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HomeMy WebLinkAboutProduct Approval copy a R�C�I��® AMERICAN CRAFTSMAN WINDOWS PLY GEM WINDOWS Silver Line OORS AMERICAN CRAFTSMAN WINDOW$ SEP 20 9 SILVER LINE WINDOWS AND DOORS PIE WINDOWS MD SILVER UNE Em WINDOWS 0000.5 `' permitting SERIES 2723 (PART#230295), 2724, 2728 (PART#230296) ONESILVERLINEORIVE (]unt E NORTH BRUNSWICK,N109902 ST. Lucie C l PN:(800)2344228 STRUCTURAL BEAM MULLION (HVHZ) (IMPACT) ,~^y�? o zm E GENERAL NOTES: Wl r', W2 L mjza � 9BUILDING CODE(FBC),INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TOTHE FOLLOWING: r I . r ¢oOmO1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDAT m d 00 L7 Ma1 TAS 203-94 7- _ TAS 202-94 I cc Z A�S TAS 201-94 WI z `¢Q x v 9 91 ASTM E330 ❑ L N Do m" 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE L E^`I 4 RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF g ILI v~i o w INSTALLATION. q 4 F-y n 3. SX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED ANDANCHOREDTO PROPERLY TRANSFER ALL LOADSTO wl REMARKS BY DATE THE STRUCTURE,BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR 4 A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS A DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM 4 AnoeaTrNOf REFIERNACNK WNORIONSFORAS>COq MIAMI-DADE FIER. me.NsrtemwmnaxscnuscwsrAtunonrooExArz FROMTHEREDa1MMIN DETMLEOHEREIN.ALIMMO PREPARE 5Rc w..SMNl S. MULLION&CUP MATERIAL:ALUMINUM 6063-T6 ENBINEER DR AR09TECT C W2 EC Dlgttalty si IiilEily`Norero,P.E 6. MULLIONS MAYBE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL q 4 Reasergd0_ sSltkjE ent Dale' 7. SEE SHEETS 5-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, ��` ,.• �/� MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. B B B L ."r`` �•�`•E•$••• �O S. IN ACCORDANCE WITH THE CURRENT FBC CH2O DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME 4 q wl 4 q * N 7 INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. E TABLE OF CONTENTS s A of =�` s °.� o (o�.� SHEET REVISION SHEET DESCRIPTION A A ���S O 1 GENERAL NOTES AND TYPICAL ELEVATIONS q Lwl W2 E A�,E Noh�nna JSO L BUMNO DROPS.INC i 2 MULLIONS CROSS SECTIONS OANIA BEACH n awat TYPICAL ELEVATIONS fEPECFRE�AUMOKflQA70NNs%67a � 3 ANCHOR CLIP CONFIGURATIONS FL M. G 4 VERTICAL SECTIONS&ANCHOR SCHEDULES INSTRUCTIONS: F L6067 5 ANCHOR LOAD TABLES FOR 2723(PART#230295)ONE-WAY MULLION 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. DATE: 02/11/19 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. DWGCHK.BY: 6 ANCHOR LOADTABLES FOR2723(PART#230295)TWO-WAY MULLION 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY ORTWO-WAY MULLIONS: Tl • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. HR HFN7 ANCHOR LOAD TABLES FOR 2724 ONE-WAY MULLION • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE SCALE: NTS F - USE OF TWO-WAY MULLIONS. 8 ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING DWG.#: SW D015 USING CHARTS ON SHEETS 6-10. SHEET 9 ANCHOR LOAD TABLES FOR 2728(PART#2302961 ONE-WAY MULLION S. QUALIFIED CUP TYPES APPEAR ON SHEETS 3&4.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 10 ANCHOR LOAD TABLES FOR 2728(PART#23D296)TWO-WAY MULLION 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. OF 10 Silver Line °r wlNoowe•000N3� .AMERICAN CRAFTSMAN WINDOWS PLYGEM WINDOWS SILVER UNE WINDOWS AND DOORS ONE SILVERUNE DRIVE NORTH BRUNSWICFE,W 08902 PH:(800 2364228 � a o zaP! V1�J Z 6G4� � du 0Ee m m�oy Oma$ Fwgo ?ss€jI 10 1.001, 'm`TD`DO mmm ^Nt; o 6 F-tn a 0.101E 0101 0.1011 N O REMARKS 8Y DATE m v Ln V N n iV (V N1 O 00 Ln enN FV cV rynj O O TNEINSTAUATIO WALSDE 310 URM ftG & DMAYNOFM—ARUM.EONDMONS FORASPEOq SRE.IFSITECDNDIIIONSfA-INST TIDRTODEVIATE FRONFiRERE°UIREME I-I EDNEF RAURHSEO ENGRiEFR ORARDifERSNALL PREPARE$Rf SPEC6K 1.001. L, SERIES 2723 (PART#230295) SERIES 2724 SERIES 2728(PART#230296) TUBE MULLION TUBE MULLION TUBE MULLION S A7 OF O 10� a NOTE: m 1. MULLION PROFILES SHOWN ABOVE ARE �� FLOIiIDA�6 No 737BUMO78 OF ALUMINUM, 6063-T6 MATERIAL DAHIA "°�°'° 39!E DA B BEACH a /J30 DANIA BEACH,FL 370W 2. SEE SHEET 3 FOR SPECIFIC CLIP TYPES FfHPED8TE0FAU,IWO2ATDHNn2OS7L AND DIMENSIONS. FL6067 DATE: 02/11/19 8 DWG.BY: �KHFN SCALE: NTS 2G.#; SWD015 SHEET 2 OF 10 7.68" 7.68" Q Silver Line '' wlNDowa•DooKa- AMER 1.12" 2.2511 1.12" 2.25" 2.25" 2.25" SILVER AN GEMCRAWIINDN�NDDws IIVEfl UNE WINDOWS AND DOORS ONE SILVERUNE DRIVE NORTH BRUNSWICK,M OR= PN:)800)2344228 Z Zm M fE) O O O O QLn 4 Z.� a $ mejJ20- O'� a= T"I 01 � QS NM�dLL 17�m��ap@ O O a�DO pa g i DO iOOm w w �a G. Yd F vWi V, a SEE DETAILS 1&2 - ~ SEEDETAll51&2 _ REMARKS BY DATE N BELOW N N BELOW N N C N NDMAy LLATIO DETAPSDEYMNDX10N EDDY DMAY NDTPE"ECi ACIVALCDNORIDNSEDAASH:p I—ISITEREQUJM]NSCDUAIEDHERIDK VCMD 11 FRDM MEIFQUIREI�ffM$pFTAILEDME0.EIM.AIi[EMSED 7 68 7.6811 ENpINRROPMDD EC SXALLVRFVAREJ E54KTK MULLION ANCHOR BRACKET 50-2722(PART#230297) MULLION ANCHOR BRACKET 50-2722(PART#230297) ALUMINUM6063-T6 - •� � ( ) ALUMINUM (6063-T6) �� e s' JP0 (6)ANCHORS FOR WOOD SCREW OR MULLION TO MULLION ANCHORING (4)ANCHORS FOR CONCRETE& CMU ANCHORING =* ' N 7 7 OF 0 O lot w Ln Lo �°REce~�d88 T1 C C A C DRO S INC 385 E.DANA SEMN%V0. 370 DANA BEAQI R FHPE QAT.OF AUMORIZARON Na 20578 DETAIL 1 DETAIL 2 FLS. FL6067 COUNTERSINK HOLE THROUGH HOLE DATE: 02/11/19 z NOTE: DWGHR CH HFN # 1. EITHER OF THE DETAILS SHOWN ABOVE CAN BE USED AS THE TYPE OF HOLE SCALE: NTS THROUGH THE MULLION'ANCHOR BRACKET,AS LONG AS MIN. EDGE DWG.#: SWD015 DISTANCE AND MIN, EMBEDMENT REQUIREMENTS ARE MET. SHEET OF 10 MIN.1-3/8" 1 ANCHOR,#8-3/4"SELF R MAX.2-1/41' MAX.11/8DRILLING SCREW FROM EACHSIOEOFTHE ; Silver Line EDGE DISTANCE SUBSTRATE BYOTHE MIN.1/2, MULLION INTO THE WINDOWS•DOOHS'EXTERIOR INTERIOR BRACKET,STAGGERED AS AMERICAN CRAFTSMAN WINDOWS EXTERIOR NECESSARY TO AVOID PLY GEM WINDOWS II II MULLION ANCHOR i INTERFERENCE SILVER LINE WINDOWS AND DOOR$ II II BRACKET SO-2722 - ---- - ONESILVERUNEDRME II (PART#230297) MIN. -- --- -_-= NORTH BRUNSWICK,N1 D8 02 VERTICAL II II ( ) EDGE DISTANCE PH:(80B)2M4M MULLION II II MAX.1118" MIN.112" '4 N 1 ANCHOR,#8.3/4" SELF I I 1/4"MAX. N zt Z z a DRILLING SCREW FROM I I i i _______ MIN.1-3/8' 2 v EACH SIDE OF THE ---------- MAX.2-1/4" r a MULLION INTO THE -1 EDGE DISTANCE BRACKET,STAGGERED AS T N 007 S a p S 4 NECESSARY TO AVOID H Z MIN.EMB. INTERFERENCE z DO 4 p g VERTICAL ¢ y SUBSTRATE BY OTHERS MULLION MULLION ANCHOR BRACKET 50-2722 MIN. INTERIOR (PART#230297( w- a EDGE DISTANCE ZEE H w MIN.EMB. Fh n 1/4 MAX' REMARKS BY DATE ANCHOR DETAIL ANCHOR DETAIL 4 ULUON ANCHOR BRACKET 50-2722(PART#230297) 4 MULLION ANCHOR BRACKET 50.2722(PART#2302971 THEINST nONDETML4DESCRIREG NEROn MMENI D MAY NOT MFLECT ACT&WIDMM FORA SPEOR 9H.If SITE COM(MONS CABSE INSTALLATION TO Dmu -THE MDDIMNENTS DETNIED M REIR.AUCEHSED (6)#12 SELF ENGIMFRORA TECTSMALLPMYAMSITESFEC6K MIN. DRILLING 5MS SCREW ANCHOR SCHEDULE FOR MULLIONS EDGE HORIZONTAL y DISTANCE TRANSOM INSTALLATION SCREW EMBEDME EDGE MULLION SUBSTRATE QTY PER ANCHOR TYPE NT DISTANCE �� E•• 1 1/4"MAX TYPE LOCATION (IN.) (IN.) N 7 7 •.. �p 0. 1. MIN.EMBED - ANCHOR BRACKET "o S A OF 7 MAX.11/8" I VERTICAL WOOD 50-2722(PART 6 #12 WOOD ANCHOR 1.5 0.75 ��O P,: �j�� MIN.1/2" I I i MULLION 1 ANCHOR,#8.3/4"SELF #230297) 1ii�t� 0 W MULLION ANCHOR I I- I j EACHDRILLISIDE ONG FTHE FROM ANCHOR BRACKET ,i��s O BRACKET 50-2722 II II MULLION INTO THE CONCRETE/ I HEd�E!�yy�y0 I I I I 50-2722(PART 4 } 0 ITW TAPCON 1.0 2.00 FLDFeDA PE N.7J77. (PART#230297) I I I I BRACKET,STAGGERED AS MASONRY DMINO DROPS.INC NECESSARY TO AVOID #230297) �..F DUDA BEACH BLVD/re EXTERIOR INTERIOR INTERFERENCE FTS CERr..DANOF wn'1O1iaa T3R7r0F0NND.2857. ALUM. ANCHOR BRACKET - MIN.1-3/8" MULLION/ALUM.EEL #230297)50-2722(PART 6 #12 SELF-DRILLING SMS 3 THREADS 2.00 FL#: F L6067 MAX.2-1/4" EDGE DISTANCE DATE: 02/11/19g C 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 SHEETS 5-10 FOR ALLOWABLE MULLION DWG.#: SWD015 CONFIGURATIONS,SIZES,AND DESIGN L PRESSURES. SHEET OF 10 c > (ONE-WAY) Silver Line s MAXIMUM DESIGN PRESSURE CAPACITY CHART PSF:STRUCTURAL MULLIONS ONE-WAY 0 wlNoows.000es� L-Mull W-Tributary Width(in) AMERICAN CRAFTSMAN WINDOWS Length In PLYGEMWINDOWS ( ) 88.0 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 NNE WINDOWS AND 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 ONE SMVERONE DRIVE 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWICK,W 08907 PN:(800)236778 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 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 n 2 Z J 5 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 1 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 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 1100.0 100.0 100.0 100.0 100.0 100.0 r L o ko GF e $ 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 m o ¢c o se 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 MULLION "T C,_a ID m8 I- wg° z�.ss=8 42.0 100.0 1 100.0 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 1 100.0 100.0 100.0 L cr ti to C--z poo` 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 `Or a 3 46.0 100.0 1100.01 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 `� y ED" 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 W7 m W 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- 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 tn ry N W 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 106.0 100.0 100.0 100.0 F C. 56.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 ONE-WAY MULLION DIAGRAMS REMARKS BY DATE 580 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 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 98.5 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 „E N F ND NLNN wa nN aT„ 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 1 73.1 71.4 69.9 68.6 67.5 NAYND RBTER ACNa[oNDNONS iDRASPEO Sf f[.iF SDE CDN'DRI ONS W ISE NSTA WnON ro OENATE 72.0 100.0 100.0 100.0 1100.0 1 100.0 1 95.1 1 90.3 1 86.1 1 82.5 1 79.4 1 76.6 1 74.2 1 72.1 1 70.2 68.5 1 67.0 65.7 64.5 FRO NTREaeauv�NOmuEnneoReaelN.AUF„sEo TNDINFmoAAROa1ERSNALLN1EIAaE SIRSPEORo 74.0 100.0 100.0 100.0 1100.0 1 97.3 1 91.9 1 87.2 1 83.2 1 79.7 1 76.6 1 73.9 1 71.5 1 69.3 1 67.5 1 65.8 1 64.3 63.0 61.8 ,t�tttt n rrrr��Ti TABLE NOTES: ��•``,` :�'E,.SO• 'A'� 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS ` r N 7 7 O &CLIP DETAILS. 'o S A OF 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. ��.p O 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. �i���S S. ANCHOR REQUIREMENTS: + + ll + + 4]- SNE dYwexmtdE`� •WOOD:#12 WOOD SCREWS FTCR=A P.E.N'7377° BU8DN0 DROPS INC •CMU:1/4"ITW TAPCON 3°'DANA BEAM R.poi's° FSE CERE.OF NNNOW7ATION Na 28378 •CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) FL#: •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMFOR WOOD SCREW OR MULLION ONNUM 5TO MULLION ANCHORING F L6067 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.7S". 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". 0.70• 2.67• 3.25" O 0 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". o.31 DWG.#: SW D015 CONCRETE SHALL BE MIN.4000 PSI. SHEET •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 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. ALUMINUM T6) PART#230295 FOR CONCRETE ANCHORING OF 10 s MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO•WAIn Silver Line .1...WS --h- L- II W-Tributary Width(in) AMERICAN CRAFTSMAN WINDOWS Lengthth(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 52.0PLY GEM WINDOWS SILVER UNE WINDOWS AND 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 ONE SIWERUNE DRRIE 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 NORTH BRUNSWICK,W 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:(300)2341228 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 `r 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 j p, z 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.3n v. a� Al 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 89.3 85.8 82.5 �+m - 1. 'R 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 N�2 N g b g c= M s I 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 'Ito t7 m m 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 67.5 83.5 79.9 76.6 73.5 70.7 r-L MUI uoN Z o Z Ot Co`z 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 ¢ Ro W 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 a� y $ 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 69.3 84.6 80.4 76.6 73.1 69,9 67.0 64.3 61.8 N 000 _2 m m 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 64.3 61.7 59.4 L N rte1� n w /� 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 J 1 N 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 W1 'cr " 56.0 100.0 100.0 1100.0 100.0 100.0 98.4 91.9 86.1 81.1 76.6 72.5 68.9 1 65.6 1 62.6 59.9 57.4 55.1 53.0 ~" a 58.0 100.0 100.0 1100.0 100.0 100.0 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 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 80.4 75.4 70.9 67.0 53.5 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 68.0 100.0 100.0 100.0 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 46A 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 "c'"M�Rvnm R"G"EE"Gn nu coo�oNnaimA E3Ga s11P.IE cart eKrtiolna"s cause u1s3wAn0 x ro ra NATE 2.0 100.0 100.0 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 TRIBUTARYWIDTH=W12W2FRO EFRDRww Ec snuvne"PARes E"sPEU c° 74.0 100.0 100.0 94.8 86.9 80.2 74.5 89.5 65.2 61.4 57.9 54.9 52.2 49.7 47.4 45.3 43.5 41.7 40.1 -lop. TABLE TABLE NOTES; _���` �� 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS * : N 7 &CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3 A OF tr 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. :0� O IDP. 4. SEE SHEET 3 FOR SPECIFIC BRACKET S. ANCHORREQUIREMENTS: ,4' Sr0♦,G�b��rG``p,� EWWA P.E.No 73776 •CM U:1/4"ITW TAPCONBUDDWO DROPS.IHC 386 E.DANIA EEACI BLW 336 •CONCRETE:1/4"ITW TAPCON r2 PE CEPT.OF DANIA AD �e 26676 / MULLION ANCHOR BRACKET 50-2722(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 0.7511. DATE: 02/11/19 WOOD SHALL BE IN.S.G:0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". o.2u• 2.47" 3.25' 0 DWGI-BR CHK.BY: HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0315 SCALE: NTS FN •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2'. CONCRETE SHALL BE MIN.4000 PSI. DWG.a: SWDO15 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T 3.W SHEET STEEL SHALL BE MIN.18 GA.(0.04511 THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.11' 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(6063-T6) 60 FOR CONCRETE ANCHORING OF 10 MAXIMUM DESIGN PRESSURE CAPACITY CHART JPSF):STRUCTURAL MULLIONS(ONE-W Silver Line W-Tributa Width In wTNDows•Dooes- L-Mull TY ( ) j AMERICAN CRAFTSMAN WINNOWS a 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 PLY GEM WINDOWS SILVER UNE WINDOWS AND 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 ONE SILVERUNE DRIVE 26.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 NORTH BRUNSWICK,W 08907 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 1 PH:(SWI23ua:8 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 1v 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 1N o z 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 ?Ln 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION Cn zra 60.-, 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 L m&z C c „$5 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 I �M:j;CL a o m m P a A 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 MULuoN i L, zi9 z L ��mcC) poa� 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 ¢ nI o W 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 M'R¢ j D On 48.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N ry `� o 50.0 100.0 00-01 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 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 ¢ 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 a 56.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 58.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 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 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 80A 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 93.6 89.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 " "arRmRc"n°cnA"nuumon"`oarwawcv 72.0 100.0 100.0 100.0 100.0 100.0 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 74.0 100.0 100.0 100.0 100.0 97.3 91.9 87.2 83.2 79.7 76.2 73.0 70.2 67.7 65.5 63.5 61.8 60.2 58.9 ENaiNUAORAPaurEasxu PREPARESNEsnaR: Ale TABLE NOTES: �,.�� E•S'•, .AOpi 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS ?* : N z 7 =. &CLIP DETAILS. 'o S.A OF =,0: 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. •����` O ID vi`� S4. . SEE SHEET REQUIREMENTS:3FOSPIFI BRACKET DIMENSIONS. Ii181E9 F.NR0.P.E. •WOOD:#12 WOOD SCREWS ELlA PE H.=R3 •CMU:1/4"ITW TAPCON 310 E�D�1/ WMA 83E FL STODf •CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) `�`Dom•OF�'"�'�"a •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL 7i: 6. INSTALLATION SUBSTRATES: --I 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. DWGH R CHK.BY: •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". NLD° 2.07. t 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". D2B^ DWG.#: SWD015 CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. L.00 SHEET 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) �j] ANCHORING (606346) THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. 2724 ALUMINUM FOR CONCRETE ANCHORIRI 0 NG OF 10 I MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSP):STRUCTURAL MULLIONS(TWO-WAY) Silver Line WINDOWf•D OO Rf" j L-Mull W Tributary Width(in) AMERICAN CRAFTSMAN WINDOWS ' Length(in) ego 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 SRVER LINE EM WINDOWS DOORS 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 ONE SILVERUNE DRNE 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 "ORPH:(800 3401 01 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 v 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 N 2 z A 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 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 1100.0 100.0 100.0 1 98.7 94.6 1 90.8 87.3 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 89.3 85.8 82.5 o m g EF 1 e . 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 F"�oc¢o 5 "^ E.1C Qa Umm�e:'� 40.0 100.0 1100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 91.9 87.7 83.9 80.4 77.2 74.2 Z9 z-'s 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 r- -� Q m N W " 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 MULLION .4 >> 59 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 wz N `m m m 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 J ^N N ❑ 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 64.3 61.7 59.4 L W N ^. a 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 FE � 54.0 100.0 100,0 100.0 100.0 100.01 100.0 95.3 89.3 84.1 79.4 1 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0W' I �y a 56.0 100.0 100.0 100.0 100.0 100.0 98A 91.9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57.4 55.1 53.0 � JI REMARKS BY BATE 58.0 1100.0 1100.0 100.0 100.0 100.0 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 60.0 100.0 100.0 100.0 100.0 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 �-x 1��-wz-4 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 80.4 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 68.0 100.0 100.0 100.0 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 HER6TNURIONDETARSOEFDNRFD-NNPE fNEW 70.0 100.0 100.0 100.0 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 42.4ivrt mumna suvusEixsWuu"p"EnoxrouArz FI-THEREWRENIENRDEi 0HFREIN.ADEENFFD 72.0 100.0 1100.01 97.5 1 89.3 1 82.5 1 76.6 1 71.5 1 67.0 63.1 1 59.6 1 56.4 1 53.6 1 51.0 1 48.7 46.6 1 44.7 42.9 41.2 TRIBUTARY WIDTH="* FNGRFFA ORARWFFC SN4 PREPARE SRFSNC 74.0 100.0 1100.0 94.8 1 86.9 1 80.2 1 74.5 1 69.5 1 65.2 1 61.4 1 57.9 1 54.9 1 52.2 1 49.7 1 47.4 1 45.3 1 43.5 41.7 40.1 TABLE NOTES: ' 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.3. SEE THIS SHEET 4. SEE SHEET 3 FOR SOR SPECIFIC MULLION NS. PECT IC BRACKET DIMENSIONS. t<`5, O S. ANCHOR REQUIREMENTS: NDU@S�NDF�PL •WOOD:#12 WOOD SCREWSW�m$ �B •CMU:1/4"ITW TAPCON FEPE CERT.OF� l'TION N. f78 •CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) F+#' 6. INSTALLATION SUBSTRATES: --1 1.00- 1- 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 2". 0.10• 2.07. :.E'. HR HFN HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0 0 SCALE: NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". 0.250° DWG.#: SWD015 CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 1.ao SHEET MULLION ANCHOR BRACKET 50-2722(PART#230297) STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. 2724 ALUMINUM(6063-T6) FOR CONCRETE ANCHORING OF 10 € MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) L-Mull W-Tributary Width(in) Silver Line 3 WINDOWS°DOONS' 1 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 AMERICAN CRAFTSMAN WINDOWS 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.01 100.0 100.0 1100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0PLY GEM WINDOWS SILVER UNE WINDOWS AND DOORS 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.01 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ONE SILVERUNE DRIVE 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 NORM DRUNSWIMNJOM2 30.0 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 PH:(800)]340778 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 1 100.0 100.0 x Z z m 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 `� N 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 o 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 MULLION FO1� �io o=3 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 r L m ao EDa mMt 9 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.07 Q m o J W s2 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 E MULLION `�¢-.� 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 M 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 ^N ra0 W l 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 wt W N a 52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.01 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 54.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 1100.0 1 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 =y a 56.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 REMARKS BY DATE 58.0 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 99.3 97.5 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 B8.2 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 6rAW Ox DRA45.-M-0-52 680 100.0 100.0 100.01 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 B0.4 78.2 76.3 74.6 73.1 71.8 70.7 SDE Es`Rem�mnD`au�`0w"°uunox`rooi`v�E 70.0 100.0 100.0100.0 100.0 100.0 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 RDNnFREauwD+EmDEnuEDErc�w,AuauED FNGIM1 EFR OR MCHIFER SRNl ERFPARE SRE SRO"C 72.0 100.0 100.0 100.0 100.0 100.0 1 95.1 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 74.0 100.0 100.0 100.0 100.0 97.3 91.9 87.2 83.2 79.7 76.6 73.9 71.5 1 69.3 67:5 65.87 64.3 TABLE NOTES: 63.0 61.8 ,``,`,�� QUALIFIED ANCHOR CLIPS ::�� E�s'• ' 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS O+, &CLIP DETAILS. B 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. v S A OF 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. O,c 0 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. S. ANCHOR REQUIREMENTS: + + + �i S O •WOOD:#12 WOOD SCREWSrF.11,08% •CMU:1/4"ITW TAPCON ,9,F BIJWNG DANA �NO ,,, •CONCRETE:1/4"ITW TAPCON Pape aW.a AUTHOWATIO1 N.sae, / MULLION ANCHOR BRACKET 50-2722(PART#230297) •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM (606346) FL#: FOR WOOD SCREW OR 6. INSTALLATION SUBSTRATES: F L6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75"' DATE: p2/11/19 WOOD SHALL BE MIN.S.G.=0.55. 3.75• a.DD D.7D° •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". DWG.BY: CHK.BY: O O + HR HFN HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". o.3�s SCALE: CONCRETE SHALL BE MIN.4000 PSI. DWG.#: SWDOIS •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" �272g� MULLION ANCHOR BRACKET 50-2722(PART#1230297) SHEET g (606346) THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230296 ALUMINUM ANCHORING FOR CONCRETE ANCHORIRI NG OF 10 s MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) - Silver LIME: -Mull W-Tributary Id in w,Noows•oo°ss- 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 AMEN CAN CRAFTSMAn W N00W5 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 NNE W N001%DSANDS DOORS 26.0 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 ONESILVERNNEDRME 28.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 106.0 NORM BRUNSWICK,NI 089M 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 PN:(8001234-4223 32.0 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 96.5 92.8 N N 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 N p z 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 N Z vi 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 78.1 40.0 00. 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 80A 77.2 74.2 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 fn a a tD m m -9 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 83.5 79.7 76.3 73.1 70.2 67.5 �-` ti W g z s 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 _T MULLION ¢e m No �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 9¢ >> y m r mm 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 59.4 -L N 2 a 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 "I P A W 54.0 100. 100.0 100.0 100.0 100.0 100.0 95.3 89.384.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0 � ti a a 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 57.4 55.1 53.0 W' I 58.0 100.0100.0 100.0 100.0 100.0 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 _ll 60.0 OD. 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 II IIII 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 49.8 47.9 F-wE 4- 64.0 00. 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 1 52.4 50.3 48.2 46.4 4100.q 00. 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 TWO-WAY MULLION DIAGRAMS 00. 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 00. 00. .0 9 .878.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 44.1 42.4 IN O0. 100.6 97.5 89.3 82.5 76.6 71.5 67.0 63.1 59.6 564 53.6 51.0 48.7 46.6 44.7 42.9 41.2 100.0 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 W+ snENs�mxunorsuss[�araunonroo[vw[ TRIBUTARYWIDTH= 12W2 ["�n�n[""[R�onrin sRwm[vanE mis�a� `, {.{{'11113!/!//'r of'I TABLE NOTES: QUALIFIED ANCHOR CLIPS E 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS : 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. iA_,4 O 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. S. ANCHOR REQUIREMENTS: •WOOD:#12 WOOD SCREWS •CMU:1/4"ITW TAPCON M E DGMA'0P a�1„ •CONCRETE:1/4"ITW TAPCON MULUON ANCHOR BRACKET 50-2722(PART#230297) WE CERT.Or Wn F.M. N>U575 s METAL:#12 6. INSTALLATION UBSTRATES:ILLINGSCR4WS(GRADE 5) ALUMFOR WOOD SCREW OR MUNUM LLION 0FL6067 (N TO MULLION ANCHORING FL It., •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". 02/11/19 WOOD SHALL BE MIN.S.G.=0.55. 3.75 ADO" DATE: , •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1„&EDGE DISTANCE OF 2'. DWG.BY: CHK.BY:� O + + O --s�- HR HFN HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". 0375 SCALE: CONCRETE SHALL BE MIN.4000 PSI. DWG_#I: SWD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T_:� . �_ SHEET 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) O THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1„ 2728 ALUMINUM(6063-T6) FOR BOTH ALUM.AND STEEL. PART#230296 FOR CONCRETE ANCHORING OF l0j