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HomeMy WebLinkAboutNOAa Gm ) AND CODE ADMINIS 'ICE, OF ACCE, ndustries, Inc. ethnology Drive Venice, FL 34275 E: IOA is being issued als. The documentati ;t Control Section to Jurisdiction (AHJ). 10A, shall not be va "1 Section (in Miami - lit to have this prods Perform in the accel.. nmediately revolve, n ,serves the right to re ithat this product or rodudt is annroved ai h if bf.11, dated A by ,nthony Lynn IMPACT M G: Each unit s. and followi kV/AI of this NOA Inge in the applicable aNATION of this i materials, use, and/o Iproduct,'for sales, a iply with any section by the expiration , their it shall be d+ TION: A copy c rs and shall be ava k revises NOA# 1 SCANNED BY St. Lucie County MU1MI-DADE COUNTY : PRODUCT CONTROL SECTION ECONOMIC RESOURCES (RER) .�,i 11805 SW 26 Street, Room208 DIVIiSION T (786) 315-2590 F (786) 315-2599 E (NOA) w .miamidadLgoy/eeonomy der the applicable rules and regulations; governing the use of construction submitted has been reviewed and acce ited by Miami -Dade County MR - used in Miami Dade County and other 'teas where allowed by the Authority afer the expiration date stated below., The Miami —Dade County Product J' County) and/or the AHJ (in areas otb�,r than Miami —Dade County) reserve r.material tested for quality assurance purposes. If this product or material rliannei, the manufacturer will incur the expense of such testing and the AHJ f'y, or suspend the use of such product, or material within their jurisdiction. =, this acceptance, if it is determined by Miami —Dade County Product Control etial fails to meet the requirements of tha applicable building code. :scribed herein, and has been designed to comply with the Florida Building ity Hurricane one: _ 71)0 Aluminum Single Hung Window''-L.M.I. raw , uno window, Impact', sheets I 10, with revision G dated 06106117, prepared by manufacturer, signed -and PE, bearing the Miami -Dade County.,°roduct Control Revision stamp with Product Control Section.' s: Larg Miss11 pact Re3t9stanL „ame or logo, city, state, ement: "Miami -Dade County Producf',ontrol Approved", unless otherwise be considered after a renewal applica:?Pn has been filed and there has been li;ag code negatively affecting the performance of this product. B;yyill occur after the expiration date or if there has been a revision or change aeture of the product or process. Misuse of this NOA as an endorsement fising or any other purposes shall automatically terminate this NOA. Failure its NOA shall be cause for termination and removal of NOA. OA number preceded by the words Miami -Dade County, Florida, ,and e; may be displayed in advertising litera&re. If any portion of the NOAis Wits entirety. S `i us entire NOA shall be'provided to--tlie user by the manufacturer or its le for inspection at the job site at the request of the Building Official. I4.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as coned above. ; rasreviewed by Manuel Perez, P.E. i �� NoNo. 17-0630.08 courrrr Expiratiao Date: Marcb 26, 2021 Approval Date: November30,201'7 Page 1 r j- ell a 13' Ir . ;Industries, Inc NOTICE -OF) .,A .rDRAVVrNGS ;- 1. Manufacturer's die drawings and sections. . (Submitted imderNOANo. 05-1018.01 and 07-0322.06) 2. Drawing No 4,04,9-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09101/05, with revision G dated 06/06/17, prepared by manufacturer, y signed and sealed by Anthony Lynn Miller, P.E. . TESTS, 1. Test reports on:4) 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 i s.'ti'> 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 r spacer systerti Durasealo spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spa e ,ystem at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test R}"' pits No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16,15, k= 06/07/16 axf4: 5/'02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitred tinder previous NOA No. 16-0714.06) 2. Test reports on:,I) 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 ti( } 4) Large Missile Impact Test per FT3t C. TAS 201-94 '5) Cyclic Wind Pressure Loading pgn'FBC, TAS 203-94 i 6) Forced Entry Test, per FBC 2411 S.2.1, TAS 202-94 along iv th rnailCed-up drawings and installation diatam of an aluminum single hung wwdJ W, 'N143i1i t frame, prepared by Fenestration Testing Laboratory, inc., Test Report AIo. ate1L-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada; P.E. (Submitted atnderNOA No. 07-032Z06) 3. Test reports dn:,l`) Air Infiltration Test, per FBC, TAS 202-94 Large Missile Impact Test per.FBC, TAS 201-94 3`) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with m4rKed-up drawings and installation dia'�am of an aluminum single hung window, witl °;in frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. £FT , 4958 and FTL-5063; dated 10/03/06 and 11/21/06, both signed and sealed by E&u,Mo Largaespada, P.E. (Submitted uhr"4.rNOANo. 07-0322.06) ,r:: Manuel ere z Y.E. ProductContro Ex iner NOA No.-0630.08 Expiration Date: March 26, 2021 .. : ' Approval Date: November 30, 2017 et,., PGT'.Industries, Inc. - NOTIC.17OFACCEPTANCE: EVIDENCT'SUBMTTTED 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. Y`11-4645,- dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. )'l ' (Submittedmader.'VOANo. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FB,C, TAS 201-94 C2 i CyclicyWind Pressure Loading per FBC, TAS 203-94 along with inaticed-up drawings and installation diagram of an aluminum single hung window, with,fln frame, prepared by Fenestration T'csting Laboratory, Inc., Test 33 Reports No ('fi;IL-4649 and FTL-4723, dated 08/11.105 and 10/05/05 respectively, both signed'ails ealedby Edmundo Largaespada, RE. (Subrn_itt2 d ur&3,r NOA No. 05-1018.01) ' 6. Test report= o; '-1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test; Loading per FBC TAS 202-94 ' 'YI 3) Water Resistance Test, per FBC,,'TAS 202-94 4) Small Missile Impact Test per F3'C, TAS 201-94 t r' r5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 " :61 Forced Entry Test, per FBC 241.i .3.2.1, TAS 202-94 %:long with th6x ed-up drawings and installation dkigam of an aluminum single'sung window, ,r frame, prepared by Fenestration To ling Laboratory, Inc., Test Reports'No. ]F1'L-4647 and FTL-4650, dated 0811110, both signed and sealed by cdmun.uo Lang spaaa P.E. (Subriulted aizt I r NOA No. 05-1018.01) 7. Test reports fi:,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 pc; FBC, TAS 203-94 along with niaticei-up drawings and installation diagram of an aluminum single hung a window, v sth fir'frarne, prepared by Fenestration Testing Laboratory, Inc., Test - Reports No. FTT4646 and FTL-4648, dated 08/1 OY05 and 08/11/05 respectively, both signed ai�isealcd by Edmundo Lazgaespada 3'.E. (SubmittedNOA No. 05-1018.01) "•f' Man el ere P.E. Product Contr 1 Exa iner ;, , _s : i 1 s s NOA No. 7- 30.08 Expiration Date: March 26, 2021 [Approval Date: November 30, 2017 ,..i�E-2 'i• iG4 Industries. Inc. NOTI& 60 ACCEPTANCE: EVIDENCE 45"MITTED C. CALCULATIONS,— 1. Anchor veriffLiion calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 6' Edition (2017), dated 06/22/17, prepared by manufacturer; signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing comp'Lles with ASTM E1300-04 D:; QUALITY ASSURANCE Pei I '.. MiarnEconomic i-Dad�]-bejartment of Regulatory and E onomi Resources (RER). E. k MATERIAL CERAMCATIONS .1. •Noticc of A66epfance No., 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflei Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. .2. Notice of AcAbtance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol(RD Ultraclear, Clear and Color PVB GIdA Interlayers" dated 0 1/19/17,, expiring.on 0f/6S/l 9. F. STATEMENTS 1. Statement jeAr'jf conformance, complying with FiBC 51h Edition (2014) and FBC 1h Edition 6 (4q17)1 dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lyon' :Miller, P.E. 2. Statement letter of no financial interest, dated June 22"' 2017; issued by manufacturer, signed and said-d by Anthony Lynn Miller, P.E. 3. Laboratory'�6ipliancc letter for Test Reports No. F'rL4957, FTL4958 and FTL-' 5063, issued b]y,'Fenestration Testing Laboratory, Inr:, dated 10/03/06, -signed and sealed by FAiffiindo Largaespada, P.E. (Submitted tW'de.- NOA No. 07-0322.06) 4. Laboratory." pliance letter for Test Reports No. V.171,4646, FTL-4647, FTL- 4648, FTL-4649, FTL4650, and FTL-4723, issued by Fenestration Testing Laboratory, F Inc., dated ated OhO/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted uYidei IVOA No. 05-1018. 01) 5. Proposal Ndld,`6125 issued by the Product Control Section, dated March 09, 2016,' signed by Islia'q�`handa, P.E. (Submitted qnd6rprepious NOA No. 16-0714.06) G. OTHERS 1. Notice of A,668piance No. 16-0714.06, issued to P&T Industries, Inc. for their Series "SH-100" Al' ­num Single Hung Window - L.M.L,approved on 08/18/16 and expiring otift/2'6/21. z, P.E. I Product r rolE zmin6r NOA _0 -0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-3 `N' ULNELKAL NU I h6: IMF'AU I. SINULC HUNU I-LANUCU ANU IN I CUIWL rIN VVIINUUVVJ Y r 1 GLAZING OPTI S (SEE DETAILS ON SHEET 2) ^� L I � 1' iA 5/16'LAMI CO ISTING OP (2) LIT DF LIB RNNfiACED GIASSWITH A5D90'MURARAY TROSIFOL®�PVB(BY.KURARAYAMERICA)NQ)i a .L. �EX CONSISTING •A d '=' t:'`OR00' `PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) -Al: c 4. :Yu. OFT'I.ITE.OF''1/8'ANNIEALED G(ASSAN01 LITE OF 118'.HEAT STRENGTHENED GLASS WITH A 1 •AI: .090" KURARAY TROSIFOL OPVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX` PVB INTERIAYER (BY EASTMAN CHEMICAL COMPANY) C. 511W LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH A .OW"KURARAY TROSIFOL`PVB(BY KURARAY AMERICA; INC.)OR:090"SAFLEX` PVB INTERLAYER(BYEASTMAN CHEMICAL COMPANY) D.711 W LAMI CONSISTING OF (2) LUES OF 3116-ANNEALED GLASS WITH A .090" KURARAY TROSIFOL` FVB (BY KURARAY AMERICA, INC.) ' '. OR.ON' SAFLEX `� PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) - E.7H8'LAMI CONSISTING OF(1)LITE OF 3/16` ANNEALED GLASS AND(1)LITE OF 3/16- HEAT STRENGTHENED GLASS WITH A , - .Off KURARAY TROWFOL`PVB(BY KURARAY AMERICA, INC.)OR.PRO'SAFLE0 PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) - F.7/16' LAMI CONSISTING OF(2)LITES OF 3/16- HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR.00' SAFLEX `PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 1311 S* LAMI IG: (1) LITE OF I/e' TEMPERED GLASS, AN AIRSPACE AND IV10' LAMI CONSISTING OF (2) LITES OF p,•'.:14NEALED GLASS WITH A .090 KURARAY TP.OSIFOL•PVB(BY KURARAY AMERICA INC.) OR .O90' SAFLEA' PVB INTERI-AYER(BY EASTMAN CHEMICAL COMPANY) H.13A6 LAMI IC: (1)LITE OF 118- TEMPERED GLASS, AP AI PACE AND 6Ad"LAMI CONS 71MG OF(i)LITF O� 1/8-ANNEAL ED GLASS AND(') L!TE T _ .1 5 -OH /B HFATSTRENGTHENED URS W17H'A.090' KURH .�1'I.H.OSIFOL PVO(BYKURARAY N4EHiCA INC) I �a.INl IJ (. ^OR100 SF,FL^I PVB INTERWVER(BY-LABTMAN CHEMICAL COMPAh) .: ' '�- 1 AI'>H%R\ 113/16 LAMI IG: t1)LITE OF1/61'TEMPERED GLASS,ANAR SPACE 0=1 L., 1d- �T U;-'FS Cr110:t:! 11 CTRS „TFE7EOGLAS.- .T!!lTH fr.0A0'K11P,ARAV TROBIFOL PVB (RY'KURARAV Ah@RICA;INC)t1p.09U' SAFLiX6 PVH INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J13116 LAMI IG(1)UTEOFIB'TEMPERED GLASS, AN AIR SPACE AND 7/16'LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH .090' KURARAY TROSIFOL bPVB (BY KURARAYAMERICA INC.) OR .09V SAFLEX` PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13/16' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF3116' HEAT STRENGTHENED GLASS WITH A.090'KURARAYTROSIFOL PVB (BY KURARAY AMERICA INC.) OR.090- SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13116" LAMI IS: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A 090' KURARAY TROSIFOOL-�Y KURARAY AMERICA, INC.) OR.090' SAFLEX- PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANYI M. 13/16' LAMI IS: (1) LITE OF 1W ANNEALED GLASS, AN AIRSPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 116" ANNEALED GLASS WITH A .DO' KURARAY TROSIFOL *PVB (BY KURARAY AMERICA, INC.) OR.090- SAFLEX` PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS: 'Or (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3) 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. IC), 6TH EDITIONEDITION IC). STH - CONSTRUCTION - 2015 MAP SHEET 1 ELEVATIONS .................... 4 VERT. SECTIONS............ 5 HORIZ SECTIONS 5 PARTS LIST...... 6 EXTRUSIONS...... 7 CORNER DETAIL - 7 ANCHORAGE—, : 8.11 Metedel Min. F, Min. F. Steel Sew 92 ksi 120 ksl Elm UtmCong 155 ksi 177 ksi 410 SS Elco CleteRmO 127.4 ksi 189.7 ksi 6063-75AIUNnNm 16 ks1 22 ksi A36 Steel 36 ksi 58 ksi Dr. 33 Steel Stud 33 ksi 45 ksi A. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEET$ 8 THROUGH II FOR ANCHORAGE DETAILS. �. 5.SHUTTERSARENOTREOUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL4645, FTL4646, FTL4647, FTL4648, FTL4649, FTL4650, FTL4651, FTL4723, FTL4957, FTL-4958 AND PTLS063. ANSI/AFBPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL S. SERIES/MODEL DESIGNATION SH70, ALSO REFERRED TO AS SH701. , 9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. ."' I- g10&9&A 0 LB'DAIIDANCHORAGE TD FBC1011. I CERT.OFAM�w»i5a LJ II I /u-um. aNVVA�ntinV .nn✓vv. Tmr�� •a`i.•"� °O:�'.`..'.:'s°.m,"F. a ;aHroo -N7s . 1.. n 4940-20 * ; No. W705 OF lS V' ONAL A. LYNN MILLER, P.E. FL P.E.# 58705 7� 7 112"NOM. . Part# Description Material 71 .11KOrnmeding 4SG TPS,Spacer System �Is: A2 Quano S mt forl - .73 GOP*Materialsi 74, - Cardinal)l Edge Spacer 41 ss EITE 44 GI -ASS BITE 97n 70 37 37 & 70 V�8ANMEALEDORHFATSTRIEN THEV�011.nS -,V!.- ANNEALED OR HFATSTRIENGFHENED GLASS 090 PVB I INTERLAYER NO PVB INTERLAYER US' ANNEALED OR HFATSTRE -FHENEDGI. 'i;16' ANNEALED OR HEAT STRENGTI IENED GLASS 5110- NOM. 711F LAMINATW 5116- LAMINATED GLASS 80,81 or 7/16" bNk-.!NATED CLASS, L n n c= KILRARAY TROSIFOL' U2. Nom 112"NOM. PVB INTIRLAYER 46 GLASS SnE GLASS BrrE 0 SAFLE�*PVB INTERLAYER BY ;7� 4AN CHEMICAL COMPANY 38 70 38 70 I/11' ANNEALED OR HEAT STRENGTHENED GLASS 3/16- ANNEALED OR HEAT STRENGTHENED GLASS .ON PVB INTERLAYER 4 RSPACE -AIRSPACE PVB INTERLAYER 10 ANNEALED OR HEAT STRENGTHENED GLASSW16- ANNEALED OR HEAT STRENGTHENED GLASS 5116-LAMINATED 7110' LAMINATED AIRSPACE 'TEMPERED GLASS 1/r ANNEALED OR TEMPERED GLASS 118 13/16'NOM. 13116"NOM. 13/16" LAMI IG GLASS W1 5/16" LAMI LAMI GLASS W/7/16"LAMI A-umINum RZ1NF9RCUWNT PcLr.s0- �DEVCV.Wrl--LAREA HOT44E BUTYL FRODUC $TRLGTV� :OUMEN S MNE UFOAM-*� SUCONESEAL .TR A7:1..NM Safi-Nm. sa POLYWB�E- WITH DESICCANT ROLL4 WITHIDESICCANT A,, )ESIcwfT 7- STAINLESE KODISPACE 4SG TPS 3u%s,s 1 M y INT. GLASS ]SUPER W—AC E Re N XT (51)URASEAL0 XL EDGE" SPACER SPACER 0 OAIIY; UT8 kY BE ieo yo w-- CHANG,: BIN PRESSURE. P.E.- W HIGH SILL OF 'FRAME DIMENE _ ,.. ' 7/!r ---r Yn r1 b2. 671lB• = AB,M UP TG W 118" C,D,E,F,G,H,I,J,K,L STANDARD VIEW 8 RADIUS BASED ON FLANGED WIND( WIDTH GLASS TYPE 48 A,B M - 6p 3�aI .NnI ABM ''+l.f OR USED ON FLANGED WINDOW TIP• WINDOW WIDTH GLASS TYPE 171/8• F80.0 1 40.0 WIHIGH , 1 MEETING RAILI { _ _ r „„ v�, 0 j MEETING RAIL HT SAS d-70.0 }[ WX MINUS SASH HT. HIT. MEETING RAIL LE 4. L x' !TH GLASS TYPES: TEST REPORTS TAB A. 5/16• LAM] - 116"A,.090,1BW FTL4 7, 4648, 4723, 4957 B. 6115-LAMI- IIWA,.090,11WHS FTL4647, 4048 - C.5/16-LAMI- IIWHS,.090,119"HS FTL4547, 4648 D. 7116- LAM]- 3116•A,090, 3/16"A FTL4645, 4885 E. 711V LAM]- 3116'A,.090, 3H6"HS) FTL4645 E 711B' LAVI-(3llWHS,.090. 3/16'HS) _ T48A5 _ ]G:4L46`LAM7 ki-.7/6*T,AIRSPACE, r,o.:A411-.(1/B'A,.090,1/B"A)' - F:r-SG4c, 4lZ_. - H. 13/i6" IAMI IG - 7/B' T, AIR SPACE, 5116' LAMI- 118-A„090.11B'H5 FTL4646 I. IWIV LAMI IG-1/8' T. AIRSPACE, 5116" LAM] - 119"HS,.090,118"HS FTL4646 J. 1316" LAM] IS -1/8" T. AIR SPACE, 7/16" LAM] - 3/16'A..D90, 3/16"A FTL4649, 4650 K. 13/11" LAMI IG-1/8" T, AIR SPACE, 7/1V LAMI-(3116"A..090, 3116°HS) FTL464°, 4650. 4958 L.13/16°LAMI IG-i/FT,AIRSPACE,7116'LAMI-(3/16'HS,.090, 3/1fi'HS) FTL4649, M. 13/16• LAMI IG-118'A, AIR SPACE, 5/16" LAMI - 018`A..G90, 1/6'A FiL.50 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRE URE OF+64.OPSF LOWERAS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2, FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEO THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8' MINIMUM TO W MAXIMUM. 4. GLASS TYPES C. G, H. AND I MAY BE USED IN SASH ONLY - S. REFER TO ANCHOR OUANTITY TABLES SB FOR ADDITIONAL DP 1WOWCc Ic YVRIVE LIMITATIONS. H.V CE,R% DESIGN PRESSURES (w11eN-,w0 sue. WRT.OF/dlffL(BS9 ALUM. SINGLE HUNG WINDOW, IMPACT W17 O HD CH4NGE6 THIS SHEET. rrr.e e.e Drew 4040.20 *r INO. 58705 �I �, -. o2I P.E. 53 US' MAX. FLANGED WIDTH 52 IT MW.F. WIDTH• 49 618'MAX FIXED . 4- —1 DLO (ALL) t7 MAX. 75'MAXo 76 MAX.. A SEE DLO I j• A IF. C HE I I F 1 . HT .0 SEE DL HE[ HT STABLE X TABLE 7 TABLE 0 TABLE 0 L76'MAX 76- MAX. FLANGED L FLANGED 38116' HE HE[ HT HEIGHT MAX i L SEE DLOI SEE OLD x //// TABLE SEE DLO8 'S E SASH III A NOJE4 TAB -4 (MAX) HE HT TABLE 48114" VENT DL Q DETAIL B DETAIL DETAIL A VIEW (STANDARD SASH RADIUS TOP (STANDARD SASH) E--1 —=7E 1 75' I.F. I': SEE DLO HEIGHT SEE DLO E—J HE 3HT 1 75.1 MAX '—j HE 'T TABLE 0 76d MAX. TABLC 0 76'MAX. L FLANGED FLANGED HEIGHT L HEIJHT _4 0. 2 2D' qE� Q1,0A $AS41( �LC�LE 1� X 20" SEE 19 HEIGHT. HEIGHT B.ildi,Co4e B �l E� � No DB DETAIL D DETAIL E By VIEW (CUSTOM SASH) RADIUS TOP C M 1, NOTES: 1. SEE SHEETS FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL MEWS. =rt Na. 59,,, 3: SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 & C) ARE BASED ON A THREE OVER TWO FORMAT. a t6' 0 % "DITE OF 1070WOLOVDRNR ELEVATIONS ... ... c� Y .... ALUM. SINGLE HUNG WINDOW, IMPACT A. LYNN MILLER. P.E. 11 d04420 IG FL P.E.4 FX7 W Slim NOTE MIN.(1 )' SWEEP LATCH AT VENT CENTERLINE OR '•� ,�.: L I .:,, `•°^ t itT q - 3 ni 1 TFROM EACH SIDE'DF SASHJ'.` ii2/ NOTE: BALANCE _ OPTIONAL BOTTOMibCKS.( ) MAX! VENT DAYLIGHi'OPENING i BASED ON SASI F v 1 � �r -711-' it _1 vh JNSIDE y - INSIDE 1. I c � - zmw Zoo '* MAX: 2.710' FIXED 7,8 OR 17LIT .„ DAYLIGHT 2S OPENING — J L 7 I OUTSIDE i — MPX FIX v L TE 0.YUC6*T0E CNING —-�a � 'I 1 II7 ✓:.I - + r r i I �� CFI I 1 A t' . - 1 CFCTII»1 h "` tivr lct INTEGRAL FL. (I...} , RAh E SEMONS mIs:DE oz OUTSIDE F MAIL VENT DAYLIGHT IppI�� 47 50 z.94S I r I I HIGH SILL f r2130 49 - SILL HIGH SILL 48 LOWSILL HEAD JAMB OUTSIDE 68 II----2.710• I.F. FRAME{ p 28 III L11 . �..: � .. ,... v � -. i n li ' - il�_ . - .. _ — _..h: �. ..,< n� {c���ll,•,•01.,.�.-. SEE NOTE ABOVE T ry , 3p ULTRAUFT `f 12 ONLY SECTION B—B (LOW SILL SHOWN),. NO~oES 7NISSREET. I.Han l 5 r TT 'BVSEO I� ; iNT I 1� No. 56705 r O.P''. S Teo 0��' "'S;0NALIeo; %• A. LYNN ILLER. P.E. 1 r: 9 4029 SPIRA2 BALANCE, 3M". 518". OR 11116" 10 1080 ISAILANCECOVER , 3,8" OR 5/8' 6BALCVR916 11 108 X.750 PH. PN. SMS 7534M 12 w MR7.0FAUMMM 9 SHEET. �--2.784-j L06t 30 .2 1 ,6 a, 3 n47 FRAME I.F. FRAME. ( FRAME, I.F. LOW SILL �� #4072A. 6063J6 THICKNESS LYIV4(""" ONY &FRAME, I.F. JAMB FRAME, I.F. HIGH SILL 49 M073A, 6063�T6 #40 06 74B, 6063-T6 (USED AS RADIUS, TOP HEAD) NO. 705 z 0 PARTS LIST ORI Y�lr ALUM. SINGLE HUNG WINDOW, IMPACT No ILL I Nrs 1 6 11 1`4wo.FL P.,E 0 587 I �• � Y :. n 'FLANGE FRAME HEAD ` `1J ;I4002A, Wfi3-T8 11 or 47 :I -2.630 r 2.330 FLANGE FRAME :'ALL 3Da9 I 1.749 O #4003C, 60633i6 6or50 Or SEALANT ALONG ENTIRE JOINT n I F FRAME _ j1� I r I WELD ALONG SORE BOSS (2) I SEALANT OR GA Kci_L�, AT HEAD AIJU SILL 210 VIEWEL (1/7 K VIEW HEAD 8 SILL, RADIUS TOP SILL) '(RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER _ _FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB 7 #4025,6063T5 17 #4053,06345 O .950 #4004,60831165 �� T5 . (USED AS RADIUS TOP HEAD) ' " MC I IICC�� —LL II--z.326--I I � 1.096 1.342 —z.z]9-1 .0627?49 GLAZING BEAD, 5/16" I 41 #4039B, 6063T5 i ,9fi2 kLJJUUII .os2 7.707 21 FIXED MEETING RAIL 04054A, 6083HD•T6& p3 SASH TOP RAIL #40 '..063HS.T8 L u—vsa—I 69 FLANGE FRAME SILL (HIGH) #4050A. 6063T6 1.979 oSASH SIDE RAIL 31 #4008. 6063T5 28 SASH BOTTOM RAIL(LOW) p4007, 6063-T5 050 m7 678 O GLAZING BEAD 7/16" #4222, 6063T5 68 SASH BOTTOM RAIL (HIGH) #4051A, 6083.T5 NNENIWIftuns (a<O4�t= CEMUAUIN.P 050 45 GLAZING BEAD, 7/16" (USED W/ DRILL KIT) I oso 1.096 1f 42 GLAZING BEAD. 5/16" 9404461 C9G3Ts- Y (USED W! GRILL KIT) �. patb"Date .683 —I .050 De t9Xav Oac' Pm4oe1 T-1 1.097 OGLAZING BEAD. 13/16" IG .`�,AONY LYNry Mi ` �Pt��: ` 1JCENgt: . ! i ' 46 04067, 8053-TS No. W705 V :Lt - 0 3 FRAME CORNER DETAIL �, .Wmo . 'HUNG WINDOW, IMPACT A �ONNnL E. _ /: 7-111, . 4040-20 G I FL.P.E.#58705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS 2M34 T� �,:40.603 `4603�� z z Z-�, z z , q -Z it z IMNDGWT 0 0 C) o �l 0 Wo,�o. 0 ICD,E,F,G, H.tJ,KL 12 v i, I ti litl 1.1 1 7:2 i-2 I i 2 2,-,,'2 21`2 Z2 2 2 2—;2 212 2'2 16 125 [ ABM ild 11 .1 2 1.12 2,2 112 2i2 i i'-2 2 2 2 C,D,E,F,G, H,I,J,K.L -1, 1 I �i2 1 2 1 L-2 -1 - 2 12 212 2 2 2� 2 2!2 211 2. 2 24.0W 1 1 1 ABM ., 1 j . I j�2 Y 2, 1 2 ? 2T212'- !2 21 ;;Ii 2 '-CS -2 2 1, '-3 -1�,;2 :�i 2-�� 2.L2 t.3 2 32 �BM 1 2 2, 2 2i3 2 2 2; C;D,�JE.,J(F,.LG.1�1.j 2 1 1 1 2 1 2 -;i-';3- 2, 2': 2 i"i V2 2!3 �I-i 2i'3 212 2IF3 213 . 2i3 37.000 1 2 1 2 2 I'_31 2 121! 21112 2i2 21311112121! -31 2�,-31 21i 212 i 3 2,3 212 -2"i 2.-312 2,2 PSF " I C.D,EPF,G, 2 2 2 2 2 2 2 2 2 2i 2 2 _ 2 40400 H 1,JK.L 2 2 1.2 2 2131 2.2 21 21312 9 2j3 2 i 31213 213 2; 412 3 3 t 2 7AB.M 2 2 2 2 2 2 2_ 2 2 2 2 2 2 M 2 2 V . _2 q l2f2 2! 2 2i3 1 2.2 213 2i3 1 2 2 213 273 i�.3 ii -2 3 il PSF 'S 79 " 2 2 2 2 2 2 2 2 2 2 2 2 44.000 "C,D,E,F,G, H,I,J,K,L 'L 2 2 '2 ; 1 12 2!2 2ti 2-,2- 213 -2, 3 2, 21 141 3i-3 3-4 213 3 11 Z 2 2 2 2 T 2 2 2 2 2 2 2 2 .a, 2 212 2221� 2 2; 3 a 79 0 E FG 2 2 2 2 2 2 2 2 2-.- 2. 48000 K ,j L 2 2 �2 73 2 2 _3 21 314 3-1, :4- 213 3,1 1 A B , M 2 2 2 2 ii� 1_�,_Ji2 212 '3 2 31412?; 3 2 313,314 2 i13 31 _2 314 2. 2t3 2 ill PSF 72 JH 79 79 C� F G C,D.E,F,G, 2 2_ 1_2 2 1 _ 3 2 :3i! 53.125 LJ.K.L 2 2 2,2 2 213 i-2 -2 -3 3-A 2,3 3;4 3-!4 2; �Ji2 4 3-4 133�1 2 2 2� 2 2_1 2 1 2 1 2 1 2 1 2 3 2 A Bp 2 2 ?� 1070 =LZ��MH N.al THIS SHEET. ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLES. A Pww DOW.HEr.Kr..-'- I --- 29.655-1 37zl55 j 1;'j,44 9.65 �STA55,.!. j7"PLT 6 �-4 WWDDW oi 0 07 10 0 qA0 N lz 0 _0 -z —. 19. -1 `10 z :, a �,z �'"O 0-0 ll q Z 0 0 ;��z 0 0 0 �O a '6 .0 L) a .0 0 ,:Q jYi '-1 f�l 2-2 - 22�' i 2�lj -2 -2 12'1 1 21 ;21 Z i 2�2 i i 2 -2;2 2 2 2'2 31' 2'2 ...i' 2 312 2 19.125 [— A.B.M -1 1 1 ir 12 Vill , iT� k' J-2 L 212 2 il2j ifd2'2 3 2 21 -2 3-2 3 2 2 2 3-21 PSF 779 24.000 C,D.E.F.G, H,I,J.K,L I Riflit 1 1 I JI 1 212 1 1 F1 1 7�7 1 2!212'2 -1 1 2-12F2 1 2!2 1 121 2 1 -1 2!212; i '1 i 31�'212'311 Ti] 3' T22 2 2F2 - �2 t-212,12 2121; 421212, 3,12 3"22�2 3t2 3 32.000 S 771 2 l , --1 3 [ 3 .1 31213131 1 �3 i, 2 - 3-3 -'] '�J3 41' 3,2 4i3 413 2 413 H,I.J.K,L 11 �l 1` 2'24..1 2 _7222F2 2 2 3 21i 2 2 2 2 "T, 2�2 2 3; 3 L 212 ;1. 313 -[ -l-lHl Ili I 1 _Tj 21 1-1-1 2 �2 iti i13 2� 2 2 zi �1.q i 1 1-31-61 dil i-lipd 3' 3�3 -!-I 2i2 ild - 31 iii Z� 3T2 4�31 PE' PSF 59 67 79 37.000 �DE C,D�E.F,G. K L H,kJ,K.L Elf 1 —1 !El —2 K2 2. 2 2 i27 3 il2 ��3 F2 3. 212 1 3 13 3 3 3 3 2 2 3'3 �4 1 3 2 2 , - 3 3 2 Z 1 -3-� i 2 2 1 -3 2 4' A B . M A,B,M F 1 I F1 -!-T�l 1 i 1 1 1 2 2F 2 1 1 ir i E 2 3 1 2F2 2 2 2 .3 2, 3 2 iiij 1 1 iiijiT13 2 2 1 3 31 131 2 413 2 3,.3 1 1 12 1 2 li7 2 lij li JZ2 414 4. PSF17 PS 54 9 79 62 79 1 40.000 C D E F.G C,D,E,F,G, A.1,J.K,L k,j K L 2 I 1 2 2 1 1 2 2 2F2 V2 2 i F2 2 JJ213% 62 T3 1 i2 132 F3 J - 3 2 3 2 45 2 2T2 _3 2 -- 4141 3�3 A142 1314? 4 132 315% 1 - 3-3f3!3] A 8 M A.8,M 2 2 2 11 1 2 lFlI-2F2 2 2 ij 2 2'i 2 ij�2 2 -3, 2 i _3 2 2 i 2 3 3 3 3 2 3 ri 2 - T 4 3 413 2 4 4 I i2 �3 142 4 142 4 2 ii ii 1 3. PSF 49 179 79 661 79 79 1 44.000 C.D.E.F,G H,I.J,K,L 2 2 2 2 2 2 2 i 2 3,3 2 3 .2- 2 T4 2 j 2i 2 3: 3 2 Fi 2 414 1�2 2 I I 1 1 1 1 1 2 2 _2 I Z -2�-2 Y! i SIM 2 2, k 2 2- F i 2z 2F2 2, * 1,22 S' .2 213 lil 314: 2 Z 2 3 3 9, 4 3 4 4 3--3`1413 2 2: WLL4 12 -31 3 2 `3 4- 2, 1 4`41 2 2 i-31-- - ­4 PSF 45 74 51 74 79 79 1 48.000 C,D.E,F,G, H.I.J,r,L 2 2 2 2 2 2 2 2 i_ iii W3 Z 3'413f3j3%j4 34 13% 2 4 4 2 -41-3- 2 31414 2 1 3 414 I i3 -5. 4 _3 414 2 -43151, 1 2 �j Hif jEl H-1 2L2 it2 2 213 3 — A,SJM 2 -IT, 2 I 2 I Fl 2 -2 F2 2.2 2 2 3 3 13-3 2 21 3'4 313 1 3T314%l-A 4-4 4 1 2 3:314%14! 4% �% i�4 V41 4� 3 d 5T4 PSF 41 1 67 46 67 76 1 79 53.125 F.-D —EF. G H.IAK.L 2 Ell 2 Ell 2 Ell 2 llil 2 ' � 2 2 2 3 -; 3 7 T44 2 F33T4 3 4f4' - 4 [2 IS 3T 3 4 4, 3 il 4 13%143 4163 514% 3 5 1 13 [42 ji3 — A,B.M 2 2 2 21 2 1 3 �� '414� i .41 % - I i%j4%j3%j�%j6S41 4 l3ji%jZ -4142- 315% - 17 1 T11, -T 1 1 2 P22 _21 2 SbREWSINTOMETAL" 2' - 1/44 ELCO lU CRETE-FLU, 3" V12 SCREWS' ;2w4CHpR60CATION ARES FOLLOWING DIMENSIONS: ASED ON THE '.;pry HEAD - 18 112'MAX, FROM TOP CORNERS JAMBS - 17 IWMA4. FROM TOP CORNERS IS- MAX. FROM BOTTOM CORNERS 6- MAX. BELOW NITS. RAIL 'SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIACF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. IN rEGRAL FIN DIMENSIONS ARE A!LESS: - I- 'S"PJZESLG�NPRESSURE �LIMITATIONS-, �5WTHA C WSO BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE 1-11AUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: AMX. PSF HEAD 3 JAMB ABOVE 3 3 JAMB ABOVE 2: 2 m MTG. m. RAIL0'a%y LYNA( A AIM BELOW J JAAM VrG. No. 587D5 SEE TABLE 2 FORRAIL FULL DP S TE, IDARD VIEW 9. -- 11 1 . ;404040 19.125 u•K.L., ..I O,E,F,J 1 1 24,000 K,L j .. 32.000 K.L 7 1 PSF 3700D LIE,FJ 1 1 K,L� j 1 j 4 i•• II A0000 PSF PE,FJ K. 2H,"2 t d _ 1 PSF 79 44.000 D,E,F,J, 2 y 2 KL y i' PS V. 79 48,000 D.E,F,J, 2 KL -2 I 1 PSFJ 71 1 79 53.125 ID.E.F.J.1 2 1 2 KL 1 1 1 1 Y' .AIL (HEAD & JAMBSI, CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MNUS S 11 HEIGFRIF.OMTABLES -: 1: ANCHOR4YPE$:,1,!Q4'FLEDULTRACONS O`Rk12 28211 093754 39296 1 44:839 50,382 55925 • i SCREWSINTOMETAL �11U 10 J, C1 U 0 O �,V O U O 'U U T] .0 pU a0 -U U A .2 11d ELCOSs. CRETE-FLE% 1- ; Z m 0 y.I Z i Z m 'O ,'yrz Z m O N Z Z m 0 Z Z m O N 2 T 2 m O w Z Z 7 k 72 SCREW S' O 80pp 0 10 N qq ,,O '{O 510 ;V U Ng NFO �V Ng 14 U N 3 .V rV '2 ANCHOR.LOCATIONS ARE BASED ON THE }OLLOWIINGI HEA6m1'' i'• 1 1 HEAD-1812" MAX. FROM CORNERS 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3' 3 3 JAMBS -1712" MAX. FROM TOP CORNERS 1 1 1 1 1 7 1 1 1 1 1, 1 1 i 1 1 1 1 11 V2" MAX. ABOVE THE MEETING RAIL . . 1 1 ..... 6° MAX. BELOW MTG. RAIL . 2 2 2 2 2. 2 ! ' 3' 2 3 3 2 3. 3 3 3 3 3 4 15-MAX. FROM BOTTOM CORNERS . .. -1 1 1 1 1 1 1 V. 1 1 1 SILL- ANCHORS NOT REQUIRED . 2 4 1 .a I.! 1 - 3 DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 2 3 2 S 3 3 3 .I r, 4 3 4 4 3 4 5 3 5 ' NEW WINDOWS FROM TABLES 7. AND B. USING THE 79 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR 2 2 1 2 2 y 2 1 2 t� 2 ^ 1 2 2 1 2 2 1 1 2 ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 2 3 2 3 3 3, 4 I 313 e 4 I 3 1 4 4 I 4 5 4 5 4. AVAILABLE SASH HEIGHTS FOR CUSTOM NEW I ti WINDOWS ARE 12518"MINITO 38" MAX .79 79�„ S. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR rP 2 2`: r! 2 12 2 'L 2:•I 2 �.2 < 12I 2 �.2 2 2 2 2ti�-nFLANGED WINDOWS INTEGRAL FIN DIMCNSIONS ARE e 2 3`' 3 3 4 '3 14 ^.5 I d n I A- 5 R `t'Lc55T •,- , •` t,-� }} B9E3I NFZESn`URELIMITATIONS: 'T7 7B 79 - 79 M.1' '9IZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 2 $ 2 2 2 2� 2 2 2 2 2 2 2 22 2 2 2 2 ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS 71 78 73 78 SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN 2 2 2 3 2 2 2 ° 2 3 2 2 3 2 2 3 2 2 PRESSURE FOR THE RESPECTIVE SIZE AND GLASS 2 2 _ .._. TYPE IS AVAILABLE. 2 3 3 3.4 14'm 5 4 5 5 4 6 5 4 6 6 5 6 7. SEENOTE4, SHEET II FOR METAL SUBSTRATE REDS. 64 74 66 77 1 TABLE 7. KEY: 2 3 2 2 3 23 2 3 3 2 3 3 2 3 3 2 13 2 3 3 3 4 45 4 5 8 56 6 5 7 6 5 7 MkX PSF SEE TABLE 3FOR (DP L9WTED) 112 FULLDP ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT" TABLES. SASH HEIGHT SUBSTRATE. 12.776 15.T76 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. o `T Q T! °' O U O O U o N O 3 O `V O o v ' O Uv Ro n7 as u "' 00 V o O O N SO `V s o D ^I 4 N g > u ` $ o D 4 " $ $ a a "' g " $ O $ o " O $ D $ WINDOVJ WIDTH 19.125 1 t 1 .2 1 2 2 1 2 --1-•2.1' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _ '24000 _2'..�1 •1' 4 �2... .1 . 2, -.-2_ 2' 2_-'7 2 2 I 2 3 1 32.000' ' 1 2 2 2 2 3 2 0 3 2 3 3 2 3 3 2' `3" 4 2!' 3 4 2 3 79 37.000 2 7 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 4BC00 2 2 2 2 2 2 3 2 3 3 2 3 3 3 4 3 3 4 3 4 4 3 4 66 7B 44.000 2 2 2 2 2 2 3 2' 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 e3 n 79 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 73 58 66 T2 53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 0 HEADJANB ABOVE 2 MTG. RAIL FU( L DPI HEAD -_2, JAMB PBOVE 4 MTG. RAIL TABLE 8. KEY:. 'r -'PRODUCTREVISW mfdymwM%b Fkf z il&,C�I _CG3'D V1�Dse �I MAX. PSF (OP LIMITED) 112 JAMB BELOW 2 14! MTG. RAIL W�rr . FULL DP e JAMB BELOW 2 MTG. RAIL 4 * N0. 58705 SEE TABLE 3 FOR FUIL DP 1�T.1 •: iAz ; S 7R1$SHEET �CFAi.OTnum mnPse I( ( ,---,I HI -UM. J9VClt IYUIVU VY/rvUVYY, IMYAt: 1 — NAIM LJ\ \�J, 4J um, A. LYNN M�I ,. - _ _ - .:`.�wn^+�'`''L 8Mm• N75 f0 d",77 , 4040-20-- G, FL REM op +".^" 6 ati+a^PS-0 N NA ME Id -FIN MOUNTED',u .+S^ •, ' CONCRETE T 2'(8d)) 8d PENNY SS ZINC O'ATED COMMO : S , TYPE I, S<' 13l4 MIN. SJ ONLY (SEE DETAILS E. F AND G THIS SHEET) 1 Y8' 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1K ARE BUCKS WHOSE OPTIONAL 1x TOTAL THICKNESS IS LESS THAN j 12•. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE WOOD BUCK ��" �" MIN. INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2KARE (SEE NOTE 3) _ -T /2°7HICK-ORGREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TOM /4• i/4° ENGINEERED BY OTHERS OR.AS APPROVED BY AUTHORITY HAVING JURISDICTION.. 114 4. FOR ATTACHMENT TO ALUMINUM., THE ALUMINUM SHALL BE A MINIMUM STRENSTH OF SHIM S " 6063-T5 AND A MINIMUM OF 118'THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS, DETAILA DETAIL B THE MATERIAL SHALL BE AMI.NIMUMSTRENGTH OF 33 KSI AND A MINIMUM OF.W5° -- THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SI7E TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE suPvoRT7o THE WIND W FJA1E SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x +r" + 1=3/4 MIN.EDGE ULYRACQNJ�'NO_GONG.}; t..- WOOD BUCKS THE ANCHOR HALL BEA472 SHEET METAL SCREW WITH FULL . r4 ri 1 �LtrlfyLM1N 4EDGE�CjMJUU�� �y F -21JY MIN EDGE{ ITICRETEF.LK Mbfuulc CRETEPI�7CJNTIJ_f,,DYCJ z• pryr�{MCNT INTO'4HEM ^A^SFTHESE''CRRERIA'ARE MET, THE RESPEBTIVEDESIGN tal4 rdIN,,EOGCi $) f} i Po SSUP�^ ANO'R,ICHORA FSPACINGFORULTRACONS MAYBE USED - 'S.LNCHORSARE NOT, REQUIRED AT.TNE CBL^.FPLANOED UNITS: 1/4°MA%. SHI).1 -� '' S �• fyg 6. FLAYHE:.D.,NGi0R5. 6YHEnZ RLUUIRED, MUST HAVE -#12 TPIMFIT HiADS: 7/4 MA%. SHIM " MIN. T,MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO ' r•{ —T CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETiTHE REQUIREMENTS OF THE ONCRETE ANCHOR, I OI MIN EDGE FLORIDA BUILDING CODE. H BELOW MEETING L(SEE NOTE2) WOOD ANCHOR. - FHBELOW MEETING 3.35 KSI MIN. CONCRETE FAIL. (SEE NOTE 2) OR 1.5 KSI MIN. CMU ID INTERIOR (ALL JAMB DETAILS) ix BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR CMU SUBSTRATE (SEE NOTE 3) JL DETAIL C DETAIL D v TYPICAL FLANGED JAMB ANCHORAGE 1/4 5/8'MIN. EDGE 212 EMBEOMEM SHIM ` V4' WOOD FRAME r'�• WOOD FRAME _ F SHIM ".I II. �! ' lr lis —MINI Epb "+� INiODJCTRNSEU r y„ I _. y:� ,�•NI•- .1T1-D)A�'MIN�''--1 x212' NAIL2"12'EM EDMENTAT CORNERS 131 DIA.MIN. AND S'O.C. Ex 212-NAIL. WOOD FRAMEATCORNERS an� am ra4uAND FD.C. _ 5/B'MIN. EDGEn111 ��Inuq, 131'DIA MIN - • _ ilb' x 212' NAIL. MA)L AT CORNERS SHIM AND 5'O.C. DETAIL F, (HEAD) DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE ID70U NOLDW DRMe NRLOF E.R. (9nlam-t5o0 ty •IIIH. PHAB CERL.OF JR 86UB�il G REVISEDTOh}ATpINEW2011FBCAhY:IIDRAGE r- =-242'EMBEDMEMIT DETAIL G, (SILL) 1. -'1 I .- � ,O..1, ........ uDENSp'•.0 * ; No.587D5 -_ A LYD G, . FL P.E. M IAMI•DADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMIN STR,�TION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/ecoaomv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued tinder 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 treas where allowed by the Authority 14,ayipg Jurisdiction (AHJ). III :WOA.shall. not be valid after the expiration date stated below. The Miami —Dade County Product Gb trot Section.(In Miami —Dade pounty) and/or the AHJ (in areas of icr than Miami —Dade County) reserve t(ieTlght to have this produrtlorimaterial tested for quality assurance purposes. If this product or material fails,to perform in the accepie5l manner, the manufacturer will incur thr,'expense of such testing and the AHJ fi .6 i�aymmediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 17LR;.'reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Sat this product or mat, rial fails to meet the requirements of the'applicable building code. T,his4pr' net is approved as•describ erein, and has been designed to comply with the Florida Building Co3e'iricluding the High Velcc n' rric ne Zone. bh'S RIPTION: Series' P'Pv)-7 20/ 20" Aluminum Fixed Window -L.M.I. taREROVAL DOCUMENTg.I�ra,. g No. MD-720-820.1, titled "Fixed Window Installation Guidelines", U._ heets 1 through 11 of 11, dutcd 04/12/13, with revision C dated 06/06." 7, prepared by manufacturer, signed and£sealed by Anthony Lynn; Miller, P.E.,'bDade County Product Control Revision stamp y✓ifi'the Notice of Acceptan5e: or and expiration date e,County Product Control sh W IMPACT RAT., T.(% Large and Small Missile Impact Rwtistant G:;Each unit shall liear a pers+ase�1 hel with the m nufa ame or logo, city, state, s, and following Statement: "Miami -Dade County Product control Approved", unless otherwise 'AL of this NOA shad llbe considered after a renewal application has been filed and there has been in the applicable bu, hdi'cg code negatively affecting the performance of this product. JATION of this NQA viill occur after the expiration date or -if there has been a revision or change terials, use, and/or iriat nfachrre of the product or process. Misuse of this NOA as an endorsement 3duct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure with any section of'flnis'NOA shall be cause for termination and removal of NOA. rISEMENT: The ''RnA number preceded by the words' Miami -Dade County, Florida, and by the expiration date'may be displayed in advertising literature. If any portion of the NOA is then it shall be donien%:its entirety. PION: A copy of th,s entire NOA shall be provided to the user by the manufacturer or ,its rs and shall be availa' le'for inspection at the job site at the request of the Building Official. L revises NOA416-0629.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as proval document me`iitioned above. itted doeumentatio:riw.as reviewed by Jorge M Plasencia } Y' , t'• • NOA No. 17-0614.11 )E COUN71f � i :Expiration Date: February 19, 20I9 // 1 /r„S/o Eli 7 Approval Date: October 12, 2017 Page 1 A s. industries, Inc. ` NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS ,-,I. Manufartur6r's die drawings and sections. (Submitted under NOA No. 03-1105.01) `! 2. Drawing No: MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 'cf 11, dated 04/12/13, with revision' C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn bA ler, P.E. TESTS 1. Test reports 'on. l 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 rnarlted-up drawings and installation diagram of a PVC sliding glass door, At a PVC fixeit vwindow and an aluminum sliding glass'door, using: Kodispace 4SG TPS spacer systed Duraseal®'spacer system, Super Spacer® NXTTM spacer system and XL Edge7lf spa(4 system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., "rest A$'ccts No. FTL-8717, FTL-8968''and FTL-8970, dated 11/16/15, 06/07/16 and'0b/02/16 respectively, all signed and sealed by Idahnis,Ortega, P.E. (Subinitted iihd.ei previous NOA No. 16=0629.14) 2, Test reports on: lj Air Infiltration Test, per FBC, TR<S 202-94 M'� ^ri 2 j Uniform Static Air Pressure Test; Loading per FBC, TAS 202-94 "•;j Water Resistance Test, per FBC; TAS 202-94 '4a Large Missile Impact Test per Fit 't TAS 201-94 5 j Cyclic Wind Pressure Loading per FBC, TAS 203-94 Uj Forced Entry Test, per FBC 2411:3.2.1, and TAS 202-94 - along with ruin ked-up drawings and installation diagram of an aluminum fixed windowprepar}3 by Fenestration Testing Laboratory, Inc., Test Report No. .:.. F hL-7212, d"a'ted 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Sutiru%t+ed a{r€r2er NOA No. 13-0502.03)- 3. Test repots Air Infiltration Test, per FBC, E-- S 202-94 Uniform Static Air Pressure Test,,Loading per FBC, TAS 202-94' n 3) Water Resistance Test, per FBC, TAS 202=94 c. 41 Large Missile Impact Test per FBC, TAS 201-94 ,) Cyclic Wind Pressure Loading Ire' FBC, TAS 203-94 along with m�AM-up drawings and installation diMam of an aluminum fixed window, prepare? by Fenestration Testing Laboratery, Inc., Test Reports No. FTL-3835 aad `PL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Josdpq C. Chan, P.E. (Submitted r0rder NOA IV& 03-1105. 01) .. orge M. Plasencia, P.E. _ Pr uct Control Unit Supervisor • NOA No.17-0614.11 '" - .!'.' :Expiration Date: February19, 2019 Approval Date: October 12, 2917 are. E-1 h tx: 7 1, PGT Industries, Inc. NOTICE W ACCEPTANCE: EVIDFNett SUBMITTED C., CALCULATIONS. , 1. Anchor veriflczsion calculations and structural analysis, complying with FBC-511 Edition (2014) and FBC-6" Edition (2017), dated 09/15/17, prepared by manufacturer,. sided and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D.,,'',,` QUALITY ASSURANCE 7".=-•''1: Miami -Dade Department of Regulatory and Economic Resources (RER). E:..a' MATERIAL CER!: l TCATIONS 1. Notice of Acceptance 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 0,7/48/19. 2. Notice of Aci;epiance No. 14-0916.11 issued to Kiiraiay America, Inc. for their "SentryGlaaf ; ^lear and White) Glass Interlayei?" dated 06/25/15, expiring on 07/04/1`F.. 3. TREMCO Path No. TR-14271E EPDM exterior gla�ng gasket complying with the following: s;? : a)" AS C9611 Specification for Dense Elastomerk. Compression Seal Gaskets, ;.•s •.>: Setting Bl&ks, and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elasiomeit 4ension of 1600 PSI. c) -ASTM D393B Test Methods for Rubber Proper i=Compression Set for 22 HRS 158°F. - d) ASTM D'6.''24 Test Method for Tear Strength of,C6nventional Vulcanized Rubber and Thefinojilastic Elastomers of 1431b/ in. y . r` • Jorge M. Plasencia, P.E. .1. Pr uct Control Unit Supervisor NOA No.17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12,2017 . E_2 ii ' P'GT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5` Edition (2014) and FBC-6' Edition (2017), dated-08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. , 2. Statement •letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony 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 n by Ishaq Charda, P.E. - 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by •Marlin D. Brinson, P.E. (Submitted giker previous NOA No. 13-0502.03) 6. Laboratory•corhipliance letter for Test Reports No: FTL-3835 and FTL-3850, dated 07/18iO3 and' 'd;'i.11/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (SubmirteT um;erNOA No. 03-1105.01) rid . y G. OTHERS' ra 1. 'Notice of Acc�rltilnce No. 16-0629.14, issued to PGT Industries for their Series "PW- - 701/720820"rAluminum Fixed Window- L.M.I." approved on 08/04/16 and expiring on 02/19/19. e E-3 Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No.17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 _GE ERAL'NOTES. SERIES 72018201MPA( -: '.FIXED WINDOW ' 1) T'MS PRODUCT HAS BEEN DESIGNED d TESTED TO I• ETRREOUIREMENTS OF THE FLORIOA BUILDING COC 2) SHUTTERS ARE NOT REWIRED AMEN USED IN W REGIONS. FORMULATED GLASS IKSIAWECNS AI tAM;THE ,TDOM, LITE IG°) MAST TEMPERED. MCHORTPE NT E 48 TIP$O-DPWDEi 4T BUCKWH /e IOT'BUCK WDEI 44-1/4'MSIBIE 4S1/4-MSIBLE ,LIGHT WIDTH UGHT W CTH IRIS 4HEETS�1 E'MA. rTv_O. EHEET]�1� DESIGN PRESSUR TRAENC "-fiVPACT RATING I •VARIES IEEE,SHEk?52S RATE[1 FORLNiGEe SHALL MI541UIMPAFT RE5ISTPNCE _ 11 46 fBU0KDEL LIGHT WfiITH 1� A i I "i 1 i E SHFETB t{E, snccla UCONIT SSt RED SHEET 4I i 1IjSH`E!t I BL SHE,E}1 SYE Ti C. SHGE9 G, nGETB FICTED 2 , HE T i UCK � ;STRC) ]• NAY. pA "SILLS �ryJj HEIGHfT OYE?ALLW� / HEIGHT HEIGHT II / L' LIGHT OO 1 I / {or EMBEOME I1 BUCK 'Intl -RSOFTHE I cT M I WMAY. S I HEIGIT SEALNWI-kSHING STRATEGY FOR WATER RE5I5TANt:t V� INSTALLAEON SHALL BE DONE BYOTHERS ANG w BEYCNDTHE SLOP 1 OF THESE INSTRUCTIONS. 1 . 6) MAX 1/A' SHIMS ME REOURED AT EACH ANCHOR LOCAECN MAIERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHINS CAPABLE LAP OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS. MUST SHEE BE SUFFICIENTLY ANCHORED TD RESIST LOADS IMPOSED ON THEM BY 6' THE W'NDOW. P T) DESIGN PRESSURES: ENE A NEGATIVE DESIGN LOADS RASED ON SMUCTURAUCYCLETEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM Moo' B. POSGNE DESIGN LOAM BASED ON WATER TEST PREEWRE, STRUCTURAV CYCLE TEST PRESSURE, FRAME ANALYSISAND GLASS PER ASTM Ell00. GUIDE TO SHEETS: C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. B)THEANCXORAGE METH00S SHOWM HAVE BEEN IIESIGNEOTO RESIST THE WINOLOADS WRIBE^aPONDINOIDTNE REWIRED DESIGN ..,=e�„ee ams_ r-.a aTwvsa INCREASE HAB NOT BEEN USED IN 6) REFERFNLE9: TEST REPORTSFRd80.0, DB50 81212; ELCO 100000NNOR;ELCOC MO ESVN MVVYNUS FOR W000 fgNSTRUCaON AND ALUMINUM DESIGN MANUAL 10)WE R0 SERIES USES A PVB INTERLAYER, THE 02D SERIES USES AN SO INTEGLAYER. THE TZ AND B20 SERIES MAYALSO BE REFERRED AS THE T01 SERIES CODES I STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC). BTH EDITION 42014 FLORIDA BUILDING CODE (PEON SW EDITION 4ASTME150009 •ANSVAFSPA NOB2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL. AOM-2]IB 4AIS1 S10012 •AISOMMI) [-F,SHEETB I�.1Y M1W(.O MAX ` SKEET :2'MPJL O.G 2- MAIL H.SHEETS ' SMA%.O C. FRAM TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION iTE IT) ELEVATION (TESTED UNITI (TESTED UNIT) FIGURE 1: �. 1YO.C. D.0 MAY Li MAX.1. No •11'P° A omcAptlan sM"I tl 1 16'M-.O60'PVB-SR6'IS 2 2 7I1B'I1G HS-.09P PYB-3110-HS I1wINIal S ] 1-1/16'LmnI.G 18'T-]/16'Av-d�INM-.090'T'B-3116'HB 2 4 1-1116'LRnI. IG 16'T-0I10'Ai-DIIF HE-.G3Y PVB-0118'H9 0 5 TI1C Luni WIC M•.0%T SD• WIT M 4 6 Tl1@L0M IB"HS-.09f BG-9116'H9 5 I 1-111E LVN.O L10'T4/tfi'AY-Y1C M+.080'BG-YtB'M 4 6 1-0Itfi'llvnLq i6'T4/ifi'M-3II0'16-ASP SO-81S'HS S 'SG•='KURARAY SMTPI IMEfLLA'M-', RUW Tn'ncrtn.n •�[� -PVB'=9URNtAYTROSIFOIm PVBINTERLA WBYKURARAYAM,ERICA INC. SHAPES ASSHOWN BELOW ORSIMILAR, NAY BE USCG tlY1NSCRIBWOTHE SHAPE Vi ABLOCK ANO OBTAINING DESIGN PRESSUREE FOR THAT BLOCK SIZE FROMTHETABLE90N SHEET525. ANCHOR SPACING TO BE 6-MAX FROM CORNERS AND 12-D.C. MAY. FOR ALL CURVED FRAME MEMBERS BEE FIGURE 1 THIS SHEET. WIDTH W6)m --I 1--WOTH- 4 It W6Tm 'I �. Tr---- I I•�}I 11,Y�yjf � Worn - F^WmH--I WOm --i F—MADTH—1 11 I IL -IL IL J WIDTH---�I �" NACW --I I'� MOTH —i I-^ WDTH IE 1� 1� I� � I� 1F-- FBC 2017. th Y D DN � $q 0 � N ZLL C Z A6 S W R Q -.0Ll UUo 0 1- J. (7 Z OA•d 0 m rX O O 6 5 LL 0 J V~1 W 0 ® 3 LU 0 Z p[ * No. 58705 'A%SYONAL AIlIIIIII111\\ Te DB o1l rorSi '¢; Wmdow Design Mmsmufp(+A psgfot lilacsrypef ..._ T .:. 8l TIB 9R Z6 '+ .• 0.._, 84J 08 � '' 90 '.1W' 106 1 e-92 3D .1 O /AO 180 .140 180 NS IAO /AO +I&1 NBO '+180 71 +A80 NSO .ISO N +180 .L00 •IS] +I80 HSO +140 •140 NAO- +ISO •I80" •1.00 +180 I +ISO .la +IBC •ISO •1.90 .I-194 36 q8a NEO .l-a0 •rF0 .r80 •/d0 .L]9] H.Tl2 +f-]St •LT]a .bR2 38 .!SO NRO •180 +IRO +fm ' .'-T81 +1-] 2 +!-R5 !1]0] +IB85 11ffi3 40 +!SO ./80 +IRO N-79a .141.2 •1-W N41.3 •181.9 .f85.1 N83.4 +71 6 42 N-00 +IRO +1-]IA .WC3 +1-T1.3 .1882 •/Sd] +IR1S N390 -:82 44 +1&] NSO +l-i0.9 HASd H-]21 .Lfi09 •IS5.8 .fS22 .IS9.T .TSLS ra • -T].2 N-73S •1-IO.t 1R 8" +T83.5 ./SQ3 •IST.T $ d .ISO .3 +Id5.0 NL]LB .1S&3 41M9 +I 1. 71Zff Ir1.5 IT41 TT0.3 1861 0831 NSET 5� L 52 ITR1 1T24 /SSB IX.1 H8L9 51 -T74 IuT16 ITOS /41.3 NB35 58 1758 4T2 /Ra4 IS8.3 - LA 88] BId10 •IRT Wmdow Design Pressure (+A, psf) forC4na type 3 Lm95Ne n HI-TIB ]2 ]0 00 1 04 88 I m 88 1W 1M 1�-12 30. +IRA .150 +/BD +/SO .180 •ISOV+1171.., .ISO .I� .ISO •I80 m •1S0 •:SO .140 •/S9 +If0 i18031 HSO rI80 •/80 .ISO •ISOw ./BD +ISO •/SO +ISO .180 .IBU NSO +Im HSD30 +ISQ +IFO +L80 +ISO N80 Hb0 .ISO +/-T94 N4&d t.TC3 40 •ISO +ISO HSO ./BO •IRO •/SO•14&T +1-T35 1-10.9 H89 42 •ISO NSU +ISO +ISO .ISO H +IA31 HS96 aISBB H62 44 +ISS NRO •/BO .180 1. /-R0 +1-]Q3 •IZT,5 +IR39 IT&2 /-OS4 -1 01 •,r51 IRO +l +l TT 2 1433+ISO.b$a ITU3 p, .:. v P'fNA: •wo •laa - Hn ITas.._ - _ - 'S1 •ISO .ISO .!]sB NAB +LI1.8 50 +/BO NrDT NATS N-110 50 H8p 7-79.4 •Id54 00 .S0 +1-TT.B H73.5 82 NRO N- B 04 +l-TBa +116 - 80 +I-TT2 BT-TIB 1 N-74.9 eild na�alth meilonda ]' _ vQ t 4. 1I )' 1TG 1 NOA-No 17-06143! ace v7118'LAA� iED J' Fes, v ?Lt f ! EFPIntl nDat O01912019 .090 - PVB I ERLAYER Mlam n Product COntm1 Yf6'HEAT STRENGTHENED GLASS ' - 3l16'ANNEALED GLASS USED AT CUFVED �- FRAME MEMBERS ONLY 28 LONOSIDE 11-718' 0 C. IdA�%. GLA ITS v.°ti r \� SHCRr �� NO CHFNGES THIS SHEET. EXTERIOR i � 13 f GIA5S-TYPEt_7 t �.-.. LONG SIDE, _ snoftr SIDE 0 EB o ti •- 0 TABLEDIMENSIONSMAYBE ��i ORIENTEDVERTIMLYOR O,o C ? da HORIZOWA YASSHOWN. Z w m 5 W UUd ❑ F .111'r NonDI o` 0 eMo G IASS SICK �.I ]!16"LATANATED p �> Z GLASS STA N ❑ Z r� f0 ly WWHEAT W ❑ STRENGT)1ENE0 G:J55 Q ro 3/16' TEMPERED GLA59 g 3116"ANNEALED GLASS FQ- F TN6'AIRSPACE _J SHORT 0 W 1°°II6 '� PUH -1 510E ® z n m ti IMERLAYER 33 L 3 U) z USEDATCURVED ¢ 2 K °I°'S F.iAIdP MEMBERS ONLY SIDE ' "w W EXIERI01 - la ❑ TST 21 GLASS TYPE 3 a5`]L1NY SHORT I.`. 1Yi0........... .EJ� . SIDE * i No. Sam y= SHOWN. FORFIANGFD WNDOWS. SUBTRACT V FROM THETIP-T TIPOIMENSIONTO DETERONETHEBUCKDWENSI0N. " )VIN,RWNO UP TOTHE O AVAILABLESHORTOR LONG DUENSION AL WINDOWS. FIND THE ST4ALLEST WINDOW SIZE INTHE TABLE ABOVE VIID❑1 THE OVERALL DIMENSIONS COMPLEZELY PR WDRW. TPBLE4' - v Window Design Pressurel(H psi)loTGI ss Types_— _ GLIB I-- 78 0 d: 889Z 98 100 .'"1-81041/2 it] 110 t20 124ev. 128 19 I13fi ��'1q • 144-- 30 0Z NAD HAO NSO •/AO +1A0 ./40 .180 •/AO r1A0 NA0 •140 .(AO +1A0 •IAO 41.80 NAO ll O ./AO aAO rlAO H40 NAD UAO' NA0 .180 a140 1 .1= .1.80 +IAO +rw +IAO .'M •LADi .,AO +1� rIAD .I.W +IA] .1A0' +/AO % NAD . AO NAO ./AA +/AO .120 .,AO 48 .,AD' .140 ;,a •7,M .AfiO +/AO .1-M ./AD aIED Ja «Ao wm,. .rAo 4140 •IAD .,4M, .rAD a/40 HAO 0.80 «AD •;Ao rrAD +/A0 .LAD 3B +140 NAO H$•i .140 HAo NAO •lA0 NA0 .rb0 Hd'] ./8D N.&1 +;EO +140 10 .,AO' NA HAO +IAO -1 1 +IAO ./A0 4140 ./AO 1 •IAU +,AO .LAD {t NAO Hm +IAO +/AO .IAO I HAO •/AO �iAO +/AD NAO +,AO N •IAO •fA0 •/AO HA0 NAD NAO HAO - «EO .IAO .140 dtl NAD .Lin .1-10 +1A0 +IAO +IAO •!-00 •lE0 .I-80 9 40 +AU +l NAO H80 HAO HA0 �/AO .1A0 — 50 N NAO HAO IAU. if r� y 63 I N40 HAO 1A0 1 AM /791 ] K wAC HFA Nab IAO /.]B.o _ gl n .IdO wN4 ,T•3 � __ +IAU OJ.JlO •IAO ]I16'LAMINATED v! GLASS STACK � 090 31 VIVHEATSTRENGTHENEDGLASS S 4 11 USEDATCURYED - FRAME, M _ EXTERIOR 11 I 1 ,j 20 73 GLASS TYPE 2 NO CHANGES TMS SHEET. 3 � L Y a N n+y THETN-0.4MEN610NT0 DANE THE BUCK DIMENSION. SHORTORI.ONOOIMIEJM1SION O += N c, W SIZE IN IHE TASLEABOLe WHICHTHE OVEMLLGNENSIONSCOMPLETELY FR WTDIIN. �N �!!�{'� 0 m ,B N = O LL $ w f+ Z T6 Y O W m R � W M U V o B O 1.1/16•NOM TABLEDIMENSIDNS MAY BE n> v 2 a Ou0 LASS STACK iI� 7MFLAWINATED ORIENTEDVE2TICALLYOR o I GLASS STAG( HORIZONTALLY AS SHOWN. I I -Zm Q W W i 6•HEATSTREHGENFDGLASS LONG J O IIERIAYER 8I16'TEMPEREDGLASS Sim 6 SNTHM 3HHEAT STRENOTHENEG GL460 T6'� LONGSIDE HENEDGLASS 7116'AIR SPACE .IBTPV INTER4IYER ^_ '• 0 & Z x USEDATGIRYEO �B 11 SSIDE ?SOFT .Oj > 0 iRAMEMEM9ERSONLY"2DF 11 I "�" . O- 1E..ji �•Ur2.O.c. N.VLV G.Ass d�Oi :,n,,.5 �•..T. O z n� IL X W 6d E%fER1OR O�TTP" LONG 61DE —� L 0 21 GLASS TYPE 4 SNORT k• LONG �o°pNY LYNN ''1.,, SIDE 1 SLOE •C?•'�1GENyE'��C�� Lop *: No. 58705 t SHORT ': �0 SLOE O. Mel Wmdow Design Fpseuie(4P, ptoforGlass Type5 LT5tl2 N - • • _r I-. •. _.80' 86 � -_ 'PB ." �... 20 �.11A.1.. •. iM 484112 w- n9W121.1 +9W-tA a90.r11 5 +9W-Uf.5 9W-100.5 '•9W-1T «MI045 •9W.1015 a9W.1025 +9W.100.]!+ 4]9 ]2 •9Wd109 r9W.1"I •M.103 +90401.fi 9W.9S] '+9W-95.I +90-913 +9WaS +NI-N3 •1499 I N49 N 400.9 +90P.1W •MSas •9WdYa.1 •9W-9La. Na2 +I4A •141.9 a40.: •LTAB 4-RA 30 mime •9WSTJ •9W'-929. +148.9 U455 Na25 •/d9 ] 0.172 N]5, +I-711 N.w 3S +901.9B4 +WQ22 e48] •I% 2 +14 7 •l./01 •1-T5.2 •/-]25 41403 +I4S5 I 40;, 42 •9W94..6 -011 e/a2•-L2 , . 4 . -98 •l-T4 •r2 •Id4.3 u7,3 1..3 •1,3 :•/40:2 4L9 -+A51.T -141.6 A .1d..8 N4EL3 5 •/--55_R1 44 T89 I-754 - 1-72.1 /422 +/a9.7 +I.5/.4 m 48 /4 r4 !IT I-TO I70.1 •690 i/bA /ENffi8 •/dl.% 4P •I42T ,"'3 /756 I-T19 +/-0&3 •14t9 .141.5 /5B2 I a 50 Nd09 ITTG /741 1- 3 Rfl.] +Ib31 154T .3 N T9.1 f ]56 1 L IA'L8 Cut •I415 fit In4 -0Se ne /r2 I OS 1 5 /41J 145.3 143.5' _ 56. 8&. FI 1>42 +AT2i n3 T 1 11.1 1488 !JO I I e m 07-7/8 -ace •18] Wmdow D9s(gn Plessure (41-x ps,) for Glass Type 7 OM 6T-110 w- 76 80 04 B6a 92 BB 1M 109 1 30 •BW190 •9fY-190 +9N-130 +8W-128 +9p/-1T1.8 +901-0196 +JOI-0IB.1 r9W-11T «BW-115.8 «BN-1121 •BL-lm109.9 32 +9W-IW r9N.lMj +9W-118,9 a9y.116.8 •BOM,1.5 r901-109.1 •9W-1W..1 +59/.IO2.4 +9W162 -M-101,4 r9W99A U .9Y-1D.1 ✓M16.4 SY111.7 +9y.10).5 •M.103.8 +W/49.T +901,e.3 .901A 1 +XR05 .18 •d e >8 +9W-110 +9W-,09.0 +9W-f04.0 •BB'-150.5 + 11&6 • gf.3 •/SO •M?.3 •/44.9 •1423 M4L2 U a9W-ftt2 9f/d •%2 47.9 r9y41 «9y91.1 N842 HIZ 4/81.9 N49.4 r1-76A N-7L3 10 +9W.IM.9 •9W.916 •9W414 «9WdM1 +47.2 HN -140.5 +1g6.7 +/-710 •I-70.9 -13 42 +9W-1 Wf.2 +96'4&7 •9W4.2 +I47.4 +/44 +/40.6 m- +/-n.l +/49.0 *1480 ♦145.2 4 «9d49> rBW531 H491 7452 •141A H-T18 Itd.t +1403 M475 +/43D 46 +9W405 +9 413 1472 +/R32 -I-)92 +1d54 /71.7 +/4&1 •F85.1 y 40 +9W415 +(896 145.d N412 +/-T!2 q-- /S45 •H38 .,fin � ,wWitf 1 ++NF-TT)63i.35e •+%IMt35 NA-3 1 _ „ e65xSIB8fa41620 +++e+uN1IIA44m4A4Bas80lA.e4SBfB 8-7/6 .1442 P GEDWINGOW5.SUBTRACT 1•FROMTHE' UP TO THE N5YTAVAILABLE SNORT OR LONG L FIND THE S,Ap ctt WINDOWSIZE IN THETAS ANGE AND EQUAL -LEG WINDOWS. DO NOT USE J - e Jr.:, YL: PRDDUGP[lEV1 -' 1•� ��.. �. I? 3neMPIHnvwlln llm. Fle wodan + 1w BuilEing tod T18'IANANATEO 17.0614Y11 •• -y f, GLASS STACK _ 1 v..,t?an-0 02 �.i� $.-. Eapliation pate 021181201% �. .. .. .. ._- I.... ' ' 090'9GILfTERLAYER t' ,-By ' Mlam ucl Gntry &18'ANNEAtED GLASS" 3I16 ANNEALS➢ 0055 4 L'SEO AT CUR'✓ED fRA81E MEMaER$DNLY 29610• ' Git)19OC MA%. `I GLASS SITE LON4VDE-.{ at %I EFYJn 1 li� / IN UT NO CHANGES THIS SHFEL' SIOE IL�_ _�J kl _ ( ILL .. '., La�,SS51YPE5 Np ., (-". LONGSIO_ ---4lI I, _ SHORT �I w SIDE L ❑N 0 ,3 N N a. C, N 'p2' alVl w b TABLEDIIAENSIONSMAYBE ORIENTED VERTICALLY OR O-2$ �0F° _Z A6 HORIZONTALLYASSHOWN. ZLL1a n°'0 x w `a o UUo e IN GLASS STACK )NrIAMINATED ry/� > a 9, m GLA53 STACK Z W ai J, w 0 31WANNEALEDGNASS 3hB•TEMPfSfD OIA69 I_J Q Q SIr MWEAlE0 GIA55 F Tl1rAIRSPACE .cw-sGIMERLAYQt SHOW O Z IaaV! N m s 1I�I' C) USE➢PTCIIRVCTI� 1 II O mw En f L'ERS GNLY LO 3, 4 _ oA 9T:^:'.OF. MAu. �•._y •;. GVSSBrtE - _ '•t• i'n¢ SIDE Fug. � � 5w w ae NG EMEWOR iL 0 (� >a 2, 13 GLASS TYPE? 1 Y?,Sa:N,VYC.LEYN...p�.h.,1/SHORNF('e/�^SL, fe"DIMENSION. I No. 58705 *- �s FLORION CS�C'�; 7/ ,ONAL LEN`o. A LYNN MILLER P.E. PEA 58705 TABLET d woe .Ign PnIStkn,(4 ptcl�Gn- pes" el.TM 72 It' ;f 80 OU 1 - I - .O. . PI I 116 I 32 •w iFD- -7W -IM- +53X- W.tw �M +Sw.lW- Z"Im 1 Mnit ..-I. --7w- —im ft-Im W.lw +U.lw I MIN -�W-130 m -7-9W— Im W-Im -rm— jim -;-- •W-1w -T-KIN w -W-Im -m-Iw -;w —im •W.tm -;-w —im •W.Iw •W.Iw +�-Iw H .Iw ... -W-Im •=.IN W.im W.I. •9W.l3 '+RRL 0 •n.im W-lm —1m •m.im -75W —iw +W.lw .W.lw 40,-I50 9W-130 %IN a .0-Im +WAm W-Iw +gclw aW.lw +W-130 -Eal w- 775 -;W —1'G1 M.IW •M.In2 9W.127.3 40i -TW-IV -4(d —iW a9W-0 ;M-IW - +90"IN •M.IM +"-IN +W.JW ..Il ..I.. -7-M-4-IST 2 +901=122 42 *W.Im a9W.Im +W-Iw In4w W.Im .0-im +M.Ildjl W-iW •W.,, W.IW j�-7 M-IN -7ft—lW 7W-12T-570-1194 -;w—llss Zi •W-115 a ."Am +SGrAm .1 -79W—lv 70-109 790•-1205 -w'. MIX WIN 2A7 WIZI w,w —+ftiii. V-119.z .0--lm —.gljlm --eaw-ln 'W.lw +mV.I?'fA 51 i illl'i "RE 64 GB •190 DIMENSIONS SHOWN. MR FLANGED WINDOWS. 1-1116`140M. GLASS STACK 711VI-AMINATED G!-ASSSTACK 09W SO INTEFILAYER 3116-TEMPERMGLASS 3116-HEAT &IT HEAT STRENGTHENED GLASS —STRENGTHENED GLASS VIVAJRSPACE 4 11 5. .0SzMDBAMSOMYrLD. .USEDEA0EURZg�,EMETCURY� BG. p�;,.N.T.'29 @H718'O.DMAX U GLASS SITE 1-22 14 BOSMOR EATE NOR GLASS TYPE 6 I -PRODUCT REvisr;o'-- ExPiraL D.t. CZ119=19,- NO CHANGES THIS SFiSETfr Is ILI > w a IE 0 -3m 0 . 20 - 0 0 It 79- Ir CZ) z X LLuF . - 0 III& Q TABLE DIMENSIONS MAYBE o j Q (9 ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 2E IS 711VLAMINAI. LONG GLASS STACK SIDE WNGSIDE V T z w —09VSGINTERI.A�R SHORT SIOE LONG SIDE 1 SHORT LONG SIDE SIDE GLASS TYPE 8 slHDln EDGE _ 1 WINDOW EXERIOR BUCK HEIGHT a nPaanP - w NDow HEIGHT ISIBLE LIGHT HMGHT- WNDOVV BUCK H2-314' . 2-10" •...ri - - .1 2XW000BULKSTRR _::. .p:.-f- ^x INSTALL74TJON INSTALLATIONd - T -•ORFkNJINO SEE - e -• _ ,a -;TYPEC i a EB EMBEDMENT NDP2THs SHEET-. .:± -. .. tz 11. ••..-. .,:I BUCKTRlP EMeFDMF.s.g S, v1.` 1 1/4 !AA= SEE NOTE 2: TH153HEET EMBEDU ENT SHIM TYP ANCHOR TYPE, EMSEDNENTAND EDGE DISTANCE PER SUBSTRATE, -- EDGE DISTANCE EOCE - 61 SEE TABLE B,TH@SHEET DISTANCE ^ LMAx 1 1•; 111-. 1 SHIM EM DISTANCESUSETE SEET I P. THIS FTRATE, SEE TA.3,1"EB THIS FHECi 1 �I �� ATCURWO I MENIBBBBONLY. MAY *5�"\ '. pI�F. V s ti r -t I .'O.O. OM1CRETH+CML V GY 'S 1 PER ANCHOR .- - t'REQUIRE. IEAANCMENT I __ VLNBLFLIGHTwDTH- ~_ —� - 7 ' R WIIIDOW WJCK WID1H YJ4' -� YINOOWBUCKWIOTH CONCRETmMU TPJO0TIP'MNOOW LMDTX PERANCHOR REQUIREMENT 11r IvMLLSHIM HORIZONTAL SECTION A -A STEEL SELF-0RJWNG SMS I TABS& (GSj, 6EETABLE e,� THIS SHEET INSTALLATION METHOD O NSTALLATIONANCHOR 1 UNDERNEATHTHE BEADING EXT[IE'RI71OR MWMLOADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM. �.. STEEL FRAM INGORGIRELSTUD. SEE BUBGiii TEPROPETO:E6... ­TABLE8 ISSHEET " A.W SuSPimN Obi Mln Em4dmenl M"aO.C. NT2W#144nSSScmµ P..SoufllempVleS= 8 1 IT "�fi08bT5 mM. C. A3851ea1 13' C.CST• 1T SKIM G[33 mku 10' C.M5'UB Ga 1T (o5) P.T. BRNkm Pufo!6G•DS5) p/16' 1 1T AVmkaAm5tnll mh SirH2arM461eel6cicx CD6Y• 1T A958teel 3/B• .1 C.C61•• IT smaI3Gr. 3) 1s' C.WS'ry5 Oat• 1T 44'Ot068 CmteFba C UlpmE, CM GMU, 31M G01 2-1/2 1-LP ­EWE,,I A4q 1' 1.VP rT '. .:i'3!yfit J. T �%:l'r 1 . z"hdo 1' 1.YP mnmeteQMi. _55AAB UMM<-0?I'1,i 6TN CT. f--'%�115 2_VS IKEW I. '1:a•- 1Y ]2' I GfOVLLtl CMU ASIM FW =" Z-1/Y-•, a'1.�'41' 1T WIT SINK UCmeao Canomu CRH. 3.5 b0 f-V4' 611' IT lCivWaB CMU, BTM Q&1 Z-Vt aM' fT -MIN. OF D THREADS BEYOND THE METAL SUBSTRATE. .,, J� CKSTRIP. 1% W000 BU 'UNGROUTED WT VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 6EE NOTE Z, TXIS SHEET N6TALIATION NOTES: CONCRETE PER 1. USE ONLY ANCHORS LISTED ON THIS SHEET FOLLOWEMBEDMENTANO EDGE DISTANCELIMITS, EMBEDMENT ANCHOR REQUIREMENT INSTALLATION F""� EDGE TYP.ANCHORTYPE,EMBEOMENT DISTANCE AND EDGE DISTANCE PER TYPE B SUBSTRATE. SEE TABLE&THIS SHEET VERTICAL SECTION B-B a. WOOD BUCKS DC -PI ON THIS SHEETAS'IX•.AREBDLKS WHOSE TOTAL THICKNESS IS LESS THAN 141T. 1X WOOD BUCMARE OPTIONAL. B' UNITCAN BE NICKOEROGDRIERETCETRL,YTOSOLL nONTOR E.WSOTMWOK6DWEPIDBUC KRXO'BAE ENGINEERED BYOTHFRSORMAPROVDaYAUORVHVINOIURSDICRO EN.1-1? 3. FORATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF41M E TO PROVIDE PULLSUPPORTTO TX.E WNDOW FRAME 4.IF APPLICABLE, L05MER DESIGN PRESSURE FROM EITHER WINDOW OR MUWCN NOA APPLIINITOMOLESYSTEM Malolal F,YeNC 3155�Mk� 53 F#o OeleFW® ke1BWNS ImAw 0 ct Gonva I I 7SHEU. W y6 >� Y m c •ea �_ 3 O OLL$ �' ' � o Y I] 0 Zg W UUo B O 2 WDIE i C, a Fi� yea W r > Q Z oZ So c O J Z m N 3 / 6 w Z N F U � Z .rlp .Y L...... , 1 OGE SIp ` -Irp l l N!C.5B]05 � C C �h-� �G. i ,.EDGE - 'LFDISTANCE INSTALLATION —^^� TYPE E . C 4 VISIBLE UGHT iEIGHT- MNDOYr BUCK OD-1 INSTALLATION M91IPBUCKSNBP TFRAkBNG, BEE TYPED I01F2 THISSHEETy_ vb 114 MAk —� SHIN EMBEDMENT � EDP B _—T DISTANCE i --L L v I I• I TYP.ANGHOR TYPE, 1' EA DISTANCE T ANCEP PER SUBS iSEETAaLE9 n45SHLE GATCURVED NIEMEASERSON Y I :w -TArG C. MAX. •�I.,_.GONCRETEP..tAV:-'- • -. PER pNGHOR REGu�REMENr r 1]4'MAX. SHIM STEEL ... SELF-DRILLINGSMB (GS), SEEBSSHEQ� E TAE I �� -1 I" iRT '11XWVODBUEi(STRIP.— ] �EEN0TE 2,THIS'SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PERSUBSIRATE ---- SEE TABLE B.T. IS SHEET _ � P1('BRlot l - SYIfY�OWbUC%WIDTH lib — .NccPu•.n ur �.I HORIZONTAL SECTION C-C sm1• INSTALLATION TYPEl EXTEWOR MIAMLDAOE APPROVED MULLION 21 (SEE SEPERATE NOA) ALUMINUM, STEE,FRAMING OR STEELSTUO B SEEIBSTRATEPRM.RT'IES I EDGE DISTANCE • II . CONCRETEICMU PERANCHCR REQUIREMENT AMMr sdW" a Mart EBpc Dlk, i , MIN. Emt'dm a Ma O.C. speck,, N1wp144109a SCR ..S pllm( G=0 5) 6'16• 1J/8 2' •FdG]-TS mN. 3l a]aslea 3/0• o.ow•OST M • 12 6Sa 16 Gr. 18' O.OIS 16 Ga tY 41e1 p1451eN Screw(G9) Bm 01 P.T.9a61'¢.TPIre (afT`O55) 9/1S t.&C 1T ARmglum, f/JB}T5 VAN, 315' O.OBJ"• 12' A3B 91ee1 Jl0• 0.06]"• 1Y 9be191W, G[9mlrt R Oma, 18 Ga • 4' 1f4'41059 C21eFlee 1MIiNVa U.ytsTMGW) 2-1? 1.1/4' 13' Colrrete (mh &]SkYU 1• 14Yr 1Y - 114'SMel Mtmcen Cga. a (mK 289 Jall 1' or 1Y ConCNIeM 205 ka11 11 2-11Y Ida. II' UrymMe9 CMU (ASTM 211Y 1-114- 1Y DmutaifMU ASl'M C90 2-112 1.Vd' 11' Y18' fll I IJMncan 6cmnY Mrt ].51up t Ld 1.VP 1T C •SN CMU. ANfyJ1 'N? 4JIY 17 1 •� �I"- - - 'UN G@S1H OMUU'VALUES MAY USED FORGRADTUETE. D CMUAPFLGATOS.14 MM SHIh INSTALUnON NOTES: ' 1XWOODTRIP. SHE FN 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMTAND EDGE THIS SEE NOTE2,2 THI CONCRETE PER EMBEDMENT..' ANCHOR - REQUIREMENT INSTALLATION �._ EDGE • TYP. ANCHOR TI'PE,EMSEOMENT DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ONTIIS SHEETAS 9X•,ARE SUCKS WROSETOTAL THICKNESS IS LESS THAN I -VC. lX WOOD BUGLE PRE OPTIONAL IF UNRCAN BE INSTALLED DIREC LYTO SOLO CONCRETE. WOOD BUCKB OEaICTED AS'2YARE 1-1R THICKORGRFA INSTA MONTOTHESUBSTRATEOFWOODBUCKSTOBE ENGINEEREDBYOTHERSORASAPPROVEDVAU ORITYNAMINGJURISDICTION. & FOR ATTACHMENTTO METAL THE STRUCTURAL MEMBER SHALL BE OF ASIZE TO TYPE DISTANCE AND EDGE DISTANCE PER PROVIDE FULL SUPPORT TO THE WINDOW FRAME. SUBSTRATE. SEE TABLE B. THISSHEET VERTICAL SECTION D-D 4. IF APPUCiBLE LOWER DESIGN PRESSURE FROM EITHER WNDOW OR MULLION NOA APPLIES TO WHOLE SYSTE . .l O h > n � O •1ro 0 O N Om rgr� � q cIC N k Z a r ZLL� b0 q O Z q a z Q OO 5 z O LL O r r rn 3 0 3 z ¢ Z U' iec5 1 r, V 83Yvi 130YVI WYC 1104Y ® Za 1NYm MYa efta® 121AW IBAFIWum l.kY 23W Wkal Oakel1W Wks) 46Y *:• N.. 5BT05 •: ALTNN MILLER P£ P.E.&50]05 PR asc '""•'^ n 1 " 2X:W062BUCKiTtrAp`^ Y P' p • INSTALLATIONJ' F rF �f i � I E `u z>yn5 INSTAlt'ATPON 1 Bull A 2EVISED'�t win the Rude..- c J,1(PM..M1CANDEDGEE / .•;.f EMBEDMENT aivAOt YPEJ k DISTANCE PER SUBSTRNA J,: NOTE2 THIS SHEET Y; .. zc G fFv S?'S XG +n U^'t RT, �[t;��l 1 ErylntiOn Data S119/2919 ` iJ' JNI55HEET y„f,EDGE' '- U-+x ... OIBTMICE -+45HIM +L�.. y 1/4 AfN( p� / ,�; 1 " . ,. v EDGE-0ISTANCE -+I `;"V - .O ._. t S a t>;., " "1 INSTALLATION a. ZEDGE. r O DISTANCE �O -. .. 2X WOOD BUCKSTRIP 2X - WOOD SUCKSTRIP _ y 1Bmmwad uet Gontro , - 7YPE1 ORFRAMIN'G,SEE ONG,SEE NOTEE2.TKI2.TNfB SHEET NOTE2,THISSHEET -1}— TYP. ANCHOR TYPE, EMBEDMENT ANO 114•MA% \ -` EDGE DISTANCE PER SUBSTRATE, 6 SEETABLEIO,THISSHEET 3 SHIM 1 4 EMBEDMENT I . 3 � EMBEDMENT � NU CHANGES THIS SHEET 11 I � _ _ � n 29 FRAME MEMBERS O�LV. >'I, 1 � /:.'.. w �7. !ti L1I i _ �,v�1 ( -�b I-�.0 .. EXTERIOR _ .. IY� NSIRLELCKWD DTH 5 w 3 ro y ,va WINDOW I 1111"'1'�~~~� WINDOW H-2 I4" J [� 3 FLIGHT WSUC WIDW WINDOW 9UCK WIDTH- 114'MAX.SHIM _ > n ew O ry HORIZONTAL SECTION E-E o o w n INSTALLATION . r HLE LIGHT ucHr TYPE L r ui •- sy�y 50 w ❑ WINDOW EDGE DISTANCE L - a Hxa j TABLE Itr. H- ap (D e o BUCK-UNGSML HEIGHT- SELF-DRIL(GM, TABLE 2.314- (G51, SEE TABLE THIS SHEETET 21 5 0 J � Q 6 2XWOODSUCKSTRIP EXTERIOR MIN.OF3THREADSSEYONOTIEMETALSUBSTRATE z J iZs . .. OR FRAMING, SEE + _ 1--- hfAk5NIM`'MIPMI-DADE APPROVED MULLION INSTALlAT10N NOTES - '3 (SEE SEPERATENOA)ALUAIINUM, X Z 0,w STEELFRAMINGORSTEELSTUD. 1 USE ONLY ANCHORS USTED ON THIS SHEET. FOLLOW EMBEDMENT LL LL SEESUBSTRATE PROPERTIES, AND EDGE 015-MCE LIMITS. onl I avu3 Wl-s TABLE 10,THIS SHEET INSTALLATION 2.WOW BUCKSDEPICTED19 THIS SHEET Maluls Min. F, Nh. F, kR\ / TYPE —j TOTAL THICKNESS ISLESSDIRECTYT SOLID CONCRETE OPTIONAL sntl samv Inks taekN `SSV ��NY ��.NNMi l EDOE DISTANCE IF UNITCAN REINSTALLED DIRECTLY TO SOLID CONCRETE W000 6llaxIDNUINrum 16ktl IItvl•0 ENSF� ' BUCKS DEPICTED AB"2VME1-1IY THICK OR GREATER. INSTALLATION Ab etl asks Sa u, —L TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS aYsbd sae asks 'PLO TYP. ANCHOR TYPE, EMBEDMENT OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. S �• + No.5B705 EMBEDMENT AND EDGE DISTANCE PER 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE SUBSTRATE, SEE TABLE 10. THIS SHEET OF/.SIZE TO PROVIDE PULL SUPPORT TO THE WINDOW FRAME. AO�; SA'pb7E��` VERTICAL SECTION F-F 4.IFAPPUGABLE, LOWER DESIGN PRESSURE FROMERHER❑iNDOWOR FS'•R!ORI `� MULLION NOAAPPLIES TO WHOLE SYSTEM. ONi 11S�ReY A.LYNNMBIFRPE PE, Win . Aeeha SUIMtla[! Mtn, Edge ONtanka M.. O.C. S Ci 2.1/2' K .113' Box Neil P.T. SOolhen Pin! GION) ally, 16' 2-10II .131- Can.. NO P.T. SOuOxm Pbw 0GPBwj 3/S" S 2.1Z..140 Ronnimi P.T. Southern Pine (I YB° S v o,irStexscr IGS)' P.T.SOulhen Plne G-0.55 12 6' Saw Alumhxm W6 T5 net b116' T 1116, ASS Steel L16 5" 0.045'16 Ga Stsfl Stud Gr 33 5/I6' 6' t.. z1. } c I INSTALLATION . TYPE IMnju'-i e Gr.:-. IIY /, I:i-' 1�EX1Efit1RP� r � I WINDOW BUCK HEIGW I VISIBLE USK HEHIHT= WANOOYJ BUCK H 2L4- INSTALLATION TYPE N 2K.moc, BUCKSTRIP )GEC SEE [ • _•1�. !'.o-'.. �.. r 3 'AT-` r T to I' •'�. ABEOMENY; OR FRAMING INSTALLATION TYPE M' '#+ 1NSTALU4TIOA . 1.3,-TYPEW EMBEOMEMI ^- a 114-MM 0 _MSEDIMENT r' SHIM 1X WOOD BULKSTRIP, SEE J i U 2 MODSUCKSTRT NOTE 2,'H'S SHEE- --1 OR FRM ING. SEE �[ NOTE 2, THIS SHEET ` L_114"MA% TW:M'4HOR TYPE. Eh@EDMENT.MO ' `�'•' -03 SHIM 1, �'----- EDGE DIGTANCE PERNBSRULIE. 11 I I ,'� SE'e THOLE II. THIS SI{eET 1 TMBEDM WO AND h EDGESCET.;CEPERSUtlSTPATE,SCET4 �fE11 THID USEDATCUNEU- EDGEI48 FRAMEMEmEmsONLY. SST'�; I ©11-its J . PER ANCHOR REQUIREMENT ltcmALSHIM I! 1` INSTALLATION TYPE O STEEL SELFZRILLING EMS r (G8). SEE TABLE 11. MIABL ET ET .... ... C INP. ANCHOR 'y I IWEEjIUOR t/ I SOS CONCRZlmmu ZJ PER ANCHOR VISIBLE u CHIREQUIREMWDOWeOWELl WD .2 ENT WM-23ta' KINDOW BUCK WIDTH EX)�EF1 QR V HORIZONTAL SECTION G-G SIAMm[e Mh Ed,M4hw D,.. Mln. EmBedrxN $,.Il C. 912 tt91441D595cmw P.T. SwIMm Pltm bG=D$ 8' 10I0' 3.T Muminum 6089.T min Sir 0.083-' A38 Shd 310- 0.089'• 3.T Spel Stub Gr 39 mm. we OARS 18 Ga), 3.r 912 M9145See19crtw(G8) P.T.Swthm P6le G+0.95 Mir 1510' 3.r Munumm1, 9081T9 m1n SIT OOB3•. Tr A36 SW 3/B• 0.083'• 3.7' bi<eI SIW Gt. 99 min. &W O.W 18Ge • 3.r 1/1'N099 QeteFlev wtetl CM A91M O90 Un U 2-10 1-114• B.r Concrtta (mhv 9.M kN) 1' 13�4' 6.T �NS� -. A9TM CW A9TM CWmNeB �n mNetl 2-1/Y - 544.' B,T N._ N._ GmNetl cMu I. o88 2-1r f014" B.T Y18'Shel U... Y16. CGmrtla in. 3.Bh 1-1/4• tal4• B.A Gmute4OAU WC80 TABLE II.MIS SHEET •k11N:OF 3THREADS BEYOND TIE METALSUBSMATc. -TlXWCODBUCKSMP. LNGRWTEO CMU' VALVES MAYBEDSED FOR Oi011TED CMU APPUGTONS Q SEE NDTE2,THIS2.THI99HEET WS)ALLATON NOTES: L USE ONLY ANOHORS UUM ON MISSHEET. FOLLOW EMMMIENT AND EOGE DSTANCE UMLR. 1 2 WOOD BUCKS UEPICSF.D ONTHIS SHEETAS'1K•, ARE BUCKS WHOSE TOTALTHICKNE35151E55 THMJ 1-MS.1K W000 �• BUCKSAREOPTIONALIFUNNCANBE INSTALLED DIREGRY TO SOLID CONCRETE WOOD DUCMDEPICTEOAS•2J(•ARE 1-... HICK ORGREAMRINSTMIATONTOTIESUBSTRATEOFW OBUGf9TOBEENOINEEREDBYO MSORAS EDGE APPROVED BY AUMORRYHAMNG JURISOICRON. DISTANCE 3. FORATTACHMENTTO METH.: THE STRUCTURAL MEMBER SHALL BE OFASUETO PROVIDE FULLSUPPORTTO IHE VERTICAL SECTION H-H YnnoowPllAMe. 4.I1 APPLICABLE, LOWEROESIGN PRESSURE FROM EIMER WINDOW OR W W ON NOAAPPUES TO WHOLE SYSTEM. M.!NY NirtF, I Mh F+ bIN B 43 kW ImW NOb[. mr OOW 110Ae1 Elm YploColA tl08 GY.eFlnO t2T.4 Mtl 2741, 8%TN 122kw n 1Ob10AMnnm ,Ste YS b1W 6 kw o-. vs�bwe ulkw 9aW u m W E LI ANCHORAGETOFBC2017 W dH ee3 O® Q > n aIW N O N O N 4w C m u.uD =mom k 006 D a w o oZ� z0 F Oa m g ®5 N leay5 z Z O W o 5 Z < Z � ells DIwl=aa�l No. NRX _•o;a .ce F'•Gi; e''.S�ONALIEN[[�` A LYNN MILLER PE P.E.amos 0'1-2��11` TI '11�� -1 PR3,2u -rvlS.E 17,-0614.11 4�6, ANGLURAIRVED FRASEMBLY ME 10 ALLCQRNERSTD I ALLCMRNERSTO USE GASKET USE GASKET S ANOlDR S� ANWOR SEA� -EQUAL{EGFRAMEIR \,;E FRAME -UEG�E TERE NT5REDFRAMEWITHINTERKR ANOEXTERIOR FRAME WELDS FLANGE FRAME- (%hQV,14) OR CvRNIR 11EYG AT .7 ii NO C�MES THIS TU 7EWFE. bETAJLS se 0 -7.7 4 0 7 A M 0 0 E2 U� 'R w H w 2 WA �o )Ml�RZED�E�INTEWCR > m Z z 0 0 u 0 2 oz —ANO=ORFRA�4�S TAT6 MRXERS�. NO,58705 `0 ... wkl' &LYNNm4 PM P.E#58)OS t _ TABLEI2 v. �I 3 tl iy� j ;. r i I! a IMIngC NOAfIw_ I J 2)897 — 'res --�11r E y_ t L 2]94 r.OB4^--J. � .fie z t xr :�.:! ]6a �A89:: ycv F� t {. a plraU.. Mate al n p)4 per '. 074 .O6Y O]A• 062 I� / BYy� Item a PGTPSHk Desarlptlon 1 4253C Flmged Frame Alum. 6083-T5 2 4285 Eyva)4eg Flame Alum fi063-Tb 3 42W Inlegral Fin F. Alum. IIDF- 4 4255 7/16'; I 1. Glass Seeding Alm. 608316 5 4254 I.G. Glass Beading Alum. 6063-TS 6S 4270 Insta5aten FastenerCaer Alum. 6063-T5 6b 4224 Nsta6ation FastenerCaer Rigid PVC 10 705M Gaakat(at 00• aomer farts) I Palydhylane P247/8 - VIny Bulb We tharstip E Flex PVC Dm 65 /-7 13 ,^ D.781 BSB o GE 7700 BaftbedOld .a- ST cna 2D; 7 G' - 3otbnj elosk Morro 3H6`i 7/16 x 9 Neoprene Dum 85 /-11 21 711704" ISehis, Buss, to. 3r16• x 1.3/3r x 4• Neopena Dum. 85 M 29 #6 x 1-7lq• FH SMS SWInless Steel 30 791POx aex 1.0 ad PH SMS Btainlns SMA F" •'KODISPACE )a 4SG TPS STRUCTURAL SILICONE FOAM WnH DESICCANT 1375 1 _ 1 t.37fi•1 �l 1815 WV L3S L.SCC U8• / 438 Apo' L .56p• rt .Ofip•m'mr I.Asp.nue.- } r—III-- .pso•„*^®' 25" FLANGE FRAME 1 � / EQUAL -LEG FRAME .pn' xxouc cnazrr. � I 3 FIN FRAME .- "256, 6063-TS ,.., FF }--JJF.—A6P .11W iI.G. 7116'LAMI. GLASS BEADING INSTALLATION FASTENER COVER sa OBEADINGGLASS 94255, 663-TS #4 54, 6 63-T5 Rg270, 606&T ]a 4P4CRR®NXT ^" Pa IF Description Material 75 Konn=Iing4SGTPSSPacer System 76 Quanex Super SpaoernX7 with Hot Melt Butyl See this Sheet for 77 Quanex Ouraseal Spacer Materials 78 Cardinal X_ Edge Spacer DURASEALQ OSPACER POLTfSP DESICCANT FlU AAEA BU ENE 6116-NOM. SEAL SILICDNESFAL ROU-FORMW STAVLUS SIEEL IM. GIASS EXT. GLASS 4 'XL EDGE?"'' SPACER F 1 0 oqq O ¢ m saa OQ J aT w d ...0 o O LL Z 0 Z W 2 e1� Rg UUb or O �a z w o owv to Z O m 5 a v LL o O O ~ llll ll II C (] y Z j * i No. M70$ A. P16AMPDADE AILnMI-DARE COUNTY m 1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) _ 11805 SW 26 Street, Room 208 -- BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamfaade.eovleconomv 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 bp used in Miami Dade County and other areas where allowed by the Authority Haying Jurisdiction (AHJ). tis"NOA shall not be valid aft`_r the expiration date stated below. The Miami -Dade County Product Control S; ction (In Miami -Dade Count-) l) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to ;have this, product or matop ; tested for quality assurance purposes, If this product or material fails to pirfonm in the accepted q!anncy, the manufacturer will incur the expense of such testing and the AHJ may i3Onediately revoke, mcdify;-or saspend the use o ct or material within their jurisdiction. RER reseves the right to revoke this acce e, if it is determined by it ade County Product Control Section that this product or maWri ails to meet the requirements of the applicable • ding code. T,t hr's product is approved as d 'cribed herein, and has been designed to comply wit Florida Building Code; ncluding the Hig r Vel city Hurricane Zone. DESCRIPTION: Series " Gii"'!"lipped Extruded Aluminum Tubc Mullion -- L.M.I. _ .. ..� A$PROVAL DOCI MIJ, t ;:drawing No. 6300JR, titled "Impact-k is sistant Alumin Tube Mullions", sheets 1 through 25 `of 25, prepared by manufacturer, dated 08/2 1, with revision 1 C dated 06119/17, signed am3 sr<a',e Anthony Lynn Miller, PE., bear i ami-Dade County Product CAntiol Revision stamp ryitl]`,z`ie Notice ani xpiration date by the Miami -Dade County Product Contro! S-,ct or.: ��EELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and followin st imment: "Miami -Dade County Product Control Approved", unless otherwise ndfed herein. EWAL of this NGE`,''.3hall;ba considered after a renewal application has been filed and there has been nge in the applicabletbrii)dii•,g code negatively affecting the performance of this product. OVATION of this NC A will occur after the expiration date or if there has been a revision or change materials, use, and/or rlia ,u acture of the product or process. Misuse of this NOA as an endorsement .product, for sales, 3diartilsing or any other purposes shall autonlatically terminate this NOA. Failure tpiy with any section of this NOA shall be cause for termination aw removal of NOA. KRTISEMENT: `Plie"NOA number preceded by the words' Miami -Dade County, Florida, and ed by the expiratiod2date; may be displayed in advertising literature. If any portion of the NOA is ,red, then it shall be d iin in its entirety. D&PECTION: A copy 'of -`this entire NOA shall be provided to the user by the manufacturer or its di§4ibutors and -shall -be availab`e`-"or-inspection atthejob-site arthe-reg estof the Building Official— - - -- 7"lvs'NOA'revises NOA# 16-0318.03 and consists of this page 1 and evidence pages E-t and E-2, as well as e apppioval document ment'iunedaaaeve. .€ = The'snbmitted documentariotua, as reviewed by Jorge ry Plasencia, P.E. NOA No.17-0630.01 �MIAtewaoE COUNTY 11�//�: ` " Expiration Date: May 26, 2021 -ApprovalDate: November 09, 2017 Page 1 0 ,V OTICE OF ACCEPTANCE: EVIDENC.2 SUBMITTED DRAWINGS 1. manufactLifdr s'die drawings and sections. (Submitted under NOA No. 10-0819. 05) 2 Drawing No.000JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets I '4_` 'T J through 25, o ' '25, dated 08/29/11, with revision'*C dated 06/19/17, prepared by manufacturer -signed and sealed by Anthony Lynn Miller, P.E. TESTS Test repon'si o'i'i: 1) Air Infiltration Test, per FBC, TAS 202-94 ;`2)'Uniform Static Air Pressure Test;toading 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 -94 Cyclic Wind Pressure Loading per FBC, TAS 203 Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94 along wlth'�i Liked -up drawings and. installation diagram of clipped aluminum Tl rnullions,..pie�:&d by Fenestration Testing Lab, Inc., Test Report No. FTL4443 (samples A- E-'1), dated 02/28/11, and addendum letter dated 05105111, signed and sealedlbyNiailin D. Brinson, P.E. o_ (Submitted urfdr NOA No. 10-0819.05) i CALCTIATIONS'---', . I. Anchor verific.ition calculations and structural analysis, complying With FBC 51h Edition (2014)-,`and with FBC 61h Edition (2017),"prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Millet', P.E. ? QUALITY ASSURANCE 1. Miami-Daa6-bcgartmcat of Regulatory and Economic Resources (RER). k.t"j," MATERIAL CERthTCATIONS 1. None. 14 Jorge M. Plasencla, P.F. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,261 Approval Date: November 09, 2017 xt P.GT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE. SUBMITTED :F- -,-STATEMENTS;' - -— - - - - -- 1. Statement''letter of conformance to FBC-5th Edition (2014) and F13C-61h Edition (20147, dated'.06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ; 2. Statement 'letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and'sealcd by Anthony Lynn Miller, P.E. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT -Industries, Inc. for their Series `.`PGT" Clipped Extruded Aluminum Tube Mulflon - L.M.I., approved on 04/14/16 and expiring on 05/26/21. 41 , .i•i..a t g. . r. 'i t' E-2 Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 SUITABLE FOR ALL LOOATIONSREOUIRING GENERALNDTES: - - _ 78 }' NON IMPACT OR LARGEiWD SMALL F "�' 1 P1)�ETghS SryOWNARE�QRTHEMULLION ONLY ANCFORS SNOWN PRE IN AOORION TO ANYANGNORS REOUIREOFORTIE 1: n_ MISSILE IMPACT [tESISTANT,�PjibDUCTS I-T` `,FRNESTjWTON PROQUO7INSTMIAiTON�TPICAL AP�l1OATIDNS AFtE51i0WN EACl15T1VATIDN ISUNIOVEAND5HOU.>�B6 .'_, aCa -`"`=EMALUATFD BYAN E%PERIENCEOINSTALLER FOATNE BEST IIJSTAl1ATiC)N METHiSU. OPTIONAL tX OR 2X YJ000 BUCKS IFUSEO, IOiAwTnuc*oNs ' y¢[ MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND PRETO BE DESIGNED BYOTHERS. ELEVATIONS ....... .. ...:I Y e FIGURE I_ ANLLTOMWOGo......._._._. 2 oy _ 2) THE TYPE AND NUMBER OFANCHORS ECRF(ICALTO T:E STRUCTURALPERFORMANCEOF THE MUL LED UNITS. MULLIONS MULL TO Ix L MASONRY_......_.2 MULTIPLE III------CttH11L ViIBTrI FOF VE4]IGLANLL— ANOIES ICBP IµSTALUTWNNOTES...._..__.-2 MULLIONS I. - mOaL— I"A'�M-S HAVE BEEN TESTED AS'FREE-FLOATING'ANO DO NOi NET-D TC BE OIRECTLYATiACHEDTOTHEMULLION CLIP5,6 wuroA� Y._..,..-3 /.� fiLC]AIGµN{ kOT HAVE AGAP OF MORE THAN t�i•FROM THE CLIP, MULLNSTEELSRIR.._..._...9 •'IR 053� I S,NPE 3 U „3)THFANCHORAGCMEfli0D5 SHOWN HAVE BEEN DESIGNED TO RESIST HE WINOLOADS CORRESPONDING TO THE REQUIRED 12IAy To,"" ..—.'---a DESIGN PFLSSURE MUWONS ARE CALCULATED TO DEFLECT NO MORE TRAN V180. THE 113 STRESS INCREASE WAS NOT USED �YTuTA�TETnCn____A z 'X ID THIS ANCHOREA'N.UATION.'THE I.6 LOAD DURATION FACTOR WAS USED FOR THE EVALI;ATION DF W000 SCREWS tX2x.125wuSPEcs_....._.5 1X2%.3I6MULLSPECs..........:6 '' J 4) PROPER SEALING OF FNME ASSEMBLY.5 THE RESPONSIBILITY OF OTHERSAND IS BEYOND THE 3COPE DF THESE 1 X1.75x.376 MULLSPESS........_7 D .. T` _ INGTRDCTIGNS 1 1X4X.125 S PECB B T 1X215 X.0 NL EFE LS 9 Z & st 179F CC.¢11NED VADTH OR HEIGHT OF ONLYTWOAOIACuYI FENESTRAICH H'ROGUCTGTO DETERMINE PRESSURES PNO 1X4X9]5TUBE NLTLSAEG6 fl d m O m ._.,........�................e+cEcoa.m Fv nN Tta•e SHEFAM:C.HEET26. To, iPi8UNrt5. CONSIDER .�.�ec T+.n cecry n..�dl � Q m -.-PRESS 113 I11 X325X fi24N SPECb'..14 j REOFMI}TFI \IIANSQRFENESTRATKJNP ODUGT55Hf1LAPPlY Y.. 'i.. t25%3s+'X.1W .WI16PEfs 13 3I = Wz° ..+ v�.•i .. M+3��'TB)WhiEFPFlNOINO �0U0.S12E 11 ONTA34E8. ALWAYS ROUND UP I. THE NEY�I SVF SHOry ON TnETABIFiftt { �. _ 'X4XaSMUUl S EPML-- C5:..:6 I � Z LON.TH µ 2XfiXAS MULL 9PECi _17 Q T)ANCKOR.EMBmMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTMENS MUST 128 X 2,11% U25 MULL SPECS._ 16 SEEOE]NLE.% sHOIT3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHOR95H4LL BE COATED OR CORROSION RESISTANT 30•x326 eqv uuLL svECS....._1S O FQ„ Ijj AS APPROPRIATE FOR SUBSTRATE MATERA, DIssm,,R MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT ,45'%925 BAT wLL6PEC5..._..21 MJLLroxn ClID DIEN5pN5_..21-2T i REACTIONS. E%AAELF5162... _L- —26 6 FI 8)REFERENCETESTREPORTS:M-W3;ELCOULT N]AfiGRE IORNOA5 - LWnINO ErAMPLEs_!...._a5 • • NI J ^ f/2 f£IpSTRATgN PROOVRSNAY 6ECP Am TYPE. THE RC-0UIREMENTS OF THE FLOROA BUIIOMG ® w Z Mu3I82 RIMPA TANDNOWTEDTOCOMPLYWRH pEQc,AN']AREAPPSTRATIORIMPAUCTS D ONaCURRENPPLICAOVAILSMULLIONS AREONLY TO BE USED WTRI 0001. AND APPROVED W 7 "Fall PET -APPROVED FENESTRATION PRODUCTS HAVING CURRENTAFPRDVALS. < � aS -�� - 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THEMVHZ. s �3E6 ocruts �} 11)OVANRtt OFUN!TSWRHMAMIILTPLEMULIEDASSEMBLYISUNLI MPRONDEDTHATIHESPANANDOPENING SOFTF:ISWX a PRODUCT REVISI xBw2ilxTK 3HEEIASN WIDTH'HEIGWOFEACHINOIMDUALMULLIONCOMPL]6WRHTHEREQUIREN as E 1 ine KIU, 1M va'MYN xcRJAw]a BPIIainB �PaP NDA-Na '17-0B �- M141L INSTRUCTIONS: I) DETFRMINETHE DESIGN PRESSURE REOVIREMENT (UStUFT') FOR THE OPENING USING THE ASCE•T STANDARD. Ewplmucn //DDa��taa 0512( ADDITIONAL EXAMPLESOFMU-ODNFG TONS: 2)CHOOSE A MULLIO.Y TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRPMEQEPIH. BY MIpmH eP euclt -1 �j-'~D�� 3J REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANCULAR• OR'TRINvGUTARRNIPEZOIdLL'• ;•��� FIIJOlH[ LriCSEN MGUiOtf3 MULLION C'C1YRBWM FRO4 Ptii gIATHR0UTMUd1.�Oi.'SHEETS>Th:TDI i2C RE$P!CI:YFI.Y.:!SL'1G NGWIUYj:OR HEIGW(DFPENDING F THEMUUJON IS SPANNING YERTIJLLYOR HORUCNTALLY). THE Hem f EMUWON TYPE LENGTH ANJDpe -ON CAPAC LB OBTATNEG SNALL MEET OR IXCEED THE DESIGN PRESSURE REQUIREMENT ILBSfFT9 FOR THEOPENWG OBTAINED IN .SaHl Lp �, r MFOR �' r �' S ImH L r 6 FROM THE SAME TABLE USED IN STEP 4IABOVE, FIND THE VALUE IN THE NEKT COLUMN ANCHOR CAPACITY REQUIRED 0.BS)THS VALUE I I TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAJN THE FULLMULLION CAPACITY. I L J� fTM EPRES'cNTS THE WWOLOAD ` aPE3ancwotx 6)FROMTHEANCNORCAPACRY(-_Mj ABLE ONTIIE SAME SHEETANDUSING YOUR ACTUAL SUBSTRATE CONOTTION(MULTIPLE PNCHOR `"ANY LYNN ••F SINGLEMULLION SINGLE MULLION FCAYEMIGlenAL �FO�RV�E IRnxwu ���RG.IP PATTERN NAYAPPLY)8l3ECi AN ANCHOR GLIP PATTERN ANDVERIFYTHATTHE REQUIPFD DENS 04PACRV SMET. `166CDRPE6PoI+DWGDETAL6 MULTIP MULLIONS 7)IFTREMULLICNCAPACITY(UR=. OBTNNED IN TIE TABLE IS HIGHERTHANTHE DESIGN PRESSURE REQUIREMENT(LBAM FOR THE 'ANCHOR FORMULA' TO OBTAIN THE LOWERMICHOR CNPACfTY REQUIRED. WITH THIS `*; No. 5B703 \,- FPDMFIGUREIASW& OPENING. YOU MAY USE TIE CAPACTY ADJUSTMENT VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE _ --0 CODESISTANDARDSUSED: I �p�..((��'• AT .201 T FLORIOA BUIUONG CODE 11801, 9TH EDITION 8) VERIFY THE DESIGN PRESSURE PAT(LB NGSIFP) FOR THE FENESTRATION PROCUCTTO BE USED AND OOMPAREWITH THE FINALMULLION I M FENESTRATION �11 iyIT F4,ORIOP• .2014 FLORIDA SUIDING CODE(F'BC). STH EDITON CAPACITYRBS'FPI OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ,,RE MUI AAA%S� .A VAFWANDS-2016FORWOODCONSTRUCBON PRODUCT ASSEMBLY. .ALUNVNUMDESIGNMANU ADMW16 MILU.F ALLPE.#IN0 •MSIS100.12 9)HIGNLIGWOP00NWW.MDTABLEVAWE'USEUINASPEC(ROA LI=ONWIIENUSNGTHISNOATDAPRYFORAPER .. FL P.E.D SB70 .AISCG 10 _ � ., ,t. -, y Jy Fy '. .r's '=.SJ la; _ ��✓� r^'K-sp ,Ldla--t I SS 4:; 1 zT �.-,,, DEI AILB DETAIL A: V MUM MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 7X acclQrslP PmsuasiP�ATF, oR� d OR WOOD FRAMING WOOD BUCK AND MASONRY nTrAceNexr sFESFETABLss taps - G (OFFSET CLIP SIIOWN) (STANDARD CLIP SHOWN gsmiF�l N 1 N.Ilwdi SHEETt Z w j3191-0R 0.E a jfi cOHLPEfE6LCMu 1�• �' �TSEE�TmvL K j fN/_I STANpgPOTME I ECGE LGGnIYS , OxeG . IB-13e kk �� ows,SLmL woat4r eE II , y L t- a: iLLo-'illoo. �..- d6WsawFErSIDE VIEW j4, r mnnnII _ •I. .,-. ;:� .G �._:'� �: x 'A to wP141rK m ad . sr+u3ev � ° .. EXTERIOR may` TwsuETnoo. Z r ' ° e otsrFrvcE 4 Z 1-' Z ¢ m !1 a d' FOP J� O Z N � IItiONRY a r' r r pu $a0 y0 1HECFF3LT C1®rs AfSJIOP3 ). 6n S2 J9 iiOO RECCMa®.DFO FVt {f FlNFRAXFD - II) EXTERIOR a �° rnrvoows.lalmm�r B� r Y Y use sE usEsow ® m 3 3 orlexFRAME3YPE5. � U � a' O O a ZmO KE.s p � �e� TP. FN�iOP U 8 I—F ' TYP.PNCHdi pEp A1BSTPNE TP. NIOM0. pERSUeSFRAi2 �3EETPBLFS 1613E PsasuBsrPaiE �sEe irslFs is -lea - PRODUCT �ggREV Wo Fl sFE TPBLES tL-IPd EI%3P/END Bt.CH41RIP eulldnj Ootlowl7l06 0.01a sI3 l '. 17A630.07 sEETMtLS RlTgQ1uEM NOA-Ne. ...,� BUIxsrtNP 1a t39 a+BTE 6�NoiF i, esPlralioa D.w OSM612021 9 ATTP6NIFNi 6X�It. BY OIHEIS. BY SFE MIOtEt _.. t! .. Mlam - uct Conbel 4NER1 MNSi161COKPETE OP LVN . SIDE VIE*.. _ FRONT VI - - _ FRONT VIEW - • ;. i �I INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUC= ttt t t I ] II MFF 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARB FORPICTORIM REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACRY IS BASED PARTLY ON THEMFCFIOR TOANCHOR DISTANCE, THE CORRECTQUANTRY MO LOCATION OFAWCHORS MUST Be FOLLOWED. REPER TO THETABIES ONTHE'P % *; .56T05 FOLLOWNG SHEETS. FOR DETAILS Ad, ERHERTHE STANDARD OROFFSETCIP MAY BE USED. _ IJo- _ I 3) ANCHOR HEAD TYPE MAY BE PANHFAD, HDD)EAO OR FLATHEAD. K= I =A •' }';r�Ty; i 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHMT3. ��C`s':F(ORIOP:'G�C i 5) FORMASONRYAPPIICATIONS W MIMiL SCOUNTYUSEONLYMMADADECOUMYAPPROVm EI.CO UITRACON OR ELCO Vr S.S.ACGFEGATOR MASONRYMCHORS A.LER, P.E. FL P.E.Y BUDS i DETAILC. - .•_ SAULLION;DIRECTLY ATTACHEDTO O MASONRY STRUCTURE (STANDARD CUP SHOWN) ErtX9i T11E SIIN04flD IXi OFFSETMUE T MY6W BY THS TM9 VEIXW EnJ° . . -. ]GECIE]MGE pixXJiB P rk '_• VPAIE9 ,, rHEpcFSE]ani IE]P�� xe FNFTW�GD'. _ �� - 'MXDOW9. BIR N4YI 4L5p BE V5FS FGR pr6ERFNM@TPEs, P. MYJCR L^' J'llll PEEMu Wre. � 6EETPBIE91&IY F SEEXM�E1. �J MIlI I7 WC CG Eg GMV NN2]NSI ECNCNETE qt CMJ FRONT VIEW SIDE VIEW INSTAUAT'ON NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIN. SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QY,BE (SSA EKCCHOR MUI CI SIZESHOWNAEOVEAREFORHORTN1REPRbSFkA.CN CORK0TOUSE!HEANCHOR TiONOFM BASESPARRY F U0E D:OR MIC)IORO:STA,\CE'fNE CORRECT G SHEETS. FO fDCATION OF ANCHORS MUST D FOLLOWED; ETCU TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-0, EITHERTHE 9TANDARO OR OFFSETCLIP MAY BE USED. 3)ANCHORHEADTWEMAYBEPANHE D.HEXHEADORFIATHEAD- 4) WOOD BUCM ARE OPTIONAL,SEEDETAJLC,THIS SHEST- 5) FOR MASONRY APPLICATIONS IN MIM11-DARE COUNTY, USE ONLY MIAMLDADE COUNTYAPPROVED ELCO ULTRACON OR aW E4' S.S. AGGREGATOR MASONRYANCHORS. _ I FRONT VIEW C� EXTERIOR DETAIEE r-. — .. • MULLION TO IdLkLIOC�I INTERSECTION 1 _NOT{ES+'' iJ " (LLCLIP) , cl'MAVBH'INSTeU mMTEE'OR'CROSS' INTERSECTIONS. 2) MAYBE INSTALLEDHORQONTALY ISHOWN)ORVERFIC4 Y. 3) SEE U-CUP DRAWINGS, SHEETS 21-23 TOP VIEW FOR CORRESPONONG MULLION. M WCN /1331�SLNF1'6. �sEsawwrw oR VFEawu MWGN 0.•41115E9M9 EXTERIOR ROM VIEW oisr4Nw SEETABIFS 16t3B SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH NOTES: 1)FOR2 WOOOH CRFDETEELSTUDS,WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. SIDE VIEW PRODUCT REVISED as nampl Ine wIM iha FIeHUa eamm�s �aae HOAJIo. 77-0630.07 6 6FP SIlLT611d3Fdt YA<F LWATgN9 EDGE , q III( 1 DETAILF DETAILG I•'� 1 - FIELD -MODIFIED MUCLION'„L'CIP " `,i r ANGLE MVLL`ION CLIP _ (F-CLIP) r ,5 ? (ANGLE CLIP) �� \ SEE CEfnIL90.6 $HEET53M10] WN WSTPLUTV'N / � �OEPEcwcslmSTRArs. . SIDE ✓f Eti/ `rl EHOYM IMHT Y 136• ' I rAVlt qi l ' EXTERFOR IMO WCOo, SIER NLµcM]OR NPEONM' FO'Ol P 0 ST"AR.C1W TOBE. MODRIEOIN�. NOTES FOR INSTALLATION OPTIONS F. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26-X 2.1V X.12S MUWON. 2) SEE TABLES IS-ISS FOR ANCHOR QUANTITIES AND SHEETS 21-M FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. OP VICT 1 9�'vi 0v e:,P DETAIL H BAY MULLION NSTALLArTION : 3 (ANGLE CLIP) _ -. O YI O p O TOP vlaw j I I 1 I Ij lW RNCHOR ' \ W PRODUCT REVISED b y\ M. MP aB comUYCTg i NFbxUa 8ulltlina CeGe xOA-xo. �7-0630.07 sra uuu OR ONRY E FXOR G E plrmuon wee 5/26/2021 /PmtluG<Cp01m upyl Mlaml-0 . 1 EWE O OAT.- PEP AKliW vi III E O NOTES FOR INSTAVAT(ON OPTION G 8 H'. `� apNY LYNq D a��: LIGENSF 0 1) USE 2ANGLE LLIPS PER MUWON END. CLIPS MOST BE INSERTED INSIDE OF MULLION. 2)DETAIL G: SEE TABLES I8-14B FOR ANCHOR QUANTITIES AND SHEETS 21-M FOR HOLE TL'( No. 58705 LOCATIONS. = V ( 3)DETAIL H: SEETABLES 15BOR 16B FORANCHORQUANTITIESANDSHEET2 FOR HOLE O 9���\ ATE p LOCATIONS. t2 s''.F NORION,. aA. LNNIOLL64 S FL P.E.#BBi ...TABLE 7A r t as n A . Ir a '� WNonC Tabs '�'rrr �., u. ua .:.r. ,rra+Yt FvDpaMnRYu(M.(bhedwPtaDrt4mvmore)DCOPa�Na HtlaMifaMllmdeN+Pelzfrartu6wF1 c `.' r 1 q I r. ,. h C q wln 6oF Ti. wF winIwl / `• 130T IIDF Iwm S g lleelmymr TmpTnuiP PecurgNr naplMme Pvm�vuler inpMwg. PA+r TrrF/1Rn6 Wm°NYY nprtM^P wa' fa'0�'Iv IDWiney, PecmnPlla nWMma. Pmergear irtpRMO RCMP'ler Troynng YY 1w'P9 Lmanv bvM InWN Im.Liv Uvane ImtlC9 'LwMU LaMo9 Latln9 LmJnv L"x1^U Lw9rV ImBrN WCF3 Loetlne USGnv P`Y t i31.113 { a LL 6umon s 3 _ s$ Tm T gg�'2 �5 �. ac a dY8�.g i3 s@ F S 1] s , �x8a 2. 28 's �.d w Z 19] fw lu Iw TABLEIB Anchar C 'TabY 9 '. sm 1nf Iqv SSRRm. _ _•. n<im [MU M.cnmry S'18'Bc. Mexm IN•Bc.lmrnm vfTo-a McMm atTF2o 0:7 "V.r a'U.. lre ss FNa AWrtBYm erls•Fb wm.on AneFweop Pa¢ama I• z-trr slre• r :Im 214!' r FNP Fw.ISIaNe(FP r atrr > IAd• z tam IaN• btu• faN• t-IN- Wtm Bmeed.W Y 3MCM1n®d15'YIn. D.C/9mMa0m OfmIDIy P'C II'. 1.Ya• 9w D< t-) 9w1m . d'.Nb 5806] I 1JNIea YIOIb ]]4 @t ]]Ims IdOW J]d lEf 6Pd me d MenE.®1.1TNN. D.G ISYMa01m06 mED.h dJilw wOW WA WA WA NN Ra O. WA N'4 WA WA dAruv.OTwn o.e /R)hSA.pbCw /ffeh iwm. Twb ewp twOb tmeb wem. Fame wA Tw my Tw lw Meb ]I la.®MS•wn GC/V3p. mm.feSAYnIfry.R rYA NA WA WA WA WA WA wA WA WA WA 1lxav/Fdp(W5{ tpfM I%ba Y8A d1. 5 m JIIb 9]b M-0ma IRDa ]]Ob 1Htlm 1]2'Y ]prclm®f.fSYv.0.CIFfJIpIM.S{ 3wm. YGfF WA WA WA WA ]wme' WA WA WA WA Hole run mm orraar c.r.r�..,.,� .,.�.•....,......_.._....... _....._. --_. _.. -_ _ - •-:� FIGURE I: •— FIGURE2 O - 1i.-... ;- - - .- - 0 TASLENOTES: 1)EESH3HEEET51210.4NG9EN1RUCTItnrGCS vaNGRHETAB=9a\D SPEcrFORINFGRMATX"1 ON LO?DW_¢ F0FORERALINSTALIATKTN METHOW. �. - - _EE .: :. . --1.000• r-- 2)UNEARINTERPOI TCN BETWEEN MUIl LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE rI FIGURES: • 31 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESMOTIONS SHOWN ON SHEETS 21-0, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. I 201m" 125' FIGURE4: • USED PI PARS. FIGURER: • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI W SPECIFICATIONS. HOLLOW AND GROUT-FILLID CONCRETE BLOCK UNIT (CNU) SHALL CONFORM TO ASIM C80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN NNE WITH MSG OF 13.55, ALUMINUM SHAJ.BEB0 TSAND BE AMWIMUM OF.127 THICK STEELSTUDS TO SEA MNIMUMGRADE 33AND.045•THICK(18 GN1GE). STRUCr11PAL STEELTO BEAT LEAST.125•THICKANDA3B.ALLANCHORSNNMEIALSHALLEXTENDATLEf5T3SCREWTHREADS BEYOND THEMATE #10&#2ANCHOBSINMT OMAYBESTEEL.IMS.S.OR410S.S• L I•XSX.I MUWON ANGLE CLIP MUST BE FIGURES: SELECTED CHOI JAJF THE R ofX y y 4 X 3 G Da a Z N 0 eEa �°C g PRODUCT REVISED plYinB.NN 11ro BFIDHNildinB Code I NOA-ND. 17-0630.0 B+vlratlnn Daee06/26/2021 R mi.. rmduc FL P.E.t SBT05 � `; •. a.;_n_ ,_„ _ wyr 1.: .c S)DBNneVBCN GWkWhspmllllp.mlllioM)B]OOenN9.Heght(MMAmidTLEBamifgmU4aT6) :: Y.{.; `� � I a 2 a.376 AInm.Tiiw M1MNen AA6Em Cgppmm. 111h a as d s`a N 'Ifil!"Ild'a �$� Gq. .30 W9' {50' Ym y �,^6'..1 Y9'f 'm.66"B6 3W "+lt Rw' t`BS�R¢0' :i0�1307]I.l 1i.0 2L` ]@ �': 2}5'�`t6l t0.i TYiR I� ¢4 Rm'b Y19'TLn'4; B•1"Tu 1¢0, 10.l ISO zRSg ; Yg0 W.3 1M' :di0.0 W6 BRR 101 'N 236 M• t00 R56� 1!! 110 A3 18l 136 Y(a ldi IT] R16 bL V..Y IM 21.. =2 1'/B 1&Y 94 1!i 1W R36 1W IlI 185 3M1R IW IIB 1B3 1T.T IW 18T im i6) 1W 161 15ie 1lR IN188 159 iL6 1W 1].Y fm 10l IM tdt 1'ffi V] ®mmm VP66 EbC 1M 99 Ek0 M. M25b1 M.I2MTYR: YICFko LTtlwn Vf I. Y.0•E!o@am Eko Bnm N iM AWefi,y IRUImM ATJ.WOi 6cwpA Scx FA 6lw ITS 111C 6rysWuce9nY 1' ?I? �• b1? _ P ?1? ..... ..... 1• ..rw un• ure LVf Y IyC IS£ 'ahf _ ITWILLYIE'-AN / WHICH MAYBE l W.ANCHOROPTIi CAFACITYTABLE O Iz Z i0 W D aJ h ¢y r h . - FYlURE 1: •.. .. HOURS 2 TALE NOTF^1 •� 1)BUSH-= I FOR INSTRUCTIONSON USINO THETABLES AND SHEET 25 FGR g0FORMANON OII LOADING.' - 1000• SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. � r 2) LINEAR INTERFOLATION BETWEEN MULL LENGTHS ANDI0R OPENING WIDTHS 0ALLOWABLE """��� FIGURE 3:. 3) 3) MULLION AND MULLION SHOWN ARE NOTTO SCALE. FOR FXACT DIMENSIONS, SEE SHEETS 21-Xi. 2A0tl' HOLES TO BE DRILLED IN THE FIELD FOLIAWWG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-ZL ®' FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. /)SUBSTRATES: CI)NCREIESMuU FORMT'OMAMISPECIFICATIONS.HOLLOWANDOROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALLCONFORMTOASTMPW.WDODSHALLBEPRESSURETREATED -� L iS t ANGLE CLIP MUST BE USED LV PAIRS. FIGURES: ISO❑❑I FIGURES: FIGURES: IR�TI� YELLOW SOUTHERN PINE WITH AN SG OFO.55. ALUMINUM SHALL BE60 15AND BE AMINIMUM OF.125 THICK STEEL STUDS TO BE A MINIMUM GRADE U AND.00.1• THICK(1B OAUGE). STRUOIURAL STEEL TO BL-AT LEAST.126•7HICK AND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 BMW THREADS BEYOND I•X2'X.9TSMULUON THE MATERIAL#108#12 ANCHORS INTOWOOD MAYBE STEEL. 168 S.S. OR 410 S.S. PRODUCT REVISED as eemplYing WIN tNa FleHBa BullCing CCaatltl NOA-Na. 17-0830.07 Gplmtlnn Aate 05/26/2021 SIT - No. M705 1Mc 'tazTaxL« J1e6mAIaOml.7111 a a - A" em• es7.J ` -1-1- PF ew ma4 e5.e' Irbn wn' Yla v z] ID as ut 51-0 etB' Ise Pe wpM.> s3: Ise W 63.8 NI' no W ]de iP I58 W w.e ]PB WI Q] W 4i1 ii8 %8 :Z3 ]ed 1B9 29.9 127 318 390 MI J11 JhW 3H1 ^3A i!3gi A8 II/ 31.T. ^f] M3 fl+ 182 R1 173ta0 t8e m MT 1.rste.t tH u] 11s tas fee IN 17.9 leT t gM(I6 r 11xo7GP/-3pBMrN m1910�ts1{' _ 1. i 1wF .'. T-IIPIn TuUI �� T lsBF i.:e� .� �F 0 h d h J 38 E FF d0Y 3 Ja S 7 3_ 5 6 E Y G I..ttISPi`e ��I<K $� �CS i=r1 dK�2E 01 41, 13ed nx ar.r uu u.v ..n «. ... IB.e BBS ]21 115 i81 ]el 1A0 139 N.1 NI 9.B 49] LI 20.8 ]x/ i9.T RB IT.1 ITT ]IA R1 14A I11 1B] xeB xn] aB n3 2R I I9] m Ile 1R 11- 1 - I _I I I TABLE 313 Ancnor Ca ti Tab! M soNmm xno mb ]x w+n. ]kNvtllM 1/P 39 Eka 9il6•Elw CNa 1m11-G'68 Fka vrw,pb t108rcd Ot29k9 wm ]1]Shtl prtin TIpo 11C Fko Nlnepn Ve Ekn Nmcm S1T Eko )�¢m 9'IC Nco N4mm 'JI'Eko Wrz:m ry��or 41rsi, Appa6emr Saw1241 ScmrlC++l SCMF51 ARMaTCOp Pal3am3 r x-IT >vr 1• a+rs• f. 24m z s1m' z 6.Ir oat• Fqp balece tat. t• airs• S 1.1/1' fiVl' LIH' 1-IN' IAN' IA11' Y Ida' 13R' WM1A EPOt•LnaG IBrI tS4' IJ'It' 1.LT 1316• ®b 1NInv SNNv RBWs ]N lb )IB ipl M31b 56BW ])t IM WIM WbA ]iMi:r; 1.7t'Nn O.GI3bNibvOISa CLpflB. +i 9WW ]90p 1500a ]BBIb WA Ww WA NM WA M. ®3 WB 3951b 11AM 4M[WmG1.1PMIn O.C/94noxw( OCN... fN. 1$ 4b@9 xfOW WP WA WA WA PBloe )N my 9691ea Ia03M W]IM 84616s 11M W] IAnc1m®PU,n.oc./RI.45Anpk tNp Fffk )9B Pf - FdB- IS- ]898Ra Sw PI 9SBIb Wp NIA WA WA 1UA 711.1 x ArtMp®0.16'MN.O.C.IIIdIR Iqo .1 H'AURIFlL 41 WP WA Wp WA WA N!A WA rv/A Wp WA aNIN Il9 Fa IiO Wf Yx11b 3W as tAMi0I FL11p fI0. a1: 1&tb - IB:M i]SM H32e SIIGv 1]SW iwlbf 1)I Ba RUIN 1BI R9 WA N]Wv IEIN 99UW 9NMmN1.1 ]'NIn O.C/FLIp (fq a{ ]w Um StBW WA WA WA WA 1W4 H'A WA WA HP NOIL'FGH'fHEOFFSFT GL'F, USEITiE SAl!EAI.CHOR PATTFAI+P40 ANCHOR VPLUE$.0.5 T \C'4i:.'.:.Ot':.LIIES APF USED iN iHF. FYPMPLE ON SHEEP24 RGUREI: RGURE2 FIGURES: ANGLE CLIP MUST BE USEG IN PAIRS. F,IGURE4: FIGURE@ IjFFIIG I'UIRE✓& MES?ANOARO CLIP. T� �I�1,2p u V i '3 'Eu- PRODUppC�'�Tn REVISED 2311Nn8 B with the Florida NDIFN0.. a 17-9630.01 iupireOen Oma 0512612021 By m#a�t camre TABLE NOTES: --1 1.000' r- I)SEESHEETIFORINSTRUC00NS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING dtt 111 bl=TA SEE SHEETS 2.4 FOR GENERAL IN'STAWTiON METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE apNY '•�,/'0�'�'�: 3) MULLION AND MULLION CUPS SHOWN ARENOT TO SCALE FOR EXACT OIMENSIONS, SEE SHEETS 21-M 2. ba' ��•l]CEN6E ?:' •r HOLES TO BEDWLLED IN THE FIELD FOLLOWING DIMENSIONALREBIIVGTIONS SHOWN ON SHEETS 21.2& *t No. 5B7O5 *_ FIGURES SHOW SUGGESTED. APPROXIMATE TOLE LOCATIONS. 4)SUBSTRATES: CONCRETE SHALL CNIFORM TO AG 305 SPECIFIGITIONS. HOLLOW ANO GROUT-FI FD 3)S ILL 7SO�: p I�Z CONCRETE BLOCK UNIT(MU) SHALL CONFORM TOASTM O-W WOODSHALLBEPRESSURE-TREATED ': ��` YELLOW SOUTHERN FINE WITHAN SG OF 0.5& ALUMINUM SHALL BE8OS3-TS AND BE AMWIMUM OF.I2S !�: al Fl ORIDM1:'G��Q� THICK STEMSTUDS TO BEAMINIMUM GRADE 33AND.N4 THICK (IS GAUGE). STRUCTURAL STEELTO BEAT ALLMICHORS IWOMETALSHALL EXTENOAT LEAST3SCREWTHREA1SBEY0N0 pX2.T5'X.97S hNLLpN S "•r•• '/+,S,ZONAL E`N LEAST.525•THICKANDAX LT THE MATERIA#10 &#12 ANCHORS INTO WOOD MAY BESTEEL. IB& S.S. OR410 S.S. A, L%m frjrl.L�R. P.E. I FL P.E.# 0705 J TABLE9A 'r'-y h:: !' w_,'a::s9n�s_-'`�.:__. 'C (, i.:,.._-e _ _n_a:•xgpanko:NddYi� •SBN W01' `Tom - R.slv+e mr'nlmB. R.=me]d mNrr�mm. Ra0lrylk my;nmp Pm i zsrez �;Igp .-•..a ImAIB Lmdna 1mVla Laalla' I` - .SwAwa. rw. y y 411 V • 3 s W Wl Tip, ,1 A :or 1NP 7ST. 119'. -ei5 I au-. ml 9f.1 021 9GB =A we !90 OB s58 ]IB mB A.' 8A9 XI E0.0 x! 3E5 ;ar"a_ 5)1 w -f Y 3`5 00.6 59.> !9] R5 m".. 41 4w w Sw .-• 160 u4 mB 213 Y: 571 e12 <07 ]Y --..-r- T63 W !10 M zea 611 1!1 N: A] s90 500 19S w0 R0 a.s ._ eb fi11 5A W7 195 -.. 52i SD9 $71W __ 'A]!"¢]0' 85.0 Al] RI.] va _. SR 513 b] lY 9) I1,0 ae m.l]3]11.a107 a0 SMI 151 1]9 ]d9 .ba W.B R0 ua T: 5)1 51R 99 59.] M.5 MG u.l 16]]PI 18) N) na 43 ]1.8 P.0 ISO 10.s bl 571 ea Wl 1593 N.! W1 a0 _ , NB ve RN mF mN mF F ]d.] B65 m0 n+ 13s 9b 511 91 w) w IOBO B>1 RI .3.7 N.1 65: IB9 nl .1 Sm3!J 'b.! R.1 Wa u+ C8 SI1 %z w) Sb %A ]0.9 ]ae u1 n.: %0 Ib 19 3Y b4 309 33.5 IN ]SI iID iS9 tsl Tt! RN 10.] IU L0I'1" 111N TA 30I 35.] ]43 RI T R5 3N m811.i]a R! mB 15.3 za 1e.e RM 162 303 _ TABLE 4B SWeCalc Rh fnKab AMvryF YI9'Fko Uhxan MLNO]G6PPi9ama r avr EmbOnNM1(e 1N1' 2."D A.l9'MA O.C./8 mEall]fl PW1Fd.1 ]Wb UeSAS 5- THE HXA`f0.EON HEV Mcnar IN'Eb W,erm r ?III I.L4' 1:-0b MI3] WA mom. IxS u. WA WA 93me N9b WA WA S.Rfn'6 N10Eke Ulm svf T NIOs WA 1ex;m WA Qm1 IA. WA TrL'-°TANDARD cl Ta51e YIC Fkcpfcm r z-vr M/f 1-W' 'POma 1]Olb WA NOl[a %4 m. xBlm WA NIA ISSRa 1101b WA 1901b fi:P Ibba ENU V4'Eto U31Wm _ r z.lm 1.1!<' 11'S• ]%Q¢ )1041r WA WA wA )53 na NA WA ITr'ta ]IO ba IlA NIA - ♦ Vfee Eta AQ,ce;p,¢s r 1-11f ])Ib WA 740Ib WA 151 Pn WA lt'Flm sm 1.1/f W11Ea WA emlm F&tl O.V W'S9 Eaa AgeGeml r r &81M A IOUIm MY•Lc5 N09'ttl &rcaW9)Fsmr olr 13T NIM WRIM mzle. II29kd WS oN• IdIC N]Re W91 YCIN OV9M eur+WS o.]x• �05ef ]W by tlmb Rzob 4 C a IBOb IArcNm OTMIn. o.c rrslt•SAnBle cOµ /ffW.3t Tm®. SImNM p18.13'MIn.O.C. /UfJO. Me.RSPNn.(Flp.R WA 1 Ncly/Fi16 ffb9! Imb 2AM�Ia�L1T 5� pCIF bL Sf RIO b' Tatl )mtl WA IOSOo YOmf WA ]i]IO! WA Il]b WA 1]Otl 221. )19 Ra 200. WA WA NLS He ( SHEef 24 I�Of XR � � n Y D X N CHORCAP.e USE THIS FORMULA TO OBTAIN THE 'ANCHOR PRODUCT RE`0SED' CAPA:ITYREOUNRGu-OMRESFONDWGTOAN as C..PlNee'r'14] Me Florida ACTUALPRESSUPE REOUOiQAEM FORTHE Hp e••,I 17-0630.01 OPENBIG, WHEN IT IS LOWERTHAN THE MULLION - CAPACITY(FROMTHETABLE)OFTHESEI.ECTED Sx,traNan Dale US/26/2021 MUUUON.RWILLYIEUDAMWIMUMANCHOR By CAPACITYWHICHMAYSEUSEDTOOUALIFY 6L'am Da roaee DenbF ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYT r ua r>P SA.4EbYCHOR PATTERS AND ANCHOR Vu - - _ n �O VALOES ARE U. cO 1N NOTE FOP. _ _ "'\ FIGURE I: URE2 TABLENOTES: �Re0 b5 socA hSr•- 1) SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES OSHEET25 FOR MFORMATION ONLOADING, I SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS 6 1\LIII IL1l1 ])LINENR:NTERPOLATION BETWEEN MULL LENGTHS ANOMR OPENING WIDTHS 15 ALLOWABLE. a 3} MUWON AND MULLION CLIPS SHOWN ARENOT TO SCALE FOR ETACT DIMENSIONS. SEESHEEfS 21.23. 2.750' �3SBe •'-�(F MOLES TO BE DRILLED PI THE FIELD FOLLOWING OIMENSIONALRESTRICTIONSSHOWN DN SHEET521-2a.-p FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. *i No.53705 = •k_ ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES; CONCRETE SHALL CONFORM TO AG SIR SPECIFICATIONS HOLLOW AND GROUT-FlLLED �T _ CONCRETE BLOCK LMIT(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALLBEPRESSUREdREATED' �• pt• IT.'1C FlGUREI: FIGURE 5e FIGURE 6: YELLOW SOUTHERN PINE WITH AN SO Of 0.55, ALUMINUM SHALL BE 0063T5 AND BE A MNIMUM CF.12V -O AE0 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.UW THICK(18 GAUGE). STRUCTURAL STEEL TO BE AT z(pR1OP;'G LEAST.IR6'THICKANDA36 ALLANCHORS INTO METPI9HALL EXSEUD AT IEAST35CREW THREAOSSEYOND 1'X2.75'X.650'MULLION '���sox ....... tv0 ® IHE MATERIAL p10 6 #1TANCHORS INTO W000 MAY BESTEEI, 1&B S.S.OR 4105.5. Oro O// 1N1ALjLER A LYNB.E.9 58M P.E. 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We 1]0.0 Boll 6B BIB Im.0 IN 19J %B 110.0 09] 11d13F li?0 ,'I ]p] 10 I]d.0 1]Od 611 IN 110.d 1M0 BBB IAO BT 1„ ] ett 110.0 d91 1]LB Wl IB8] ]00 1119 02l 1W1 3 1t Bf] 1`L.J 65R. B]S A11 1d&i BBS i!.1 B3l I4t] BB9 B0.I &1 190) 909 Mt 1160 BI Md B13 1X5 B00 11)Yb 'BBI 1]Eb 04^ IbJ.B 0 1138 *, Idla No tB.A 09 4 00 p.' d99 JB ISr .J A89 1XB 0 M1 10P 1]BB I. 51.8 S6B 1190 wq rljl Q Lil 1.41 }16 •]].fw 10! 11R 11]0 11 MIO >i T3.8 11B m0 091 11.0 ]1918B01.G I ]N #d 31411<B r•] W (� 9 ]la W] JBS , -OW NS OP 1a1 E19 90} 6tt !LL) Yf 131.0 SN' IWJ i0]f Aw bl bR Id04 Ni:]] Bf,l l Y - ,i1! m OI.B T 10 'LN, Jt a]] II S edSC'. 1bfe' an W.4 AtO.' v] tt 91A, 319" ]3 -0P +b2- a)f- ';(I' )dJ b A'' 9i �1.4 N( 531 01 Bl A¢+ 3 bfl NA"„ dB, •A4 BD '0-i b] #B, (61] 'GtB+� } Iv] -ALB .w r (-•, - :4.LBa » }:..Ilb 5Ba ata -ai, .Ar _-9...mB w Tit AC, 'r 0 , , o 3 gRF - >BB 163 ]il daf : 019"Yb W] <di W] BB. '141 I80 9 J' '!BY :IM 1 3 Fln vR 1�11 'h1 1 1 I64 vas, lW] 10.II 199 Wb NI +a i0F W.i 111 Ba0 _LOB d07 6U 191 b].]' �J1B le.a 111 GBB JR IbB NI IdA 3N 191 110 9Bd ]LB ell 98.1 MI S]Y NI NB 9]] #t 9l1 ]IB S01 NI ]2] Na WN li.l W3 ] 9P 9S 1] .1 SA go AO J) 3[- Sa P1.3 ]]2 M 3R 1l.] 2]3 11.] 1B 11.1 J3 IGB 3B S] at 14 300 Mq WO NI ]SB 380 30.1 HI WA im 11. 2.1 !6l 2II 31.B AI P1a NO 18.1 ]fl 211 LI 11d SII 19.3 .311 Id.B 191 1].1 2W Mb Sfii ISa 3R IteN LB 2L 211 IDB 101; 9] T.1 N! LIB 2A it, M ISI 'LO iB2 16d ,,it LB 218 411 111 IBB 20 19A 1W 161 211 M. IT Ill 41a NB 1M 128E 11A lal 14S 1)d 1l9 1ai 19,] I11 TABLE 9B Anchor0a ac Tehle a BWhek: xtt4rcate ]B9 Go-s. No1muJJ !IDe]U'J PT IAk41. S'iC pA VP 99 Elm Y10'Ek0 111.89 k10 MSNe /IP 918N MS 61eG MN°ITyI`' vt6'Elmlmam vl•EFa13'®r llpmin Yla•Eleolwrcm vl•Elm lamen ABOv6v1a INe:m AmeGela StJei 1GM11 6vee(t� 8e2w(6]1 - Anbhor COp Pa¢eme YV! 1' 2NY 11.'¢ 1' 2NS T '2t? i S1rA T ¢IB' O.d• ¢99{' Ep1B61Nrce 0n% Emb4YNPn] f1 HVI' WI' VYl• WP S 4V1' L1/1' 1-1/! bVl' 41/Y 1-ftl' 2' 6M1'8' 139' 1AKM0®9.15'MOL O.GIOIm5a4 II tl,P(,V. I] SW I08 ]Wb IWb 0901W 18NW Y/nlBd 9YI Wl Ylb ]InIW 9NIA BWA 9WA ]11b 001. N YAb IAneAom®L16•MIn OG/bMde4 (ereMnr)tlry(Ftl.3Y 0P41W NW lbe WA WA WP Wq Y21W WA. HIA N/q WA WA G1]IOv 5n]IM H30 mn I bcMn®PSYn O.G./W9v3Mye CY%/liq.9! 2NNe IN. SIlfb 1Yd0v 10BB0e WnWe 9N IOv WA i0016n llelbe .1. tm 1b, 8Y]0e 0091M Mo.iW'Nmr.IF41B WA MA WA WA WA WA WA WA WA NIA. N/A WA WA NIq N/A fiW I. INI. eArcM000.A•Mh OG/VAp 4100 B3]Y1 1]Sde INOe III Ne ]filtr Ullb 1415e ITJb INb IIlb im De _ tArt1Y/F4¢ffb OT 3Ambc%.1.9Y 1..Sv0l-/]-O4 GL':Me 1W¢1 `J00B :.'ALa 3]Sb '.. WA: tJA:J t✓A, '. Y'•.. �tW1 W!. MA NP WI _1N�_ N2W. 5NH' ANCHOR .. .- -,•. •• TABLE NDTES' �' - _ .- .- 13W--r-r126V• FIGURE I: FIGURE2: • '�• B 1) SEE SHEET I FOR INSTRUCTIONS ON USING THETABLESAND SHEET aFOR INFORMATION O • ON LOADING. SEE SHEETS 24 FOR GENERAL INSTANTION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHSAND/OROPENING WIDTHS ISALLOWABLE, FIGURE 3)MUWONAND MULLION CLIPS SHOWN ARENOTTOSCALE FOR EKACTDIMFNSIONS,SEE 3250' 3.250' SHEM 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTMMONS ANGLE ANG MUST SHGWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMAFE HOLE LOCATIONS. CUPe BE USED 4)SUBSTRATES: CONCRETE SH.LLL CONFORM TO AC1301 SPECIFICATIONS. IIOIlOWMD IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (MU) SHALL CONFORM TO ASTM GW. WOOD SHALL BE PRESSURE -TREATED YELLOW Sr 001OUTHERN PINE WITH AN SO OF0.55. ALUMINUM SHALL BE FIGURE4. FIGURES FIGURE B: W63-TS AND SEA MINIMUM OFd00-THICK. 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(W41 Re[MdPWi! rlEllllby, 161y Tp/fnVp Ret1Yy1 TnP'IBery.Red.'CpWuf ImNN VstlN ImON Lwti9 LeN6H lnvelr9 LmGW IamN IOW WaSW 136'a211' I(KIN IcanO Loa9q Lw1N Inn1Y9 IOa9rV Im91'9 L'e0e t36 Alum _ t gtg t j ' o _ $ �• §_! t g F g r� 704Bull.. � ap.l lag >ffi. +ne- an rmx � las v10 tmo ® 1aa av m1 >s 1xe <tf mt 2 fxt <r, at � Ix1 311 enl 6a tx1 <n m] se +xe. n1 ul ]a r]al <n .1 an wo �„<LL L:.i '� In. YC Ot.< Nl Al <63I 101 F' ` vO lad 3H N] iG h6 ]t< a15 W Tfle 11i J12 Ni JI< <BF 4.] t03 10.0 an MS !N 151 11.9 HL 516 - -2 3bi 16T affi e(6 .'d$I!fa ffi 61e Zm a\] 3@ 6].6 ana4< a® JSII® ST ]R 975 day 213 @1®p eta W 510 .1M. A N.a I b< YW '<S6 TA f1< al. 46 iS�Ter 1.6 Wv EO 330 318 <44 '[® vaa 310 i0.1 ha :l] a40 <11 3<0 21. ]IB <4•+ TIB bl Nin ,51.0 ]fe • TU 'AT '89 ]ta x2 Tet ]:d Si] 19 0u�1 3l3 TO! 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R ANCHOft GSP..,,..,y (OP-) x �eMICHOR CAP. - USE USETHIS REQUIRED" OORRSi WE-AONDIN TO CADACTTY RE SUIRED" CORRESPONDING TO AN ACNING,MSUREREGUWFM1WtTHA FORWE THE?aU OPENING. WHEN R IS LA0ERTFAN THE UECRED CAPACITY (FRO M THE TABLET OF THE SELECTED MULLION. R WLLL A'IELDAMINIh1UMANCHOR CAPACRY WHICH MAY BE USEDTO WPLFY ADD RIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACRY TABLE TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USINGTHE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS2{PCGFNER0.L:'+s^^J:3.'^N METHODS. I 2)LMFARINTERPGLATG�(e-M'FEN MUIl LENGiNS ANDARDPENING WIDTH°•I$_A4'O`NABLE 3) MULLION AND MULUON CLIPS SHOWN ARE NOT TO SCALE. FOR ENACT DIMENSIONS, SEESHEETS 21-23. HOLESTOBEDRILLEDINTHEFIELDFOLLOWINGDIMENSIONALRESTRICTIONSSHOWNONSHEETS2141L 2,1 RGURESSHOWSUGGESTED,APPROAMATEHOLELOCA s- 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI WI SPECIFICARCNS. HOLLOW AND GROUTFILLED -.lw CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM GS . WOOD SHALL BE PRESSURE-WEATED { YELLOW SOUTHERN PINEWRH MSG OFO.55. ALUMINUM SHALL SEWT5 AND SEA MINIMUM OF.IW I THICK STEELSTUOSTO BEAMINIMUM GRADE WAND.a WICK(1&GAUGE). STRUCNRALSTEELTOSEAT l.2WX1.11•X.12SMULUON LEAST.12S THICKANDA31 ALL ANCHORS INTO METALSHLLL IX ENUATLEAST3 SCREW THREADS BEYOND (INTEGRALFIIMUL-ION) THE MATEFIAL D10 & 012 ANCHORS INTO WOOD MAYSESTEEL. l"S.B.011410 S.S. Papl(uUon Date O51261202T I r iBy ap Im e=e e0ntml i ..Collor. LL11,EN11 Al t R. P.E. # W705 io:ux�v '133HS SIHl S39NtiH�! Y z 4 s'33esi nw -_ - — SNOI]]f1W 38N. WfiNIWfl7tl _ __ _ ,, Y;naas3asrrpW-rry �nl'S3D:isi t , r •� f NW w.wwe 7 �; ;! d9 NPe•'k�fuoe�im � � g be 4, "�: ,H a3. .~^. T, A .^. •� s � Nrnm'Jh sn ? � � A � � C A .: R + R Nm n/•e-W � � � � � �i A - �� QYlew ^ ^ �CI$E"5 m •: a � NV.N,mPw tl � � 3 & ti' 0 0 � S : R FA ee IAl,.m) R R C m h ry _ 1 T � E f a� Ni Jo uw H p (.�fvVbatl "� F n 3 i A n i NPeM(i1,1RVW P .`e_ q.- , a � ra' L' •: �� l.aDceMn N �.°R:IVW ',(f � 1� rE� - b. Fl � � C i N � X C F I.m i+nN.n A 9 8 si v .�. - m w(wo�vNn R 3,j x 0 3 5 S 0 m (W wem+w ink Z sl IRAs€ ii 30000 -'.�uu 8 teJ c�mN.4 A f S S S S R s I F 'A'® m N ; '_ `\\\\Illllly/rr w .... c�a ma O�W 1 1INN J 4 E [ ?��K111W3J0 3ggiglD$w9�amoW OOgmJ�`L� U� ;'a i LL6 Wi.JF3Z >R�>t2}OK j X BUQZ�O V—O 6e NQ O¢�G6 p= az Lei ^ W �p_fm t SWOFil - Zpp p� �Ny wwy OFJmF F a W2 mKz �v yNyO 2� IIIa�Fjj \� G] O ama'MN Q� QN �WOFw o �� p<Nid�am oa FES GZ N �Qt N �t9iy2YQ¢m D� �i ZZZ f��jgw0� �z \Y��u rt09ri_o 8 � naj Dpip�3 2 E €'p0 pU '�vmiiU W S4 aZ Z Z ¢ < O� dWYd Ijt66U R u r 3w zz wm ' „3 zw ¢ pU. u ZgZtip'x LLLL J £�O UYKpa� Yp .�N poi �ui0�N=J sp3m D gg go z �l l ym w m �m z > j �popDY�yry�,jj F Cw tr iS li aU�FJ� rc n m ¢[I S] 5 z¢ INSMOso " e 'e 0-5- P w o 3 V/N s y.ws Sy ! o deJ3�Sb�� �•r0 0 [IaLOJHoIaAdW oam; o o gs"� e9 6 �d2 01 J:o i§ m INeomP.a Nwmim¢mv &§ 8§ 8§ �_ k m R 3§ y Novdimpry _ �, y -� NP.Un-IPA " ( 5 6wwnroea CEt a 1 AIR F NP.eoimyuy ,, s'e NP.a+jmyap Now tlea89 XU. F evm weoom° 2 2 2 H 3 'O _R 6� n C A fJ A 9 NPeca�m prp ^_ e� s'ssiaaam��aRRR S 9 m 9 99 fl R p f 8. NP!egniPJV R � .. g� NPaen.mPW ' & eu aoi Pw e - 7� s Nr..enwrmw _ - Nroba £ 2 K RjOp NPeen�O 1kae lJ 4P.�i uam'w �- R 2 R R•S 8 B B e^i 8i A= °' QVIWO 4 a 1 z T .. - 1 1.00C'.r 4 -�-:J n "III-1 t.000, f-- .125 1 .125' z6Ga 2.1ar 1-.126' 1'Y.3'X. V^o N6UJON PXTX.375'M000N Dx'si6ALUN, 666}76 ALUM. 1'X27.4XXVIV LLION 606}TUALUM X'ECTION i j/ y i 1• %2.wx 657 MLIUJCN W0 PSRUM. X SSCTICN �. 1' :.!'! I 1'%].125 %.4MULLICN 5C9}TSAIUM. %SECTION •V� I 2000' ill XSECTIUN 2125 U-C 2000' XSECTON t I I y �B06MLTe RUM. .125' SE .125' IC41 IF I .1zs'r I f F- .37W MM ' :75• e.mv--- LILT ^EREtO 3.125 _mot CREATE FLTw.5L7' �-DETM.F.61LET4 L J L_ _J 375 336'MW. q A UTaM- 606}Td ALUM. v OEVIEW g `- srANDAxD aw e46OPMEW . CENTER OF ANCHOR OFANOHEDSOUNMOSTLIE TOPNEW HOLE MUST LIE 5I17FOHEOSDUNOARGO. WITHINTHEDASHFD 611FORTHEACCOR O.O. BOUNDARY. SEE :E.MAXIMUMANOHORHOfE SHFETS5,17FORTHE 61L ANCHCR 00.\iETER+tl16'. ANCHOR OR, DISTAW,E. MIU_M "Xv, .V:CHORYOLE' SSW- �.il T DIAMETkH:ARCMOK'u-i• rMIN. DIAMETER+IH6'. T 1 I B I 1 f2E x].i6fi'%S6S MULLpN 666}T6RUM %.SECTION 375' MIN.-+ I- 2%SAIJGIf CLIP 60UL1. TOPMEIOPMELV CENTER OF ANC HC R MOTE MUST LIE VIf RBN THE DASH=D &'IUNOARY. SEE SHc�TS 61B FGR THE HOLE DUOC.DISANCHO D MUMANCHOR HOLE OI4METER: ANCHOR DIAMETER • 1N6'. l.;dlufl (Nmanr�„U:Cal i9 PGT Parts • tiulllan 81E. GIip- MlgiCip Ugip An9lo 011p 1"XT'X.125'(5) EGSG5 666113M I e661118M I 660243M 66E511M 7°X2°X.37Y(6) 666114M W61119M 668244M 668512M 1"X275'X.376"(7) 69607 656115M 6E611213M 6SU45M GW513M i"%2.76` X.GSD'(B) 6fi608 666116M 6861121M 666246M 661 7`%3.125"%.F00"(B) "6B637M 6061116M 6681114M ('b6242M 666515M 1.2SX3.188'X.263'(72) 66647M 6661117M M1113M W241M 6WS16M 1.26'X2.11'Xd23(18) 69370 WA WA WA 663517M 11S%21P X.12S YUWON 6063TfiAWM. %SECY0.N mplWAn Valpe(In) For Mullion A IX25 1' XT X.126' Alum um Tube Mullim B 2.654 O 0.686 D 0.74D A B 1.125 2.404 1'::T X.375' WMninum Tula Mullion C 0.635 D 0.490 A 1.875 1' %275" % Tuba 75- .MATZ" 6 0.000 ' O O]57 D 18 A 1.312 1'X2.74X .850° Aluminum Tube MUM. B 3.CIX1 G D 0.476 0 B36 A 2000 1' %3.12S X .600' Alum -I'uW Muff • B l C 2837 0.:A D 119'"1 A z' 1.26'X3.188' X205'Alum Tuba Mull B 3.262 G 0.662 D 1.762 ' A IA13 .2 -2.1T .121•Allm TUbe Mull 13p!mtion NO. Sams G OFFSCLIP NOTES: 1,� B�ET}TBALUM A-7 1I TOPVIEW 1) HOLESTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �O iE `•'4/�J E 2)SEE SHEETS S9, 1261E FORSUGGESTEO. APPRO%LNATEHOLELOCATgNSd 0.NCHORO.C. DISTANCE A. L�3Yo1y�Tp�'11Q��(AW E. 3) SEE SHEETS 2.4 FOR GENERN. INSTALLATION METH00.R. 'T FL P.E.p 59]OS I -7lalr lr- -11DDD- _ t• � I i25'9 a•. f e 1=1i1- 25 � ,: IJ� E' � 1 Y. Th 082' •`t, .1 t ' tj'-C % r - t r`Z I 1..., ' o 4.000' - '1� 6TANGARD U 21Ta' nY 4.W 4000` 2625'' 2, XSESTOlI4 I OEM UM. 2.000• 2XaA606�T6A�W IP N n 2S-TBA On .125tjj37-V .12R' M1126' I X-SECTION I X3ECItON .125 N U ' .SGf•- CFNTEROFANCHOR I{DIE IAVS'i LIE YlIIIIIN THE y .125�-165• DASHED BOUNDARY. SEE S111-I, IS=FORTHE_ p W L 3/ HOLE OLMAETE AN OIAIE'ER /1 Tf ANCHOROC.MSTANCE. ^PXVAVM HOR 1 X9X1x5'" 1'X4 %]i6'� tX4E]]6' . P CHR 16 5 SOJ ID ID n o w MUCH MU1110N Th.JLNNI. ITHEpE1D 5000 -- -i �6. U W e0Bs10ALUM 3 BO6STdaUA 008 TB AL.TA. fl ..iTS ..nkA aAlP ar 3]6 ~M44 I xsEcn4u' ra.�•xsE4�1DN _ xsEnlxew :� -e 1..M1 I '-cErneF Sll6Era �� I1..,� � ,4 � _.. 1 � I I � z ._ -¢ _ zb _ 111111 1 2 _/T-L {' CNj'cRJ sis ^S^ jV .'.l`.. .1684J t? 1 _ t �;�, I.��•y %'i 1 i i I I METUEHOLE I I M1HESAS ES ,t h11N O D. i THEKDARY. I I I I I I BOUNDS ISV i I F U Q m 1 I 1 F FORTH 161] I I QZ 26]S4 1 ___I I_-_ 1 ♦_ MCHOIR F 1____-_-_I rl F Z 12 m I I I I DISTANCE C. I N Q 11ro e� .10P I 1 1 1 I DISTANCE I 'Z a 8 3.25P 396• 1 I I I I MA%IMUM '.- I W O n ,11XY 326m I I I I DIAMETER:J y N .tom . ______� I________a ANCHOR L___ ____, 1 DUMETER IIIT. _ Q M4" g 5$ O r.100' 624' E STANDAROOtJP U-CLIP W0 Tfs=m. .620" CENIEROFAVCHOR HOLEMUSI LIE 6053.11ALUN. 90W-T6ALUM. TOMIEN 8PP EE 1.260' 1' y .92m F- WRHHITNE DASHED BOUNDARY. BEE TOMEN TOFMEW PRODUCT REVISED 12r XIIxVX.tSm IIVX12SX,624' 1.x5•X3SVXMC SHEETS161TF0RTHEANCHORO.c TABLEC TABLE C. CONT. zcemplYlnH with tlro ReHtla .MULLION MIIM1UON NUIIJON DISTANCE, LIP%IMUMANOHORHOLEG22 BOISTS, . 60(EST5=M. 6MST6ALUN. OIMIEIER ANCHOROOWEIERe 10fi`. %SECTION X-SECnON %,SECTION yq�• 5.550" �-�' 1• � 9T5 .121 � BT .125 .M �} 1 W 3R / I 1 i I I I .125 / 12V 4S / 2.26m I 1 I I I 1 Dlmen4uY Velua 0.) Ppe NNlllpn: O Minton n Value On) For Mullion: a 1.m 1' 4'% $5' aunilNm ube Mullbn F O 1.836 D.600 126 X3R5' X,624' Allmimml 14be Mullon H 1 2650 1000 H l 1.438 3.25E F 5181 SXP% i,m&-n R+a 6'r F 2E25 fxs'%3ed' aum Mnm WAoi6 ( lr 2430 ..0001 H - 73253 I .500 n.: 0 H I 225E 4150 1.5M 3.250 125'X3.26• X.10m aunnml Tube Mu04n F 2E13 , SO'8SV M F 2.fii5 45'Bb MW BuiltlmH NOA-ND. I n 17-0638.01 Eepwnon Daee O5Y18/2021 M�Ipml etle c Centro I a I 30• I 1 I I H I ? a25m 1 ,r5 111U 1111� 95'BAY MUU.ION I50' I 1 .-I TABLE w /1 WBAYMULIX)N 60W-TBALIIM. 1 I POTPeIIH ._______� ._ _____� Nu11DMen4bn `, ��0 .......... MX 6M310ALUM. 1 / %SEC1gN (deetp) Mullion SM. Clip O6ml Clip ULIip AnpMCIID wQa' UGENBF'+C ' E'SECTX)N 1 1 I OFFS1.125'110) E99� 666111N 6661122A G881111M LS6510M i C S O ETCLP M WSMON. 50]OS r 1 .125' BOfi&TEKUM t•X4.1E,]]9(1MESS M6112M EM1129M fi662�A1 E *_ 326'J I-..,9E1'�i T4. TCWIEW 1'%4'X.324TVL11) MESS 6E112M 6E61123M 66E212M MH610N : NOTES:1.25'X3.2fi'%.10m (13) .'O16WN31R 6M1121M M81129M fiE024fOM 86M115N n :1] 1.25'X3.M'X.fi2P(14) 20181=315 1(011MM 6E61125M SES2411M 6654116M :OT'.• STATED 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ® ''• DRI 1.xA X3.94'%.826'115) 20162 Gfi01111M M-0112EM EE8291M MMIiN O?... � i�lOsS G•\1�5� 2)SEE SHEETS 10,11,1915. 19620 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. mvcI;ml(IS) 61,649 WA WA WA 666511011 /r]�0M1AL1E�1`a 00,..(20) BoU'D WA WA WA 6MS111M ALYNN MILLER, P.E 3)SEESHEET52d F0ROENETWLINbTALI MMMERIOD3. U FL P.E.#59705 I I I TABLE E_ ,J,7yILD1lPenson B (sh4¢liFl '„PG(PaNi I ✓. Mullion: -.'Sid. alp.' Ud11P An81e C1Ipr 2 XO X 25• (16) 06602 ' 666261M668271M1 NOS 12M 2"X6 X.2S(17) 68604 666262M 666272M 566511310 i7ii'115 i7ii'115 SMP U LLIP I 2eos NTe ECUP 0p0}TBALUM 18 UUK 2125' BW3T8 P1UM. 400}SECTO M. %SECTION X SECTION XSECTIOI4 2.00E NOTE.. ,12V 125' .125 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWWO 1 DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. T L ( p 2)SEE SHEETS 1b1T FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1.49V-1 —5.W0 3)SEE SHEETS 2.4 FOR GENERALINSTALLATION MMODS. LU HERETO �35W �i CREATE am I � 3T 5000 _ {{ MIN 1 3T5 2DW ~ , ES fMlh. r M0V _ • -j - f r-- --'. I_ T.--.1 Iu_ _ 1'{jk I.i�:. II r , —_"�_ f 4.000" 11I - 150' f—_—_—___ 2'XVXSSI 5 UTs O u 3436' i B kSECTION I I I I 3]5' I %SECTION I I I j j-MIN. ---- -- STANDTO ALUID U.CUP, SO6}Te ALUM. S606NT6 U% 1 CENTEROFANCHOR HOIEMVST UE 6003T0 ALUM SEO FOR 2'X4"MULLION 9NFFT to CEMEROFANLNOR HOLE MUST LP 806}T6ALUM. p WTHIN THEDASHEDBOUNOARY.SEE TOPMEW TOPMRN WITHIN THEDASHED BOUNDARY. SEE TOPVIEW DISTMO 31]FORM ANCHOR MILE SHEET510-TT IMUM PNLRHOUE DISTANCE NAXTIUM PNCH00. HOLE CENTER OFNJCHOR HOLE MUST LIE OISTANCEMAXIMUMANCHORHOLE DIMIEI'Jl ANCHOR DUMElERa 1fl8'. WRNIN THEDISHEDBWIIDMY. SEE DIAMETER MICFOft OW4ETERIll1B'. ABODES SHEETSE FOJMAN CRFOL. Rom. DISTANCE MAXIMUMPNCXOR HOIE BUDEing CUTIEIIETO DNMETERANCHOROIAMETER�I/16'. 5.00C' NG"m 3.5W- LREPTEF{UP. .375' £ I _sEE OEIAaF .3T5 �.3T5' E.PintiL MIN r f-MIN. MIN. ,X6-xw MULUON fl TSALUM. X-SECTION _ __ I I ______ I I L_-__-___ I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I 4.668' 5.4 I `- sTawoRo clw TOPMBOWM TOP VIEW =111010 REVISED 17-0E30.01 3T5' E M1hvm aP uel entrol I _____--- T-------------T I I I I I I I I I �. 5.438' I LYNN a�p1Y u NO. M705 MIN. _ ��TSS/OtR 6oa3iaLuuM. sTaLuuuP E,,`�`G��• AL USED FOR 2'XB'hNLL10N. BHEET t] TOPVIEIY A, �Y'(MhhILLER,P.E. TOPVIEW EXAM PL ' SINGLEVERTICAL MUEON WE BUILDING5UMTRATE IS "OWN TOM WOOD ON ALL FOUR SIDES, THE WNDOWFMME OEM IS MW.THE OPENING REWIRES A DESIGN IHLt)UF r.eVww V�or ';''11NTTIALLYPSEUMINGTNATA]'• IS SURASLE=,THE MULLION LENOTM IG72 AND THE OPENING WGTE IS31'+32+P=65',REF@RENCING SHEET 25, WE COLUMN WINKS y,-%.. fp AVL11DRSNHEAD f WIDE MULLION HE UBEB SCAN THE N,ULWONTAB.ES'FORA MULLIONrIHAY; IS AT LEA$iLTNiE-WINDOW iRAMEfJSPIN0 21141 PNDW LLbEEf Oft IXLEEDTHE SCANT THE REOUNED„ ,xR)EQTANGULAfS LOADI(VG'MUSf �— ESIGN PRESSURE OF WO'-60 PPSF IF NOT SHOWTMEXACTSIZE USSWE NE%T LARGER SIZEAVAIIABLE-.; ) n - TSSOPENING WIDTH er}O�MEETS'kHEDEP]N REflUIPEO, MOWEVFJi THP0ESI0N'PREs5LRE15 H-59.3PSFANdWO{ILD. FENF3TRT11ON DETAILS, FROMTRBLE30.1 SHE Y TAEILX2 ]5%3T+MULLIONILENGTH NOT BE SUITABLEFORTHMAPPLICATION. 'Y aRaouc3 snEEts Aa YX 275'MEW NUILION(LENGTH•7.-, OPENING NOTE 70-) HAS A DESIGN PRESSURE OF'A7;L FWHICH E%(:EE05 THE REQUIREMEMSFOR TI02' .°PRwAJ\ FROM TABLE 4A. SHEET 8,"THE OPENING AND MAY BE USED IN THIS A'=PUCATION. NOTE THE ANCHOR CAPACITY REWIRED OF MIS LDS. H LENGTHTARPS QUADS E (4)X12 ANCiORSANDTHE 2JL9 GOULD FUSED, STANARDCUHTEMIER OINSCUP4NTN ANGLE CUPS WV (4)Al2 ANCHORS HAVE A CAFgG'[T' OF R:S LBS. THOUGH ERIOiP.ONE WULO BE USED, WE STANDARD CLIP IS FA61ERT0INSTALL WV )#12 ANCHORSHAWrtN O-F IM. THOUGH Z U ] uLeT is. TIiE DESIGN PRESSURE OF E FENESTRATION PRCJIIUT'WITH THIS WTHIS MULLION SYSTEM.24 THELOWERUESGNPMSBURE.MM MSORFENESTMnONPRODUCT',WJL 3)VERIFYTH Si2`TB APPLY TOTHE OVERALL M.SFI.�LY. FINALOESIGN PRE.U'URE RFCL'IRES THATTBOMTIELIU FENESTiATIDNPR000Ci BE INSTNIEOIN ACCORDANCE WITH TtiE MULLICDTHE INSiAl1ATON SPSCffICATONS INTO RESPECTNE SUBSTRATESPNO FcN'e..'TRATON PRODUCTS TO MULLION 's j F THEO ICV P?ESSIIPE REQJIRFO WA.-460.O PSF. THE OVERALL MULLON SYSTEM WA50ElERMINEU(OBc)22 PSF WRH ANANGIOR CAPACITYOF tl3BL03. PLTERNAT,Yr1Y W O NUNIMI wN%YOVOt� IN'IHIS E%AIAPLE. THE ANCHOR CMlGITYF JJ TMC74r FORMULA COL D FAVE BEEN LSEO ip CA W[A � EANCHOR JWACRY W:WIRED FOF THE IXACF DESIGN PRESSURE OF EO PSF. s FSF)X B�teS-15266LB$""'(MAY B LMLD R, QW LIRYU 10 STE[i MOMTABLE qj I CfG WUTH (60 ADD �l1:. ITHE • z m'� '_f•MU THEliAMBS AND USEBACfREiO THE WINDOW FRAME DEPTH IS Z-LO OPENING REOUiitESA L $ II� C BUILC�G.'PSF�TE IB KNOWN TO ON DESIGN PRESSURE 6F+50.01-55'a PSF. j FOR'HEVERTICALMJRLION: IQ1-- Z Q rn 1)INRIALLYASSUMINGTIIATAI•WOEI,IULLIONISSUFMB .'MEMUWONLENGTHIS32'72+1'•IDS'MDTHEOPEMNGLMDT IS3T*3V+l'•73'.REF TiEI4CING BHEET 25, QQ Z ~ THE COLUMN USING RECTANOUTAR LOADINGLL TI SHABE USED. SCPNE MULLION TABLES FORAW.LIONTHAT LSAT IFASTTNEWNDOWERAME OEM OF 2SB'INOWILL J ama ii[ MEET OREXCEED THE REQUIRED DESIGN PRESBURE OF+50.0/.SSA PSF. IFTHE TABLE DOES NOTSHOWWE EXACT SIZ�USETHENEMLARGERS�AVAILABLE. EXMPLE Y: MULTIPLE MUI-UONS ' FROM TABLE M.SHMT 7.THE i'X2.75'%.37S MILLION (LFNGM=108', OPENING WIDTH= SOY NESTS THE DEPTH REQUIRED,H.OWEVERTHE DESIGN PRESSURE IS+A15.1 PSF K m 3 ..MT... " MUI-L lx-�(- sI221g2. A.NDWOULDNOTBESURABIFFORTHISAPP'JCATION. OF JJJCCC Q a W � L FROM TABlf 120.5HEET 16.THEYX4•X JtSD'MULWON(LENGTH=108', OPENING WOTH=W)� ADWIGNPRESWU OF.W.7PSFWHCHIXCEEDSTEREOUtiE WS TABU 16. 2-X 4' 250MULIION(LE (LENGTH! IEA4CH.NING WOffYRFAVIRFD Z ENI�MDA.SHEE FROM BE OF 911IB5. %O A( g �+D 82' , MC sPE BECAUSEITISWWKNOMWATTI W. UWONWUA 02-TOTHEIYQ OFTHEMIILLEDUND,THEMJUSTED .NINGWDTHISW.3V.+ 7e.WT7XMPRENOUSLY FFAESTRAPCN DETAILS. SMff.ETS ASSJMED.WRIFYTNATTHEDESIGNPRESWREISSnILL PLK:AELEFORTHEADJUSIEOOPENING. ALTERNATAELY, THE WINDOW WIDTHS MAY 9E REDUCED TO MAIMNN REVISED PRDGUCT6 Apgypfµ 2a THE 73•DIMENSION(35-1/1a35.17ZY2`+73'7. PIYIOBWIm M. FlPHda IEIPS - \- 2)USE TABLE 120 TO FIND WE ANCHOR TYPE, ANCHOR WANTI'iY AND CLIP TYPE REQUIRED FOR ME CONCRETE SUBSTRATE. IN THIS EKAMPIE, ASSUME THE POURED [P�RODUCT P AN.. 17-0630.01 CONCRETE HEMERAND SILLARE VWOE. IF THE MULLION CLIP WERE TORE CENTERED WTHIN DIE B% CARE MUST BE TAKENTO MNNTAINWE FASTENERS EDGE DISTANCE. H THE STANDARD CLIP WITH(6)3116• ULTRACON ANCHORS ATM EDGE DISTANCE OF 2.1R' GIVES MANCHOR CAPACITY OF 1050 LDS WHICH IS GREATER AND pl-Uan Dm. 0512612021 MUULI%IUSING `SFF `6F.E THEREFORE SUITABLE, FOR WE REQUIRED ANCHOR CAPACITY OF WI LBS. xcm _ SMET62J SHVET> FOR THE HORIZONTAL NULLpNS: Mi. Minm MENNG HFJGIIT BECAUSE THE VERTICAL MULL W UL BE A 2-X 4-% 2W MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND WIFTCA! MULLIONS. ALTERNATIVELY, ANOTHER eWED. FOR ' � MUI.Uu`N TYPE CON DRECA1fXiEN LOADNG b:AVBE. - O NCTW FE)AIOAIJTRIPNGNM MONTAUEIA 71'.NDHEICHi=1207HKQUMDO PRESSUPE OF+i 1T0.0 PBF WHICH EXCEEDSTHE SHEfST ,WE-2' 4-X.25E`MUW32'+T2'N2=105SREFERENCING-HEEP'>'TF.ECOMStGN ROM TABLMI THE1 OF521 I.M. YBEX EDINWlN(19L=ON.NOMO fLEQL:REMENIHFORIHEOFENNGAND MAYBEIISEOINTHIS APPUCPTON. NOTE THEANC40RCAPACITYREpUBiED MOIJ! EOMNiN SH CETM EIUBTO TYPE, ANCHOR CLIP PORTING LMUS E ERE i Z. Sffl9 WUANEV. CA ANGLV®SMEB' GE DISATWLE,ASINGTHE IEQUIR WITH MNNT!NWEMICE FASTENER5 ANDEDISTANCE USITABHE SMUSPE TAMINT FASTENERS WIDE CUP TO TNESANANCHOR BETARN WIDE FTHRACONMULLIONCHORS F ORWE (4)316 ULTRACON ANCHORS gTAN EDGE DISTANCE OF"CNESAN ANCHOR LMACRY OF540L53 WHIW IS CREAIER,ANO DIEREFORESURABLE.FOR THEHEQUIREO AT EDGE OFv IL ILIIIIIII ANcnpR CAPAcrtvDF szl IBG ,`LYIVV ' apNY..... `AY.%-1.10ENS: sA'.xoxlL �� DA'.HORR - I QFORTHE U4LIP INTHE HORIZONTAL}AULLION TOVERTIGAL MUWON, USE THE SAMEANCNORCMA.CRYOF 521 LBB. TABLE 178 FORTHEU-CUPSHOWSWEANCHOR REQVIREMEMOF 521 LEIS.THE J o N F•-'C�. Q' uNLLLW1N NnLLLA GAPACT7YIS 1074 LOS WHEN USING 3 ANCHORS, WINCH IS GREATER AND THEREFORE SUITABLE.FORTHE REWIRED ANCHOR CAPACI z .f1 QPEMNG WII7RI FDP V73iTGLM1LL� ANCHORTYPEISAPIZSTEELSCMW. s�.�.: ND,50705 FROM THEABOVE STEPS. OURMULUON DESIGN PRESSURE IS: '//,L� _ N6/.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PEP FROM THE W HORIZONTAL MUWON ATTACHINGTO CMG; A. c �•:✓'/Y� ATEFq PEP MOM THE 3V MULLION ATTACHING To THE W-NM MULLION �.�ORION,G��� THELOWEST DESIGN PRESSURE ILO STAL IEd]PSFIWDWDUtDMPLTOALLOFTIIEMUWO(NSE�wN)SS ONAL1 VERIFY THE DESIGN PRESSURE OF WE FENESTRATION PRODUCTS USEOWITH THIS MULLION SYS'TEM.THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION PRODUCT BE INSTALLED IN [[[[ v; `Vl`1, 'v �I.tX = PRODUCTS,WLLVERALL APPLYTOWEGASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THEBCTH THE MULLION AND THE FENESTRATION A,L P-E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECRVESUBSTRATESAND FENESTRATION PRWUCTSTO MUWON. LGi FL P.E.958705 [ Y EJCAMPLES OFRECTANGULAR LOADING 5 r_ t ENAMPLESOFTRAPEZOIOAIRRIhNGUIMLOAOING. Sr I i I L04nN OFVENPOALI ULLION LOAMNGOF VFRT CAL MUL.'Hv I III j GiLL OF WINDOIIR OT NICHOREO WRH INt EFaECTINf HORI; G1TAL!"IILI TONG I � _ f 11CMV PJ! LOADINGOFHORIZOWALMUWON LOADING OF HOMCWAL MLLLION �..� /// �Y I, PW LCADINGOFY WiCALMUWON LOADINGOFNORZOMALMULLION SLLl.OF 4MNDONS NOT ANCHORED WRN INTERGECT:NG VERTICAL AQIWON I pAlfiff �I� —r LOAOINOOF YcRTCAL MULIWN LOADINGOFVERTICALMULLION PANELOFHINGWDOORISNOTCA WT OORANCHOREO WITHINTERSECTINGHORIZOWALMULLIONS LOADING OF (Z) HORRONTAL MULLIONS Lf I 1 r/ �LII,0 ot.�� LOA3WGOFVERTIOAL , ' LOMNG OF HOWOHTAL MULLION MUWON PW PW P O"JERRIALM1ULI.OIV' . wl, Ld go 6 0 Pw ^ N Y Y Z U O Q O O "Np N SHlOH 0 p 4� a 4 / PRODUCT REVISED I Ith the FloHEv e.uielz �O� No".. 17-0630.01 E Tra6on Data 05262021 Of HORIIDWAL LOADING MTv ePm'wtc"r.e MULLION NOTES: 'RERR IHNTATIO CONFIGURATION&OFTIRICAL CONFIGURATIONS NS NOT SHOWN MAYBE SIOMPOIATEO FROM MY B5 EWFA THOSE SHOWN. Y) IF THE LOADING TWE CANNOT 6EDETERMINEO•USEr- RECTANGUTARLOAONG. �' 11GENSE •'•.`! FP 3)GEVA EPRODUMVAPPROLFOR `*� No. 59705 ACfUALANCHOft LOCATIONS. n, •*�*_