Loading...
HomeMy WebLinkAboutNOAI SCANNED BY St. Lucie County -:M1AMMADE .- -. MIAMI-DADE COUNTY • a PRODUCT CONTROL SECTION < DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) - 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.zov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 " SCOPE: This NOA is being issued the applicable rules and regula6ors`' governing the use of construction materials. The documentation submitted has been reviewed and accented by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other teas where allowed by the Authority Having Jurisdiction (AHJ)'. This NOA'shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami bade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product�or, material tested for quality assurance purposes. If this product or material fails to perform in the accepteo tanner, the manufacturer will incur the expense of such testing and the AHJ "may immediately revoke, mo ify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acce tance, if it is determined — ade County Product Control Section that this produ aerial fails to meet the requt f the applicable ding code. This product is roved as described herein, and 1 een designed to with e Flodda Building Code, includin the High Velocity Hurricane Zo - DESCRIPTI N: Series "SIH=7700" Aluminum Single Hung Window L.M.I. -APPROVAL D iJ1V16 N1; Drawing No. 4040-20, titled "Alum. Single H e indow, Impact", sheets 1 through 11 of 11, date revtsron pared by manufacturer, signed and sealed by Anthony Lynn , • er,y['.E., bearing the Miami -Dade uc o I Revision stamp with the Notice of Accept an number and expiration date by e Miami -Dade County Prod ct Control Section. MISSILE IMPACT TINq- Large and Small Missile Impact Resistant. LABELING: Each ur -b2!k bt'ar a permanent label with the manufactu name or logo, city, state, model/series; and following ent: "Miami -Dade Con Control Approved", unless othern ise noted herein. RENEWAL of this NOA slia4'6'e considered after a renewal appliceivn has been filed and there has been no'change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA:'will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: Tlie• &J NaA number preceded by the words Miami -Dade County, Florida, and s:• •r. followed by the expiration date'may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be doneef1'its entirety. ,r,. '.INSPECTION: A'copy of�tl++.iis` entire NOA shall be provided to the user by the manufacturer or its distributors and shall be avai&6i6.,for inspection at the job site at the request of the Building Official. This NOA revises NOA# 1�-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mezi ed above. r' The submitted documentation_ Avis reviewed by Manuel Perez, P.E. NOA No. 17-0630.08 MIAMI DARE COUNTY s' �i �i 7 Expiration Date- IYIarch 26, 2021 "' ; <,` �� Approval Date: November 30, 2017 :..z Page 1 r PGT Industries, Inc. K A. DRAWINGS 1. Manufacturea's die drawings and sections. (Submitted talde'r NOA No. 05-1018.01 and 07-0322.06) 2. -- Drawing No"4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS " 1. Test reports on: l) Uniform Static Air Pressure Test, .Loading per FBC, TAS 202-94 11M- !2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclio.Wind Pressure Loading pet FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed,widdow and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,`- &aseal®.spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer stem at -insulated glass, prepared by',Fenestration Testing Laboratory, Inc., Test R its No. FTL-8717, FTL-8968'' and FTL-8970, dated 11/16/15, 06/07/16 aril 06X2/16 respectively, all signed -and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.06) 2. Test report's,6n:'1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 .' 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 e'r i5) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with m&16Ya-up drawings and installation diagram of an aluminum single hung window, with'fin'frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F'17§4957, dated 10/03/06, signed and -ealed by Edmundo Largaespada, 11 a- P.E. (Submitted irnderNOA No. 07-0322.06) 3. Test report's-on:f?1) Air Infiltration Test, per FBC, TAS 202-94 a.,2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per'FBC, TAS 203-94 , along with m,:arke.,d-up drawings and installation diagram of an aluminum single hung window, wiff fa frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTf :-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edtnun3o Largaespada, P.E. (Submitted ufWi' NOA No. 07-0322.06) I: ,d r> Manuel er P.E. T11.1 - `' Product ControtEx#niner as NOA No.-0630.08 Expiration Date: March 26, 2021 ' f �! .. Approval Date: November 30, 2017. i E-1 1K J , t.. S. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNuNUEll)', r 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 fP) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung i window, with -fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. PTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively, both signed diid9'ealed by Edmundo Largaespada, Y.E. (Submitted uhder NOA No. 05-1018.01) 6. Test reports ori: 4) Air Infiltration Test, per FBC, TAS, 202-94 -2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ?' :6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with maci:ed-up drawings and installation diagram of an aluminum single hung window, with` fiii'frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11105, both signed and sealed by Edmundo La ga&pada, P.E. (Submitted ui der _NOA No. 05-1018.01) 7. Test reports bii:..Ij Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.`FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively, both signed 'aids ealed by Edmundo Largaespada, P.E. (Submitted`)'h'' ' , NOA No. 05-1018.01) I L, is Man iel ere P.E. Product Contr 1 Exa in NOA No. 7- 30.08 Expiration Date: March 26, 2021 ..`,� Approval Date: November 30, 2017 f E-2 s: Tr PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS-.-,. 1. Anchor verification calculations and structural analysis, complying with FBC 5t° Edition (2014) and FBC 61h Edition (2017), dated 06/22/17, prepared by manufacturer,.signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). r E. MATERIAL CER 114ICATIONS .1 1. 'Notice of AWiptrnce Noa 15-1201.11 issued to Eastman Chemical Company (MA) :x for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. I 2. Notice of Aceepfance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultr'aclear, Clear and Color PVB Glass'Interlayers" dated 01/19/17, expiring on 07/08/19. it F. STATEMENTS 1. Statement Iel tefof conformance, complying with FBC 51h Edition (2014) and FBC' 6eh Edition'(1017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony LynnMiller, P.E. 2. Statement 1eh&] `6f no financial interest, dated June 22, 2017, issued by manufacturer, signed and sdilcd by Anthony Lynn Miller, P.E. 3. Laboratory coinp%iance letter for Test Reports No. FTL4957, FTL-4958 and FTL- 5063, issued -by Fonestration Testing Laboratory, Inc., dated 10/03/06, signed and> s sealed by Ediiido Largaespada, P.E. (Submitted uA4f NOA No. 07-0322.06) a 4. Laboratory ci in iancc letter for Test Reports No. FfL-4646, FTL-4647, FTL- 46489 ? FTL-4649, FTI<=4650, and FTL-4723, issued by Fcnestration Testing Laboratory, i Inc., dated 08/.10/05, signed and sealed by Edmundo Largaespada, P.E. tva ". _..t. - (Submitted under NOA No. 05-1018.01) 5. Proposal No 216-0125 issued by the Product Control Section, dated March 09, 2016 signed by IsfiagChanda, P.E. (Submitted `under previous NOA No. 16-07I4.06) - G. OTHERS r p' 1. Notice of AcC pi2nce No. 16-0714.06, issued to PGT.Industries, Inc. for their Series "SH-700" Alum hum Single Hung Window - L.M.L;lapproved on 08/18/16 and expiring on 63`/23r21. x '4'7 _ ah r , P.E. +•` - Product Co rolE aminer NOA-0630.08 i-.?,•�i� -% Expiration Date: March 26, 2021 Approval Date: November 30, 2017 `e rij E-3 i 6 E .. GF.NERAL-NU 1 L6. IIMNAl l WNL Lt r1UIVU I'LHINUCu ruvu Iry I �Aarv-rl ruv v - INGOP ION . SEEDETAILSONSHEET2p:-"' - - A. W16'L ' SISTING OF(2)LITES OF I/8' ANNEALED GLASS WITHA;090' KURARAY TROSIFOL°PVB(SYKURARAYAMERICA;INC.),/EI3._L, .090E SAFLEX 'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5116E LAW CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A .090'KURARAYTROSIFOL'PVB(BYKURARAYAMERICA,INCJOR.090"SAFLE)e PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C: 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A �.090" KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR.09V SAFLEX° PVB INTERLAYER (By EASTMAN CHEMICAL COMPANY) D. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL° PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7116" LAMI CONSISTING OF (1) LITE OF 3110-ANNEALED GLASS AND (1) LITE OF Nl6' HEAT STRENGTHENED GLASS WITH A KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX® PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) .090E F. 7AE" LAMI CONSISTING OF (2) LITES OF 3116E HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13116' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND Wl6" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR .090E SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) .090' = H. 13116'L Nll IG: (1)LITE OF I/8'TEMPERED GLASS, AN AIR SPACE AND S/16' LAMI CONSISTING OF(-1)LITE OF I/8" ANNEALED GLASS AND (1) LITE r •v R:"' OF,1/8")¢AFSTRENGTHENEDGLASSWITfFA':090"KURARAYTROSIFOI PVB (BY KURARAY AMERICA INC) r ';'OR1tl90SAFLEX:°PVBINTENEAYER(BYEASTMANCHEMICALCOMPANY) _ I. 13116 LAMIIG (1)LITE OF 1N TEMPERED GLASS; AN AIRSPACE AND 5/16 LAW COON u-04 OF (?)LIT cf 13 HEATSTRENGTHENEDGLASS n. S+. •::r:°- +'*�^° - WITH A.090'-KURARAViRO51F0-L�' PVB(BY KURARAVAMER1Cf INC)ORf04WSAFE5X®OVB INTERLAYER (Be FASTMANCHEMICAI: COMPANY)'" J. 13/1W LAMI IG: (1) LITE OF 1J8" TEMPERED GLASS, AN AIRSPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/1W ANNEALED GLASS WITH A PVB (BY KURARAYAMERICA,INC.)OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) .090'KURARAYTROSIFOL K. 13116' LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OFV16' HEAT STRENGTHENED GLASS WITH A.09T KURARAYTROSIFOC PVB (BY KURARAY AMERICA INC.) OR.090" SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMYJAL COMPANY) L. 13116' LAMI IG (1) LITE OF IM" TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3116E HEAT STRENGTHENED GLASS WITH A.090'KURARAV TROSIFOL PVB Y KURARAY AMERICA, INC.)OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M. 13H6- LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH A .090E KURARAY TROSIFOL *PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) CODES / STANDARDS USED: �201) FLOftI.ADO ILDING CODE (FBC), 6T1 EDITION . �201d FLORIDA BUILDING CODE(FSC), 5TH EDITON' OASTM El30"4 :ANSI/AFSPA NDS-2016 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADM-2015 -AISI SlW-12 �AISC 360.10 NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES ....... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 5 PARTS LIST.......................6 EXTRUSIONS ................. 7 Metedel Mln. Fy I Min. F. Ste61 Scm 92 ksi 120 ksl Elco UlmOo FID 155 ksi 177 ksi M0 SS Elco CreteFlex® 127.4 ksi 189.7 ksl 6063-T5Allurinum 16 ksl 22 ksi A36 Steel 36 ksl 5B ksl GE 33 Steel Stud 33 ksi 45 ksi 2. CONFIGURATIONS: "OX' (111, 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 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS B THROUGH 11 FOR ANCHORAGE DETAILS, PItODUCf R6YLSFD F :-5.'SHUTTERS'ARE'NOT REQUIRED. '. • + - ". C.,j ,, ._ - • c., . 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. o�imas coax Acccptsce ' 4. WF r?D21 7. REFERENCES: TEST REPORTS FTL4645, FTL464B, FTL4647, FTL4848, FTL4649, FTL4650, FTL-4651, FTL4723, FTL4957, FTL-4958 AND FTL.5083. ANSI/AFSPA NDS FOR WOOD CONSTRUCTION M.n Dom Pla .l ALUMINUM DESIGN MANUAL 11111I LTNN '/'' ', O `..••CEN J SF'' 8. SERIESiMODEL DESIGNATION SH700. ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLOR16A BUILDING CODE• INCLUDING THE HIGH VELOCITY 1 HURRICANE ZONE(HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONSWITH TEMPERED CAPS (G-L)ARE ALLOWED. �'0L �' ITt�O:z 10N1ECHNOLOGY ORNE �' N VENICE R3dZl5 GENERAL NOTES ' �.;�s . 0RID..:'©�2�c �''xS��NALLE 19H)400.1603ALUM.SINGLEHUNGWINDOW,IMPACT `� CERT.OF Au)H. p29205 JR B308H7 G I/Pf1ATmANCHORAGETO fBO2017 amp+ s m..�� p, A. LYNN MILLER. P.E. - . - . a - Ds,n o�,.., nosy.. y ,: "-->... -: +: ... °°'" Ems° '" SH7ou NTS. 1 e 11 ... 4040-20 .T G FL P.E N 53705 ' . 1/T NOM, GLASS BITE 1-NOM. Part# - Description - Material 71 Kom=ng 4SG TPS Spacer System -" See 72 Quanex Super Spacer nXrwith Hot Melt Butyl mis Sheet for 73 Quanex Dumseal Spacer Materials 74 Cardinal XL Edge Spacer GLASS BITE REFERENCE TEST 1/6" ANNEALED OR HEAT STRENGTHEN 0GLASB 3/16- ANNEALED OR HEAT STRENGTHENED GLASS 090 PVS INTERLAYER 090 PVB INTERLAYER 1-1 ZI 1/6' ANNEALED OR HEAT STRENGTH EDGLASS J 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 7/16- LAMINATED 5/16 ATED GLASS B 7/16" LAMINATED GLASS 83,84 or 85 . .. . '. NOTE:—, a-.M.: • !� " LAMI IG OUTBOARD EXTERIOR ,INTERIO L ) "' 1 .74 —1:. l' LRES MY BE ' I \_, —Al1 1 ; 6"'"tC " ;11 L'(ALL,BEQTIDN$) - `LUPGj2ADED T03/ 6 WITH NO CHANGE IN .gyp - DESIGN PRESSURE. KURARAV TROSIFOL 112'NOM. 1/2"NOM." PVBINTERLAVER or 46 GIASS BITE 46 GLASS BITE SAFLEX PVS INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 38 70 118'ANNEALED OR HEAT STRENGTHENED GLASS 3/16- ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVS INTERLAYER 1/6"ANNEALEDOR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 7116" LAMINATED AIRSPACE AIRSPACE 1/8' ANNEALED OR TEMPERED GLASS 1/S"TEMPERED GLASS 13116" NOM. 13116" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13116" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91 ALUMINUM REINFORCEMENT SILICONE HOT tdcLf (fOTxL PO UENE DESICCPNTfi'NOKEA STRUCTURALBUMENE-. Nib'NOM-20DlICi REVISED SILICONE 9ia'NOM. 5/16"NOM. ' ,SEAL •. Fk:. mPIY�"6 wi0 �k Flwide STRUCTURAL 1/9"NOM FOAM aM.Le SILICONE SEAL y'pl "n Cn,re POLYISOBUIVLIZ }rylTl{ ROLL.FORMED ytcnce lb / •OQ DESICCANT ,iDal WITH DESICCANT DESICCANT POMA STAINLESS STEEL Ec rvt Due EXT. GLASS EXT. EXT. GLPSS BY �..� ..: U,y,"\-INT.GLASS 44V/\-IM.GLASS LINT. GLA59 �'�• V-60-.y -, 11 KODISPACE Ts SUPER TM Ts DURASEALO T� XL EDGE'"' _ #? No.6B705''P " 4SG TPS SPACER® NXT OSPACER SPACER 'F CERT. DrAUTI,eZ)* AL UM. SINGLE HUNG WINDOW, IMPACT r�ra 1"` ® '- — A. Ly< TAILOR. P.E. SHJaa F011 2-+11 404"0 G FL P.E.058705 T -,RSF 111 FLANGE OR INTEGRAL FIN WINDOWSWI HIGHS OPTION BpSEDON'-ELi9NSTED; WINDQW TIP-TO-TIPFR DIMENSIONS.. .... ;.^. .• ,.WINDOW HEIGHT GLASS TYPE 63" 66" _68"- __-- 70 7X' - 74" TABLE 1. _-._76'_-_-. 48" A,B,M + .0 -80. 0.0 .80.0 +800 -80.0 +80.0 -8D.0 +80,0 -80.0 1 +80.01 - 0 1 +80.0 1 410.0 0" a.: A,B,M +80.0 430.0 +80.0 -SO.D +80.0 -80.0 +80.0 -8D.0 +80.0 .80+0 .80.0 -80. +79.0 -79.O 62' A,B,M +80.0 .80.0 +80.0 •80.0 +BOA -80.0 +80.0 -Box +78.8 -78.8 +77.3 -7T.3 5.9 -75.9 53118" 1 A,B,M +80.0 -80,0 1 +80.0 -80+0 +79.6 .79.6 +78.2 -78.2 +76.9 1 -76.9 1 +75.4 -75.4 +74, .0 UP TO 63 118"1 C,D,E,F,G,H,I,J,K,L +8001 410.0 1 +ADO -80.0 +80.0 40.0 +80.0 A00 1 +80.0 -50.0 1 +80,0 -BOA 1 +80.0 I430.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 2.I BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38318". _44" WNB" 632" 74" 76 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS .WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. Wl SASH=76" FI WIDTH GLASS TYPE 17118" 2211116" - 283116" 333/4" 395/16" 441: W 1TH D E F J K L° +80 0 1 -80 01 +80.0 1 �0.0 I +80.O 1410.0 1 +BD.O I �80.0 1 +70.0 1 -70.0 1 +70.0 1 112 Wl "0" HT- MEETING RAIL k, �H, I dLE3. WSHMINUS SASH HT. HT, MEETING RAIL j BLE 4. I GLASS TYPES: TEST REPORTS TA H6" LAM[ -(1/8"A,.090,1/8'A) FTL4647, 4MB, 4723, 4957 B. 5/t6" lA - 0 FTL4647, 4640 C. 511F LAMI- VO-FIS .090,1/8"HS) FTL4647, 4648 D. 7/16" LAMI - (3/16"A,.090, S11WA FTL4645, 4885 E. 7116" LAMI - (3/16"A,.090, 3/16"HS) FTL4645 F. 7/16" LAMI 1(3/16" HS,B90, 3/16"HS) -____ FTL464S_„ G,iffi1671a1MLIGr 7IB"T,AIRSPACE,5H6"UMI-(1I8"ALO90,V8 A)_ �• FTL4646, 4723 `. H. 13/16" LAMI IG - VB" T, AIRSPACE, 5116" LAMI-(1/8"A..030,1/8"HS) FTL4646 I. 13/1V LAMIIG-1/8"T,AIRSPACE, 5/16"LAMI-(1/6'HS,.090,1/8"H$ FTL4846 J. 13/i6" LAMI IG-1/6' T, AIR SPACE, 7116" LAW -(3H6-A,.090, 3/16"A FTL4649, 465D K. 13/i6" LAMI IG -118" T, AIR SPACE, 711W LAMI - (3116"A,.090, 3/16"HS) FTL4 19, 4650, 4958 L. 13116" LAMI IG-118" T, AIR SPACE, 7116" LAMI - 3116'HS,.090, 311 THS FTL4649, 4650 M. 13116" LAMI IG-1/8"A, AIRSPACE, 5/16" LAMI -0/8"A.090, 1/8"A • FTL-5063 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRE UREOF +84.0 PSF'� OWERAS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1- FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8' MINIMUM TO 35- MAXIMUM. 4. GLASS TYPES C. G, H, AND I MAY BE USED IN SASH ONLY 5. REFER TO ANCHOR QUANTITY TABLES 541 FOR ADDITIONAL DP 1mOTEC6N0=YDW LIMITATIONS. I - N.v-ICE..-% DESIGN PRESSURES ("I)4MIM _ CERT. OFAUTH.YD358. ALUM. SINGLE HUNG WINDOW, IMPACT 3 - 11. 1 - 4040-20 58705 -'0: _ S NAL StG`A 11 ��1mI� A. LYNN / �LLER, P.E. FL P.E.# 58705 53118-MAX FIANGED WIDTH ,.. ..F-2 52 1B MNQI FWIDTH%_FIXEO _ C`IALL) 0"75•75' MAX.T5• NIA%. A F. I.F. EE OLD Ti� p� I�EI .`...... STALE 1.A O j/ _ ME HT MAX. SEEi O C HEI HT .. \ �76' MAX . SEE DLO ! MAX 1 EE DLO SAE BLE =L /j HE S SEE DLO i X j NO E4 STABLE X /j NO E4 'MAX _[ - r < TABLE L ^. ' .4 _y I.. ., 0. r..v VENT DLO (ALL) DETAIL B DETAIL C D VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 1/1 g E--j -� 75• 175' MAK I F. I.F. HEIGHT E� HEI HT EE OLD SEE DLO TABLE O j I STABLE O j 76•MAX. L MAX. FLANGED FLANGED 4HEIGHT HT HEI HT / I A SEE DLO TABLE '''X j.1EE OLO TABLE, X j SASH' HEIGHT - B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 & C) ARE BASED ON ATHREE OVER TWO FORMAT. 1 N.YENICE.FL3 5 641)�Bb1000 yy, 7 'G � G NOOHANGWTMSSHE .. CERT-. FAM.YOPNE CEflT�0FA1RH.93PN8 car. roan -.. c atiFts JJ. T2i97 _• - VRODUI REVISED -- SvcamwiW NeF�e1a Buiidmn .0 Code ._ * : No. 58705 �0,�•. ETATE OF �. i WINDOW. IMPACT o-.r.. .� A. LVNN MILLER, P.E. . 11 . A040-Z0 G FL P.E,N 58705 I-•-2784 NOTE MIN.(1) SWEEP LATCH AT VENT CENTERLINE OR _-26. 27 ViLINSIDE "41'OPTIONAL ]BOTTOM LOCKS;(1) B' FROM EACH 91DEOF SASH. _ .. NOTE: BALANCE PARTS USED ' I•BASED ON SASH WEIGHT' MAX. VENT DAYLIGHT OPEf�SING INSIDE 9,10,11,15.16 - � ��• tr — � �-- �_. FIXED LITE DAYLIGHT OUTSIDE F MAX. VENT DAYLIGHT 7,8 OR 17 25 OUTSIDE ., 25 ., MAX. FIXED LITE DAYLIGHT OPENING 7_ MAX. WIDTH ,y _ _ 41 6, - SECTIOIJ'A A .. _ .. - "`" INTEGRAL FIN (LF:p FRAME SECTIONS INSIDE - 23 47 T 2.94 I HIGH ' SILL SILL 1 .330 MI LOW 1 49 HIGH SILL 46 LOW SILL HEAD JAMB OI 66 2.710'— I.F.FRAME p 28 53 I OUTSIDE, i?o 52 (LOW SILL)2.330. (HIGH SILL) SEE NOTE ABOVE 54 30 12 ONLYULTRIFT 69 ULTRALIFT ONLY 12 ONLY SECTION C-C SECTION B-B ALTERNATE HIGH SILL RADIUSTO (LOW SILL SHOWN) (HEAD DETAIL-FLANGEE D V NNENIOE.FLUU5 MIJi 'IWE 06flT.01 AU1741 ,ECTIONS !UM. SINGLE HUNG WINDOW, IMPAC sxnm Half 1 -5 -- 11 �4040-20. No. 1170, r A. LYNNMILLER. P.E. FL P.E.# SS70G BEAD 55 CERT.OF AM #MM •'97.-• H. GLlSS, 13/18_LAMI IG; Le'7, NR SPACE, S/16:LAA0, (1B^q 090 F'bB,i B"HS) 'L 'p69^ fGL765-73%16-L"Mdl{G1B°T NR SPACE 5l16 LPM (i B"HS,.090 PV➢,1B"HS) i 13/is LAND IG V8`.AIRSPACE ]!i6•LPMI (3116"A.090 PVH 3/16"A)' , 90 KG-V28P1'3?1Wn:nhq JQ11.10^T A1P PACE 716 {AMI, (3116"A.090 MA/1 "HSl 91 L GIASS.13/16 LMAI IG iB"T AIR SPACE, ]/16 LAMI, (3/1fi'1{6, O90 Fwi8,3116'WS) .062 3155 062 47 FRAME, I.F. HEAD, g4071A, 6063-T6 48 FRAME, I.F. LOW SILL k4072A, 6063-TO —2.906 2.374— .,�,.P�RODUCI P.6V13FD RT�dY�1wiNJ,eFmks aNlalos Doac I _f7b3D,o .062 NOM ARG9km'o No 6 THICKNESS 4.171 Dole ].jpgl 2.7.1 BY � IL .062 NOM mi. 014a �.I CO THICKNESS � OCENSt OFRAME, I.063-T6 ?' `(,1Op 5D N40748, 606bT6 ` * No56705 49 FRAME, LF. HIGH SILL = ` #=. N4073A, 6083T8 (USED AS RADIUS TOP HEAD) --O PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT Rwa•. A. CVNNILNLLEfi�P.E. SHM I NTS I 6 • 11 �2.764 r_ 1.31`fi3�J-IIl .1� VVV 062---+YvJ r , O FLANGE FRAME HEAD 94002A, 6063-T6 1 749 O FLANGE FRAME SILL (LOW) #4D03C. 6063T6 IF FRAME - 6.or 6 Of SEALANT ALONG ENTIRE JOINT P IF..FRAME. I \ II SEALANT OR GASKET _ I I AT HEAD AND SILL o 2.710 738 r 7 ,. oex„ . .. 'e51— usR1, ,VIEW-DE (1/1&VIEW HEAD B SILL. RADIUS TOP SILL) -E N �(RADIU5 TOP HEAD OI SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB O #4025, 6063T5 17 #4053, 6063T5 So 114004, 6063T5 1..._ (USED AS RADIUS TOP HEAD) 1.165 I .678 —.{ 1.342 1�-2.2]9---�{ 2.326�� 062 1.349 1.09°-� GBI� I� 41 GLAZING BEAD, 5/16" #4039B, 6063T5 879 .os2 �� �] .06z SASH S606 .T5 IL .062 31 #4008, 6068-TS FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL(LOW)678 #4054A,6063HD-TB 21 23 #4006C.6063HS-T6 26 #40W,6063T5 .050—N-- ® TB® 69 FLANGE FRAME SILL (HIGH) #4050A, 6063T6 68 SASH BOTTOM RAIL (H.GH) #4051A, 6063-T5 r 050 ' .....678 O GLAZING BEAD 7116" #4222,6063T5 .050--k— 678 1.1151�--��-1 45 GLAZING BEAD, 7/16" #9WC, 6063-T5 (USED WI GRILL KIT) 1.096-4--1T 42 GLAZING BEAD, 5116" :. #40448 605VFS' (USED V1GRIL KIT) 6i p5p 1.097 46 GLAZING BEAD 13/1 #4067, 6063-T5 CERT.0FRITH,MM IILJ \ \ I ( �I-, rc m oem`cs'"rc �=,JµJ WELD ALONG SCREW BOSS (2) *; NO.W70.6 ii r ANCHOR QUANTITIES FOR iH FLANGED WINDOW •.ee ,WINDOWHEIGHT .I SUBSTRATE: 21..603 -y 31.603 40.603 48.603 ` 52.603 58,60: ANCHOR TYPE: ❑ U U p U U ❑ V. ' U p' U' U ❑ U U p U ZCI ZmOl5�rNzo ZmON0 ZmOgNZ WINDOW GIJISS ryQOQNZ gO NZ�Z�OQN'Z OV�OV N U'�N> V—ON3 V'VNS O. U UN$ WIDYH TYPE 3 C,DJE, G, 1 1 1 1 1 ,1 1 1 1 1 1 1 21'11�1112111222.1.22''221222222;2222.222212 19.125 i1 1 1 i 1 1 1 1 1 1 1 1 ' ABM__..: 1�1 1 1 2 :.: 2.2 L2 2i2 ..-.... 22 212 2i2 -.„:.... 2,2 22 _ 2 2 .__. 2j2 _...._. 2;2 C,D,E,F,G, 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,IJKL 1-.2 111 12 12 1 2 7�2 2�.2 1 2 2'2 2.2 2 2 212 2;2 2 2 2 2 23 ti.2 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A BM - 1121,i7, 2121k21r22j21'222222C22"122j222222�32:'2 r .._. __ _._. ..., _. 1 ' „C,D EFG 1 'IS 14 '. T'' ji y1 IYI �.. 11 ,-,1 1 :1.7IA 1 1 2"Y �'1 HkL 142. Si�;2 q1'2 3 1 2 212 2�3 lf�2.2c3,2-3 2i 131 3_-{-'1 t ;2 1 22 1 ... 2'31 7 22223 1 1 _. t 112 2.3 t ,_,_13__21,2 2!3 11 22 23 1 213 1 2,2 i 2;3 1 11211 2_1 2 1 2 212 213 12 2 3 2 2'2 22j3 212 2 3 2j3 2 3 213 t212 37.0001 1 1 1 2 1 1 2 1 2 2 1 2 213 L 2 3 ._ 213 22 2 ......2;2 23 2 2 2i3213 2 32 3 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H,I,J,K,L 2 2 1 2 212 2I3 2 2 2 3 2V3 2.2 2'3 213 213 2,3 2�.4 2 3 3 13 314 213 2 2 2 2 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2'1 2 2,2 2i3 2 2 2;3 2!3 2 2 2�3 2!3 2 l 2;3 2.4 2 3 3 3 3;4 2!3 PSF 79 C,D,E,F,G, 2 _. 2 2 2 2 2 ,._..._._. 2 2 -2-- 2 2 _r 2 .. _. 2 2 __ _ , 2 2 2 _.: 2 _.__. 44.000 H,I,J,K,L 2 2 2.2 2;2 213 2 2 2i3- 2 3 2 2 3;3 214 2 3 313 3 4 213 3 3 3'14 213 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ,,l,,B,M .2 2 21.2121212131 2,' 2..3 ,.. 7,r3'2 2 .. 3r3 2'4 2i3 Ji.. -3 ,�... 3 4 2 3 3.3 ._ 3:4 2�� 1, PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 48.000 H,I,J,K,L 2 2 2 2 2 2 2i3 2 2 213 3'4 2 3 313 34 2 3 314 3'�.4 2 3 314 31.5 313 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 2 2 _.,_. 2i2 2 2 213 _ 2-.2 _. 2 3 . . ... 3!4 2 3 ..... 313 ..__.. 314 - 2�3 3 4 __- 314 2 3 — 3 4 3i5 -2 3f3 PSF 72 79 79 C,D,E,F,G, 2 2 2 — 2 _ 2 2 2 ._... 2 2 .... 2 __ 16 . 2 2 .. 3 _ .__.. 2 2 312 53.125 H,I,J,K,L 2 2 _.. 212 2 2 2 3 2 2 2 3 3�4 2 3 314 3i4 2 3 3 4 3;4 3 3 3 4 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 AB,M 2 2 2 2 2 2 2 3 2 2 2 3 34 2 3 314 3 4 2 3 3 4 34 9�3 34 (e<1l OW-1&p NRT.CF UTH. TlS CERT.OFAUTH.IflR6 co rmimr rerMWsia[s wc: . �J q JN ps O6TR11] �O NO CNANGE3THI39NEEf. p..nN F.K. o-K 1(J91Y3 J.J.' .- TR3g1 ANCHORAGE NOTES: -.,I. A NCHOR TY FES; I -lieELCOULTMCONSCR#12 SCREWS INTO METAL 2-11VELcoSS41CREig-FLEX ANCHORQUANT1 NTI IES OR�TA All EW�ND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW:HEIGHT 59.655 74.655 '76.0G0 SUBSTRATE 29.655 37.155 44,655 155 3-#12SCREWS 0 0 11 zi 0 z 0 -0 0 z .0_0,i�; 1 L) a ocq�z O. 0 z 0 ol� V-1- 'zl� 01, u z 0 z 0 0 _00�0 0 _ z Q�n z 0 0 Fo ol z - 0 z 0, 0 0 4 6 C' Z 01- 0 0 , 0 0 Z zo - 0 I ANCHOR TYPE ANCHOR LOCATIONS ARE BASED ON THE 2. AN DIMENSIONS: INDO G 0 0 0 0 0 FO FOLLOWING CORNERS WIDTH E 'u HEAD - 18 112'MAX. FROM TOP C,D.E.F.G, I 1 11 1 1 1 2 2 2� 211 V2 i'2 2!2 , 2 2 2; 2 2 k667.155 __�2 2 212 Y2 ij 3 21 3 _2 - 212 3;Z 3�212�2ri'� 3112 JAMBS - 17 1M" MAX. FROM TOP CORNERS I S' MAX. FROM BOTTOM CORNERS 19,125 2 2 2Ii � 1 1 1 1 1 1 1 1 6" MAX. BELOW MTG. RAIL -d I 1 2i2 1 j'j 1 ji� 1 j 1 1 - . "I - � 2 1212'2 1 2'212 2 ij. 2T2 2f2 .1 3j il 2 3- 2 5 - 3-2 B2 ----- 2,2 I I 312 SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF PSF 79 -1 'Tfl -212 _2 212 212 21 2IJ312 - _�2 3 212 3�2 3 i2 3� 2 2 NOTE 2. 24.0013 1"I 11 1 1 21i 111 2� 2�2 I iffi 1 4. TABLE WIDTH AN D HEIGHT DIMENSION ARE FOR P1 . ABM - 2 2�-2 9) 2 IL2 Z! 2 2 Z.�!2 V_� 2,2 R��,Z _2 2 2;2 31i 3 FLANGED WINDOWS, INTEGRAL FIN DIMENSIONS '-,AREl"LEM RRSIGNTHESSURE UMITATIONS WITH A PSF 68 77, L TF 32.000 H.I.J,K.L 2iji,21 i j 2ji12 212i 31 21 31313,3 1 1 i 3�3 2;2 3�3 4j3.3;2['4't' 3 L31 I 4.3 T - SIZ LLOCKS OF THEA=ACEN fkULh , -E OLD ITALICIZED VALUE ABOVE THEM, INDICATE A — A,S,M 1 1 1 1 1 1 1 1. 1 1 2 k I I ff MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE. THE 2- i T I q 3 3,2 4 3 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. PSF 59 67 79 C,D,E,F,G 1 2 1 2 2 3 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE 37.000 H.1,J,K,L I 3f3 3:3 il 4'3 3'3 zi REQUIREMENTS. 2 1 1 2 2 1 2 1 2 2 2 .000 .000 A,B,M111;111222 f T �'j il 3� 313.3ti 47 3 31 3131 i� 13� 1 '3 414 LtL 2 1 2 PSF 54 79 62 79 - 2 2 2 T P3 2 2 2 2 C,D,E,F,G. H,I,J,K.L 2 I 1 2 2 2 2 2 2 213 212 3,3 31 FFT� 2 321. _3 4% I 3" 3 423 4f � 31 .5 3 TABLE KEY: 40.000 MAX. PSF HEAD 3 A,B,M 2 _JFj _Ej 2 -1- Tl 2 1 TI 2 2 i� .2 2 2 2. l' 2 V 2 � .1 . 3 im 2 ___ ; 4; 3 1 2 __ 313 21 1 2 - 1 4! 2 3.3 — 2 414 2 3 2 4 413 3 4, � 3' 513 PSF 49 79 56 79 79 _72 Rfl ED 2 2 2 2 2 2 2 2 2 2 T_ T-2 2 2 2 2 2 E FG H.1,J.K,L iTi 2 2 3 3 3 4 21 414 3 3 42i 3_i 4 4 3 3 4 _ 413 4'4 3 : 54 3 JAMB ABOVE 3 3 44,001) El: 2 � El: 2 - alj 2 2 2 2 2 2 �2 2 .3 2 2 2 2 E4 2 2 2 S 2 L 2 2 ROD= %Evi A El 211 2 21 2 2 102 -il 3 3 T'i '3i3 _4,43 13 4 4 �'3 4141 VrG. RAIL Build., Co& FULL DP al. PSF 74 51 74 79 79 — C.D.E,F,G, _�S 2 2 2 2 2 2 2 2 2 _313 2 3 2 24 =3F 2 3 4"� '4 3 2 6741 .000 48.000 H,I.J,K.L 1 1 1] 1 L_ 2 2 12 i12 K2 3 3 �4 3�3 4 4 3=4 4 4 3 4% 4 2 2 2 2 2 2 3 2 112 311 2 _3 A,B,M 4 1 121 El 222 2,2 22�2 3 1 3 32 31 3`2 13 31314 4 424 1323 14! 4741k2i]5�2 4 4 4 5% JAW PSF 41 46 67 76 79 _2 FD E, FG 2 — 2 2 3 ;2723 3 2 3 3 2 -313 3 3 2T3 3-T 3 14.1,J.K.L 1 1 1 Kl: 2 2 212 2 2 3F3 3 3 f 4 33 4: 4 4 4 4 4W413 3141 53.125 — AA.M 2 111171-1 2 2 2 2 2 2 _2'i 2 2 2 3 3 3 2j 2�. 23 3 3_ 1 3,1 � 2 I� 3 3,_ - Z 1 2 1070MwOLCWIDRrvE NNENICEJO5 � (941148o-IM LCFAUTH.� 177; ANCHORAGE SPACING, STANDARD VIEW N EN A. yi-ol P.E. FL P.E.# 58705 ALUM. SINGLE HUNG WINDOW, IMPACT S THIS SHEET. I­­N7sl__q , I 1 F­ - -4040-20 G ­FWjM2M I' JJ71M3167 I 19.125 'K,L 1 1 '1 1 1 2 2 2 2 2 2 2 1 2 1 2 1 2 -1 2 1 2 3 2 3 3 2 24,000 D•E,FA K,L i 1 ..i 1 1 1 1 2 1 2- 1 2 1 2 1 2 t 2 1 -2 t 2 1 3 7 3 1 2 1 3 t 3 1 2 1 3 1 3. 1 3 MOODD,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 PSFJ 79 37.000 D,E,F,J, K,L t j 1 1 j 1 1 i 2 P 1 1 2 2 2 3 t 2 2 3 2 3 1 9 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 PSF .79 79, r + '79 79 •40UD0 'RE.F.- -'K.L 2 1 2::,'2 11 '1 '2 2' 2.^2..'2 2 `. 3 -:2 ..2 3 :P. 4 2�rf2 3-' 4 P d'0' -'Z-/� _ 4 2442••. 4 S- 2 s -2.',..2 4 -4 2 "PSF 79 x'76 179 1 17 79 1 %78 44.= D.E.F.J, K,L 2 2 1 2 2 2 2 2 2 3 2 3 2 _2 4 4 2 4 2 4 2 3 2 5 2 4 2 3 2 5 2 2 5 4 1 1 2 2 2 3 PSF 78 79 70 79 79 71 79 73 76 48.000 O,EAJ, K.L 2 2 2 2 2 2 2 2 2 3 4 2 4 2 2 5 2 4 2 5 3 5 2 4 2 3 5 2 4 1 1 1 2 2 2 3 3 -31 4' PSF 71 39 63 71 79 64 74 66 77 69 _ 69 53.125 6E.F,J. K.L 2 2 2 2 2 2 3 2 3 2 3 2 4 3 3 5 2 4 3 5 3 6 2 5 3 3 6 2 5 1 1 1 2 2 2 3 3 4 4 6 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12.776 15.776 18.776 21.776 24.776 27.776 1 30.776 31.106 ANCHOR TYPE. 0 « p "D"� 5 p p o s"g"U 0 J 0 o 0 0 U�g"U_�„g"s 0 0 0 0 0 u s 0 g"� 0 0 ��g"�_�„g"s 0" 0 0 0 0 0 0 s�g"$_� 0 0 0 WINDOW WIDTH 19.12fi-. 1 1 1 2 1 2 2 1. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 -`32000 2 -1 1 2 1 2 '2 ' 2 2 -2 '2 2 2. 21, 2 2 '2 �' 3` 2 2 V 2 2 2 1 2 2 2 2 `3' '-2' -2 3 2 3 3 2 3 3-' �'2' `'3` "'4 2 3 4 2 3 2 2 274 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 368 V37-000FE��j=279 2 2 2 3 3 3 4 3 363 73 2 2 2 e 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 58 66 2 2 2 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 ANCHORAGE NOTES: .1; , y4CgOR TYP,ES:,1 -1/4' ELCO ULTRACONS OR_ #12 - SCREWSINTO' METAL 2 -1/4' ELCO SSd CRETE-FLEX " 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING, DIMENSIONS: HEAD- 1812' MAX. FROM CORNERS JAMBS- 1712' MAX. FROM TOP CORNERS 11 12' MAX. ABOVE THE MEETING RAIL 6- MAX. BELOW MTG. RAIL 15- MAX. FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8' MIN. TO 38' MAX. STABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINOQWSTiNTEGRAL FINDIWENSIONSARE) 1 1'. LESS _ - '-. SIGN PRESSURE LIMITATIONS: SIZEBCOCKS OF -THE ADJACENT TABLE WITH A BOLO ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE BEGS. TABLE 7. KEY: - M4X. PSF SEE TABLE 3 FOR (DP LNRTED) 112 FULL DP HEAD 2 JAMS ABOVE 2 MTG. RAIL (FULL DP) HEAD 2 JAMBABOVE ..4 MTG. RAIL,, TABLES. KEY: PRODUUJIEVISFm MAX. PSF owle� n.a i-063Dy38 (DP LQv4IED) 112 E Dse ,Z8 JAMB BELOW 2 By MTG. RAIL Mi Oca�vmayr+ (FULL DPI JAME BELOWe MTG. RAJL = * i No. 58705 •. *I SEE TABLE 3 FOR =9 i FULL DP I G 1-3/4' MIN EDGE W �•- ti (UITRACbN ANCHOR} - -,(ALL HEAD ANDSILCDETAIL. 2FLEXAN. EDGE _ - CONCRETE ANCHOR .......,,. <,. r 2a WOOD BUCK (CRETEFLEX ANCHOR) (SEE NOTE 1 83) (SEE NOTE 3) 3.35 KSI MIN. CONCRETE �_T•... : 1 3/4' MIN. AL 1z WOOD BUCK (SEESEE NOTE 3) MAX. SHIM DETAIL A CONCRETEAPPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY OR,.„FOR CRETEFLEX.;MINIMUM DISTANCE FROMANCHOR � ."_APPROVED•1/4'ELCOULTRACONS:OR'lN".SS4: TO CONCRETE EDGE'IS 13W FOR ULTRACONS'INTO CONIC.;2-12"E.D. FOR - ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. 1'MIN.EDGE 2. FOR WOOD APPLICATIONSIN MIAMI-DADE COUNTY, USE 012 STEEL SCREWS(G5U 1/4" SS4 CRETE-FLEX FOR DETAILS.B 8 D OR0.13VO z2-12"COMMON NAILS (F188T NL CM SAT Z(III 8d PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10-FIN MOUNTED 41(�E�NOTE2&3) ONLY (SEE DETAILS E, F AND G THIS SHEET) 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE 1 3I8" TOTALTHICKNESS IS LESS THAN 1 12". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BEINSTALLED MIN.. DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE I l2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE1/4" ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4, FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF A% 6063-T5 AND A MINIMUM OF 118"THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS, SHIM DETAILB THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045" THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS', THE ANCHOR SHALL BE A#12 SHEET METAL SCREW, WITH FULL_ IwaFwas't`{Jt�T:�a"1318 — 1/4 MAX.M BH /. ~,. MIN. / 7/4"MN(. SHIMF•- CONCRETEANCHOFL I O PN PH BELOW MEETING RAIL. (SEE NOTE 2) 3.35 KSI MIN. CONCRETE ~— OR 1.5 KSI MIN. CMU ll:BU'C'K OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" 5/8" MIN. EDGE 2-12' EMBEOMENT MAX' mn�lvSHIM l WbODFRAME 'a 2-12•"EM EDMENT ` ``=- .131" DIA. MIN. x 2 12" NAIL, AT CORNERS AND 5' O.C. TF"VRESSURESAND ANCHORAGE SPACINGFOR ULTRACDNS MAY BE USED VP-Fl 163ANCHORS'ARE NOT REQUIRED &THE SILL'OP FLANGEDUNITS.-;- SLAT HEADAkAORS. WHERE REQUIRED, MUST HAVE'#12 TRIMFRHEADS. T. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE DOE FLORIDA BUILDING CODE. WOOD ANCHOR, FH BELOW MEETING' RAIL. (SEE NOTE 2) INTERIOR (ALL JAMB DETAILS) EXTERIOR 1 WOOD FRAME ':.131- DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. J 1 L-.131'DIA. MIN. 1!4' x21/2'NAIL, MAX. AT CORNERS SHIM AND 5'O.C. DETAIL F, (HEAD) DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 1 (9411480AWJ PTO MATCHNEW301]FBCANCHORAOE CERT.OFAD m.eai9e CERT. FAUTR.YORNE `=! MAX. _SHIM 518"MIN EDGF ' WOOD FRAME CI 2-12" EMBEDMENT DETAIL G, (SILL) :HORAGE DETAILS IM. SINGLE HUNG WINDOW, IMPACT orvr m NTS 11 a 11 14WO-20 PRODUCT MWISLD 4 Oa I cafe Am',. N 11 _ocso.06 Eynmtwn Dse f ,be& 6 Nisni ade Pmdl .. ��U III �IJ Q' No. 58705 '•f`P` =ti A. LYNN MILLER, P.E. .FL P.E.# 58T05 SCANNED BY St. Lucie County '. FIIAMI'DADE MIAMI-DADE COUNTY a PRODUCT CONTROL SECTION - - DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) - 11805 SW 26 Street, Room 208 _ BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade."Weconomv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be"used in Miami Dade County and other areas where allowed by the Authority Laving jurisdiction This NOA shall not be valid afte the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade Comity) and/or the AEU (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes: If this product or material fails to perform in the accepted manner,, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER zeserves the right to revoke this acceptance, if it is determined by Mi unty Product Control Section that this product or ma s to meet the requ" the applicable buil code. This product is appro as descr bed herein, and has bee esigned to omply with the Florida Building Code, including th gh Veloc'ty Hurricane Zone. DESCRIPTION: eries P 711'Clipped Extruded luminum Tube Mullion — .I. APPROVAL DOC 1jrawing No. 6300JR, titled "Impact —Re ' Aluminum Tube Mullions", sheets I through 25 of r, dated 08/29111, with revision, C dated 06/19117, signed and.seslrrd by Anthony Lynn Miller, PE., bear'i the Miami -Dade County Product Control. Revision stamp with,',8re, Notice of Acceptance number and; expiration date by the Miami -Dade County Product Control' Sections; LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. .RENEWAL of this NOA stall be considered after a renewal application has been filed and there has been `i o change in the applicable building code negatively affecting the performance of this product. ,r Ci "TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change IV the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of. any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure toreomply with any section of this`NOA shall be cause for termination Apcl removal of NOA. ADVERTISEMENT: The NO'A number preceded by the words 14fiami-Dade County, Florida, and followed by the expiration date ;may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be donerin its entirety. INSPECTION: A copy of'ihs entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentionedA6ove. The submitted documentation avasreviewed by Jorge M Plasencia, P.E. t NOA No. 17-0630.01 MIAMFDADE COUNTY 1 Expiration Date: May 26, 2021 ('%+ 7 ilipproval Date: November 09, 2017 Page T Industries, Inc. 7 NOTICE 61fiACCEPTANCE: EVIDENCKSUBMITTED A,,. DRAWINGS 1. Manufacturer's'aic drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No.6100JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets I through 25 of 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 1. Test reports on:j) Air Infiltration Test, per FBC, TAS 202-94 Uniform Static Air Pressure Tq, Loading per FBC, TAS 202-94 3) Water Resistance Test, per.FBC,TAS 202-94 A) Large Missile Impact Test per FBC, TAS 201-94 ,5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 .1 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepaltbd by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-Vtiru E-1), dated 02/28 ' 111, and addendum letter dated 05/05/11, signed and sealed b�yfvfiirlin D. Brinson, P.E. (Submitted underNOA'No. 10-0819.05) CALCULATIONS 1. Anchor verification calculations and structural diy4lysis, complying with FBC ��5o' Edition (2014) And with FBC 61h Edition (2017), prepared by manufacturer, dated- 08/29f 17, signed and sealed by Anthony Lynn Miller;* P.E. M, QUALITY ASSURANCE 1. Miami -Dade btipartment of Regulatory and Economic Resources (RER). MATERIAL CERTI')4'r-ATIONS 1. None. ru Jorge M. Flasencia, P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 'Approval Date: November 09,2017 E - 1 11 t PGT Industries, Inc. NOTICE Q'F ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5th Edition (2014) and FBC-6u, 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 sealed by Anthony Lynn Miller, P.E. G ` OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PQT Industries, Inc. for their Series "PGT" Clipped- Extruded Aluminum Tube Mullion — L.M.L, approved on 04/14/16 and expiring on 05/26/21. s: ty; Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0630.0t Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 1 SUITABLEFORAL NON -IMPACT MISSILE IMPACT FIGURE 11 MULTIPLE MULLIONS seeGe RI I IHRN 6NEET 2 ii ` Y / III /11 I QI f� .HN,',(I-•, ',EFECCRPESPONDINGOETALE MULTIPLE MULLIONS FROMFlOUREIAOOVIL - WOESISTANDARDSUGEO: •201T FLORIOA BUILDING CODE (FED), BTH EDITION •2014 FLORIDA BUILDING CODE (FBC), 51 H EDITION •ANSI/AFBPA NDS2DI5 FOR WOOD CONSTRUCTON •ALUMINUM DESIGN MANUAL. ACM -MIS •AISI $100-12 •AISC35D10 EVALUATED BY AN E%PERIENDED INs l.H run mE o.. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS 'FREE-FLOATING- AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION UPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 114' FROM THE CLIP, 3)WE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINCLOAD9 CORRESPONDING O THE REQUIRED DESIGN PRESSURE. IN THIS ANCHOR EVALUATIONS THE I6 LOAD DUb RAARE QALCU�TEU TO DEFLECT FACTOR WAS USED FOR THE EVALUATIONO NOT USED WOOD CREWS 41 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS ANU IS BEYOND THE SCOPE OF THESE INSTRUCTIONS UNX 1W ERESSUREOFMULTIPLE MULLIONS OR FENESTPATION PRODUCTS SHALLAPPLY CBS WHEN FINLSiNO YOUR SIZE IN THE MU WON TABLES: ALWAYS ROUND VP i0 THE Nc'ici'SIZE SHOWN40N THETABLE(Sk: T) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, WOOD BUCKS BY OTHERS. MUST PSAPPROPRIATE FFOR SU SUBSTRATE MATERWLYTO TRANSFER LG$ TO THE STRUCTURE OISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PCHORS SHALL BE COATED ON REVENT RESISTANT REACTIONS. 8)REFERENCE: TEST REPORTS:FTL-6443: ELCO ULTRACONIAGGRE-GATOR HONG _ 9) MULLIONS AND MIPS HAVE BEEN DESIGNED Y. TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. AND AREAPPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. M'JLLIONSAREONLYTO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS H NG WRREN PROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA INSTRUCTIONS: I) DETERMINETHE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING USING THE ASCE-0 STANDARD. 2)CHOOSEAMULLIONTYPETHATWILLFRTHEDEPTHOFTHEFEHESTRATWNPRODUCPSFRAMEDF M 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR' OR'TRIANGULARIRWPEZOIOAL'. .._ _.................n eenu dne,=QlA ruenNGR-.RA NSHEEYSSTHHQDGH2O GFNEMLNOTES ... ...1 INSTRUCTIONS... ....I DONATIONS ........ ....... ....., MULL TWOOO..._......._.....2 MLLTO1X MASONRY_..._....,...2 TIO NUTE4.........._.. MIA--TDtASONRY...... ..... .... .... 3 MULLTOWEELSND...... _.._....3 E Wlll...................... -..._S ALIPTATE CUPS.::............._1 SAY W SAY WJLLILLS nON............a 1 %2 N.IIW S MULLSPECS........._.6 1 X 2.n 1E X.3.3]5 MULL SPECS---, ] 1%2]9X ,SMIRLEPECS....._.....9 1X4X.XS60 SPECECE......-1 1 X 4% d25 MULL SFECS. __..._I 1 %<% 9)b TUdE NULLEPEGS....1' MULLION C,FACT,(LBSM OBTAINED SHALL MEEI OH EXGeCD mE VEamry ...... .... ..... •- —_... ._..... _._ STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4)ABOVE. FIND THE VALUE IN THE NEAT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WIN DLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.. B) FROM THE ANCHOR CAPACITY ILBSO TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAYAPPLY) SELECT AN ANCHOR CLIP PATTERN ANDVERIFYWAT THE REQUIRED ANCHOR CAPACRYISMET. 'n IFWE MULLIOR CAPACfTV(LRSIFP OBTAINED IN THE TABLE IS HIGHERTHANTHE DESIGN PRESSURE REQUIREMENT (LBSIFP)FOR THE OPENING, Y00 MAW USETHE'ANCHOR CAPACTIY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED, WRH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAMESUBSTRATE BE USED AND COMPARB WITH THE FINAL BGAPACVERIFY f(V IIBUM) OBTAIN F R THEN MULL OONN SYSTTEM THE LOWER OF THE TWO SNA) FOR THE FENESTRATION LLAPP Y FORTHE ENRREMULLm PE ESTRATIONN PROOUI'T ASBEMSLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOAOAPPLY FOR A PERMIT. IN 19 J` W A Z N U (7 z O d ' N G e MD PRODUCT EVISED plyYingg with the Fledda BalldinB C, I NOA-He. 17-0630.01 ,"ONY LYNAJ * No. W70II5 ' s`SZONAL EN.• A. L1tANMIUUBR;Y),E. FL P.E.# SBTM M. 14 DETAILS MUWON - ° DETAIL A MwLION TYF ANCHOR E MULLION T02X WOOD BUCK MULLION ATTACHED TO I eucl RP PE1sUssrRATE Ry H OONTODFRAMIDB WOOD BUCK AND MASO Y 'AL�xMENT SEESEETALFS Ia+RB (OFFSET CLIP SIIOWN) (STANDARD CLIP SH ) gE mEmR-s+, .N MUWOry W L SEE SHEETS n •. eb MP!]]E51 "., EpLE I�Ij N 2L9 FOR H0.E d CONCREFE OR CMU I�—II-pISTMLE, I6Y J EITXERmE LOCATION$ a 'I 6EESEETABLFS (/1 sTANBPA00 �e o EEDGEBISTARCE OFFSET LNLL a EDGE ORSWEONRY tY9 W Q O� F mIPI.NYSE TAKE ANLNpi3 m O N IxsTALLEn sv d saE / j SIDE VIEW Z W mIS ACFHOQ a L95U'Ma%FOR ~ O Z ALL MJLLION6o P N $ 9e--EDV i.- ?JiNi Z,..,v d c �EXfERIOftTHIS MER1Op. ¢ Z n a F➢GE '- . 4 D6]A FOR C a O Z N 0 d FOR MSSONRY r TNEOFFLETCNPI$ ANCHORS ^ ¢ N pO �ip RECGALENOEO FOR tI FlNFRANEO W d EXTERIOR a '° YRNOowS BUFMAr 'n R' SO Y Y ,uso BE ussoFrn ® O z Q 3 3 ' mxER FR,wETYPEs. � H" I < z4Flodda SO SO O O 1 TW.MILNOR S@�a TYP.ANCHOR PERW35TRXTE1.4NLMR PERSUSST"Al. sEETAXMIE-1]B PER SUBSTRATE, sEETARIFSIB.11. FOE[dm, T REVISEETABLE51&1S8 EGGEIEND BUCRSm r SIM sTAsLes ATr .0630.01 BU gK51PlP ISin BYOTHERB. .a, OMEM SEENOTE1. Sate 05/2612021 ATTALKAEM3HET1. SYmHFRSSEE NOTEI uet CORE.. LHER1 "' MNS]KSIfON:RETE OR LMU ..- SIDE VIEW _ FR0IT.VIEW FRONT VIEW I INSTALLATION NOTES: i 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,. p l l l u l l+r ...... 2) QUANTITY OF ANCHORS AND MULLICN SIZE SHOWN ABOVEARE FOR PICTORIALREPRESENTATION N,��'�,, ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARRY ON THEANCHOR TO ANCHOR DISTANCE THE �IWNS•F CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THETASLES ONTHE z z NO. :P FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CUP MAY BE USED. .A,� *= 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. K- TE d)Wl]ODBUC AREOPTNONAL,SP DO . IDLC,SHEET3. 40RIM 2 5)FOR MASONRY PPPLICATIONSMMIAM6AOECOUNTY,USECNLYMIAMFDADECOUNT PROVED ��i Fs G\ ` ELCA ULTRACON OR ELCO I/4' B.S. AGGREGATOR MASONRYANCHORS. ��AoS�ONAL �?`�```` „N,a.I451151�o a c ' DETAILC; MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CUP SHOWN) ErtOERNE cupl MCM \ - OFFSET MUIL CLIVNAY OE MTAM.IsU EOBY rHIS MEFNCO� _ EXTER Oft - ° a .mbls,Av J 'R.GA { 71VPY M IN2TMCONGRETEMCMU _._ MULLION TO LAUUUONl ,INTERSECTION NOTES: xC d V (U1:LIP) MAY FTE' D IN EOR'CRO55" IN g INTERSECTIONS.IONS, e� S. O MAYBE RVER ICI HORIZOMAIIV L (SHOWN)OR VERTICALLY. N 3) SEE U-OLIP DRAWINGS, SHEETS 21-23 .. tU TOP VIEW FOR CORRESPONDING MULLION. Iro Z hm MULL N W O N E9 J 4116IEESLPE'N5, _ 51 SEF-0RIWNGORPF� RE— S Er MMUON AW USE EMS 1Lj m "AIUWOY C z 1 FIN FR LUTV' WIXDOu`US MAY' NSO OEUSEM FOR y OTh@FfNMEME9. MM 2.7Y ICCNCPER OR CMU SIDE VIEW INSTALLATION NOTES' 1) ANCHOR EMBEDMENT TO RASE MATERIAL SHALL BE BEYOND WAU ISRESSING OR STUCCO. 2) gVfJv'Ni'Y"OFANCHORS AND LLION SIZE SHOWN ABOVEARE rOR PICTORIAL REPRESENTATION DORhc IT OUANTITYEANO LOCATION OIF ANCHORS MUST BE FOLLOWED, REFERTOGTHE TPHLEBON THE FOLLOWING SHEETS. FOR DETAILSAD. ETHERTHE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAO, HE%HEAD OR FLATHEAD. C) WO00 BUCKS ARE OPTIONAL. SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MWMI-DARE COUNTY, USE ONLY MIAMFDADE COUNTY APPRDVED ELM ULTRACON OR ELCO IM G.S. AGGREGATOR MASONRY ANCHORS, I I FRONT VIEW EXTERIOR W W SE EL SX ET"'!R XOLOpTIIXiB FROM VIEW Dlsr-CE SEE T_ EE +o+ae SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SF SEe TABLES NOTES: 1) FOR 2R WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES. SHEETS 520, FOR QUANTITYOF SCREWS. SIDE VIEW PRODUCT REVISED pllyI B w ih 1N0 FIcUld. Building CaBE NOA-Na 17-0630.01 Ezplra5on Date 05/26/2021 * : No. M705 - `BAY • DETAILH. O ETAIL F: _. DETAILG _ MULLION INSTALLATION` r9qg¢C I' F$, < FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP ANGLE CLIP) o (F-CLIP) (ANGLE CLIP) ^ BEE nEIMLShD. , �I � ��0'OP b' m, ^ , e 010%\!�g7lm- o NOTES FOR INSTALLATION OPTIONS R 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26-X2.1V X.125 MULLION. 2) SEE TABLES 1B-138 FOR ANCHOR QUANTITES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLJCATION. NW N O O O prO O O O TOP VIEW I \..I " TOP VIEW IJ4 • ;I.I� sEEITAS +w.i'aniee if m r� '•' PRODUCT REVISED 6mq�yI1 99 IM the Mardi. uii . CoYO NOA-ttio 17-/26/201 IMO wooD, Date OS/26/202'I ORMASONRY EXTERIOR oR MASOxxr ExrewoR q R2 yS 6 m1 m1-D v d co Ilk I G It H: m NOTES FOR INSTALLATION OPTION PER MULLION END. CLIPS MUSTBEINEERTED INSIDE OF MULLION. 1)USE 2ANGLE CLIPS 2) DETAIL G SEE TABLES I0-140 FORANCHOR QUANTITIESAND SHEETS 21.M FOR HOLE G *� ND. 58Tp5 LOCATIONS. 3)DETAIL N:SEETAOLES IEB OR16B FORANCIIORQUANTITIESAND SHEET22 FOR HOLE ®'.SOT'.. Lv TnE LOCATIONS. F %A':A'Lne,.n A LYNNIMILLER, PE. u FL REX 68705 TABLE IA. .._ ._ .. _ ._ _. .: "_ . --—...,. - _ . _ .- MUIOon Ca ci Table halt ili.. Openln9 Wltlm (brseNcaAY WamrpmWivm) ar OpenMB HdBM(MlmllaxaeOysPamilp m10ms) eox 6aM 1WIn IMM 110M TWA ap In 60A 14N PeQeeyulal TAp/OIm6 Peel.pla• T2P'Ieen¢ RetlnDlAl rr+prtnW. rAYe^Gmr neWTnco Rmenwler rnNMer9 Pe6mPM1l/ nepR�Wa PFxr4Ner rr4rM/+M. PSYcwmr intm na LaefmaW TM�atlIW ImGo loa&'W Lve�p Lwmna 11]I(.1]i k°m'n I^l[Na Im.nR Idatl 3 �D ImtlN IwMY LmSliq Im6^0 Lauin9 Lomfl^9 Ai s s g s s g_ _' S M �� pspi gad a �? ' sga 3A Am Mcbor Ca a raoN ms FwmaeuM-' sww+Y'ss sw'nre: i.rx Cp[M� vssarn _". noeo. onV Ekesa@tl l na6YrGtlD AopnCn'yrmlvtl 9oe. Ns1 PaOemfY'rwane RaK 1?t? T a`a' OSi'pElAj 1• 21? 1' }t? St9' 1' I.1N' t.1N• l.11f lli lalf S tat' 'Mn/91Wv8m ty<• 1J'1• W<• ty1' S 1-LI' 991dr Nabv ]rl Nt EN 68 n Nab /mb W:d®p6414 ]W lb ]W [a4 IM WA WA 180b WAWA i108 WABmw A 1P$!bn9b ItiOtdfNo:11FIIWA 11Atl15'Wn 119bFApIRI. OC/V4�p 8m.tK`A1m.lFtl-WA TtlalmItWA sk ta9Ov N4AY T6bElb NIP WA WA N21h m01M NOIE:Yon IneoYrie u��. uoc n�.•.n.a........-.......__.."_._ FIGURE I:_ FIGURE2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURED • Ij II�II' � � TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON'USINGTHETABLES AND SHEET ]5 FORINGp.MATION ON LOAOWG. Imo r SEESHEETS 24 FOR GENERAL INSTALLATION METHODS. I -, 2) LINEAR PJTERPOLATION BETWEEN MULL LENGTHS MUOR OPENING WIDTHS m ALLOWABLE 3) lAULLION ANDMULLION CLIPS SHOWN ARE NOT TO SCALE FOR BI DIMENSIONS, SEE SHEETS 211 FY" TO BE GRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2d 20W' FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS .L t]5- 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AGI W1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED SHALL CONFORM TO ASNA Celt. WOOD SHALL BE PRESSURE -TREATED r CONCRETE BLOCK MIT(CMU) TSANDBEAMWIMUM OF.125' I YELLOWSOt HERNPINEWNHANSGOFO.S5.ALUMNUMSHALLBENB THICK STEELSTUDS TO BEA MINIMUM GRADE 33AND.00.5'THICK (18 GAUGE). STRUCTURAL STEELTO BEAT EXTFNDATLEAST3SCREWTHREADSBEYOND I'X2-XA¢SMUWOH LEAST.I2 THICKANDA .ALLANCHORSINTOMETAL$H THEMATERIAL. #10 6 #12 ANCHORS IWO WOOD MAYBE STEEL IBB S.S. OR410 S.S. PRODUCT REVISED as iam"YIn wIM Ne Florida co�e NOA-No. 17-0630.011 P..piroelPn Oat. 0512612021 B mlvm uol C.n ro *, No. 5870 �� * - TABLE.2A. Muu on - - " ' Opening WlEN ((orwN�Op9pol mU($oo)¢r Opening HelgMlbtlntim'IJOyepaMnp 1WN hvplJOay7 PWWryWv lmmn0 Imi, Lar]INp. InPimP RMNpuly! IvaElre t'N In TN p.1ry Iaannl ImOeV 1Wn 1, Tnp'Rmry. lmtLp RevimWlat LaNiry bry1'LAenP. Lw9ry gsM,Yulu 601n Tnp'rra4 Peclatpupl mF TnNadly. flettvvyla ]Yin Tn{✓IiYng. ReNIQAu GJN hdClNry. Raclenpver wo 1.2.276 pWm.Tubc MYllbn� 'IYm+W LsaN LmG.ry LwElre I^Wii9 AA@@•• �_ Lw3g ya Lmmg a ��. Lmviry y Lm]lip .Lw9re 3 H g3y y{C a - �'�yy..g bq tig dgg�g § @ JA$ I 3p FE yy $3 3g B�{� yb]§g1 g ! 4GC d� 11 g @ §2� Ugh y Q}¢ Bo )@ SC Py $§Q iC 0g §§66 Z tla ygR id e1', E 5 Py 2u° GB @_ 3d 113 2 ¢Q � 5.. 6 ]R $.e jd Z dCe i6 FE Z6 $� ` ! 3d 26 2K 2� 36 i@ 6R ]6] � talP ]Ir RF 1T0.0 aA ti¢0 13] tm] tmD In 121r -zr vsMJ4 ® I.,16 s\6 IWP W2 1%B 517 w8 No 1.. SR 71r fm 1%P Str JW BlB ail Bit A] f%P w0 3w %0 5w �0 A4 MF tt1B 9Y] IY4 IIB 1mA 6TI JIBS NY mP %r IMI ®] r60 9r Im8 JW w.4 W] 698 39r %9 w m0 rfe 661 Ow W.P wY IY WD 2 2 : W61M1m 1Q]] Ifl 1\l6 JR m1 W9 go ]]I T L1SUV Jr a5 ta QT Y W 8 w] "o'M %W %V 88 ]ll S] IrY 81.8 91] Sin MI IW m] w8 rLR 'AV WB TY III., HS T 31R II XI JA Z. iA ZI 9aB 2fD Rl6 EI 6e x ]LI RI .0 ]6] ma 3N 6.9 2]] xl] 314 1¢5 ]ST 717 SN MS E1 ]W A. 2]0 S Solo 63 F 813 61B 58 Sa %9 6( ]IO ?S]; 5LB MB 3'H �1 3].5 093 .2V 30A ]91 LJ9 Nl R8, :'0('' 818. .23]: 299 29D' ]91 288 Jl i J1 PI il5" 2a9 Z1 Da M J8: W. Z31 22 1A5 291 .9 'R80 b0 310' +9i 1a.1 Sa :W9 %4 ]1] LO" 21B ItiC 148 284 glk. M9 `JiD-.'D9 Y✓v 898 ?J0, RO :+0.0 R8 42A 122 Yd 141 1 2G7 '/LG 95 -31.6 1..4 Al tse ]9S" 5' W9' 2ie[`l$ J i 8+ 219 168' L11 2YY _ IW iP0 '] 0' 4_ 95 L '\Ii 160 Z%3 Y6.0'TL: 211.3 1]I 11P 'C'9 ]9 1}1.r 10L 1I6" 'ue nF w.9�ft%I T1J` Ier 11. 2m %7 1" 1a- am fu aW ue 2m ran reM %e 2eJ 2m tw mD 29e +n 2xa ]m n2 m z1a Sm W.Y RY ta2 2m a+9 15R 1vtw +eL 15 1Az ]wID aS I9 WN 184 IN IBA 1R 114 1M WF i1x tY] eun1GR cAPAcm Awus TABLE 2S - Mdter Ca ac 15a8rte. TabY b9 sm.Ma x]F(Rttle ICIb GAI YI'89 EYx Yla-Emo FAO• CAN 1M 99 Eto Pr11 C2 21 PI]6mY AmMType Y�BGm LWxan Y4'ElulRmen 'WIC D'10'E Ilxaut IM'RLO UPeam p0F(elm gbm AOPeBfb 6atw1Y5) R—P Kl Sm W11 Ancti¢rCBp Paliema 3-1? Rd? Y1IC t• AVl T R-1? T 3Yf T ¢4T ¢W FOR WIn2e 0nt i .O 13'4• 15'T T '-Ila• IAIY 1.11f L1N• 1/ilf L1I1' T 1•Ya• 1ST 'ern E9KSnMa (m IJI• I+Y4• aAn aw Pf feub ZI00+ :Wme TW uO, 9nlm 6MW —WA 5111% wW YAb x NYly'AW4.15'ILv.QC]sW1v000melalplF'pn Sw Ce Jw Ra WA WA 191b WA NO, WA N'A WA Wll. W9Re IfNb 4pmIM®1.15'MR OG/a-1ua2,v bCIBvV OpIR.xj VAM ]w 0B 1w 01 rW Ov WA WA 6W M. ISUme IOiI Pa 3®Re YAEe WA SWb HU rbme WA —WA WA 10WA WA WA IVA NIA WA IIW Pa IArcBeRPSMtt a.GrWhSANb CAW IIFp. Sk RISma 2ArtJuee¢I6•Wrt o.C.rlSau. nm.la AAm.IW2sx WA WA WA WA WA WA WA WA tN lm Bw lm aam f]Y me :fl lm ReOmv I MCMIF9IpIN.6F Itl my tW Na IISm a9b 6:RIM issb IW oe In lev FOms WA WA WA Ni my 421Ea 500mv R I]p0v'e®1.IS IdIn.OG/F-0IpIM.01: 2N IN]w my WA WA WA WA tw lm WA NU NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANO ANCHOR VALUES AS THE STANDARD CLIP. ,FIGURED FIGUREa FIGURE 3 ANGLE GLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE • BF�IGURES: • • TABLE N 1) SEESHEET 1 FOR INSTRUCTIONS ON GSING THETABLESANO SHEET 25 FOR WFORMTON ON LOADING, SEE SHEET52-L FOR GENERAL INSTALLATION METHODS. z) LWEAR INTERPOLATION BETWEEN MULL LENGTHS M=R OPENING WIDTHS 65 ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23, HOLES TO BE GRIMM IN THE FIELD FOLLOWNG DIIAENSIONAL REBIRGI IONS SHOM GIN SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE L MNS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM GAO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.12 THICK STEEL STUDS TO BE A MINIMUM GRADE- 33AND.045e THICKOS GAUGE). STRUCTURAL STEEL TO BEAT LEAST,126•THICKAND AWALL ANCHORS INTO META -SHALL E ENCATLEAST 3 SCREWTHREADSBEYOND THE MATERIAL-#10 S #12 ANCHORS INTO WOOD MAY BE STEEL, 168 S.S. OR 410 B.S. Dili,-,.• m '•N Lrs 4Q _ .. 2Z ¢ r a�..p F N � s Y] tt x ttz 4 n D r x 3 u Q a 0 0 Z�Q .aWl O F 80 C PRODUCT RWISED mP IN Ne FleHaa WWI., Ynl�e NGA-Nu. t7-0630.81 AAaoNr Lrrvry�� ,, SATE ' ]pssgNAL1Ek4GA 11 L IL1ER, P.E. FL P.E.# 5BM5 to. mF wemWtr Tagl, +q. to rwh, Tlm+fllan6 Fatlerd011a TnP' 1i216i loapn9 InNM Lute. IeamO Wtinp t^• ArT Tube �.. % �-• � �'^ twm ,min c TNdrr.M. aepanpWm TmNalag, PeemMu'N .Of&oQN9 ImJXp lu1Np Lo+JM Im9M Tifli 1wb 'nb rem mT mN peF ela �♦ eu n.e a• .. •u V9 '3'O m+ na 1, dll y/ •pa ul' Mo yr e]s Ra 3d.e X.] •v U9 33] ]aI al.+ ae 3d• m8 39z in 1M 3e3 __ v.e •xv 3eD 31e ._ •v in 3n id] _.._ w.t am ll! m0 aes w FG RA9 •x4 •..t m1 11A ue •w; 33r Y9i •ea u.r ze> 311 3m m -TiS R4 !pa 3v 732 141 •v •5 w ]R ue 10. m.+ mH !n Me al R{9 ur N.t no Ir3 ae W 3n REr n.e lat Er 19.3 3a! ut no 31] 3ea m.e n.• wA •w •u in lel ara 3F.• 21.0 1a9 m 3•• 2a 2R w.e 'II.e 11A dv •u an u.b ---I.HI 143 3Y 1Y na ml •ss az] 3W "p1 -d2 _]n u.+ m! m2 n] xie 201 +r.> 'ID Im Ne 1x1 Ida 19a .wF N> Ru n2 tW IS! in ta.t t91 txv 3,5 ta.9 tee ADJUS 1mn 1rb 1w iLo te! exrlloR CAPaCItt TABLE 3B AechOr0a Tab! ba an laGme ew Bele. Nom.olu FmvaB IR WMA M.M1I !o V••el EtJ Sl6•Elw 1N'el Fb hot. Flzlk9 Mieletl gMIIv Ty[ L16 EICe IIeBiW1 1N'Eko V4azw Y10Eko MmCpa Y1B'EY.ONmOPI 1/1'Eko Ubi:m Pp¢{tlbl IaIYW AQyFaa 9nevm oe—w) Ell F9 Mchorc Patlama 41/1' 1• >oa' R' 11T S 0.•a' LL51' Fqp ryeNCe lnS 1' >Im P SVY 1' 1-IN' 1-IN' Y1N' 1-fIY S MY9' 1Ya" KCs EmbMmMlFk IS'd• 134• 131 1 T I.Vf 1-IN' 9wlb i•a W.e ild ld bW lb• wllA NI Ne M31tn h01b! p AMNne .5'MYu O.F/6dMVE 0r VIcol Clp bb.l{ 3931ee 3bM d50 tell !9]IGe W nplW 3mlb WA WA WA WA WA m31G Bm i4 ilmla ®I.I4 MInOFI61wEW b/BYeII BIo1Rm dmlW 7K iW 4a Wee, WA fP0 oe WA lial WA 1BA829 N'A IMbO w01b¢ blp lL WA WA WA NA ]fi01W WA ]961be WA 6W IM WA 169z!m WA W31be fl9l IM WA NIq tlmlof ]tI EB •AICIM Iy !'NIrt041RIfi15 AMb piryllFl>!Y 1 ANbo9®0.1!'WM1 OC.IVtlIp, Inb lrS'A Wn. UIp. •{ WA WA WA WA WA lii llu 9]OIM 1!]IOe ]axlm m[n I1005 ]3116+ ]e0 ee 1 PmNa IF{Np 6b-!k 199M IW Re 33llbe •M W! e91u 1]521 Ibiba WA WA WA NI Ni dRW 3e0 Le p Fillp $b 64 —... Rd43. y!p m! _.. .........••in���v WA WA �rn„n:e WA nc TYGCTLNrIGRlI WA IWW fA1P. WA /e\ WA ......�...nr-. �nnn �e, itrc cvnneelenu CYFFT 3I CAPACITY W HICH MAYBE 1 ADDITIONAL ANCHOR OPP ANCHORCAPACITYTABLE. TE'F1lRTHE Or server, we moo FIB/GUFF I: FlGU 2 - - .... • ® • TABLE NOTES: (�( V/�/S \/ • �� -._ 1) SEE SHEET I MR INSTRUCTIONS ON USING THE TABLES AND SHFET 25 FOR INFORMATION ON LOADING SEE SHEETS 24 FOR GENE INSTALLATION METHODS. 2) LINEAR INTERPOLAPON BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: � � 3) MULLION ANO MULLION CLIPS SHOWN ARE NOT TO SCALE FOR E)tACT DIMFNSK)NS, SEES HO4ES TO BE DRILLED IN THE FIELDPoLLOWING DINIEN5I0NALRESTTtICNONS GROWN ON SHEETS 2b23. FIGURES GROW SUGGESTm, APPRO%IMATE HOtE LOCATIONS. • • ANGLE CLw MUST BE USED IN PAIRG. FIGURE4: FIGURES, FIGURER II IITII�IITF IILLLLILJJJILLL •���I 4) SUBSTRATES: CONCRETE SK,, CONFORM TO AG 301 SPECIRCM10Nu. HOLLOW AND GROUT -FILLED BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE FREBSURETRFATED YELLOW SOUTHERN PINE WITH AN GG OF 0.55, ALUMINUM SHALL BE WO T3 AND BE A MINIMUM OF.125• YELLOW CTURPLREADS STM OBEAT THICK. ITE THICK AND A36. ALL ANCHMINIMUM GG INTO METAL SHALL EMEND GAUGE). THIOK.STEELSPUDS TOBE AMINIMUOR, IW METAL NF SHALL THICK(ISATLIRAST 3 SCREW E 3 BC TURTHREADS BEYOND LMTII THE MATERIAL. IN 0 & #12 ANCHORS INTO WOOD MAY BE STEEL, IMB.S. OR 410 SS. omplYlnB -' h the Flotlea 6miNng Co. 17 0630.01 NOA-No. E.Pwtlan Bat O5/2612O21 B miam a resod Control '1 1.000• r" r F01VAL /IV �.,.2.r60•E'-, (( ��Ep5 _�� _3TS �-/ ��Orxzas^x.3rs•MULLIGNE�C`�x• A. MIN MILIIER P.E. FL P.E.q 58706 =1PNCHDR CAP.m ITHE•ANCHOR PONDINGTOAN ITH4T FOR THE TABLE 4A 1 _ :.- _ xr a, .': - .c MOIYen Ca c Tablp OSOPOni11p b➢ .. H➢10h1(fOrheeizulali,•¢pmli'ilg mNi.) :. `IHID OpO.In0 Nfi01h iw M9ND6%-sPw]tll0mWarDl p! LPN INN win IOi 5pryt wF ]pIn BON T.FTIanp. ImdnA POGn40v L[adnp TTWnenR. I®LV ReeInWG TI¢'nlalA. Iieah llv TrzNillvq. R[clmpLiv TaWIIeiP PeGVWOv T.,M,I,O. flv[tnWlm TmMtlmiB.' RAGu6dc TN6nkro LmAirp PahnP+la Wbnp ShNSemO. LOWnp hulviWlm LavNO 1 F2.TOS La�W leadn0 Lmdnp L®dnp "Iddlnp Lwdtq Imdp LmBCB L®drp L.L IAdn9 bso Alum. p _ a oil f Fab gg (D HIM a'I 4m n%p BeE Pa.O SDo +w.o wx na0 Sm nD.p ram nap ml +m0 1N0 IrD.o sxl OnD Hw Pne uI 136.i +410 Imo 5N I]B.B 18m EII wF 1mp sm PD.D IS +w.o iH Imp tm0 aw 12M IND 9a0 NO em5i51n 1!N fm.o /w R0.0 5]I 1Cle M 1] D ]I] LIB] F. I20B IA.O i`F IIL0 13eA 1ID➢ ]30 14.9 LEE Imo iw LIA BIA 13w 1I0D )YSIN IlriO ]H t]0.0 3p Pao W1 1>a➢ 1}00 IWE 111E 1)n0 INA 8H ml IwO 1 0] 1130 1w.D 103 iMO 1L9 IND 07 IND I130 INN NO iw5 IIR tma B61 miI1B0 1]0.0 wt M3I1]0 1m0 wtP0.0 1I0.0 ]% P0.0 eta 150.E 691 is YN ELB 015 11E.5 }M }J] B15 1141 ]15 63E %5 111A H9 El➢ B15 11A1 ]13 0a5 TIOA -11� J�3Z- ALS ]E1 136.4 B10 "ID NB IW.B t.3 l2! OId. p15 IZLB Ej0: 9i9, GB `AR NO Bl1 &B OA BM118.E"-0A EN iB1S :]IO' IY,9 E 101.5 BN, MI e1 p1B `E� 11 Bj0 GA w0 ICAB 6B] ]sB EN ➢al 9 G 833 - 'w] %T 'ht 105E R$4 A. 'ii] LC.1 Cy1 ?.1 SeT 9^.t LM1I 90 SO-, ,flR. ,BCC 630 v SB3 'SW 112. AS 0]B TIB}a jTiln E» a1.0 Sb Ri 6N w.1 S10 NA'"G4 IN4 IIl 'WI '63s 83.E 514 SOB 0$0 823 "SB0' ajal `ESE' 55.2 w9 .83E 5!] 497' ]1.0 .+92 IM.] EY IOaE Es➢ aE Il8 31.1 AI nn0 1)I 100 58 65.3 HI HP 511 ELE H9 E5.0 5)1 A.0 I51 ]0.0 SH H.E HT' 35.E Efi 'HE HB aRN E0.5 611 BJ.1 190 R.1 91 ]fl0 Ib B ETI Q1.1 M 1]3 4T1 51] SL 13.8 I]H 'b.B 512 In6 1p9 i3.0 0H 10.1 12! Rln w.0 91] wA 1]I W.] 5L ]A II.! W.I 91z 621 451 W.0 513 55.) H9 IM SL 51.E H3 w.0 31.1 3II 18.3 b} Yl0 ]10 b]. 9I] mf IS{ 10] ISI ]55 ]IZ 10] w.9 .L➢ IlS wT E59 3H P0.0 IOi at 8lE AO M1 30t l51 31.7 H] IB.1 JP 10.E 10T ION 62.1 YM ]lE 53e M.1 w0 2f.5 950 21.E 2w L➢ M0 YI.O 3Bp I5.3 ]50 183 YI %N 128 . ]91 H.I Ytn 39.8 ]!B 3]Z E14 ]nT ON 33.1 iw X.B, 35E 388 IwF 30.1 RE3 30.E 215 29.1 2L3 3S0 35f 21.5 2M 22S M] fE.B IW 1B9 2H I&i R89 180 NO 16.1 3N 1fi.! 2T] Illh 21.E 387 20.3 N3 Tdl x61 a, I DID 10B IDT ms 15A i0} 10.3 2H iNF T2D xID a3 Y6 t03 RA fBB IW 15l ]A 163 .Tn .••^•.^^^.^.'inn 111G TABLE 413 SWIMe: AMMTYW: An1M1erCBp Pattame EtlpaWM[[(NY EmNpmwn M. IOqPlph11 RArcIPe ®i.M'MIrt O.D.19 OI IArtMB14 MnMQM1ICIpFb-2 IM[MeQ]'MN. O.G /IR13al A[qk ClkS/piB. J2 zAMNNIQ0.19•MIn.00/U29p.m[,IL"AEm."N 42 I ArcMIFCIIp (FIA u R!n[•mQ1.15'Wa OCI FUI IFlp: Ot TA THE STMIOARC EET R1X CYxrt[e 116 Eko Ultle[pp r 31n' tdla hM' ]6 pp De ICON I iw Ds iOpW WA rYA N'. 'Mi. NDIEe ]W 1pa AncM1pr 111'EksUMw1 1• zIm LA9' lya• WA WA p8plpa 1%O We WA WA R29 W¢ N5 D¢ WA IL'A ac ].]X Wm. L10•Eke UMrtm zno- S WA 096" WA BQDa WA TaDle Da ]'IP FkclNfs[n r zim t-1H' I-w• pY190pIW AW No., MD. HIA NIA I!!De 1101a 1901M CLIP W.Iuv CMU 1l4'Ek[UILB[M r atm Lll{• 4tH' 1NI NWA HW4We WA 'Ipua WA WA 1]/N ]]06¢ WA N/A A➢Pe6ak� 1ANI. r a1/1" 31APs W i181b WA 1%Ib WA 118'Elco UNrt xve I-v9' RIIYa NIA P8'llb WA ]lRlpe WA ,OWE. OE Aq•[Cyty tAWNQN' r r B[BIW WA 160EILe NIA 1]]Ye WA FiN` alOBPD WM1p918[iw.'Ip91 o.H• 1.1R X1M 6F2 W[ w26¢ WA lip N9 Nt ¢a %-I o.w IST NRIb B991E M 2 -n5 8[revI651 D.ur ranee 9w La tIM D¢ 11]➢Da 1156a RepAa IN 24 ]31 Ye dL Cv QUw O NI FROM THE THE NOTD:FORTi+.EOFFSETCLIP;USETHESN.IEANCHORPATTER±ND/YNCHORVALUE3 AS ---�CIRCLEO VA WES ARE USED IN THE EXAMPLE ON SH FIGUREI: FIGUREI TABLE NOTES: -- 1.000' r•- 0 1) SEE SHEET 1 MR INSTRUCTIONS ON USING THETABLES AND SHEU25 FOR INFORMATION ON LOADING. SEE SHEETS 24 MR GENERAL INETAUATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3 3) MULLION AND MULLION CLIPS SHOWN ARE N07 TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 27 HOLES TO BE FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. IN PAIRS, 4)SUBSTRATES; CONCRETE SIiALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND GROUT-Fl11ED SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED 1• ANGLEUUP Mu.r SEUSED CONCRETE BLOCK UNIT LCMU) YELLOW SOUTHERN PINE WITH MSG OF 0.55. ALUMINUM SHALL BE 6063-TSAND BEAMINIMUM OF.A25- FIGURED: FIGURES: FIGURE I. THICK STEELSTUDS O BE A MINIMUM GRACE 33 AND.00.5" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT R'� • THE MATERIALNKAND Od MEANCHORS INTO WOOD MAYBE STEES. ALLANCHORS INTO METAL SHALLL SSA OR 410 S335CAM'THREP➢S BEYOND 1'X2]5'%.fi50'MU0.roN • PRODUCT REVISED c0mplYing wIN thm Flmdda 801Z, CeeGG NOA-NP. 17.0630.01 upiNtlo0 owN 05/2612021 ..L11111 H II/r. LYNN 'O,� A LY14NTAILLER, P.E. FL P.E.# 5870 TABLE SA.. --_" •, -, .. _. _: ... __ :.` ,.:. :, .. -�. �r... ,. .. �..-•: MWLonn Ca ac' Tabb esM')• .„;, _._ .L. [. '.. ' 1 f3.125�2 XQO'mum MUN 1101 IB In W.@31n Slln BOIn •n' -baD °BBIn RN TSm l9N pJF IOfN 11IF 1211N _ Op nInBY'AON(M 5er5ae{apalTnn9 mlCiac).f OpMnB HOipMLr. IOAzaIUBµ6plarir6 inprtdan0. Inad'n0 % ,§ I.. Ina 1]0.0 1N.0 HE? 1P,.0 i96. !94 589 33.E 30] ]50 IDO 1d0 a.. �ap Skfan E1 eW 1. BY .1. By ]5] pd2" ED 551 121 3T3 X9 2N IIfl mUllwat -14[O,nWln batlilp Ma� 1]O.I] 151.7 141.1 1:de 925 YDPO P AVM 41! t21 21A T2.6 151 11.6 116 1A!n 1dB! IM fa05 31% 11Y 1N8_.11➢] '?i_ •NS' TA 6M 511 i"WE395 15] 33A 169 .J. '11DIn [ gslmprLi "No L 1]8.0 110.E bDE 110E tI0.0 1I➢A 'WB WIn l 8 @D ]OB fl] ]9I 6J5 9161 O5. -'Trp'Mma L.Ant l 1]O.0 ti0.0 I]OD 1T60 IA,0. 1]p0 110E 2 I1M1 SN fW 011 fil_ _4ji?.1�6 ,iW; Pas"aMrJm LeNnB $ S:' �{ P0.0 1]00 130.E IN.O tIDA �1J,40 too, '.^. a� ! .i 14 0W M 859 10f31i0.0 1P19 SY RapTaOrM. LOv!^A 2 �E. I. 1N0 InA 11E.0 1]0�E I6)3 ✓_' 3E. bF �`& dR 5M 01 091 TDI `fiW :801 FLO= Laffiiry 6 4 . §� � 110➢ I10.0 1]0.p 1]U. 150.5 1P_0. t1n1 to z� Ad b dz 0@ CR tON 11te 11'd JOIP BX.. in TIW}Aaq. LnAnt S 6 $�+ $�' RED ROA 1]OA 1}p0 1I0.P 1126 Ifi3C .. �'€ 6 SA WB 6N T91 Yl0 WD JJD�C� Fs4o Lm 9 fi� sB. IAA 1'/0.0 tIO.D 1>0.0 130.1 H0.0..1W9 I II�S Win run 4a = a"k � Hoo 1105 I3)9 115E �A60 M 001 6HM6 35] ]Y '100 TryNldug. �, 1N0 IRE p0.p IND 1B30 5411 ID4 !j 70.5 ]pA 352 ll.1 18.1 E' 2 � �gg �`& SIB 301 Y13 60] @0 O P9 2',i. 509 5B! Yd WO id3 3R Reotenyly Lend. n �� s'� 1)0.0 17MO Ilpp 1661 IS].3 ]O6S L,A ')1.1•'.!G 6.3 60.1 Spl 31.1 1B5 1A. Win L bC a "In I2F IBIS 1101 11W '1p19 66A l21 HI 914 452 35] 3Y 2.9 Tn".21 LA., §p a9� .... PEE Iftp 1]OA 156] 132E H2O W9 Ml NA IEE >2.8 2E] 'AO 1&5 n�Eg`g`LI3 d E' 611 ill ®1 Bt] :0?9 ?f5 N9 368 559 R] 3I6 JD3 300 RIB RMAnown, LmJn9 Ll1g IT.O RCE REE 14.9 111E KB a G3 $de 505 32P 3].1 190 11.6 15.E 1Win 121E HI] 481 11D1 HSB IMO D.3•..,� OOln R1 KI S14 1@ 35] 396 M9 TlpRnuW. LnnO . 35 R00 Into RM) 1]110 b1.4 WO f'S 59.1 51.1 33.D IB.O 1819 13O -AE @1 WO AB W1 9l3 140 BSt 6@ W1 tl3 1W T]O 140 Ps.]nrgrAar LmCry ^r3 I'/60 Ia. IS5.1 121.5 1W.1 ID.] W.0' b8 W.0 Y,1 21.5 t0A 13.8 125 BA 3d'aa 1I13 t9] L9! IW1 1158 1W0 'PSS 5WI 12 6N 51 IR 3R 8J0 2AD TIp2Z lmUrq @9Tub. 110.E 1)OB 1]0.0 1)OA I4S 11A.4 W.] I 142 11.6 f1A 8@. 6�� 41 BYI }50 BB1 8@ fi1B T4 '616 DM 52 1'A 390 20} T)3 ZN RManEAnn bedN S9 zg IfiIA 110,1 1Ad3 OSA 68.1 99.9 62f W.I.AW 31.1 31.E 3p0 iB.B 11.E 11.E O,l loon, 1. 10@ 15P 1N5 H01 1158 049 l`6 RI f& 514 44 ATI 209 TrylMeng laa8rp RC 1]0.. R60 I]0.0 tiQO 1H5 }10.8 AB.] fiAi SB.f `AB!31 MA 13.A 10.0 I61 Sd` E1 090 M W1 Np >Mq• T90' �BT: 5W 4ViWN 256 283 ZS 13n0 1083 101.E fiA0' M2 Y1 8.1 P.T C4i T11 EM S4 152 ]5] Si0 1Cl 11iD 11{.t 10f.1 OLD. 93.1 39B 39.E 303 '!W 6M 999 IW lM %2 YE 'm'i IOi,O B1.E &.a M.0 d]2 ]L1 H.2 IlI -bn' RI WI 614 fi4 951 EB l&1 111.9 AI.O 814 5].9 A].0 921 W.I Zt.1 fiE EB SBI 4N 996 31] 3W 15D 910 .10.E J22 1].E 'JBl 1)3 33.E 1ae e0 131 MK 6N IR 33> 330 Td9 Iml fiI1 i0A 50A {DA 20A 26.1 Sl! DIY' 65 SR 40 J903396E36A SIT i6 319 @A 0.1 tl1. 310 ILA li] TABLE 5B MCMrCa ol... z]a CLI[ree .IAA NYOn.unam Irf FYPwo[Pn Lrrn.e-u ssll Cm.[. EME'W. V@9mn tl Taele 9 uCa n4lw adu F6R.Cenu .211.i +/.•ss Eko 91611[. uPs@r 6ry . aVI Mz91zi M2slSI 3tYE1lPU01am 1W EN.unn9Pn ApvE VNd[m A 5[M Cd/ 9[(M (GE I,, P.10 Anchor Cllp PeHeme 2'+? D-IB' T 2Vff 3-VY Y SLY Y P90• ON OSP Ee0:tlf1:ae0nt T LV8 I -VI aW Luf Lva• 1-tM Y 13B' ISO 'yl!! EmM.nml n +dl4• ISIa• INa• tYr dE. Em lb 45+IIG ]d011n 9dW E61b Bialrs NIAs 14D9 SWIM 2M[Ns ®l]P MIn6C./6WRepnOTPICIpOiP ij °.HI Da SW Iv LE I59 Wll4 164D9 WA NIA WA WA ®Ib9 BW Pn 11IDK IAttNR®I. Li'MIM1 OG/9MreI.6}a96QCIIP fl4 dm hs ]OJ Pe NI .S ]W P: WA Y.IM WA Coo) W NIA 1N61e9 NM 610N9 5®P. !®Im N/A NW ]6016 WA ]MIN NIA MhIM WA 1p9zM WA 6629s WA BW Pi WA I+Atl tOTIM 4MIM O S A11n O,C. l Ill 115 Mp1l CIO 10 4 3 AM"0 O.4' NN. OC I ULP. Nb.12S. 6 4 NSA WA N/A WP NN WA WA NN T7-U 1C7&9 3E101 4731A 1 MEE"FCIIPIR 4 I36 D4 1P5115 22, 'a[51p 89 Vn TE Iblle 3]Oltl 1 1 WA WA 9411M l9lla �Ib '3PI:[Mn.@11Y NIM1 O.CIF 61 63 'dY]K 350Ib . N/A WA WA NIA IBI Nso NIA WA NN ' NOTEFOR THE OFF THE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3125' 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-M. HOLES TO BE DRILLED IN THE RELO FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SI@ETS21-23 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 30SPECIFICATIONS. HOLLOW AND GRCUT-FILLED Do.l CONCRETE BLOCK UNIT(GNU) SHALL CONFORM TO ASTM 690. WOOD SHALL BE PRESSURE.TREATED T YELLOW SOUTHERN PINE WITH AN SG OF 89, ALUMINUM SHALL BE BCB3-T5 AND BEA MINIMUM OF.12T V K 3125' X.5' MULUON THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .O45'THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT (I"VFMULUON) LEAST .125-THICK AND A35. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3SCREW THREADS BEYOND THE MATERIAL. #108412 ANCHORS INTO WOOD MAY BE STEEL, 188 BE, OR 410 S.S. PRODUCT REVISED ryln5 Io HERE. 9uildi., Cod. IN ft.NDA-M.. 17A630.01 �. N0.58105 o' IS TE T G TABLE 6A,.- . +:+. ,. �•" -„ .. _._:<'•. LMi00n lapacEy Teble Bbsm]I .- t: f.' ."• , -_ Opening nim I!a-wte!tj-spar/6nB lemons) or Opening HelgM16 (1or.}r81mNaMspertir9 mlillolN) ' WX WX ]ON "WN Win 1W'n US1n I.. IP'n press, NyY61uq. Pe[WgYa[ ll.,M[M Pxl�Plti RsalanT4r YreyrMn6 flttM4Li TreNffimp. RecmWlx ]'[Mrlen9 P[9x4ne Tr U,adwl"Tir Im9re RUnd"ar Tn-Qw`. Im9rY 1®dm6 fle-ss T�Laws Laae,q� 1m6rq 1z4[.t35 �nA tatln9 Lmnne Use, LLW1N baers Lm&`8 we uses Lm•nI Im9n8 Ine6ne AIMm.TMbe pe .- t S F6 _ E_ f F lim F $g TA �� F¢ s z^ a� ���� 3g25V yyy$ H5H5 32 4; �� 'gg'yy � $ � y3 g Wt, 6 a € b. d a $$ 6 g+g 6 g gg� k gggg zS gg e62 sS ` 5yy5 s@ � s d6d � qp dd s� az 5g i€ a8 i 6a d S id 6a8 dxM 1]0.9 6A IID.O q5 11dA ]H iM.O IR 1r0.0 060 1}0.0 5fC 1]B.0 Pll 1A0 61B 900 H16 'No 5N 1ID.0 1210 I10.0 @1 1I0.0 INS 1ID.0 321 I{9.B IHB 1A0 931 1f].0 IWO 1]0.0 @t HN 170.0 rW Me 61 1 A an 1n0 SU IM0 B@ 170,0 US I]00 HIS $Me WI 1.0 Un IM..0 6R I6,3 Val 1N0 60 1303 Ila 110.a We 111.] 1]@ 110A 6W @.r IM3 1%0 @0 @.@!N 1N.0 111 1]00 Y] INA 096 1]OA @I Ii0.0 10N 1]GO WI 1r0.0 11Bs R0.0 To IW,I lv0 f]0.0 ]R 9 195 IA.O lY 11]1 I]]! 1]0.0 ]@ IWA 11]! 1]0.0 ]58 @J fA9 1]00 ]59 WF 1]00 Al IrOA 613 1]0.0 B08 I180 691 D00 1118 IRO ]N 1'AA tIW Has 00] 1]12 11W 1n0 @r fA.O 1168 IM.O BW 1@.9 1160 1]0.0 NI 182 1150 1]0.0 061 R] H. In.O @I WN n0A WS nOC ml t@1 10@ 119.0 l41 NZB tOH le++ 5]2 11 IWx t.1 .15 Ilu lag Ima1 WI IW.D IMx 1302 Mi e11 tM2 +]s1 ]@ rls IW +b.f r@ 026 IW 1n+ l@ 63N Bob 80 N00 ^iAi,_ W. "69$ j6A6 Is 1288 89x IHI ]BB 11]a ]99Y I]10 �Ipt' 906f B92 lil.a ]W W.r 0W tll.a >ad 11 ..S T{vl ,rN wd 9@ IDe0 ]u W.I BB3 fOpO ]u- PF 16r1I 9P, Npo RB_ 1]]0 6i1 1I0.0 111f Tu.- 1]0] ]W 16A4 FI 1fYT l!] Ja' W] YW.]'At' 6ZY B4] iMY ]3} 6a BIY 'BS ]IY'W.1'-W) MO ']11 91P 911 WO 111'- 688 ([[901i6] 'as 7N.1 W i25 6@ ;�M f19 M4 ;WV _]W M0 1089'n0 '6}ft M9 •89A 11 "'Y6.B/ 0o) W.] Wu @8 018 'U.15 (Sty RM 1ND N9' 1N]']ST• tf]Z N9' tP.1' R2 W.0 '@.. See - 11.] No [9.9 99] %1 Me W-4 6W nF "Is T@ 110.1 US 92 ]@ 110 662 .Z. ]@ WA 0W TL2 'l63 BOA UP H.I Y@ 14. SM ]@ We 6I1 411 ]@ 6}] 1i] W2 IN M] fi6] 33.4 R1 f Tel 1G8.9 Tf1 11fA fiN ai0 YN 84B @I iB,i R{ @.B 6Gt W.B YG NA Wx 68A ]L 60.1 SB1 9A6 TN !N $@ H.5 ]N N2 N,S H] ]As 4N 380 W] NB NS 'Ua WS ]21 dW 21.7 W N.] d'ffi 69.a 8N ]I.d {@ 610 BN W] 411 dB.1 N! @.B IYa a]9 341 1]1 ISB ]0.9 [4] ea.0 Win 61.1 4]0 61B {Z} a]0 41. 147 41a US 4R NS 112 3a0 SS ]B.5 4W It' Qe NA 4W 20] LIB ]30 30 n0 4. nt US N.0 i10 29a 3W I15 1]d N3 SR R] N6 N9 20.8 ]R ]OL ]N 2.2 ]R NX TC O.4 ]R b.0 ]31 261 91 RO ]Il ]S0 SR U. ]lo f1A ]lT 1].1 ]d ]51 ]1A ]IB 26.5 N] Z1J ]1i Zt2 Nr 21.1 919 i05 ]5] TlA ]O$ 16.5 35] A.f W1 16.1 ]Si 1l1 394 120E :A] ]M 8d .1. lies we IlI Z(1 21.0 SW 21.7 2N 18.3 We 102 'W1 16.3 am 17S '�] IHT N.0 212 11.2 I96 TABLE 68 Anchor Ca N Tahb wmlm zR ¢.nrem xme.Glu mlr7cmu l9-. Frvem NIB'Ell fN^as Eku MtrE[n 1N`es EYa InS pka Alzs.l Jfz sLN 20 Arsbrype: Y16'Elm Wlm[n IN'Ek[Nbe[m U-n 1'1B'Ek51BDxan Il4'Ek[UM6M AWR(3tlx U4eo0D IX SpM (G516[arr lr•+i BvcM!Wj Anc60r CYp PatlMle 1' IVY EEE[WbRe TmY fiM4" 1.V1' Y 1-I/Y LAN' }1N• LAN' t-1/P I -III' T 13/9` 1,'a' whe EmDeeras M4 tSf 45V' IW IW [W IM 16H ID[ RIO Rs 4aDIM SHM rID IDe JII SID NIIDe mim, N1W N21b 6W4 M[M[04.iSMM. 0.418bn6u0POaael Glp (F]x. 112E a4AMMn®22S min, ]9GWe 5W IM WA 690M WA BW IB[ WA W2N [a5118 11201b MU. U,G I-Uwas TYOasenCtlp P19. 3F 1W R5 10GIDe U.Pe 1N01b 6@IDe WA WA WA WA 1363Wi 1ROIN iN01b 6 gMM1M®1.ITMh GC.I6hnEaE {V OOfei)CYp Ifh IF 6Wke 14WNa Wq WA WA WA IS IDe WA WA 62. NS Ih 11]URs 4AMbn699'MIn O,G/61)T15ArQ[U'{a/IEjI. DY ]60W0 iW Oe 6WW ISWBa 1099Pe SNP 6W Iel WA lso.e NBIDs SWIM 11 1]TIIM IW009 B Awaae 16" Mh OS. I.12[S w. Ubel6V.6Y 11NIN 11N We IWO@e 2N0E9 2W., sole .71ft WA 1190 fa 112]IM 1YAIM AIs Is 1eNIw WA Iners WA DUA WA IVp%. Wq WA WA WA , NIA WA` ?WA_ WT NM ',.IM!ma®aaT'Y.X GCIUpIp M[.t25'ABm.(FeJF 0T.9'MN. U.CI FCIb Fp. X: XeW[- ]W W 29DWa _TO$Re 416 b WA 'RBOIN WA - -31TM' PIA 4W Pe Mlp Nt T9 H21N, '.d"b- _ .2enM0m IArcMn 1.b'MF.O.Cl i41 IFlp. eA 4NIE[ IOOm HIA-' WA WA nne011W WA A. HM WA Wp NR ba (BSM 11301Ds 40 NOTE: FOR THE OFFSET CLIP, USE THE SAIAE ANCHOR PATTERN AND ANCHOR VALUES AS THE. FIGURE I: FIGURE2: FIGURE 3: FIGURE4: FIGURES: FIGURES: FFFFa1M'i[7iM FIGURES' FIGURES: FIGURE]: ANGLE CUP (FIGURES 586) MUST BE USED IN PAIRS. ' ENT FORMULA: 6 FORMULA TO OBTAIN YREOUIRED-CORRES PRESSURE REOUIREM TABLE NOTES: 1) SE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND]OR OPENING WIDTHS!S ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SI IOWN DIN SHEETS 21-2a FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (GNU) SHALL CONFORM TO ASTM c-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063T5 AND BE A MINIMUM OF .125-THICK STEEL STUDS TO BE A MINIMUM GRACE 33 MID.04S THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 008 412 ANCHORS INTO WOOD MAY BE STEEL:, 1" S.S. OR 410 S.S. BE S rc NO Bo W- N J � N �L F Q! O rN � z Z mac _-m1 4 PRODUCT gREVISED as cony CI0tleW1[h the FloridaN011-N0. 17-0630.01 G,in .a nose 05/2612021 1 -•-� 1000' r . \�aQNY LYNty �21:' \.\GENRE• .��(� G * : No. 58105 'P*' 46 lip I•X4"X!a5'I A. LYNNMILL@R; P.E. MULLION FL P.E.958T05 TABLE 7A _ .. •.. •- _. .- _ .rnmu-on c.waty ree3e(Imm') _ Openl+g WlMh QaPLOMWIY-spalrinB anDora)orOPenln9 NelBht llmlmdmNA3M5ParNR9lMIiare) 4 mM 101n 101n BON 01n f001n IIDN 1406 +mN paoLmpem Ry✓tA P<tL^Wm TaYrtlm0. FaunnvLv TeMnmp ReeN�aulm RylinaI. mana^9Var TmARnarp. Re<Nnaub R¢Resp. 'Im1ry hemnpulm Oa T1., Ncmu L ReMaa, TVTn . L°nfl1A 1°°a•9 114,375 Leal Oa LeWn IavMO IC9Q^0. LmQnO IwQM LoiCnO 1^e!^9 laem�9 LutI Lava, LweN Ia.QnA AWm.TUD. Sar s yyn �g }n+� � 5 �' � � �J d�' B � da 8 do L�" d IN 11 HIM MI, gill In al us na.o w noa Im tmo eee nac sW Imo sea Im.a slv Imo r16 Im] 5N Im.n II Imo 5D Imo 1� •.7ao SN no.o mOs Ima ml sN A3N uF tmo nay bm Toe tma tma m4 no.o bsn Im.o sa Iroo -am Me uo Im.a uv Imo m1 Imo ms 170.0 u7 Im.o un Rao uo nao vm no.o mA Im.o IW Imo em an 10. eW Ima m+ "1 1. Iroo 'em Ima am Imo m Imo 1. Imo mr Imo +u1 nao rm ma 17m Roa rW Ise➢ Ima Ima 7W RLmsN tm.o 141 Ima Su Ima ose noo ea nO.Q we Iroo 7a neo Ins Im➢ em nnA P +m➢ en Ima Im1 Liao em vav tmv na➢ ml me tmv Imo ml Me aF nao m) Imo mx 1m.0 -Tv nao 12m Raa ena n0.0 an Rea IH Ime 1sa 1 m 0 aW Im, lei. Do.0 I= Ina Lela nao +W: nm Ime +ma IAm m] Iesv Ran mat mF nao ee3 Imo rol ,745 n.-0 iida Inm fl1a +m.o voo tmo MI 170.0 eu Im0 14q) Imo aa?a baa tax Ima tm5 ono Isu Imo nII 5q9 H. seas use tmT Ia: +eT] nm Aee Iax L _. min tno� Wo tro.m nA0 m ro➢ -Me -ml )l00 1]e1 xioo -+mA 1tln.0 11m R 0 -lag 'u-f •an 151E "itu -,,is fp;', Ina Hao' tm.r'14a aan Ime .1, 1. 111.E tta 'm> l0a 400 -Iim tcn ''$6.O '1s0 }r0.a n1 P90 liob ma., l0ti` riPd ) +14fl '9a0 'I� me.g 1uO 1003 "tq o':)]'Yt f1?J 9oeQ "t na tAa' In.9 1� I036 ti^. 1u6 t"B 'm0"I7m' Sn.O Iml 're.{ ISA i:T9 •ills $b T11n rem a..-•fal in. nD +m.o m7 HaA 11H ssan I.1. ta.a uu +ma eat nz3 I'm Izs.r mo mr na n.3 od an. na Tors ea TIa na D.a us ell na1 me Wr W.1 na Av en 3 2 rein 1mi TIN tmoOCT IMA U- 14.0 a63 II0.8 1111 130.8 wr t0)a o, In.e aN 925 1I. Im.e 810 m.0 tW 8e.0 BN Lill 1124 EB.O Bm 59] 121 &] eet 51.9 11N Six an ra rl] 04 821 TN m9 eN TJ.] r11 m.l BN W8 ]m W.0 6N 81.4 Wi 4.0 &4 a1 me Me eH m.0 m0 a1.0 eH R.7 ISO WN tn1.1 eH +119 r511 ei.1 al W.) 49,3 T12 ell '6:3 N9 ]43 I4g MI MA ]H H.e ep >1A ]53 ]ae $W n.0 r11 ]r.3 ea WN 031 )A2 et] 85] 712 )13 D3 6a3 e].e ra2 D.x al m.t 14x 9a WI See a.9 mt H.T $m 1fle 51] ]A.1 Yg H.A SW aJ 5P8 3T.] j Ise at.. ]m a3 192 ]61 6b ID8 HI II] Stl T86 1R tA6 beg 34] HB tOeF 638 SBS 019 90 621 Yn Im ]3.a eb 3{2 4Y] llg 54 ]I.] le] N➢ SS9 D.1 4] ms a] 3l] 14 1e.0 eY E1 Hr 111E 98 5a5 Ye .3 1a0 535 411 4W 412 655 Ila Hr ]a.n W Aa III 4m 1mbe 4ae 4H KI H] a.0 II] )90 {A 318 475 ]ll 4ID 'N.e 475 EA H1 ]aJ I5 1&B f49 xlg an x43 14F 3a1 ]m an, NI D.0 Tl0 2 ]'ll 1'a Si0 Im 19I Inb aln Il.n 1W ANCHOR CAPACITY ADJUSTMENT FORMULA: TABLE 7B AnNorG Tahle m ANCHOR CPP.�.,,,°. (OPe)X( >-ANCHOR CAP.,e m3itral.. 1. alaelae as mw. ImawaAu FRH as v7vmm vm MOLLIONNTO OB,,,, vtr sm sass sl:a v+TBw yr bs SkP nnseN 4zsmx nxsm Ytc Flop Ulhmen tn•Emo lmiem ytT B[a VlamOn fa ENO LYaecm Amrtemrr Imasm AmnGemr g[mr •G]1 screw(09 Bemm3) USE THIS FOQUIRED' AnehOr COp PaSems '�eotMe Mtmm CORRESPONDING TO ]I/r 3• OZ- osr a]N° CAPACITY ftEdUIREO'COPJrESPONDING TO AN Lem Demwa WA +' 3.I(! T T-t? st/e T aim 1' a'1 r r f.YO' uA' ake ACTUAL PRESSURE REQUIREMENT FOR THE 5mltluml Wt taw fwr tID4• RW' Y tm1' +nle• 1-RP Lv4 ..ve tb/4• .Elbe 5mm IT IS LOWER we he Mib i Aa0mn61.75'VM.00./SenhanwORN OW(10. ta3k caOlm a90me 6a a BSOIW 1944 We DOm ]mlb g51m 7mlw n{tm mllb CAPACITY OF THE SELECTED aex the 8e]Ib nxOm CAPACITY (FROM THE TPBLE)OF THE SELECTED 4Amhn•m 1x5•wn. a.a/SNM•aee0ne).1 Ft.]e MRA mom an Na I4mm 953m WA bmlh. wA mole, WA mom WA WA I.. 11m IW 22<c lla MULLION. ITWILLYIELD A MINIMUM ANCHOR 1.1.91.11 'MIM1 O.G /81an4A0IafOFe11CIIp p13. 13 Wam, t{m l6s WA NIA WA WP )IDIh1 WA WA WA WA temlb mzm m)m +nom CAPACITY WHICH MAV BE LLSED TO OVALIFY IAne .Gra 0.0. / ow Dlw)RI3. sk rmlm 7mm bmm ismm IeWm xAm bmme wA Mon 7481b mane Wmml loam +]am tmcm ADDRIONALANCHOR OPTIONS FROM THE eAMlvaOrmaoa)m msay.uml(Fa. st nmm 117oIb +CF ma Daum vum elnm goal. wA 11m1b nom nIDm n•p,. WA WA N/A tlO PNGHOR LAPACITYTABL Im. E . 4Arc)m®OAT Nl C.G:i]Oq Nb.133•AIsn.IPo :R WA WA WA. WV'. .WA WA IYA WA WA WA imm iaA ]153s WA 'Make WA Yt m• 4211¢ _CBam ..2AnG1 l®TT YN.4C!KR(R.ek )same ].fOm 3WEe note I he 'NA 90M WA WA WA NY". WA a1m Bd51h 111am •. ...J . 4An:Mrt I.tT NYL O.C/F�PIaN. a2 HS m. rmm WA.' WA •JA WA tCG2' r 1.O00' r NOTE FOR THE OFFSET CLIP, IISE THE SAME ANCHOR PATTERN AND TWCHOR VALUES ASTHESTANDAPD CLJP. 1 TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON WING WE 25FORINFORMATION FIGURE I: FIGURE2: FIGURES: FIGURE4: FIGURES: FIGURE 9: ON LOADING. SEE SHE. 2A FOR GENERAL INSTALLATIOND MEtHODS tATION ORV • • • • 4.0DD' FMMpNOOUL�TOCI�BN IELDFOLLOYNGDENSIONALRESTRII • • • • S 9.037 SHEETS-2HOLES TO BE DRILLED E SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE6: FIGURES: FIGURE]. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Mi SPECIFICATICNS, HOLLOW AND n • CONCRETE BLOCK UNIT IWO) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE L1°%A'%.3)S-T GROUT -FILLED PRESSURE -TREATED YELLOW SOUTHERN PINEWITH AN ALUMINUM BE 37 •� ELSTUDS GRADEL GOG T5 AND BE A MINIMUM OF.125'THICK. STEEL STUDS TO BE MINIMUM GRADE AND.O45' 3]5' SIE �� • THICK(IBGAUGE). STRUCTURALSTEELTO BEAT LEAST.125•THICKANDAXNLLANCHORS 1°%1'%A7ST ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. • ^••'•' OD MAY MAY B ANCHORRSS INTO W0BE STEEL,1&0 SS.OR 410 S.S.-r.MUMION PRODUCT REVISED as pI Ing with the Reecho Bmi,11.91ad. Now -the. 17-0630.01 E.plratl nDate 0512612021 * No. M705 I3MLt 6A... - - •., ! ,: -... ,•.:, . ,, • . ' M.uKn CS .dNTablb IbsMl) � `..' •�._.... Opening WI ffbrtA19w*sp8Wbg�ow)O>OPening 'SOIn WIn Min .0 HeI6N1 . OwbNzalWq"Spemin0 mx0a]W) i i � ` taDln Imin 1401n 1W In 130 i RecMnplal 1®N9 inpnllm9 Ie.oM PeclmpJb. Lo[Me Tn� [np. anv nOnmeuYr E[BN9, TepTnm9 -Ina Namnpe[r Im9[9 TnW%m0. Im9np ]I[MpJm Ins9nv Tnp'm[np. Ia'an �Retlenl.Wlu' LmUre inp'Mmn Im6re• N F.m LweN rnpTesy L.IMI FulenWs W[tlnp T[pRnanp. "-a N[dwyNl L-a, TnyMsp. ImaI,Y 3.19s' a g@@ a� 8 5g iS't ge 55 qggq a@ E 55 k 11,9101101 gg a@ yy t� i� ya 3i a� ayy s 2�z 6. ' i� f Yi Ill ge} 23^� a c Sag dP a" a 5g so@ s g 5 s� ya Y s5 s ya e$ k$ 5 s33Q s gg � y39:n nn9 ® IVA us Han ru iron m n0a IOU Ulna Np 1".0 m trod Su IRO Ill. rmp 021 nn0 1310 1709 s31 nna tEW In.. o Ina In. "I ISIa n6p l"0 aln IRO IItl HN. UE ImA eW vpa sin IN.9 K3 nnp WJ trna LIM In. Rl iron lam npn -M 'no 141r IRn RO +M.O I- nn0 r :Su Is3 RO NB.tNNrn Im.a eW ImA We nao Wi vm 1Lb nee BBI nna Um Im.a rm nn9 INs 1]W m IW.o Nw Imn rW 1:9x Iwe Im.a ex vW Iroo rsF 1uA 1Y0 noo rW 34r ma%a 1. 1 ImA .Fin nog t+18 nna r31 nm I- IMF )65 I'll In6 tm9 m +[le nm Im0 a 1W] nre 1m0 UA om Im.9 .1 etr 1. Ha. en, WT Ina Sa iR.9 ml Im.O IVD 1AIn >n f]ea ns] +mA nm IWa H 161.4 WO 19.0 uU IW.O 219 tnx I10 tMa B12 V1r 11 IILe 94 aM IBLe 111 e9.s iIM 1ua.in Ir0. Db IR9 r1!]. :1WJ Ojl 9RAi[W rnx1c nm aW Im1 tost ll2at '. 1.7 'Ila I.., dfr WI Imt]Sr OF .1 )MI, Haa I., Hal IF, F9.9 Im1 ua.l ,4xg] A YTw Nal IF9 114.e 'am- vf94 :oA' We rL IwI. M7 me'm' Re AST slag•"Im" s6- 9F>' Iwe 9 Fee nn''I9e39.> esr NA NS' Q.2 9n' y04 ]$13M 1ffii Im.4 q4 RI l)!3_iQt,e° 111.4 We M3T6 BM tts2 .sFOdri.B idi rII OSB 6m G.[ n] 'r&r 6w on LBQt' 1T1 04,1 l9]]e. 'AM N4 BM "1B;F10' 0.3 SW AIO rII FBS 0.1 094 TI[ 65.9AN %.)r9rein mtx WB ImOWe MA BU R) 613 .5anW3M!SMMS Ila SW 65 Bm E[.1 Wf Q2 In Rd 63 Bm 51.4 U7 31.0 US tal ]R WF ®e S13 Pe.o 4I1 [1.6 RS S15 50.1 NI 41.a an M.r 4N 388 !15 Me 4M A.9 Ill ]]A13 !IS ]99CA 4W 4]] 4W ]fl0 EU NA 391 y9 4n S9A 30.9 J03 IM 33.0 ]m Srx I:J ]OA JI4 ne W 6.6 B.4 W N.] N9 n.0 IU .RB ]361111 W.1]30 1�1. 3).3 ]53 R4 ]1) 9d SF' ]S] dm ]I] W] 3L1 ]R 19,1 ]W ]W 111A 39.1 AB 30A YC A.] SM ml ]N S+ 297 nd a3B M. 3B] 19.! ]35 m9 2]9 1r.B A.0 19.1 a35 OWN V, 2M p!] 3F4 3]2 Na 19e 3Y, d1.3 2 I]A Af 132 2W +1.4 a9a In{ L9 mH tnl mI 16x Im INpLC oo MctmMC9 erny Teals W1 eu16VA¢ 2R 2Y[Re 46P fAC. Nrme01U Fbl WVg.m. OL Ytld0 vl•s3Fl[[ w3abl imsr9MMbrClpPetm%e yl6'D[OUnam VC EkOVWa.•M Varem 3'1CFI[OVa,Yd1 Vf QOUOMM A9gKdY UFdtll A®e'[' 1 5[IV IG¶ 9[r[/WNnR' p.Ll'M, ldlf I -VI• LYP 1-V1' I., 141C 11/e 2 13R wks3M[l9®6]Y pp iC �29 9W I% CO WB BW ne 'MOTH LOTH aW6 1V en i1D lm 7MIM61: ]e :69�5NhOG/ MIrtOGI SIntlSam06Yl p'Ip WA WA IUA N/A 3Wb N/A WAMa. IIS%[Mils p19 zt An lb] ]IDIb E9m]oVu [W ¢B ta93Me35 Rs 11nemWAWA/A WA WA 45139Igp9 2GM 4t5 PC 0Eb tl3M) IWb i]l ®s 991% 19)lr915s 331 tltl 396 PeM[iW52®INIPNA 1WW N'.5dnm �Oa NOTE: FOR THE OFFSET UP, USE THE SAME ANCHOR PAT ERN ANDANCHOR VALES AS THE FIGUn I: FIGURE2: = rqF1 FIGUR23: ANGLE E Q BE USED N PARS. FIGURE4. FIGURES: FIGURE B: Moo • • SOP-) X (ANCHOR GP.,e...� =ANCHOR CAP. MULLION OBTAIN USE CAPACITY REQUIREWORMULA CORRESPONDING LNG TO ACTUAL YRESURE REQUIREMENT FOR HE ACTUALPRESSURES LOWERTHAN FOR THE OPENING WHEN IT IS TABLE) OF THE MULLION (FROM EI]E TABLE) OF ➢@ SELECTED MULLION. IT WILL MAY ANCHOR ADDITION WHICH MAY RE USED TOM THEY ADDITIONAL OPTIONS FROM THE ANCHOR CPPP.CIT)', TABLE TABLE NOTES: O SEE SHEET 1 Ti S INGTRU4 O R ON EUSINGRX-I THE TABLES AND SHEERS FOR INFORMATION ON LOAOINO. SEE SHEETS 2d FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MLL1 LENGTHS ANTbR OPENING WIDTHS IS ALLOWABLE 31 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR RXACTDIMENSIONS, SSE liar SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTFICT.ONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED APPROXIMATE HICLE LOCATIONS. ]65' 4) SUBSTRATES; CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREA': EO YELLOW SOUTHERN PINE WITH AN BE OF 0.55. ALUMINUM SHALL BE 606346 AND BEA MINIMUM OF.I2STHIOKSTEELSTUMTOBEAMINIMUMGBADE33MD 1.25•X 3.1B0' X165• MULLION .M-7HICKHB GAUGE).STRUCTURALSTEELTO BEAT LEAST.I2STHICKMDAi6.= (1114' VF MULLION) ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONOTHE MATERIAL It10 8 R12 ANCHORS INTO WOOD MAYBE STEEL, IM S.S. OR 410 SS. a W B Ixx W ~ N o U ¢ O 1 a.� Z 0 PRODUCT REVISED BVIdbpCIN the Flo rida I NOA-NA. 17-0630.01 FaWr ien Date 0512612021 a-�-�" No. M705 40,0 •, Sq • I;O VAL EN` I... 3111\l A LYNN MILLER P. FL P.E.# 58705 LPL _._..:. i:. •:.. .,. --d..NWlien ClPOC Tahm mW111' -..:: l "�.. : . Corning W4W(forvdMeelysvmmllq mWfoml ar OPBnin0 xel0h16 Inrt3PnW9repaNYlO need. �) .. Wln 101n BOIn a.. 1001n 1]OM Nal, IWX fi0N y orwi. Tagil. WeleMJu wrn. a. NA ., Wu To(/ one fl%mlyb/ TAYNmP Me -Iauh/ Irr n'a. A.efnpubr LapiAm0. Ra[IeeWer Tn5RAm0 RUImWIu T,OpTNn6 R[eMnpJa/ LryL)Mn6 1 T9a9.2! Goole LwanY LMblp LmSnp Lupo, Lw6M LceBaO ' LOmfllq Im6M LwOiM Lea®v GIre lceSry Lw6"n Lnwa L.er. Loa4Xp Y A00 AIum.TubS MUWn FDpxA 1h, fill,@ yyyy 9¢qGG ¢¢FF yygg .3C 9 yqqy YYSS yyyy ®F, ESL 3y a t��e yy eq d qp 3�6 ,5C yp S yy d py �i S d £ d 4C dR 121n 101n W.B19X MX WIA sJ BB'n 68 d1- .� }]X� 1� IBF �tl )SX pON 8001 1)0.0 Ii0.0 110.0 1)0.0 fUD 1i11 I%S 02.9 )Od b'.1 4)1 ]90 610 ]IYI 11) 1 T10 o, 1) ;61P IBS 461 SV 2B1 1)0.0 t)0.0 1)0E 1N0 193d -Id3.0 111.t P)1- ){T B00 95.1 on 196 Na 8tl 812 B51 6l9 ]d01 aQO,'-BB I,18� DB1 P99 290 1100 1100 110.0 LBW 110.d 1011,j1 j9L !.1` Bl9 ]14 inl d 111 L50 WB BM 149 H11 8J0 'Y66' 111 ]92 )91 3 1)0.0 I100 1N.0 IW�O IB]] -H11 OIH )d,f; d]B- 61.7 ]lA ]O.S id 6G B]1 601 6A 'SW- 'S1 ' :,yB- .969 YM 25B f 110.0 i6)A 1W.1 1ii.B IOYB BBA 'ia0 laF. A ]0d 29.0 d5 09a Bl0 B31 e8B 118 017 BN -9+0 485 141 9x 30t IN.c NO.c NO 165D 111.8 1WA tl.B ✓,;,, St9 Bae Y] 2fld i8 Wa 630 BBI Otl S5a Wa w1 ]90 912 45a 2. 1160 190.) 1dIB 1110 530 N3 N] 610. 141' 400 3fl! 218 as Wi Bi0 8]) W9 T4B R1 or �10- NI 114 "1 3E 1)00 1)00 1805 111.0 1%.0 1d 10$ j0d 184 SA Se.e 'L' ! d& !10 081 )LO cW Wp fi18 6W WY .Br1. ]68 2W us S 1TA0 1]al 1113 100.0 10.8 eni_ 9.0" dei S01' 2BY 45A 1pA 3 1118 B]0 831 am TIB BR 91T -,910 "Ine 4Y SL ]W 1)00 Ila.a 150.1 id4.0 /01.0 05D )10 9qx. ISS 41B 2'1 21] 521 BT ae, O04 a 19; ]10 ]d0 215 31< I610 111.0 IW.6 MT 11.0 01.8 530 ,n.4 ]£a Y2 21.4 11.6 1110 N0 021 dW )IB B)I BI} .Sn 185 141 ]]2 191 Ii0.0 110.0 19J 1$0 M.d SI.O 6B.1 'Wl 42P 58.) 44.1 19.! fA BW EW !L 90) BA dW 114'- �'1]N' dbB 4R 41f 121.7 BlA Bl8 Tl.] SOY SIB 40 92 POd 12 11.1 t0.7 111H RB 93] A59 ]dB S]I B1i IB .185i Y B94 19f 11a.0 1]0.0 16&B M. 0.0 11.0 BU 04a0 1�9 l0 41.0 11A 6R1 NO Bpi Ode 6W 02B 'flW aX1 by 20B RN 1009 tl0 1!A W.R N.R M4 x4 SB 392. 9.1 IS.2 12A 1119 Bl0 B3) N9 118 01) Sil,� 51B 105; 14L 19 !91 1N.0 iM0 iW) I20.B 0).] )'o.l B31 I50 BBB S).1 IB.B 19.5 621 dW 095 632 OG amI. 482 4M N& 48] Ui BAB )Sd 05.0 !IB Y.B 1B.T >].S lO F. 920 304 I].R 1110 NB R1 66B 118 61T 011 510 -.105 YI ]13 Ila.a 1}0.0 15fl] I3flB 09] ev Sll 1A0 ]B] OL) ILL R1 060 on e8R SBd ren 4 4" 4 a1B1F ]W RO IpX 24.a 2d0 211 NO 506 3]0 91.1 2a9 1i.s 2A 16f R01 111 200 :BS INB 111X 9.8 1 210 1 111 1 'a' t180 LIB IBA 1pd 183 210 160 191 IA1 Y10 fI4 1& an .... ... I B.Y L1)0 14.9 Idl fAA 10} TABLE 98 Anchor 8lbink: 21k CelloRi[ Ca acly S.N fN[. Teble ea Ho1mv CN11 FIIIW UIU WOW MNaI Mm[Type' ]H8'EIeO UIIm[e0 I/1'Eke Ullmm �4Rm YIPF1cOUI1Men V4'EIN L11mm� 1Anar, a Ap�COIm Y1V Eke M,um Aae,ahO gppreGale! Ola 61w1 .I 9WN (G51 Xor(M 8ervN ILG) T33(al .-(all ArchOr COP Pdtl0I110 P 2VY SIR' 1• 3-IIY 1" bl?0.40' a.SV' 0.5x' Ea1e WI0na OnY 1' 134' M01i1-III' 1-I/4' N LYO' EmGIpa`a1t -4- 13'O' 45/4' 4 t&a Sa SWIG 9941G N/A 311ue P1A xl l0. 443b '2' WOISe eo PMnen®a1s'MIM1 o.c.IstlnasBuaWelalvlFk.lR ene 4WIG 9W IG. 4W hr W000 WA N/A NIA WA WA 1A M3 BW Ib 1aROb I AncM1On®1.15'AlIM1 0416trdarO (0/Glkentllp(Fy. R$ 400�1801" ]aR IM WA WA WA NA WA dW lb I98b PPL 10e 1WRNc an W3®e B851Ee ]130N 9NWMIf 0O 3'NIM1O.G/I313[SMpIOLApe/(Fq. iT)W IG iWb BW no 15900e I�b GONo .9W IBa WA lblb WA NIp NlA 05p We 4AwAm 00N'Mh O.C./UC1h, XM.1W A .IFN.IF WA WA WA WA NIA WA WA NA N/A NIA NIA 4]]Ib I. 4W 380R8 I AICM1w/FlYp ffN. b! SOSb tBShe ]35 ke M50a BRR Iha 138 PO 110M 11]IG 4101G 1311G 93R Iba 41PIp9 $801be RAnOeO9 11Y NN'rIG/F-OpIFIp.OR "210 X[ 4Wb .WA. .NIA --,'N/A:_ WA 1W IOe.. WA N/A xl9a WHEN OANCHOR CAP.,e PRODUCT REVISED THE -ANCHOR plYYlng wind, Me Florida IPONOPJG TO AN Bu11,1Cede TENT FOR THE N04-Na '17-0630.01 TiAN THEMUWONJ I ,pll000n Da1GD6/26/2027 CONCRETE TABLE NOTES: FIGURE I: FIGURE2: ® • 1) SEE SHE� 1 FOR INSTRUCTIONS ON SEE SHEETS 2J FOR GENERALINSTALLATION METHODS. 25 FOR INFORMATION ON LOADING USING 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALDWABLE. 3) MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSONS, SEE 3.250• 3.250' FIGUREI SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS I ANGLE SHOWN ON SHEETS 21-23. FIGURES BROW SUGGESTED, APPROXIMATE HOLE LOCATIONS. CLIP MUST BE USED HSUBSTRATES: CCRETESHALLCONFORMTOACIMISPECIFMnONS.HOLI MD ON ILL IN PAIRS. BLOCK UNIT(CMU) SHALL CONFORM TO ASTM DSO. WOOD SHALL FIGURE4: FIGURE 5: FIGURE B: GROUT -FILLED BE PRESSURE-TREATEDYELLOW SOUTHERN PINE WITH AN SG OF0.S5. ALUMINUM SHALL BE 3 TS ANO BEA MINIMUM OF.lW-THICK. STEEL STUDSTO BEA MINIMUM GRACE NAND ��0� da) GAUGE). STRUCTURAL STEEL TO BE AT LEAST.J2 THICKAND A36. ALL.100• .045"THICK(18 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL LaW X 3.35'%.100" 1.25"%32S %.tOD' Q #10&012 ANCHORS INTO WOOD MAY BE STEEL, IM B.S. OR 410 S.S. MULLION FOR MUUJON FOR ' FIELD-MULLBD UN(TS FACTORY-MULLEDUNITS A. TABLE i0A-.. M Dien Cp city Table lTb.Pl]).- OF.Po P Wd%I4tV0NCe0ysp g WOU-) "011OrIn, Nei&N"' rISTx0ram"PUTHINmWI1 Se) - 90 On App In in 10N Soto POF 140In 10 Rttlaapu' Taprt..", R-,:p i BrtN9 R 9 , Tnyfn 9 fl[uryuly i pn ^9 R9earpWa T pRtlan0. RoaW91a TORn nA. LmnnA L°atl'np WI T Pmia^B. l°eMp 1aa669 Raaunpun Tnyitl n9 L®tlhr9 lmN9 W[WpW4, iLl ,, L°°o'^0 LaINB 12fi M326 Lag lyo,2 L°aE ag LBanFA LoatlOrp -WeMp LeaNng loe6^0 loaEmB LoveFg A.6R4 mum. Tube 5 Jy_ 2 ?--. G �... '� �_ F C.. � 9_ '' 2,. � "_ �.' �.. .5 .TO • F f' �' L_ L �: ? F@ ? Mu01en 'i�`,e :� •^ a`"€ 8e gg SrA? 1'qa g@S A.p 6.c :S u� 5 y g@ u S42 u : u'k .@ �'} : 5ka e�@ :S{ '8. {€ us irC ?"u .6, aE E€[ LS „3C as as 339@ cL n� =@ a n'S z as is fr3 as as E@ as ° sa �� sa sg as as sa ��. sa s@ sa Ia 2a On a a 316 sa E@ as fl @ as to No 11A4 Abe line 06 1]Oo 1, fno IN one 1116 Inn SSI IIeA U40 17e4 UI 1N.0 1100 IIAA -1 1701 IA6 114.A 631 1M.0 1969 I10_B 521 It in 11eo 6M IN.O 115 139.0 114 Vol IIAu 630 900 It]] f10.0 66, 17AO @]5 1]0.0 6]] 1NA k4 q00 6A0 IMB II00 IiOA 6M 168.1 P)9 p0A 6B4 IIA.S 19R INO 6AA IB In 1)n0 iCB I]0.0 W lien 850 110.0 681 f]0.A 09P 1p16 1te0 681 1]oA 1195 1)A.A R] 1)Ap 1H5 1no ill IiJO L91 t1AA ]56 IMo 1Ifl 1160 ]� K26 0]l 1M01 t66 11t.5 1BR 11AA ]56 6AAS h1 IN.A ]I] 17A0 661 1M.A P6 1]AA 6]I 691 IIO.A I)00 1116 1Ip.A 164 1]GA IRl6 INO Ae] I]ae 11]I tiO4 93] 1leA L591 1]A.A BS6 1A6A Ii69 11AA 061 134.1 O6B I1A0 141 11].] 1]59 110A ABt 1063 Hln IiA.4 191 IiBA OIS 1]pA MB 106] 1Tle 1]OA i9i 1)OA Wn line on 1.0 1411 llae 9M 16 L1 loll 1n 1. N50 1311 1149 1033 1'HI.8 1511 IIA.e lou IA3.1 -41I Inn 1063 9no 1511 1no Is, solo f01n '. IIA.O 36 line 1% 110.0 nee p4o I. im] n o 94e ISO. Ind 17Lp 1m6 Ms3. rnA yn o_ 1mfi IzsI On 1610 IK12 loll m14 I55.9 miz ea6 n10 G3 1m6 To »m nm ¢ lm0 sA )m4 Imo r1s iPA m0 )nB B1 1TI _A"so '9A9� 155c'1He IiOd 1coP Ilea 1PI5 i6e A' 101] 1]f1' IPIA Ili1 teen Inn We men 919, 90e 1Pde on, bID VA Me .Ine 914, ierl 1i10 fP90 Y6 1n" tti^ 1]fi.0 ..�_ t6Ltl .9i1 IW4 'i1P �;_ mmof 1h 153 .0f'. �109 NO - llR.l s ei Iba .iW9. 1f91 fiW ]S", JN9 twar BIB B]3 1W] ART'tm Ntl-'Ip1v ai]„'r0]5 'Tiw 59.9 N49 A13- 9]A 'p>A� LL6 4Y9 LI 9)f /!] No Min Hti YI 41,1 tY.O 911 IBaB eA5 1n1.9 YI 1113 101 89.f Bd1 I44.A l)1 iP] Yf 01.] 108 71.4 Hl 856 t6] mLYt Bm I01 Rld ]B] 61J 11.1 91'i SIX Ile Un P] Tel bO BY BA.1 09e 9 181n I31.9 B& lino i0l 11oA 191 114.9 1R H.3 e91 fOLI ]59 826 091 91.9 L4 llJ ABI 9L1 1N E6.o B91 10] ]31 50A 6I6 605 YA 611 05.1 6/6 61A B11 603 B6B li] 611 5R8 6se I30 li]1 19l 651 15.e A]I Il.l T9 ml B11 ]91 5]f S69 ITI 31.9 9p In eS.A 611 Aal 590 ]1.6 41f ]49 SO 41.4 IM 0" 6W 39.6 IN 99.6 fW 31.] l)1 351 690 318 189 3P.1 690 M.B IH N., iO.B 69p ]3.6 531., .SSA A94 AIA ;S1B SpE 690 5]A WB Id] PBA IR 113 32! 643 IM ]9.] ]ie ISo R9l 9M P19 449 Rl.l ]II R01 IM R]6 3S2 11R I66 3V I16 16.5 460 19 A. ]lA 1@In 19.] Ifi6 50.9 431 114 d66 12e 111 355 IA8 J].1 4p8 ]I.1 R9 411 P69 11P 191 14l 115 %] 16A M1 IS] l53 14.1 MI In Om 1111n IS.B MI IG.1 9eo ]01 N1 a, ]9] ]t.l 441 34.1 307 38.6 441 30.2 ]e] ]64 411 212 3]e IA In ]n) 3]B %3 NI ]A2 ne to 339 P6.A nB M6 331 91 9rB a.l 3m 30.1 3]0 Rll 335 1B.1 ne 195 ]it 16.1 ]m 18.1 ]M IM in RB 363 211 tU t]S R63 LA R39 16.0 10R li3 .4 119 EIfle Wlr¢N Y4 Fk0YBrMe11 lyinnrmol m+6•EI[o1PLa(ol in'E80Ytlra[e^ AnN+orCBPPamms PRODUCT REVISED BUIl01m81F1n9-IM Ube Florida NDn-N9, a 1T-0630.01 6YAANOW.iJIFFtiTp Ree N2Ae P9 Jm P6 WA NIA Ib NSA NlA NM WA" NANCHOR WPRGTYTABLE Nnb FIGURE 1: FIGURE2 TABLE NOTE& -1.25W 1.250" TABLES AND $NEU a • • ON LOADING. SEE SHEETS 2-4TFOR IONS ENERALNSTON USINGEALLATON METHODS. FOR INFORMATION +11U 1114 p] 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDOR OPENING WIDTHS IS ALLOWABLE. � 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE GENyF i`�F FIGURES: SHEETS 21-2& HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3250• 3.250' ` Q'Zj , ANGLE SHOWN ON SHEET521'23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE4: FIGUREFIGURES: EL N0. 58T05 P CLIP MUST - * ;� oST F BE USED 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACi&F SPECIFICATIONS, HOLLOW AND t IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TOASTM C-9D. WOOD SHALL S: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.M. ALUMINUMSHALL BE .6�4° .64 �•- 0 606YTS ANOSE A MINIMUM OF.9OWTHICK. STEM STUDS TO BEA MINIMUM GRADE 33MDL i FS •vpLOR10T` ;G��1 .045' THICK (18 GAUGE). STRUCTURAL STEELTO BEAT LEAST.125" THICK AND ASS. ALL ANCHORS IWO METAL SHALL EXTEND AT LEAST3 SCREW THREADS SEYONOTHE MATERIAL 12 MULLION FOR t2MULLION FOR 4 ///S�0NAL1E?1A�\` • #10&N12 ANCHORS INTO WOOD MAY BE STEEL,I&B S.S. OR 410 S.S. FIELOWULLED UNITS FACTORY-MULLFDUNITS A. LYNN FA 587 , P.E. . FL PE.q .SBi05 ;tjj .... y e r- .- MNlib CeDeUIY.TeMe IMnrtPl-. -..i - : . - Epen619 M]tln(MUN1iiaAy3Dan1alB 1111200R)pTOpenb9 Halpht (b MID NalysP 11ity WF ) 1111, Be. 1 M f00N I10 le 60!n ]Ou 3PM 7rtn4 auesNy rpnp. mp Ta"n p Tandn,1p Nl..eh I TaLronaK fl-Ll IPT..p -c-NITrvSRrlmp Lndlt Lwdiiq 1YSii96 n¢lasbnp1v nonfat RLal" R-rip. Im6ry 0.1h, LWma L+Ep• um Cover, LOX pa Lnp..B.ohe [96Np . I. AIum.TUNe B �� a _On 8 = _at9 = a 3 a; .. a E S '�;GG§§e�t5sys 21:iy ql^ a 1:i 3` g a� T24'. S u {{ S d� S i. 6 2 [3'[y i9 e fiqa4. 5 £�3=e sa voI �M S g 8a tg y 82 3� 8a $e asM #a a6 f= iU Fa s'e 8a§ sa ze 8aa Fa 9:g @& as 5a 6; fa as z'-e 90p B91 908 Ile IitA me in, 5H INA lNe no 5]t 110P 4Be OOA 5]I Il0.P ITi6 31P0 @1 110-0 19E1 IIOP IR In 11A.0 620 1}0A dl6 In.0 711 me 4" IN.A 069 IioO so. 610 1]OA 11]] IN.O 061 Ilto U76 In, 9ii 1lot Idl} Rpp 6a4 1R.0 1]00 1}PA fiBa 1]0.0 19A3 1., 6A0 Ina R151 ImA5068w 5@ I]p0 050 @fi IryA 400 s& 631 1NP 90.0 9Bi IW6 1}0.1 1).J F01 inn 1196 110.A T!3 110A 1H6 1]00 l<i 1noiIIOA nB 110.A 1t93 1N-0 no nee 'A9] In. }56 Ina M, VacbLin 1�1,�BN110Pi0A1]IIP5YIIRI tID.O 111' 110] A@110E RR Ime 0. In. 114 In.. B56 1M.0 19.3 1140 Tel 1]00 ]231 IIO' 061 nee Rtea 119AWln 1]AA. 191 IIOn fit: I100 956 1i0.0 691 1TiA 11fl 1700 i4 IRO12151MA 11u.0 IRI 110P 1493 1]A.0 R115 1]0.P 106] 11 IiO 10@ 1AP R1W IIOP Inn Ba 1ne 19, 110.0 1063 Iior ]Bi IMP IRA 1]C8 All 1]0.0 I6f1 Rp0 9N 110A 159d 1]ntl 100' 09A 1nA 1n.0 1B59 1i0A 11]3 1609 1060 R,0 1169 fil5 ;7, ]WA ItOA 1111 Iti.] 1060 1nA:RO-.inA ti00 94 110a ]IS Ii00 1119.:1t?� .850. JiQA IMW 110A N6 tnA "Be f]00 14C 'd46 }_i C.4_ J. I'm Id30 1966 iTyp �1 T6 11R5 IR6 InP 4RB6 Ol3 i966 lam 1me- ,a, 110-0 14R 1101` 1550. tat I,O:b"V159 {R0 :114 1100 1918 .1210. �134 'Y..-Y]-rt 1R] R NL E1T5 L14B :Y04 9TQ0 iduB POa�.�12f 11R1�Y)➢0 .1106 1R2B 156I. IlH in 0':1]]5 tn� 113v Y'nR 130n TIyB Il 15J 991 1Tm' 9Y] i162 4, ]R In 14.0 IYD in t]P0 INn :BNS.. YR 1R4 r]16 "Be In. IBIS 1566: in. .1 N11 1610 1 ] IR6 1 1 1556 I6r5 134a we 165A Y13' IR61 903' 14N cal loot 41 1534 1@3 1R19 T3.1 I656 1], C15 nln ma 1R0 1116 1599 Rw lose U45 1apA 1111 15R.0 IRR1 111R 1d]I 1]B.3 1208 109.1 16P 1I95 1191 @.9 11l] 11p9 114 R9 LI} 110.1 "Be fiB.R' IdR 109] 114 Z]Bln In.A 1161 InP 96/ II0.0 I]B1 1110 B16 9RI 11.0 1110 Ep1 910 .VS 1110 T1.3 O1 SO.l 11n 658. 010 N8 1110 62l BI0 Bain 1129 1110 VBd BB6 1111 1110 113.9 96B fP1.6 1110 14A 951 00B 11f0 R6.9 436 I99 915 529 ]16 365 9l6 19.3 ibl 916 130J BR piB 9IA 145 tliG BOB .1 0BJ Ml ]l3 9f4 ]0.6 BR9 66.0 45 111 B11 115 9i5 65I A@ 4,A 9. SII ]B9 NE 96M 1".0 B16 RI 10.1 BBS @.] T/1 613 6n 51I ]]I 5d.3. -64 I1., 1}1 d9A 655 11.1 l}1 49.9 N] 9d3 RI ]9B I. R41 ]]I 35.0 01 RS1 RI @.t'. 611 tOBie @1 RI MA 698 1].] l3E I" 111 13.1 130 d90 6R1 31,a i]0 11.1 6U 91.v n0 096 6CA 2.'0 iS] ]19 49 Ai }JO 19.5 SB1 1111n i6] }n R.I 6A1 6]I A0 fi50 660 N.1 ]30 Sfi.l Ha 6Y ]RR 631 Rio 6N ii] 619 RlA 6]4 RIA 49 \01 6N R15 901 IIDIa 699 64 61P 49 19.9 6R4 613 560 IIB @f IIl 6@ I13 6Y At AN 333 621 36.)' ra 30.0 1NN U.7 433 30.1 d4 999 43 04 395 No 4m RL 390 RI] d9 Yc6 306 14J dl] AO ]BI 1].] 1]3 1B1 316 TABLE 11 B pnehoTCapaele, Table Ilea) 151C XtlpW @dU flIICNU Mat' ad 01 Anchor Ciaii 1.114 1V@ It. 1 EILttl!18!t i51d' IyP tSl4• lyd' 2' 1-U4 1-V2 RMLKs4 S2ftlW0 YO2e1Mp l51ph 3M N9 aW IN d9)01Ei40m]idlb4Art[rs9®196WN(U NIA4Atth11R13,"--(AIft CRH)GQ {FA9 4@M ]m IE W1A p91E Nlq M/A S] Met nalb ®lIM 15@I05 id6L5 A01M Po WUGIµ N:B aOYMum ff40 N/A WA N/A WA NIA WA WA NA'WAtAiXn.� IMMi/FLfiP1XA 53 IW 69 Ip Nv Y&' WA- .. B4'A NIBN IlRlm `w-OIE 9 %MR'O.CIF A-6 RNP9- 950N : IiIA ..WA ..: iil�,-,. A 14W NIP WA N/A y:t[Bere 2'M1 Gaeltle m[. 1/4"SS FYO YIfi'Lleo i/4•S4 t3[o YtCRM M251W YI2 SMI pMIIV 1XF?. Y10El101fitsYl 4P [kaUO2[M 51C EIM UM[In 116'EI[oUlami VY FYOUtlaWA ARpGyNI UlOatnl A®rt{{8R 9[Rv IE''i1 S[ree(CS) 9[IeY� T1? f' 2YZ 2 31A' ff 8.49' ON p41' EO�GMaa00n$ 1' 9UZ 1" L1Y2 31R° -vr z tae• lac mEa FIGURE I: FIGURE2 FIGURES: ANGUS CLIP MUST ® BEUSED IN PAIRS. FIGURE4: FIGURES: FIGURES: I� TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND GHEET25 FOR INFORMATION ON LOADING. SEE GREETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTFJRPOLANON BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) 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 RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AGI Sllt SPECIFICATIONS. HOLLOW AND GROVT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL (ANFORM TO AGTM G98. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 8.55. ALUMINUM GNg1LBE 6063-T5ANO SEA MINIM WI OF.188"THICK. STEEL STUDS TO BEA MINIhIl1M GRADE33 PND .W5' THICK (10 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICKAND ASfi. All. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 $CREW THREADS BEYOND THE MATERIAL N1081i12 ANCHORS INTOWOOD MAYBE STEEL. 1&8 GS.OR41p SS. N mm oY N\ N � D ~ N 3 U 3`1 Q O VT FORMOIA: = ANCHOR CAR_&-'a- PaR000CT REVISED THE 'ANCHOR mplying Bui]tline Ce with tha e Fieritla PONOING TORN NOA-Np. 17-0630.07 FTT FOR THE FNN THE MUWON Eapintipn Date 0$/2612621 BE NCHOR OPTIONS FROM THE pCfiYTPBLE * i No. 58105 124x26 v®'9 AMm. Tube F p Mv01pn g'n Tam Daa um 110.0 w-] tam nD.a +9R0 9oa t+a ftb M.1 IR29 1519 1090 IAF 1doe Bll 1050 VI I11h 89A 819 W.5 0R IMN ID9 iPo m0 vs IN In 'T 09a M] 6W cn Nrysp mrOmW alis)', IBJIn IN. '• _ '_11a1 _ 1BDg1 in ,� lig g.�Tllh $a as a s a c are 8 eg s5as@ ° d al s@ be s ne e.q s6 n0.0 t56r 1]0,0 ma nO.D leu Roo ta0 IL I", 1m0 IAW 119� 1190 IDD.D IRIS 1R1.0 1980 1i60 +,ea 111,9 um 1211 Ill; IEIIB 1ll9 1R].0 10fl K53 R39 1112 1001 93. IRA ➢0.9 1. W.i B]I 69.D BR ]l0 D]1 7]] N9 U.T Tb Be.;' 01] i9.5 919 e1.D 019 "1 D19 701 Xb wr 1IB 0].B IW KB lPo 649 ]D5 Si.B ]09 1'.B W 173 799 19.1 BM 'A1 SN 3>.0 I00 013 'S16 01.0 191 9.3 H0 RB] W BZTI lw111me Mil 1 lv.I'ad,1nxglxoynl.Al Lem II., I wn I aal/m/Il,•.=I»"I'•.• ' ••••I ••"1 A&! 81.9 u11Km sm bm ]ftl eplm 1998 IE9 lla3 B9.6 11m IDb BB.9 ii.] 1998 iRE9 1M.0 ARA Itli 9618 ]1.6 b1.4 I9B0 1'lR 99.0 R.R IfE A99 m.B 9.] IIbA IEB 62i fiaB 11K B]] .. 18.1 1ma 1Rb MA !.1 1D0 m] e].6 11 btA AR5 VA BlI fNS 916 �a1 B]1 49A tBe 0].0 971 0.0 ]0 R1 VI MB IF BJA 9SN4 8 I>4 A 9.B1M.i0 97 B B! T!a J.1 TR If.; l06 HA 6T1 9]A Ed 169 Mb ]15 ]M It Cv] 9.0 iM 91.0 N9 D.B ]AB RBA 671 R4I BN 25.0 R9 E.0 549 YCB !]! b IB2 IB 1B6 IB1 ITTd6 1]] IM IAT 516 165 HO ANCHOR CAPACfTYABJUSTMENTFORMULA: B Prwm1 Iona ANCHORCAP.„ (DPa)x( )=ANCHOR CAP_ Hmoa Glu FnImCMU MULLION _ CAP.,e.,.� of Naouaacan wssFTB Y16•EIc01/YSSFc0410Stl tl251m1 -a9twart n291e1 USE THIS FORMULATBOBTAIN THE'ANCHOR AOPAO•^c uvxm screv(05)sna+lva) B4mB W9 CAPACITY REQUIRED• CORRFSPONDINGTO AN 2v2 z-vY Y stm' R 0.49 a5Y O.SY ACTUAL PRESSURE REQUIREMENT FORTHE rv<, ivl' Av4' t-1/f 2 yx• 13'Y vaus OPENING, WHEN IT IS LOWER THAN THE MULLION rn aslm ]IBUN 9]I my BG Im 610Im v9ms llxw 80Im CAPACITY(FROM THE TABLE) OFTHE SELECTED ms xIA aAs1m Nln emnv WA mxm ma, 1IMM MULLION. IT WILL VIELDA MINIMUM ANCHOR Ba wA Is ABIte NIA WA wn -- JAEIm ID69 pe CAPACITY WHICH' MAY BE USED TO QUALIFY wA Te ItP 1/A tq 9mm I6R6 m2ms FW- IIEIm ADDR ONAL ANCHOR OPTIONS FROM THE WA tlm de 11Ema um lv mmea IW]lm t9Eva +bW im WA WA Na WA NIA WA wA DT9 ANCHOR CAPACITY TABLE. WA TABLE 128 Dle"M zE mmrtle AK11'e'. 5'laelOUare[m Ancbai Cllp PallAma E9R pmrte pity 1' HbI EminOnml n .11. 15f RMVAR®Ai5 Mln04/SmtlM1a/ORCI4Yp f1018R)' 9PotllA 9W iA IArtaP.®26PAlI,IOCISbMNIV DaeNClm(9p B} wRa 749. 6Arcavi@1.I1'ViAO.Cl--IaNVae0C0Bp1g dY 646 bf 050 4AKM19®SMN. O.C.I R1 W6An01EGlglgig 07 mi b' i a6 6AKMnMYN%. O.C./R7h5ANBGW/G+D ak if]p Cv Ty6-. AArtMK.M+.M'MIn.O G./ULAp; InIp.1RPAfrn ff417 N/A WA 6ArtMa4Aa61'Mm.00:/VLIp _Mm-1[PP9im ffU Bt NIA -!WA'. 4MtNR®26Y.Wa.O C/FLtl ['lg% 9NW SAM 9Artro5&11t'Mln. p.Cl Wlp(B .1% d10 bf 9RSia MdmrCapaUry VI'EI[OUESIM 1' 2-b2 ISI<' 10 4•g p9 B90 me bD IM Im. ]S61H 1946ax OW IG +9n]9B .a. DNS WA WA N/A WA 318IM .]Ulm BAM 916Im RBn C'. U1 SbY Y 16MIM +1R1Ma NIA 1MB®5 sBH to WA. WA "r, .]1]04. NIA TeNn b YIYEIW I, 1.1/d•. R/a b3 X/A WA Ifb NIA WA_ NIA N/A. 2191Oi 'NA eStlm N'A WA `IA 3b195 XIA �91m ILIA Nlq NIA WA 4411m' WA NA :'n NA NIA 911 m1 WA <4 as RI Re, so a5 61t®9 ff11m &806 o W n � X.. Y a r e x m l a �+ PRODUCT REVISED emplbing 17.06 0.01a NOA-xe. 77.0630.07 Expliau00 Date 05126/202/ NOTE FOR THE OFFSET CUP. USE THE SAME ANCHOR YAI I tch nNu/ limn CIRCLED VALUES ARE USED IN THE EXPAiPLEUNbHtt194. FIGURE I: FIGURE2: FIGURE 3: FIGURE4: TABLE NOTE& 20001 ANFO lnlll 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES D SHEET 25 R INFORMATION ON LOADING. SEE SHEETS 24 FOR J VLYMY T22 GENERAL INSTALLATION METHODS. �� FIGURE5: FIGURE& 2) UNGAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWAHLE j Q,/ t�ff1 4.000" - No. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21S3. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.3B FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 'A Ip.: «/ STTEO EO FIGURE): FIGURER: FIGURES FIGUR910: ANGLECUP 4)SUBSTRATES: CONORETESHN.LCONFORMTOACIWl SPEUFICATIONS.WUQWANB GROUT -FILLED CONCRETE BLOCK UNIT '��J '' A<OR1D?.•' ��` a-v Me (FIGURES SAC) (CMU)5H 1_CONFORM TO ASTM"0. WOOD SHALL BE PRESSURE -TREATER YELLOW SOUTHERN PINE WTDI AN SG OF OSS. ''i S "•• ••' CO Qn II'ypL'd�11 MUBT BE UBEO ALUMINUMSHALLBE6083TSANDBEAMINIMUM OFU1 'THICK, STEEL STUDS TO BEAMINIMUM GRADE S3AND.04E THICK(18 2•xa•x]B•Lm7uwN ''o�S'ONAL V 0 IN PAIRS. GAUGE). STRUCTURALSTEELTOBEAT LEAST,.125•THICKANDA36 ALLANCHORS INTO METAL SHALL BxiEND AT LEAST3 SCREW ALFL P.E#5870 P.E. THREADS BEYOND THE MATERIAL, Y10 &#12 ANCHOR$ I WO WOOD MAY BE STEEL, 1" S.S.OR410 S.B. FL P.E.# 5R705 2.6.16 "Genre '"°p'n AIumI. pa n ' &mNon d �� S f g� M.&S C Pa M T bl Ira•mrl OP I aWtl6l(fOrlel0w5yaPemlg m118CM19)ef Openb]B HaIBM (IortvnmlPelyspemSUID.Un, Olin ]oN mb Wln Inl In 13b 1n IIOIn rr,,pW" Mmm�aumr nep'Mmq IbsUnPOar rl'ap'rNna. ne[lulpea rleplrnna. nxM1mvNer IDpTlna PMVIQaa rt4TWq ReNnp/er a, Loma Imare fire L®dn0 W&I. LIM, Imire L.I" 'LwaTB Elaalrq loam B La3''a I L g F q_ S Fg- b ^ p a { Fom' ig' .tg 8 g d d �� 3 d 5.e - ii� d s fa a $p s€ �"� s rggrnme }eN noo va nna W] t}o3 IAa +mB +aa lloB +no vn5 +3a tN.B ITB1 1N,p +]a up.B mla noo ar :m.o uo vu.0 •mu .•vv u•v vv.• ,._ ••-- --_ --- -- - f ]ON 1]n0 itsl +raa 90] noa SJeI Im.a w5 na6 left v0.o 180 rtoa ta3 Imo IM5 N0.0 NPS na0 1rt{ tm.o 29a2 70.0 t561 RG.a 1r0) ITS0 17W Roo ]aB I"S ten tro.0 Nn n0.0 t}M vaN IIOn Rm NOA 11N ten➢ 1581 No.O t]a tmo te59 11M10 Nve Na0 31fifi IRO IB]] 1]a0 2)Bf I70.0 lia IIoa 3¢Y Im.o I9fa N0.0 )te¢ ROD 3125 IS6o r1U t]0,0 II13 INs 31O Ir0.0 ael ooN 1m0 11N 1r0.0 1]II 1]0.0 11N' No.o It'll 1R0 I.- N6o lGa Im.O ffir 1R0 1m+ IRA a50 1]0.0 1953 1m.0 3m) ImD irSS 1860 >1H 110.0 a]5 19.1 mPo +009 21m 1ZLo J1M 1A1 aM 1RIn 1m.0 151 ten➢ 1105 ImD 19'8 IID.o 1a1 Im.O L31 ao 10P Nn0 25W im.0 mR fad all 1R0 III1 1bJ ]IDI InA 21}r IAa T!¢I 1MA 921 T. 1IDI NS.B IIH B)] 3101 118.0 21m '6]: Iw.S men Iltb Ilan 1Wo 1m0 1VS 110E 1R6 1>OD 1R] NSO 213) tia0 16'B 1m.0 3R+ IN.O 21N .51. AY 1039 IIb tb.e 282E 1H1 4a It" M1r IIe1 N¢3 WL 30t2 IISA 9a SU tmD 1mN +Ro Ir11 ITS.i,, Na0 3125 fBS9 IHI a5r ti40 1931 I)s.+ 325E tltA ttdl 1m.1 225E Tv-2I9X 1M1 3xa3 11a1 IEtS �+ II52 W.a 19R ]]2 Y152 8G9 ten¢ a1.0 ffi aA IBG9 1NN 12).1 15a 1ffi8 1N¢ 1a.] tml Ia.l t15 08.1 lYl 91J 1FF ]]3 1561 ¢0.] IYn ln5 IbI N] f)]] 620 19A e1} ISSO QI ISa s.0 fA0 N.] 1SN IB3 1'A5 ]pA ISa NA 1S1 ANCHOR CA IACT• AOIU vb11Mc in. AKMTIFe 31]P iYOUIaaM 13M' 1-0N'-011 '.oCla9n.lnlplM.:a2j-. ]m IG ]9l'h. IXeLrte(Ni 1' FVI'M-RI o.4131gIhellcllp lFq, S% rao Be ]W m[ McloePlll,]YMIrtO CISppl5Cllp Fq. 4k 11m In+ llm lba prcMeGYMrt n.C.Ib IXpel lfq.5k 1Wb x¢O mo 1btlp/p%i. Bk 15EOIG 1Np 5u e IXaIf`L tKa FInakWA sma SIA US sAmnw.O Ba•Prcn.e ®ABe-w. ac FQOFa mntrt'Nn. ¢CI F19p jq.ltkSp5A5. A.Ih.rCa 1N'F/[o Vlb6m u.Ialla Wolbaolee IL10 M1u ]54`+Ibe Emla 150- Nm E[ ]Iw IG INOd JIPpIG I- WA 1]9Bm 3AI l lcc SBIOmn. �IDa WA it IG 8r9xGm WA.,'m 'WA WA WATHE tl T.Ow IM Y:6EMnMbFon AT IG 401. mm9 me Nf Ar WYD•C4U 1l1'E1p,t14. Baro: ION NIA WA WA vl'ssEeo vrtGa4E 1-0/P ]I IG 01. N/A rb la 1aM WA Y9'Elu•+A UNKfII L11PEmbeenmllF1'- 1411'xMmprt®IiS I212Pa allaIAncIpro6A0B'Idln WA moiG Naa WA EScp IXAIYlV-- W ApDKJbY IBB2Iea WA 1Ba IG 91a 1b PTV afasfm Bue•.'IGaI Mxlbe IM]M BV Ia 1]P be e3:sSR °<rw.CSIatkmaR 1k1p IM IrIp IG P&5IbFIR WW nx01m 220 32W WA WA A IIm Oe5'A4T. NOTE FOK IMUrreu wr, u�= •.�•�+�.�•--.•••.-......._.... _._.-.-. PRODUCT REVISED enaa'mpiy0 g wiN the FIOriAa B CC L0 NGA-N.. 'IT-O63O.O1 Gpim0on Oat. O5126/2O21 By MIOm atl. duct Coniro WA WAWAN'AWA'2PSIMmm]amrammenwen]mbaro9e FIGURE FIGURE 1 .GURF. A: FIGURES. �B: .0 RG LOADING. FOR SHEETS 4FORONSONUSINTTHATION MI AND SMEEr25 FOR INFORMATION ON[T _ d LOAOMG. IN ESHE "TICK BETWEEN M L INSTALLATION DIORE - AAaONY LYNAfMj AAA 2) LINEAR INTEFIPOLATION BETWEEN MULLLENGTHS ANDIOR OPENING WIDTHS IS PILDWABLE 60�, 4`,! UCENS,'•. ((A% e�a' �P 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS NO 5&T05 ' • 21-23. HOLES TO BE DRILIPD IN THE FIELD FOLLOWING DIMFASIONAL RESTRICTIONS SHOWN ON *_ HEET521-23 FIGURES SHOW SUGGESTED, APPROMMATE HOLE LOCATIONS. FIGURE 6: FIGURES FIGURE)' S ANOLE • • CLIP 4)sUBSTRATH6: CONCRETE SHALL CONFORM TO AC13015PECIFICAT5ON5. HOLLOW AND GROUT -FILLED S��'•, ATE ,;'( ❑. (FIGURES THICKCONCRETEBLOCKUNIOICMUISHALLCONFORM AND.04O ASTTA G60.WOOO SHALLBEPRESSURLSTE ED ..LA •.. '°[OR1OP... \_�� fi-i) YELLOW SOUTHERN PINE WUHAN SG OF 0.55. ALUMINUM SHALL BEW61T6 AND SEAMINIMUM OF.125' Musi BE THICK STEELSN05 TO BEAMINIMUM GRADE 33 AND.W5'THICK (16 GAUGE). sTRUCrURP1 STEEL TO AO,sION gL. gN OVA • USED IN BE AT I-EAST.12F THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LFAST35CREW 2•xs'%25' A. LN4U{Iy I,W3ffi�, RE PAID. THRUM BEYOND THE MATERULL,#10&#12 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 4105.5. MIIWGN FL P.EC 58MS M _ �- MNIBan CapicBYTa51eLE .- Ope InB WMih (IwwRlpl7 pamllB nailiPmlorOPr bl ®n 7.1. .INN BON a1Mme ila{RM1M. PenalVtlar Trzp']rl:iq PKlanplh Tfd,Y]Oarq. RMdiyulvr TA�Aarg R uIK Tr: ➢Mlro IaaIDL lvaMY Lo i. Loe4rV 1➢Y+M InarinY N g$ 2 �� wl 11 la mm I,,I IsI _E 148 MtllorCIPP4l ma a,a•Emuo-am I va•Frtavmam I'm�.m I a,6-Braulmam I yr BeauBKm p}j o ,,I g mU99m) In faoN 1641 .M Ralarybn TnpTrbg Rar aryYe ]nprring l➢alup LOKN Loll IaNN Re[Iell Tny'r1arH' .L®]Im Uaf49 kkk4.a sY iy 5gg5 5g 33IF yg ppgg p ygg $ 5q & n U p W 1 061 !S 1311 all S1.! 90 19.1 atl 641 3'ID T141 �t1 yy� J 30.2 S] W 3R SO mi 311 369 r 543 3 W Y3 m.0 0.£ 31a EI nla 8a W 39 Bli 374 361 K t L 2 o Ul = 2 e ffi9 T6 [6.1 X6 10] 113 IR, 91 RN 2T .p{ 2m m aO U) wo 313 31B all 310 Ii5 16 92 91 d ffi0 iA 93 Al 1]] SB a • L] W Z 1 1]3 ma S.0 t03 10] DI 3&6 ,Ba Iaa BLB ] R13 'A! 4.0 1- ffi9 - 1: = V% Q 2 _ B 1SS 11)- 91 ,0T 1]3 3'.] :LO 1B1 F � P U • - -- --- I PRODUCT REVISED ANCHOR CAPACTTYTABlF. 9uIJpilYe GG wIM Bra FleHtla Iia. C tle NoA-r1e. 17-0630.01 Expiration Date 05126/2021 B TABLE NOTES Mla v otlacl onlaol 1) SEE SHEET i FOR WBTRUOTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. 8EESHEE'i524 FOR GENERAL INSTALLATION METHODS 3)LINEAp iNYERPoLATON BETWEEN MULL LENGTHS MLWOR OPENMC. WIDTN915 ALLOWABLE �/ . FIGURE I: 3)MULLION AND MUWON CLIPS SHOWN ARE NOT TO SCiLLE.IO TRII ONSSHOWN ON SHEETS 21-23 2� • '� HOLES TO BE OR=011THS= FOLLOWING DIMENSION�REGTWOTIONB SHOWN ON SHEtT521-28 FIGURED SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. p 11 n a l4 .1zs• �. ANY LYNp ANGLE CLIP MUST BE USED IN PAIRS. q)SUBSTMTES: CONCRETE SHALL CONFORM TO ACI301SPECIFICATIONS. HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT (MU) SHALL CONFORM TO ASTM C90. WOODS1A 10EPRESSURETREATPD MDBEAMIMMUM OFAW \ �•;' �P YELLOWSOUTHERNPINEWITHMISGOF055.ALUMINUMSHALLBESOB3 THICKSTEELSTODSTOBEAMINIMOMGRADEMMD.0IYTHICK(1BGAUGE). STRUCTURAL STEELTO BEAT i.ffi'%1.11'X.t2S MULLION INTO METAL SHALL E DATLEAST 3 SCREEN THREADS BEYOND (INTEGRAL. FIN MULLION) s He. 58T05 '*� '. LEAST.I2Y THICK ANOA36, ALLANCHCRS THE MATERIM. #108 M2 ANCHORS INTO WOOD MAY BE STEEL, IS-8 S.S. OR 410 S.S. � L t7 �Ljj1t I i 41, ATE R� I- ,"IORIO. '" N ]S ONAL N I•• A. LV6UA%I,a P.E. I •• FL P.E.#58T05 g m m m m 'T m m c m z ypi (mn�z cm i.z z m rxNiro ymi F°v � 6' H Rxoy`n cam ° oo _ RZNZCZ LJ RI� 5 oz mm m-�iI Rz a g mFIm vmg $o I. c W_I"2° ..SDI 9�9; 3 mAN pOm sy °zz x IrJyz..syy� 030 mw°2y8 9ZN 4`mm— d-9 s mpm gym i°F FT Ap wyF mz y EE �5 Arm U 33 o �g OnIF (Ily my�mp4 00 G <m� D mLJ _g188 SYp6A ;c Drc p N S 3 S S 4 a S 5 4 S5 5' S S S 3 Y i Mcne/GrytlH H Ir- o bb Y ;§ ffi b o fy ffi H° n .R. m i - - 't a ew.eM 2 6 y1 'T ffiu m 'ye F 8 E �4W Mo)M D _ e o bA NiYm GGmb la'II¢i 6 P NGp.ma H b h lE.!11]) pp b l�l g^I°yi ��a Kass E�-- ,'m p �' ffi m E� 9 Ei S e v o MUIEmupwM d o lmm� o g.E' gv 6 z ffi a sa s H a "��n aii� °� es Y�Y E� �s HES R.xeH Se M�Goma e u b b �d p NCBa C.patlH g CC - i b u PKtNGCmn °oynr>i2am f9 x - K Y i y w Nomml mP..u! 2 _ �t n.�F-i'Fmpoc Dzg �6"sa pY'smeE�a�a,�atm.l TnxF'2�lx!BpH H r �n £ e l "22r3?P A� Z P He' u h$ o + MNAm G4mn S qyy ^ e e e e �03�Bm_mm5 ° "it "l"nmE�°m3 d ° B2,yY.NZ y 1. O t�Zmmp� (0 z e au'3C COPYRIGHT 6201'I PGT INOOSTRIE$,'ING RLLRIGXi$ RESERVED r• ;o _ z' n m- 4 m x.IMPACT-RESISTANT ALUMINUM TUBE MULLIONS" 30 DEGREE BAY MUCL'SPECS oA 7. yJ 2S1 N g m N ^nNm Srab: 0 W. Seal N/A NIA :.b'� 6300JR 19m 2 5rmm leelr/anee.omc ROSOWSKI Re.0 N, brmlcq regu]J m BRYOb ` N{I) IB0-16W JSOWSKI 006/19/17 MIAANGES THIS SHEET. PLV RT OF Al "M � c c n❑e �W • 1m M� m y v z n z PE m +iSu to: mom+, n m Fn��gc cmc z mm IO yF011m m_NN m m myf Am�iy �E � mw z. A Hllim pxli �' imi NON FO a n0ix� �Rp1C rO Op i 4 , i" F;m Off¢ gc �aF AO Z NN QO9��CO°2 OyBOy�9i9 c Sc mOA mfll� O yN 2�1 3Sw-20 '�Oy O' aam <F -�On rOmO mge��— yNm p r'3gs(nt y�r o _g p {]FFOn AA RI N b FmOT N Z Z mmmSa°y Pg m �,ryNoms iN rA z in �9:C mA� O$Z p 2qz�0 ON � 6M oee �N o e S 3 go8 ig➢e ; c- i 9 ° i�n _azcny x Ooygo4 2,°A x °m S F'a"`2 iCA0 IN An nosy m`yzm > 7ngtlim c A20Z 0 m'p���go A of j muOLmgtfi ` m o u <oq - s s III MumpnCya[Iry � s P� nrwmCaWe>r mnk Muulm cgnxn C3 Pltilax-- g MNUGpetln $ Y M Aian Cepaury _ � 5 Y C i U& Y pp.g N 6 qq N@ oj�G X F u". x aWnmGWnry c RUW6aePd) eY@4 ® g a4 0 g � S g NWIvi CeeaGN — O y y @ snmmeaWHn 3 OW'z eHq 5.g 3 9 d: ' N e x N�monaWaN gg o nws Gpaun a� em A m g m�g u g9 e u Repnmepe.) '. Y� u e -Ni Y �? m o d S x MW4onGWelY g$9 - b PdmL w'1 'm ^A' g� i 9 m >n 9 e� c lemum Gpmry a s w a _ e e ti Pwxlm �� t�o��6��&"g$�� Pwe�e.xNa.� e G 6- e $'m'' m e: p xwlm caWHN w r own : � - _ � � g �.�_ I.4 5 y p qq — 'y p e PIeIIQ1 gpp '6' Z � u o 6 i. ' S- Pu 3 3 5 � NWVCWeuib d� wq.o.e rysl ala ldllll//xr]' 3 m i O c x 9 � ��� •.r: O s ��m3o e CGPYRIGHT®2017 VGTINGUST0.1Ea, INC. TLLRICHTS RESERVEp r� IMPACT -RESISTANT ALUMINUM TUBE MULLIONS iR:P Rny m':I— ^m 4p m "I S� o�nom. 45 DEGREE BAY MLILI SPECS o N T ey Sulaa'. "" IC A' O'i1 "' . "�3:� m M ii /y _ N o 90 N/A N/A 6300JR 20x 2 Z wo acxxnucr:oRnr K 19UCE'R JROSOWSKI 4+1e. 0829/11 ::.,.0 x 911J9 Nel)+eo-lwe JRGSOWSKI c06/19117NOCHANGES THIS SHEET. l4n°111a11a M rL CERr. or amx.xxaxne 5' 125' 12S z.acD' zoom 26' L l-" 376' 375' 1-X2-X.12r MULLION PX2'X.375'MULLON 1'X216'X.376•MULUON 606}Tfi ALUM. SMITE ALUM. 606346ALUM. X-SECTION %SECTION XSECTION 1' X3J5'%MULLION fiO}TEAL %.4ECTION ' 1.25• X 3.186" X .265 MULLION 600}T6ALUM. WSECRON LIF . cJ 11.III i'0 ST6 ALUM -: Y.I Ih. .�.:- „, I 2v. ee 60$"o3THALUM1�!.. ,e 2 0't %SECTION I' 212T "' U2 06000' %+°ECi NN• TB I 6SECTO M. .125' � WSECTION L .125'� I. -i .74D• u _ •_ 5.500'- cUTxSRETO .375" I .3)5" 3.125° 'I _CREATE FL LW, BEE MM. �' 3T6'MIN.-1 I� MIN. F OETAILF.BHEET4 .938'MIN. _ _j A THO�MUST V-CLIP A -_.I _.__________________ L_ 6063TOALUM, - 2XSANOLE CLIP TOPVIBV! 606YT6ALUM. TOPMEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 0063-TOPLUM, DASHED BOUNDARY. SEE SHEET 6-00 FORTHE CENTER OF gNCHOR HDLE MLET LIE TOPMEW ANCHOR ANCHOR O C. DISTANCE, MAXIMUM ANCHOR WITHIN ME DASHED BOUNDARY SEE LIE HOLE DAMETER: ANCHOR DIAMETER« ln8', SHEETS 5-17 FOR ME ANCHOR O.C. DASHED " DISTANCE. MAXIMUM ANCHOR HOLE BOL'NDARY.SEE DIAMETER: ANCHOR DIAMETER «tn6'. SHEETS SI7 FOR THE TABLE.0 ANCHOROC. DISTAI:CE. MAIOMUM PST PB1t 0 5:50r- 375'!. ANCRORHOLE Mull dm00yoi. fDlxel Oj MIN."' XWMET9R. InG..R _ "Mum laq.' S1d.-Clip' D05et Clip 'UGFp Angle IIp 375 N DIAME1ER Hn8'. 1"X2 X.12V(5)' 66BD5 'WGJ13M 68611ISM M5243M 666511M MIN. X2'X.375'(6) 6660D6 666114M 66fi1119M 666244M 66B512M I____________� 1"X2.76" X.375"(7) 6E607 666115M 6E67120M 666245M 68E5i3M VX27SX.650'(B) 6660E U6116M 6WI121M 666246M 666614M .--- -- D B 1° %3.125" X.500" (9), 66637M 6661716M 6E67114M E66242M 666515M 7.2TX3.i6B"X.265'(12) ,,IM E66111TM S661113M W241M 668516M 1.25"X2.11°X.t25'(1B) 69370 WA WA NIA 6E8517M OFFSETCUP NOTES' 6Q}TBPLIIM. TOFVIENV 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS ". 12518 FOR SUGGESTED, APPROXIMATE WILE LOCATIONS B ANCHOR O.C. DISTANCE. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. TART P A ---1,zfis•--� 25' 2116 ° 12S � i 900° T 136' X 2.l l ° X A 25' MU ILON 606ST6ALUM. t XH ECTION - l Dlm Aeon MNiOmA 'X.125- inumC MullionD M1.741 B A 'X.375' Aluminum Tube Mullion B 2.404 C 0.635 D SAW A 7.875 1'X27V.X ,375 Alumina Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 1•X2.75'X .650" Aluminum Tube Mullion B 3.CW C 0476 D O E36 A 2W0 1'X3.125 flAlum ub TubO Mull B 2837 '*D" 1 .13737 A 2.825 L25'X3.18B' X,285" Alum Tube Mull B C 3.262 O.Bfi2 D 1.762 A 8813 1.26' X2.11' .121'Alam Tube Mull o W O Y 1- PRODUCT REVISED 9utialnelNnn wItN the FleHEa .OA-Ne.Cede 17-0630.01 11' : No. 68705 ,I— — —I la9a',I-- VX4'X.ISS MULLION MULLION 60B175ALUM. 806}TBALUM. %SECTION %SECTION 82Y 1250' 12V X82V X.+OY MULLION MS-TS gum. X-BECKON tB2M 1�- I2YX32TX.624' MULLION 6005-T5AUM. %SECTION I-X W X3i T-MULUON 006346 AWAL .37F %-SECTION MIN.' tl l 26>S E' 3.94° .1m' IIL 824' --I .820' 1.25'X394'XA2P MULLION 600ST6 ALUM. X-SECTION .376' MIN. f II 125" Scup T— I1 7 rANOLE2.000° U6,UPLUM, 2.1252WYyCLIP U-C6M.%.SECON W-nALIW9SNON 12T .125° X-SECTION L 12SJ MHED OFANCHOR ROLEHEEI' UE-M FONTHE pA$HED eOUNDMY.SEE 5HFET51620 FORTHE ANCHORO.C. R:ANNCEMA%IMITI-IJOR HOLEpW2ETER:ANCHORDW9ETEA•V1b'. 1 I I I I 1 I I I I I i I I I I I I I T I 3Y 8AMALUON I bw_ lOCaeuv 608310 ALUM. I %-SECTION XSEOTWN i} NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS Ia. 11, 13-15. 19 320 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 4 STANDARD CUP UCtP HOIE6!UST LIE 6051T6AWM. 606y16AWM. TOMEW TOMEW BOUNDARY. SEE 37Y I I I I I I OFFSETCLP 6063 T6 PLUM. TOFVIEW ' Dlmentlon Valua(In) Po1 Mu01pn: Dlmemi0n Yalfin) Far Mulllon: F ifflf 1 .12Y Numimlm T191e Mulllon F G W 0.9.96° 11.500 125 X3.25 fuel AMM-111 Tube Mulllon 0 H 1.000 2.W0 3.000 H 1 1.4W J.250 F 31 B7 PX4'X 226° A1MNnum Tube 6°P F G 2A25 1.125 I.26°X3.90 X.U4' Allenlnam T .Mumon G H i 1757 243a 2.m0 = 1 1.5M 3250 F 225T 12YX326'"^_F. X.10Y Alurcraan Tube Mulbn 2813 3Y BaY Mug F 2875 4Y Bay Mug G H 0]W 1.500 1 3250 d =% 600lTe AL M� �(r TOPVIEw>' PRODUCT REVISED as comp]In -109u, FleHtla Balkan, �eO 11DA-Ne. 17-0630.01 D EXplmtlon Date 05/26/2021 By Mlem ntle rp uc Central u°1 U 2 ..Illll111 b.. Mu11DMenelen Iebeeul POT PeHe Mulllon l3w.cli'loMelclipi U41ip Aagla Clip 1'%P %.125'I10) W36d 66MIIM 6061123M 606241M 6WSi6M 1'XP %.37Y I1U 66610 M6112M W6112SM 666R42M EE8918M i'%P X.37YT111) 1.M 3,2VX.iY113). 1.25'%3.25'X.026"1197 68653 201C41=12 M161Y2a818 WBII2M 6W1127M W6112BM fiW1123M W61124M WB1125M 6W242M 6E624fOM BW241+M 6906IBM B6W115N 66W110M 1.25°%394'X.W4'115) tow 6WI117M m—ii26M 666241M W6517M W Oepleb H9) 66649 WA WA WA fiOBI 45 oepne U01 eW60 NA WA WA 6661111M N., 68705/ poQ BT TE0 / :•(O� �'PIir�ONAL El` V`1 oA. LYNNIA'IILLER,P.E. O FL F.E.# 0705 0n R .� PG7 Parl8 Mullion SM. CIIp U-0Iip AnG18 Clip(18) B6E02 6662p1M 660271M 685112M (1T1 E6804 666262M 666272M 6605113M $TANDARD CLIP 8W6 TOALUM.IO %SECTN NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING 2.000' .125 DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 1&17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1.4aS 3)SEESHEETS24FORGENERALWSTALLATIONMETHODS. tow L _ 4.060' 250' 2"x 4• X 2T MULLION GC TSALUM. )-SECTION r-20DD'—� rxSxa MULUON BwB `MALUM. X-SECPDV CUTHEPETO 3.500' cREA7EPnw, 3]S a]s �_sEE OETAR F. I.IW aHEETa `�M-N' 1 i I iI I ' I I I ' II I I . 1 BTANDMDCLIP CENTEROFANCHORHOLE MUST LIE W8 TOALUM WRHINTHEDASIAMBOUNDAAY.SEE TOPMEW SHEETS 16-1TFORTNEANCHOR OC. U ISTANCE NA%MUM ANCHOR HOLE D WAEILI -ANCHOR DWdETEN- Inn. S.sw— CNTHEnEIO .375' F.-. DPEATEAILLIP. %75" _aEE04 F, rMIN. � aHEET i- I STANDARDOLIP S66}TE ALUM. TOP NEW LLLLIL 6L63T6A T.14S %-SECDON L rizs• 16 1 2X5 MCC -CLIP 6W&Ta ALUM. p DpO• %SECTION lS L 4 .( 75- i -- - •� I p + 3.438"---___-- 343fi• I I .375' MIN. DWAETER ANCHOR OIAALRTit � 1/16'. N .376' I I S I I U{LIP BOB3TB _N%I ALUM. USED FOR r X B' MULLION. SHEEP t7 TO 2XBANGLECUP sw6 TBALUu. TOPNEW 2XSANGLECUP a PRODUCT REVISED pT&yS9, with the Florida Building Ceie NOA-NO. 17-0630.01 Expiration Dat' SI2612021 By � Miam a PrOducl Control * : N0.58705 . '. A. LVNN MIL'IER. P.E. EXAMPLE I. SINGLE V�RTCAL MUWON - iHEBU601NG SU8STRATE IS KNOWNTOBEWOODONALLFOURSIDES.THEWINDOWFRAMEOIE IS2.1/4'.THEOPEMNGREWIRESAQESIGNPRESSUR.QF+60.W/ .OPSF. ogN a4 .i1)iN. rr.IALLVbSSUM(NO T!(TTAi WIDEn I LUAa—E=SMRAfnm. Aq 0A PnF1' MUL�NSTHATTIISAT LEASTTHEWINDOWE OPENING 15FRAME DEPTH O 3.1IXI4�M'D�'IILL MEEF OR COLUMN 25. THE USING S. FB.IFSE TAI NAILS, rEE PROLVCTS SHEETS A"M'.0 a 4 E SHEES SLEETS /- za �NO alP1CR91X WINCOW Yll xr—�1 Ir -1 �u W1D1N FROM TABLE 3A, SHEET 7, THE 1'X 2.75 X.37V MULLION (LENGTI.-TY, OPENING WON =T0') MEET, THE DEPTH EQUIED, HOWEVERTHE DESIGN PRESSURE IS.58.3 POP AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A SHEET 8•THE VX275-X.6A4'MULLION (LENGTH •72'. OPENING WIDTH a 70') HAS A DESIGN PRESSURE OF+FT27 PEE WHICH EXCEEDS THE REQUIREMENTS FOR THE . OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REWIRED OF WE US. 2) USE TABLE 4BTO FINOTHE ANCHOR TYPE ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE WOOD SUBSTRATE. BOTHTHE STANDARD CUP WITH (4)#12MCHORSAND THE ZX5 ANGLE MIPS WITH (4) 412 ANCHORS HAWACAPACITY OF 805 LBS.TH000H EIMERONE COULD BE USED, THE STANDARDCUP IS EAMERM WSTALL 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WTM. THIS MULLION SYSTEM.THE LONER DESIGN PRE,SURE,OF MUWONS OR FENESTRATION PRCQUCTE,W11 MPLYTOTHEOVERALLASSENMLY.FINALDESIGNPRESSUREREWIRESTHATTHEBOTHMEMUWCNFNDTHEFENEST MNPRODURBEINSTALLEDINAOCORDANDENITHTHE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SU85TMTESANOFENESTMTON PRODUCTSTO MULLION INNIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/�608 PSF.TNEOYERALL MULLION SYSTEM WAS DETERMINEUTOE M7 PSF WITH ANANCHORCAPACITYOF 6�BIBS.ALTERNATNEIY, THE ANCHOR YADJUSTMENT FOTRMULACOULD HAVE BEEN USED TDCALWIAIE THEANCHORCPPACRY REQUIRED FORTHE EXACT DESIGN PRESSURE OF PSF: B2dB6 LBS (fiO PSF)%(�)=529.8 LBS (MAY BE USED TO pUALIFY#105TSCREWS FROM TABLE4B) ' TPSF ,•111 _ .- d -, •1 ... _ .I' TrJi TIN J-.. THE OUILOINOISU'B•SYFATF' S�NFU04vTST'ti BE'CMV ON THE JAMSBhSOUSESACdNCTiEI�IHkJACi R�AAD'SILL THE WINDOW FRAME DEPTH IS-2-3IB' 1111E'OPZNjgG REQUIRES A DESIGN PRESSURE OF+SOU/590 POP. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A V WOE MULLION IS SUITABLE, THE MULLION LENGTH IS 3YN2.11--I S AND THE OPENING WIDTH IS THE REFERENCING SHEET U. THE COLUMN USING RECTANGULAR LOADING $HALL BE USED. SOMNE MUW ON TABLES FOR A MULLION THAT IS AT LEAST I HE WINDOW FRAME DEPTH OF 2-YB'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-500%4SA PEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVALABIE. EXAMPLE 2: MULTIPLE MULLONS wuuwmM-�(- Ois xa� SUITABLE (LENGTH=t00'.OPENING WIDTH =607 NEETSTHE DEPTH EOUIREO,R01Yc'VERTHEDESIGN PRE„LIRE IS H-tOt PEP ESHEEANDW WOULD NOT EITABLEF R THIS APPUCADON FROM TABLE 120. SHEET 1S• THE 2-X V X 2W MULLION (LENGTH =10Y, OPENING WIDTH= Wj HAS A DESIGN PRESSURE OF+A54.T PEP WHICH IXCEEOS THE REQUIREMENT FOR THE OPENING AND MAY BE USED IN TWS APPLICATION. NOTE THE MCH.OR CAPACITY REWIRED OF SM US 3r SEE p µS, BECAUSE IT IS O'NNNOWN THATTHE MULLION WILL ADD YTO THE WIDTH OF THE MULLEDUNR,THE ADJUSTED OPENING WIDTH IS W-36'+2--W. NOTPR T 73' AS EVIOUSLY E W NDOW WIGIHS MAY 3E REDUCED TO MAINTAIN p gEN SEETS ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATWELY, TH PRODUCT REVISED App6DTµ N �- THE 73'UIMENSION ......11Y1n9.10 U,. RPTI8a Bing Doee 2) USE TABLE I2B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY NIB CLIP TYPE REQUIRED FOR THE CONCRETE SUBSDWTE. IN THIS EXAMPLE, ASSUN'ETHEPQURED IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'. CARE MUST BE TAUEN TOMAINTAIN THE FASTENER5 EDGE DISTANCE. ui NOAN.. 17-0630.01 VETS ICN. IL lI 'IIFr CONCRETE HEADER AND SILL ARE VWIDE. USING THE STANDAROCLIP WITH(6)3l18'ULTITACON ANCHORS AT AN EDGE DISTANCE OF 2-1R'GNESPN ANCHOR CAPACITY OF105G LBS WHICH IS GREATER,PNO Expllatlon Oafo05/26I2022 MULLION - `8E8 `SEE THEREFORESUITABLE,FOR THEREQUIREDPNCHORCAPAGTY OF 071 US. B MULLION y OETaIs, DEialE. SIIELTSxA SNEST3 FOR THE HORIZONTAL MULLIONS: m miam a ry uF—Pn OPENING I XBGHr BECAUSE THE VERTICAL MULL WILL BE A IF X 4'X.2WMULLION. IN THIS EXAMPLE WE WILL MATCH THE HCWONTAL AND VERTICAL MULLIONS, ALTERNATNELY. MON w� POTS MULLION TYPE COULD BE CHOSEN. ND THE OPENINGHEIGM IION(62N4GM-'.REFEENG E LOADING MAYBE (�2 '.USED. ' .. . FULLIONL 1N SHEET HEIGHT-127 SAIDESUSINGTRAPFZOI0A1/TRIANGULPR IN TION(¢JLICATION. ', OPEN NGHEIGM=1107HASAOESIGV PRESSREOF+f-1TO.O P,F WHICH IXCEEOSTHE EQUIEMENIS FORTHEOENINGANO MAY BE USED IN THIS APPLICATION. NOTETHEPNCJIR CAPACfiYE0U8TED OFfi21 LBS. REQUIREMENTS FORA5HEETIB,THEY MY SEE CST.. 2) USETABLE 118TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY RD CUPTYPE REQUIRED FOR THECMU SUBTMATE.IN THEI EXAMPLE,ASSUMETE CMU JAMS AREB' i 51¢En WIDE IFTHEMUWONCUPWERETOBECENTEREDWTTHIN THEWCAREMUS BETAENTOMAWKNTHEFASTENEZME DISMA USINGWE2 MGLECLIPSWIN 1111I TIC (4)WI6'ULIRAWN ANCHORS ATM EDGE DISTANCE OF V GIVES ANANCHOR CAPACITY OF 54011-33YMICH IS GREATER AOIHERFF0E 6UTABLE,FORTHEEQUIREO ¢ T ANCHOR CAPACBYOF 5211-1 �.1aQNY.....LYN N�: �� x4•.ND�J2 _J 1),MRTHEUCLIPINTHEHCMZOWALMULLIONTOVERnC LM'JLWN.USETHESPMEANCHRCAPACRYOF521LBS.TMB IMMRTHEULLIPSHOMS EMCHOR GREATERMI) THEREFORE SUITABLE.TORNE REQUIRED ANCHOR CAPACITY REQVIREMENTOF 521 IBSTHE �� UIDENSF' �34•.NORIi NLLLIENDnI xaAM1ExOON CAPACITYIS 1O74 US WHENUSING 3 ANCHORS, WHICH IS SCREW. ND. SBTOS OPEI4NGVnPIN FOR VTRn C.LL NBLL ANCHORTYPE IS A913 STEEL n*: FROM THEABOVE STEPS, OUR MULUON DESIGN PRESSURE IS: G *- tgT N-64.7 POP FROM THEVERTICALMULLION; �fJ E H-070.OPSFFRCMWE35'HORIZOMT WLLIONATTACHINGTOCIAU; N-070.0 PEP MOM THE35- HORZONTAL MULLION ATTACHINGTOTHE VERTICAL MULLION (INTERSECTION). ® ri �Om i, �s •'•ACOR40R.. 'G\ THE LOWEST DESIGN PRESSURE IS-164.7 PEP MI)WOU)DAPPLYTOALLOFTHE MULLIONS. IOP,; ��'',SA/O,Nq�E`N VERIFYTE PRESSURE PSSURE OF THE FENESTRATION PRODUCTS USEDWTM THIS MULLIONSYSTEM.TE LOWEROSSIGN PRESSURE. OF MULLIONS OR FENESTRATON a EDIN n P.E. E PRODUCTS,WILLAPPLYMO EOV ML/SSENBLY.FWALDVSfGNPRESWnR QUIRESn TTHEBOTHTHEMIIWCN=WEFENES VONPR000CTBEINUT A. LYNMMI ACWRDMCEWITHTHEINSTA TIONSPEC,MCTONSINTORESPEOnVESUBSTR SMDFENESTRATMPRODUCT$TOMULLIIXJ. u FL P.E.#58705 ''IIN � LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED I OA�IA III LOADINOOF VERTICAL MULLION SILL OF WINDOWS NOTANOHORED KNOED DOOR j I 1 I i I I I I LOADINGOFVERTICALMUWON j WITH INTERSECTING HORIZONTAL MULLIONS I LOADING OF HORZOWMMULLION WITH INTERSECTING VERTICAL MULLION -- LOADING DOORISERTICALMULLION LOADING CTINGH RIZON1AMU ICAL MULLION PMIEL OF HINGED DOOR IS NOT CAPTURED ORANOHORED WITH INTERSECTING HORIZOMAL MUWONS NN��� LOADINOGFHORIZONTALMGWON LOADING OF HORIZONI MULLION 1 G 0 ¢ O 0 �6 Zaos PRODUCT REVISED pl In w{N the Florid. SamInB �o�e 7TA630.07 No".. Salivation Data D52612021 DING OF (Z)HORZONFAL MULLIONS LOADING OF HORIZOMAL MULLION LOADING Oi�OONIIDNTAL -A-V aVroac NOTES; 1)DRAWINGS ARE ' i1..,.. ... RERESENTATIONS OF TYPIGAL PW CONGURATIONS, CON RFIGURATN)NSNOTSHOWN MAYBE �AFOLATED FROM THOSE SHOWN. Z) IF THE LOADING TYPE CANNOT �.``pHY LYryN"'"'I `N 1/ PW BE DETERMINED, USE RECTANGULAR LOADING. �,' �1GENSF\�t'� \*�' � 9) SEE PRODUCTSWIPROVAL FOR No. M705 ACTUALANCHORLOCATION9. : n yam, t LOADING OF VERTICAL LOADING OF HORZONTAL A.'LMt MULLION MULLION FL