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Home My WebLink AboutNOASCANNED BY St. Lucie County M IAMI•DADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidnde.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acce , ' 1 is determined by Miami— e County Product Control Section that this product or ma ils to meet the requirements of the a 'ng code. This product is approv as described herein, and has been designed -Co comply with the rida Building Code, including igh Velocity Hurricane Zone. DESCRIPT N: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROV DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube pions", sheets 1 gh 25 of 25, prepared by manufacturer, dated 08/29/11, wi evision C dated 061191 7, si nd sealed by Anthony Lynn Miller, P-E., bearing ade County Product Control Revision stamp wi t e o ice o Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMFDADE CWNTY NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 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. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014) and with FBC 611 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-6 s 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 POT Industries, Inc. for their Series `'PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. 11p duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS RC-0UIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE I�aveNlw wOMfv+vERnuL wni� MULLION, / 1 SEEDEIM9 �F.N SIl�E191i A SER 15 II I11 111 RNu4: 6tE£191H ` _ 1 \ I11 IE mx L III �sFv oEraLs I xoxvmv4 "D.oR: VVL---- MULL SNFEI51� IauaTn xcw4una. NML - IENCTN ADDITIONAL EXAMPLES OF MULL OGNFlDURATIO — EGiMNo W I R WENINa v LNLL xv GN( / LE SINGLEMULLION SWGLEMULUDIN - '1 SFECDR Dwa DETPLS FROMFlDUREUREIA BOVE CODES/STANDARDS USED: 0 2017 FLORIDA BUILDING CDDE (FECI, STH EDITION •2014 FLORIDA BUILDING WOE (FIBCM STH EDITION •ANSVAFMPA NOSS2016 FOR WOOD CONSTRUCTION •ALLIMINDM DESIGN MANLLAL AOfk2016 •ASI510D.12 •AISC 36010 SEEDUNLE. BIEETo NOR¢ WLLLEWDI-- LL GENERALNOTES: 1) ESHOWN ARE FOR FENESTRATION PRODUCT IN FORTHE DUM BE ONE IF USED, 2) THE TVPEAND NUMBER OFANCHORS IS CRDICA TO THE STRUCTURPI PERFORMANCEOF THEMULLED UNITS. MULLIONS HAVE BEEN TESTED AS'FREE.FLOATING' AND W NOT NEED TO BE DIRECTLYATTACHED TOTHE MULLION CLIPS, BUT SHALL NOT HAVEA GAP OF MORE THAN Ile MOM THE CLIP. 3)THEMNCM,,GE METHOD, SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADSCORRESPONDING TO THE REQUIRED DESIGN PRESSURE MILLIONS ARE CALCULATED TO DEFLECT NO MORETHAN11180. THE M STRESS INCREASE WAS NOTUSED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) ME THE COMBNED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FORTHE COAL lq MULLION, SEE EXAMPLES ON THIS SHEET MIND SFEET34 FOR MULT MEUNRS CONSIDER ONLY TWO ADJACENT UNITS ATA TIME WHEN USING THE DESIGN PRESSUREANDANCHORAGETABLEB. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHAD APPLY. S) WHEN FINDING YOUR SIZE IN THE MUWON TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(,). T) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL UISSIMRAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. BI REFERENCE: TEST REPORTS: FTL.044.; ELCO IILTRAWNIAGGRE-GATOR WA5 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED n TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BULONG CODE AND ARE APPROVED FOR IMPACT AND NON4MPAC7 APPLICATIONS. MULLIONSARE ONLY TO BE USED WITH PGT-APPROVEDFENESTMTIONPRODUCTSCOWINGCURRF PROVAS. 10) MUWONS ARE IN COMPLIANCE FOR USE W THE WHO. 11) QUANTITY OF UNITS WITHW A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDEDTHATTHESPAN AND OPENING MOTRWEIGHTOF EACH INDMQUAL MULLION COMPLIES WITH THE REQUIREMENTS OFMS NOA / � LE�VG1111 vEMxawmx i YFItTIU1MAL aPEvwawDnl fORVFRRd1MULL INSTRUCTIONS: t)DETERMINETHE DESIGN PRESSURE REQUIREMENTLLBSTIP FOR THE OPENING USING THE ASCE.T STANDARD. 1I rxnnCF A MI n I ION TYPF THAT WILL FRTHE DEPTH OF THE FENESTRATION PRODUCT, FWNNE DEPTH. THE CHOSEN MULLONS WIND LOADING IS •RECTANGUUR' OR'TRLWGUVIMRAPEZOIOPL'. GENERALNOTES_.... t ELEIAICTON3........... _......_.__..1 ELEJATIONS............. _._... ..._.1 MIRLTOPJI WOOD... .. 1 MIM1l ro+x n NasvxRr_._ 1 1I6T.LLUipN NOTE9...__ S AIIM1LTO WISDVRV__... _3 NW.TO STEELSND___.3 N.TER INITIATE 0.1PS—._..__ 4 lxzm USING THE MINED IN IOVE, FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REWIRED q:M). THIS VALUE TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET I U.I..N THE FULLMUW INCAPACITY. ONTHE SAME SHEETAND USING YOUR ACTUAL SUBSTRATECONDITION ( MULTIPLE MAYAPPLY) SD.ECTANANCHORWPPATTEMNANDWRIFYTINATTHEREQUIP MCHOR T)IFT MULLICNCAPACNYI�T'LBSI f CBTMNEDINTHETABLEISHIGHERTHA DESIGNPRESSUREDESIGNPRESSURE IRWIRWENTfUSFPi FORTHE OPENING, YOU MAY USETHE-ANCHORCAPACITY ABJUSTMENT FORMULA- TO OBTAIN THE LOWERANCHDR CAPACITY REQUIRED.VA HTHIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BESELECTED FOR THE SAMESUSSTRNTE 0) VERIFY THE DESIGN PRESSURE RATING (LBSM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY RRSIFP) OBTAINED FOR THE MULUON SYSTEM. THE LOWER OF THE TWO SHALL APPLY TOR THE ENTIREMUI I W FENESTRATION PRCOUCTABSENBLY. 9) HIGHLIGHT OPTION LIED AND TABLE VALUES USED W A SPECIFIC APPLICATION WHEN (RING THIS MCA TO APPLY FOR A PERMIT Eaplm,on No. 5870 �a DETAIL A DETAIL B: MuuwN g MULLION TO WOOD BUCK "a'L1pN MULLION ATTACH O 1X euc �TRw pFA'yiE�s�F�aTE OR WOOD FRAMING WOOD BUCK MASONRY Ann ENT SEESEETAN"'.oe - (OFFSET CLIP SHOWN) (STANDARD IP SHOWN) ar mm1 N 1 MNLW 1 NFET t. N 4'L U Z YN 6 1 E.EET6 a •I MNi]RI EWE O SE = 31. 10,,Hm d IU CONCREFE UiLMI pISTMGE. J NT EI]NBILHE e 1 LOWTIWS i SEE SEE TABIFS &TANDMOw t a I EWSWTMW 1&13B FMB iJ CFRET WN. a EWE a FgiM650NRT ']V W ¢ O8 F 61P MAT SE II FOI NLVD / 1 / RS a Im N N AETNR a• SERENs L ,•d 1 SIDE VIEW i O w IS • d NL MIWOID . . 6£ J x �/J .da OFFSETANLL (I1 �_ J� lu /f G9T.LLIF00 W F� aO a.. EXTERIOR T mSmmw:. EWE . a DBTANCE F Z ¢ p1 0) •• '.° FCR a ]IEaFFSEruws Aiulres w N Fg p��y �p RLcEP ] A e EXTERIOR BUCRRNP 1&I FM M N N. TTAOTAEW VOW, SEENOTEI .. - SIIEE II. •.. SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERML SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)OUM OFANCHORS AND MUWON SIM SHOWN ABOWE FOR PICTORIALREPRESBJTATION ONLY. BECIWSETRE ANC RCAPACTTYISBASED PARTLY ON THEANOWRTO ANCHOR DISTANCE THE CORRECT OUANTDY ANU LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TOTHETABLES ON THE FOLLOWING SHEETS. FOR DETARS A-D, ERHERTHE STANDARD OROFFSET CUP MAYBE USED. 3) ANCHOR HEAD WPE MAY BE PANHEAD, HEXHEAD OR FIATHEAD. d) WOOD BUCKSARE OPTIONAL, SEE DETAIL C. SHEET 3. 5) FOR MASONRYAPFUCATIONS M MIAM40ADECOUNTY, US50MLY MIPMPOADE WUNTYAPPROVEO D.00 ULTRACON OR 0001W S.S. AGGR TOR MFSONRYANCHORS, MN2]NSICOW.RE]EDRCIN FRONT VIEW PRODUCT R.EVISEO pl tm mo Roam eundineod10 'CA-N.. 17-0630.01 Expiretien Date 05126/2021 *: NO.56705 *_ A. LYNNMILLER, P.E. FL P.E.X 587D5 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CUP SHOWN) EXTERIOR MIN 27 NN CONCA09 OR CMU FRONT VIEW e . � y�olsrrrvcE Erg Es NNZ.]KSICONCREIE Ut CMII t&IBB SIDE VIEW DETAIL E: y 1- r MULLION TO MULUON INTERSECTION (U-CLIP) Nam: 1) MAY BE INSTALLED IN ITEE' OR -CROSS' N NTERSECTIONS ws IL MAY BE INSTAUID HORQONrP1LY (SHCWN)ORVER ICALLY. L 3) BEE U-CLIP DRAWINGS, SHEETS 21-M FOR CORRESPONDING MULLION. VIAIc9i.� 1 NIEd TOP VIEW RECF a NOEDF NEDvON FO..D D INi W OEIJSM4R PECIICN U.OIy NSOBE USED FOR DrxER FRrMErmEs. E, e"a FROM VIEW L9 w EXTERIOR sFE $IfO18313BFOli how Laands ➢GE D19iAV E $EE!"NOS 181� SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SH INSTALLATIONINBTALLATION NO��S: srnunuRE W. Nd R 1)PNCHOR EMBEOMEMTO BASE MATERW.SHALLBEBEYGVO WALL DRESSING OR STUCCO.s�uMUMlw;3s 2) QUMTRY OFANCHORS AND MULLION SQE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR 04PACRY IS BASED PARTLY ON THEANCHORTO ANCHOR DISTANCE THE CORRECT OUANTITYAND LOCATION OF ANCHORS MUBT BE FOLLOWED, REFERTO THETABLSS ON THE FOLLOWING SHEETS. FOR DETAILS A.D, EITHERTHE STANDAROOROFFSETCLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAO, HEl(HFAD OR FLATHEAD. ``NuuD 4) WOOD BUCKS ARE OPTIONAL, SEE DETAX C, THIS SHEET. / 5) FOR MASONRY APPLICATIONS IN MINW-DARE COUNTY, USE ONLY MIAMLDAOE COUNTY APPROVED ELCO ULTRACON OR ELCO I/4' S.S. ADGREGATOR MASONRY ANCHORS. FORN1EFOs1BM rxINNERnWi FRONT VIEW uGAAOCOMRUMw.N FLK 000E."u w000 B.nm+Musr usFx Al.OT ERS. EXTERIOR usBx000Avddsrccs NOTES: A FOR R ALUESI ACKB0 BTEEL STIPJS, WOOD PNCHOR VPIUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES. SHEETS 5-20, FOR QUANTITY OF SCREWS. SIDE VIEW. PRODUCT REVISED 6Wlding IVeEDMN ND FleHtla Noq-Ne. 17-0630.01 EN,I.UPO D.I. 0526/2021 y: NO 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) 3PEDVA'0 a, SNPSI820NO3FOR WSr1WTRN y� TOSPH:IRO� .EXTERIOR GW =,S. p;. SIDE VIEW SXOIM Wf011-%t'%.125 NULUSI DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) O O p O TOP VIEW SEE TADIES 15D0R 168 EXTERIOR v d W PRODUCT REVISED �Typ NIDRDR gying JM Eha F1oNaa PEA 919RIGlE. 6u0CIn9 CaOe sEEru1E9161TB xoA-Ne. 17-0630.07 ADwaoD. sR WSOA MRY E%Plmxon PatD 5/26/202'I prtowaoo,arssL sralNMo uwTDRs EXTERIOR OR WsoNEareRlDa q AIUµ C.OR W5 y MWIFEDMFRE 5 xy IMmil Mloml-oW Pmduct Conftol ® I ® I,WM. CIAJORM1NSDNRY 1 EDLE NO V D19TNE PEA S ' M'GWIR I11 p@raNCE 4 NOTES FORINSTALLATIIXJ OPTION GLM: F N:N1 pNY LYN,y//, vEAucxca O 1) ME 2 ANGLE CLIPS PER MUWON END. CLIPS MUST BE INSERTED INSIDEOFMULLXIN. i Q� LIGENSF '-?(� NOTES FOR WSTILLLATION OPTIONS R:� 2J QETALL G: SEETABLE6IB-14B FORANCHOR QUPNTRIESANO SHEET521-?3 FORHOLE n � *.' No. 55705 , 1) DETAIL 15 NOT APPLICABLE FORTHE BAYOR 1.2TX2.11-X.1W MUWON. LOCATIONS. i *_ 2)SEETABLE510-139 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLELOCATIONS. 3)DETAIL H: SEE TASLES 158 OR ISS FORANWOR DUMMIES AND SHEET U FOR HOLE 3)THE TL5 CLIP IS NOT 6UITPBLE FORTNIS APPLIGITION. LOCATIONS. . �i (Cs'...... 5; 1, ONAL a A 6NJN1"LLEH, P.E. u FL P.E.#567M TABLE 1A MulIOnC ed Tabla eM 1323.125 Op2nM9 WIC6105rfaa4ica9yspelr9romulivrs) or(lpenlnp HelpM(fatnllsNeyaparturg IRA.) Imh Lmdrq Woadr. TlearaArd Do Reemn9uhr LadO'D In TvMlAm9. Imeln9 Dan Mp.IWNv luMnO llaplf0n6 1^aDlg 70la Rmtr.9uW Im3n9 TnpT12[p InedM mh Pml[ryryly beR�O I2gRMg L[Mry WN Lmdr.LDa9^a Pa+:1s9Je[jj�Dj INN, R[[t[nptm Tnp'1A[q. Ialh nsf Ting Tn0/SU) ImPvg badig Imn RLa TmpTlnq btlFy WPna Alum. Toby s@. . 3 3@ �agp$@& �Y s SIW120.5 In 91Z g0 IIIA Y9 RI N6 I0T0 lm 69,9 48 I%.4 919 BiI DW 55A 40B INN 910 Ifl0 4% 1WA 312 MA 406 IM.O ]1. ]SO 4W IWO 310 !IR ]l2 B19 2W 63A .2 Y]A 253 64! N2 62.D N9 141 ]I2 LO] ND 41.9 J12 ]].6 ]1] 81.0 L4 ]12 ]12 %.D 2M 8 i12 61.0 2mA 312 81P 2H 9 2H1 1p6 3N W3 mt 81.9 ]T 448 201 MY 321 ]99 ml 52.1 SR ]45 mt ]I,9 481 44] 21B mA 3% ]40.212 30.0 311 W.1 319 Gln Db 31l 6].D m1 4]A bl 4AB X6 ]].e 2q 41.0 1l9 IIB N7 419 1. ]i2 N) 1%21l 3q 141 19J 16.6 b] 36.1 IDS 1DA 2fl MI 1% W N X4 EU 41.2 170 32.0 200 9!A 16H 1lA EW 91 a 16] 24.0 2W 342 1PL 21] mD 157 16.0 HD 21D IreSIDl ]P6 19 217 111 242 11. m) Ia12A5 ib i1A 1.1 1. 2 MN 21.0 185 30.D 142 ND 10 all 139 III, IN 211 IN 16.0 165 21.0 IN RF E2 1. UI as '-I IA 'Do "a 110 I]B "A ite Tab t..I 125 tRT 1W 15.7 IN 160 10/ 16D, 1T.0 ". I. I% TABLE 1B Anch0lG aDl Table IOs Suha9M: 2A CUK�aa 35kfY0. Helow GAU Flll[1CM11 PT W[m Nxtl1 YI6'EkD 111•S6 EIm Lro•IXo 91B St<el daSMl N29mtl P6Mi9pa SI16 EI[[NBa[m 1/1'EIOO Utlrtcm pmmn0 YtY Elce Um[an 1JP EC[lIN[en ADTeGaM W[m[n PmRCaly a.X Dena IG913[.w IC51 4utw IG51 (NCIIOI GIP PHDHYHe ZI? }tIB' 1' LIe' 1' 2-1? S S1IP 3' 9W" 451' B. H!t• FJp DeWel�l' Eneeanmt nl: 1' W4' 21R• }La' 1' fiN4' 1+Y4• 2 1-vl' 1.1/4" 1-1I0' 1-1N• 1-1M 1.1/P ]' f+YH' 1310' .seem 2AfRIM®1.75'MIp o.L./3dMfBcr OBetl Olp lFlp. l9 ]W ib lmb 4'Ja Ba WOW IM4m1 DBM 2ML 5%mI NDA` ]141m S91 me 8181m Ntn MTW Sm mf 4grcMn®1.19 MIa OGIBYMaa{DfOblp CIp FN. ]): 4%Im 7W 0e WA WA WA WA %da Wq HI Wq WA WA WRW 9B549 11202a ♦AMNB®SMa a.0 /121LSAryb Oly/�p]9 .1. 1 IN. I I15mN 185E r. I NHim 5W Ra WA 2W Im TIH&a S%Im 1P92me W2b 1729O0 flNR2-. 49Sk AAh Wp WA W NIA WA WA WA W A1Wm Pbf a ArcA[m DOAYNh.GClUC110. auWW IMWWA 19m IllA 41W 1m1EWP 6 2M2W1 IHM0M,LTTrAF4mMn. 2AM 19W9A2m NOW S[BWWSAbW ZaWWAAma e A 1 W3m 1 --r- N9 Iva I e: rvn R]e N11... -", - .-.... ............. FIGURE I: FIGURE 2: FIGURE3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURE CAP - USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDNG TO AN ACTUAI PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT M LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OFTHE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPAGfiYTABLE TABLENOTES: 1) SEE SHEET 1 FOR fNSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE ORILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI W1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90.MOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF OAS, ALUMINUM SHALL BE 9 T6 AND BE A MINIMUM 0 125' THICK STEELSTUDS TO BEA MINIMUM GRADE MAND.O A-TH1CK(18 GAUGE). STRUCTURAL STEELTO BEAT LEAST.I2S THICKAND A O. ALL ANCHORS NTO METAL SHALL EXTEND ATLEAST 3 SCREW THREADS BEYOND THEMATERIAL #10 S #12 ANCHORS INTO WOOD MAY BE STEEL,10-0 S.S. OR410 S.S. PRODUCT REVISED .YOinDpiy wm tbo Florida NDA-Nv. 17-0630.01 ExpDauoe Data 05/26/2021 By IBlam Product Con ro *. No. 58705ORION - 6 .0c�•'. STATE F��:(OUp� iS'ONAL EN�`q A &IINSIIp8EI3,P.E. FL P.E.# 55705 MuIEon CapAcRYTONO SNI1 Opening WM1g BAIwAm "ParB1Tg mm mF win mN MURn 91 or OPOniRg Height(br110A.nuITePPrvirg Bpm I1mF MUl%B) IRON tMlm imh 1a]a.]T. Rxivgnly 1mM0 TvpTlim6 = PetYllp41® lnJ�jN TR(/fNp. Lmtlry ReetApvly lm]Ilp Tn1IMiP. LwSy RvmmgJu laatllry TIBMNry I.mtllq Pedznpular Laamgry TWBIvry. LwJm 1*clmyWn T2JfNq LOWq PecbnWlq ro IaaEljn1j.= TNpTOap. BNelry mpnikro. Lm4WIn PeelaryuW LJ(YlXdnp. DID ��m '�i�a� �g ea�off � d g plmLuq g 1 �d� @ �a QN LIDO NO i]D.0 4J5 1%.3 Qfi LIDO 4R M..] LR IMO NO 11aO ON INS 518 S 683 1018 %] 000 AD TA, 66] 1588 51T fj�U4 B8B III 111 003 1BBH B1] 40F 1319 6m 139.0 91B 1%.9 W3 tIBR 41D WI 1m3 YG MO W IMO 9'iB 019 5V NO 39T BOB Wl Wl 6m 8A0 2% W.0 ]93 88.0 SW mo 995W,A.".I 3M ail 458 Po.B a31 34.1.1Bt.e 4W 412 4% WO 3W mA 4B 3R.1 Qg SIF4Wffi W BDB ]m BIA !DJ nI 4l W4 6% B/B 31B 41.5 100 G.O M5 .1 4m 35a 400 61.0 ]13 01.0 91] 'm.T 4w 816 ]t] WF n29 334 3M 6)5 ZA 948 61S S4 ]flB 3W 46H 1W M6 3U Qa ]51 9t1 94 NO ffia b.5 m 46S 3W 1B5W.5W W RBI Rm 4A3 3M W4 R94 93.6 N1 ]10 391 998 'Xq RB R& S/.1 10 200 2B1 3 Y4 RB1 9a8 = 914 NO 16a 3W 31- MO mF Z. '(® iW 61 R]3 S11 RW dT.S iH 39.R RB 3l1 310 Rfi.O 1a0 31.8 RIS IJ.4 ffiB 10.5 R85 3B.B 210 1ar 1'W Yl.] Rm 14.6 RM R3.] 'ffi 8R.3 1B1 X] Y]5 264 100 ..6 339 RSB 1m 3P0 RS R3fi ie3 19,0 95 0 ISO Y35 '61.3 1]1 12B 95 1A0 1lB 113 95 19.fi IMRFRw 9.0 1T( ]S9 9E ZJ.3 1)3 210 bI 11B 1. 111 SR 3ti IB/ ITO 2M 19.1 1. 19.a 12B Rm 10.] 1m10A M3 150 1a8 0.038N M3 187 nu 1W ]SI IV RA1 1fi5 w] Z[.0 IN "..T 1. 14]14.2 1w 11.8 1w 193 153 161 111 144 1% A. 1. 143 1W BDX 1fl5 IN 19.0 1W t14 10 18.1 GO961n 162 tT 16.6 113 AnOM1OBCa ac TBbk bm fiIM4a2 ]Y Gvmlen 9.5A CPe. 3mlbx ClAu gIMCMJ pTWdl M.lel LIB'ELa 1l4'66 EIop 5Ma'EIC01H'S Eko a108hY1 N136hx1 atx Elam Anchor ClIp PBQema M°IwrTym L1B•IXp Mlxml lq'EYCNwa1 Ypumn Y18'Eke Ubsnn IM EIce Ul4mm ApprtGBW UNxm ApprtGeM 6nev ICt51 6clr✓ry5 Snlvi (G11 EQ1a DYMttOn 1' ?VI' 1• bt? ]'16B 1' R-1R 1' xA@ Y aAR' 1' D4C O.N' O.3N' FAMOTmIBnt IJ4' 1�]I4• 13V' N/M S t-114" 4114' 41/4' 1-1/4' I-0(P 'ef ' 1WS9A1mm 0..COC v'x,1 MI'RMmSpUvA wOryl¢ppr/. mmye WIB3ll wm MC ®W m 1I6WW14aAh1 +e 2WlWuo Sh ]SWM Gm 34 3IWS a %V1xOlk W 4xgnolma NMn®i0n1o.1s153'5'M vefNLt (ffp{RFllbo-}p.. /.c//6U.S1/p(JMR11paI 5+kRa4I}tj5 400 %0 qWA A 6 IaW M.O ]6o a wWo f 1 ]bWoAb a 5mW xNlIAA 3WHb x4W9A1m5e e1e1 1W®WW3ei 01 Rilm Bmm lev .rdgpakN m..0461102 Am AP Akm Almn W014 A® q' A1 7155e IR M ]Mm of xMaEa®1S1pIGTFb.6k N.m -up 39010v WA NIA WA WA Iwlb N/A N1A WA Wq WA MIIM Nxlm %ol5e NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND AAUHUR YALUtk Ak Inc m 1N IVAMU Wr. FIGURE I: FIGURE 2: TABLE NOTES: ® 11 SEESHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEU26 FORINFORMATION ON LOADING, SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. FIGURE3' •11 O ANGLE CLIP MUST HE USED IN PAIRS. FIGURE 4: FIGURE5: FIGURE 6: 2) LINEAR INTERPOIATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWADLE THIS FORMULATO OBTAN THE'ANCHOR \CITY REQUIRED' CORRESPONDING TO AN JAL PRESSURE RMUIREMENT FOR THE 31 MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR FXACTOIMENSIONS, 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 ACI361 SPECIFICATIONS HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CSO. WOOD SHALL BE PRESSURE -TREATED YELLOWSOUTHERNPINEWITHANSGOFO.55.ALUMINUMSHALLSE60 TSANDOEAMINIMUM OF.127 THIGH STEEL STUDS TO BE A MINIMUM GRADE WAND.OW THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST d2S THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND THEMATERIAL #1081/12 ANCHORS INTO WOOD MAY SE STEEL I"S.S.OR 410 S.S. PRODUCT REVISED Bs comp Ing wltA tko Florld. uilding GOOD MOA-N. 17-0930.01 Expiration gale 05/26MOZI NO.58T05 P.E. HUL�ua4 MDmon C.F.Clay Table DW Opaing Y1mlh (Tor]81B4altT-]pomND nufom) or Opening He gin A., hDDmr6alyspUT110 mM0on') IO In No 1, men I AD an in tmh 130E 140In 100% 13275i W<IumW btlm TMIMmV. 1py]n9 nndsWlm ladn9 TNlruq. ImdnO RmL w IAaDe9 Tr<q'Mng. LminB RCenp4t LIMA TnplMmn Lea111p 6<tt+nmin Im4q Th(Ylilary. Lmdry FvimVml beep T�nO. LuvM1q nmeSSM. aem. Reana LaMlq F<emamaa Laaaeo TmpRO•ti. LmJn' Tax tonne TnpTM0. Imiry A]6AIum d mnnySQ�4$j$5yy�g$2d yg �]a ON M110.4 i@ 1 s'C. dd @ H ab 6`@ P� d8 5@ i 2' td iD dX Sd d6 3@ tz F@ i 58 6@ 9C 2 5$ SC Qe 1Me GD +m0 W tmD Tu v4D m 1fiD am no0 !M ia. ]R Too 519 Steel iH6 +m0 m+ in. Ita tm.D On +N.T 1. tmD 41 144 13m UISA @t HIA late Imo s1 uN Im.O ]W 1m.B n< tmD Me no0 551 P0➢ Bp3 +100 e]D +R0 11v tmp ml 1lIB tl5 in MIT, axe IIM IT30 am 1130 +n9 1}DD m0 nD Ilm Site BN 954 SIM DOD m0 y4G]h IRO T4] +m.0 !A ImD em like e31 IVA I- 1160 ml IMD 10II 1m0 'N DO! I: 1m0 T1 11}.4 Iml 1R1 ]m ITT. Ica IRA Tes See 1= Imo 75o 714 10.D I.I. Too Man 1md iBl 11OD B11 im.] Pot IRA AM pN DW 1HIl DO 1mB NR 1R5 im 10).0 BDI 14D 111 1aA mE 11,1 T10 100 m1 11QD Tn 69.1 m] 1M'0 709 �0 GOr IWD iW mh Ill.1 TE 13L5 DE 91T.0 m5 IY.] MI 1mA 111 into `9A 801 Td! 1. me ie4 }M as m] m5 ib M.1 M] 50.8 m5 BIA Oi4 6Da T11 m.0 Si4 44A >o DID 5I1 WU the Bm Imo Ve m1B 6m Ilia mT Bi.O am m.0 6D mt em RI 6Y 67.7 M Me 531 m.B VA A➢ 530 600 mD Pee ml 43.6 Bm mo Wt VIA 6m 750 YI am +ML m} 1IL4 F3 60] DN W.1 511 m.} BW MO on 03 Wl 77.1 4m 10.9 mn TIA 4m Sato 607 DRA 41 44➢ mT MA 410 w.9 0Dl R.i 44 33.1 00i e3} 44 DN 61,6 510 e]1 U1 60D SID Ina 4N 65] 10 4a0 $1.0 510 Sze 41. 46A 510 53.3 413 40a 510 500 40B NAI !IO 4.8 4m S.z MO M.A Sm 24A S+D 4aa 199 MN WA 40 ne Me Ina 40 df.T 59i IBS 4M M.1 W6 41,4 4B 48 V6 ]6A 40 M.B 8m N.T 450 Alto WO i09 450 ]i.i ]9z 14.0 455 X.0 ]m tt.i 00 ]f1 lY i0N M3 4]1 01.0 NI m.0 49 5&0 iP 41 W 41 ]90 4GI W 14.1 ]m ]6i 4]! 40.8 YS 53.1 105 ]01 351 3DA 1L' NA N4 i3.9 4C ]3.0 N1 W.1 45 II3 MO DOSS 4L0 ]Y 41 A0 .8 a. ffi4 3m a., IV 3" no .1 R1 36] DS ]13 ]]1 Seta 711 3D.1 ]Il ]Si 160 IiA ]R ]i.D Ma 14.. ]Zl 10] tm men Sl4 bT . 2D 38.1 3M S➢ 39 ]1A SD AD M1 A.5 PHS a31 2N let ten Me NO 11] Li 18] 1T NI 26i 189 3]i hem M1 rO 34a R] bt1 AT 9DA tm IT., on IBD fll 1 13+ feD IW -allM Aa 3D Ra IW HUS 211 18.1 1W 1. .5 IBA tm lgm LTA IM DD SM HCLG 6 Anchor ea d Ta51e IAS SylNletc 1TI Lautl< Shc Cana. Xt<m E411 FetlC1W Vi IWN Mt8'Bcn 1/PSBEep "1 Eml 1/4'BSFIn <a Shtl T36nel N81tl Anchm Cnp Pamma ArcTm IS, "1 EkBwhun tl<'Eka B:tra. UISam DIVE Cp Nma,m II.-S.Ummun ADOeraea m0aam Amnome Srnr ID11 saM 9umS0]5) &Le mlm4f T 1' sr/C z-V! }YY I- xim I' .1 r - r 8.4w 0A• p.w. EmDNmen Mt 1-Y<• tY4' 134• wr r 1 .1 t.ve 1t-ur 1-nr N? 1-111 z 14P. '3 males 3Mm1ee B4.4'Nh O.GI6teMu,l aObNUlp (c`a. tk 90]b 3W Dl 450Na OW Ia4 iGlb iW Dn trolly Mlm i4015e ]i414 R91m mo Ba M1 W< 4131m moos 4ArcM<®1.15'Nh 04/81<meJ laOmD L0p mlp.9f 7 Do ?in. NIA WA WA WA amen WR N/0. WA WA W0. mtlo< SD51Da tlWb IAMNISA 'NN. o.c Ip135Areb Ck'a'r IRlo- tt 38064 tm5'< mAlm +mp W< 105DIM M01m 5m lm wR iolm 348m m015a IBpt lm Dm m< mDlea IIRb 1 AaaDw Eg 0A6'MnO C.IUdlq inm.DSP4an.1Ft04L WA WA WA WA WA WA WA wA Wn WA WP WA WA WA 715 an I NifuIFGTp R1O$ I.. ip]b i6b emo O'IIA 1]5M is Wm PTb ADIm IBllm SYIm 4]]b 110d< tpilDe 36p Wa aMMo+ 1.15'Hin U.W i[]Ip Ptp. D1 to D< 11BW WA WA WA WA ne. WP WA WA WA WA N104 44pb mDW NOTE: FORTHE OFFSET CLIP, USE TS]B aAMLHrv4ihUB rH1 FIGURE I: RGURE2 • 111 • FIGURES: • • 11 • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE@ FIGURE6 • ® • Wes' ` CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. 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 3) MULLION AND MULLION CURB SHOWN ARE NOT TO SCALE FOR MOT ONENSIONS, SEE SHEETS 21-M HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-xi. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: WNCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM CAD. WOOD SHAH BE PRESSURE -TREATED YELLOW SOUTHERN FINE WITH AN SG OF O.M. ALUMINUM SHALL BE 606ST5 AND BE MINIMUM OF.12S THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.0a3 TRICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEASTA1 THICK AND A36. ALL AN CHOPS INTO METAL SHALL WENDAT LEAST 3 SCREW THREADS BEYOND THE AVSE -.00A,012 ANCHORS INTO WOOD MAY BE STEEL, 168 S.S. 0R410 SS. =)-ANCHORCM_ OBTAIN THE 'ANCHOR fa-71iGIR kiY Z PRODUCT REVISED BanplYing with the FleTlda daa UODe NUA-Ne. 17-0630.01 E.pGDtlen Bate DS12612021 By Miam redact control 0t1 * : No. 58705 1 - • Sir = MAN MILLER. P.E. FL REJ 58705 TABLE 4A ' Mullion CapoftorTabra 91,9111) Oponirp WWM(TOr)eNCaOy-9peM10 SOIn MF 70. qrh B2MIm16) ISTOppninB McMbt(f0rhp11mN019Aapalrirp I.. I 1p0N Ir 140In IMF 1 XSI Pe UaH` lw]Iry �N"N' Ltad.O flxeg4r InednO mprKry 1/e6nA Raenalr Iw6nA rayTlaq. LpaPy FecmnpEer Luly TU,fluaB We&, flmiswlm LmCOV 7NXa",. LaaSno RUe,,,ar Lead, Tq,'fAag ImPvp ulr Lw ag p'Mmq. LwJnO PsplmpWer LaanA Trvyrrla,,. La g Oulu+pulaz ]eedn➢ TgIMm0. Loa6W am AhNa. amuiep E� grFg� 9 $s g} Ed a s'S g°e 3 i8 9g z@ n d`� r 3p 8a i �. g@ggx$ Sri E s€ P¢8 s Uy q e 2' 3nsg D f y�� I Ix 1 1ga3 g� `0.0 �$� IX �r$B qpg� N�Sg $B rj` g 6m 1M.0 IM '170A RI IRIS 4" 11 AM 170.0 50! 'No BN BIB a Nu RID 41 Imd U4. IND flap 1189 551 151.] 1030 1A0 5RI I]&B 10m INN Sm IB In .0 10.0 100 Vol. 6N I10.0 BM 1mD 5N Ira.) BY1 1Ip.0 MO 170.0 I'm MI S 6'/) 1Nd Hli IN. MO 1tl.i 1/1) O.p a00 RL5 Nil 110.0 ISM 101i> 14R 1N.0 6M Sp.OAN IN.O 1Q +i0d 5M 110A M9 1TL0 Mt Rpd 1015 +IOp 891 1N.0 1f03 TD B Im.O ]t) 1N.! 13M INO R0.0 i50 1%.5 13a8 1N.0 ]1d %A 13M 1N.0 }s0 &In n0.0 N) nm %z n0.0 +md 691 n0A Rle IN.O NI Is0.7 mo fim INA M] 130.0 1➢0 n0,p aM fp0s m6 nn0 ml %.1 n]D n6.0 e91 r53 nN Rnp 61 W% 170.0 AM Rnp NI 145 115 1M.J N1 RSA %] IUS r40 fOA.➢ %9 [.2 r] 5 19.0 m 0]0 B15 Has NO MI B15 1114 ]1! MA BIS fAA }O 50.0 B15 I11./ 715 MA 151.0 6N 1B1P)NIMSn0 Izt9 891 1mS Om 1R]2 891 W.e ISM MO 1W.a I 66l 75.➢ MO BA1 6Y 013 ON .1 G9 N3 USO 9AI NB {i,4 Bm %.1 BW nzlrnNOA MD Ito.o ni tt&A w wA Ts mie a4 mA m M4 l 0➢.l ON aa,p rei N3 aM ssa IV NO BW 472 757 m2 u1 4+.s in N17 BJ9 10v.0]5R 01.8 %B ➢I.n 51p Rl 6Y W.1 SM a]a Me ]N M.5 5N0]]' 6So S5] 4➢1 itA B]6112NN 00.3 6i1 WA TAB ]21 Srt ]B.A /M 0. a)I a).1 IN 51.1 511 4)1 1 M.5 IN 41.$ SII 11.0 159 N.0 5)I fl.0' {51 9),0 6)1 M.B M0 6l1 in 00.0 IQ 09A 474 W3 IQ 10.0 tW 31.1 512 fi21 /50 finp Ni 119 ] S9G 442 /N MB ma, 10.8 /R5 25.. W 40.1 t3a WN 621 407 SS.] Y1 114 155 Sr3 t0} A.e NB Y9 M) m9 SR 30A 10) ]21 AB 10.0 401 ]GS JSI R1.1 L01 m.t Ji1 18.0 I0) N.1 BR3 1&3 IN m.0 BIA WF 42B ]51 N.1 ]30 350 114 M.] ]5A r3.1 00B Ia.B 350 mA RDI $rd ]]0 M1 300 21.5 ]50 MO m6 119 US 21.0 2W 1].1 150 1B3IWn .1 2M Wd 2M 23.1 j ml vO2M m.'6 M] IBA m] 1. 3N 1&r M] ISd+111n 218 SB1 US 20 -1 m0to.BM1m5 fl,J m)IB]3J1 151 m1 tn3ImN23Ams 225 mB ln1 ms tai ze +e.2 am TABLE 46 AncM1t' acl Table b SublMo 2.h fnmrte ],Skfnq HMIee C1.1U FYIeJ IXN pl VNotl 4AW y1P'EYe 1H'99 Eko ySTElco iH'99 Ekv MO..W 1121.1 !1]Stvn gluhvr LIP EPONtlaaan 1H'EIw VNrzcm UbB% yIC EIw Ullrra, 1/4'Eea VYraom Aaam. Mra:m AAA2filar --out) BvwN t951 .c.(95) AntM1 oVMcv(NF 1• z. 1' 2-1 2" 1' 1' 2'19 2' }11B' Y emheam.mn 1-vt• u1r 1.9H' H z t-u< I, L1H' I-IH• I-0H' t-ur 1.11r 2 las 130• IeAee 3AiwNm ®AIs'Mh OC. I51an W aP Olp(fk1, 1) 9WM ]90b <501 09)Ibt 4b 210M 2B01M )HNa )tpb J)t ltl W11ha &B0s N1111 M211n SBO La 4gzMR®1.14 EWaBe11 GpIF4.i 4B0b No N W WA HU ]BOId WA WA NIA NIA WA 8621ha eB51 IfMW Q )'MB. O.C,/plbSMpk CIIW /IMn )% in'Ib ibOb O80 Wa NOIM IA901p3 &Blha Mpb WA i60 ne i4B 1pt PA 1pa 16B31b 682161 112➢M 2A2Aon Qn4915 ../Ugp.e1D.125'Na TIOF d) WA WA WA WA WA NIA Wq WA WA WA WA WA NIA ?I Se 1 NwKrIFLIIp(Flp. ]k IHOr 195 Re 2251Be M9W B22W 195b 14BIm Illl[s JNlha iM lb A31ha 4llb Iln the iBplhe 2AnNia� IS•MM.O.CIFL)I (M.aj NO Fe ISO. WA WA WA 1➢014 WA NIA Wq WA Wq 91t Pe "a. Wlb 3601hv rFI�rRE 1.RE2.^ '_. FIGURE 1: TABLE NOTES: � /15YMETHCOS. � ®- SEE NPDRMNT ON ON LOADNG. SEESHEE1�52i�RGET AULATON 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDiOR OPENING WIDTHS IS ALLOWABLE. FIGU 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 LOCANONS ANGLE UP MUST BE U5E0IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AV 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONFORM TO AM "D. WOOD SHALL BE PRESSURE -TREATED FIGURE4: FIGURES: FIGURES: CONCRETE BLOCK UNIT (CMU) SHALL YELLOW SOUTHERN PINE WITH AN SG OF D55. ALUMINUM SHALL BE&XISTS AND BE A MINIMUM OF425' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.W-THICK(18 GOUGE). STRUCTURAL STEEL TO BE AT LEAST.125• THICKAND A36 ALLANCHORS INTO METALSHAI-L EI(TENO ATLEAST 3SCREW THREADS BEYOND m THE MATERIAL #10 3 #12ANCHORS INTO WOOD MAY BESTEEL, l"SS. OR 4N &S. a 1o,,//Y1 7 7 ; �) Yre w N i 4s, AN OPTHESFLECTED o W ry �F n U¢ x ¢ O 52 52 ' Z'O E �� r3 PRODUCT REVISED as pA )ngg Kh the Florida BulMAK iTn#o .DA-... 17.0630.01 Expiration onto 05/2612021 f Ufll lilt/ uCEN EN �C �i NO.58705 S'O�f,aIN��AL 0,1" A LT LER, P.E. FL P.E.# EST05 Mul4on Ca Bp Tahle bsfli) OponlnB Wldlh (MSelaraPl6P91TBrN Wln mulimis)or OpanHB N4iph!(iwlprzonm0tepu]Ir0 BON IaaN mJtiore) wh as m+n 1201, HOM 1HBM 1"23.125"y pedviWlg LBa1m TnP•]Av9- L>e6nD RcvEmeL'Iv LnainA TMT4nP LoaLla WdmWaB LmEry T+BNrII®4 Lowry 9ec'e^Wv lapis TmPTmnP lmBlne Reudnpla LwOtrp T+@INnO. IoeSry IydelPBv Lmdne ka3!np60Dm TuylMrg.JIM"al nnAa TlpRnmp. PeabR+ly TRyliunP ReFvplar T4✓lrenP F � Ta-'.. 5�� 8� t' 8 5� a �'."yy_ E�. 2 Ea � @ R� � : ggg_ ��. �' E 8' � s :� � 3 �a.g� �R�•_ u� f L � .� � n E�� 8 gy P 2;� Ell s� 8 a.. oF•C. i�Sg �8rc Im.O am ImO 41s IWO }H M. an nao ew nao sae noo M Ima S10 Imo 1116 1mD W +Ta.o 1240 IN.v en 140a 17DO nI trio Ins VIA m Ist,4 IN2 n0.0 al Ima 10 n0o 4{ tmo em nao 5e1 noa e0z no.a mo nao nm +raa N1 nao ms tm.0 OR ino 141r INn amT IM Ir4.0 ON vat IM INA am ❑82 15T In.. woSB.msn naa m no.v MH 1ro.0 zm n¢o ml nno low non w4 no.a Ues nao m nao 1%s Iroo xT 1ma uv +nn TNT It's Uo.o Too ITA 14N nao Too Im3 +ws Imo 1ss%n 1ro8 TT non e12 13a.o aN no.0 em 1'/00 1110 IT10 MH INn Ins tm0 am +hot Hot nos m} 1488 14m ln.0 aNe Hv II NI lofts t+at n3,0sal 0A 14M Imo ml lam Im.a mT Nes nN Iran ma Uaa nee tno em mA nN Im.3 An H1n U50 Rea 0o nw I44s em n1 nN +us am Be4 nse 1Hs1%9naaJ95 INS u+a v0 n2o aN ass 1ve m.9 em low ILL.] Mo Sos iae 110.E 91a sae Iva I&, 01B m3138-00A019 112e RS 03A 855 iM.l }Sl 950 Po.0 me W,8 055 n" 09 W.r Twm] 1]I.e 60] +01D llm 1+48 Bm Bf.O o+.l +aatNOm,] 01a m.] Bm 613 mB }I.1 Bm mH 01B am ,as NI R.] mE w9 0m 4n1 09 09,TmL+ 1092 T11 11{1 SN BLa RI 020 Bte }na RI RI }as ie9 0 Tdl N.1 m0 54t1 }21 am 5}D RI E9A 5® 38.0 }EI %.1 M 59.1 533 M1T 101.a 651 1aA1 5Ba B1.2 BM OA1 Sm 11E eM ml SI6 m.1 ml l0A56r60l a{A 5Ea 50AS¢B 551 8% %.I %f %.1 WI 318 8% S2.fiWb 05.0 SN m.9 Ib M.0 SH 5},9 Iw n.a 5H b.0 MO w.1 514 IMB 13] X9 614 IBA wr 329 sH 371 421 6H WA 412 m.3 5A 114AM ]sod SH 'N.a w3 mN 5{3 wi m.] w4 w.2' CE nA Safi 30.} I51 4a.0 H00 310 4m 50A ml ]0.1 452 SEA 3]0 3T,1 w2 ]0.] 3n 22H 45i m.e m5 IBA w2 169 W =1 355 IMti 341 357 m.0 M ILL Sm Hz.r 317 2r] mr 26.4 9+} 2].B ]5] 233 ]OB m.1 35r ECT 101 1¢0 55T Lla A9 15n 357 10.0 2N 1H.0 2fir 11A ]3r 15.0 2a3 111b 341 . no We 2B.z ON 3LL1 3a1 3a0 13a R.1 %6 ]1.B AS 231 S1 10.5 ]36 2so 2m 1}.a 'N IB.O 2e1 11b 3Y 1e.5 To 12.5 3]6 nn 3m 13A age 120n ET.1 2m M.2 253 ISO 2m a, ]50 1Bp 2m N.5 2Y 171 mB "1 Em 15A 2m M 2w n.0 1a0 HB 24B I1.0 283 IEA BT he 10A an MdWFCB d D e 5s SItiv VAc 2M COKIHO SSk CmC HaIw WV FYIm CMV FT I tlf 5H9 Beo tfd•59 ENo SIB FI[4 1.14. 96 El0 Ha Stll m25. MI]SIUY MCM1Of CIIp P4ikmB M.mXrypG 9 VEII.Liee. VT FkeUNe[en Um;m YICEI[e Wlxm 4f EkoVAlazan �p�am Upaem rCYo' Senw(fd)9um a'i3) .mums EaW plwwe0nt I• z-IYr r zur sfla r zvr r xvz r alr r ow• I]%• oszr Em10aBXL w4• M, Ism tar r 1.114- 1-vr I LIN• 1-Ilr I .I,, I'll r ISIH" ure• rLla 2 AKNeY]IT$'NIn C.GIFdmYC VOANC QiP lk ]ma5 Jmm 62 P1 HBB IM 15Nm ]10m 2m1m 'IN }eolgl 9Id IM m+ae W91m %IICI dwat YUm ♦Arcaesa31.+5'Nh OG/Btm@Npp3e11Ctl q2q d9ps 2mh NU WA NM WA YVIm N/A tVA NIA WA WA ants amlm lissom AA haag3SMln O.C.I (1I36ArgkPal9/ai69C Tiini Tmm �0a 15m ItA 1�m Ho]p ]®Im XIA n011a Tw IM o9ad IH@m 6a21K ass ge 1tA lm 3ARM130 A Ia.00.IV91q 00012Y ANM1 Q'1p dC NIA WA NIA XIA N0. WA WA HM WA NIA IYA WA NIA WA 1p9 Ba 1Avld/FCtlp A1¢51 1m n5 1WIW T6m 1c5m Cam 195'LS 1p as f&lm Aom 1H1 Nt SLW -w 1lOW] TTI IN 'tlYilm 2MVm5 ®1.1ANnp.C1FC p6) MaN 350m WA wA NM NN 191m N/A WA NIA WA wA %11M dnlm amm NOTE: FCRTHEOFFSET CLIP, USE nEeAn M42 UK FIGUREL FIGURED: FIGURES. ANGLE CLIP MUST BE USED IN PAIRS. FIGURER FIGURES: FIGURES: ear® O (DP•)%(-� •�H•w.-w)=ANCHOR CAP... MULLION CAP.,.,,,.. USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SEIECTFU MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as mmP%Iag N the FloHde BuiIEInB otlo NOA-NI 17-0630.01 BapimHon pate 05/262021 Fi.ODO'-1 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 0 ALLOWABLE. 3.t2s• A IAA LYN/ydf�., OMILLION CLIPS BROWN ARE NOT DIMENSIONS. SCALENSION ON SHEETS 21-21. ONSFEET521-23 ;s�aONY . �`; `EICENSE •' :(( �L ' TO BE D L RESTRICTIONS SHOWN DIMENSIONAL RESTRICDONS GROWN IM HOLES IN FIELD FOLLOWING DIUE TI FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. IGURES H W SUGGESTED, N., 58705 4)SUBSTRATES:CONCRETESH MNFORMTOACINISPECIFICATIONS.HOLLOWMDGROl -FILLED '�p � *0 CONCRETE BLOCK UNIT(GNU) SHALL CONFORM TO ASTM C-N. WOOD SHALL BEPRESSURETREATED I /` I-T� �'• o LL YELLOW SOUTHERN PINE WITH MSG OF 0.55, ALUMINUM SHABE 6BB3T5AND BEAMINIMUM OF.125' 1'X8.135'%.5'MULUON SOT-. t lT;c(O�' TE TICK. STEEL STUDS TO BEA MINIMUM GRADE 33 ANDAI THICK (IS GAUGE). STRUONRAL STEELTO BEAT INTO METAL SHALL EXTEND AT LEAST 3SCREWTHREADS BEYOND (I•%TMULLION) •, i; LK`s'•.,[ORID?.�C��C LEAST.125`THICKANDA38. ALL ANCHORS AY THE MATERIAL. #108#12 ANCHORS INTOWOOO MAYSESTEEL, IMS.S.OR410 S.S. �S�ONdI ENG��` W[Jon Capacity Tabla (we0a) Ope16]Ig WI9N (Iar3ANM0¢6peMlp IfNISI OrOpeNng MESA Mr FM10Ne1y3peMIO NUNM) WF 68b "m a0ln III. twin INN I.. I.. 1X43.125 IWAIII r AIIft TWWMW . Mmfna PM'Ar}Ys LaCnv TrW".1 LWA, WCInV.r b N Tr 711Wp. Lm61p nc�h0P9.r L®drp TmWTNT� 1-.9 W--In9AIr Lm•rg Tnr{Ir®io- "W's RI m I, LwMe TMNIAgI AI&V na[I I, 1-1, Trq{i6m19. lutlry Rw G, UndiN rreNMan A. Imdn9 WtlnP•r Lw3ip TNnI9ri9. Im6ry AIMN,TWba 11F INA 6E INAJ'.'VA SA ]µ INA Q6 17" 86! 170.0 IN INA AN INA 510 INA 1118 INA .1 1mis Ib0 :MA IWA "It[29 1169 USA sm 14U 1409 INA SH 1R.6 149 17AO RI {aN INA }d 1".0ININA) a% INA W6 1]04 992 170.0 US 1700 1133 IMA WI 190.0 IES INA 6P 1m,] ins 6D3 mw 170.0 WO 111] INS INA 6m 9i] 1.3 IT" IN .A.In 1i11.0 }aT INAA AN 17. WI 1MA INA INA 6d INA lift INA US ISAJ I- INA T{] "-A 1=5 1]OA IN IM I?" NA INA INS INS TIE e7.8 1A5 INA m8 dF INd TV INAA 9m 1N0 ®1 1NA 111. INN ]d 1d.4 INA 1N.0 Nm 1372 11m INA BR 1}]A 115. 1 A BW Nm INA wl W2 I1W 1 A Mi 1l2 L. INN WI III 1i0.0 0W 1I0.0.T td2 1100 'l9l M}A 1d2 161.1 aR 1E.1 Id] t.fi] Bm 1112 1d3 1360 WI 1Ce.0 id3 Im.I ]91 10a] 125.1 ]02 ]I.! td] 1]&1 ]R 6L8 10tl m11 N3 Wln 110A 9N INA12 d} INA 819 INS IN 1Y.. N9 113.1 W] 131.0 AN INS a92 UTA TW 0.7 IN 114.9 IN 9w IM4 NI NA W] 190.0 ]H 567 PS INS 716 L WN IWA 9O 1N,0IA d] 10.0 rW tle.l dT 130.3 NB 103.4 M 111.] N} 119 1" IMi TN Ri F} N22 M BIT 0.I T13 111 dl M. ]tt 51A WT dD]It 6W IQT]2 W Ill. . VA MA Ns' Na SIA d9 0. Bd ]56 AN Y,] 61A R] BN d8' ISI. 189 M9 MI 65] CA MI NA WI ]61n 116A }W IN.].3 i} 1w.6 IN US ]R WA d0 N2 TR 00.9 N9 d2 N2 N.2 eN 571 rR W2 613 TR WA HG II3 N2 NO 89} NJ ]W MA US E TBN 1d.9 ]b IllAA TN 9A8 RI Nf TN UA W9 MB I MA m9 mA Tin Wt 591 WA TN BU 6W T24 VA Al] N2 M4 613 66] 314 Td NS INiwNWBd]]I.0 .0 M3 60.1 1if 62.7 MI R.e 185 135 f41 {1.1 Im 38H 613 128 45} N.6 d] N.9 116 543 N.0IN 248 d5 ]21 AN 21.3 d] W} lib din NIS IN WB {E Q8 Iia IB.r 419 09 6m 4]2 U2 no N6 ]0.5 1f0 ]LB BB dA IM 20.7 !N N.0 IN 1]B E.1 366 N.5 OB ... 3d1 PJ ITS d.2 IN IMN 10.] ]P fl.l ]11 N.8 ]P MA ]]9 28,8 ]P 30A WO E.2 Yll 26.6 RS Z1A In b.0 321 20.f SP NO ]IT 1d8 3P tA0 ]10 IIA ]R 17.1 3d I11T T.I 331 P.a ]9 N.e 161 31.0 ]10 2i5 ]R P.B 313 Zia 39 L.I ]d 2s. N] IIA NG 104 35]. 20,1 3d 16{ 35l 1)! ]d INF 29.] 8d Sd 3N 245 ]PJ 9,I 2H 21.0 ]M Ei ZIO 113 3m 192 'A] t&3 ]M U. 2W IYN m.f }m 1]2 11fi TGRI F f.R AAchorCvNcI1NTabAefIWSI S AA5 23k Wrct[M 2.5a CWe, HWI-.. FBI Q.N Imw M" "aAr CAP Pe11d116 A"dYT9W 1HBEIO9UtrM.. 1/CEfW.-- L I6'EICW US-s0n -1-MoUOmm W'ENoU .y ' 1H'66 S,. Apv y16•Elco V3.W 1,,.A.. Ad PIf 51[tl Ba,aO (G51 012a.. 6nA. .12.1 9aroW, EW.DNIK0 DIT 1' S-IA 21m' SIIfi- 1' b1/f 1' b1? 2. 2' }IIC 1. 2' 0.18' . O.d' I. EmppnmllDQ fiY1' h9P 41f tdlf Z 1-I/PI I'm I 1.1/6• 1-110' Y Y3•Z 13fl• wRa 2 AxMa®I.2PMh 0.E./I.W 0aN"W 1E}i 1., ..3 MIA 46s. 6W Wa 1A.. 3NIM ffind . gilts 6d Na 6b IEa MI. Y21d WOW. 6AMIpn®23SMN. O.G16hltlaa (NGIR.g CIDhla-g3 '1MIm INM 50aa 1411Ib N. .1.. WA fiPAIEW NIA WWI WWI 112. M, e grclraa®1.15-Mh E.C.l6prrama(o/E®.IIC=D MD.IF WMW+ 1400. WA WA N/A WA 2WIG. WA WA WA U&I. Im. 2NBw I Arcbn Og-Mh O.C/win 3Ayb 61b91110, 5F NA- ]NM Wfaa 15MId 'AM. A. R9` 10• H..A 2161N 1.6. U... 02 W. ... II 6 AnWM. m Y MNO C./ RI h5AM4 Gin./(N. sY 11NWa MAIM 1.1. 2NBba M446. III MAW.Wb ll2210. mwid ON ld I.. IN7 . imom I ATbn®OAS WAh.OG/IW Nto,125'Alm {fU. ]] WA WA WA WA WA WA NIA WA WA NIA N/A N/A 113f R. 2AWdm g 23' Mar. aill VO4(N.Sf .10. US. VAW. TMW INA WA 2M Il.. N/A IwOa NIA MI. Yg N, NASA {Mtloa g1.15'MF.0.G/F41 IFl0.9 400IN 1Was WA NIA WA KA 3W I4 WA WA NIA W2Wa 6WEa 112f 1p. NOTE: FOR THE OFFSET CUP. USE TABLE NOTES: FIGURE I: FIGUR22: • • FIGURE& FIGURE4: FIGURES: FIGURES: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLESAND SHEU25 FOR INFORMATION ON LOPDWG.SEE • SHEETS 2-4 FOR GENERAL INSTAJ.I.A71011 ODS • • • 2) LINEAR NBETWEEN MUI-L GTHS MOOR OPENING WIDTHS ALLOWABLE NOT • • • • • 3) MULLION AND ULLIONWEIS SHOWN ARE TO SCALE FOR EXACT DWENSONS SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 FIGURES SHOW FIGURE&. FIGURES: FIGURE]: SUGGESTED, APPROXIMATE HOLE LOCAIONS. . • • • • 5 HOLLOWPNO 4)SUBSTRATES: CONCRETET(CMU • • • � � ONF RM TO TNCWE SCIFICATIONS.DSHA E-TREPFILLEO SHLIL CONFORMYELLOW CONCRETE 9LOM SHALL MT MINIMUM OFA2V THICK TEEL HIBE 6SO.WOODD BE A STEEL SOUTHERNPINEWITHAN SG OF O.SAALUMINUMSHAHGAUGE)-]SANDTUAMINIMUM EWITH AN SG ALUMINUM • • STUDS TO BE A MINIMUM GRADE AND THINK GAUGE). BEATLEAS THICK ANGLE CLIP (FIOURE95SB)MUST REUSED IN PAIRS. LEAST3SCREW THREPDBBEYONDTHE MATERIAL #108 METAL EXTEND AT CREWT HR EASTEE O DTHE MA ERI L- LL E ANCHORS IN TOYBE 02 NCALL R #12 ANCHORS INTO WOOD MAYBE STEEL, 1885.S.OR ltBG.S. FORTHE l6piragnn TODUALIFY PROMTHE -1 Loco. I-- IS NA. 58705 TGRI F TA Mellon Capacity Tablfi II S112) Open" Men 60r3BIGcalryapelWlO NOIEm) or Opnning HeIShtgarrormnhal)apalmlo, Net 601n 601n ]Oln B]M BOF AWN Man 140N 160b 124[.3]6 R°DWyle la 1vgvJA<n0. Lmd.O pecmpAm LnnAna )rannUmp LmMp R-`E`ww U.N. TcMAc9. loci, RmhNA. LDaJn9 Tooroar9. b<tlNB a^CnTlof MCAvg TmpRAero LVIN, ROIW,Pkr ImfIB TNMTN . I-hq, ReoMn LeeMe tt<ylAnnp. LwBn9 Rclary0. IUWn9 Tep/MUO. L Eg Ral. Lm6I, iyJMene. bntlre Alem.Tuba &•T• Mutton .Sgg x p pFypy %$$ x B t yng x x E @ S_ p �_ o 2� x 8 x a St 42M V40 ON 1fiA IN 1700 744 nita OB 1)Oo BBB II4o NA line 092 INA N9 tm0 Rib INA 521 Ina INN I700 631 IMO Ion 110.0 lot 1JOA ON INA Sn Hot 143 Ina 521 NM ME 7W q0.0 R1 INA 050 MA 5N ROA SR 1100 - INA I133 Into NI 1N.0 WE ME R] 110.0 Ht] I70.0 60 1)00 1R0 I700 eW 1N.0 19R 1NA ON 151.8 2.R6 IN.O Go 1114M IN.0 747 110.0 W3 IN.O 690 INA 6N INA 1046 1700 aM INA 1105 INA 3L1 1]0.0 INS HEX ]4] 1= I44 MO PE 1100 IN] IIOA i5G ME 191➢ 1NA )56 INA, 111➢ iNA )58 NN Ini0 791 INA M2 INA 956 110.a a01 1)0.0 llta 1101 1N INA 12)5 iN.O IN 1N.0 1131 iN.O 037 170A 16N 1N.0 eX 15&➢ INA 1740 M1 1]l.1 1I9➢ INA aBl 1L1.0 I]09 Ifi.O BR Wln 170.0 BBS 1]40 ]01 R0A 1WA R0.0 Nl R0.0 1310 IJOo BN 1N.0 1417 IN.O 94 110.0 ii➢1 110,0 BN INA 1618 IN.a 10]] 12&6 1R0 110.a 1a83 111A 1910 Int. 10W q3 1010 1]0.0 1W5 PM INA WO Inn H9 1NA 111E INA BW ME IW3 110.0 BW 1N.0 MAE iN.O 105 1N.] 1N2 'No I HIA 1On R0.6 122 111.E f512 160.E 11. 1.1 No 16W 11R B&I IN3 IRA 1157 F, Can 170.0 04 110A "1 1N.0 110 I70.0 ON 170.0 1]N 1N.0 lon ME 11N ME 10.tl Ilea 1472 1MO 1140 ONE 14M 1WA 1130 1e7.1 14M SIT.B IIM VA 14n 146.0 11" WJ MOO 146.0 I'm Rln I- IiO.D R0 1N.0 13i3 1T0.0 1W3. 15&a 1W0 'en, 1101 INE 1]N H9.9 1R3 11).3 ION ME 1. IRS& 1. 128.E IAN M.0 INO 111.0 NN i9,4 1]N 1f1.9 1a1] ES.E 1]in 112E 10f3 3 ZEN 1NA 11E 1]0.0 tl] 119A 1164 159A 103 nSJ 11N INA OW 1122 HN IN? I76 a&1 11M 115.3 ➢a1 IN 11N t9]A 04 11A I1N OEX WE SIA 11R G.1 1" 56.1 11Bt 02] are UN IM.1 11N POA .7 l3a,4 11W IVA ➢M 11" IIN inn 947 IME HU 1"A R1 B23 113I AMA ilm W.a 11N .5 BM M2 11N Ma ON SOO 1124 US All 11.9 11. 032 BR IN NIA NI 111.E iM Vol M4 MA ]Y )].2 BM B21 IN R.B 6N TJJ 712 W.1 MI fi6.5 TR M.0 BM 6f1 609 W.0 M1 N.2 Re 309 M4 b0 aM 318 ER O.] 6% oIn 81.1 ]O R.E 6W 1.1 NO 1)2 M 0.6 J42 R2 Nt 3A N2 Y.B 631 K.5 ]O 64.1 6II Md )O 1p.B R4 3].1 ]O 4].B 6W 9f.0 J13 19.1 6N 31.a )O T.6 6M IOBN AS 586 639 6N E21 BEE 11.1 521 4L] EN 466 613 39.1 W8 41.4 A.B 659 0).3 49a ]L] 56a N3 492 AI bb A.B IBt 33.] WB 20E 4R 1&5 MS 2A] 1Fd 111M RA 559 Me .W ISO 95 19.S 40 412 ON 429 IR NO NS NA 1N Na No 312 I)] 26E 6$ 31.] IR NL 5S5 'P.1 457 20.6 WE SO Me lea BS] ne H2 1Nh 45.E 175 40A IA . IN SEE 42 318 475 A) IN L.6 Il5 a..8 414 M.1 RS MB IN 228 4N ME 4N ILO IID 31.1 34 IEA 475 16T 347 14.1 9N 172 BM Min 29A NO • 1 NO . 3N .4 301 1E6 TABLE TR Anchor CapacIty Table al 9u41nIr MCOwMae ].5<CmD. XDIIJV O.IU Fiat We PT Wrcd N<w Anchor Cllp PaltHms AmApITST<. L1C EbDULxen 1M•EIm UDym Y1C EI[D Y10'EkD111Ybnn 111'ECO MbdCW i/Pfi6Elw AppeGam Y1B'EIDp Nlrmm I/1.65EkD ANESNEr EIO3.1 .-En) OU.nal SertxM CO.,. S-M) E<W Rabnp<M[ 1• p12 1' 2-IK me, 1' 2-1r! 1• 2-tR T SIIT Y &iS OW 0.5N• EmDWnvd and 1.3V' 1+V<' lA/1• 11V' Y I-W 1-1/Y t-V4' 1.11, 1.114' Y 1�Y0, IM, 1N61Me14.TTMb. p. C./91mdvN n'OEte1CIIp IFlp.1d23 NON Celia BWIW 1M4be TNIW ]tll Wf SV®< T60bs "It.N4. Ga. .11N 42. .1,4.h- 912Y 1WtOGIStlnMN 10001 Cap Intel,2LOla< ;Neo 9WAa I Nana 1 141GIh :h2Re WA SWIM WA IN6f WA we. WA .Im MS IN 11206e aArtnwea j. M. no, I..o.(ar Oreq M IRp 43 OP015< iN]lea N/A WA WA WA 1Bl IM WA WA WA wq INS Heim 2ND Be I Ana. 0 TWn O.C. 10 W Am& OW I n.6F 2NIBe 3RIM .o IYOIM 1S98 m NO Pe Sal Re WA 1601< Na IN BR llv 1BRIEe Fea IM M61M IllO4e EAM.0 Y.10.4 r M J.S An <Pbe/IFl9.dk 11N IM 11NW 1Ra1M D10Ine ➢M9be NO Be Ma Re WA I 1.0. MEN union 2a9ap I822On 11.1M 1fB0Y< I Arcatl 0 Set- MIN O.4 I OCIq 0AD.126• ALm, IN. R WA WA N/A Wq WA Na' WP WA WA WA Na WA WA WA H2GIM 2.. 032S.1 O,O1 RGp IN. 51 ]W M< ]SOIM 39GW iR Nf In ME WA 40 N1 WA ]tS are WA MDIM WA N10e M2Ia WOIM l AM2pd®1,IS MIM1 O,O/FU`ip IFI1. aF 469 in NaIM N/A WA NIA WA An Poe WA WA WA NY WA ... BEST. 11N Me NOTE: FOR WE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: FIGURE I: FIGURE2: FIGURES: FIGURE4: FIGURER. FIGURES. H SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES ANDSHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • • 3) MEUEILLSgN AND MULUO3. HOLES CUPS ILLED IN THE NOT OSCALE. FOR FOLLOWING E)(AZT DIMENSIONS, AL TISEE ONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURES: F-jr-IF-IM FIGURER: FIGURET: ( B 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CSC. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.B. ALUMINUM SHALL BE M6345AND BEA MINIMUM OF.124 THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.B4F THICK (18 GAUGE). STRUCTURALSTEEL TO BE AT LEAST.125-THICKANDA318 ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE pMTERWL.410 &#12 ANCHORS INTO WOOD MAYBE STEEL, 1&A S.S. OR 410 S S. '"--"""•"". ANCHOR CAP. - FORMULA CM.�s„-, FORMULA TO OBTAIN THE 'ANCHOR ' REOUIRED" CORRESPONDING TO AN RESSURE REQUIREMENT MR THE WHEN IT IS LOWER THAN THE MULLION (FROM THE TABLE) OF THE SELECTED IT WILLYIELD A MINIMUM ANCHOR 'WHICH MAY BE USED TO QUALIFY Al- ANCHOR OPTIONS FROM THE PRODUCTlgREVISED Belldl. ...... yoA¢with Me Florida No".. 17-063D.01 EapIW6>n Date 0512612021 FL No. 58705 TART F In Mu00n Capecift, Table Ibalif Opening Width (krloNmlry3pemilg mllalom)or OpeniOg Helghl (lorhodmNel2t-]pBmilg mJ6am) SON WIn Aln Sob BOm INN, IMM 11ah ISO in lati.. RA.vet Im.,G T,oTOap, U.mna RectmpW. W." TN] .. Imam MecbnOmal Lu00p TIVD . In36re lie' ,N, L., n,yMSna. Lead, PMmwlar 3mit0 11eMIMN. foa6na ReaanpWr L., T2pTWma .toN, Pe+feMlOr Lwere II,71N. LOGOO, PecL SI. Wa d, ReN]nen0. I,X. ncamwl0] Le 1n0 U.O4d p. 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FbI Ra 9be¢ .11116Y .p Xe $9m NIA WA NIA WA WA 6121M1 6W. 11NR A N/A ]WIb 191. So , taut. =W emuWI.O.C./UL1y, OM.12CAbm(FIg 1j NA WA N/A NU N/A NIP NG WA WA NIA WA 1TId .m116 1.. 3LIb ( GA InSea.,. N 1l6' w.. WFCI p6] YaN ]W Ob NIA WA NM NA NIA NA14A NW d1.. ..3. NOTE: FOR THE OFFSETCUP, USE FIGURE1: FIGURE2: FIGURE 3: 0 0 FGURE4 FIGURES nlD FF AS I Ht B FPNUANU RIY. ANGLE T BE USED IN PAIRS. FIGURE B: 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 ANDOR OPENING WIDTHS IS ALLOWABLE 31 MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCPLE FOR ERAOT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE WCATICNS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C%, WOOD SHALL BE PRESSURE-TREATEO YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALLSIINUM SHALL BE 6063T6 ANDBEAMINIMUM OF.125' THICK STEEL STUDS TO BE AMINIMUTA GRADE 33 AND .045° THICK OB GAUGE). STRUCTURAL STEEL TO DE AT LEAST.12S THICKANDA36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDTHE MATERIAL k0S#12ANCHORSINTOWOODMAYEEST L,lMS.S,OR410S.S. -- 'ANCHOR CAP,- LA TO OBTAIN THE °PIJCHOR REV CORRESPONDING TQAN RE REQUIREMENT FOR THE IT IS LOWER THAN THE MULLION THE TABLE) OF THE SELECTED YIELOAMINIMUMANCHOR MAYBE USED TO QUALIFY HOR OPTIONS FROM THE PRODUCT REVISED B9110InBIHeO-,W the Florida NOA-No.Ce YY 17-0630.01 lboal-tie, Pate 05/2612021 111111111111/I/ V' NO. 55705ta Oi ATE ,S1ONALIkNG`` A LYNN MILLER P.E. 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FOR MCT DIMENSONS, SEE SHEETS 21-0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, AFPRCOUMATE HOLE LOCATIONS. H. OOD ND 41SUBSFILIED ONCRETE BLOCLL CONFORM TOLL CONFORM SH TO ASTMUMINU SHALL BE GROUT -FILLED CONCRETEBLOCK MIT (CMU) SOMERNPNE WITH AN SO BE PRESSURBEAMINIiOMOF.l SO ICK.STE&SITHPNSGOFMINN ALUMINUM AND .04V T6AND BEA MINIMUM UCTUR" THICK. STEEL SRIDGTO BE AMINPAIIM GRADE 3J ANO ANCHORSINT METALSHAU..YURAL STEELS BEAT SCREWSTA25"S BEYOND HE. ALL ANCHORSINTO ITOW00%TENOA STEEL S.OR 41EPDS BEYOND THE MATERIAL. iN08 R12 ANCHORS INTO WOOD MAY BE STEF1, iBA S.S.OR 410 S.S. 1.25p" 3.26V 2 IsMULUO5"FOR MULLION FOR FIELOlAULLEO UNITS -1.260-i 1 3.250" 1.25"%9.2N FOR v' ML'ILICN FOR FACTORY-MULLEDUNITB �.......... 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HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.26U' Ill. CLIP MUST SHOWN ON SHEETS 21.23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLELOCATIONS. No. 5Bi05 •13 Fe 0REUSED *; IIT� IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS, HOLLOW AND ,AL1 GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TOASTM OW. WOOD SHALL FIGURE 4: FIGURE5: FIGURE6: BE PRESSURE -TREATED YELLOW SOUTHERN PINEWOH AN SG OF O.M. ALUMINUM SHALL BE 624" 'A A I};+•4�; IN'iO,O',• ST EO 606e-T5AND BEA MINIMUM OF.10W THICK STEEL STUDS TO BEA MINIMUM GRADE 33 MD (O� • • #10& ]CANCHOETANLS WOOF M"BESETEEL,IMS.S OR410S.S. BEYONDTHE MATERWL 12 ULLION FOR4 12W.MUON OMR '�A'csSZONA1LPENG`�`. FlEL0.MN.LED IINRB FACTORY -MULLED KNITS ALYNN wvm',P.E. n FL P.E.H 56705 IHOLc IIA .Mullion hDeG/yTe61a 10eRP7 cpOMng NAdA (bruMl6PAyBpermng mlmom) erOpenmB HdpMlhrNalloderyspennllD mJFe1e) 6010 loin loin WN ]O in t00N 1.in t10 i+ I'D. 115 []94 fl°`1°II(dal LudeO TepTAnp. 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DS 110W iT&s Sl.lm iN N] 39iW 413b ITDD9 z21 D5 20.Im 2M[M1n®1.1@MnO.W FL1p ITIB SY 2b DS ]9W N4 WA NIA NIA /Wd I NA I NIA N/A WA WA 3[1 D9 4¢W 56.Im FIGURE I: FIGURE2 FIGURES: FIGURED: FIGURED: Nee P70 1 ANGLE CLIPMUST REUSED IN PAIRS FIGURE 6: TABLE NOTES ANCHOR CAPAC"-TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS CYO USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDiCR OPENING WIDTHS IS ALLOWABLE 3) MILLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR IX CT 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 ACI MI SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6061TD AND BE A MINIMUM OF.100-THICK. STEEL STUDS TO BE A MINIMUM GRADE 33AND .� THICK (18 GAUGE. STRUCTURAL STEEL TO BE AT LEAST.nV THICK AND A3S ALL ANCHORS INTO METAL SHALL WEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL aID 8 912 ANCHORS INTO WOOD MAYBE STEEL 18-B SS.OR410 S.S. 12S X 3.94•X AN' MULLION W.- THE PRODUCT REVISED plyr'n9 wiN NO Florida Building cede NOA-No. 17-0630.01 EAptratlon Dato 05/26/2021 * . NO 58705 IAbLC 1W ' MVltiOn Ca aA Tabb DOAr Opm10➢ WMih OorNE10m8}1pBMIB gob Wln RFI mF I Rl➢Ioly) or OpenNR NeI8Mlf0I BDF IarlmrlelryspmMry ml➢Iwa) 1@F 120E 1401n loop, 2 %4 T. $5 2 x4xuae Px1anW4, tnvi@ ]aP'nIW. tetivB I1ecIWl.1 9aCnA >hW}bno- lvaLlO ImdulO9rV nenmpl.fir Iv6. IbebrMlar Lo13�e T+ .,. 1Po919 Fzbnenw Im9re L4'nlm0. -pso Rlnl -- luaoVe Try/IIItW. ImaNB Ps.,.W IUMbO TnP]Ilene. 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HOLLOW AND GROUT -RUED CONCRETE BLACK UNIT (GNU) SHALL CONFORM TO ASTM C-80, WOOD SHALL BE PRESSURE -TREATED YELUW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUMSHALLBE6063-T5ANOSEAMINIMUM OF.125- THICK STEELSTUDSTO BEA MINIMUM GRADE 33AND.D46'THICK (18 GAUGE). STRUCTURAL STEELTO BEAT LEA6T.12V THICK ANDA36. ALLANCHORS INTO METAL SHALL EXTENDAT1E 3SCREW THREADS BEYOND THE MATERIAL. 9108 N12 ANCHORS INTO WOOD MAY BE STEEL 18,8 B.S.OR410 S.S. YIELDA TO CUU LIFY ROM THE i C d PRODUCT6gREVISED 6NIEInp C000WHN HIS Fl0ri0e NOA-fio. 17-0630.01 BKp,mU*n Bate 0S12612021 No. M705 FL P.E.N MOIBvn Ce go' TablD OP.Airg SABtlI ROrteNLm95`HCBrN10 MOUIS)or OpOnho HalBbl(a,lOnmrAaly0pmr8T01m11Wn) - ,.In "Do an in I Win MID 1.In 1 1401n 1 twh Rli6)I$fi RxlryAa INDV TN'Turv. I,do; PslrtBYv L®MB Tap",one, LwCn9 Rlryv Laoft T-FTNI Lood. RkOhnorr .1, INAnOan# Nadn9 pon"Al. Linda, Thom.,. LN Raaw L®Bn0 lf'P�illanI. 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JIM 1% BM[Im®I.11•Nh OG/dd .0III.a,.o FIB. 04 tlWRa 11M IN III.na z5H5M WA NIA N/A tWSm NIA WA WA VBBIR 17MU 2NOIM IAIrMa®5'NRO.L./R)hSMpb Cfy/G1p. 51 rBOM IN. I. IN 1MO Wa 10IIIt NO RO Zw WdIW WA ]MWe 7991N $801IN 1In. IWSa MIN 1UQIN BAMI.m ®T Wn L.0 /(hb1Mpb Qpk/LF1D. B} 15BJIM 1Y0. VAN 312p IY Ywua1 iMD Wf 11M Ib N/A 1570W +IW 6a IIWb TIH Ib Ib310e 1]i06 i3101M @AV-QI.'Mh O.C.I(N h]MO'ACIW10001M 21Mne WD. . IGi WA WA 1.lIN WA "A"N NIA WA WA SI3Pe AM IN MIN IA Iwa OAINMN 0014tlp ID 45'Apm 4n&B3 WA WA WA WA WA NIA WA WA WA WA WA WA WA NIA AH IN ) 8 QMUWON CA➢.,a,a,� =BNCHOR TAP..• THIS FORMULA TO OBTAIN THE 'ANCHOR \CITY REQUIRETY CORRESPONDING TO AN IA- PRESSURE REQUI RENEW FOR THE VING, WHEN IT IS LOWER TAN THE MULLION \CITY (FROM THE TABLE)OF THE SELECTEO .ION. IT WILL YIELD AMINIMUM ANCHOR ICITY WHICH MAY BE USED TO QUALIFY �TIONAL ANCHOR OPTIONS FROM THE fi AmAaa®ON'NN.O.L.I VCfe.In10.125`AWn.OIO. B) WA WA WA WA WA NIA NIA WA NIA NIA WA WA WA NIA 2Wtlb I-2G00"�1 2AMIvn®lM`Mh.oc/F1ip IFp. 102 900M ]M Wa 9M 00 3MIb 1B181b 2lB na 2W pA "a So ]IOM 9]11M 8]3Aa pI81M 3111m Alb 550 Nv IAIWIM 1.11'Mh. O. c/FApF0,1R 5Mb IMIBe MS Wk RPoW WA WA ITIY NIA M31N WA NW WA M31M 6M Wa 1191m 250' NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLENOTES. FIGURE(: FIGURE It FIGURES: FIGURE O: FIGURES: FIGURER: FIGUREID: FIGUREII: 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON ING. SEE SHEETS 24 FOR GENERAL INSTALI-ATION METHODS. POI-ATION BETWEEN LENGTHS MDIOR OPENING WIDTHS 18 OD MN�NAIONCLISNNOTOSCO�CTDIMNSIO,SEE SHEETS 2'BSTHE FIELD1T�ENONSHOWN FIGURES: FIGURE 6: FIGURE]: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROAMATE HOLE LOCATIONS. ANGUS CUP 4) 5-2 MUST YTI-LOW SUBSTRATES: PINE WITH CONFORM T LAMII301 SHALL BE 60CYT. AND BEANININIM f.12W (FIGURES CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM GAO. WOOD SHALL BE PRESSURETREATED MUST BE YFJ-IAW SOUTHERN PINE WITH MSG OF 0.55. ALUMINUM SHALL BE fi051T5PNDBEAMINIMl1M OF.125' USED IN THICK STEELSTUD5 TO BEA MINIMUM GRADE 33 AND.015- THICK (IS GAUGE), STRUCTORALSTEEL TO fl FIEDUDEPAIM, BEAT LEAST.126"THICKAND A36. ALLANCHORS INTO METALSHALI. E)(TEND AT LEAST 3 SCREW 2-xv)(25 THREADS BEYOND THE MATERIAL. 410&#12 ANCHORS INTO WOOD MAY BESTEEL, I" S5. OR 410 S.S. MULLION PRODUCTREVISED 9oiltl 11.1 G wath the Florida NOA-NO.Ce 17-0630.01 Exptratbo Data 05/2612021 No. 587M Mullion Capacity Tabl, Oboe, Opening Width (lorwrica e4a ld, IRORR1 BrOpenitg He19M (br Mllmnla6><spaMlg mdllore) me on. MIR mN 90N link MIR Win i041n 1.3&'1211' ReddedwII 1-Rellno Trup"lp. L.J. ReNryJer iccro ibPfrWp iceid Racer'. We15a TrayfNry. ImSmo Rxron,1 Und, Tnp'Inaq I.ORonl ReRxprB I✓e!N iRp']5dp. 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WSA'QIV M89 AnchorCYP Pebeme AmnYTyEc YtCECOD110:m iW'Eto Ulam 511SEko y10-EN9Vnis%M unam 1le'EkO UIIrO[m IM B6 N AogeIDtd 911.. utrsm /4'63W IN"09Fk9 aWre'1]Nl WWM, Bm SBa m2Sne1 3emv(GS)5[rcx R951 Ax 54el sxR4G]3 [4W Eop DelMeln I' ]t/S 1' 9]2 SVB' I Y I?VY 1' 2VY 2 SVS P 4a' Ob' FmOstdea 15Id' Ulf iJ'i 11V4' 2' 11M' VVd' 1'11f� 1-Ve" 1-I if 1-VP T 1-3'0' 1$'C 1e'Iet dPRRrs®Smn.OG/ b5Aryk OP9l Fr A01b ]mM A016 �®e tm6M 3P RR SOd3 WA ]®pe 1eB ld BN OD IM21b m2 F9 BBB6 14TIY. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON WING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOICR OPENING WIDTHS IS ALLOWABLE FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACTDIMENSIONS, SEESHEETS 21-13. HOLES TO BE DRILLED IN WE FEUD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI W1 SPECIFICATIONS. HOLLOW AND GROUF-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE W0 T5 AND BE A MINIMUM OF.12S THICK STEEL STUOS TO BE A MINIMUM GRADE 33 AND.04Y THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT LEAST.I27 THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW THREADS I EYOND THE MATERIAL g10 & 012 ANCHORS INTO WOOD MAY SE STEEL. 18-e &S.OR 410 S.S FORMULA TO OBTAIN THE -ANCHOR REQUIRED' CORRESPONDINGTOAN SELECTED PRODUCT REVISED In via the Florida go .Rpl e �,da No".. 17-0630.0.1 E.plranen Data O5/26@021 By -� AndfurnHiUapef Product Control Ng. 58T05 "7oRloh; NG�?; ONAL e 11`� JNN+vlav'R, P.E. Mullion CA 6akYTable(IeaM') Cp•nlnB Width (IT,w MIycparIir0"flams)orOpenin5 Hall(fwrormllld"Ja]atiRr mU6are) 901n Wh 701n I ASS, Sori IWb fain 1 14011 IMF 336"30 Re[isWIH Gdna ➢H oia Im6q PBLWgAY Io.a TrsP'rOIM. LmJnO RoAdow•1 I -Jos IIM'rAaiB. IUYM hamrWllV lucin0 1rtPmIH34 Led�p RLL1mdN# Ie0dtr9 7eM4Vo. Laary 19cWWH lae4n9 TnP'inena lw3r�p RS000". 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Ila'Ebo UiT+rm H18'En° u13zM y16•Elm Upimen 1/1'Eko Nb2xn '/P PS Ekn Aooma•tu y16 Elee uNaoan tH'SS FAo ApFeLaIH alO 6kel eortw(.5) a61ce1 some lWl 312C1m' Bomw W31 E03u QSWu0n{ t' Y1/1' 1• Y1R' }Yfi' 1' Rta' 1' 2-tQ' T itrt' Y OAB' O.H" 0.92C EmmanM (Fk IJ'! I f3l!' 13�1' Y 41I! 14/4' 1-I N' 1IN' 1A/<' YII! Y tJ'8' ISPo' Klka 2Anev2®r Nm.nc/Qlas Arne cpn /QIp. 17 e 35pG' aMG 4ap mr swlm TwG An 2eplm Jsl be ra01M T41m npG NA m• 311G uzlm 3m a• e Arvlbn®ar Mn. O.C./QIR•!/Ygk (Ape /Ifp, Ty rM1 Apbc 1A]p lm zR96s Sa Sao, YDG WA 11201M rlB pd AM bs 1A9RG tl3 ne Mtlb 112ab o Antlm®R.rt'Mn. O.L./y LSAMgd /1Ep. ]p ,Me, It201G tfmlm AaOm• 2Rlalm 2251G NIA &OIb- WA IOSfi Ib I WA I1]mM WA 1WRIm 13RW iLA01a FIGURE 1: FIGURE2: FIGURES • -.1 • m MGM CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTPLLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND]OR OPENING WIDTHS IB ALLOWABLE 31 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL. RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTEO. APPROXIMATE HOLE LOCATIONS. 4) SUSSTRATES: CONCRETE SHALL CONFORM TO AG MI SPECIFICATIONS, HOLLOW AND GRCUT-FILLE0 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-M. W0OD SHALL BE PRESWRETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6 T6AND BEAMINIMUM 0F.125- THICK. STEEL STUDS TO BE MINIMUM GRADE 33 AND.045- THICK (18 GAUOE). BTRUCWRAL STEEL TO BEAT LEAST.126-THICK AND ASS ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, k10 3 k12 ANCHORS IWO WOOD MAY BE STEEL, 1M S 6.OR 410 S.S. 30'BAY MIRUON ' -)) ANCHORCAP..• TO e TO OBTAINTHE"ANCHOR THE TABLE) OF THE SELECTED YIELDAMINPAUMANCHOR MAY BE USED TO QUALIFY MR OPTIONS FROM THE PRODUCT REVISED SWIM., c UowitM1 Ne Flarltla NOA-No. 17-0630.01 EHPlrati.. not. 05/26/2021 IUIIIIIII/r W.: Na, 58705 tt OC� SATE F�r� 1 lE'SI'...r,..ORIDP; A LP.E. F IRA Mullion Ca a TaOU sue Opening Wltllh(IaleNraBysparWlg RelTiom)or OPNUnB Haigh!(Icr H]Hmt1aM5PmelremguD) Mln am 70m MH Dam 1WN IMF LION 140N 3.26-A6 T4Mep ImAq Rec1 1min0 T� LUMO RecbMJer IAOdR Tep'Mma. 1®tiN Ra4n Iwdna T,01amg Lm a AGGGIA. LUNG, TWBI U4, RMletmlm LafiO INlWmp. WA, Rpaet u", Tmy01m0� Laed, ReNgOar 1AOdma TnP'iNp. 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I10 Sm UA bA 10 aA W ]d2 511 01 Na Jaa Wl %h M2 5N M.1 SOB NA 1® 5.4 N9 .71 5S I MA N1 AS 99 ISB 1 Im 329 ON 41.4 170 31.1 591 MI IN 2B1 Y1 MA IN NJ AM NA lV 21.3 6M MT M N111 OA 110 49 NS 39A M9 412 SO NI IN Ml MI R9 Ha 11.7 MI MI IN MA ON MB NA MI 3a RO Oa a,] H9 214 MI 15.0 N9 Na ON M.1 US ISO=9 SM S.6 IN 2¢1 a51 2a6 2 M] ON a.1 U5 ND 15a lal US A. ON 166 SO 1Mh NA a01 SS.B Mf M.1' ]N aA aA 21.8 aN 2.5 N1 N.B d31 MB ]R 1¢I MI ID3 31] 7.6 �I?A 144N 1 202 03 NO 3M IOA TJ 17.I 2M TARI F 1RR Anchorty c TadN be suleldc zik Oi[NB Patema 'Vf66Ek] Lye6eb LITEIeo 12Be:m 1N'95 E¢e I,{pe(MIN a305tm1 .-w(G536uv 912SW aa) a133edAnchorCdP B'�ee(¢5) N?O.V I- ?1/! 2 3.1Iar 2' 8.19' IN a.. L 1nN•f1' t-1lI' 12 T2 M[Rn®6' MR o.CI NLS AN.BYq/Ify 13 aB3M ,130Ef Nala 690W 3BBW INEm IN Bw eN IW 1NIa N,. NI GaIMOc.cl5'Mirt O.C.I PJNSAnpa Cty /012.2r ]W Ec I001a ROIb IOSONS YONn WA IIMIb ]N IM BMta 1092W WilEe fi051M 11m®a eAMlve®2.]r Ml. o.c]M'bs Mvle pq/ y.>C +Im We umol we a. aNlbf A. wA If691er WR moa wa toala laab +IRO e. FIGUREI: FIGURE2 FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIR3. TPBLENOTES: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOA➢WG, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANNOR OPENING WIDTHS IS ALLOWABLE 3) MULUON AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-M. HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SU8STRATES: CONCRETE SHALL CONFORM TO ACI WI SPECIRCATIONS HOLLOW AND GROUT-FILLID CONCRETE BLOCKIINIT (CMU) SHALL WNFORM TO ASTM GW. WOOB SHALLEE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN $O OF 0.60. ALUMINUM SHALL BE 6063TSAND BE A MINIMUM OF AI THICK. STEELSTUDS TO BEA MINIMUM GRADE 33AND.045'7HICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.12WTHICKANOA35.ALLANCHORSWTOMETALSHALLD NOATLF T3SCREWTHREAOSBEYOND THE MATERU #10B#12ANCHORS IWO WOOD MAYBE STEEL, 1" S.S. OR410 S.S. ANCHOR CAPACITYAOJUSTMENTFORMULA: -ANCHOitw_ TOM CAPACITY (MOM THE TABLE) OF THESEtECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OIMMS FROM THE ANCHOR WACffYTnni E PRODUCT REVISED 6uiMing ITyiandg WIM the Fland. NO".. 17-0630.01 dpO G11a. Data 051261202 NG. SS]OS -� ,.DDD• , ODr r- 12Y 7 2S .1 ZS .125' 2.T50" 2JfiD'al,2d1Rr .126'2000•26r RS'3Tr 37�1F WD�7 r 1'XXX.12r MULUON TXYX.375•MULLION 1'X2T6^X.3ib'MUUIDN I•X2.7VXASr MU,TXIN 1'X3.1RSX.5,MU1LGN 12SX3.188'XAB WLIDN 6 TSALUM WIKHTSN-W. fmmsTtl ALUM M3 RIALUM. fi06iTfi ALULt 6063-T6ALUNL %SECTION %SECTION %SECTION X9ECFION %SECTION X.SECDON iy r-.12T II STANDARD CLIP 2.000' e6e3.TB ALUM. %SECTION A1 - f; I 2.126' U76 P fi0B3-TBALUM. %SECTION .12Y E J.740• F 37r��atAa _CREATE FLLW. SEE I MN. F MRy DETAe i`6 ..M .338'MN A A I uCLIP fi6S, P1UM. TOwIEW .37r MIN. STANDARO CUP 6063-TO ALUM. TOPOM --I .316' MIN. I r I I B I I i OFFSET CLIP 606&T6AWM TOPVIEW Z NTEROF ANCHOR LE MUST LIE THIN THE CASHED BOUNDARY. SEE SHEETS SI7 FORTHE ANCHOR O.C. DERANCLALWMUM ANCHOR HOLE DIAAETER: ANCHOR Ow7�TER. vtr. TABLES - H-.1m. 2XSANGLECUP 60B3TSALUM. %SECTION 125- I d76' MIN LUML �=Gwma `_ ANG_________________ AALUM TOPNEW CENTEROFANCHORHOLEMUSTLIE WITHINTHE DASHED BOUNDARY. SEE SHEEEI5618 FOR7ME ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DNMETS R: ANCHOR DIAMETER. 111r. Mull Dimension (slleeliq PGTP rtO Mulilon Std. CHIP Offbi lip LHCUp Angle Clip 1•X2"X.12r(5) 66605 666113M M1118M SM43M 666511M 1'X7X.375-(6) 666006 E6E114M 6E61119M 668244M 666512M i•X275"X.375-(7) 66607 M11W 6661120M 6661 65(1 V X2.76-X.650"(8) 66606 M6116M 6WI121M 66R46M 666514M TX3.125"X.60fP(9) 68637141 6661116M 6661114M 656242M 666515M 1.2VX3.16B'X.26r(12) E6541M 6661117M 6681113M 666241M GM16M 1.26•X2.11-X.125"(16) 69370 NA N/A WA M517M NOTES: 1) HOLES TO RE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, 2)SEE SHEETS S-9.12618 FOR SUGGESTED. APPRC)WIATEHOLE LOCATIONS 8 ANCHORO.C. DISTANCE 3) SEE SHEET624 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension Value on) For Mullion: A LINES P XT X.125- AlumiOum Tube Mullion B 2654 C 0.695 D 0.740 A CIO VX2-X.375• Alum inum Tube Mellon B 2.401 C 0.635 D 0.490 A 1.875 1- X275•' X B 3.000 '375AIumin C O.T57 TUN, Mullion D 1.118 A 1.312 1'X1.75"X ,BW- Aluminum Tube Mullen B 3.000 C 0.476 D 0-536 A 2000 1'X3.125'X 600 Alum Tuba MuO B 2B37 C 0.8E3 D 1.13T A 2625 1.26 %3.108• %26r Alum lue Mull e 3.262 C 0.862 0 1.7ez 126' X2.11- A 1.813 .121•Ahan The Mull l PRODUCT REVISED e�lielne LIo� vntb wp Ruda. NOA-No. 17-0630.01 Expiration Dam 05/26/2021 No. 587o5 --j 1.000- t— . —1 1.000° r- TX4'%.12V MULLION 6,43TBALUM. %SECTION 1'X4"X27S ( MULLION WWII ALUM. %SECTION 12SX325'XAM0' 115-X&25'X824' NNLLION MILLION 6 W NS ALUM. 6005-T6 ALUM X-SECTION %SECTION 1-X4•X.376" T-MULUON WM-TBALUM' .975 X-SECRON MIN. 250 281 394' 100• 824- b1 L --1 .62V F- 1.WX3.94-XAW MULLION 600STSALUM. X-SECTION 3T5" MW. 740• aIS tt12.7STMDARDCI-PTEAR fiW116ALUM. I 2.125° 2.DW" Ma PNOLE CLIP GY 0 )VSECTION 008t-WAUUM. 6WIECTION L%SEC IDN ISE. t-53 .12V X-SECTION Z.125•°U.CENTER OF ANCHOR HOLE MUST LIE WITHIN THE JU,DASHEDBOUNDARY.SEESHEETS 10-MFORTHE ANCHORO.C. DISTANCE.MAXIMUMANCHORHOLEOWAETER:ANCHOR DIAMETER41116'.w ro 3,125- cllfHfliEro OETAI-F.SIffEf4 i i I I I i I I 1 1 I I 1 I} I I I I I I 1 I I I I I I 1 I 1 I I I I I I I I I 3.290"95'BAY MUWON--- m 6M3,78 MULLION ALUM 6063T0ALUM. I %-SECTX)N ao- MY 145ECTLON 128 �s'r E—.abr-I NOTES: 1) HOLES TO DE DRILIEO W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN CN THIS SHEET. 2) SEE SHEETS 10. 11, 1345, 19 & 20 FORSUGGESTEO. APPROXIMATE HOLE LOCATIONS. 3) SEESHEETS 24 FOR GENERAL INSTALLATION METHODS. S)S 4 3)5' CENTER OF ANCHORROLEUE THE DAWITHIN BOUNDARY. SEE sliEffF FORTH 1617 F FORTHE ANCHORF I OfST" C. MAMMUM MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER • 1/16'. CC STANDARDCLIP UALN MUST LIE 6053i6 AWM. SOBSTo ALUM. IDARY. SEE TOPMEW TOPVIEW WORD.C. TABLE C TABLE C. CONT. i OFFSET CLIP 6W9T6 ALUM. TDPVIEw Oimenelpn V61Up (IO) Per MWII.: Olman6lon Value (I.) For Mulllon: F G 1681 Low 1 4-X .125- Al.Itut Tuba WRlon F G 1,935 0.500 1.25"X3,2V X.524' Alu0lnum TU a Mulllon H 1 2.6m 8.000 H I 1.08 3.250 F G 3187 O.T5] 1'%4'% .375" Multi.. i &•T' F G 2.W5 1.25'X3.86' Aluninum Tie Mullon H 1 2.4W 3.000 H 1 1.m0 &250 F 2.250 1.25'%3.25' X.100" Alu l.. TUbo MURlon F 2813 ]0'Ba MUR G H 0.750 TW0 F 2.875 14V Say Mull I 3425D Mull Dlu, n,4on (aM1eetp) POTp.d, Mullion SW.CIIp 01mt Cllp UCIlp An0lu Clip 693M OeSHIM BMI122M 6(56241M 666518M I'X4'X.Wr H1) 66610 888112M MH23M 6662A2M E6W16M 1°XCX.373°T111) mesa 668112M M1123M 66MCM 666518M L25°X&M-X.107(13) I,WX3.2YX.62VH4) M160=312 20101=315 WB112]M 6W1128M MH24M 8W1125M 6024101A 602411M 66W115M fiM116M IaS-X3.N-X.62C H5) XHK VS31117M 6W1126M 66BMlM M517M ]OOeplea (I6) W649 WA WA WA mHIoM 450e2Ma(2)1 BWm WA WA WA OM5111M PRODUCT REVISED ap I:nmPl=yg wI01 MeF OS. B Code oullGin N0A-Na. 17-06]0,01 E pl-H.DateOWGI. 021 =A0 srATB 0 �'hS7p 1N1AL E A. LYNN MILER �+ FL P.E.4587( TABLE E Mull Olmanalou (aHoolt) PST Part* Mullion Sid. Clip t4Cilp Andp e.M 2X4"X.25(i6) 6662 6 r XV X.2(17) fi664 6652M 6662TZM STANDARD CLIP 2.000' I S06 IMUM NOTES %SECTON I 1) HOLES TO BE DRILLED IN THE F6SD FOLLOWING .12V DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS WT FOR SUGGESTED APPRCNIMATE HOLE LOCATIONS. IAA 31 SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 5.5M0' CUTHERETO 200D' .315 i _BEED1111F 31S �( MIN. - - 61E5T1 MN. I I 1 I I I I 4.000' I 29C Yx P X.27 4 _i__I_ 3.438' MWJON I W &TSAIMM I %SECTION 1 1 I I sTANDPRO CLIP CENTER OFANCHORHOLEMUSTUE 6063TSALUM .25M' WrtHIN n1E 0A5HEl BOUNDPAY.SEE TOPNEW rxrx2s- MULUON 6 X-SCCp N %s6cnon -1 1—.125' UCLIP 2XSANOLECDP 212S L{-J`�-I--iT 6063Tfi ALUM1I BALUM. xsE2WP XSfCnON L1L 161I FOR THE ANCHOR O.C. EMAXIMUMANCHORHOLE W MCLECLIP fi66376 ALUM, TOPA10, PRODUCT REVISED DIying -IM 16e Rudd. Buildine Cpda NBu-Na. 17-0630.01 SIN' MIN. Expiration Da 5)2612021 By Elam IContro No. Sams . D:� .. A •a HL—ram_: * _ STANOARDCUR U.CUP MS ANGLE CUP •�j' "�:T,!" �j\;�C 6061•TGAWML 6D63ra ALL fi TBALUM '11; IVAL TOP NEW USED FOR 2•TO� ON. SHEET I] rOPMEW X114 I(JIILLETR P.E. FL P.E956]OS SUPPLE I: SINGLE VERTICAL MDLLION IIIIr NOINOICRSWHFM TIP ..N LENGTH `SEE SEE FFNE3lM11CN DETAILS, A0.9000f5 aXEER Pmwu� xAa j/ : 3J NO.W010R3 W MNOOW &LL I1�ar a 1 ��innm EXMIPIE 1 MULTPLE MULLIONS LENCTX I � — y DETAUB, CPEMIG 9�tT6 as XFJGNT THEBUIMINGSUBSTRATEISRNOWNTOBEWOODONALLFOURSIOES.THEWINDOWFRAMEDEPTH152.114'.THEOPENINGREOUIRESADESIGNPRESSUREO-W.NE0.0PSF. 1) INRWlYASSUMWG THATA I- WIDE MULLION IS SURASLE,THE MULLION LENGTH IS TV AND WE OPENINGWDTH IS 32'+32tl'•65'.REFERENCING'SHEET25. THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLIONTHAT 15 AT LEASTIIRE WINDOWPRAME DEPTH OF2-1UA'ANDWILL MEET OR EXCEED THE REQUIRED e q t b DESIGN PRESSURE OF-M.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SCE, USE WE NEXT LARGER SIZE AVAILABLE FROMTABLE 3A. SHEET i,THE 1-X2.TSX.315- MULLION (LENGTN•T2', OPENING WIDTH= 701 WETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS+F689 PSF ANDWOULD ^ NOT BE SUITABLE FOR THIS APPLICATION. E FROM TABLE THE WIUTH • ]P) NASA DESIGN PRESSURE OF+A]2T POP WHICH E%CEEDS THE REQUIREMENTS FOR TIfl: aY OPENING RCAOPENING N. NOTE(LENGTHANCHOR D MY BE U5 WIS APPLICATION. CPENINO AND MAY BE USED IN IRIS APPLICATION. NOTETHEANCIORCPPACITY REWIREDOF 036 USE. USE TABLE 4S TO FWD WE ANCHOR TYPE, ANCHOR GUANRTYAND CLIP TYPE REOUREDFORTHEWOODSUBSTINTEBOWTHE STANDXROCLRWTW(4)M2ANCHORSANDTHIANGIE QIPS WITH(4) 912 ANCHORS HAVEA CAPACITY OF 81N LBS.THOUGH EITIRMONECOUM BE USED, THE STFNDARDCUP IS EASIERTO INSTALL3) VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USEUWRTI THIS MULLION SYSTEM.THE LOWER DESIGNPRESSURE. OF MNWONS OR FENESTRATION PRODUCTS WILL lgw2i APPLYTOTHEOVFIRAILAS MLY.FINALDESIGNPRESSUREREQUIRESTHATTHEBOTNTHEMUWONANDTHEFENESTRATWNPRODUCTBEWSTA DINACmO MCEWTTHTHEINSTAL MONSPEGFIGUMSIWORESPELTIVESUBSTMTESANDFENEST MONPROOUCTSTOMULLIONIN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS-1-60.O PER THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE R] PSFW7TH ANAhtHORCAPALITYOF fltBTHEFNCHORCAPACGYADJUSTINENTFORMUTACOULUHAVE8EENUSEDRTCALCULATETHEANCHORCAPACTT QUIREDFORTHEEXACTDES� PRESSUREOFWPSF: (FA PSF)X` 633LB51=SZ4BIES(WYBEUSEDTOQUALIFY#10GTEELSCREWSFROMTABLE49l i2.i PSF/ N .] z THE BN MOM TO BE CMU ON THE JAWS AND USES CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH 1523G',THE OPENING REQUIRES Y Z PRESSURE F,50.IG DESIGN PRESSURE OF+'JO.DIJSO PSF. � d FORTHE VERTICAL MULLION: FZ Q m 1)INRIALLYASSUMING THATA V WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS ST-TV-11I05-AND THEOPEMNG WIDTH IS 36'-W-I'•73'. REFERENCING SHEET25. Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MUWON TABLES FORAWLLIONTWT ISATLEASTTHEWIN00WFRAW DEPTH 01`2;8-AND WILL F Tq+ of MEETOR EXCEED THE REQUIRED DESIGN PRESSURE OF+500f.M.0 PSF. IF THE TABLE DOES NOT SHOWTHE EXACT SIM USETHE NEXT IARGERSIZE AVAILABLE.IN �� ! FROM TABLES SHEETT, THE 1-X2.15-X.3W MULLION (LENGTH•10V.OPENING WORN -6P)MEETSTHE DEPTH REQUIRED, HIUESICNPRESSURE IS.MS.I PSF Or N ANDWOULDNOTEESURABIEFMWlSAPPLICATON F Q a 3 FROAITABLE I2A SHEET IS WE 2-X WX 2W MULLION (LENGTH=IW, OPENING WIDTH, en NASA DESIGN PRESSURE OF+N Y PSF WHICH EXCEEDSTIEREQUIREMENTS LLQ_ Z y FORTII OPENING AND MAY BE USED IN THIS APPLICATON. NOTETHEANCHOR CAPACITY REQUIRED OF971 LES EECAUSEIT ISNOWHATTH T MUWON WILLAOD2'TOTHE`NmTHOFTH£MIILLEDUNIT,G.ALTENAMN'OPENING X g " DESIGN ASSUMED.ENSIO THATTHE DESIGN PRESSURE IS SRLLAPPLICABLE FOR THEADJUSIED OPENING.ALTERNATVELY,TXE IMNDOW WIDTHS I.WYBE REDUCED TO MNNTNN THEWIDOWWOWSMYBEREDUCEDPREVIOMIN THE T3'DIMENSION (3512+3i1R'+Y,]3'). PRODUCT REVISED' 3. p g No FIw10a FIND ANCHOR TYPf ANC BETRATE. MTNS EXANWLE, POURED Building CodawltA No".. 17-0630.01 CONCRETEHEA ER ILLARE MULLION CONCRETE HEADER AND SILLARE)WIDE.IFTHEMULLION CLIP WERETOBECENTERED WITHIN THE8A CAREMUSTBETRY TOMAINTAIN THEFASTENER'S EDGE DISTANCE. LIP MRS TORE ENTERED WITHIN ES',CCREMUST FASTENERS WE CLIP 311111 ANCHORS LOGE DISTANCE OF 2-1?DIVES AN ANCHOR CAPAcffY OF,050 LEE WHICH 4S CREATOR, AND BAPirPIIPn Dale 0612612021 TUSING HEREFORE SUTDARD QUIRD ANACON THEREFORE SUITABLE, FORTHE REOUIREDANCWR CAPACTY OP9>1 LBS. THE REQUIRED EF911 FOR THE HORIZONTAL MULLIONS. : W BECAUSE WE VERTIdL MULL WILL BE A2-X 4-X.250' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTCAL MU WONS. ALTERNATNELY, ANOTHER MIIWONTYPECOULOBECHOSENL1)IAEANWONLENGTHI336'ANDTHEOPENINGHEIGHTI332'XT2'+Y,106',REFERENCING S..EET25. THE COLUMN USINGTRAPEZOIDARRIANGVIAR LOADINGMAY BE a USED. FROMTABLE I2A, SHEET I6,THE 2'X4-X.2W MUWON(SLENGTH•4Y,OPENNGHEIGiT•120')NASADESIGNREQUIREMENTS J4214 FORTHE OPENING AND MAY BE USED IN THIS APPLIMMN. NOTETHEANCHOR CAPACITYREQUIRED OF 621 LBS 2)OE.IFW EIIBTO TPE,ANCHOROUANHEW,CA CUPTYPE FORTHE fYJUSUBSTNERSE HIM PMPLE,WINGTTHECMUJAMB6AS ti THERE CLIIND TOB MAIMMNIH IDSOI WIDE.PTHEMUWONCLIPWERETOBECENTEREMOFl-THEB',CMR EMUSTSE TAKENT wI IH d ORTBET"TO 19 ORETEREDGEOISTANCEBSITG ,FXSANGIEQUIRM ANCHORS AT AN EDGE DISTANCE OF I'GIVES ANANCMOR LAPALITY OFYIOIBSWHICH IS GREATER ANOlHE1REFORE 6NTPBLE,FORTHEREQUIRFD If II IHII .I`aQNY LYNN ANCHOR UPAcrrc of u,LI3s ANCHOR CAPACITY EE•.NOMZ 4)MRTHE U-cLR IN THE HORIZONTAL MULLION TO VERTIC.R.MULLION, USE THE SAME ANCHOR CAPAGIY OF 521 LBS. TABLE IM FOR THE U JPSHOWS TIE ANCHOR �S aa��' VICENSF �—17 CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS. WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACT' REQUIREMENT OF 521 LBS.THE otn uuu--1 ANCHOR TYPE IS A 912 STEEL SCREW. *' No. 58705 FROMTHE ABOVE EPS.OUR MULUONOESIGN PRESSURE IS: n' +Ffi4.]PSF FROM H V3V -0 FROM W HOLMULLION; H-170.0 PSF FROM THE 3V HORIZONTAL MULLION ATTACHING TO CMU; n CAQ '• PEFFROM TN ATTACHING TO ® VERTQAHE :T SATE f PRESSURIZONTAL EISq-6MULLION MUONONTERSECTIONy THE DWOULDAPPLTHE THE LOWEST DESIGN PRESSURE IS+/Ed.>PEP AND WOULD APPLY TO ALLOF THE MUWONS � i '. (L`s'+f40RID?.: VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USEDWITH THIS MULLION SYSIEM.THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION L"L[[ �"'TS7IO1NAL PRODUCTS,`WMAPPLYTOTHE OVERALLASSEMBLY. FINAL DESIGN PRESSURE REWIRES THATTHE BOTH THE MULLIONAND THE FENESRURON PRODUCTBE INSTALLED IN E 1ti, A10469! a ACCORDANCEWITHTHElN TA TIONSPECIFICATION6INTORESPECTI4 SUBSTRATESMIDFENE51RATg PRODUCTSTOMUWON. - 00 FLP EJt SIR SCANNED BY MI® DADE St. Lucie County DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION OF ACCEPTANCE PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved a escn rem, and has been designed to comply with the Florida Building Code, including the t elocity Hurr i one: DESCRIPTION: eries "PW7720A" Al minum Fixed Window—L.M.I. APPROVAL DOC NT: Dr No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and ex it i-Dade County Product Control Section. MISSILE IMPACT RATIN :Large and Small Missile Impact Resistant LABELING: Each unit shall be anent label with the manuf r' name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site -at the request of the Building Official. This NOA revises and renews NOAH 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0430.05 MIAMI-UAOE COUNTY Expiration Date: February 19, 2024 rm Approval Date: August 23, 2018 8 ft3J�8 Page PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS N_ OA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTrm spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel Per z, Y.E. Product Control F#aTber NOA No. 18'-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014) and FBC 6te Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 ERS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Per Product Control E ner NOA No. 18- 30.05 Expiration Date: February 19,2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 6" Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel ere Product Control Ex er NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idahnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6'h Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/1 and expiring on 02119/19. Manuel Perez roduct Control Exa i NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI DADE COUNTY. USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS, MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WRH MIN. KSI PER DIII/ ANCHOR TYPE 4) ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERE 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTEDAS 2 ARE 1-12'• THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHA L BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITYDF 1, THE ENGINEER, (MR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 114" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6.1 IMPOSED ON THEM BY THE WINDOW. 7)08SIGN PRESSURES. A. NEGATIVE DESIGN LOADS BASED ON ETRUCTURAUCYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAV CYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E13W. C. 02SIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-0/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FF.3635. 3850, 7212 & 16-7763, ELCC ULTRACON NON ELCO CRETEFLEX NOA: ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL 10) THE 772M SERIES WAS FORMERLY CALLED THE 7201820 SERIES. CODES I STAN BARDS USED: •2017 FLORIDA BUILDING CODE (FBC). 6TH EDITION .ASTM E1300-09 4ANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM-2015 .MSI S1DM12 -AISC 36M10 4B'BUCKWIDTH — 45 1/4-VISIBLE LIGHT WIDTH� —R cuc�Ta—I LL O.C. r GUIDE TO SHEETS: TABL -- I L 93A/4" — / VISIBLE 12D.C. / LIGHT O.C. / HEIGHT 97- TIP- O — T I HE HT _ 1_ v"I I+ "MPX.O.C. MqX ED FRAME ELEVATION FIGURE I: 12"O.C, MAX. GENERAL NOTES........................1 ELEVATIONS...— ....................... 1 GLAZING DETAILS. ..................... 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE.............6 INSTALLATION, EQUAL LEG INSTALLATION, INT. FIN A........... B INSTALLATION, INT. FIN 8...........9 CORNER ASSEMBLY .................. 10 EXTRUSION PROFILES................10 PARTS LIST ................................... 10 ITO.0 MAX. r TIP.SP Das5np0on del 1 7118-WmIXI(FAn-B9-PM-WI6'HS)2 1" IF BHfi"HS-.090'PVB-Li6'HS 3 3 1 116'LemI. IG L1fi'T4N6'Alr-Lt6"qn-.090'PVB-L16"HS) 2 14/18'LemL 3 5 16 An6'T4N6 -YI6'16"HS-.091V'PVB-3116'HS 7/16'Lami(XI6"An-.090'SG-S16"An 4 48- BUCK WIDTH 45-114"VISIBLE LIGHT WIDTH DESIGN PRESSURE RATING IMPACTRATING VARIES, LARGE &SMALL MISSILE SEE SHEETS 2-5 IMPACT RESISTANCE 48' BWDTH KSIBLE cu LIGHT WIDTH LIGHT " —�i Imo— 2" MAX. G. SHEET 96' J BUCK HEIGHT W-114•' / VISIBLE LIGHT 1 HEIGHT 5"MPX. 0 C., 1 LD�I 12"MAK.O.C. TYP. EQUAL -LEG FRAME ELEVATION 93.1/4" VISIBLE LIGHT HEIGHT 1. BUCK HEIGHT F. H 5"MAX. O.C. TYP. FIN FRAME ELEVATION SHAPES AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6-MAX. FROM CORNERS AND IT 0 C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. WIDTH T17-- --7 I 11 WIDTH T� V 1 6 L16'Lem1 16'•HS-.GLASPIN LI6'HS 5 T 7 1-1/16'LamI. IG L16'T-7/i6"Air-3N6"An-.090'SG-Lib"An 9 t1 0 1-iH6'LemI.IG L18'T4/16"Nr-JH6"HS-.090"SG-3Hfi'HS 5 m !/ � "SG'="KURARAY SENTRYGLAS°INTEERLAYEBYKURA i fl NRA(AMIRICA,I "P/B"="KUMRAY TROSIFOL® PVB INTERIAYER"BY KURARAY AMERICA, INC. 1 h WIDTH — T --- I I 1� — WIDTH T� 1 h MOTH — T wI 11 � [--MOTH--] I—' WIDTH —{ T r T WI� W xl Ixl I 1L- J I- WIDTH — Tr- , I � I t7 1L— —J I— WIDTH — — � TIr it I h WIDTH — Tr a x 1L J {— WIDTH 1 JR-=16/18-UPDATED VALUES AND SIZES FOR GLASS TYPES 5-8. SERIES NAME CHANGE TO '� 772M FROM 720. W Y ❑ K a Q nay ❑ ro Q S0 n o& al=p O d o OJ O 4 m Z LL � n � Z J sB u xui0 0 2W r- ep W H Z v a s T❑'J aNNp W z m 00 O o u F g Q � LL O J Q W W ® m N0 Z wae9 0 In W 5 o z < ❑ Z aloo5 O Z � J Q Q O w O ❑ W W Z r X W LL CD a ai1'1 asap sauas �:' LICENSE'•. C�1c`:. P ; ND. 58705 ir ST Tr F .'t0�� a Ps�AORIOP. _5G'�,� Window Design Pressure (+f., psf) for Glass Type 1 U,no Slde,Tip bT in M718 m 77 81 85 Be m -4-1-771 101 Im 11n1R 31 •/-W N-60 •180 +1-80 +1-80 +I-80 .180 +l-W -140 •1-80 33 Aw .1.80 ,/.8D +/80 .1-W N40 ./-60 N-60 +/-W ./-W 35 M-80 +1-W +1.80 +/8p +1-80 H40 r140 +l-W ,1.79,0 H•79A 37 +I-80 +1-80 /60 +/-W +1.80 H40 H-T9.) N-)51 H-Y].4 +1.72Z A9 rAm +r-80 .600 +1.80 N-W /-)&1 -1-75.2 N-T0S H-60.5 +1-68.3 41 H-00 +LW +IN H-79.6 +l4]2 +l-T4.3 +1.719 N-651 ,l-MA +1.618 43 .6W +Fm +/m +/-PA H-74.3 U-71.3 +/58.2 N.61.6 r/.59.8 +1a2 45 ./-W r/4o +/-789 H-)5.4 +1-72A +/.w9 +A65.6 N59.7 +I.57.59 47 +1-00 d-W +I.771 +1-me M-70.1 NE&8 H835 +IS7] 49 +1.80 •1-793 .1-75.6 H-71.9 +/-6&3 +/-".a H81.5 d 51 +1-80 H.775 H-74.1 M-70.3 +1-66.7 •IAi.1 H59.7 53 d-79.1 +1.75.6 a1-72A H-609 H-65.1 +/41.5 S 55 yg7.4 +I-738 •%70S +/-6T.3 +/.63S ry 57 N458 •142 I-Na +/-N,3 59 +/-742 +I-T0.3 0 61 +1-72.7 r1-68.7 N45 63 •/.71.2 al-6L1 65 +/-69.7 +1456 IT •/BB.3 68,718 +/-67 I) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINUOWS, SUB I HALT I - FROM I nG II11U-uP UIMGN]IGN Iry THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAIIABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WWCH THE OVERALL DIMENSIONS COMPLETELY Fri -WITHIN. Window Design Pressure (+/., ps f) for Glass Type 3 Lon Side i n TP IN 6&TIB ]3 77 8i 85 W 0 97 101 im 110.1/2 31 +1-W .140 +l-W +/-80 H-80 +/40 .1.80 .l-BD N80 +/AO 33 +1-60 +1-80 +l-W +1-80 +1-W +14D .140 +I-W +I -BD +1-W +IBD 35 .l-W +I-W •1483 +/.W -Am +/4D ./80 +1.80 .1-81) .1-80 N BD 37 +183 +Am +/-W +AW +/-8D +/40 +140 +bW +1-80 +I-W +680 39 +1-80 +/-8D -1-W H-W +140 +I4D +too .1-50 +149.4 048.4 +1-74.3 41 .I-W N-W -Am +LW ./-80 +1-W +140 +1-78.7 +1-73.5 +1-70.9 ♦4G - 43 rl +l-W N-80 +/-W ./-W +14D +l-n +/-73.1 .(89.6 ./-65.9 .1-65.2 F .-W +/-W +/-BD N40 .480 4-778 r/.T4.1 +r-)03 +I{]5 H-fi3.9 B H-W +1-W +bOD +14) +1-79.2 +/-754 +1417 +148.1 +665.1 F - .14DD +140 +Am +1-77.2 a/-n3 r1-69.5 N45 D 51 N-80 +/-BD +140 +1494 +145.3 +/-71.3 +/-67.5 53 +/-60 +I-00 N40 +/-77.7 N-715 HE9.5 9.6 +148 +1-71A Y 0] •L80 +I-B3 +FT7.5 H43.0 W U-BD N->9.4 r/.75.4 61 H-BD V-71.8 H-]3.5 63 a-00 was.e ES 60-)ID +1-74.0 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WWCH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. -�-/- 711V IAMINATED GLASS STACK .090' PVB INTERLAYER 3116'ANNFALEO GL455 3118" HEAT STRENGTHENED GLASS 4 11 518" I~ LONG SIDE G1A55 BITE _ 3 SHORT EXTERIOR 51DE a 20 13 y GLASS TYPE 1 1� �- LONGSIDE �{ SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR ORIZONTALLY AS SHOWN. 14/16" NOM. GLASS STACK 7116'LA TED f GLASS ST CK )01 WI6" HEAT 3116"TEMPERED GLASS STRENGTHEN DGIASS ]lib"ANNEALE GLASS ]/18"AIRSPACE A90'PVB SHORT _ INTEOYER SIDE f 5 SIB" cLASS BITE 4LONG SIDE E%TERIOR a ,s., 21 13 1 GLASS TYPE SHORT I_ SIDE F� W z m Y 0 > h A O} v O Im- rc g a+°o O Y o O m W Z LL N z 46 u -em N S o U d o p jU O � W F z a M0 Z w o O W g J w Q o N Q laa„s ®s z O N Z ZOf alw5 O z o wO U W (D X W 1,O 6 aIm =aaD aaPas rv\�` 60 LYNN,'�� * j No. 58)OS yr 0� ST TA E OF 44/ 10 ' IFS /ONALIE?�ry A LYNN MILLER. P E PEN 58705 Window Design Pressure (H-, paQ For Glass Types 2 84 Lon Side. ii,InT.60 68.7/0 73 77 81 85 89 93 97 1 101 1 105 110,112 1 113 1 117 121 125 129 133 137 141 145 31 ./-80 .1.80 ♦/-00 H-00 a-00 .1-5D +140 +680 a/.W +1-80 +1.00 N-80 N-80 .1-00 M-80 W80 H.80 •I-00 H-B] +140 33 +140 a/-W +/-BD ./-80 .140 +/-80 ♦140 +/-80 +I-BO 0-80 ./-130 +140 +1.80 +1.80 N-00 +1-80 N-SD +1-80 +1-80 +140 35 ./-an +/-80 +/40 +I-80 +1-80 +/40 .1.80 ./-80 +1.83 +/40 +1-83 +/-BD ./-80 +/40 +/.80 +140 +1-80 37 +140 +140 .140 .I.B0 +140 +140 .140 .140 +140 +1.8D N-w +1.80 +I-80 +/-B0 +1410 .140 39 +140 +1-80 •140 •1.80 +1-80 +1.BU .140 +/-an .1-00 +1-80 +140 .140 0-80 .140 41 +1-80 +1-80 +140 +1.80 +140 +1.80 +/410 +/.00 +140 +1.8D +1-W +100 43 440 ./.90 +/4o .1.80 +1.80 +/-BD +140 ./40 +I.60 +1.80 0-00 F 45 +/40 N-80 +I-80 +I-80 a/-80 .1.00 .140 +140 +1-00 ./-W B 47 +680 +180 H-80 +1-80 +/-BD +/-9D +/-80 N-Bo +/.00 F 49 +1-80 r/-80 +1.60 .1.80 +680 .1-80 +1-80 +1-80 51 ./40 +1-80 ./40 •I -BD .1.00 H40 .I.00 +/-80 +140 .]-an +I.m +A79.1 55 H40 .140 •140 1 1-8D 1 +/-78.6 Si +/40 N40 H40 ./-79.1 LS0♦140 +I-79.3 +/-8D mj+f� +l-80 1) TIP -TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1- FROM THE TIP-T0.TP DIMENSION IN THE TABLE TO D= 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NERTAVAILASLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY F T WIININ. 1.1/16-NOM. 7116-IAMINATED I GLASS STACK 7/16-LAMINATED GLASS STACK I- GU4SS STACK 090-PVB INTERLAYER VIV TEMPERED GLASS 3/16-HEATSTRENGWENEO GI(SS 3116' HEAT Y1W HEAT STRENGTHENED GLASS 3116-HEAT STRENGTHENED GLASS STRENGTHENEDGLASS 7116- AIR SPACE .090' PVB INTERLAYER 4 5 LB- S GLASS SITEGLA5. SITE 4 1.3 EXTERIOR EXTERIOR a 20 13 a I, 21 13 GLASS TYPE 2 GLASS TYPE 4 TABLEDIMENSIONSMAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE Imo- LONG SIDE -� I T- SHOW1 SIDE -I SHORT I_ L -1 SIDE f Imo- LONG SIDE -� SHORT SIDE le L I LONG Q SIDE 1 SHORT _ SIDE h NO CHANGES THIS SHEET. M Y O > w a a6 > n o X N W r C, Z W 6i Z Re ❑ two S W 9W o� w ❑ UUo F Z a' r1 7 ❑ 'nN W o �Zm O y Q J J Q W M m H LL O A laae5 �• ® `� U1 Z W K W F O W Z < Z K aioas o o ¢ O ❑ W Z Z U Sn X W > LL ❑ d ap!1 '�zae saua5 Y LYFy ' r icElvsN��ltc Pr P No. 5A705 =� `•. IS Ili OF ORIDP:'\�4t, s!01NAL11EaC, A LYNN+.+!l1ER. PE. TABLES: Window Design Pressure (41, NI) for Glass Type 5 7/16' LAMINATED -1 L� GLASS STACK '17 .WV SG INTERLAYER Lib°ANNEALED G{A$$ L16'ANNEAIEDGUS$ 4 11 Lfi' CUBS SITE I+- LONG SIDE i-2 EXTERIOR SHORT < 1 20 13 SIDE L GLASS TYPE la, cle. To H To n M710 23 n i&La Bt as 59 as 91 1.1 W9 IN 1161Y1 9i 39 01 .3 15 2 aim •W.Uo •W-131I •9V-129.5 -WAIN7 •Ba-11BB •Bd-I16.5 .W�113.5 •Ba.111 .W�1p9.5 .WI-1W.3 •9d-1W.a .9a10..5 •BOFIM.S •Ba-1261 •Bv-12o .W-0Il5 •ea-1129 •Bam1 +WAIW.5 •fianoa.5 •eanol) •Bwsas 190/-07.2 1901-99.1 •9a�9..0 .00L9a1 •Bd-120.1 •W-119.9 ..A01. •9d-1o53 .W.103 .9d�IW5 •Wala •9W-9..9 -.01W •1,896 •1-00 •1.805 H-00 Nd-111. ..1W.5 *..In$ •eW.IV7 .W-0l6 .W�D5.2 •9aA22 .1.1 •/-850 •b3 •/-BiA •I&NA •FW,1 •W'10&7 •Ba-1o2.0 •BYA00 •W-11J •W-BaD -.-Or •/-67.3 •/-N.1 H-Ill 0-791 M-i].0 •1-761 •r-?S.B + -104 •W-WB 1W057 •W�B3B •W-018 •ABI.5 Nara •1-01 •I-'A.B •1.701 H-]l1 H727 •1-72 <e 4 51 53 F 55 •W-101.1 -Wall .W0 •W-W.1 •W'NA •W-W.I •W-W. •1-80.2 •I-0a5 -1 S7 .1513 •Iffi •681.2 •/d91 H-ITS H-M3 N-ID.1 •1-n5 •IAJB •L213 H-Tt.7 41-NA •1-69. •/d5.8 •If-0.9 •1-BS.B •W-953 •W-91.1 y-01A •F85. .1.s •1. H-n •/.74A UA1.J •Idl1 .1.s .1. •Id].2 •WA26 •/A3.2 H-59.J •1-82,8 •FBIA •/-I0.1 •qlo •/-118 •1.1 H-0l. H4309 +,dims •/.612 A 58 •1-0B.B ./Ai.l •435.3 •I.WA H-ale •1.79] .1-eo.e H-i0A •I.B •F70.0 •Fi8.2 ./-0< H-19 H-0ll •/A7.9 r/di.B •4080 ./-61.8 •1422 .1-Va •103 •480.J •400.1 C 61 p� 3] 05 61 &via TJ n &w .L&.0 +,� H-I)3 .FIl2 •1-0I6 •WV .689 •/E5B HAOO N-02.5 11-W7 ./-i0.s A H�n H-ia.6 •I-IJfi •4i2.2 -1412 H-11I N-WA •400• •.OIJ H-05.4 HABA N-02B tl-02 H-W.B W.Na •1.7e ./J5.3 •1-711 •1402 H-68.. •1452 •F82. .1-n] aaa6 HAO •F6es .r20.3 •rA1J •late .1.193 ./,92 •IfG.S I M: ..a I Iv- Hao •/ass •r.W.2 .1,61e 1 1 1 .lees •Ia..e •ra19 aaoe FITWITHIN. TABLE6: INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V Window Design Pressure (N-, psp for GMes Type 7 Sla In 844's I) 12 7S . B1 1 ]5 BB 13 W 101 105 IN 110.112 ]I •10r-130 •W-I311 .BW-Ib .W-tb •W-lb •WAso .W-1]o W-no •W-tb •W-130 •W43a •W4130 .9d-130 ]] .W.13o .W-lyl .W-131 .W.130 .eW-I]o .W-Im .W.130 .W.13o .9a.13o •W.I2o •W-t30 .W-130 .W-13o 35 •W-tb .W-lm .W-Ib •W-tb •W-1b •W-I30 .W.130 .Web •W-1]0 •W-Ib ..Is. •W-1b •W-1b IF •WaW •W-1b .W-13] •W-Ib •W-Ib •W-1]0 .W.13s.) •W In. •W-1f1B •W-1HI1 •W-11 B.1 .W-11B.1 •W-11 B.1 39 •9W-13p .W-1W .W-IHq .W-131.5 •W-1354 .W-131.5 •W.IIB.1 •Wa I.,O •a 2a •W-110A •9W-10B.8 .W�1 W.9 .WaW] 41 .BW-tb •WA283 WJ122 W1169 9W116A W1130 W110519d 1013 9A 9 W101] W�00. •W011 Wa21 U .W129.].W-1215 BW113.B W11).1 9W111. W1015 1EC. W 2 •Ba10.e W-91 W938 1W-92 •W909 •W.W.5 69 .+01416 .W-1158 91111E WIINA W103.B WBBI 9d95 BWa2] 9d 901 bN-05.9 .W-63A .2 •WI119 • 11 W 21 9011W.1 801.1W.1 WWIW3 9W-I. 9d95.B 9d915 /801 IBBi Ba-9A. W-8. .-117a Ri .9 .WA1.,2 •W t4i.6 / B 00 106 I.1 ] W 02 WIW W95.3 99<♦ 9d93 I-0BI /-W WI835 9W-B1 .,7a7 IIBI H-12B y 51 .W-107.7 •.IW3 OlB W99B W/B9] /B93 BW-043 BNBo.S I35. HIlI N' m •W ton .W loz.e 9 eW es] WWI Vr_a4I 1W9..1 W.W.W. 147 ea ev W466 Im 149 /-Iae rm Hau S 55 •W-1 W.5 •W-99B W.. .W03] Wa1.a H-0B,] Hd a 9W4I3 "a.1 /751 .I�n2 Hd9.B .I-09.1 Y 5] •W-1015 •WW. W925 •W-01 H-89] •W-NI •Wffi• nl1 N458 n25 HEB9 •1d1.9 89 .W095 .W93a /W H-0BS W-W8 •W-B]B •Bdd0.3 nB1 /-711 •170.3 BI .W.05.0 .W-91.] .lW7 .WW2 .W-01] .W.81 .I-n1 ./-ns .c71 ./de.1 6J .W-122 .1231 +1..3 .W-82.I .W-W7 H.77.3 .I-79 .1-71 'Iss fi3 .W B1.2 •FB7 •6W 042 .W-01s H->O.B H-7B.1 H.12.a •/-To so •I.N..3 .BW�BS .W W .IIB.. •%n.3 .I.YJ.I fib7/B •607,3 •W�8]2 ./-791 ./-)7A H-7S2 N-71B ./E9 TJ .W.B32 •F70.9 V451 M-133 .M171 H%. n .r.7e 1 .r.751 .1-nA •/de s a •F091 .115E I) TIP -TO -TIP DIMENSIONS SHOWN. FOH INICGWLL •IN PNO CWUAL L U WINUV WS, SUtl IXMGI l-rttVM IHt IY-I V llr ulmtnsun w mt TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SAES NOT SHOWN, ROUND UP TO THE NUT AVAILABLE SHORT OR LONG DIMENSION. DI FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-Ills.NOM. GLASS STACK I I i11 11 I I © F� 1 1-2 a EXTER GLASS TYPE J~ LONGSIDE v SHORT SIDE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOV.M. 7116'LAMINATED GLASS STACK 'ANNEALED GUl55 I6' ANNEALED CIA$$ SG° CUSS SITE L11 -- SHORT -I SIDE L LONG SIDE 1 SHORT I _ SIDE m O j A a Y L/2.aa w ❑ GQ a 0 m 7n aloe W o10 o LL Z y solo Z = et 0 o W ❑ _Ud 9W..ZC rS6 J 'oN ILL, 09Mo O 0 Z W 0 O N 3 w 0 ❑ J Q Q •2 N F W l 15 ® m Z K N N � O Z Q Z W LL alea5 0 3 a Z o or❑ W C O X W S LL ❑ 0. alll '�sa0 saiio5 Window Design Pressure (+/., ps1) for Glass Types 6 & 8 Log ads, To WT W 68d18 73 TT 78-Y4 81 BS 89 0 97 101 IN 109 1 11D-IQ 1 113 117 121 125 129 137 145 31 .901-130 -901.13D +WAN +901-130 .901430 +91143D +9W.130 +V-130 +9N-130 +904130 +901-130 aW-M ,901-130 +901-130 a90/430 ,901.130 +9014W +901-130 ,9W-130 +90/43D 33 ,9W-130 .901-130 .90'-130 +901-130 rM-130 +901-130 +901-130 +901.130 a9W-130 r901-130 +901.130 +9W-130 +W.130 +9W.130 +9D'.13D +901.130 r901.130 +901-130 +90'-13D r901.130 35 ,9W-130 +901.134) +90-130 +901-130 r901-130 r911.130 +9W-130 +901-130 +W.130 +M.130 +9W-130 +901-130 +9W-In +W.I 1 r9W.130 r901-130 +901-130 +901-130 +BW-110 r801-110 37 +90/430 +9W-130 +9W-130 +901-130 r901.130 r9W-130 +91 -WAN a901-130 +9W.130 .901 .9W.130 + 430 +901-130 .9W-lN .9W-130 +901-130 .901-130 .M-110 +801-110 39 +901-130 .M.130 +9W-130 +90-1Y1 .901-130 +9Y43o +93 130 +904130 +901AN +901430 .903D +W.13D +91Y.130 +901-v0 .9W-lW +901-130 +BW-110 .801-t10 .BW-110 +=410 41 .901-130 .9W-t3o .90`430 +901.130 +9W.130 +901-130 +90'-130 +911AM +9W-t30 .901-130 .90'-130 .9W.130 + .130 +901-130 .SW-tt0 rBW-tto +e01-110 r80'-tto rBW.IIo .BW-its 43 .9W.IM .901-130 +90'-130 +90-190 .901-130 +90'd30 +9N-13D +901-130 +931-130 +W.IW +9W-130 49W-130 +130 +8014ID 4=-itD +BW-110 .801-110 +801-110 +9W-110 +9W.110 5 45 +9W-IW +9W-130 r9W-130 +9N-130 -M-130 r90V.130 +9W-130 +9 .IN a901-130 ,9014W .901-130 +W-llo +BW410 ,0-0ID +=-Its .BW-110 +801-110 +801-110 .801-010 _ 47 .901430 +901430 +9W-130 +901-130 +001-130 .901430 +901-130 +W-130 .901-130 +9W-130 +BW-110 .0-110 +801410 IM-110 .501.110 r81Y-110 +801410 +W1.110 49 +90V430 +9W.130 +BW-130 +9W-IN +9W-130 +90/-lW 1901.130 +901430 +M.130 +w,.110 +BW410 +9W-110 +BW.110 +001.110 +BW-110 +81Y-110 +BW-110 51 +901-130 .901-130 +9W-130 +901-130 .901-130 +901430 +=.IN +89.0-128. .BW-110 +8W-110 r801410 +W-110 .801-110 .BW410 .80/410 +BU.11o 53 +W.IW .9W.130 +BW-130 +9W-130 +M-130 .901-IM +88.81428.1 +BW410 +801410 +801.110 r801.1/0 +BY-110 +801.110 +801-110 +801.110 55 .90d30 +9W-130 +9W-130 .9W-130 . 9W-llLl BB.fl1428.1 +Bo4110 +BW-110 .BW-110 ,re4110 .BW410 .80'-110 +80VAID r8W410 _ 57 +90-130 +9W-130 +9W-I30 +9W-1Y1 +89.N429 +801410 4 '11D +801.110 +BW-110 rBW-110 +BW-1111 aByq 10 F s9 61 +901-130 +9W-130 +90%130 +9W.130 +9W-13a 09.N-129. 893-1291 +BW-Ito -m-110 .BW-110 .8W.}l0 reW-no .8W-110 .W.110 +BW-tlo .80-110 .B0'-vo +80.110 +rel-tm .BW-110 .B0I.T10 83 .SQc13D .5W-130 .BW-110 +BW-no .PN.110 .BW.1tD .BW-no .80-110 +eD'-no 65 ,9W-130 .9W-1]0 +6W-110 +8W-110 IM-110 +eW-110 +801410 ."-Its 67 .9b.13e .eoLno .BW.no rBW-n0 +8a1.110 +m.110 r80-I10 6&718 .801-030 +BW-010 +BW-010 +8W-110 +8W410 +8W-110 +801AIo 73 .BW-010 +BW-110 +BW410 +801-110 ♦8W-110 .BT-110 77 +BW-010 +BW-1111 +BW-11L1 +801.110 T&Ya .80/41p .eW-110 +BW.110 .8W-110 1) TP.TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT I -FROM THETIP-TG-TP DRTENSIDN IN THE TABLE TD DETERMINE THE WPDOW B� 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEKTAVAILABLE SHORTOR LONG DIMENSION. 3) FORARCHITECTHRAL WINDOWS. FIND THE SMALLEST W WOOW S12E IN THETABLE A60VEw'HICH THEOVERALL DIMENSIONS COMPLET LY F T WITHIN. Y16- 7116-LAMIKATED GLASS STACK EXTERIOR a GLASS TYPE 6 SIB' GLASS SITE 1.1116-NOM. GLASS STACK 3/16"TEMPEREDGUSS T116"AIR SPACE 11 5 1� EXTERIOR a sra 21 �- CUSS STACK =31IV HUT STRENGTHED -3116-HEATSTRENGTHL -.090" SG INTERUYER W GLASS SITE GLASS TYPE 8 TABLE DIMENSIONS MAY BE T ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE -r-I�-LONG SIDE 1/ BSIIJRT r:�� 1P 1 SIDE L -1 _I SHORT I- sDe T� -T-I-- LONG SIDE -rl SHORT BIDE .L F= LONG SIDE 1 SHORT SIDE JR-03116118-UPDATED .. VALUES AND SIZES. UJ U Y ❑ > a y on O alDO [')N z yp r� 0p R N ¢ WUJ n OLLo Z UJ 9 D. D.e p Z fp e p U 6 U_o w o o m 0 Z 00 N g J Q w m o N ® N Z 'Lu K >' In Z 0 `$ a Z o e ❑ W so en Q X W 5 ILL ❑ D. arlq vsae ..uag No. 5B705 OT'., SAT OF lug: %�SnfB 0R10P \G�� .11111111I,- A LYNN MILLER. P.E. PMA58T05 2XWOODBUCKSTRIP EDGE OR FRAMING. SEE DISTANCE NOTE 2, iH18 SHEET INSTALLATION TYPE A WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT. 2-W4" OMENT INSTALLATION N EDGE DISTANCE TYPE B VERTICAL SECTION B-B TYP. ANCHOR TYPE. EMBEDMENT AND EDGE INSTALLATION DISTANCE PER SUBSTRATE, TYPE SEE TABLE 0, THIS SHEET EMBEDMENT 1X WOOD BU 1/4• MW( SEE NOTE 2, TH SHIM EMBEDMENT T I ryp ANCHOR TYPE. EMBEOMENTAND 1 { EDGE DISTANCE PER SUBSTRATE, J L EDGE B SEE TABLE S. THIS SHEET DISTANCE l/4° MAX { ' 1 SHIM FALL CTURAL 11 11dI8" . � ' EXTERIOR CONCRETEICMU 4 V VIOWBUCKWD 11 PER ANCHOR REQUIREMENT WINOOWBUF H-2- J BUICK I-Y-Y4• WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH HORIZONTAL SECTION A -A INSTALLATION METH ODD TABLES.. va• MAX. SHIM 9 ' EXTERIOR STEEL SELF -DRILLING ( SMSGS),SEE TABLE 8, THIS \/\ MIAMI-DARE APPPOVED MULLION (SEE SEPERATE NOA). ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET INSTALLATION TYPE B STRIP, EMBEDMENT IS SHEET S EDGE DISTANCE PERANCHOR REQUIREMENT Substra@ Dis'M�9e Mn edment S IMcim #12or#14410SSScrm ouNern FUND 55 WIS. 1-WB° Alumnum 6SW.1 min. 318" "' 12' A3l,G,,3 31W mn SAh.n d 31" ,(18 am, 18Go) ' 12" .( GF05 SOUNern Pine GG=0.55 Sr1fi' 1-Y8' 12" Aluminum 6)6 TS min SIT 0.063"• 12" #12 or#14 Sreel SCrew(DS) A36 SWW 3l8" 0.0fi3" ` 12' S In SWtl Dr. M Yin S18" 0.045' 18 Ge ' 12, 1W410SSCr,WF x ^muted CMU AS1M C-W 2-1I2' 1-014 IF Cwcmbmin 3.35M,l P 1-& IV 1I4" Skel Ultracon Concmla min. 2B5 kW V 1-& 12' Concreb min. 2.85ksi 2-11Z' 1-3'8` 12' Un mukd CMU ASTMC-SD 2-I12' 1-V4" 17, SHW Slael Ultracon el mn. 3.5 Fsi 1-114" _Con CrauNd CMU ASTM C-90 2-112' 1.3I6° 12' :MIN OF 3 THREADS BEYOND THL Mt IAL SUtli I IW It. �114, MAX SHIM "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. 1 X WOOD BUCKSTRIP, INSTALIATION NOTES: SEE NOTE2, THISSHEET 1/l v 1. USE ONLY ANCHORS LISTED ON THIS SHEEP FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. CONCRETE PER ANCHOR 2.WOOD KNESSI LESS THAN 1-1 .1XTHIS S ODSU "IX-, ARE OPTIOSWtlOSETOTAL CAN REQUITEMENT THICKNESS IS LESS ISOLI CONCRETE. MOD BUCKS DEPICTED CAN AS '2 INSTALLED DIRECTLY TO GREATER. NTOTHE SUBSTRATE OF �.. WOODE BUCKS KEN GREATER. INSTALLATIONTD THESUBSTRATE OF WOODBUCKS VI G ENGINEERED BY OTHERS CRAB APPROVED BY ]MENT AUTHORITY HAVING JURISDICTION. THIS SHEET 3, FOR ATTACHMENT TO METAL: THE STRUCTUPAL MEMBER SHALL B90FA SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. 4, IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA"PLIES TO WHOLE SYSTEM. ax O.G. IT Matanel Mn. F, Mn. F. SMel Screw mmil 120 iQ1 410Screw 90mi III)w B. W.ConO 155 w 177 lei 410 SS Ek CmWRe M 12T.4 kW 189.T lei XXO-TSAkunnum 161W 22ksi AM SW.1 wkei 5B kei Gr. 338te41 Slud 33 kW 45kW LU m Y O v O m D N rc W w .9 r d zLL� 2 NM W UUd ® ~Z.mP-. EQ a 7 'oN 9M0 W t) (7 oZ� O g J Q Z � o 0 Yays m ®ry y z r 5 J0 J ~ F Z Q Z Z aloa5 0 W O w V Ul W K z LL LL LL 'l\GEN54,\�(FP Q2S�,i �S :* No.58705 -� s TM 0.'/: A. TYR ANCHOR TYPE, INSTALLATION INSTALLATION I� EDGE EMBEDMENTANDEDGE TYPE a WOOD SUCKSTRIP I DISTANCE OISTANCPPERSUBSTRATE. TYPEF OR FRAMING, SEE I SEETABLES.THISSHEEf S 1X WOOOTHIOSHE� EMBEDMENT NOTE 2, THIS WEST EMBEDMENT SEE NOTE 2, THI •' 114'MAX INSTALLATION � —I SHIM TYP.ANCHORTYPE.EMSEDMENTANU EMBEDMENT TYPES EDGE DISTANCE PER SUBSTRATE, —` EDGE B SEE TABLE 9. THIS SHEET DISTANCE EDGE DISTANCE �114'NW 2 2 SHIM 12 USEDFORALL . SIDES OF •• 11 •" - B ARCHITECTURAL EXTERIOR E%TERIDR SHAPES@11-T11Y , •e - 4 V 11 29 O.C. MAX. I VISIBLELIGHTWIDTH- LONLREi yANDOW BUCKWIDTH -2-Y4' • ' HOR �1� PER ANCHOR ' REQUIREMENT I 4NNDOWBUCKM3TH CONCRETECMU HORIZONTAL SECTION C-C WINDOW INSTALLATION PEIREMER BUCK Hlemin TYPE REQUUIREMENT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT. 2314• 1/4" MAX. SHIM y EXTERIOR STEEL SELF DRILLING SMS(G5).SEETABLE 9, THIS SHEET M(AMWADE APPROVED MULLION (SEE AncMr SWstrate OSTauaSa hlin. E�rtedrerR MaXOC. 4H2 mtl14410555crew SOIAL'm Piro SG--D. 9116' 1-18' tT Pkarin fi06d Mn 38' DIX3"' 1T 33' 12" a BM n W Or. 3'B" 0.095' 18 Ga " TMB t2" M2or k1451eel5crew (� SNArern Pire 3G=055 9116' 1-YB' 12' AN G063T51rin 3'8' 0.063"' 1T A365@el 3'6' 0.1)p"' 1T Sw,I SW r.3 xw 0.045" 18 Ga IT V4'4105SCratI, X CMU, (ASTM P90 2-1Q' 14/4" 1T Cm rein Mm 3.35W 1" 1-we 1T SEPERATE NOA). ALUMINUM, STEEL FRAMING Cm ra rin. 2.85 kzi 1' 4Y4" 1T OR STEEL STUD SEE SUBSTRATE 114'SMM Utrazcn IConcre6 Mn. 2.85 kzi 2-12' 1-YB' ITOROPERTIES, TABLE MIS SHEET Un muletl CMU AS1M 2Ha, 1 1.1/4" 12' 21 �, 516'Sleel UAfaWn 1 Gr.WCMU ASSkv 24? 1 1-L4' 1T -MIN. OF3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. INSTALLATION NOTES: 1X WOODBUCKSTRIP, I. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEOMENTAND SEE 71HOTTHIS SHEET EDGE DISTANCE LIMITS. M.Indw Min. Fr HID. F. • 2. WOOD BUCKS DEPICTED ON THIS SHEETAS•IX', ARE BUCKS WHOSETOTAL Steel SCTew 921e:i I Imw CONCRETE PER THICKNESS IS LESS THAN I -In'. IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN 410 Screw 90 wsi 110 ksi EMBEDMENT • ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS FJCO UV.001,& 155Pil 1Rksi " • REQUIREMENT '2X'ARE I.IITTHICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF 410 SS E4o Cf¢I¢Flelt® 772.d ksi 189.]ksi - - WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTpN. 60E}TSAJ¢Mn¢m 1616i 22 ksi INSTALLATION A36 Steel 36 ksi 58 Psi 1 I TYPEF EDGE TYP. ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SRE d, 33 Steel SWtl 33 ksi 45 MI DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORTTOTHEWINDOWFRAME SUBSTRATE. SEE TABLE 9, THIS SHEET VERTICAL SECTION D-D 4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM ERHER WINDOW OR MULLION NCA APPLIES TO WHOLE SYSTEM. NO CHANGES THIS SHEET. FIN FRAMES ARE ONLY TO BE USED TYP.ANCHORTYPE. 2%WOOD BUCKS71RIP INSTALLATION WITH GLASS TYPES IA g M3 INSTALLATION EMBEDMENTMDEDGE EMBEDMENT ORFRAMING,SEE TYPE INIEMATERI.NOTTOBEUSW%NTIF TYPE DISTANCE PER SUBSTRATE, NOTE 2, THIS SHEET EDGWE GLASS TYPES Sd,(SG INTERLAYER). SEE TABLE 10, THIS SHEET DISTAN1I0"MA% EDGE DISTANCEEDGE SHIM INSTALLATION 0 DISTANCE 2%WOOD BUCKSTRIP O 2%WOOD BUCKSTMP OR FRAMING, BEE TYPE I OR FRAMING. SEE PRODUCT REVISM NOTE 2, THIS SHEEP NOTE 2, THIS SHEET cmnN3+ydnMtW F1Mi6x TYP.ANCHORTYPEEMBEOMENTAND BwIdm . EDGE DISTANCE PER SUBSTRATE, EaY.q®L �. P;QM Cos P9'MA'T /:T SEE TABLE 10, THIS SHEET USED FORALL SIDESOF EXTERIOR a WONDGIN INSTALLATION BUCK HEIGHT TYPE L EXTERIOR a VISIBLE , LIGHT HEIGHT= 9 WINDOW T S BUCK S HEIGHT- I 2.3M" L _ VISIBLE ITWDOTHTH= 1 - - WINDOWBUOWBUCK KN2.314' III WINDOW BUCK WIDTH IN' M^X HORIZONTAL SECTION E-E SHIM T1 ELF -DRILLING MIAMIDADE APPRO V ED M U W ON (SEE SEPERATE FICA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET NOTE 2, THIS SHEET —114"MA%SHIM INSTALLATION _ TYPE O EDGE DI1BTANCE TYP' 0 TYPE, EMBEDMENT EMBEDMENT ANDEDGEOISTANCEPER SUSSTRATE,SEETABLE10,THISSHEET VERTICAL SECTION F-F EMBEDMENT NO CHANGES THIS SHEET 4 EXTETBOR v Anchor Substrate Min. Edge Distance Mac O.C. 5 cin 2-1/2'x.113'BOx Nail ScI Bem Pine S(-0.55) WiF S- 2-112' x.131' C.. NO Southern Pine SG=0.55 are° S 2-1/2' . 45" Roofing Nail Sowhem Pine SG-0.55 318' 6• k10x 1"Steel Screw(G5)• Southern Pine SG-0.55 1/2' 5" 0.093"Alumina 6063-TS rdn, 5116" 5" 1116' A36 Steel 5116' S" 0.045° 18 Ga Sleel Stud Gr, 33 5116, 5' MIN. OF 3 1HKFA03 BEYOND 1 HE MLTAL SULL1H IE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 3. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. zdtl Mlx F, W. F. screw In lmw fi06315Almhem 16kd 22ksi AISSIeel 39 kN 58kd Gi 335ted 56d 331,0 4q- I > n A^aN y O o IE� e a Y� a1Po oW K N OJO i>p Z aB y LJ Z LL a s W y oip UU d ms O _ 5 N W L0 0 Z o O o V F LL g o Qm y 1 ® m Z Z o O g to z a O Z J F aIo>$ a O wW U xK Z Z n u: LL R> apy msa0 s ua5 `IaONLYNN \CENgF M/z(F, i No.5B705 � ' SYAT OF =/u Off( LORION-" C, `1 %SS(ONAI E:, `` A LYNN MM1LER, RE P.E.P5BT05 EDGE DISTANCE TYP. ANCHOR TYPE, FIN FRAMES ARE ONLY TO BE USED EMBEDMENT AND EDGE WITH GLASS TYPEB Id (PVB iX WOOD BULKSTRIP DISTANCE PER SUBSTRATE. INSTALLATION TYPE INTERLAYER7, NOT TO BE USED WITH INSTALLATION EMBEDMENT ORFRAMINOSEE G, SEE SEE TABLE I I, THIS SHEET GLASS TYPES S-B, (SG INTERIAYER). NOTEFRAMI TYPE N EMBEDMENT INSTALLATION TYPE I` I/d•MAX SHIM PRODUCTREVLSFU vcr4PiylagwiN W4FImiL EMBEDMENT O 1X WOOD BUCKSTRIP, SEE 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET OR FRAMING, SEE Balmog Cade NOTE 2.THIS SHEET �t14' MAX TIP. ANCHOR TYPE. EMBEOMENTAND 3 SHIM EDGE DISTANCE PER SUBSTRATE, FFPw18'oS oar By Z. f\ SEETABLE II, THIS SHEET pde0o38d 12 USED FOR ALL SIDESOF EDGE 8 ARCHITECTURAL DISTAN CET EXTERIOR SS ®11.TIB- 2B HAPE WINDOWINSTALLATION TYPE O BUCK HEIGHT EXTERIOR lCd- a lMAX SHIM VISIB E LIGHT C-ranrtn _ STEEL SELF-ORIL LNG INSTALLATION TYPE N W- MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD, SEE SUBSTRATE PROPERTIES, TABLE I1,THIS SHEET ^ 21 VISIBLE WINOOWE LIGHTAID111314' WINDOW BUCK WIDTH HORIZONTAL SECTION G-G EDGE DISTANCE LA-1 CONCRETE/CMU PEUIREMER REQUIREMENT EXTERIOR v Anchor Substrate 0 sta ge Mn. Embetlment Max O.C. #12 ar #14 410 SS Screw Soutlrem Pine SG=0.55 EMS, 1-3/6' 6.2" MrTin 6063-TS min. 318" Doar 62' A35 Steel 318, 0.001, 6.2' Steel Stud, Gr, 33 'n 3/8" 0.045" 18 Ga ' 62' #12 or #14 Steel Screw (G5) SONhern Pine SG0.55 8H6,11.314!" 8' 6.2' Alulnnum 6053-T5 min. 3/8"" • 6.2' A35 Steel 3/8".. 6.2" Steel STud Gr, 33 min 3r8"8 Ga ' 6.2' 1/4' 410 SS CreteFleX routed CMII ASTM GB0 2-1/2"4' 11.6' Concrete Mn. 3.351ai 1"' 11.6' Utracon Corlerete min. 2.85 ksi 1'' 11.6'1/4'Steel CIXertentin. 2.851oi 2-' 11.6'routed CMU" 11.6'976"Steel Ultrecon CorNreteRin. 3.5 ksi 1-1/4"" 11.6"GroeCMUASTMG802412"" 11.6, 114-MAX SHIM 1 1X WOOD BUCKSTRIP. 'MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 0 SEE NOTE 2, THIS SHEET 'UNGROUTED CMU- VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPEG APPUCABLE. INSTALLATION NOTES a 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "IX", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN low. IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'4X"ARE CONCRETEICMU - 1.1r2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS PERANCHOR I� EDGE APPROVED BY AUTHORITY WINING JURISDICTION. REQUIREMENT DISTANCE 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF ASIM TO PROVIDE FULL SUPPORT TO THE WINOOWFPAME. VERTICAL SECTION H-H 4.IP APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. WtM Mn F, Mn F. SNal Screw 021a1 120 ka 4W6mw mol 11Ek, Eko WaCeNID 155U 177 k¢ 4105S Pico CmhFY 127.4W 103.1W WM-T5AMHNm is Z-w AMSW 81oi MW G,MS Osw 33 l 0. NO CHANGES THIS SHEET. w a V N LD N ¢ a1M p O K N Om pJo e Z 2a Z IL n W e,p UU d nJ ❑ u. F Z .r u a L❑7 S.xa Opp Z o oZm O g o J p Q to B m Z Z i O r Z I � p � a ¢ Z IC, 0 3 w o � ❑ Z O X Z 555 LL LL LL aa•p v;an saya5 11pu111 u11,1 .'ao LYNN4��., No. 58705 ,k �A� ATE OF CCC� i�KP ''.fCORIDP.: 'G=Q A LYNN MILLER RE RE056i05 TABLE tY Item q PGT PBR# Description Material 1 425W Flanged Frame Alum. 6063-T5 2 4285 Equal4eg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7/16' Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 installation Fastener Cover Alum. 6063-TS 66 4224 Installation Fastener COLerfor Curies Rigid PVC 8 1 4267 7/16" lam!. Glass Beading for Curies Alum. 6063-T5 9 1 4269 11 Beading for Cunes Alum. 6063-T5 10 70589C Gasket(at 90a comer(oints) Polyethylene 11 TP247/e Vinyl Bulb Weatherstrip Flex PVC, Dum. 65+/-1 12 61308K jFcarn Beading Tape 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71652K Setting Bloek, Mono. 3116 x 711S' x 4' Neoprene, Dum. 85+/-1 21 71704AK Setting Block, I.G, 3116" x 1-3/32" x 4" Neoprene, Dum. 85+/-1 29 76XI 14FI #6 x 1-1W FH SINS (Cured Beading) Stainless Steel 30 781PDX 48 x P Quad PH SMS (Assembly) Stainless Steel 75 Kommeding Kodispace 4SG TIES See this Sheet for Materials 76 Quanex Super Spacer nXr 77 Quanex Duraseal Spacer 78 Cardinal XL Edge Spacer SO -CORNER A FRAMEASSEMBLY I I I 0 ALL Be I USE G/SXEl� USE GASKETANDIOR SEAIATERIOR fAF�=E EG FRAME MITEREDI ANDEXTE ME LSHOWNI4 SCREW DI 2.]84 2.]84 2rB4 .094• �lLr� .094' --�IIf .094' —�11�� 438• t.3]s".062" L3Is"1 .052 L8]5" room Jy L 1 1 .438• 500' 500' 43B' 500' T-4—.050`° r---�{�-�— oso.,�°� Idzs• on• tOFLANGE FRAME EQUAL -LEG FRAME J— OFIN FWIME .970" r— 1 "'-j �-- .-1.. — II` L II .9970-ly�-.346- STY TU-If .0557 ---1t aso. .05D• T—::4.05W � F-- a50- OGLASS BEADING O BEADING GLASS O FASTENER COVER O GLASS R RVESNG O SENDFORING HOT-MELT SLICONE DINYL STRUCTURAL POLY154 Ib'NOM. L16' BLITYLENE WTM STRUCTURAL DESICCANT SILICONE FOAM WITH EXT. GLASS OESICCANT EXT. GLASS INT. GLASS INT.G OKODISPACE OSUPERSPACERe rs 4SGTPS T6 NXT- ANGLEDICURVEO jIFBAMEASSEMBLY 11-Jy11111N//IIII`III' I b 10 I ALLCORNERSTO USE GASKET ANDIOR SEALANT / e EQUAL -LEG FRAME FLANGE FRAME AMEWITHINTEMOR EXTERIOR OR FRAME WELDS ti I CORNER KEYS AT SES. SEALANT ATALL CORNERS 30 ALUMINUM POLTISOBUTYLENE DESIOCANTRLL REINFORCEMENT SEAT. VIVNOM. NCM. 5/I6-NOM. SIUCONE BULI SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT. GLASS EXT.GLASS INT. GLASS INT. GLASS LASS OOUMSEAL® O%L EDGEn ]T SPACER i8 SPACER ASSEMBLY DETAILS FOR FIN FRAMES 90•CORNER FRAMEASSEMBLY EXTERIOR b ANGLEDICURVED FRAME ASSEMBLY EXTERIOR b SCREW BOSSES. SEALANTAT ALL CORNERS c NO CHANGES THIS SHEET. C m O OfOf O N = LL N (] OJ O u.vryl Z i U W U d o O Mn H Z �'a Jvry J owl W o i O Of SOO O Q Z o IaaVS g z Z 3 O W z � o m z a OCL Z F w 5 O U1 x W W ryN , m a- Sc St MIAMI DADE RUC/�Co�o MIAMI-DARE COUNTY ® UhtPRODUCT 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) w .miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has een designed to comply with the Florida Building Code, including the High Ve urncane Zone: DESCRIPTION: Se 'es "SH7700A" Aluminum Single Hung Window —L.M.I. APPROVAL DOC rawin No. mum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, prepared b mrer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dad Control Ap val stamp with the Notice of Acceptance number and app date by the Miami -Dade County Pro uc Section. MISSILE IMPACT RA G: Large and Small Missile Impact Res' t LABELING: Each unit shall bear a manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0430.06 QExpiion Date: August23,2023 11$ Approratval Date: August 23, 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum through 11 of 11, dated 04/01/18, prepared by Anthony Lynn Miller, P.E. B. TESTS Single Hung Install (LM), sheets 1 manufacturer, signed and sealed by 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P-E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idahnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel ez Product Contr Exa finer NOA No. - 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, P.E G. OTHERS 1. None. E-2 Manuel er .E. Product Control E a ner NOA No. 18- 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). MUST BE TEMPERED, USE ONLY GLASS TYPES 3, 7,12.13 OR 15. 3) FOR MASONRY APPLICATIONS IN MIAM(.DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KS( PERANCHORTYPE. 4) ALL WOOD BUCKS LESS THAN 1-l2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD RUCKS DEPICTED AS 2X ARE 1-1a' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (NOR). S) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING& FIASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) Ile MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: (9" A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El30D. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE IS LOAD DURATION FACTOR BUILDING CODE III METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18 T835A & 10-0835.2: ELCO ULTRACON NOA ELC CRETEFLEX NOAI NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIO ANSI/AF&PA NOS& ALUMINUM DESIGN MANUAL I 11)AP CABLEEG SREGUIREMENTSTOBEREVIE DBYBUILD GOFFICIA (Z? Ir,,IIRFA' AFFOWARLFRA, CONFIC.IIRATI(INS RSHAPFS +{ WIDTH WIDTH ---a-{ WIDTH Oxi pao-vo- RECTANGULAR WITH EQUAL SASH RTANGULAR WIT UBTOE SA lZdl�YS•.TE TABLES ON THE FOLLOWING SHEETS. ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION TARI F 1'. Al l IIWARI F (:I ARC TYPFC Type DewdpUon (Listed from Exterior fo Interior) OF Table fl 1 /6"AN,.090"PVB, 1l8"AN 2 2 16" LIG: 118" AN CAP, AIRSPACE. VW AN,.OM' PVB, 1l8' AN 2 3 131IT LIG: 118" TP CAP, AIRSPACE, 1/e'AN, .CW' PVB, US' AN 3 4 10 HS,..09D' PVB, 118" HIS 4 5 116" AN, .DX' PVB, WIV AN 4 6 IYIT US: 3116"AN CAP, AIRSPACE, 118" AN,.0SY PVB, 1/6"AN 4 7 1116" LIG: 3116" TP CAP, AIRSPACE, 1/8" AN, .OW' PVB, 118" AN 4 8 116" AN, .090" SG, 116" AN 5 9 116" HS, .OXY SG, 3116" HIS 5 10 1116" LIG: 116" AN CAP. AIRSPACE, 118" HS, .OW' SG, 1/8" HS 5 11 13116" LIG: 1/8" AN CAP, AIRSPACE, 3fI6' AN, .090" SG, 3116" AN 5 12 1311F LIG: 1/8" TP CAP, AIRSPACE, UB" HS, A90" SG, 118" HS 5 13 13116" LIG: 116" TP CAP, AIRSPACE, 1IT AN, 099" SG, WIT AN 5 14 M(Y' LIG: 311(Y AN CAP , AIRSPACE, 1/5" HS, .090" SG, 116" HS 5 15 1116" LIG', 116" TP CAP. AIRSPACE, 116" HS, .OW SG, 118" HS 5 CODES/STANDARDS USED: -2017 FLORIDA BUILDING CODE (FBQ, 6TH EDITION -ASTM EUC0 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 -AISI SIOO-12 -AISC 360-10 DESIGN PRESSURE RATING IMPACTRATING VARIES PER GLASS TYPE, LARGE &SMALL MISSILE SEE SHEETS Z-5 IMPACT RESISTAM 52-1/8"MAX. BUCKWIDTH D.SEE SHEET IO J _ -_ 5. MAX. O.C. 13 j— 4-11/I6"M4%. yI 03" MAX. BUCK x HEIGHT 5"MAX D f- 0-0tlt6"MA%. I"WEEP NOTCH ATEACHEND ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOWOPENINGS DESIGN PRESSURE REQUIREMENT FROM AWE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2.5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1, 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7. 4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL RN INSTALLATION. NOTE DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEG ROX). SG=KURARAY SENTRYGLAS® INTERIAYER BY KUMMY AMERICA, INC. PVB = KURARAY TROSIFOLo PVB INTERLAYER BY KUMMY AMERICA, INC. AN=ANNEALED HG=HEAT STRENGTHENED TP- TEMPERED GENERAL NOTES ............_................................... 1 ELEVATIONS......................................................... 1 DESIGN PRESSURES / GLAZING DETAILS........ 2-0 ANCHOR QUANTITIES. .... 541 INSTALLATION, FLANGE...........:.....:::...............7 INSTALLATION, EQUAL LEG::...............................8 INSTALLATION, INTEGRAL FIN ................._....... 9 EXTRUSION PROFILES.........................................10 ASSEMBLY & PARTS LIST .......... 11 m y Oq C o N (7N z� aln0 WO Q In O ZLL i gg W Z LL 7= ¢ UUo o. v e 0 n H a .aN `0.0 ILI -P-- �e� Q oZ� o Z 0 Z 7 Q Lu J w O ® 21 Wx J d 0 W Z H Iaa45 O N Z Z o W X O � Z W w (D anR sa0 s ua5 * No. 68705 3 or 'I.(� ST TE OF "ONALIEN: A. LYNN MILLER, P.E P EA W705 9DDom Seen Deecllgim b Ghat R8000 6asn .pM11 Range (in) Desl mssum Qbstfe)/ot Glass Types I & 2 TPte Tp Wea 1 2S 33' 3T 41 49 44 53-I18' N' EOuaNile Izea -no ADD •650 40. +65.0 A0.0 .65.0 ADD no A00 +85D ADD r65.0 AD EOual llle 15 MA +WD AD r65D ADD +65.0 AOO r650 AD +55.0 ADD ♦650 400 4SoD ADO .650 40.0 31- SlaNaN P.. 13.994-ISOM .0 AD0 •610 ADD +65D ADD +65.0 A00 .65.0 ADO +no AOD +65.0 AOA +65.0 AD suou"t 124fia-12093 +WD ADD 4WD 40.0 4WD 40.0 465D ADO +65.0 AS +650 400 1650 40.0 165.0 ADO lau,Hde 19.02 MD ADO .00 ASO ♦WO Aoo +MD ADD W5D 2OD +65.0 ADD -65.0 A0.0 +850 ADD Sizi Pm aw 15944-11651 r65D AD +650 ASS *WO AD 0 no ADD +WD AS •65.0 AD 0 no ADD +65.0 ADS 3SYT Caen Gee 15131.I&M +WO ADD •650 ADO +fiso A0.0 +65.D A00 +WO AD +00 ADD ♦6S0 ADS r65D ADS Celvn Size 14A31.15130 +WO ADO ♦65D a ♦65.0 40,0 400 AD +Wo ADD *MO ADO no ADD HO0 ADS Shortest 12a64-14.130 4%O ADD ♦MD ASO r65.0 ADS WO ADO +65.0 AS +65C ADD -00 ADS -650 ADD EgaHft 22964 +Wo ADO .WO ADD 4WO ADO ♦UD AD +WO ADO ♦65.0 ADD -MO ADS ♦65S ADS aslae Sae 20.131-2290 +MO ADO +6SD AID 4W.0 A00 4WD ADO r65D ADD +650 AD +WO ADS +65.0 ADD stamme waver+ Is !Ai So IV +650 40.0 +ssD ADD +W.O ADS +W.D AD.a +6Do ADS +65.0 ADD r650 ADO ♦Wo ADS 4r aslml Sae 16131.18.693 1650 ADD 46" A0.0 .WD ADO I ♦65D AD +Wo ADO +No ADD +WD ADO 4WS ADD aemn sae 15,131-IGAW +WO ADD +65D ADO 4W.0 ADD +95D AD.0 +WO AD ♦Wo 40.0 IWO ADD +WS Aa0 "I=size 14.131.15, ISO +WO ADD +65.0 ADD 40.0 ADD 165.0 ADD +650 ADD +WD 40.0 +65o AD.0 +55.0 ADD 12464-14.13D r65D AID +00 ADO ♦ 65D AD.0 +6£0 ADD +no 400 +660 -WO r65D A0.0 EouW44e 24.954 40.0 .650 A ♦Wo ADD 95D 40.0 +65.0 ADD -no AD.e +650 -No +65.0 AGO Y1. 131-N.fli3 ADD 1610 K.E. .0 +65.D FV.D •e50 ADD ♦M. R0.0 +9£0 A... 'no AD SIaelaN P.. Z119443.1N ADD .65.0 -10 +85.0 ADD +65.0 ADD .650 ADO +55.0 4a0 +MO 40.0 +65.0 ADO 49• Owei size 18, 131.20.. 193 Ato 4650 A0.0 ♦Wo ADD +65o AD.0 +65.0 ADD +W.O ADD 1550 Wo +WO ADD cream Sae 16.131-16130 ADD r65D ADS ♦no ADO +65.0 ADO -65..0 ADD +W.O AO .65D ADO .65.0 AD sewn Sae 14131. 16.130 ADD 465o ADD +WO 400 .W.o ADD -no ADD +W.D 40.0 +W0 ADD As.0 -nS 6btest 12464. 14ADO I ASO .650 ADS +no 410 +MO ADO +650 A0.0 -no W0 rW0 ADD r650 -75A Ez.A4e 25.m ADD In 40.0 ♦W.0 ADD +W0 ADD +65.0 ADD +WO ADD +Wo AD.0 +fiso AO y aetwn See NADI.25.2]6 ADO +WO ADS ♦WO A30 +650 ADD 165.0 ADD +650 ASO +CSO ADO 4650 AD0 a 6haNaN P.- So Am ADD +65.0 -HID +65D ADD +65.0 ADO +WO ADD •WO .0 AID +mO ADO F p zxum Sae A.131.20 N3-MO ADO 4WD ADS +W0 ADD .650 A0.0 +fiso ADD +WO ADD -mo ♦850 AD0 e, Caum Sam 18.131-20.130 ADD -MG ADD +no ADO +55.0 AD +65D AS ♦WO 40.0 ASO +65.0 AD ashen Site 16131-IS. IM ADD +65.0 ADD +MO AS r65D ADO +65D AGO r65D ADD Aa0 *MO -T].6 Cmlan sae 14..131-Ii +65.0 ADD +WD ADS +WD ADD +WO AD +650 AS +650 40.0 ADS 1650 -751 Seaast 12464-14.130 •a0 40.0 165.0 AGO +WO ADO +65.0 AS +650 ADD +WO ASO ADS 4550 439 E,Wle. 31964 +650 ADD +WO ADS +65D AD W5.0 AG.0 rWD AD +W0 ADD I+MD ADD +650 MO Custom Sae 26131-31.963 +Wo ADO +65.0 AGO +MO A0.0 +no A0.0 1650 ASS +WO ADD A0.0 +6s0 JIS Standee P.. 25]94-25130 -MD ADS +65.0 ADS .650 ADO •650 ADS .650 MO 165.0 ADO A0.0 +550 A39 Gorton Slee 24,131-25793 +no ADD +650 A30 +650 ADO +650 W0 +650 ADO +650 ADD A0.0 .MO - 5T Cmme Sae M131-24.130 +WO No 4550 AD0 +WD Ao0 .65o ADS +850 AD.0 +650 A00 -M8 •65D .Tao G . BUD M131-2E.1b +WS .80.0 .650 AID .WO A0.0 .650 ASO .650 AD.D .650 A0.0 -7..1 -WO ABAaaam SiEe 1&131-ZO 130 +WO ADO +650 ADD +65.0 A0.0 .65.0 ADD 4W.0 A00 +650 ADD -75.4 •850 AS Cal. sae 16131-18.130 +650 ADD +Wo AD0 w50 ADD +650 ADS .0.0 ADD .65.0 -]].1 no -73.8 ♦S4] A47 sweet 13IS4'-16ISO A50 A1.0 +WO AD.0 4W.o ADD +MO ADS 40.0 e759 +65.0 -71.6 +65D W2 +623 A23 Equoii Do 'ou e5D ADS r65D ffi0 +0.0 AD -650 ADS +650 ADO +W.0 ADD +650 ADD -00 -739 Cat=SW M131-38.4 HAS ADS 46SD ADD +WO AD +650 ADD +WD ADD r65D ADS +659 -]9.6 -no -716 Oxam Sae 30.131 - 35.13D 400 ADD +WO AD 0 -MO ADD +WD ADD +8.5D AS -65.0 FDO +650 -P.9 ♦WO A94 ]6' SbWNPmiex 30.99i-34.130 K5.0 I A0.0 Ir65D AS no ADO 41 ADO +MO MO +WO ADO ♦650 -]SA +WD Me Caton Sae 3a 131-DOM .WO ADD +WO AD.O +[SD ADS 4WD ADD +WO ADO +MD -709 KWO -74.6 +WD 45.6 Get. Sae R131.3D.130 4650 Aa0 +WO ASO +WD AD +W0 ADO +W.O -]9A H50 -753 +650 -]1.9 -Me AD Sweet MAW -28.13] eSS ADO +WO ADD +WO AS 100 ADD 10.0 -]S9 +WO -71.8 +6s.0 AS .623 d23 EWali 42/ •WO ADO 4650 ffi0 r650 ADS +00 ADD +65.0 ADD +85.0 ADS +550 -IT9 +WO We Sf aslaISize 36131-424W .650 A0.0 K D 40.0 4WD AOD r650 ADD +650 ADD +65.0 -78.9 +650 -74.6 -00 AS sizeduN Prnrw 34.191'-39.110 r65D 1 ADS I +no ADD .G&O ADO .05D ADD .650 -059 +65.0 -718 +65.0 AS .623 A2.3 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT-49,391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS BUCK HEIGHT -48881 MINIMUM SASH HEIGHT FOR FLANGED RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.805 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG. RADIUS TOP WINDOWS IS: BUCK HEIGHT -48 OW 8116'NQM. GLASS STACK 1M'N0M. XTERIOR a 1 6- nss G030'PVB AIRSPACE 110 MGLASS IWANGI 31 15 5®0R 5B I/ NOM. EXTERIOR GLASS SITE a o-]a @0R SB GLASS TYPE V m Y�n oS *=a o $ y Li N gw =haG d' ¢ OM w QJO Sm m Z W O ¢ mZm ~n Z 0 LL o S N ® r J Z jm a o � w o 2 < S Q ❑ alVl 'asap saua5 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I' FROM THETIP TO TIP DIMENSION IN THE TABLE TO DETERMINE I 4.1]4aryA 113111` 2) FOR SIZES NOTSHOWN, ROUND UP TO THE NOR AVAILABLESME. AN=ANNEALED 3) FOR RADwS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOWWILL COMPLETELY FIT WITHIN. TP=TEMPERED MILLER. 4) WINDOWS WITH THE LOWSILL OPTION ARE LIMITED TO A MAKIMUM POSITIVE DESIGN PRESSURE OF-65 PSF. NEGATIVE DESIGN PRESSURESARE UNAFFECTED. HS=HEATSTREA. LYNN MI NGTHENED NNMILER W.S.0 Owcnµa tr Gi¢n Rarye Sazn Hn9M RYgO(iN Design Pmssum(IMM) for Glass Type ¶e ID To WION 16' 1 2S 1 331 3P 41' 4S 49 53-1/C 2V EWAAW 124U •650 ADO I +WOI ADO I +fiSD ADO ADO +00 ADO +650 ADO +65.0 ADO +65,0 ADO EU041te law +me A0.0 +fiSD ADO +fiSD ADO A0.4 +65.0 ADD .650 ADO IWO ADO +65.0 AD.0 31- Stetdv4 Pl w 12991-15.9fi3 IWO ADO +6SD 40.0 +fiSD ADO ADO +Sall ADO +65.0 ADO IWO ADO +650 ADO SWAM 12464-11993 Ins Aso +fiSD Me +no A00 40.0 In0 ADO •660 A00 +65.0 ADO +650 As.0 EW3Hite 19652 +65.0 ADO +55.0 ADO IWO A00 00 +fiSD Aso •55.0 ADO -na ADO -T O AD.OSlo a P.Dov 15944-least IWO AsO IWO ADO .65o ADO ADO +650 ADO +55.0 We +Sao ADO IWO ADO 36YS Cato416ps 15.131-ISM In0 ADD +fiSD A00 +650 ADO $04D As0 +fiSD As.0 •no ADO IWO ADO +no a0 Cw1on See 14.131-15130 +650 ADO +650 AID Ifi5) 400 400 +WA ADD +o5.0 ADO IWO ADO IWO ADO Slntesl 124PN-14.1a0 +fiSD Aos IWO ADO •6SD Aoa AD.O IWO ADO .6ao AD.O -no ADO •660 A0.0 Eaaolile 22964 s50 ADO .Wo Aso A&A 400 ADO +fiSD ADD +Me Aso -Me ADO -Me AD0 Oatan Sire M.131-Men +65.0 AoO +fiSD ADD +Me Aso As.0 +650 ADO Isis AsO IWO ADO +650 ADD SmadPw law-MIM Inn Ao.O -no Aoo +Me AD0 Aso IWO ADO +fiSD Aa.o .fiSD Aso +sso AID 4F Clalvn Sue IL131.10593 +6SD ADO 1650 ADD •fiSD ADO A0.0 +fiSD A0.0 +Dao ADO +fiSD ADO •650 AVID Oman Sim 15.131. 16,IM •6&0 ADO .no ADD IWO ADO +650 1 ADO .no ADO IWO ADO +Me AD 0 +no AD 0 cvilan sae024+131�M�6 '15. 13o ss.D ADD sso mo s50 4D.a .es.a ADD +ss.a 40.0 sso As.o +fis.D AD.a sso ADO saont �14IM IWO ADD IWO m.0 +fiSD ADO +65a ADO 165.0 ADO s50 ADD +650 ADO +650 AD EOWAta.964 .66.o ADS .65.0 -NO .650 ADD s5.0 ADO +65.0 AD.0 .65.0 AD .Sao AD +sso A)0 OatenSao-24.e63 +es.a ADD ss.o Aa.p s60 -aDD .e5a AO.D s5D AD.a .eye mD .es.D As.o sso ADD SleMad PW.-22.130 +SSD ADD +65.0 -MO IWO ADD +650 A0.0 +650 ADO +650 AS +TS.D ADO .05D ADO 49• Gaton Sim -DO 193 +fiSD AD +fiSD AS +55.0 40.0 IWO ADO -66.0 ADO +65.D 40.0 +90 As .650 ADO Custan Sae -16130 +SSD ADO IWO ADO 4650 ADO +65.0 A0.0 IRS AD +65o �SOO IWO ADS +050 A00 Oman Sao 16IM +55.0 As IWO AS IWO ADO +65.0 40.0 IWO AD IWO ADD IWO AsO +650 A00 SMtoot 14.130 +S5.0 AOD +W0 ADO +650 410 +650 AD IWO ADO IWO ADO IWO ADD +fi5.0 As EpWNen1 Ina As +650 ADO +fiSD ADO +65.0 ADO .65.0 ADO In As In As. 165.0 ADO C1¢bn Sae-M• 6 ISSO ADO In. Asa +fiSD A00 +65.0 ffi0 +65.0 ADS Inn mD IWO ADD IGS.D ADO B 8 Seeded Pmlew-24IM IWO Aso Inn ADO +fiSD ADO IDEA ADO +00 A0.0 IWO As.0 •Sao ADO +fiSD ADO Qalan sae -DoW IWO ADO IWO ADO +fiSD AD IWO ADD •650 ADO IWO AD 1no As IWO ADD F sosa C1alan sae 16131-MAW s6D Aso IWO ADO s5D ADO sso AD sso As -0.0 Aso IWO ADD .65.o ADO Gintlm See 16131.18130 IWO ADO Ina ADO +fiSD ADD +6SO AD IWO ADD IWO ADO +me AsO +fiSD A00 Cu Sim 14A31-16d30 -NO ADO +fiSD ADO +fiSD AD .5,0 A0.0 I65.0 ADD IWO ADO +fiSD As +00 ADO SM1otesl 1244-14.13O IWO no ADO +fiSD ADO +650 AD IWO AD -10 AsO +BUD ADD .650 ADO EpW4N 31,164 •65.0 +fi5.0 20.a +B5.0 As +fi5.a 40.0 +fiSD AD 1650 As +fiSD A0.0 +65.0 40.0 Oman 51m 25131-31.951 IWO WO ADO +65.0 AD +65.0 AD IWO ADO +SSD ADS IWO -mo +fiSD .. SWdi0 P.. 2&7-26.13D .65.0 +65.0 As +65.0 AD +650 ADO +fiSD ADO IWO ADO +We ADO .650 ADO Lall-Sim N.131 -25 T93 •65.0 fiSD 40,D +fi50 .000 +fiSD A00 r6Sa AQO +650 A0.0 +F50 A0.0 +fiSD -60D 6i' LuslanSae131-24.13D 165.0 65D .000 IWO ADO IWO 40.0 +65.0 ADO 165DA00 165a 40a I650 -We Cmlvn Size 20.131-22.130 165.0 fiSD 1065A 4a.0 r650 A0a +fiSD AO.o f650 ADll 1650 A00 1650 40.0 +fi50 J6a lon 5ue 16.131-DO IM IWOfiSD ADO IWO A0O 1650 ADO +fiSD A00 IWO 40D -no ADD IWO -15.6 lan Sae 16131-16.100 IWO 650 ADO ISSO ADO •fiSD ADO +650 ADO IWO 4D0 IWO ADD +fiSD d1.6S11194•-16.130 IWO IWO As0 1650 ADD -no ADO +650 ADO IWO ADO +fiSD -AT IWO -710 EpdAe 36454 +fiSD +Ws ADO 165D AsO -me ADO +fiSD me 165D AO0 +me AsO .00 AsO Loden&m 35131-DOWD +650 Ifi50 b3.0 W50 Aso +fiSD Aso +fiSD As0 +650 A00 +fiSD ADO +fiSD ADO Cadge Sm M131--I- _0 I- AID ISSO ADO +fiSD AD0 K o ADD +no ADO +Me Aso 40..0 -A.1 ]C 61ada6 Pmiow 3D993-34.1L' +f3a AD.0 I IWO ADO •65.0 40.0 IWO ADO Ina ADO IWO ADO IWO ADO IWO -750 aswn sae 30.131-3D993 1 .e.a 1 IWO I IWO ADD .fiSD AIDS '160 ADO s50 ADO 1660 ADD •65a ADO +fiSD 4AS Cao.Sae, M131-30.130 IWO ADO IWO ADO sso AD0 +es.o 40.0 165.0 ADO sea ADO .0.D 4m Smea1 2619T-MIM s50 ADO IWO ADO sso AS In AD.0 .6s.0 ADD +fiSD 4D.0 •fiSD - ER.o'4le 42454 Ina Asa +mo ADO IWO ADO •650 ADD In0 40.0 +65a ADO •fiSD W CmteY Sus MI31-42463 +fiSD ADO +6SO ADD +650 ADO +00 ADO In ADO +55.0 ADO IWO A S1admEP=i 3IM9 3613J IWO ADO 'ADO ADD IWO Aso IWO AO.a +SSD A0.0 .00 AD +65.0 -T • MINIMUM SASH HEIGHT FOR FLANGED WINDOM IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS I5: BUCK HEIGHT -40391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -46006 GLASS TYPE 13116' NOW GLASS STACK m_ Y > LLnn S .oa ❑m yo_ O N (7 O a1W VN ❑ m O O J a W O U d e: LWD H O D u .a.D Jm0 Q rLID h F z Z J i LL 0 M a ® A J a [D f Jt Z V IaayS O J W O w � V J F¢- d m Q ❑ +P'3 .asap saaag Q TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL4.EG WINDOWS, SUBTRACT II FROMTHE TIP TOTIP DIMENSION IN THE TABLE TO DETERMINETHE'MNDOWSQE j,/1-'NAL1��t�• 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SIZE. AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOWWIUL COMPLETELY FITWRHIN. TP=TEMPERED ALYNN MILLER PE 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF•65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED PES 507M TABLE DINT P.... m (Ib/Rx1 for GI9se Types 4-7 BWae safe traimKi seei, i I ftaipe on) Ti 5311B' 24- EquelAileV�- W .950 dp.p EpuaWle H5p m. 31• Sti Pwm15.08E .BSO E0.0 SWEN 1209'J a0S0 M0 Eg ite92 .61 m0 61afulmdp iW9.fi51 ... .0 34Y9• Lusters sirs lb961 161 E00 Cer ixe -ISIMleisMe Slot>t N.IEO .Me E00Ser ila. .&I Me C ers sue -MBE3 . o 200 61uNIE RNee-P1N 4wo E0.0 .1H59] 185.0 Aa Gealpn.. 15131-.... .me Me Water size 14131-tS130 .es.s 'es Swess pecii -I. d0.0 EpuYJile 14884 r8S0 A0.0 We1.m 6l:e n.nl-z4..m a.o M.0 sIMOdIE PIPAex 2olw-a130 .ai A0.0 4V CeNe 60e 16131-3A19] .950 40.0 ue OveirWSIM 16.131-18.130 .850 m.0 r 1 151N 4zo f t 12484-t/im 'eze -ai0. v E ez EPa1Tee 25R! -.0 lets 4KO T Eblme SCe 26131-25T1B lets m'KIB D 0 61?6YU Pie. ]0 AIs, K. O¢Ionbue el m.131=MIX KSO 'm0 d0.0 Fp xi5,e, Cessen.1,, 19.n1-M1M rfl5.s 20.0 a.. Six. 16.131-18.18t rfl5.s -00.0 Cis St. IS50 m.o S 1 let31-18.130 t2431.. 183 m.0 11 ENa, 3LW1 165.0 1850 A0.0 Si Curtwn Size 28.131. W5.0 -00.0 SlarOaN Pi 35a IMTG-2B.n0 .65.0 4300 size 24.131.25.70E .65.0 40.0 m"m She 22131-2..1W .65.0 -00.0 e... .".I 43. n0 -ee0 -800 n See 18.131-MIX E. Me e5ue 16131-le.13E .830 41 ., IJ.19a--16130 wee 40.0 ilo Wz64 Ili .0.0 she U XTII-ei .05b me zn Size N.nt-MIX Kea E00 3S frizzedd !x.' .LLW4-N.19J IMA E00 n Sue X131.3o Yp ICES -We n Size .131.M.IW KI dO.D lot 28I. la1MI.o m.0 aa61 IIMD mo rs Slxe 99.131 -4240] .Sere ms S1agaN PmYx N.1W'-38190 rm.0 -020 GLASS STACK OBB, NB 118' HS GLA65 0 SG"S r 12 IT ul[K_ GLASS BITE a N GLASS ttPE9 N CT OM. LASOM. .090'PVB 311CS STACK ANGLSS 30 NIS' GLASS n 12"NOM. Im r GLASS BITE a „ N GLASS ttPE 5 -I 1GLAY15•NGM. - SS Si OM. E� E 13116'NGM. Fa- GLASS STACK • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS. TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIPTO TIP HEIGHT-49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HE TABLE 5' D081 n Pmesom for Glass Types 8.15 Omlwn Sish Dezi b Glwl Pang] Seen MEN Rm19e 0i TIP T. LP wimn 5&116• N" EgAW4ile 13484 r800 910.0 EOuz4ile I.. rMo -110.0 m• Ste'dxe Pivimv 12.914-15.963 r800 -1100 Sblat 12484.12903 r60.0 -1100 ERLLal4o 19859 r9p.0 -0108 Needed PKJ.w 15.91-I0851 .800 -1100 Meii Outlive Sze 19.131-15.243 r60.0 -11D.0 Gstorn sees 11.131-15I1. .SO. 1100 Sli 12464-i1133 .800 -1f00 E4814Re a. rMe -1100 Ozi Size 61®tliJ Pmr'flv 20131-MI 16.594-m.1]O .es.0 .see -1100 -tins 4S Ceri Sze 10.131-15M 1800 -110.0 Cusim Size lei 116.IM r30.0 410.0 Ce. Size 14.131.15.13D -80.0 -110.0 shoi 121.-11.130 -.Be -11no EP Ni@ 24.964 160.0 4100 Cuslon Size .13,.24 W] .solo 11oa Slai PloJex W.'s n0 +Ms .110.0 4P CeIi Size V1131-20193 .800 -110,0 Outten Size 1..Is, -ls130 .80.0 -,,as WsIm Size 14.01. MIX free -110.0 p S"i 124U-14.13D f80D -1m0 EmeNite 25M .r0.0 -110L0 Cuslvn sixe N.Is' -21 fB0.0 -1t00 o fitdffiEPmmiv iO.Bz`I' 3' 1 we .110.0 Orsbn Bar A. t3l IM343 reels -11DD P � Cee. She 18.13,-MIM fMe -110. Cutlers fike ID.I31.1n130 fr00 -11n0 Ou.W Size 14.131 nano fr00 100 sizer. 124W-Ia130 .e00 -nos EO.411. 31.964 -80.0 Also OuSlhn She 28.111.31ce] 780.0 -11D.0 SlutlaV PmJzw i Be 130 480.0 -1100 OuSIom Size 21 +M0 110.0 Sir WSmm Size I 23.131.20n0 +See -11ee. Wham slze 2D.131 .221]D f900 41le CUSmm Elie 18.131-Mi]0 f.so -t1.. ez".. ese I eii.18, in,free ,I.. Srei 11104• 16130 .80.0 -1100 E,. ile X. .Lilo nm.D G .See M131-364n +W.e -nos Cueen size X131.3BI30 +0.0 -110.0 16- SLM ePt Berg 34.130 +Me -11n0 CeIsi See M131.30193 4MO A100 Cot=Sze 26.131-M130 .P➢0 -110.0 sweet 26.111-26Ao f800 -1100 Ferri aZ. fmD -nO.a 64• Curtin Size WITIa4248J IWO -1100 SCMN Pi BiLl"-381W fW.O -1100 iGLASS iRE GLASS STACK 090•BE IB•HS GLASS Es LtI H GLASS m 1? NOM. B+re^ ED GLASS BITE a „ N G1A55 TYPES GLASS MBSSTA STACK e�ppp �Y YlAlitl EKr ibl] e®08 ®0Ai GLASS TYPE tD I� 1L16•NeM. GLASS STACK 090.6G AIRSPACE AIRSr VFTPGLASS Iz8•HS GLASS 1A•TPGU 31 1a C` fry"° 12'NOM. CUSS BILE Y�B<u Dn ®0B 5 6( ®0PC GLASS TYPEH IL18•NOW GLASS STACK ExrmiDB a WINDOWS, SUBTRACT 1• FROM THE TIP TO TIP DIMENSION W THE TABLE TO DETERMINE THE WINOOW SIZE HE TABLE ABOVE MICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. �SfTNE DESIGN PRESSURE OF-65 Pi NEGATNE DESIGN PRESSURES ARE UNAFFECTED. F� ILI6•NOM. n GLASS STACK _.Be SG 13116'NGM. GLASS STACK GLASS AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED m_ Y N atop 0Q v rs n Z ' O Q J O i rs Z LL e O =W v g n LBOLE, o D o F Be �Zm Z Z LL p ® ry W LG Z N e- O J Z m � U Q O t3 aNv sae away ` Qp1Y LYNN S ATE OF ALItIlIE,G� A. LYNN MUM, P E. PE058205 TA919 R' Anchor GuanBBes Required for "Through -Frame" In6tallabon usinq GIae9T e91-7 MIA to np Width Ir 25 3T 41' 'a 49 Sava• to I c y£z g 6 or = Jemp c n £ £j ¢ zi JvnE rc¢ £z 3 E ¢ A, Jama o: ¢ y £ £ R a Janb rc rz e £ £ 'yq� ` JemE u¢` 'i £q 9 � £ Ttl ¢ m` Jamb u rc Sp £ 9 b � d1 ¢ m Auto u e £Z zi E m ¢ e, ,^& BWmn SaSM1 b GISiT Rerye 6mM1 HCOM1I Retie (e) 21 EqueNite 13464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 R 2 1 2 2 1 2 2 Equre-A. 15.9" 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 R 31- SIeMaN Paul. lZ994-15.983 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 R SM1onext 12464. 12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 11 2 2 2 2 2 2 2 2 2 EquiHite G)on 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SlardeN ProNe, 15.944-19651 2 2 1 2 2 1 2 2 1 2 2 2 2 11 2 2 2 2 2 2 2 2 2 36y6- Cuslam Sue 15131.15.043 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 z 2 Cu51PT Sim 14131-15.13G z 2 1 2 2 t 2 2 I 2 2 2 2 2 z 2 z 2 2 2 2 2 2 2 S..( IZ4-14.130 2 2 1 2 2 t R 2 1 2 2 2 2 2 z 2 2 z 2 2 2 2 S S Bout 22.9" 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Cualcm Sue 2.1.1-22.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SIeMeal PlpYmv 18.594-20.IN 2 2 1 2 2 1 2 z 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4T Gas. Sias m131. 10,50 2 2 I z 2 1 2 2 I 2 2 z z 2 2 x z z 2 R 2 2 2 2 Uncm Size 15.131.15.130 2 2 1 2 2 1 2 2 1 2 2 2 z 2 2 2 2 2 x 2 2 2 2 2 cualvn Sae 14.131 15.130 2 z 1 2 2 1 2 2 1 2 2 2 2 2 z 2 2 2 2 2 2 2 2 2 .464-IIAN 3 z 1 3 2 1 3 2 z 3 a 2 3 Y 2 3 2 2 3 2 2 Egaal48e 24.984 R 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Cal =131 24.9.1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1afKaN Phew 2n194. 22,111 z 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 OB' Cunam fine 18. 131.20.193 2 2 1 R 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 z 2 R 2 Cussomsize Soto -13.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Slza 14.131 - 16,130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Q SMneai 12.464. 14, 130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 R Equo401e 25272 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 cue. Sao 14.131-25.R6 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 g StandaN Pmrmv Meal-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2.2 2 2 2 2 2 2 F FMB, CUetorn Sim 20131-20843 2 2 1 2 2 1 2 2 1 2 R 2 2 2 2 2 2 2 2 2 z 2 2 2 Cullom size ISIM -NAN 3 2 1 3 2 1 3 2 t 3 2 2 3 2 2] 2 2 3 2 2 3 R 2 Cori Sao 16131-I&IW 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Sao 14,131. 10.130 3 2 1 3 2 1 9 2 1 3 2 z 3 2 z 3 2 2 3 2 2131 2 2 SlMeat 12.464. 14. IN 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Equ i ire G 984 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Cmtan Slze 28.131 - 31.963 3 3 1 3 3 1 3 3 1] 3 2 3] 2 3 3 2 3 3 2 3 3 2 Slatlntl Rmiew 23]W-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 z 3 z 2 3 2 2 3 3 2 Cuslam Size 24t31-25.293 3 2 1 3 2 1 3 2 1 3 2 2 3 2 z 3 2 2 3 2 2 3 2 2 or Custom Slue 22.131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Cuslam Sue W.131-U.130 ] 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Guertin Size 18.131 -20130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Carom Sao 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Sbnen 13AW'-16130 4 2 1 4 2 1 4 2 1 4 2 2 4 R 2 4 2 R 4 2 2 4 2 2 EiImWe 384M 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Callers Size 36,131-38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2.3. 3 2 Cuslen Sao 34.131-W..130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 76" Slentlard Pruden 30.994-U4130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Cuekm Size 30.131-30.993 3 3 1 3 3 1 3 3 1 3] 2 3 3 2 3 3 2 3 3 2 3 3 2 Cast. Set. 26.131-3c.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Sheri MA94'-28.130 4 2 I 1 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 3 2 EIA110. 42W4 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 34" Custom$as X131-42,463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 SlendXd Puden So 194•-M.130 4 3 t 4 3 1 a 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 -MINIMUM SAGH HEIGHTFOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIPTO TIP HEIGHT-49.805 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48 806 TABLE SIR Glass Type Description (Listed from Extent t0 Interior) i 116"AN_(Ftr" PVB, 11F AN 2 13116" LIG: 118" AN CAP, AIRSPACE, 1/8" AN, .099' PVB, V&' AN 13116- LIG: 118- TP GIP, AIRSPACE, 1/8" AN, .090" PVB, 116" AN 4 118- HS, .09(Y' PVB, Il6" HS 5 3116' AN,.09G'PVB, 3116'AN 6 13116' LIG: 3/16' AN CAP, AIRSPACE, 118" AN. .090" PVB, US" AN T 1WIG'LIG:3116"TIP CAP, AIRSPACE, 1/6'AN, .090"PVB, 118"AN 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS SUBTRACT V FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAIIABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIM IN THE TABLE ASOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A M (MUM POSITNE DESIGN PRESSURE OF a65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. y W ❑ z h N o & aleG a Z Z Q J O x Z W O n W R a-5 a U U o toAS p 4q ,o.G n " G j C �zm g' z W SO m .- LL ❑ F on It Z W _ N g 0 Z N Q Iaa45 ¢ ] Q Q O Z G"' O 00 � g G J Q Z Q N aG1 'sa0 saua5 NY LYNA, •,, Q: * � No. 58705 i= ' ...ONAL IEN�`� A. LYNN MILLER. RE Anchor Quantities Required for "ThroughFrzi In9tallatlon usina Glass T e5845 Tip b IF Wei 10' 25' 3]' Ji tl' 45" 4B' 53-1/0" demo S i IS x Jamb Z$ x $ x$ Jamb y S P S L x Jamb Y E Jamb S F IS Jamb 3 qq E i S ryry Y Jamb 2 3 g x$ .l�Is, m x Baaa Seah Deacllplian Hr GY:n Paige SaflM1ltipM Paepe On) E Z 24' E9ueNile 12464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 E9ueNile 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 31- Sami Pi 12994-ISYJ 2 2 I 2 2 I 2 2 1 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 swi 12.de4-1298J 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 R z 2 2 2 z 2 Egml.Ille 19.652 2 2 I 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 St.d PrWaw 15.944-19651 2 2 I 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 mi Cuelom Sue 15. 131. 15.953 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 CUzi Sue 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 Shemeal 12.464-14.130 2 2 1 2 2 1 2 2 1 2 R 2 R 2 2 2 2 2 2 2 2 2 3 2 E9ueNile 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 CNbm Sxe 20. 131-i2.983 2 3 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 J 2 Sail Pmslew 14Y4-20.130 2 2 1 2 z 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 dS S.1— a.. 16. 131. 18.593 2 2 1 2 2 1 z 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Cualom 5ue 15.131-16.IN 2 2 1 2 2 1 2'2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 .alt-5a. 14131-MAN 2 3 1 3 2 1 2 2 1 3 2 2 2 2 2 2 2 2 2 2 2 2 3 3 Slnneel 12464-14.130 3 2 1 3 2 1 J 2 1 3 2 2] 2 2 3 2 2 3 2 2 3 2 J E,ai ib 24.964 2 3 1 2 2 1 2 2 1 2 2 2 2 2 2 2 J 2 2 3 2 2 3 2 Darien Sao a2131-24.883 2 2 1 2 2 1 z R 1 2 2 2 z 2 2 2 3 z z 3 z 2 3 2 Sanded Plw:ew 20.IN-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 4T call. Sea 18.191-20,193 2 2 1 2 z 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 z 2 3 3 CW1Lm Size 18. 131. 1a. 130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 C.B. Bee 14. 131.16,130 3 2 I 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 J 2 3 S..' 12.4&1-14,130 3 2 I 3 2 1 J 2 1 J 2 2 3 2 2 3 2 z 3 2 3 3 2 J - Eralile 252Tz 2 2 1 2 2 1 2 2 1 2 2 R 2 2 2 2 3 2 2 3 2 2 3 2 Wsan Size 24.131.25.725 2 z 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 J 2 o sleneara Plweu 20.Md-24.130 2 2 1 2 2 1 z 2 t z z 2 2 3 2 x 3 2 z 3 2 3 3 3 F Cualml Size 20.131-20.613 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 J J 30.YY CUalIXll $IZa 18.1]t-20.130 3 2 1 9 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3] Cuelwn Be. 15. 131-WIN 3 2 1 3 2 1 3 2 1 3 2 2 a 2 2 3 2 2 3 2 3 3 2 3 Cali So& W,1I.16.130 J 2 1 3 2 1 3 2 1 3 z z] 2 2 3 z 2 3 2 3 3 2 3 $IKKl¢al 12A84.14.1]0 ] 2 1 3 2 1 3 2 1 3 2 2 3 2 2 a 2 2 3 2] 3 2 3 EOUMAIte ]1.Wi4 '2 ] 1 2 3 1 2 J 1 2 3 R R 3 R R J 2 2 3 2 2 4' 3 Cu5lun Sae 241]1 .31.98] ] 3 1 3 3 1 3] 1 3 3 3 3 3 2 3 3 2 3 3 3 3 4 3 Mari Pariee 25.294-MAN J 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 23 3 3 3 9 3 Cmlan Sue 24131-25.293 3 2 1 a 2 1 3 2 1 3 2 2 3 3 2 3 J 2 3 3 3 3 3 J 6i Calm Size 22131 .24.1]0 ] 2 1 3 2 1] 2 1 3 z 2 3 2 R 3 3 2 3 3 J 3 3 3 Galan See 20,131-22130 3 2 1 3 2 1 a 2 1 J 2 2 3 2 2 3 2 2 3 3 J J 3 3 CYaItT $lie 18.131-20.1]0 ] 2 1] R 12 2 1] 2 2 3 2 2 3 2 2 3 2] 4 3 3 Queer, Sao 16.131-1S.130 3 2 1 3 2 1 3 2 1 3 z 2 3 2 2 3 2 2 4 2 3 4 2 3 Sweat 13. 104'-16,130 4 2 1 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 J 4 2 3 EguaHiie 38484 9 3 1 3 3 1 3 J 1]] 2 31 2 9 d 2] d a] 41 Cuelan Size 36,131-38.40 3] 1 3 3 1 3] 1 3 J 2 3] 2 3 4 2 3 4]] 4] Curtan Size 34.131 - 36.130 9 J 1 J J 1 3 3 1 J J 2 J 3 2 3 4 2 3 4 3 3 4 3 15' $tmeas Pmiex 30994-MAN 3 d 1 J 3 1 3 3 1 J 3 2 3 J 2 3 3 22 4 3 4 4 J "berg See MAST -MASS 3 3 1 3 J 1 3] 1 3] 2 3 3 2 3 3 2 4 3 3 4 4 3 Cmlan See 23..131-31130 3 J 1 J 3 1 3 3 1 3 3 3 3 3 2 4 J 2 4 3 3 4 43 Shene3l 26AI)i.28,130 4 2 1 1 2 1 4 2 1 4 2 2 4 9 2 4 3 2 4 3 3 4 3 J Equal -lib 42464 3 4 1 3 4 1 J 4 1 3 d R J 4 2 3 4 2 J 4 3 3 5 3 61" Cualwn 5ke 36.131-LZ463 3 4 1 3 4 1 3 4 1 3 4 R 3 4 2 3 4 2 4 4 3 4 5 3 SlaMaie PNdew 34.184' 381.71 3190 • 3 1 4 a 1 4 3 1 4 3 2 4 3 2 4 4 2 4 4 3 4 4 3 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIPTO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48,391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.808 TABLE 78: Glass Type Description(Lialed from Exteriorto Interior) 8 NIB" AN, .090"SG, W16'AN 9 Y16"H5,.090-50, W16"HS 10 13116" LIG: 118' AN CAP, AIRSPACE, VW HS..090" SG, 118' HE 11 13116" LIG: 1/8' AN CAP, AIRSPACE, 3116" AN, ,090' SG, WIG" AN 12 1W16" LIG: Il8' TP CAP, AIRSPACE, 1/B" HS, .090" SG, 11W KS 13 13118" LIG: 11B' TIP GAP, AIRSPACE, WIV AN, M' SG, Wl6 AN 14 1 S G' LIG'. 3116" AN CAP , AIRSPACE, 1IB" HS„090" SG, JIB, HIS 15 1Wi6'LIG'. 311(TTP CAP. AIRSPACE, IlB"HS, .090'SG, 1/B"HS 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINOOWS WITH THE LOW SILL OPTION ARE LIMITED TOA MAXIMUM POSITIVE DESIGN PRESSURE OF e55 Pi NEGATIVE DESIGN PRESSURES ARE UNAFFEC EO. m g N y 0 eo 3 O "'" a ow N -yFi p Ofa. Q n Z 0 ap . ZW .0a� Z IS o j W o U U_ o 0" v dB u ,,,,o n FZ O f2 6 J -^N 9Mp _ o>' O Z g o In Z W J m F Li Li 0 Q m n W 0 ® ZZz IaayS N O Z Z K p o O J Q all!I Z Q 'asap n saua5 lid LYNA// o. 58Y05 INSTALLATION OPTION 1 EDGE ANCHORED THROUGH FIRMS INTO WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. TIP TO TIP HEIGHT I L FIXED VISIBLE LIGHT HEIGHT J_ EXTERIOR a EACH END NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS SASH VISIBLE LIGHT HEIGHT -G EMBED Wl MENT EDGE u DISTANCE MAX SHIM SEE TABLE •' NOTE B,FOR T HEAD TYPE •. •. TYRANCHORTYPE, •' EMBEDMENTAND EDGE DISTANCE PER SUBSMATE,SEE TABLE B. TYRANCHOR TYPE, EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE S. a 13 USE EITHER 1 SWEEP LATCH MIDSPAN OR 2 BOTTOM LOCKS I TABLES 10 33 OPTIONALHI E SILLSHOWN.S SHEET IO FOR STANDARUSILL. rSHIM MAX BHIM VERTICAL SECTION B-B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU - EMBEDMENT If IWMAXSHIM FIXED VISIBLE UGHTWIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRET VCMU. SEE NOTE 2, THIS SHEET. UVWX SHIM —�1 SASH MIME __j p LIGHT WIDTH TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A V 114- MAX. SHIM DADE APPROVED MULDON, MC COMPLIANT ALUMINUMJSTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE ti PROPERTIES. TABLE 8. INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL Anchor Substrate tlNn. Edge NHn. Embedment Distance P. Southern Pine(SG=0.55) 9/16" 1-318" #12 Slee, n inunL 6063-T5 DID. 3m. 0.063" 18-B o 410 SS SCUBW A38 Steel 3/8" 0.063" Steel Stud, Gr. 33 IND. 3/8" 0.045" 18 Ga Concrete(min. 3.35 kX) 1` 1-3/4" 1/4"4105 CrereFlex U routed CMU, (ASTM C-90) 2-1/2" 1-1/4" .T. Southern Pine SG=0.55) 1" 1-31W Concrete (min. 2.85 ksi) 1" 1-318" Steel UltrBGGn Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" tr P.T. Southern Pine SG-0.65 A)MIN. , iIH.. tlt .. I Mt Mt1AL 5UWIW11t B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PMAHE%IFLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. , UNGROUTED CMUVALUES MAY BE USED FORGROLTED CMUAPPUCATIONS. NOTES EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMSEOMENTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HMISE SILL: SEE SHEET FOR STANDARD SILL) WIDTH T V& 8 FIXED RITE: TIP TO TIP WIDTH- SAT HEIGHT (ECIML LITE) TIP TO TIP HEIGHT12 -3J3' 15IGHT(PROMEVA @FIXED LITE: TIP TO TIP HEIGHTR , ].]8• @SASH: TIP TO TIP HEIGHT2. 11 93- HEIGHT(CUSTOM SASH) ®FIXED LITE: TIP TO TIP HEIGHT- SASH HEIGHT -3.55" @SASH: SASH HEIGHT -4.60' 11 USE ONLY SUBSTRATE-APPROPRIATEANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON MY SIDE OF MEWINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD M PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-10 THICK ME TO BE CONSIDERED 1X INSTALIATIONS. IX WOOD BUCKS ARE OPDONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12 THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHTECTOFRECORD. 3) VISIBLE LIGHT NOW OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. m : j m 4 O r7 N oa; atop L Om �¢ OJO �F l z xUU eo v UUo o� F F- 0 2 m 3 Z z Z ® m J L r, L N L o ZZD L w � E U � J - Q L allq m AAA1h1L.I)'• .LYN No. 58705 AA so OF T R 'LORID'. C� o, 10NAL LE,, ALYNNMILLER.P.E rti INSTALLATION OPTION EDGEOMMICE ANCHORED THROUGH r —� FRAME INTO V WOOD FRAME OR BUCKSTRIP. SEENOTE2.THISSHEET. VEMENT EDGE 1 , DISTANCE BUCK HEIGHT U SEE TABLE 3 NOTE B. FOR 30 18 HEAD TYPE FIXED TYP.ANCHORTYPE. , VISIBLE EMBEDNIENTANO LIGHT EDGE DISTANCE PER HEIGHT SUBSTRATE. SEE TABLE 8. 32 EXTERIOR a I'MEP 45 TYP.ANCHORTYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE Ta0LE0. 46 13 63 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS SASH VISIBLE LIGHT HEIGHT I NOANCHORS , REQUIRED IN , FIANGE OR EQUAL4-EG ' FRAME SILLS - VERTICAL SECTION B-B OPTIONALHLRISE SILL SHOWN. SEE SHEET 10 FOR STANDARDSILL. INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHOREDTHROUGH FRAME ANCHOREOTHROUGHFRAACAND IX DIRECTLY INTO CONCRETEXCMU. BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2. THIS SHEET. EMBEDMENT 114"MAX SHIM 1/4'MAX SHIM —+I EMBED I� SASH VISIBLE 1T LIGM WIDTH EDGE DIsrAN 19 LLL�� FIXEDVISIBLE �I I LIGHTWIDTH - Q .. 44 ��31 R SB 6 TYP. ANCHOR TYPE. BDCK WIDTH EXTERIOR HORIZONTAL SECTION A -A ID EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 0, I-- 114-MAX. SHIM OADEAPPROVEO MULLION, FSC OMPLIANTPWNIINUM5TEEL FRAMINL OR STEEL STUD. MAY SE VERTICALOR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLE 0. INSTALLATION EQUAL OPTION 4 LEGSOX ANCHOREDTHROUGH FRAME FRAME INTO METAL SHOWN Anchor Substrate Min. Edge Min. Embedment Distance P.T. Southern Pine(SG=0.55) 9/16" 1-3/8" #12 Steel, 181 Alurlinum. 6063-T5 min. 3B' 0.063" SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 min. 3/8" 0.045" 18 Ga Concrete (min. 3.35 ksi) 1" 1-314" 410 1/4 SS C" teF Ungrouted CMU, (ASTM G90) 2-1/2" 1-114" X P.T. Southern Pine SG=0.55) 1" 1-3/8" Concrete (an. 2.85 ksi) 1" 1-3/8" 1/4" Steel IIDacen Ungrouted CIVIL,(ASTM C-90)1-1/4" P.T. Southern Pine SG=0.55) 1" 1-318" 8) USE ONLY � FATHEAD ANCHORS IN J MB& PM HEXA` B)USEF RANCH RSIN THE JAMBS. PANMEXIFLAT HFADTYPE IS ALLOWABLEFOR ANCHOREE THE BEU C)'UNGROVTEO CMU" VALUER MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES VISIBLE LIGHT FORMULAS: (SHOWN FOR HLRISE SILL, SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH 0 FIXED LITE: BUCK WIOTH-4.12- HEIGHT (EQUAL-LITE) BUCKHEIGHT2-3.23' HEIGHT(PROVIEWT @FIXED LIM: BUCK HEIGHT? • 420' ®SASH: BUCK HEIGHT2-11A3 HEIGHT (CUSTOM SASH) @FIXED UTE: BUCK HEIGHT- SASH HEIGHT -255- @SASH: SASH HEIGHT-4AT 1) USE ONLY SUBSTRATE-APPROPRNTE ANCHORS LISTED ON TABLE B. FOLLOW EMBEDMENT AND EDGE DISTANCE UNITS. MY INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE OF THE WINOOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE B. ALL WOOD BUCKS LESS THAN 1.1 TZ'THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ME OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD RUCKS DEPICTED AS 2X ARE 1-17' THICK OR GREATER. IX AND 2K BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHRECT OF RECORD. 3) VISIBLE UGHTWDTH OR HEIGHT(ALM REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. Q* No. 58705P ,A ;it SS"O'NALLwOE,�`�� A LYNN MILLER. P.E. INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE DISTANCE EMBEDMENT -- 1 EDGE DISTANCE �I FIXED VISIBLE LIGHT HEIGHT I BUCK HEIGHT fi3T } SASH VISIBLE LIGHT HEIGHT L EXTERIOR 16 I-w5ep 42 NOTCHAT EACH ENO SEE TABLE 9. (SCREW SHOWN) 1/4•MA, EMBEDMENT SHIM —TYP.ANCHORME, EMBEOMENTAND EDGE DISTANCE PER SUBSTRATI SEE TABLE S. 1� USE EITHER 1 SWEEP LATCH@ MIOSPAN OR 2 BOTTOM LOCKS rl STANDARD SILL SHOWN. SEE 33 PREVIOUS SHEET FOR OPTIONAL HI -RISE SILL VERTICAL SECTION D-D EDGE DISTANCE a114'MAX SHIM V4-MAK SHIM O 5 SASHVISIBLE 17 r UGHTWIDTH EMBEDMENT 9 _ FIKEDVISIBLE _ h LIGHT WIDTH III 44 31 OR SB 5 I BUCK WIDTH HORIZONTAL SECTION C-C M. ANCHOR TYPE, EMSEDM.ENTANDEDGE DISTANCE PER SUBSTRATE, SEE DADE APPROVED MULLION, FRO TABLE 9. (NAIL SHOWN) CO MPLIANTALUMINUMVSTEELFRAMING 1M'MAX . SHIM OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 9. %IICIRI F I I!_HT P(3OA41 II AR RIGOR #12 STEEL INSTALLATION OPTION 7 ANCHORED THROUGH INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge Gistanee Min. Embedment 2-1/2' x .113" Box Nail P.T. Southern Pine (SG=O.55) &16" 2.43E 2-VT x.131" Common Nail P.T. Southern Pine (SG=0.55) 318" 2,438 2-IIY' x .146' Roofing Nail P.T. Southern Pine (SG=0.55) 318" 2.438 2.1 W x .145' Pealing Nail P.T. Southern Pine (SG=0.55) 319" 2AW P.T. Southern Pine (SG=0.55) 1/T 1.375 #10 Steel Tmsshead Screw or 912 Steel, 18A or 410 SS screw 0.125' Aluminum, 6061 min. 511T 0.125 0.OES' AM Steel 5/16' 0.05 O.D45• (18 Gal Steel Stud, Gr. 33 min. 5/16" 0.D45 A)MIN. VY:I IXHFAOS 9ET0NO TXE METAL SUaSIRATE. SHEETS T OR 0 FOR MRISE SILL) WIDTH SASH & FIXED LRE: SUCK WIDTH -4Ar HEIGHT(EOUAL-LITE) BUCKHEIGHTR-3.23' HEIGHT(PROVIEWn @FIXED LIM: BUCK HEIGHM • 428" ®SASH: BUCK HEIGHT2-1t.43" HEIGHTICUSTOMSASHI @FIXED LITE: BUCK HEIGHT -SASH HEIGHT -].SS @SASH', SASH HEIGHT -4.60" NOTES 1)USE ONLY SUBSTRATEAPPROPRIATE ANCHORS LISTED ON TABLE 9. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ONANYSIDEOFTHE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 4�3"�censIV 1, E '�F P pO ST E �..•(!/� A LYNN MILLER, RE. P.ElnlN 2.84 3.840' �- .062" 1.1 2.060" - - - - - --I z.nr T t A09' .OfiT .wr ,Ofiz' .9BT Oi FLANGE FRAME HEAD OO HEAU RAL FIN FRAME 2.190' { O FLANGE FRAME SILL O EQUAL LEG FRAME HEAD 279V 2.341• O6Y 7 L1u• L &INTEGRAL FIN FRAME SILL i 2.2]T 2.798- ,71 3.466' .06r 1.30P 170" I1 .120" uU 2211' 2.150' .0fi2" -4 -- Ia SASH TOP FAIL O FIXED MEETING RAIL 1 J00• 15 SASH BOTTOM RAIL - HI -RISE O EQUAL LEG FRAME SILL 2.56W 2.)z 062"d" OFIANGEFRAMEJAMB 910 FLANGE FRAME SILL HI-RISE — 31BP .062- 2.T24" 1.125' OINTEGRAL FIN FRAME JAMB 1.1z� OINTEGRAL FIN FRAME SILL-H4RISE 22]r �1 T SILICONE 1 6TRUCNRAL PoLYISOBUTYLENE tld"NOM. WRH 2.105' 'W2:� • DESICCANT 95' .O6Y +d _i EXT. GLASS 1.30W f INT. GLASS 1,30V to ]0 XODISPACE 4SG TPS SASH BOTTOM RAIL n SASH 310E RAIL I-� LAW ,J 3{...�� I-�- 4 b22• +1 f .82]' I .EJ-4' IL}��1 .485' �.61T I .01t 3" I I �T I 802" .002" .00r 1.3]0' Imo-- DTP .0]0' � ,0W .05P &COWER CNOR OSASHSTOPCOYER ®IGBEAD E)IS SNAP DEAD Oy1P UU&I BEAD O7It6'LAMIBEAD 2 O6P 062" 2.T24- O EQUAL LEG FRAME JAMB OEQUAL LEG FRAME SILL HWISE HOT MELT BOWL STRUCTURAL W16'NOM. SILICONE FOAMWI H DESICCANT EXT. GLASS INT, GLASS fl SUPER SPACER' NXT" ALUMINUM POLYISOSUTYLENE UESICCANTFILL REINFORCEMENT SEAL SWIVNOM. ROLL -FORMED SILICONESEAL BUTYL*1,T. USSTAINLESS STEEL DESICCA FOA EXT. GLASSEXT. GASS GS INT. GLASS 8DURASEAL-SPACER OXL EDGEn SPACER LYNry�� Q; f �. � No. SBTOS '. Cam: p 'ONAL A LYNN MILLER PE P E.05870 Here PGT Part Desrtpeon Material 1 842001 Head, Flange Alum. 606 W 2 624017 Head, Integral Fin Alum. 60W16 3 624D28 Head, Equal -leg Alum. 5053-TS 4 624D04 Jamb, Flange Alum. 606bT6 4A Jamb, Flange (Used Far Akemate Radius Top Head) Alum. 60S3T52 5 624D20 Jamb, magnet Fin Alum. 6053-16 54 Jamb, Integral Fin (Used For Allemale Radius Top Head) Alum. 6081T52 6 624031 Jamb, Equal4eg Alum. 60 3-T6 BA Jamb, Equol4eg (Used For Allemale Radius Tap Head) Al.. 6063-T52 7 624002 Sill, Flange Alum. EMITS 6 624018 Sill, Integral Fin Alum. 60153-T5 9 624029 Sill, Eq"4eg Alum. 6063-T6 1D 624003 Silt, HLRIse, Flange Alum. 6053- B 11 624019 Sill, Hi -Rise, Integral Fin Alum. 6063-TB 12 6240M Sill, HI -Rise, EquaHeg Alum. Sell 13 624OW Sash Top Rail Alum. 600SA-761 14 624005 Fbled Meeting Rail Alum. 6005A-161 15 624012 Sash Bottom Rail -Hi-Rise Alum. 60W-TB 16 624068 Sash Bottom Rail Alum. 6063-TG 17 624007 Sash Side Rail Alum. 6053-TB iB 1 624051 lHead Anchor Corer Al.. 606}m 19 624015 Sash Stop Alm. 606346 25A 624009 IG Bead Alum. 6063-T5 250 624011 IG Snap Bead Alum. 60B Z 26 624013 5116' Land Beading Alum. 605346 27 624026 7116-Lamt Beading Alum. 606346 30 6TP247 Glazing Bead. BNb Vinyl far N624023 Vinyl 31 6TP248 Glan irg Bead, BUD Vinyl (ar 11624009 & 0U4011 Vinyl 32 724M Sweep Latch Top Ral) Cast Z. 33 624049 Bottom Latch (® Sill) Alum. 61]63.T6 34 Setting Black(1(B' Xllr X4') Neoprene 35A IG Sevmg Block (118- X 3r4' X 4') Neoprene 35B 724014 IG Snap Setting Block Vinyl 36 724044 bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Polyethylene 41 724053 Meeting Rail Gasket Polyethylene 42 612261) Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270' X .187', Fin Seal (Q MR) 4d 67S16G Weatherstrip, .170' X.27O', Fin Seal Sash Side Rail) 45 Weatherstrip, .17W X.18T, Fin Seal Top Sash Rail) 46 1 varies lBalanm with Cover &Tam Rigid Vinyl 51 781PS0X M8X1-PHSMS(Assembly) Stainless Steel 55 7B34AA de XW/ Ph. PNSMS(Balance) Stainless Steel 83 Alum. Screen with Fiberglass Mesh Varies ]0 - Kommedvg Kodispace 4SG TPS 71 Ouanex Super Spacer NG See Sheet 10 for 72 Ouanex Dumsea Spacer Materials 73 1 Carmr d XL Edge Spacer 74 1 Dow 791, 899 w GE 7700 Backbedding Silicone JAMB NOTES: INTERIOF 123 1)ALL CORNERS TO USE GASKETANO/OR SEALANT. 2) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. SASH SIDE RAIL ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMIfAR). SASH BOTTOM RAIL INTERIOR Li TABLE 10: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: Material I Min Fr Min F„ Sleet Screw 92 ksi 120 ksi 1&BScrew Wkci 95 kci 410Scam Wkci 110k7 Elc4 MUaCme 410 SS Elco CnReRex 155 ksi 127.4 ksi 177 ksi 109.7ksi 606XIS Alum. 16ksi 22 ksi AM Skit W ksi 58 kei Gr. 3351eNSlud as ksi 45 ksi no Y rcc 0 o 0 N 0 atop 0 N 0 a� o 0' 2: B'(ad. Vi ' n 2Ul oee p n .... al) LUUm J, aN n > v �Z° 0 1- Z C7 Z J LL 0 x F- � O g W ❑ Z w raay5 o 'a C U w U Z � 0 n V Q m >T1 'tap a ,ug ``lptuurytq o �` NV LYNN '., MiZ, �o.I.... .. j�Q1. �\GENS6 '•. CAP *: N>o. 5�6]OS. A LYNN MI11ER PE REO sales