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HomeMy WebLinkAboutProduct Approval -Y FILE copy AMERICAN CRAFTSMAN WINDOWS ` IDLY GEM WINDOWS / C� Silver �4AMERIICAN CRAFTSMAN WINDOWS I SILVER LINE WINDOWS AND DOORS �T �4e ��4�> INE WINDOWS IN WWSAND SILVER IME EM WINSAND DOORS yc` LG` ONE SILVERLINE DRIVE l9(y SERIES 2723 (PART#230295), 2724, 2728 (PART#230296) -. H�� NORTH BRUNSWICK,NI 08902 PH:(800)234.4228 STRUCTURAL BEAM MULLION HVHZ IMPACT \ �� a ( ) ( ) �. NZo � z GENERAL NOTES: W1 W2 L -�a a 4 R II gp8 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 4 �0�� BUILDING CODE(FBC),INCLUDING HVHZ ANO HAS BEEN EVALUATED ACCORDING TOTHE FOLLOWING: M Zi CL Zq 9 A 1 1 TAS 203-94 TAS 202-94 ¢ m z Z TAS 201-94 `Dc Q ASTM E330 I 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND FORCE N n v w L RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE h N Z K (a FOUNDATION ISUE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF B �+� t7 w INSTALLATION. 3. SX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHOREDTO PROPERLY TRANSFER ALL LOADS TO REMARKS BY DATE THESTRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. A 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT,AEFLECT ACTUAL CONDITIONS FOR 4 A SPECIFIC SITE.!IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECTSHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS A DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM Tnc NSTMunon acTAiuocscwaLD xIaHNAacwaw 4 AND MAYNOT REF ERACIUMOINOmONS FOR ASKCR MIAMI-DADE RER, sRE.P91�E canDmcxstausEmnauATnm TD DLxArz iR�F1 TXE RECURPNDIf9DRNLEDNFaFm,ALICRI$ED f NGMFFR DR AM]Qf FR SHUT�REP4RE Y![SPFFiK S. MULLION&CUP MATERIAL:ALUMINUM 606346 G 4 W2 4 Digitally sl IVIIWVJ Norem P $ 6. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL L Reasm��b s{16fy�y�ettE Date• .49. UIj 7, SEESHEETSS-10fOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, ,�` •..• .., MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. B L �� � ES•', e B B �' 0 : 8. IN ACCORDANCE WITH THE CURRENT FBC CH26 DISSIMILAR METALS INCLUDING FASTENERS MAY COME 4 4 N7 7 INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. 4 Wl 4 TABLE OF CONTENTS0 10 SHEET REVISION SHEET DESCRIPTION A A , s O i 1 GENERAL NOTES AND TYPICAL ELEVATIONS 4 L Wl --{ W2 —� A .€'a 7377Fa- BU�i010 DROP INC R E.DAM WAH 2 MULLIONS CROSS SECTIONS L DANA FSE w +rs,BL7IONN>295783 ANCHOR CLIP CONFIGURATIONS TYPICAL ELEVATIONS FL#: 4 VERTICAL SECTIONS&ANCHOR SCHEDULES INSTRUCTIONS: F L6067 5 ANCHOR LOAD TABLES FOR 2723(PART#230295)ONE-WAY MULLION 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. DATE: 02/11/19 2. CHOOSEAMULLIONTHATPROPERLYFITSTHEFENESTRATIONPRODUCT. DWGHR CH.8 6 ANCHOR LOAD TABLES FOR 27231PART#230295)TWO-WAY MULLION 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULUONS: • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MUL. ASSEMBLIES CONSSTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE L IPE MULLIONSF ONE-WAY REQUIRESCALE: NTS HFN 7 ANCHOR LOAD TABLES FOR 2724 ONE-WAY MULLION USE OF TWO-WAY MULLIONS. 6 ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION USING VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING DwG.#: SW D015 USING CHARTS ON SHEETS 6-10. SHEET 9 ANCHOR LOAD TABLES FOR 2728(PART#230296)ONE-WAY MULLION S. QUALIFIED CUP TYPES APPEAR ON SHEETS 3&4.MULTIPLE ANCHOR TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 10 ANCHOR LOAD TABLES FOR 2728(PART TWO-WAY MULLION 6. THE LESSER DESIGN PRESSURE OR MUWON OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY ( DESIGN PRESSURE RATING. OF 10 Silver Line wlNoowe•0001R�� AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS SILVER NNE WINDOWS AND ODORS ONE SILVERUNE DRIVE NORYH BRUNSWICK,NI OSS 7 PH:JSD0)2344nB ^ z , z a � g z o� up z� a N:'R eta j C m Q a�% C 1.00" En.Qa 'm� n SD i m m i1N a a Rn a 0.10" 0.1011 010" Ln O REMARKS BY DATE N O LA N Om 0p I m v N m O N N N m O O uxsYAwnoN DErNUDEwuecoxEmw=ambn AND MAY NDY AMU AMAL CDN omoNS POR A SKOR SIZE.IFSREConDIIIDNsuuscOYsrALLAYiDNFD DENAtt iNDMixENEWOIFNEMSDETNIEDNERERI,AULENSFD ENGM[FRDRARDRECR SIULLRRVARF SRE SDETdK 1.00" 2.00'E I 1.00" ����� •, .. O i���i, SERIES 2723 (PART#23029S) SERIES 2724 SERIES 2728(PART#230296) �0 TUBE MULLION I TUBE MULLION '* TUBE MULLION N z � 0 S.A OF I i�� O IQP•�'•Ki�C NOTE: 1. MULLION PROFILES SHOWN ABOVE ARE i HF70®e� .711 N- OF ALUMINUN4, 6063-T6 MATERIAL i ��oRUWADU lm 2. SEE SHEET 3 FOR SPECIFIC CLIP TYPES ' FSPE�'F'°`" '°E"'�°'° � � FL N: AND DIMENSIONS. FL6067 DATE: 02/11/19 DWGHR cHKHFN e - SCALE: NTS DWG.#; SWD01S SHEET OF 10 r, _ 7.68" 7.68" Silver Line wlHDow�•000ge- 1.12" 2.25" 1.12" CAN CRAFTSMAN VAN DOWS 2.25" 2.25" 2.25" E'ENPLYG M WINDOWS SILVER UNE WINDOWS AND DOOR' ONE SILVERUNE ORNE NORTH BRUNSIN0E,NJ 03907 PH:(800)2344778 Naz z� O 0 R�m N� O HIM Q DCS Na -�W m M. ' 0 y —o " n o0 m W ESN ¢ a <3 SEE DETAILS 1&2 - SEE DETAILS1&2 _ REMARKS BY I DATE Ln BELOWN N BELOW O N O N TX[IN7TALLATIOHORNLSDlAWA[O NEm ARCUFNW AND MAY NOERE"ECTAR ALCONOBIONSIORAPEOn SNE.D SNE CONDIRONS GUY DHTAWDMI TO DATTE fRON TMFREDUNYNENESDFiARFO NEREDAAU[[NSED 7.68" 7.68" FNOMEERORAADOTFCi SMALLP EPARF bRESRCiK %%%Nuuurrr,�� MULLION ANCHOR BRACKET 50-2722(PART#230297) MULLION ANCHOR BRACKET 50-2722(PART#230297) `� •• ,. o ''�,,�� ALUMINUM (6063-T6) ALUMINUM (6063-T6) �� e s 'A0% (6)ANCHORS FOR WOOD SCREW OR MULLION TO MULLION ANCHORING (4)ANCHORS FOR CONCRETE&CMU ANCHORING =* _ N 7 7 c; ya AO,�N S b 1 P;'���► N N O O MU P HD 77770 BunOA DROPS We 798 E OA DWI BLW/]Y DANA BEACH.R m N fBPE mIT.Qi AUMORRATNNI Nn 205" DETAIL 1 DETAIL 2 FL#. FL6067 COUNTERSINK HOLE THROUGH HOLE DATE: 02/11/19 NOTE: DWG.BY: CH HFN 1. EITHER OF THE DETAILS SHOWN ABOVE CAN BE USED AS THE TYPE OF HOLE SCALE: NTS THROUGH THE MULLION ANCHOR BRACKET,AS LONG AS MIN. EDGE DWG.#: SWD015 DISTANCE AND MIN, EMBEDMENT REQUIREMENTS ARE MET. SHEET 3 OF 10 E, MIN,1-3/8" 1 ANCHOR,#8-3/4"SELF DRILLING SCREW FROM MAX 2-1/,V' NIAX,11/8" S EACH SIDE OF THE Silver Q EDGE DISTANCE @r LineSUBSTRATE BYOTHE MIN.1/2" MULLION INTO THE w1HDowe•DooeA� EXTERIOR A INTERIOR EXTERIOR BRACKET,STAGGERED AS AMERICAN CRAFTSMAN WINDOWS NECII it MULLION ANCHOR J_ INTERFERENY TOCE AVOID SILVER N EWNDOWWINS�DDOORS INTERFERENCE II II BRACKET50-2722 VERTICAL j j I j (PART#230297) __ oNEsnvERNNEDRrvE MIN. NORTH BRUNSWIOf,NJ 08902 MULLION II II MAX.11/8' EDGE DISTANCE PH:(800)2344228 MIN.1/2" 1 ANCHOR,#8-3/4"SELF I I 1/4"MAX. N�2 z DRILLING SCREW FROM I I I I _ MIN.1-3/8" N C) EACH SIDE OF THE' I I ---------- s^MAX.2-1/4" `'-as a MULLION INTO THE EDGE DISTANCE C)m z z dig BRACKET,STAGGERED AS M p Qo o'6 NECESSARY TO AVOID MIN.EMB. N¢aE o s INTERFERENCE VERTICAL Cc ti DO�-' p g Q MULLION cr~,VU J W SUBSTRATE BY OTHERS MULLION ANCHOR N m m BRACKETSO-2722 0 n EDGE DISTANCMIN. INTERIORej (PART#230297) N^ry MIN.EMB. 'I wao Q 1/4"MAX. REMARKS BY GATE A ANCHOR DETAIL - ANCHOR DETAIL 4 ULLION ANCHOR BRACKET 50.2722(PART#230297) 4 MULLION ANCHOR BRACKET 50-2722(PART#2302971 MF RHTA 0 OtTML50E5UV0C0 HEA ; ANDMAYNOTRERERACfLLLLfLNDmONSpRA SRF.IiOKCONORIONS�OISTALLAiIONTOBMW Auc maM THE uynaFMEnrsosruuDxswERCFnsED (6)#12 SELF sxRMEFADNAKWTFC sxALLPMBA LL sr ssoToc MIN. DRILLING SMS SCREW ANCHOR SCHEDULE FOR MULLIONS ,���LLIIL��A� EDGE HORIZONTAL %%%� DISTANCE TRANSOM INSTALLATION SCREW EMBEDME EDGE `��� O 'kiwi MULLION SUBSTRATE TYPE QTY PER ANCHOR TYPE NT DISTANCE `� I. G.. ,A ii LOCATION (IN.) (IN.) O 1/4"MAX. * N MIN.EMBED ANCHOR BRACKET MAX.11/8' I I I VERTICAL WOOD 50-2722(PART 6 #12 WOOD ANCHOR 1.5 0.75 � - O IDP•'' g MIN.1/2" II e I MULLION 1 ANCHOR,#8-3/4"SELF #230297) GRILLEACHING SCREW FROM MULLION ANCHOR i i i MULLION IN O THE CONCRETE/SIDE OF THE ANCHOR BRACKET ��� � G s d��`� BRACKET 50-272250-2722(PART 4 (PART#230297) I i i i BRACKET,STAGGERED AS MASONRY ' ITW TAPCON 1.0 2.00 DRa�s M NECESSARY TO AVOID #230297) eee E.DAM DUCH 8LML me EXTERIOR INTERIOR INTERFERENCE ALUM. ANCHOR BRACKET FBPE CERT.OF AU1HQF FL NN 29878 MIN.1-3/8" MULLION/ALUM. 50-2722(PART6 #12 SELF-DRILLING SMS 3 THREADS 2.00 FLM MAX.2-1/a" EDGE DISTANCE /STEEL #230297). F L6067 DATE: 02/11/19 VERTICAL SECTION NOTE NOTE DWG.BY: CHK.BY: 4 ALUMINUM MULLION -HEAD,SILL AND JAMB HAVE DETAILS SHOWN ARE TYPICAL FOR ALL HR H FN SIDE VIEW-VERTICAL SIMILAR DETAILS MULLION&CLIP ASSEMBLIES.SEE SCALE: NTS 3 SHEETS 5-10 FOR ALLOWABLE MULLION DWG.#: SWD015 CONFIGURATIONS,SIZES,AND DESIGN @ PRESSURES. SHEET OF 10 I ) t Y I Silver Line MAXIMUM DESIGN PRESSURE CAPACITY CHART PSF:STRUCTURAL MULLIONS ONE-WA dwLNoow2.DooN�- 9 L-Mull W-Tributary Width(in) AMERICAN CRAFTSMAN WINDOWS Length in PLY GEM WINDOWS ( 18.0 20.0 22.0 240 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 SILVER UNE WINDOWS AND ODORS 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ONE SRVERLWE DRIVE 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 -10-0.0 100.0 100.0 100.0 NORTH BRUNSWIOE,Ni 08902 28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 PH:(800)234-4228 30.0 100,0 100A 100.0 100.0 100,0 10010 100.0 100.0 100.0 100.0 10o.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N Nz 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N o 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION En a 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 r L N m:3 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Eon o o 0 3 40.0 100.0 1100.0 1 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 1 100.0 1100.0 100.0 1100.0 100.0 100.0 1100.0 100.0 100.0 MULLION �9 Z s 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 L E.-II- 44.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I `Cc NO j 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 _IL a Z 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 160.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 W2 ^EV `� 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N 100.0 100.0 100.0 �L 54 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 F a 56.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 ss.o ONE-WAY MULLION DIAGRAM5 REMARKS BY DATE 58.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 95.9 94.6 93.6 92.8 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 96.5 94.2 . 92.3 90.7 89.3 88.2 87.3 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 94.5 91.9 89.6 87.7 86.0 84.6 83.4 82.5 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.6 93.2 90.3 87.7 85.5 83.5 81.8 80.4 79.2 78.1 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.7 89.3 86.4 83.9 81.7 79.7 78.0 76.6 75.3 74,2 68.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 80.4 78.2 76.3 74.6 73.1 71.8 70.7 AT- „E NE TAWAD OE ARS Df SC aBEO HEN W 70.0 10D.0 100.0 100.0 100.0 100.0 98.4 93.6 89.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 DMWNCNAEEI[CFACTUALCQv X!IFOAASPL DnUW 72.0 10D.0 100.0 100.0 100.0 100.0 95.1 90.3 86.1 82.5 79.4 76.6 74.2 72.1 70.2 68.5 67.0 65.7 64.5 SERE THEm„omoxNTSOETH MST NnuunaNmUMSED IpOMOIE REEMIICMDRSOETAlI2DNEMDLAIICCNSED ENGIN EFA DII AR[NRER SHALL PMPARE S IR EPECIN C 74.0 100.0 100.0 100.0 100.0 97.3 91.9 1 87.2 1 83.2 1 79.7 1 78.6 1 73.9 1 71.5 1 69.3 1 87.5 65.8 1 64.3 63.0 1 61.8 TABLE NOTES: � a �"'E..o SO• 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS N 7 7 &CLIP DETAILS. * S A OF 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. :A 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. ��i 0 IDP••'• /. S. ANCHOR REQUIREMENTS:4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. � �s'SO •WOOD:#12 WOOD SCREWS + + + �kP liaise CMU:1/4"ITW TAPCON EAIDOBIO DRaPa a0 • ]9A E NA B ACAW BLw, 328 DANA BEACH,n moo)' •CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722{PART#230297) EWZ CERT.OF ADTHamA"w Na nm •METAL:#12 SELF-DRILLING SCREWS(GRADES) ALUMINUM(6063-T6) FLa: 6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 02/11/19 WOOD SHALL BE MIN.S.G.=0.55. DWG.BY: CHK.BY: •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 211. 020 2.12• 3.2S' O HR HFN HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. SCALE: NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". 0'81 O il + + Dwa s: SW D015 CONCRETE SHALL BE MIN.4000 PSI. .METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 1 ---I 2.00 SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.111 2723 MULLION ANCHOR BRACKET 50-2722(PART#230297) THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230295 ALUMINUM ANCHORING FOR CONCRETE ANCHORIRI NG OF 10 g MAXIMUM DESIGN PRESSURE CAPACITY CHART)PSF):STRUCTURAL MULLIONS(TWO-WAY) ED Silver Line WIN DOWS••OOR9' L-Mull W-Tributary Width(In) AMERICAN CRAFTSMAN VAN00VlS Length(in) 1&0 20.0 22.0 24.0 26.0 280 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 INEPLYWIN WINDOWS AND SILVER LINE WINDOWS 0000.5 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 ONESILVERLINE DRM 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.01 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWICK,NJ 08902 28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Iloo.0 100.0 100.01 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 1 PH:(IWO)23"228 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 ^ Z LS 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.8 N>p z 34.0 .100.0 100,0 10010 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.3 36.0 1 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 97.5 93.2 89.3 85.8 82.5 OE) p_GG 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 92.3 88.3 84.6 81.2 78.1 "��o ¢o 3 g 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 91.9 87.7 83.9 80.4 77.2 74.2 M a a 0 m 3 a 4 L MULLION �W z 0 2 3 3�• GfG 42.0 100.0 100.0 100.0 100.0 100.0 100.0. 100.0 100.0 100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 Kr�Do`z o 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 92.3 87.7 83.5 79.7 76.3 73.1 70.2 67.5 _T `¢¢N o 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 93.2 88.3 83,9 79.9 76.3 73.0 69.9 67.1 64.5 MULLION w2 rn 7K> Z� i DO 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 94.6 89.3 84.6 80.4 76.6 73.1 69.9 67.0 64.3 61.8 -I n 00 m 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.8 65.8 81.2 77.2 73.5 70.2 67.1 64.3 61.7 59.4 L ,^q N 52.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 W a 54.0 100.0 100.0 100.0 100.0 100.0 100.0 95,3 89.3 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0 `;' y `� a 56.0 100.0 100.0 100.0 100.0 100.0 98.4 91.9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57.4 55,1 53.0 58.0 100.0 100.0 100.0 100.0 100.0 95.1 88.7 83.2 78.3 73.9 70.0 66.5 63.4 60.5 57.9 55.4 5312 51.2 REMARKS BY DATE 60.0 100.0 100.0 100.0 100.0 99.0 91.9 85,8 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 49.5 62.0 100.0 100,0 100.0 100.0 95.8 88.9 83.0 77.8 73,2 69.2 65.5 62.2 59.3 56.6 54.1 51.9 49.8 47.9 64.0 100.0 100.0 100,0 100.0 92.8 86.1 80A 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4 TWO-WAY MULLION DIAGRAMS 66.0 100.0 100.0 100.0 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61,6 58.5 55.7 53.2 50.8 48.7 46.8 45.0 66.0 100.0 100.0 100.0 94.6 87.3 81.1 75.7 70.9 66.8 63.1 59.7 56.8 54.1 51.6 49.4 47.3 45.4 43.7 70.0 100.0 100.0 100.0 91.9 84.8 78.8 73.5 88.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 44.1 42.4 cwsTA unOx oeru soEs wELONLw AREGENO o Nur n m RnlEn ARUAL mwomons FOR A s.[6 Nuc N vrE mxwnaNs uusE v"TuunO x ro DENATE 720 100.0 100.0 97.5 89.3 82.5 76.6 71.5 67.0 63.1 59.6 56.4 53.6 51.0 48.7 46.6 44,7 42.9 41.2 TRIBUTARY WIDTH= WAG EN01Nrima Ae�OmEc s°xuLvumu E"` c"s a 74.0 100.0 100.0 94.8 86.9 80.2 74.5 69.5 65.2 61.4 57.9 54.9 52,2 49.7 47,4 45.3 43.5 41.7 40.1 TABLE NOTES: `� �� E•g'• �O�i 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS _* N 7 7 &CLIP DETAILS. S A OF 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. O IOP.' ` 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. 5. ANCHOR REQUIREMENTS: H��l�Lb%%%N k,, •WOOD:#12 WOOD SCREWS FLORIDA oR0N.73Oa •CMU:1/4"ITW TAPCON '°°WMAMA1 OJw100t J1° •CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) FT6E CDRr.Or AUTNK287ATION Na 295" •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL a° 6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". 77 DATE: 02/11/19 WOOD SHALL BE MIN.S.G:0.55. DWG.BY: CHK.BY: •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". 0.10' 2A7' 3,ss O O h I HFN HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90, •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". oars WG.I NTS D CONCRETE SHALL BE MIN.4000 PSI. DWG.a: $WD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T7 1.00 SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" 2723 MULLION ANCHOR BRACKET 50-2722(PART#230297) THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230295 ALUMINUM ANCHORING �0 FOR CONCRETE ANCHORING OF 10 g MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) Silver Line L-Mull W-Tributary Width(in) WINDOWs.DOOR{- AMERICAN CRAFTSMAN WINDOWS a Length(in) 1&0 20.0 22.0 240 26.0 280 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 480 50.0 52.0PLY GEM WINDOWS SILVER UNE WINDOWSAND DOORS 24.0 100.0 -100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTTHHBRUNswKK Mo8902 28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 PH:1800123"220 30.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 'I 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0• 100.0 100.0 100.0 100.0 100.0 100.0 N 2 o z S 34.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 snV; - 36.0 100.0 1 00.01 100,0 100.0 100.0 1100.0 1100.0 100.0 100.0 1100.0 1100.0 100.0 1100.0 1100.0 100.01 100.0 100.0 100.0 Muwo 02 w m a 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ` N z C2 Fa- c 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 m a a 17 3 m 42.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 1100.0 100.0 1100.0 1100.0 100.0 1100.0 100.0 100.0 MULLION 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 a °�°N o 0 3 a 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 y 5$ 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N oo GGA m m 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 106.0 100.0 105.0 100.0 100.0 100.0 100.0 wl 52.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 106.0 100.0 100.0 100.0 100.0 100.0 100.0 54.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 `^ W 56.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 ~ ii 58.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 95.9 94.6 93.6 92.8. ONE-WAY MULLION DIAGRAMS REMARKS BY DATE 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99,1 1 96.5 94.2 1 92.3 90.7 89.3 88.2 87.3 62.0 00-01100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 94.5 91.9 89.6 87.7 86.0 84.6 83.4 82.5 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.6 93.2 90.3 87.7 85.5 83.5 81.8 80.4 79.2 78.1 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.7 89.3 86.4 83.9 81.7 79.7 78.0 76.6 75.3 74.2 68.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 80.4 78.2 76.3 74.6 73.1 71.8 70.7 70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.8 89.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 ....muniRR�A LONOIfNk 510 ASR[ 72.0 100.0 100.0 100.0 100.0 100.0 95.1 90.3 88.1 82.5 79.4 78.6 74.2 72.1 70.2 68.5 67.0 85.7 64.5 saDSEco�DmonswsEmssAunoNTooEnASE iROM THE AEWEMDEES OETAl1ED RFIIEM.A 11O!NSEO 74.0 100.0 1100.0 1 100.0 100.0 97.3 91.9 1 87.2 1 83.2 79.7 76.2 1 73.0 70.2 67.7 65.5 63.5 61.8 80.2 56.9 EHDwEuonuoorEc swuLMEPA•sNesvEan: TABLE NOTES: ��•` ����•E•. •. ,AO's 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS * : N 7 7 &CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. A_ 3 A OF 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. �.'��� 0 1104. SEE S. ANC OER REQUIREMENTS:ET 3 FOR SPECIFIC BRACKET DIMENSIONS. $I + I I$I $I 'll I p 2 rGC�G�J` 1 IAlDH9 r.N PL •WOOD:#12 WOOD SCREWS ftWM PL ND 73225 •CMU:1/4"ITW TAPCON xe E.N'o°fDNDA"'D w/s>e DANA WJM.EL I.WDi FSE •CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) WET.OF ALTIMM ATION No.200 •METAL:#12 SELF-DRILLING SCREWS(GRADES) ALUMINUM(6063-T6) FL it: 6. INSTALLATION SUBSTRATES: -I 1•m' I- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 02/11/19 WOOD SHALL BE MIN.S.G.=0.55. DWGHR OHKI-IFN •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". 0.101 207 2.R2 O + - - .t HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. SCALE: NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF -3/4"&EDGE DISTANCE OF 2". 0.25' DWG.n: SWD015 CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 1.00^ SHEET STEEL SHALL BE MIN.18 GA.(0.04511 THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" MULLION ANCHOR BRACKET 50-2722(PART#230297) �j THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. 2724 ALUMINUM(6063-T6) 0 FOR CONCRETE ANCHORING OF 30 I, I MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) FR Silver Line 9 WINDOWS-00002-L-Mull W-THbutary Width(in) AMERICAN C EMWIN NWIHOOWS ' Length(in) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50,0 52.0 SILVER UNE ww OWSANO DOORS 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0ONE SILVERLINE DRIVE NORTH BRUNSWICK,NE 08902 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 PH.(800123"228 28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0N N Z z E 32.0 100,0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.8 34.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.3 a 36.0 100.0 100:0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 93.2 z 69.3 85.8 82.5 o in C� Q D: 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 92.3 88.3 84.6 81.2 78.1 Emy M i°a Iil � F, 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 91.9 87.7 83.9 80.4 77.2 74.2 L ��,S g2 42.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 x 1_DO Q cc­1 44.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 97.5 92.3 87.7 83.5 79.7 76.3 73.1 70.2 67.5 _T MULLION ° a 5y�> 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 93.2 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5 MULLION W2 Tn` 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 89.3 84.6 80.4 76.6 73.1 69.9 67.0 64.3 61.8 -I N `a o 50.0 100.0 100.0 100.0 '100.0 100.0 100.0 100.0 96.5 90.8 85.8 81.2 77.2 73,5 70.2 67.1 84.3 61.7 59.4 7 L w N r 52.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 a a 54.0 100.0 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0 W' h 56.0 100.0 100.0 100.0 100.0 100.0 98.4 91.9 86.1 81.1 76.B 72.5 68.9 65.6 62.6 59.9 57.4 55.1 53.0 REMARKS BY DATE 58.0 100.0 100.0 100.0 100.0 100.0 95.1 88.7 63.2 78.3 73.9 70.0 66.5 63.4 60.5 57.9 55A 53.2 51.2 1 t j 60.0 100.0 100,0 1100.01 100.0 99.0 91.9 85.8 80.4 75.7 71.5 67.7 64.3 61.3 56.5 55.9 53.6 51.5 49.5 4---A 62.0 100,0 100.0 1100.0 100.0 95.8 88.9 83.0 77.8 73.2 69.2 65.5 62.2 59.3 56.6 54.1 51.9 49.8 47.9 64.0 100.0 100.0 100.0 100.0 92.8 86.1 80.4 75.4 70.9 67.0 63.5 60.3 57.4 1 54.8 52.4 50.3 48.2 46.4 TWO-WAY MULLION DIAGRAMS t72. 100.0 100.0 100.0 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.8 45.0 100.0 100.0 100.0 94.6 87.3 81.1 75.7 70.9 68.8 63.1 59.7 56.8 54.1 51.6 49.4 47.3 45.4 43.7 Ei6TRWHOH OE NEDES NEED XERFw RREGEN 100.0 100.0 100.0 91.9 84.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 _ 50.1 47.9 45.9 44.1 42.4 IRON 111E R[OV91 W FRES OFTMFD REIIEd, O�Mm 100.0 100.0 97.5 89.3 82.5 76.6 71.5 67.0 63.1 59.6 56.4 53.6 51.0 48.7 46.6 44.7 42.9 41.2 TRIBUTARY WIDTH=:1 100.0 100.0 94.8 86.9 80.2 74.5 69.5 65.2 61.4 57.9 54.9 52.2 49.7 47.4 45.3 43.5 41.7 40.1 s TABLE NOTES; :` �� E• �0�� 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS =* : N 7 7 &CLIP DETAILS. 'o S A OF 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 00 - O IDp•,' 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. '.1//, O S. ANCHOR REQUIREMENTS: v PE •WOOD:#12 WOOD SCREWSLQF WKAEoX No 7377a •CMU:1/4"ITW TAPCON E� DE S ol'�0721 •CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) FL#: METAL:#12 6. INSTALLATION UBSTRATES:ILLING SCREWS(GRADE 5) ALUM--11.00• I- FOR WOOD SCREW OR MULLION ONNUM 60O MULLION ANCHORING F L6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 02/11/19 WOOD SHALL BE MIN.S.G:0.55. DwGHR CHK.BY; •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". o.2a 2.07• 2.82• o -�- -�- O HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90, SCALE: NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". 0.250 DWG.R: SW D015 CONCRETE SHALL BE MIN.4000 PSI. SHEET •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. L.oO STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" MULLION ANCHOR BRACKET 50-2722(PART#230297) THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. 2724 ALUMINUM ANC" FOR CONCRETE ANCHORING OF 10 E MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS ZONE-WAY) W-Tributary Width(in) Silver Line L-Mull WINDOWS-booms- Length(in) INDOWS-booms- Length(in) y8.0 20.0 22.0 240 26.0 28.0 30.0 132.0 34.0 36.0 38.0 40.0 1 42.0 44.0 46.0 480 50.0 52.0 AMERICAN CRAFTSMAN WINDOWS PLY GEM' 240 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 SILVER LINE WIN OIWS ANO DOORS 26.0 100.0 •100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ONESILVERLINEORIVE 28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWICK, PN:(UNSWI K,2211 2 NJ 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32.0 1 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N j Z z 6 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ^� g 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Q�#A 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION M N Ca c s s 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ` f�'M ao Q m;a a h fi W Z� Z 55.. 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 �[�`o o;l- MULUON 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 L `¢¢ m 46.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0. 100.0 100.0 m° cc 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1011.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I I� WL a ry a 52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Fsr"EF a 56.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 REMARKS BY DATE 58.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 1 95.9 94.6 93.6 92.8 ONE-WAY MULLION DIAGRAMS 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 96.5 94.2 92.3 90.7 89.3 88.2 87.3 62.0 100.0 100.0 100.0 100.0 100.01 100.0 100.0 100.01 100.0 97.5 94.5 91.9 89.6 87.7 86.0 84.6 83.4 82.5 64.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 96.6 93.2 90.3 87.7 85.5 83.5 81.8 80.4 79.2 78.1 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.7 89.3 '86.4 83.9 81.7 79.7 78.0 76.6 75.3 74.2 EINF1NU roH GENSOESOx°EU-ARIEFN 68.0 100.0 1110.0 100.0 100,11 100.0 100.0 97.1 92.8 89.0 85.8 82.9 80.4 78.2 76.3 74.6 73.1 71.8 70.7 MArna FmE TAnwumxorc Ons FfR ASNv v16rcIM mNdNGx3 Y psT�"ATDHTOLIENATE EPOMTNE R[pILWFNF1113NEi/i11FDNfREINALI[fNFm 70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.6 89.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 72.0 100.0 1110.0 100.0 100.0 100.0 95.1 90.3 86.1 82.5 79.4 76.6 74.2 72.1 70.2 68.5 67.0 65.7 74.0 100.0 100.0 100.0 100.0 97.3 91.9 87.2 83.2 79.7 76.6 73.9 71.5to TABLE NOTES: � ��'E•.S 'Po�� 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS * : N 7 7 &CLIP DETAILS. _ 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. S A OF 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. I 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. ���� O 5. ANCHOR REQUIREMENTS: �Ss O •WOOD:#12 WOOD SCREWS BUIUDINO DROPS,IN Ce • CMU:1/4"ITW TAPCON ase ED DIMDSA Naos SW&M II PEPS OF AUWCC=ArM Na 2007E •CONCRETE:1/4 ITW TAPCON MULLION ANCHOR BRACKET SO-2722(PART#230297) •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL#: 6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 02/11/19 WOOD SHALL BE MIN.S.G.=0.55. 0.10• 3.25• 4.00 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". DWG.BY: CHK.BY: HFN HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. I 0375 O O SCALE:R NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4 &EDGE DISTANCE OF 2". CONCRETE SHALL BE MIN.4000 PSI. DWG.#: SWD015 *METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T ,.E3 SHEET STEEL SHALL BE MIN.18 GA.(0.04511 THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" 2728 ALUMINUM MULLION ANCHOR BR (6T6) 0-2722(PART#230297) THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230296 NUM ANCHORING FOR CONCRETE ANCHORING OF 10 9 MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) U]SIIVer Line WINDOWS-DOORS- EM- u -Tributary t n Len h in l8.0 20.0 22.0 24.0 28.0 28. PLY 0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 480 50.0 52.0 AMERICAN CRM IND WINDOWS GEM WINDOWS 24.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 SILVER UNE WINDOWS AND DOORS 26.0 00A100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.01 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0ONESILVERUNE DRIVE 28.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NO 100.0 BRUNSW OE'W W902 PH:(90012344228 30.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 32.0 00A 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.8 Z z A 34.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.3 36.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 93.2 89.3 85.8 82.5 38.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 92.3 88.3 84.6 81.2 76.1 N ^ O m e 40.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0--1 00.0 96.5 91.9 87.7 83.9 80.4 77.2 74.2 M o�`G F o 8 6 a 42.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 a m " 44.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 92.3 87.7 83.6 79.7 76.3 73.1 70.2 67.5 r-`-� oc�m o 46.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 93.2 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5 -f MULLION-, W 48.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 89.3 84.6 80.4 76.6 73.1 69.9 67.0 64.3 61.8 MULLION W2 �.` m' 50.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.8 85.8 81.2 77.2 73.5 70.2 67.1 64.3 61.7 59A � o 52.0 00. 100.0 100.0 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 L W^� n 54.0 00. 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 75.2 71.5 68.1 65.0. 62.1 59.6 57.2 55.0 w. a <11 56.0 00. 100.0 100.0 100.0 100.0 98.4 91.9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57A 55.1 53.0 "" � �h �' 58.0 100A 100.0 100.0 100.0 100.0 95.1 88.7 83.2 78.3 73.9 70.0 66.5 63.4 60.5 57.9 55.4. 53.2 51.2 60.0 00. 100.0 100.0 100.0 99.0 91.9 85.8 80A 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 49.5 REMARKS BY DATE 62.0 00. 100.0 100.0 100.0 95.8 88.9 83.0 77.8 73.2 69.2 65.5 62.2 59.3 56.6 54.1 51.9 1 49.8 47.9 -w3 4- 64.0 100A 100.0 100.0 100.0 92.8 86.1 80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4 66.0 100.0 100.0 1100.0 1 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.8 45.0 TWO-WAY MULLION DIAGRAMS 68.0 00.0 100.0 1100.0 1 94.6 67.3 81.1 75.7 70.9 66.8 63.1 59.7 56.8 54.1 51.6 49.4 47.3 45.4 43.7 70.0 00. 100.0 100.0 91.8 84.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 44.1 42.4 f IIDFAlUnON GRAILS DISIMBED HEPFINAREGEH 72.0 00. 100.0 97.5 89.3 82.5 76.6 71.5 67.0 63.1 59.6 56.4 53.6 51.0 48.7 46.6 44.7 42.9 41.2 DNAYNWREREUAMALCDNDRANISFDRASPE snE.D siR coHDmaru rAINE wsiAwnaN Yo of vun 74.0 00. 100.0 94.8 86.9 80.2 74.5 69.5 65.2 51.4 57.9 54.9 52.2 49.7 47.4 45.3 43.5 41.7 40.1 TRIBUTARY WIDTH=W12W2 `f�Nsw E`ao Ro �u PREo inisx c° TABLE NOTES: QUALIFIED ANCHOR CLIPS ;� :'�� E.. �'0�' 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS c N 7 7 &CLIP DETAILS. * 9 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. S A OF 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. O.c O 1Dp 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. 5. ANCHORREQU • OOD:I#12 WOOD SCREWS 'fi d ie�````` •CMU:1/4"ITW TAPCON DIAIDINa aataS INC SBD E OAWA BEA O BLVD. SSR DANA BEAOf,FL SSDD� •CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART 11230297) FEW CERT.ar AMU D OlmAT ON N.tame •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063 T6) FL#: . 6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 02/11/19 WOOD SHALL BE MIN.S.G:0.55. D.Fr 315° 4.00 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". DWG.BY: CHK.BY: HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. I 0.37Y O O SCALER NTS SCALE: •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4 &EDGE DISTANCE OF 2". CONCRETE SHALL BE MIN.4000 PSI. DWG.#: SWD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T� SHEET STEEL SHALL BE MIN.18 G.A.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.O.1" 2728 MULLION ANCHOR BRACKET 50-2722(PART 11230297) O ALUMINUM(6053-T6) THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230296 FOR CONCRETE ANCHORING OF 10