Loading...
HomeMy WebLinkAboutProduct Approval (3) 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach, FL 33004 `g A Perfect Solution in Every Drop! 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation eort Of RECEIVED SILVER LINE WINDOWS AND DOORS OCT 2 9 2018 Series 2723/2724/2728 sr. Lucie County, Permitting Structural Beam Mullion (HVHZ) (Impact) for Florida Product Approval t FL 6067 _ -2-- 0PY Rep®rt O® 551 Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Exterior Doors Sub—Category: Mullions Product: Series 2723/2724/2728 Structural Beam Mullion Material: 6063-T6 Aluminum Prepared For: Silver Line Windows and Doors One Silverline Dr. Borth Brunswick, NJ 06902 Prepared by: `,����►iiir�,,,��� Hermes F. orero, P.E. ��`SES F O Florida Professional Engineer#73778 ������ •• ' .•�.A���� Date:02/08/2018 ;• �� : O 7 _ Contents: Evaluation Report Pages 1—3 � -o • TT � = C Op •: Tom'•• ,,.• �� �. '9/ONAU E�G`�`� Digitally signed by Hermes F.Norero,P.E. Herme'YO MIMM, P.E. Reason:I am approving this document Florida No.73778 Date:2018.02.1219:07:31-05'00' BUILDING DROPS FL#: FL6067 (/I\N A Perfect Solution in Every Drop! Date: 0 1 P• Report Noo:: 5 55511 018 Certificate of Authorization:29578 Manufacturer: SILVER LINE WINDOWS AND DOORS Product Category: Windows Product Sub-Category: Mullions Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2723/2724/2728 Structural Beam Mullion (HVHZ) (Impact) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line Windows and Doors based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions SWD015,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant covering. S. Site conditions that deviate from the details of drawing SWD015 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions SWD015 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 3 BUILDING DROPS FL#: FL6067 018 A Perfect Solution in Eve Drop! Date: 0 o: 55 1 Every P• Report No: 5511 Certificate of Authorization:29578 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Quality Assurance Entity through Window and Door Manufacturers Association(FBC Organization#QUA2515). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330 Referenced Data: 1. Product Testing performed by Testing Evaluation Lab,Inc. (FBC Organization#TST4317) Report#:TEL 05-1007-2 Report Date: 10/05/2005 Test report reviewed by Wendell W. Haney, P.E., FL P.E.#54158 on 10/5/05 2. Quality Assurance Entity Window and Door Manufacturers Association (FBC Organization#QUA2515) Installation: Refer to Installation Instructions(SWD01S)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(SWD01S)for design pressures based on size,configuration,and glass types. Hermes F. Norero, P.E. Florida No.73778 Page 3 of 3 SILVER LINE WINDOWS AND DOORS Silver Line � MAndersen SERIES 2723, 2724, 2728 ONE SILVERUNE DRIVE NORTH BRUNSW OK,NJ 089D2 PH:B00 2YY6RB STRUCTURAL BEAM MULLION (HVHZ) (IMPACT) o z GENERAL NOTES: Wl W2 L oD z 4 4 a 4 r r 4> 4 a ^ ^s (D BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: $a 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA _ N 1. ~ 23 d A g v.5 t9 sm=° TAS 203-94 n a � Z s o�od TAS 202-94 TAS 201-94 W2 N z ASTM E330 N ¢ m m m 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE L RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE u{o:F- z ¢ FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FORTHE PROJECT OF FW,Ftn W w INSTALLATION. a W1 REMARKS BY DATE 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO 1L__J11 !J U THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 6TH FBC EDITION AG 10/17 RECORD FOR THE PROJECT OF INSTALLATION. A B 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 4 4 A. B A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILEDq a. g a 4 4 HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS A a e ROMM DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM 4 4 4 4 ANDBNALLNOEBEREPROOD®INWN0M0oRPARE MIAMI-DADE PERA. W HOeFWRR1FNL0NSENTDFBUHINGDROPS,INC AITDNTIONS,A0DR10N1,xIcxuGxnxG,DRDENER MAMNLS TO TIBS OOOJMFMARENOTRAMfNFDANO S. MULLION&CLIP MATERIAL:ALUMINUM 6005-T5&6063-T6(AS NOTED) W2 C,. u N Igitally signed 6 Norero,P.E. 6. MULLIONS MAYBE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL 4 4 eason:I 6bpldJl�["Lgq 1filYAoq.�ment --11-- ate:2�,�2-*'r3�:03: 7. SEE SHEETS 5-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, T ,����Q^\CI,` •�`��i� MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. I L 4 B. IN ACCORDANCE WITH THE CURRENT FBCCH2O DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME W1 =* INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. • � = -9 TT i Q' - b ,TABLE OF CONTENTS T �p .. ..... P•• SHEET REVISION SHEET DESCRIPTION A g A e � �NA1-E`aG%`�`` 1 GENERAL NOTES AND TYPICAL ELEVATIONS 4 4 I 4 4 'xE� F.N.b,1 ` _II a�mn�mo°'oRa"as LL Wl W2 09a E DAtDA BEAa eL m 'o't tea'FL TYPICAL ELEVATIONS FB PE WIT.DPAUTIDRL170NNa1DB7E � 3 ANCHOR CLIP CONFIGURATIONS FL tI' 3 . `' 4 VERTICAL SECTIONS&ANCHOR SCHEDULES INSTRUCTIONS: • `• FI60n•7 1. RED DESIGN E FOR OPENING. s 5 ANCHOR LOAD TABLES FOR 2723 ONE-WAY MULLION 2. CHOOSE MULLIONITHAT PROPERLY FTS THE FENESTRATION PRODUCE. DATE: 10.06.17 8DWG.BY: CHK.BY: 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY ORTWO-WAY MULLIONS:£ 6 ANCHOR LOAD TABLES FOR 2723 TWO-WAY MULLION . ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. AG H FN 7 ANCHOR LOAD TABLES FOR 2724 ONE-WAY MULLION • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE SCALE: NTS 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.a: SWD015 USING CHARTS ON SHEETS 6-10. SHEET S. QUALIFIED CUP TYPES APPEAR ON SHEETS 3&4.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS 9 ANCHOR LOAD TABLES FOR 2728 ONE-WAY MULLION WITHIN AN OPENING ARE ALLOWED. OF 10 10 ANCHOR LOAD TABLES FOR 2728 TWO-WAY MULLION 6. THE LESSER DESIGN PRESSURE'OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. r Silver Line !rAndersefl EB,'S ONE SILVERUNE DRIVE NORTH BRUNSWICK,W 08903 PH:(800 9844338 x Z U m J 9 DO:, O Q } n EE: �q6 N 29912 �mQ O z 1.001, ^ o T DO N m W H D, <a H a REMARKS BY DATE 0.10" 0,101, 0.10" N O 6TH FBC EDITION AG 10/17 it in Ln 't N n fV N m N m LPI N N T, N rq O CD --m.—DED WHOIEORVMf VAn10NTWRl COM.-BNILOINOORORS,NIG glTE.10N5,ADORIONS,HIMENOING,ORO A MARIONGSTOTHlSD0E11MENTARf NOTREAMIfiEDAND `'j111111!/!/ 1.00" 2.00" 1.00" ��`%� ES F O''���i SERIES 2723 SERIES 2724 SERIES 2728 TUBE MULLION TUBE MULLION TUBE MULLION NN- HERMLS N.73M NOTE: SEE SHEET 3 FOR SPECIFIC 388E DANIA��°BEAa.Ra 1W335 CLIP TYPES AND DIMENSIONS. FBPEDEHT.DEAUTHQOZATIDHNe.29S78 FL#: FL6067 DATE: 10,06,17 C DWG.BY: CHK.BY: AG HFN SCALE: NTS 2 DWG.M SWD015 SHEET 0) OF 10 Silver Line byAndersen S ONE SILVERUNE DRIVE NORTH BRUNSWICK,W DR.' PH:800 23"228 N U 7.68" 7.68" g Z z o ^g Cele 1.12" 2.25" 1.12" v4 U)z o s T�a 2.25" 2.25" 2.25" L C ` I m-w N Lx Z Z<_a f�0]O u 0 a NQ ° jmc u�i N x o KWh x a <a d. =M[I+ M REMARKS 6 REMARKS BY DATE Q1 � 6TH FBC EDITION AG 10/17 C MD-NOT BE RDMOOUEDDIN WHOU:DRPMT WRNOUT WRRTENLT)NSFMOFBUDDING OROV ER /iLl"U110N;A0ODI0N N;IGNIIGXfINGR ,OOf MNUINGSTDTH6DOOJMFMPRE NOi PFRMIffEDPND Ln Ln Ln r-4 AI.d. Ila E����� RDA P.E.No ATTE "B""No DROPS.2!L• 390 E DAMA BP F BLVD./SSB OPMA BFAdI.R JSWi 7.68" 7.68" cDPE cEAT.DP AUDIOPoSATION No 22578 FL#: FL6067 MULLION ANCHOR BRACKET 2722 MULLION ANCHOR BRACKET 50-2722 DATE: 10.06.17 ALUMINUM6063-T6 DWG.BV: CHK.BY: ALUMINUM (6063-T6) ALUMINUM (6063-T6)� AG HFN FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FOR CONCRETE ANCHORING SCALE: NTS DwG.#: SWD015 SHEET 3 OF 10 Silver Line hAndffldn EXTERIOR INTERIOR MULLION ANCHOR VERTICAL II II BRACKET 50-2722 MULLION ED` I ION E SILVERNNE DRIVE I I I 1/4"MAX. HORIZONTAL IN.EMBED MULLION I I �j" NORTX I[N,N108902 TRANSOM 1/4"MAX'I PH::IBM) 2344728 �� ii II j0 z� MIN.EMB. VERTICAL--" I I i i w S MULLION MULLION ANCHOR BRACKET 2722 N o od s s SUBSTRATE BY OTHERS I I I I a Q 0l7 m m ' m�- ^m a z a d MIN. Pn z- =a 3 EDGE DISTANCE ry > m A ANCHOR DETAIL B VERTICAL SECTION�4 ALUMINUM MULLION W~ a MULLION ANCHOR BRACKET 50-2722 SIDE VIEW-VERTICAL a 4 REMARKS BY DATE 6TH FBC EDITION AG 10/17 ANCHOR SCHEDULE FOR MULLIONS INSTALLATION SCREW EMBEDME EDGE R SUBSTRATE TYPE QTY PER ANCHOR TYPE NT DISTANCE ANDSHALL NDI BE REPRODUCEOIN WHO EOR PARE LOCATION (IN.) (IN.) w"xpu wRRrtN cvNsw OE RunDINGDRDPs,INR ALTEMl10N5 ppp1110MEHIGINGNIING,ORDIRER MMDNGSTOTND 00mMENTARET PEPMff1FDAN0 ANCHOR ,``%%IuIIu111,�� WOOD BRACKET 6 #14 WOOD ANCHOR 1.5 0.75 , �S F. O 50-2722Q�..• ANCHOR ��Z�;' ;gyp MASONRY/ BRACKET 4 1"0 ITW TAPCON 1.0 2.50 7 * 50-2722 /CT r ANCHOR ALUM. g s MULLION BRACKET 6 1/4"SELF-DRILLING SMS 3 THREADS 0.50 '�� � D% „Op•'��`� 50-2722 '� sS���ONA>,S'�C` N'EWIL Abddb.�h`E. 110REDA P.E.No 77778 WRONG DROPS BIC OTE 3BB E DANA BEACH& N77e NOTE E1PE CERT..OF A�i�ORIZATION N.2S57S -HEAD,SILL AND JAMB HAVE DETAILS SHOWN ARE TYPICAL FOR ALL FL#: SIMILAR DETAILS MULLION&CLIP ASSEMBLIES.SEE F L6067 SHEETS 5-10 FOR ALLOWABLE MULLION e CONFIGURATIONS,SIZES,AND DESIGN DATE: 10.06.17 PRESSURES. DWG.BY: CHK.BY: AG HFN SCALE: NTS DWG.#: SWDO15 SHEET OF 10 Silver Line 1 brAnc[rsen S MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) 9 L-Mull W-Tributary Width(in) E8, ' 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 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 ONESILVERUNE DRNE 26.0 100.0 100.0 100.0 100.0 100.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH PH: 13"N108902 vN:ROo z3aazxR 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 T Z z 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 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 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 r L F R al d a I 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 w g o 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 MULLION N LUQ g z s ss 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 ,m a Z o 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 m ? 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 m ca " 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 I III II W j W �a 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-M-{F-w2 -I N s Ln 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 ai h a 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 56.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 ONE-WAY MULLION DIAGRAMS REMARKS BY DATE 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 6TH FBC EDITION AG io/v 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 83A 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 D ,wDS NOTBEuvaoouaDN"WMR .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 wmrourwRmExmxux of Ruwixc onovxixc aTDunoxs,noomoxs,xicxucxnxo,oa omm 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 MJWNRTOTMS DOO MENTRRENO RAMrt EDFxD 74.0 100.0 100.0 100.0 100.0 97.3 91.9 1 87.2 1 83.2 79.7 76.6 "73.9 71.5 1 69.3 1 67.5 65.8 64.3 63.0 61.8 TABLE NOTES: `�.`��Q�• .4`P�''� 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS a*:' 7 &CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. `910NAI.E�G?```� 5. ANCHOR REQUIREMENTS: -� - "flir s-�, •WOOD:#12 WOOD SCREWS �PM�73M MON'DRWS Ric •CMU:1/4"ITW TAPCONS 3W 3>tR o�'ua A 5 I w. •CONCRETE:1/4"ITW TAPCONS MULLION ANCHOR BRACKET 50-2722 E9PE cm7 OF AUTHOWATM N. 20" •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL N: FL6067 6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD DATE: 10.06.17 SHALL BE MIN.S.G:0.55. DWG.BY: CHK.BY: •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF2.47° 3.25• AG HFN o.zo° 2-1/2".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 2-1/2". 0.375° SWD015 SHEET CONCRETE SHALL BE MIN.4000 PSI. a: •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. �� 1.00 i- SHEET MULLION ANCHOR BRACKET 50-2722 STEEL SHALL BE IN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK OF 10 ALUMINUM 6063-T5. 2723 ALUMINUM T6) FOR CONCRETE ANCHORING Silver Line 7 MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) brAndersen L-Mull W-Tributary Width(in) EB' 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 1 42.0 44.0 46.0 48.0 50.0 52.0 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 DRfVE 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,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 '"`Boo 2"°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 N Z - 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 j o 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 87.3 ?j E 36.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 1100.0 1100.01 100.0 100.0 100.0 1 97.5 93.2 89.3 85.8 82.5 ry a z'21 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 96.7 92.3 88.3 84.6 81.2 78.1 N 0 0 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 96.5 91.9 87.7 83.9 80A 77.2 74.2 E MUWON ry W Q O Z 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 n m a 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 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 MuwoN wz I ^ Y 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 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 / 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 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 Wi F^ 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 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 W1-��-Wz 6TH FBC EDITION AG 10/17 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 1 49.8 1 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 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 42A ANDS-NOTHUPRODI-INxmaiDRPART 72.0 100.0 100.0 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 W1+W2W V^^*wmauroveunDwODRDPswc umunora,Ao wnDNs wcxuD xnxc,DR mxw 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 TRIBUTARY WIDTH= Z uRUN s.-ATE.-­ 74 mPn.nD FTABL4.- 7 E NOTES: `�.`1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS * F&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. � '��u�� 54. SEE SHEET 3. ANCHOR REQUOR SPECIFIC IREMENTS:CLIP DIMENSIONS. <,61 E�aC';`.`� •WOOD:#12 WOOD SCREWS FLORID E.P.E.No 7 r.E BULDIDDROM INC •CMU:1/4"ITW TAPCONS �9B E Q=M aiB •CONCRETE:1 4"ITW TAPCONS EBPE CERT. r 29M / MULLION ANCHOR BRACKET 50-2722 •METAL:1/4"SELF-DRILLING SCREWS(GRADES) 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 1".WOOD SHALL BE MIN.S.G.=0.55. DATE: 10.06.17 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF2.4r 9.25• DWG.BY: CHK.BY:AG HFN D.1D• 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. �S^ SCALE: NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". D.s CONCRETE SHALL BE MIN.4000 PSI. DWG.#: SWD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T7T.-T SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK MULLION ANCHOR BRACKET 50-2722 OF 10 ALUMINUM 6063-T5. 2723 ALUMINUM(6063-T6) 0 FOR CONCRETE ANCHORING Silver Line MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) Andersen a L-Mull W-Tributary Width(in) Length(in) 1&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 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 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100:0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWIM 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:BOD 29 2128 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 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 o ?8 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 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 MULUON 00� m p S 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^� 0 0 3 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 v¢G a p m m a a L MULLION eq LU o jog 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 n m a 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 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 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0L N G m 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 II III I W' 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 F-wz-{I-w2-I rr 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 h a 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 58.0 100.0 100.0 100.0 100.0 100.0 100J.4 100.0 100.0 100.0 100.0 100.0 99.3 97.5 95.9 94.6 93.6 92.8 ONE-WAY MULLION DIAGRAMS REMARKS BY DATE 60.0 100.0 100.0 100.0 100.0 100.0 100 100.0 100.0 100.0 99.1 96.5 94.2 92.3 90.7 89.3 88.2 87.3 6TH FBC EDITION AG 10/17 62.0 100.0 100.0 100.0 100.0 100.0 1000 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 1000 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 1000 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 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 89.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 "ANDSHNLNO ERD'RODOQD'INMUEMPMfx 72.0 100.0 100.0 100,0 100.0 100.0 95 86.1 82.5 79.4 76.6. 74.2 72.1 70.2 68.5 67.0 65.7 64.5 u2ww"HS"Eo"wnD�xsxGHUGIHNNG.ORmHm 100.0 100.0 100.0 100.0 97.3 91 83.2 79.7 76.2 73.0 70.2 67.7 65.5 63.5 61.8 60.2 58.9 mMrxGETTuMgNnRENmPwnmEouD ,`oss F u�0 '4'','i TABLE NOTES: �`tVF'• '' .F.P 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS *? 7 &CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. - p- 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. �'.���F 4. SEE SHEET'3 FOR SPECIFIC CLIP DIMENSIONS. ;ON�i�?```�� 5. ANCHOR REQUIREMENTS: HDaRS f.NORERA PM •WOOD:#12 WOOD SCREWS FLORWA P.E.No UM ammo OROP%EC •CM U:1/4"ITW TAPCONS 398;,� n •CONCRETE:1/4"ITW TAPCONSPRIME`�•OF A1710� ON N.29"B • MULLION ANCHOR BRACKET 50-2722 6. INSTALLATION LSUBSTRATESRILLING SCREWS(GRADE 5) ALUM--Iz�. FOR WOOD SCREW OR MUNUM LLION ON6FL#: TO MULLION ANCHORING FL6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD DATE: 10.06.17 SHALL BE MIN.S.G:0.55. DWG.BY: C"KFiFN •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 0.20• 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. :.m 2.Bx •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". 0.25' bwG. DWG• NTS CONCRETE SHALL BE MIN.4000 PSI. #: $V1/D0!!0jF10 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK MULLION ANCHOR BRACKET 50-2722 7 ALUMINUM 6063-T5. 2724 ALUMINUM(6063-T6) FOR CONCRETE ANCHORING I Silver Line 3 MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) brAndeise`n 9 3 L-Mull W-Tributary Width(in) ' 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 1 42.0 1 44.0 46.0 48.0 50.0 52.0 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 SILVnW NE DRNE NORTH BRUNSWICK,N1 089M 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:800 23"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 99.0 T ZO 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 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.3 o Q 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 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 s RN] 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 w ¢ z<s g L DO a Z W o a u 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 -� N 0 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 MuwoN n+ m 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 N f m 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 J v / 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 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 un 64.5 61.8 59.4 57.1 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 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 REMARKS BY DATE 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 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 J_w2 A6TH FBC EDITION AG 10/17 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 1 100.0 100.0 100.0 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 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 44.1 42.4 "w wm"_ m �x F­N.100.0 ALTDUlIDNS,AO W INYL;NIG I W GMIING.OF°MFA 72.0 100.0 100.0 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=W12W2 ""q°NG5TOw0°"°a0ua� n"uTON�"RFD"N° 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 S F 0����� i TABLE NOTES �.`��tvE' •' FQ�'� 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS ?* 7 &CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. ' 0 % •. C DA. ��. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. :�A" ••......•' C,�'�� 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. lON'i�?````� 5. ANCHOR REQUIREMENTS: •WOOD:#12 WOOD SCREWS K P.E"° MM BIAONO DROPS.INC .CMU:1 4"ITW TAPCONS SKE E DANA REACT Bw. SY DA BEAOt F sooLt .CONCRETE:1/4"ITW TAPCONS MULLION ANCHOR BRACKET 50-2722 �r OF AUFHaRaAnoH N.29M FLa: •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) 6. INSTALLATION SUBSTRATES: -I 2.00• I- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF V.WOOD DATE: 10.06.17 SHALL BE MIN.S.G:0.55. DWG.BY: CHK.BY: •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 0.20 AG HFN 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 2.W 2A1 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". 0.250 SCALE: NTS DwG.a: SWD015 CONCRETE SHALL BE MIN.4000 PSI. I SHEET •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 1.00' STEEL SHALL BE MIN.18 GA.(0.045''THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK MULLION ANCHOR BRACKET 50-2722 of 10 ALUMINUM 6063-T5. 2724 ALUMINUM T6) ANCHORING FOR CONCRETE ANCHORING I MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) Silver Line N MAndFign- L-Mull W-Tributary Width(in) E07 Length Lengin 's ( ) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 1 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 ° 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 ONE SILVERLINE DRNE 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:IRMI2"RUNSWM 2208902 PN:800 236d22B 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 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 x 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 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 00 a o 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 MULUON E N ¢ p 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 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 N Oa a. o 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 MULLION -+ J W 46.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 >m 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 j w 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0II w2 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 w2-I F- I h ^ W \ 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 J r d 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 REMARKS BY I 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 ONE-WAY MULLION DIAGRAMS 6TH FBC EDITION AG 10/17 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 - RN 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 DMEN TN RN Pu ODN�NGDRD w AND I1NOf NEREPRDDUQDINWHDIEORPART 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 ammo FTTiicDmol"�i;H GN NGNEIHG,DRPS,IN 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 MA 11 Ory�DDWMEN AREq O PEPM EDANO A R G DN. 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 76.6 73.9 71.5 69.3 67.5 65.8 64.3 63.0 61.8 S 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS o'' &CLIP DETAILS. _* , 7 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = o T T e 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. '�p 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: + + + + + sS�pNA1 •WOOD:#12 WOOD SCREWS NE4+ar+Ebe}E �� ELORDA P.F.No 737M •CMU:1/4"ITW TAPCONS age aDAR"6DwNu eE°aa BLL W BEMLzb •CONCRETE:1/4"ITTAPCONS MULLION ANCHOR BRACKET 50-2722 EEPE CERTVOOF MTHOR=TON N.29579 •METAL:1/4"SELF-DRILLING SCREWS(GRADES) ALUMINUM(6063-T6) FL k: 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 V.WOOD DATE: 10.06.17 SHALL BE MIN.S.G.=0.55. 0.20• 325' 400' •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF DW AG CH K. BY: 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. FN •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". 0.375• + + SCALE: NTS CONCRETE SHALL BE MIN.4000 PSI. DWG.a: SWD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. ,.�. SHEET STEEL SHALL BE MIN.18 GA.(0.04511 THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/81 THICK MULLION ANCHOR BRACKET 50-2722 OF 10 ALUMINUM 6063-T5. 2728 ALUMINUM(6063-T6) FOR CONCRETE ANCHORING I Silver Line g MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) b:Anddd"fi Mull -Tributary t In) Length in 1&0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 1 34.0 36.0 1 38.0 1 40.0 42.0 44.0 46.0 48.0 50.0 52.0 24.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.01 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 B3, 26.0 100.. 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 ONE SILVERUNE DRNE 28.0 100.. 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 NORTH BRUNSWICK,NI 08902 30.0 100. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 PH:BDD 23"228 32.0 100.. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.8 2 Z u 34.0 100. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.3 o 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 1 97.5 93.2 89.3 85.8 82.5 Z= vi�§o m 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 N m z Q 2 4 j 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 80.4 77.2 74.2 N o 9 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 L N ¢ a z a s 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 �- °p 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 MULLION T MULLION N m m 3 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 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 J N C m 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 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 W2 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 58.0 00. 100.0 100.0 100.0 100.0 95.1 88.7 83.2 78.3 73.9 70.0 66.5 63A 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 80.4 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 49.8 47.9 �-W2 4-w2 A 6TH FBC EDITION AG 10/17 64.0 100. 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 00. 100.0 100.0 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 5B.5 55.7 53.2 50.8 48.7 46.8 45.0 TWO-WAY MULLION DIAGRAMS 68.0 100. 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 00. 100.0 100.0 91.9 84.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 1 52.5 50.1 47.9 45.9 44.1 42.4 �� D�iurReowo 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 TMwR N-E-I,N 74.0 00. 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 TRIBUTARY WIDTH= n�s"r°o AD0"mm°rurnuNmP``OmMRm°fN_ IilIOATF W R�IrtIRGl10N. TABLE NOTES: ��` �S F. 04 le 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS ?0-- &CLIP DETAILS. 7 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = a . T T a 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. T '•.,, 5. ANCHOR REQUIREMENTS: �'�Ss�ONAtE� •WOOD:#12 WOOD SCREWS x' *IF `�� B BUBDND ROPS,WC •CMU:1/4"ITW TAPCONS D�E RIMA oI DANBEUK A BEAM& 3W•CONCRETE:1/4"ITW TAPCONS FBPe a"OAF oRR�RKw x>ans2e MULLION ANCHOR BRACKET 50-2722 •METAL:1/4"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 1".WOOD SHALL BE MIN.S.G.=0.55. a.ss° a.ao° DATE: 10.06.17 D.2D• •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF DWG..BBY: G CHK.BY: 2-1/2".HOLLOW CMU SHALL.BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. SCALE: NTS FN •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN.4000 PSI. DWG.#: SWD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. �� , SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK MULLION ANCHOR BRACKET 50-2722 O ALUMINUM 6063-T5. 2728 ALUMINUM(6063-T6) OF l0 FOR CONCRETE ANCHORING