWN10HESSWG OR STUCCO. 2) GUANTRY OF ANCHORS ANO MULLION 512E SHOWN ABOVE ME FOR PICTORIAL REPRESENTATION ONLY. RECAUSF. THE ANCHOR CMf.CITY IS DA M FMTLY ON THEMCHOR TOMCfOJR DIST,%W TFC CORRECTGSn TYAHO tOETNLSNOFMCHCRSMOSTBEFOLLOINTEREFERTOTHETABLES. THE KOLLOIY,riGSHEETS. FOR DETNl3 A 0, ERI¢R Tf1E S iaY0AR0 GR INTERIOR QP4AV CE USeb. ]) ANCHOR HEAD TYPE. MAY BE PANHEAD. HGTIEAD OR FLATHEAD. p WOOD RUCKS ME OPTIONAL, SEE OP. TAR C, SHEET 1. J) FOR tMSONRY APPLICATIONS IN f4AMI.OADE MINTY. USE ONLY NIAMWAOECOUNTYMPROVED ELCO ULT RACCA' OR ELCO IA' S.S. AGGREGATOR ANSONRY ANCHORS. FRONT VIEW EXTERIOR MOTES: 1) FOR 2X W'OOdBACXEO STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING ML WON TABLES, SHECTS 5 20, FOR OUANTITY OF SCREWS. SIDE VIEW pRq'R:Cf REVISED unupw^kNe FImI,h Rei1d,:, Cade. xwau.�e N,16cz19.e3 L'.piml nDaw EjD2) MR , WM L 'R + Ha EETOS emu/ gP161�;; A't`5(3/fii qq4�� FL .PE.7F f#66 R ]OE DETAIL F. FIELD -MODIFIED MULLION CLIP (F-CLIP) sEe oErAE3Ae E11EE159hV09ipf W32ILAlpI IO EwCIMC 8W91 MiE6. L EXTERIOR 1 m. ArnuB IkrOYIO:lO.91fh. I,L WACW gIMnvONP� SIDE VIEW Enu+ry vnTNr X4'x,11s MNL.M reB u.l«crz r1 TF.S FOR INSTALLATIONCPTIONS F: q DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26• X2.1I- X.12W MULLION. 2) SEE TABLES 48138 FORANOHOR CUANTITI55 AND SLEETS 21-23 MU4OLE LOCATIONS. 3) THE 2X3 CLIP IS NOTBUITABLE FOR THIS APPLICATION. DETAIL G: DETAIL HI ANGLE MULLION CLIP DAY MULLION INSTALLATION (ANGLE CLIP( (ANGLE CLIP) O O 70P VIEW NOi ES FOR INSTALLAT:ON OPIICN O S"H c Ij USE 2 ANGLE CLIPS i'ER MULLION ENO. CLIPS MUST DE INSETTED INSIDE OF MULLION. 2) DETAIL G SEE TABLES 18-14B FCR ANCHOR OU.AN FNIES! VD SHEETS 7I43 FOR HOLE LOCATIONS, 3) DETAS H: SEE TABLES 150 OR 1Ci1 FOR ANCHOROUANTIBESAND SHEET 22 FOR HOLE LOCATIONS. lYN.. .}t,.t��!pO •di �'.k �.k: Nn. B5705 - 6fL f h�,.^. f1GFY01Y X,Ci;� TABLE 1A Mullion Ce 801 •Table bse 0ppnin0 Kddl(I,wlcd'it,amM muLDrs)or OpanlnO Ifulpht(tot MAm1eFf'Sralir0 r .F £6 601n IJIe 60N PoF IroN ITaN 1100 1PoN 1 x2x.123 rrttlmyw IwtlrC Ie.M=e ImJro -owrngla ]].Mn...] Is.dv xrclva+n ImRq rnnrb.wl. U+en4 rsnugrur IKEN in1YJ!If AI. L+e4i ae.]nOwa IUNq nmm.ro. lmEy nx!e yly uMap Inyrn]]0. Iw6v wnmoim b6^a nwrne,y. ]uenp enaenWer LUAnp ngrlllen0. I M1y ita=vlpw t..d•p N: lmde6 Num. TYbo y $$gggg � t, Sq3 F 51� F = hill, g$ aS ,��• C 1g1 14 3� a e k N IN F r��� 1!k" a�2 L a� i�' g_NI- s pfl �� F � fi ��4evp S 169 I)•,1 NI nf I Im Iwo 41 Ssv IG Iw.. 911 me Im late my ]91 Im luaIeIn H.0 ]I4 dd $9 62f ]fi pJ.1 R5R G.J ]R flL0 NJ IAe II4 42 %M1 1]0 Ai AIJ 4R 9.5 ]rz 01.4 UI JL2 ]11 91.0 2N .6.1 H9 ]R OIA RII MI W1 6>] M el.] Ttl I" MI $r III :Lp 2!1 52.1 iII J9e no U.r T+0 JU 3G .9.1 N. 26L IDU TS 414 FL ]dt }ll Ip? ]lp 2191.6 211 Nb 10 210 NJ 11.! 1i iO3 ${2 ]tA 1•+1 21.J Nr 911 183 31.1 11] JII _.o 1G _.. la9 Mi 1 w ]U N.1 1G EOF 39.1 $Da 11.2 I]J J30 dla . ._... )1A Ip Il.f HU JL6 1W I{0 3A U.4 tP4 2L] i0 4ht 1W 143 ZCO 25p _ JSr 19.0 ._.. 3a1 HO IY tlF ]91 IN ]9.] ISt LL 11f N.] 163 T1+ lel rn0 40 $A1 IM R1.5 US 1So 1.1 4l1 111 1.4 1.1 21I 4] £ fdN UG 165 90:1 H3 U.0 166 ID.I I]] X. IF 2H US M i65 21.0 1$F II] IN R] ITi 1a5 1]p I5.1 to 15.p Im 116 IIB Rat AF 10.0 Ir6 I9I IW 16.i 126 I5.1 IO] )eF 1)d IU Ie,4 TABLE 1B -' - - An<hbrto Ed. Tahle :9e m:e 2}kt[le,ok )512Y.. NYan fXU EYf MI P: VIyF INVI _ AnLM1O}CAO PL4LII10 +'w'a}yP IP Fxo!FIMq vl' til"FI[tl UWd:T LIT Frco Liam YlPfko ULnon V4"Ebtl LprKN m•69 Eu IW4.'Ieln Y:0"Flw Idm[ar. �1'?9 Eta nWrYSG F.OEhO /I]61M FRS!M Bamrl05I 6<m, ?1>j Sun i0.1 CfA P4ura 016 F.1? F1? ]1rT atY F.1/! T Yt'B' Y 04" A]iY Eme»..n m 1mr i:vT= iar 1-vl" T Imr 4vP ' 1=w uvr Lvf Lnr T IiT wa" .ak. tl--CA+E'uF (I.c./sllWxeor W[a nT Sh tl Iwlb ]Glu IN'A EA: I. )S, FM1II > b Noss I)Iva W'b Etoibv E AYImQ1.1!'MF, OF +LbMaY(w (MeaR�p Sy }i �901b ][Op WA MA N'A iWM N+A 1 N'A N'A RM Y'1 .1 IiIU pS Pe i6514] IGY:I% -Glyn /Mlve®]"Y.+[n.GI1lI h5A'Sk CY+r FO. JY }i0M iWH Wia 13 Ilsm 51n@] 4.d1A NA iSEL] IISEe ' 6Ni/ !E321y OLM _I YA IS 2AMIweII OCI Ma[U1:./lWM.4u0.1}3'AA'm (r'Y.12 IJA fArcM/H:Ip I)p >Y 'OSin NA WA ]tO Y. S, WA N>G WA 5'aW W'A T ]UA I]SIG HLIY WA. k'A 11A I/Ob WA IE]Ns WA ]Il'4 N'.t /]]In 1vA ]ll lu 1P. La F]11x 9Wda IAx1ma1,15"}ti1.O C/ 506 NOw I.M. ]W9b I IAA WA WA WA Ip$L/ W'A WA MA fUA N'A Xl na .Iila Sm to NOTE: FOR THc OFTR2T CHP USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. (DAL,)%�MULLWry CAP.,�,�/'AH:JICR CAR., USE TH;S FORMULA T000TAW THUANCHOR CAPACITY REQUIRED' CORRESPONDING MAN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT S LOWER THAN THE MI LION; CAPACITY (FROM THC TMLE) OFTNE SELE-I ED MULLION. IT' WILL WELD A MINIMUM ANCHOR i CAPACITY WHICH MAY DE USED TO OUNJFY ADDITIONAL ANCHOR ONIONS FROM THE ANCHOR CfiPACrtYTABLE. HOURS I:_ FIGURERTARLE NOTES. Y 1)SRUTIFOR INSTUCTIINSCNUSINO HET"LE3 AND SIEI25 FOR INFORMATION ON LOADING. I IL 1 �® SEE SHESTSZ4 FOR GEERALNSTrN METHOD. Ft URE3: [ -A Q ANGLE CUP MUST BE USED IN PAIRS. FIGURE' FIGURES: FIGURE u: O O 2)LINEARINTERPOLATIONDE7.NLENI,IULLL'cNOTHSANDt BOPENNGYADTIISISAILOWAP,LE 3) MULLON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR E%ACTDIMENSIONS. SEE SHEE151b20. HOLES M BE DRILLED INTHE FIEM FOLLOWING DIMENSIONAL RESTRICTIONS SHO'SN ON SHEETS 214a RGURE.S SHOW SUGGESTED, APPROXIMATE HCLE LOONTMN5. 6) EUSSTRATES: CONCRETE SHALL CONFORM TO ACI SA SPECIFICATIONS. HCLLOW AND GROUT.N LED CONCRETE OUCC<UNM ICLIUI SHALL CONFORM TO AS PM GGl WOOD SHALL DE PREMURE-TREATED YELLOW SOUTHERN PINE N'ITHAN SG CF 155. ALUMINUM SHALLOE&XC T5AND RE FMINII.IIIM OF.12X THI.:ML STEEL STUDS TO SEA MINIMUM GAME 33 ANO.W5-TRIO( (IS GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125-THICK ANDAY+:ALLMCKQRSINIO.METALSIIALLEITENDAILEAST36MEWTNREAOSSSMNO THE MATERNL. A10 S 1112 ANCHORS INTO WVO .'MAY9ESTER.IMS.S.OR4'05C X r NP.'vSTIY VIM Killian CmL TabW IaaX1J' OpenMBYII]N ONwIGcazAralNYlgmU4ae) srOGpn100 NeIIEe(IorIlcBWn19IA¢p1YYlfq 0N0Mu) bin e]M IS. xM Om tmin 1.1, 140M IN 1aia Jr6 IJKIYpiL '-f>'y IldblA✓a Imq XKIiINVY b9ry ft➢'111iR I<W1T1 XNI.MyIi/ Wsn !np'ro pq. 4tl'O Na'fglulEl Lwap \N[IIWg Lmaap NWnyVW Le.fa Ila(Illleq, {va4p 14c:me Wl leap I+•VIWy lmwrtl pRlal4.lal IOfSp ilaellYary. Lacey XK'WN'Jil LOMp 11JYlegY Imap H61NgaW fumy Iaynlaly W9M <ln noo Sb nnu Ce s,,, OY Ima <ia +Ms 0.Q Rio W 11a.a na Imo Du 1.9 lf4 INS art m WJ INS N, rsr eR YW➢ Sir Ims aW IN en N, J.. ¢n I 5]1a W USS m I01A xr 1. uo mx x] tMT.=I9 tm.r IY 111. azv balbaaemra1•[a91.a a,U eta SO Me Yd ETA <A eu a, IPA <x mA NS <lx <b me No aJ.0 4m MI No aLa b9 71x <W mt NY e1A .m "I m u• <.b 11, ve rs am w.a n, <tr tlr 0iaNUS<W Nev>Mi]9 m31xCmAm] s< WJxre slv m :Ss m Hs L• s1.x xA za TM wv "N akll rd uv n? atf ar lxv 2% . m .]S .1 ax aN m6 xfb 1. m2% y r el.. xM ]a. ]F <aa xa1 >)v fW Aezri R8Aasr.\ xN Ac N. ax TY E.< x0a >).a SN 1v] xw mw xn Ise TJ] 3 exn N.e hS 0, 1TN SS, Ae IS, zn I., SS ax.s Sn D.x . ai+ nYJ.a A9 919 211 .1 TB 'ffie ax fee ]m AS xla IS.' We xir 'AE I<L' xm 'l1:I' xm £ IRKiio m nv 1H1 be m nx 1i+ my7r n< 1aa zL mxa 1m YOo 'YTS xie 1m VA zry n+ IW 1sS rd ?]i -le,, m 12a zs N. ne P. m 1s 1][ IS. aoll YF ..1 m a.a xW V. m z.a xu na fro 1ex iVl 11.s 111 Y! 'A1 I)r 1as ,, AJ la{ IW Ixa gJ tb I. YR 1ev tei q5 T.R 1Se lee i IS. xAa iF 'me .e ma Im m.l Ins mx Iz zv is n.1 IM Lox lss ur lm IUI 1fr ux 1W lee IN na 1m ux 1sx 1m 1m 1<_A 1b ea to I<x is¢ an me lu ne foY IS, 1. 1a1 mM Ifi2 Ixt 1 ISe � TABLE]B -_ 6Wnm16' xl'[f: !X ]!l fuc NfiFCNV E¢Im CA PI YAM NGI AnallorCBp PeM1emE ACMf/Ee. V+f Flz lOmem IIY Eko VesoM1 YIC EI:O axmw. Y16'E'.w a'_�-s I.N EI[o VYa<m III•S9 n:a YIP LkO AmeWq upuw W'La Oki AVJfaf'u pti61N 9a0,1'Ji) � a�391•fi 8au+(G:I En61M &I[MV ela..a.+rt.aq 1• - x.vr I' aam sca• 1• avr r .1n• r 11A' r o.w� ow li se EmeummM Idv Itlr l.vr IaJr r Lv'.• 1.1;r Ian• 1.1N• 1-vr wX- r Isv yes ]waOMo<.:; Wo<.I Siy!W:e a.ONNapI'H. 11' ]W la _'-0G 'p<q Na uu x6 Nf e511d 1<o fa _l//In Wly 49A a11W u]1oa nIS W. • Avlan § Lte'IJ e.OG./Stfo51 •E (v Mallmulfa. 31 �_]Wp Im la lW4 N'A „fUG WR H!A WA SPoRa NM ... WR WA WA W]. min IIn. <AryayaAYJRQa IT'6f M1pY lyal {Fq. ]I lW fn mlJa eN. ISp [v '6{b ]JO Yn 16M NN )Wd J<fIK emG Itl]G ES51b II Nf©OU'Mn OG.IVBa. NI[`T.-AIaa.1EV.al WA WA kN Nn NIA WA kR NN WR NA lilA µ'A IL'A 11 NA . Fla. I awllr rF-0W IFV. 51'. 1m. Imdi %WA uaarc PWA 1af 9a 14mt 1i Q[ lm lw ay. �N'A <JHM ImG )]lief Moae }Amtaa�l,lY1M.00li a61`90" NOd�I W. WA WA WA W'A Im C[ I µN _sro,L 1WA WAS IlA N1 Mom. 4Qla1 xoG I NUIE: pVH IryC V'YSkI V'.IV� UJt MGUHE I: FIGURE 2: FIGURES AfJCLE 0.m MUSTBE Uffi0 pJ PJJRS FIGURES: FIGURE 5: FIGURE O'. u ® O THE .ANCHORCAP.,. THE -ANCHOR FROM THE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOAONG, SEE SHEETS 2A FCR GENERAL. INSTNI ATION METHOD&-'11�B5D' I" 2) LINEAR IWERPOLATION BETWEEN MULL LENGTHS AND10R OPF,NNG WIDTHS IS ALLOWABLE, Fa 31 MULLION AND MULLION CLIPS SHOINV ARE HOT TO SCALE FOR EXACT DWENSIONS.SEE SHEETS 21-23, 2ow HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRIOTIONS SHOWN ON SHEETS 21-23. FIGURES SHOP! SUGGESTED. APPROXIMATE HOLE LOCATIONS. .)SUBSTRATES: CONCRETE SHALL CONFORM TOAG?II SPECIFICATIONS. HOLLOW MD GRCUT FILLED DV CONCRETE BLOCK UNIT(CMU) SHALL CCNFOflM TO ASiM C-90. WOCO SHALL' BE PRESSURE -TREATED - ,' YELLOW SOUTHERN PINE WITH AN $G OF C.55. ALUMINUM SHALL BE 60S3-T5 AND BE A MINIMUM OFA2v THICK STEEL STUDS TO BE A MININIGM GRACE 33 AND ACV TH:CK(18 GAUGE). STRUCTURAL STEEL TO FEAT I-XYX.V6-1.1ULL'ON LEASLI2S THICKAND A36. ALL ANCHORS INTO METAL SMALL EXTEIO AT LEAST SCREW THREADS BEYOND THE MATERIAL V10 a 012 ANCHORS INTO WOOD MAY OF STEEL, 18 8 SS.OR 00 SS. J`'�s`I 1,VHM, •' , 1`Yy1,\ * :CcNsp'���CjJ' A. TABLE aA Mu81An Ce ¢.T6EH lummyl Op6nM0 Wlmn pm,,Y,1.9YH,,N, m4aw) OrGpOntr1G H6IGMpor HSOmnm''M[p9my mU6wH) SOIf wln f]N Wm 1 1D. IN. Mob SmU lob 1 AS.T61. M[WIALer MWN TYPr". Lp R..,NNI lxpw I TI.PTI+-IN. luwfid PSIY'0.1/ WdnE Le -`D. ..Dno 'R:Uaplpr IIIIIR IRD.q. bH.D N[fenpVa £u14 TAYIsO. IxaSy' 14tlpler L-ED ifidSMN LRbR AP,R W IsMDo Iiw'.H0 IxO1N MaaDHY., LM.IN TMDIW. It+ltp RNlpv IeMry Tn0" Wny J 76A(UM Tuo1 MCISon f fi9 _ @� gR 17 .1 3� fgg d 11 1� q5 d� 1pip 8 ff9 _ J� fi$ J � 14 fg J 5a 1 Sg d §E by�� #{' 17 .{{ IJ� � � 1� fx tl p�" 8& kg 1 F 1�3g gg a fQ' INN ROA CM OQO IS! ROA 74 ITd IN NS.O MA RLI 64E IN, 9T! I104 I. Hot I'll IN. DM volt INO Ii10 fP1 lab.l I311 H. !)1 19d INl .",. !N HIA 'IWI '10.0 421 ll in I100 SOa 1]L.I WI 1)OA WA m. w£ Goo WE m. WO IN. HN 1)Od W1 ISIA N. 1. tll fY.b I'M RSC Ew IISA IIN IRA WO '11,0 1139 HO,O 6d WA INI IW.0 MY W.GSnI 1IOd la) N. %i RSd 6R 1)O.0 131 16rb lLy H1i XI 416 Iw2 1]AO 1)J 1]13 fEYI RPO )q II1A IQIE IhAO 1W w.t N. IIOA i% OLI IN f]PO }%' )]1 'INS IEO.O 3% III III IND. 10) 1:0.0 IN 181.] RD HOA f91 H!1 Ri IEl) in HJ3 Po) 1623 IM 141J 9H HCd i1. LAB w 511-1 )10 09.0 90.` I1. m a, w) NOD )JI [36 GOT H.. 70 Wfi 111.1 IN a". II! 111J N6 Not 6.. IN. 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YII•Fka Uyxw W'EMIW�s VP 9SFkO hpeUeta UIC Fks 1:1'SJ H:e Ulaxon AHaace r 410 M[I /I13:aM M mries) Semrysl Iit91[0 J'gor Lesl E4p paMNDUN. 21rS �_ _ ]'fE }VA- EJnpMyAM11N1 ISN- r,t'.' lya• 4JY' T �1�ii1' 41/f LVI' 1-t'1' 1114' 1N1• T IYY i 1�18` wh. ]AreMrt LigNa'Na nC.x tlV fb, 11 JKM :wPa a30 Ya r CH eM1 K1 W SIOC .e01M JHN )Iid J"A wllw YOW 4]iA F Aec'u.a .14-Nx.oc.iY.latl N:ONu1dEM 01 .x Pf TAW n•A N'A .V% NN JWIA 1 .rn WA kIA IH AWN aM. ffFm ewlH IDD Ima l Mcb.aryn III iH3.,I2 A.16b.:T .wu Gu NAu ,YA:A u01 mt b10W NSIq 1 Mn lwu iaEu emu. Jazm mzae eRlo- ImGf >AKlmaOlT Mf nf,./SIOp. M011J'A4".I.IfH 11 tiLb 6b. N' WAS .WA .[Ob ISIA Wq la]W WM1 HiW ILA IJS.w A'A 1bM NA N4 Niw JNW WA IBII NA tiA JJtbl twlia_ 11'A WA RA Yn N11p lISM 3wb _ f Kazrf .IS-kN. O.WFtJ>EN.L: NULa ]]OLf NI,- I Wq 1wW WAI k'A _ IWA wA NIW I I<tlb I 9a NOTE: MRDIEOTFSETCLIP.METHESAMEANCFCRFATTCRN,WUMN ORYAL'M STNESTPND4 OLIP. (-'�)MCUEDVALUES ARE USED IN THE EYANPLCONSHEET2 FIGURER: FIGURE?fl : • 111 o Ivi FIGURE k -(b- -0 At • nNHLE CLIP MUST RE USED IN nAlls FIGURE FIGURED: S: PIGURC 6: • ff- . l • • TABLE NOI BE ANCHOR CAPACITY AOJU51MERV FUHMULA: _ P..(%( Af4clioR CP.P.,,„w1 _ANCHOR CJLP:- MULUONGAP.- USE THIS FORMUA TO OBTAIN THE 'ANCHOR CAPACITY HECVIRED- CORRESPONDING TO AN ACTUAL PRESSURE RECIUIRIENEYNT PER Tile OPEN'NO. WHEN IT IS LOWER THAN THE MULLION' CAPACITY (FROM THE TABLE) OF THE SELECTED MUWON.H WN. YIEWAMINIMUMANCHOR CAPACITYWHICH MAYBE USED TO CUA-IFY AUDITIONPL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTION'S ON USING THE TAELES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 2.4 FOR GENEML INSTALUV RON METHODS. 2) LINEAR INTERPCLATION BETWEEN MULL LENGTHS ANGIOR OPENING WIDTHS IS ALLOWABLE. Gj MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EICACT DIM.ENSENSW SEE SHEETS 21-I3. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSICNAL RESTRICTIONS SHOWN ON SHFBTS2Ia. FHUREBSHOWS000ESTED.MPP. %LMATEHOLELOCATIONS. 4) SUDSTRATES CONCRETE III MU -CONFORM r0 ACI WI SPECIFICATIONS. HOLLOW AND GROUT-F1LED CONCRETE BLOCK UNIT(CMU) SWILL CONFORM TO AS TM GW. WOOD SHALL BE PRESSURE-TREArF,O YELLOW SOUTHERN PINEWITH AN SO OF 0.55. ALUMINUM SHPIL BE 606.$TGAND BEAMINWUM OFA1 THICK.STEELSTUDS TODEAMINIMUMGRADE25MD.OJYTHICK(IBGAUGE).STRUMID STEELMBEAT LEAST d25' THICK ANDAIS. AULAWFORS INTO METAL SIIPLL EXTENDAT LEAST 0 SCREW THREADS BEYOND THE FUSERIAL 11C 8 PI2 ANCHORS INTO WOOD )MY BESTEEI.. 184 f1S.OR410S.S, '$ • SIn. LF/BG • Hf TA(11 F LA MRm4a Cs e4 T1bb GUM OwIng WEIh Far wREOTYR,I ,S mFkro)eT0..IA0 Ha1,ht(bt5c11Zat'PjEparNlO mJicnt) SOM WN )O in Nh SOb, WON 1201, HOM IWN I x2.ESM RMvp!Ir '. 4y TyMrp. IOIJIm PmAotgWer Loe6]v TrppT,lp, LeeJne fiw. N Ir+f^e T,,VMmT IseGK Negwplu b'ft inpTrlery IWq -Re[Ienp4Y la6[q LyJ]Aary: ..ft WskraJu bdtl. 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In.o ON HOT 'All Nap Om W.6ISN na0 ur nJA mf fiaa ew uaA MI Iron 9b tlod 651 NOD tIM NOA ID m25 Nm N6.0 ra IbJ lib ne.O rw IZI➢ 12W Iro.O )m fas 1M0 NOA lm au nm lioo ib! 4H 170.0 Hr 11Y0 IT INII PA N¢O 111 1110 1110 1700 ]SI IW.] 11W Ilbd ON INN B30 174A 6F INA IIN IRA !b IM,S 1IN 1r0A "bl 00.1 in NOD MY ) 3 Bn 1mC ml Wh IiOS 6GS 110. nl I4.1 015 1623 nl 12ES 01S 1411 )b IMS $15 O21 AS 91.0 615 IIDA SO b;4 915 It.,$ rA 752 O16 IN.1 ]10' MD 05 114A 715 N➢ 115 It1A ]I3 bF I311 ON b1E r14 ILLS m0 1Y9 MI Ia3 OH 1221f WI N.5 O5E 1Ru to H.4 ON 1aA aci ISA M9 90.4 SY Wl TV 0.5 .9 al 1. 91.1 We IrA 69 N.1 F9 5 x9 RU NI.1 717 1111 m0 11oa IS! 119F LW OU Iv 1050 w, e1F� TN M.1 all 12J ]A at %E NO IN eU SW 51. )S r3.4 US I72 ]N ]a.2 WI JI] 1N Rl TV ' nIn 101.i 6>9 IWe SR M. CY iId NO TLr 0A !0.1 >]0 MO 031 ]12 521 51.s eY W.S ]ll W.9 Ob 81.E !OS li.l 0]! S),i AO N,1 UO SL> JW xld .. 0Y] Y3 4N IpA 065 Sit W/ {pe R.I 071 To➢ IH 0 _ ell ................ TA Ii0 y,1 _.... f)I Lo.l III IOo .. 6r1 51.! W ._._ b3 3)I 51.0 1% 13A ml ND I31 >lA :II U.0 IR EW 4)I OF IN re 1, MD a2 CA 411 M.) N3 )04 'I65 31,1 519 021 MV ]AO H3 55) 109 i41 H2 9.0 4S IO.O a3 41.6 IV MS ON 1]➢ LID Md a3 b.0 46 ZSD H2 10.1 IIS MN ]:,] IOi SIT ml bl I01 [5.1 53! 5].2 407 'DOA .0 NO IW 55] Sb x.. 01 )11 3R ZSA 1% 24A E)1 21.1 i3r %,1 NY 164 401 L.1 '@ Ha ia, 99 r ma MN 121 E30 1 >$0 '.D.O i0 ]).E NI b,r xb IIA Y9 2E0 Y5 3eD Ja xL5 xN .'9.1 ]:ro x1.6 ]SL ND S% f1.0 iw 21.0) A. ISO OR in 24 Imb TO., 20 NO 'KS X1 2a 259 351 313 Sl n5 21 xMl S05 19➢ 2U Nl 2s3 130 LO I5.1 29 16.3 iEl I I1T Rl M] 213 Z2 xE.l ffi V m I.. 2m YJJ IIf ITT N' ]Dn S)1 R5 R] 116 II6 1::In 90 SA a, Na 10.5 2]i 15! 3M 14.r TA ]fl2 AE AnehOr Ca eal ?eDla llbN Lti CvwXr J]y tea. WA'!w CMI' [A G _p!4elalC: Arch i]pe Ancllo/C9p Pellam0 Y]C EkOVLm.Y, ]A'Vin Vmwrn p1C Fk0 VOam Y]T FM V'vaw !,in IN 86Ekn AWeOEa Yl6'FI[o L9azm IrYSytYs g,, AOpu31b 1t091eN &rM LS; tlr9pW " S:rvW IL51 SIESyd ' H.,n IE]I Eq[tlwm[<IM1l 1' SYC tVt' 3'A' I' 21P ?Vf Y 11LJ T 44' OFi• J.]N' N (n[ I.YI' i]'1' IY! IYI' Y LAM I�IM' I�VI' l�Yl• x4'I' I-1.Y' Y 1�Y 112' up .npin'xw GCIfieM6aC?sn l:9 PtlN ]901Y )]J ®] JZ'Y 2Mu ION bI LON 300W ]Yr 0` ]bp 114. .1. JII IT I]!p fW is I AIHa6N 1.15 w.aC 161 W4wJ1Y0YR;ab FSxl <W qt ]MM WA NA IYA ) K'A NIA N'A WA WA We Cilb m]I 14xa Oe :M[M 9)J M!n.OF.liRl'BIAI{d Oqa/6C. JY ]W6a ]bOFm _N'A WOM w)IM IJb lla � WWI__ HOICa WIN N'A hOq ]b lh GW llv Ibxlh fiLlJl IIM LI JMehn 601Y. A4n.OG lVQ3 hIa.NS'Al!II.IFq 11 _ ItiT WA WAWA WA WA WA VIA MA WA WA WA WP _ -�i151'N rA I ArWrcliUppq. SJ ffiIY 1W P.[ xmlb I[50v ON ]v I]]IN 110'ir 1/]I.x ]x00ry re]IN [xbgz Ir01b ]L Ns ]WIe3 A.xxa0q l.l6'NIn O.CiF4p6p OL x!Oba rlOM WA W'R IVA NA IWW 6%A A'r'A N'0. - _]]310. fJA Wn SIIRs Jlxlb ]Wbt NOTE: FOR THE OFFSET CLIP, USE THESAME MUNCH PATTEANAND ANCHOR VALUES AS THE STANNAHN LLa'. OCIRCLEDVALUESAREUSEOINTHEE ..NLECtISF.E_R24. FIGURE i. FIGURE 2,. FIGURF;3: ® . ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4. FIGURES: FIGURES. II' III�11�' TABLE NOTES TH'B FORMULA 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFOR)0,31UN ON LOAONG. SEE SHEETS 2d FOR GENERAL INSTALLATION METHODS, 8) LINEAR INTFAPOLATION RFTWFFN MALL I. FNG HIS ANDIUR OPENING WIDTHS IS ALLOWABLE, 31 MULLION AND MULLION CLIPS SHOWN ARC NOT TO SCALE. FOR MOT DIMENSIONS. $EE SHEETS 21Q3 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2 - M FIGURES SHOW SUGGESTED, APPRO)OMAM HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AIA XI SPECORCARONS. HOLLOW AND GROUT FILLED CONCRETE UL03K "NU (CMU) SHALL CONFORM TO ASTM C . WOOD SMALL BE PRESSURF.TREATED YELLOW SOUTHERN PINE "IT H AN SG OF 0.55. ALUMINUM SHALL BE W63 T5 AND BE AMINSMUM OF.12Y THICK, STEEL 5TUGS TO BE MINIMUM GRACE BD ANU.046' THCK(18 GAUGE!. STRUCTURAL STEEL TO BE AT LEAST 125' RACK ANC A U. ALL ANCHORS INTO VETAL SHALL EXTEND AT LEASTS SCREW THREADS DEYOND THE MATERIAL. 9I0IT E12 ANCHORS INTO WOOD MAYBE STEEL. 14.6 SS.OR 4103.8. FORTHE 1'X2.75-x.ew MVWON *: NP. 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[iE YI 111 lb )!E 41 H] l9J Rl ]11 H). 31f ]9i 111 YI N] 376 R.9 111 213 ]I3 11[ ]IS .14E I53 YI ll] J56 11l 41 Ill Y'I 1NiN ffi) ]R ]5] J4 lt) ]II )[D Jn N9 1lP 2E! N1 1}) ]10 N.l X9 211 91 ]t] NS i],f lIP K.f l91 15,f JN '11 )4 IIIX )IE %) 11) NI 115 ]LI Uo )H IfA )R IS) }l0 TABLE HIS an[n5rC4Po[Ily Abin ll9.1----_--_- JWIxY %T.(YamN ]StCM1s. Utltiv(uU lOW C4U PI N'PJ Mtlll NVId 9HC MLbe2e1'p PlLbm. 11C fk011rYm L'P P-1OMnrb1 51¢EI[a O]II(o1 YICfl.4 Vpi. pr 1:1'[{o U]Mpr La•)9 fkry APTYJEW J1Cfla 'JI[sN VP59 E[o ApjIGlY I�EYe1 � l"•b)SOLv NYSSLU I'J): W2SV[I 311P 5q3) [ba aa.rt.tn) )-vT v :-vi' sim � I• ).w f• ].vz T- sLv z lla• '151' ale cNelnvl n ibe IS'! :9r 19! vIN• I.ve Lv1• I-vf I 1.W- wlI z 1 M'N99j1IT Y�M1 QC.Ip'XM VOkNC<O 1 9))m EMM Wi4] IPM Nf U O1,1 na.M. YIy3 ]]Im ((d Ye GfiM A. . 1QIF 1 ARIVI�I.H'V'n O.CI^+fawmNryC2e11 L1y Qly% 8HM iLOm NW BA R/A M. H/A FvA WA NrP �.-.. WAS NN )ASM I 085M 'nn IINIL _ I CNf .OS/ d5A C) KOfp )p lrt BC _1V_AFM 1YA IU 1N51M SIOIM ..gym.. NlA .._... 1N114 lbM qNM Elm 1p 491M 469M v'pla )Ax1m N0.%MM1b,4. UCOry o,."1` i,Fb6 FlA lµ 111A FM WA NA IL•A NN WA 11'A Y1 nv f FCIy CIp\} 145D1 INim R)IN YSm. 9'Ulb ISi Ra 11M_ IRM 11A ice Is JYN O}M lRtf RIM IDOIF 91l 8 ,1 u1n CL[RCb 1 4 I"', Ialm .c'qm Nl4 N/A IWK YEA ta'� 1 Nrl�i WP NN JSI Ss L1)b -ZO IF FIGURE 1� 0 �� �1 : •• URC3 e • FIGORE4: FIGURER • "i=O OBTAIN v ANCHORCAP... TTO BTALY THE'PNCHOR FIGURET. • ®-- • • TALE NOTES: 11 LOADING. SEESPINETS74 UCFORG ENERAL IIIET ALES NDSHEE ESHEEFOR TRUCTIOR IONlI THALLATI S METHODS. 25 FYXf INFORMATION ON O DVGE SEE I 21 LINEAR INTERPOLATION DETWEEN MULL LENGTHS. AND,'CR OPENING WIDTHS ISALLO'A2ANLE ® Q ANGLE 0.IP MUST BE UF£B 311•t4iS.LONANDMLLLION CLIPS SHOWN ARE NOT TOE. FOR EXACTOWENSIONS, SEE EHEETS21-21iiDLESIO9EDRILLEDWTRF-FIELOFOLLCWWOLJP.1EN.gl li.LRESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW S.'OGMTEO. APPROXMTE HOLE LOCATIONS. 1250 FIGURER'. IN PASS. 4) SUBSIFITE3 CONCRETE$[O CONFORM TO ACI 301 SPECIFICATIONS, HOLLOWAND GROUT -FILLED CONCRETE el-OCK UNIT OMU) SHALL CONFORM TO ASTIA 000.VNOOD SHALL DE PRESSURE -TREATED YELLOW SOUTHERN PINE WON AN SG OF 015. ALUMINUM SHALL DB 6063.T6 ANDeEAMINIMUM OFA00- THICK STEEL STUDS TO BE AMw11AUM GRADEM AND E'y. _.... _.J. • MPAM1TL ELAL ALTAENOATtEAST 83ESAOTREWTH REA DSBEYOND THE NCORSI NTOGNAUGAE.} SHALT AXTFN ANCHORS I L.2S%1N."X.flN' glO&#l2ANNORSI410%OCDtAAYSGSTEEL. ION SS lM <t0 SS ulr uoN IOo. %IDS FL a � � ^ a p19 o aI" m o,. o°n 3 s ,Iasa�� IN9Y '� hl T,La�n Ko m MgC sal �6ES_ Y EI"sFa'sffi&" � I e ;s e- d 4 9 e §'IE;6i' c 7i E ➢�€ Qt3hM 4 � rlpz6=`Y= 3m F E�F�F��R i9 Te➢�➢5i94€'� v� €914€€^B Stfl: '30 Z�x gf. i>O,-goT?yoe o 1 G OT�TZC �y )ro yz`iz4Qt1 x a G n `.co,min s� y^JF�RTR,�1fq, ;�9 Z? 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Nji -�T M TER, mm o;i gjgj� 14 0' 5,5 R I m, 21i g zj� r �Jfl—�m Is v a Ali 4 9 it O;N n a gin sa 52 g Rig i ngggg�gg z TM =lr� m z �c c a j3 95 mi 'R IMPACT -RESISTANT ALUMINUM TUBE MULLIONS 2 X 6 X.25 MULL SPECS �NIA: =NIAl 1 6300JR 17 2,- J RaSOWS 1 08,2 B 1"96SOWSKI r' 1101141'— J 10 NEW MULLS TO SHEETSET 37.—.,. xzaz°x:.'n ao',anw J3S133HS Ol SII(iW M3N vows 9tlDLlOI DISMOS92'Ur _ :sc Yru`�e v' .+v INSMOSObr er.. LL;6Zld0� :.n w»wa VIN Z "SL 21f00£9 V,'N SO3dS llllW SZI'X LLZX9Z'! N r--o SNOMMY 3Hf1LWf1NIWLLltl-LNV1sisii8-lovdYVI 5 s �°=r�i�ry3�y3w ?Yv�wa p u Of m m F F io$w3 o�,�W =a �ggi cJ�o�'¢w 'toQ�=�.i 0 i�xxZto- }m Yam} x i°�m )pq�QJ4F V� L0 6t Jti�O Vy`.'UKS v� z w z a w� 4aow� n�bN Py m (>� ¢m 3p00i y Lei mo K.0 LLjdYWa � �m p6p mad O � ? w� g oQo ioz�iw-s ao r6�[e•YYZ'i lvl?a'�` sl9 A.� Z< j p'�a 8upVO0 l 4< p-3Nj w SWy36 JYiE io5¢� mZ�J� 7W m Urw µµ� Tw� r= 6im$n sae 0 6w 'c g �ou izo•°�a Ia w�. 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IMPACT-RFSWANT ALUMINUM TUBE MULLIONS 45DEGREEBAY 20a 25 01 fJR4SOWS1(I r-101=1419M MULLS TO SHErTSE X 2� X.3?5' MULLION ,03-W ALUM. X-S'ECTION F ri STANZQDCLP 2.0,00 ,,,CTION 1.125, 'CUT K� R E TO 'ATCFQP.lt MIN, NCTAILF, 5�BV ST140ARAD CLIP 6DO_R"UA Z_I.E"-- -,F ANCHOR HOLE MIST LIE TCPVIhW , KB SHEETV i� FOR TREMCHOROIC, DISTANCEAI&MVILMANCHORMUE DIAMETER- ANCHOR DIAMETER - 111W. _1503— 3TY .375, MIN: L---- -- 2 ON3MALUM �j T TOPVEW I r," OFFSETCLIP .12y— I ­ "26, XSEION CUP X,TbAuom ECTIM4 - ' 3B""N �Af JOLIP r�r T . T6 ��um ,.PWFW 8OUN,MsY.SE9 SHEETS 547 FOR THE ANCHORO.C. DISTAWE. MQNILM ANCHOR KOLE DIAM27CF. I MIS:. ABLE 6 ONO '.X B". UULUR 1.;X2?f M*,;� ALL'M �SECTICIJ Ll .1ECTC.L rb --- -------------------- It , / _4 % =� 14 10, U�l Z.E-C. OF MORON M LG MUST BE A�TIVN THE TCP'� .R. BOUNDARY. SOF SHEETS �i I FOR THE AND 130 R D.C. M'STANCE. N� MUM M�CHOR I 101 E D W�11! TC R' AND NOR DME OR. 1 1, 17. MPH chm..M.R (LK..to) PDT P.nt —M.M.. W. Clip CRT.( Clip U-Cl[p Ar.glo Clip T' X2" X. 12S'(5) SEERS M113M 6681110M 66624SM 166511M V X2' X.376' (6) 66M 666114,M 566111SM 2"M 12M 1" X 2.7V X.375?'(7) M7 6661 15NI Wl 120M 665245PA I- X2 7V X.6W (8) ISM 660116M 6GO112W 606246FA 6�14M 1. X,,2W X.503" (6) SM7M 66311 16M 6881114M 6N2421A W0515M 1.2T X3.IM"X-2W' (12) 666411A W1117M 63131112A OW4lfA 6SS516M l.2WX2.jI"X,l2V(lS) 69370 NVA NVA NA 666517M NOTES� 1) HOLE- TO BE DRILLED IN FfIll FIELD FOLLOWING DIMENSIO,1� RESTACTONS GNM ON THIS SHECT. 2) SEE SHEETS 5 20 FOR SUGGESTED. APPROMMATE HOLE LOCUOIONS & ANCHOR OZ. DISTANCE. 3)SEESWETS24 METHODS, TAiRLFA D1.onWo,,jV.IRP (1.jj F., M.M.... A t6Z V X2' X,125 AWmhurn TBIBs Will.. 2.6� c 0,495 U 0140 A 1.125 V X2. X,37 ALiTh. � MUNK, IS Z404 O.lO5 A 1 STE V X2.15" X a 3.000 C 0.757 .5754.1.US, 74be Mu!ifm D 1.116 IE .4w mi, A 1.31�_ V X2.76' X 16� AlfBLm Tuto VA. B 3jOOO C 0.476 --6— A 1000 '� X3 1� X -W AI-R` T.bIaMog B 637 C _713 D 1A37 A 2.625 1.2* X3.1m. X 26S' AW T� MVLI B —T— 2, — — ,62 �w D ,,2 A 1.813 IT� Mum '34N Ai4 "',, ............... ---i I,ao,r f.- 4 a W L I-XI.XAW 1 MULUOR Cloni-T&ALUM. "ECTION F.10 QC' J­ ­1 I.NT I— I-X`i.X'315' 1 i-XI-X 3?&' MULUO. 'rLAULAON 6WIiFTOALUW� Nd:i-l��U`L �SECTION kSECIION H 020. . I -I 'W. I- 1.25. A a 25, x W.- 12TX3t4'XX24' UW5-TS ALUM GC5-TS,,_UM' X_8LCDDN X..Z.lU)N Ay NZ�WON -�UN N all N.S A U., I —�tZ-T NOTES: I)HOLF.STOBEDMLLEOINMEFI�LDFOU.OWINGD,�IENSV,'&W�TR 2)69E SHEETS 5­20 FOR SUC3ESTFOlPFROXIMATF HOLD L�71ONS. BEL SHEETS 24 MR GENERAL_ IW5TJH_LAT(04 METHODS. 125' 1W .740 uU-ClIp wz.ya�uuk XSECTUON CMICROFANCHORHOL DASHED BOUNDARY, SC Dc'WE F ELF. .�AL P. WOO I _J .31S. SrhHDlRLCLW U­CL!P ESUB.R OF A�LI"ORHOLE MUST LIE 1.3�70AUUM 5m_lBAAvML DTlIK7HFDkiBfE" PLOUNDARYSEF. TOPYIEW TOEV'e. ACGTS5 20FCR lHGANCHOROG, TARE F C Kim Gl� ON UHISSHEET" . 1116'. '061UTSALUM, T�IVEW DISTANCE MMIMUM ANCHOR14ME DW'*.nR: ANCHOR DIAMETER 1 1116' 1XIABOWICUP L�TOAWM -SECTION 125' TARI Fr. comr V.W. (IN) ftrldtilfl�E: V.I.. (�.) P. Wll.,'; F a 1637 LOW Vx�x .125, N�i. TUb. mobB 1 G 1930 0.sw 1125-XlD X.62A' Altiml.. Tj� WWI H _0M_ H 1 1.4 IL2 F G dflD am— I'X`Hx xv Al�.� IDDA&-v I 1.1,21 1.�A'14' X.624' AllM­ TuM, Mullkin K I ZAN om H 11 I.W 3,250 —F?—M T2F _X3 2�­ Y.U)Y AWAH, f 2ZI3 3 8� N"� _F _777-544-5V B-11 "M .1.500 7ARI 5 n immoi Mallin Sid, Cl[p DKIBBICUP U­CDp ArlolaCflp !'X�X.125':10) ein(54 wifiNI W1122M 5532411m w5lam 6010 MOOM W'12dM NNC21A 53019m rxJDxxv.r(vJ) WIN i46112M W1123M ON242M W51914 LW X125f Xd!W U31 20HED 886110M WL124M 4UNIOM M 1757 ��wx3rwK.W!w_HH6L__!0SN12l " W112W lWNHIM OW116M !,E "*2 Adm7m 6 _601.26M MN M M517M _xLwx.w��5" 0549 WA 6665tIOM ,IS _T�_ _WA7 _N�A_ ' WA I A I Ir L e 'A TABLE E M.11 DlBva�M.B POT POdg M-H-O Sw. clip U-cup "CIO Clip �L-.Otg) =x"EX-0—ii'tot V'X Z7 )1 65302 00O2611A WB27,.M ONSI1214 , 'XWX,2Vtl7)j OWOd Geus'le, 668272M ONSI 13m NOTE& 1) HOUTS M BE DRIUM IN 714E FIELD FC)L�WS DIMENSIONAL RESTRicnoNs GNEN ON THIS SHEET. 116"" 0 FOR SUGGESTED, APPROXIMATE 3) SEE SHEETS 2 4 FOR GSNIS� INSr�TIONI METHODS. 37V M". 4.( (P ,250'-- 2'X4-"� MULIJ� 603346A,U, X�EcHom 02M.- TXVXI� .ULL�, SIANOARUCLIP 'w3-MMUML x SECTION CUTMKTO C.LATCEO... .176" 8EE MTAL E. IT i r --------- -IT %L-�- ORHOLE VUST I-lE GM=SAI-UM� TOI.ElO STMON40CLIP t()63TGALVM. TOPV�. ;T"c �Q— EATEI�1.9, E 'ET. 375' NO 54 F U4. W, AN.- L." VM�V! ALUM. M*�16Avm. XISRUION X�CTION '2V L 12Y �-, �. J-4 T R 137� 000 FORT X 3' MULION, SHEET 1� TOPOEW --7- ------------ ---- --- 37i f MIN MANCTCUIP DASSVMD BMNDAqY. SEE TS,�- V A. H� I INN MITITH EXAMPLE LgQ1LjE1E_M2dJQNS THE BUILDING SUBSTRATE IS %MOI TO BE WOOD O'4AU. FOUR SIDES. THE WINDOW PRIME DEPTH IS 2-114'. THI OPC41NO REQUIRES ADESION PRESSURE OF FSEV-60.0 FEE. 1� INITIALLYASSUMINO TFIATA I-WDE MULLION;$ SUITABLE.TTEE MULLION LENGTH 1372-ANDINEE CPENINCWQW IS 3r�UW-W. REFERENCTINISSMEET26,7HSCOLUMNUSING RECTANGULAR LOADING MUST BE USED SCAN THE MULLION TABLESPOR A PULLIONTIMAT IS AT LEAST THE WNDOWIFRAVIEDSPITI 0-2,11"ANT) WILL NESTER EXCEED WeRSOUIRED DESIGN PRESSURE OF -MQAS&0PSF. IF THE TABLE DOLS NOT NOW NIESXAC If SIZE. �MTAVX3A.SHLET7.l�El-N2,75-X,375-MULL[aN�JLENGTH. �,% OPENING AIIDTH-70')VfS.TST�IEDEPIHREQUR'D.HVOl�R WE AND WOULD NOT BE 801 FOR THIS AFPLICATION. FROM. TABLE 4A,StI THE I -XZR-X.0EW MULLIONkLENGTI-1 -?T. OPENINGAIDTH -TV) RASA DESIGN PRESSURE OF -02.7PNWHICHEXCEELIS FEE REQUIREMENTS FEW THE OPENING 040 MAN' BE USED IN THIS APPLICATION. NOTETHRANCHOR CAPACITY REQUIRED OF 61 2) USE TABLE 49 TO FINGTHE ANCHOR 1YPE.ANCHDROUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSGRA�. DOWTHE �ANOAAO CLIP WITH(4)#!2AN-HOMMDWSu5 ANGLE CLIPSWITH (4)JI12ANCHGAS HAVE INVERIFY THE DESIGN PRESSURE OF THE FE14MTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. WELOWERDESON PRESSURE, OF PRODUCTS, WILL APPLY 10 THE DIII ASSEMBLY. FINNL DESIGN PRESSURE RFOI THAT THE BOTH Y"EMULLION AND THE FENESTRATbON PRODUCT 05 INSTALLED IN THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PAODUSINS TOMIJULION. IN MIS EXAMPLE. THE DESIGN PRESSURE REQUIRES WAS -F60A P8P. THE I'VERAIA, MAJUJON SYSTEM WAS DETERMINED TO BE Y2.7 PEP WITH AN ANCHOR CAPACITY OF wS IRS, ALTERNAnvall, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CAICUIATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESTGN PRESSURE OF BE FEE: 00 PDT ix ( SEE LOS ,2j,j-,)�5O4ELR$ (MAYBE USED TO QUAUFY* 10 STEEL SCREWS FROM TAME 48) THE BUILDING SUBSTRATE 13 KNOWN 10 BE CIAU ON THE JANBSAHO US&SA CONCRETE OMER AND SIUL, THE WNDOWIFRAINZ DEPTH 15 ZINIF. THESPIANS FEQI DESIGN PRESSURE OF .50.01-ND ESP. 1) INIHIM.LVASSUK-ING THAT A I- WIDE MULLION IS SUHASUE� WE MULLION LENGTH IS 32�72� V-10V AND I HE OPENING WIDTH ISIT436I -TX. REFERENCING SHEET 25, 1 HE CDLUMN NI PECTANGUIUNR WISING SHALIL BE USED, SCAN T HEMULUON TABLE' S FOR A MULLION THAT 12 AT LEAST WE VI FRAME OEM OF 2� X40 ­U_ MEET OR EXCESS THE REQUIRED DESPGN PRESSURE BE 50,01554 PSF. IF WE TABLE DOES NOTSHOWTHE! EXACT SIZE, USE 711E NEXT LARGER SIZE AVAILABLE. FROM7ANE3A,SHEET?.THI 375� MULLION (LENGTH -IN'. OPENING WIDTH -WIMEETS WE SEVIN REQUIRED, HOI THE DESKNJ PRESSURE 13 N-15.1 �SF At�D%NOUWWTBESUIrMIEFORMSMPLI���, I FRM�-TABLE12&St�ET16,TKE2'X4-X,2"-fAULLiONE�HGTK-IW- OPEN NO WIDTH - N-)HASADI PRESSURE 0( HAUJPSFINHICHEXCEEDS THE REUSUIREMENTS FOR WE OPENINGAMO MAY BE USED N THIS APPLICATION. NOTHING ANCTIOR CAPACITY REQUIRES CF D71 LBS. aLCAUSE IT 15 NOW KPOI THE MULLION WILL ADD r TO WE VADTH ON THE MI UNIT. THEADJUST51) OPENTNO WIDTH IS W-IF-74r. NOT 73' AS PREVS)USLY ASSUMED. VERIFY TFWTI THE DESIGN PRESSURE IS STILL APPLICABLE FOR Tilt ADJUSTED OPENING. &TERNI THE WNDOV`VAENH3 MAY BE REDUCED TO MAINTAIN THE 73- DIMENSION 21 USE TIME E 121ITISFIND THE ANCKORTYPE,ANCHOR QUANTITY AND CLIP TYPE ItECORED FOR WE CONCRETE SQIHTRAE, NTHI E,ASSUMEITHEPOURED CONCRETE HEZERANO SAL ARE TANIVE-S ME MULLION CUPWT-RT1O BE THEY.CARE MUST aRjAFSNTotUVNTAH,L THE FASTENERS F.DGE DIBFTANCE� USING THE STATIONING CUP WITH (6) 301V ULTRACON ANCIl ORS A7, AN EDGE DISTANCE OF 22-14t' GIVES AN ANGIER CAPACTY OF 1050 LOS WHICH 13 GREATER. AND NIEREGE SUITABLE. FOR I HE REUUi.tD ANSHCR GAP.CITY Or 971 USS. BECAUSE THE IFETICAL IYULL VYI.L BE. A 2- . I K.I50- MULLION, IN I HIS EMPAPLE WE WILL MATCH THE I ORIZONTAL AND VEHOIGN. MULLIONS, ALIERNATII ANOTHER 10"It. MULLION TYPE GOULD BE CHOSEN, PRODUCTARVISno 1) THE MULLION M143TH IS JF AND THE OPENING HEIGHT IS 32'.72-12- -1 BE', REFERENCING SHEET 25. T HE COLUMN USING TRAPHOLDAL'IRIANGULAR LOND.NG MAY BE ."—pirTs �,fi, a. RHIN& fluTdin,OX&t USED. PRW TABLE 12A. SHEET IT, THE r A 4- XZ!W MULLION Po LENGTH - 42-� OPENING HEIGHT - 179) HAS A DESIGN PRESSURE OF /A 70.0 PEP WHICH EXCEEDS THE AA,M, *.021&.03 REOURELIFUTS FOR THE OPENING AND MAY AS USED IN THIS APR[ ICATIDN. NOT, E THE ANCHOR CAPACITY REBUFFED OF 52, Ms. 021 WlTA I., 2) USE TABLE 12a TO END THE ANCHOR TYPE. ANCHOR OJANTIN YAMS 0. PTYPE RECUIREET FORTHE CMU SUBSTRATE, IN WIFE EXAMPLE, ASSUME IT IECY,UJAMOSAREW; y EII AIDE. IF IHE MULLION CUP WERE TO SE CENTS RED WITH ITS W. CARL MUST BE TAIGIN � MA WAN THE FASTENERS EDGE DISTANCE. U$TNG THE M ANSI F SHIPS WJTH jr Nfium SNI.F� (4) W16- ULTRACON ANCHORS AT AN HEISE DISTANCE OF I - GIVES AN ANCHOR CAPASH Y OF 640 TIES WHICH IS GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED FIN ke ­U " AhCHORON-ACRY01 NILUS, W HORIZ w 4) FOR THE U CLIP T1 -, HE HORSONIAL VULLION TO Wit HCAL MULLION, USE HIS SAIE, ANCHOR, CAPACTTY OF S21 LEE. TAME 12B FOR THE U-CUP SHOWS THE McHoR VIXLLUTO�N MITI ISM411 1 �;-Si-�, CAPACITY IS 1074 HAS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE,FOR THE RECUI ANCHOR CAPACITYREQUIRENIENT OF EST HAI WE ND. )NO, rNOM THE ABO� STEPS, OUR MULUON DESIGN PRESSURE IS: .J E4.7 ESP FROM THE VERTICAL MIJI-LION: 170.0 ESE FROM WE 3W HORIZONTAL MULLION ATTACHING TO CMU; f.": z !-I YXIS PUT FROM Ili FY HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTIERSUCHMI R f E U THE LOWEST DESIGN �RESSUAE IS JX.j POP AND WOULD APPLY TO ALL BE THE MULLIONS VERIFY THE 0 ESIGN PRESSURE OF THE FIENCST RGION PRODUCTS USED WITH THISMULLION SYSTEM. ', HE LOWER DESIGN PRESSURE. OF MULLIONS OR 1ENESINA, TOTH PRODUCTS, WILL A?P�Y TO WE OWRI ASSEMBLY, FINAL DESIGN PRESSURE REQUIRES THAT THE BOTHWE MULLION AND We FENESTRATION NI BE INSTALLED IN I I P E ACCORDANCE WITH WO INSTALLATION 50ECINCATONS INTO RESPECTIVE SUBSTRATES AND F ENESIRAT ION PRODUCTS TO MULLION. FL P.E.9 M705 A I . EXAMPLES OF RETT.GUILM9 -L�DVG' IN " ip XV-VA 'Al F f j 4�� � � LOADING OF WRTICA�t MIJILION WITH INTERSEUT RD HCHIZONTAL MULLION IOADIPIGOFTIORIZONTALMUILILON ;75� IMM LOAVINGOPHORIZONTALI.R.1,LICIN AHR INTERSECTING 'SRI CALMJILLION Pw A, LOADINGOF, VERTICAL MULLION 11 LOAXMNG OF (2) HCRZONTAL MULLIONS LOADING QFHCFVZONTAL MW.IUON LOADING OF HORIZONTAL MUUC14 HNS OCoR Tw NOTES. 1) DRAWINGS ARE RERESENTATIONS OFT�IUAL MAY aE ExTRAvouri:CFROM 0, A' 2�IFTHELOAOING WPE CANNOT YN BEDETERMINCO, WE r, PW r L 3) SEE PRODUCTS APPROVALFOR :13705 ACTUAL ANCHOR LOCATIONS. I-DADING OF VERTICAL MULLION UJAXIING or wER MULLION L PMELOFFF�4L!EDDOUR!S,NOT�WREDORMCHOREO WITHINTERSECTAJOH I INTALMIJUIC'Is t6 i'41�-, ISIAU A b(NYApR`,WE. MULLION MULLION 5a FLKE, 5B705