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HomeMy WebLinkAboutProduct Approval �U�L���G DROPS 398 East Dania Beach Blvd. Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of nwaLE COD—��i SILVER LINE WINDOWS AND DOOMS Series 2723/2724/2728 Structural Beam Mullion (HVHZ) (Impact) for L-- RECEIVED Florida Product Approval 12 2018FL FL6067nty, Permitting Report No. 5511 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. North Brunswick, NJ 08902 Prepared by: `�`����>lu��r,,��� Kermes F. Norero, P.E. ��.�SES F O '.. Florida Professional Engineer#73778 `����Q • •' ' ••F,A ��� Date:02/08/2018 Z • : O 7 Contents: Evaluation Report Pages 1-3 1ss/ONAL�? NN Digitally signed by Hermes F.Norero,P.E. Hermeslo.,W] WO, P.E. Reason:I am approving this document Florida No. 73778 Date:2018.02.12 19:07:31-05'00' BUILDING DROPS FL#: FL6067 AL A Perfect Solution in Every Drop! Date: 02/08/2018 Certificate of Authorization:29578 Report No: 5511 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. 5. 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 A Perfect Solution in Every Drop! Date: 02/08/2018 Certificate of Authorization:29578 Report No: 5511 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 05-100772 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 (SWD015)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD015)for design pressures based on size, configuration,and glass types. Hermes F. Norero, P.E. Florida No.73778 Page 3 of 3 0 SILVER LINE WINDOWS AND DOORS Silve�nW�e SERIES 2723, 2724, 2728 ONE SILVERUNE DRNE NORTH BRUNSWICK,NI 08907 STRUCTURAL BEAM MULLION (HVHZ) (IMPACT) NZ PN: 7344778 Z p to ZE =E GENERAL NOTES: �W1 �{� W2 L Do� z o B„ 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA Q 4 4 4 ry�1 F BUILDING CODE(TBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: eQ Q E L7 m m 9 TAS 203-94 ^m a 4 O S!5 TAS 202-94 _T ry TAS 201-94 W2 ASTM E330 N C z m"' 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRYAND 2X FRAMING AS A MAIN WIND FORCE 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 INSTALLATION, F om. 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO Wwi REMARKS BY DATE 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 DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS A„ B 4 4 A DOCUMENT IN NON HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM 4 4 4 4 axDvuuxm eE gEPRo°ucm lnwxD�oa vRar MIAMI-DADE PERA. wrtnoorwRmEx coxssNrDF8U1W[NG DROPS.INC uTERanoxs,RDomoxs,x�exuGxnNG,oq ameR DOQIMEIDMD CE NOTPERMifIE S. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED) C W2 C a MMRINGSTD TNES ° Yeas signed byy ��ppFF Norero,P,E. 6. MULLIONS MAYBE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL 4 4 eason:I Vbdlo�pp9mgtfiMdagiment at 2�T8?E,t1 x:03: i'-Q�/� 7. SEE SHEETS 5-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. L `��Y!/.: •. 'QO�� q 8. INACCORDANCE WITH THE CURRENT FBCCH2O DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME _ 2 7 INTOCONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. W1 * ;^* TABLE OF CONTENTS 1, x, , ( T pP•:'�<u`"�' g SHEET REVISION SHEET DESCRIPTION A B A B "I 6'/ONALEt�G`O�� 1 GENERAL NOTES AND TYPICAL ELEVATIONS 4 4 4 4 LP•EUnDMDR aP L I., OWa FLORIDA sae c DANA BEACH BLw. sse 2 MULLIONS CROSS SECTIONS DWA BEAM FL; TYPICAL ELEVATIONS F�EmnHH� � ,DPM „DNN �eDe � 3 ANCHOR CLIP CONFIGURATIONS FL#: 4 VERTICAL SECTIONS&ANCHOR SCHEDULES INSTRUCTIONS: FL6067 fi5 ANCHOR LOAD TABLES FOR 2723 ONE-WAY MULLION 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. DATE: 10.06.17 x 2- CHOOSEAMULLIONTHATPROPERLYFITSTHEFENESTRATIONPRODUCT. DW AG CHK. H. FN 6 ANCHOR LOAD TABLES FOR 2723 TWO-WAY MULLION3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. 5 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. B ANCHOR LOAD TABLES FOR 2724TW0-WAY MULLION 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING DWG.#: SWD015 USING CHARTS ON SHEETS 6.10. SHEET 9 ANCHORLOAD TABLES FOR 27280NE-WAY MULLION S. QUALIFIED CUP TYPES APPEAR ON SHEETS 3&4.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS 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 OVERALLASSEMBLY DESIGN PRESSURE RATING. Silver Line byAndeTsen ONE SILVERUNE DRIVE NORTH BRUNSWICK,N108902 PH:800 2344228 N Z j p Z� `J aQG " (D rma o Zgg QQ J W �`l• M0C 2 7a T 1.001, rte. o m m N H p 7 O a yIn d a 0.1011 0.101 0.10" tn O REMARKS BY DATE N O 6TH FBC EDITION AG 10/17 In rl In f^Y1 N O r4 In fY) V N MLn O N N N ry� O O /J1D SHILLNDTBER SENTOF sul YMOIED0.RIJR VIIIHOVf WRIISFN[ONSENTOF BVIVIVlG ORO55,IXG ILTFMli016,MO1110X5,XNX11GH0 X0,OR D1HFR N W W NGS TD THIS DO D1MFN1 ME HOT IERMRIFD RXD 1.00" 2.00" Ll.00" ````` eS F O����',i `�. SERIES 2723 SERIES 2724 SERIES 2728 : �``:' f0" TUBE MULLION TUBE MULLION TUBE MULLION _ o • T T D i 11ORIDA�vi N.73M NOTE: SEE SHEET 3 FOR SPECIFIC �'" A1101.We S9D E DANIA BLVD./SY CLIP TYPES AND DIMENSIONS. F qE OERT.OF AD��IRON N.293M F L6067 DATE: 10.06.17 DWG.BY: CHK.BY: AG I HFN SCALE: NTS DWG.x: SWD015 SHEET OF 10 Silver Line hAndersen 91 S ONE SILVERUNE ORNE NORTH BRUNSWICK,NJ 08902 PH:800 234-4228 7.68" 7.68" p z a Z Old ^� Baa s= 1.12" 2.25" 1.12" 2.25" 2.25" 2.25" N w¢ z z a s g €�i N . u N, O m m =G zw U w <a �W H < i a 4 M REMARKS BY DATE 'I Ol � C 6TH FBC EDITION AG 10/17 TlTAND SHMEN ALL NDIBERERRDDUCD)IN VMDIEDA tort VBFHOUf WNiiEN fANSENTDF DMING DROPS,INc ALTEM"DNS,ADDMONS,HIGHUGNIIND,OR DRIER MARANGSTOTNISDOOIMFMARE NOT HRMrt1FDAN0 u D ``,�Illl l......j f %% Zn F' Zn EnLn Ln N % FLOMDA PP NNo HN pM7372B ai. OWOo A BUODm DROPS,NC AM FL SSB E AM W"BLVD./M I DAMA BE . 7.68" 7.68" FBPE MT.OF AUI WA11M Na nme FL#: 4 FL6067 MULLION ANCHOR BRACKET 2722 10.06.17 D MULLION ANCHOR BRACKET 50-2722 DATE: � DWG.BY: CHK.BY: ALUMINUM (6063-T6) ALUMINUM (6063-T6) AG I HFN FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FOR CONCRETE ANCHORING SCALE: NTS owG.a: SWD015 SHEET 3 OF 10 Silver Line EXTERIOR INTERIOR MAnderseri MULLION ANCHOR S VERTICAL II II BRACKET50-2722 MULLION — 1/4 MAX' HORIZONTAL MIN.EMBED ONESILVERUNEDRIVE MA I I I I 1 TRANSOM NORTH BRUNSWIM W 08902 MULLION I I I I �1/4" X. PN:a9D 23"228:B2:5 II II NZ Z� MIN.EMB. VERTICAL_,," I I MULLION I I I I MULLIONANCHOR 00:3 BRACKET 2722 ^ z it m `a oS e SUBSTRATE BY OTHERS I I I I n W C 10 33 s3 P N� C]ea�LL� MIN. EDGE DISTANCE ^ m m A ANCHOR DETAIL B VERTICAL SECTION "~ a <Q 4 ALUMINUM MULLION MULLION ANCHORBRACKETSO.2722 L� SIDE VIEW-VERTICAL REMARKS BY DATE 6TH FBC EDITION AG 10/17 ANCHOR SCHEDULE FOR MULLIONS INSTALLATION SCREW EMBEDME EDGE INSTAL SUBSTRATE nLA OTY PER ANCHOR TYPE NT DISTANCE ANosxAuxo ScaEvaoouaowvmo EoavAar" PE LOCATION (IN.) (IN.) wrtxou wwrtEx coNssx of 9DIDNxc oaoa we ALTDIAnoN;AD0m0Ny NIGHIIGHfIHQ DA OIHEa MAMNGSTOTOS DOWMENTARF NOT EEamfRFDAND ANCHOR WOOD BRACKET 6 #14 WOOD ANCHOR 1.5 0.75 P��,`,S F 50-2722 � CONCRETE/ ANCHOR BRACKET .•• .. '• 'PO BRACKET 4 J'O ITW TAPCON 1.0 2.50 ; _ 50-2722 =* 7 MASONRY v ALUM. ANCHOR -A T T ? b MULLION BRACKET 6 1/4"SELF-DRILLING SMS 3 THREADS 0.50 O� F G= NAL.6� 4ai.xTsim WAMM DROPS,WC NOTENOTE INOA �:WRSW 3W FBPE CERT.OF AUIHOROARON No 79575 -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 CONFIGURATIONS,SIZES,AND DESIGN DATE: 10.06.17 PRESSURES. DWG.BY: CHK.BY: AG I HFN 5 SCALE: NTS x DWG.#: SWD015 SHEET n OF 10 Silver Line byAn MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) 9 L-Mull W-Tributary Width(in) ° Length(in) 1&0 20.0 1 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 DRNE 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSW M NJ 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:180D)2344228 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 =2 u- 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 W z E 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 MuwoN 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 cc a a 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 I o o Ei 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,, �f¢U J T.7 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 N m'5(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 I m a 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 I17 Jm 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 I IJJJ wx W j ^ W 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I-wx _wx-I 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 w vI'i 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 F 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 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 96.5 94.2 92.3 90.7 89.3 88.2 87.3 6TH FBC EDITION AG 10/17 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 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 a°vwuxoT°eaEvao°u®xwxo�oaa�ar wmlolrt wamw mxsrHr of euwixc oaovs,Ixc 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 uRUA3roxzlDomoxs wcxuDx3RD.oRTEVA NtRlwxesroTxu ooaa+urtAae xmPDw"rEowo 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 °" x►�0��'',i TABLE NOTES: � QUALIFIED ANCHOR CLIPS �� ' 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS 7 &CLIP DETAILS. _ 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. % 05.'•, T ? • I 54. SEE SHEET. ANCHOR REQUIREMENTS:3FISPIFIC CLIP DIMENSIONS. NA %%% •WOOD:#12 WOOD SCREWS + + + + + F�A.&I E •CMU:1/4"ITW TAPCONS 398 F-WLaD81COROMaw au DIVA SE FL W AUDIOIESA71011 Nu •CONCRETE:1 4"ITW TAPCONS MULLION ANCHOR BRACKET 50-2722 FHPE CERT.GF nwa •METAL:1/4"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 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 OF 0.10• ear 3.25• I AG I HFN 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. -EIS SCALE: NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". 0.375' DWG.#: SWD015 CONCRETE SHALL BE MIN.4000 PSI. _L_ H�] t �� �� t •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T--:� 1,00. �- 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) FOR CONCRETE ANCHORING € Silver Line 3 MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) hAndFrr3en 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 ONESILVERUNE DRRFE 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 NOUN 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 PH:180012344228 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 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 X 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 98.7 94.6 90.8 87.3 Z j V 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 °0 m p g�1 q 38.0 100.0 100.0 1100.05; 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 92.3 88.3 84.6 81.2 78.1 ^ a m$ 40.0 100.0 100.0 100.0 100.0 1 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 .96.5 91.9 87.7 83.9 80.4 77.2 74.2 v¢G a L7 m P E MUWON ry W Q Z s 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- N m CL I o 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 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 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 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 _ 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 ej w� 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 w2 i2 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 I t ~ a 58.0 100.0 100.0 100.0 100.0 100.0 1 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 II II II REMARKS BY I 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 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 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 70.0 100.0 1100.0 100.0 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 AHO9 NOTBEWROMMIHWHOI MI-F WITHOUT WRRFFN CON-OF BO40MG DROPS.WG 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 TRIBUTARY WIDTH=�� mw H6mn�DoO a°.svrtA�RFF v°FRA°Pm°mA°Ho 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 Z HVAuoA ou a H TABLE NOTES: F. 0���'',i QUALIFIED ANCHOR CLIPS 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS 7 &CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = T T r o 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.4. SEE SHEET 5. ANCHOR R3 FOIRFR SP ENTC CLIP DIMENSIONS. •WOOD:#12 WOOD SCREWS IRIUES r.NOprrplg1 P`E •CMU:1/4"ITW TAPCONS BuiO"RMO D r.Das� 325 E DANIA BEACH BLV0./Sla •CONCRETE:1/4"ITW TAPCONS MULLION ANCHOR BRACKET 50-2722 FBPE DORT.OF ADAM�OWATM Ha,ewe •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 DATE: 10,06,1] SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4' &EDGE DISTANCE OF 2.4r °'`° 3.zs DWG.BY: CHAG K.BY. HFN 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. �� D, SCALE: NTS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2 . B2s- CONCRETE SHALL BE MIN.4000 PSI. DWG.#: SWD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 77� 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 ALUMINUM 6063-T5. 2723 ALUMINUM(6063-T6) OF 10 FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) Sln hAnLdiWn- a L-Mull W-Tributary Width(in) i 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 DR- 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,MR 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 1 PH:800 130-0218 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0I 00.0 100.0 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 p 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 x- ,,; 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 MULLION oo '4 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 a 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 L "�C o � m 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 MULLION n m¢� z z s g 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 ca 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 e`"]y m?R 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 � ^,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 IIII I Wl W 0-- 52.0 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 F-W2-i~W2-I 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 " 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 '' a 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 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 6TH FBC EDITION AG 10/17 62.0 100.0 1 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 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 MER 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 'N;vm .M.Teuvnoo`"oo°owv'maHeaMPKI rc 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 �MTpWNR$'rtMD 0FBSNRNG•OR"K1NC 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 -NGSI�TNS DDNNtORARENWPDWD Dll ��� ES F• O ��i TABLE NOTES: �.���� .•'•'' F�%.� ' ° 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. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.4. SEE SHEET 3 FOR SPECIFIC �2��.` S. ANCHOR REQUIREMENTS:CLIP DIMENSIONS. ''i,�SS1ONA;E?G�O� •WOOD:#12 WOOD SCREWS HP10.8 i.NORMGO P.E.n WA P.E.HG 73M •CMU:1/4"ITW TAPCONS Sae E D ONG D�BL INO ve •CONCRETE:1/4"ITW TAPCONS P��AMDR AMOK N.n5M •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) MULLIOALUMINUM(6063-T6)N ANCHOR BRACKET 0 2722 FL#: 6. INSTALLATION SUBSTRATES: -I 1.00 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 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 OF -17 DWG.BY: -FN CHK.I• 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0.10• 2.07' 2.82 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". 0.25 SCALE: NTS CONCRETE SHALL BE MIN.4000 PSI. I 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 �/] OF 10 2724 ALUMINUM(6063-T6) u ALUMINUM 6063-T5. FOR CONCRETE ANCHORING € Silver Line s MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) MMdersc° 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 42.0 1 44.0 46.0 1 48.0 1 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 PH: 23"M08903 vx:Bo0 zaaezzB 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 =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 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.300 j to ii 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 89.3 85.8 82.5 z F 38.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 96.7 92.3 88.3 84.6 81.2 78.1 N g- a o a s a 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 N L�i ¢ 9 Z s 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 L N m 1 0 o 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 MULLION m a 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 ^ Y Co 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 �� R 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 wz F 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 w7 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 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 I 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 -wi 4-wz A 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 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 70.0 100.0 100.0 160.0 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 wm°rours AwnnD°m`aE°N:o�EGunni„�;Ra°s c ALR]UTIDNS,ADDIIIDN;„IGNNGMONG,OR OMDt 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+W2 muw„esronasooaueNrau„mvexwmmuG 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= ```1�11u��►►7j�T TABLE NOTES: 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. -A 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. =40 54. SEE SHEET . ANCHOR 3 FOR SPECIFIC REQUIREMENTS:CLIP DIMENSIONS. "''FSS'ON'1111';e%%% •WOOD:#12 WOOD SCREWS 'ERWES F.1OR=P.E. FICMA PE"73M ADROP$INC M •CMU:1/4"ITW TAPCONS 395aGUDANA BEACH NA BLVD see DABEAM EL SIODf •CONCRETE:1/4"ITW TAPCONS MULLION ANCHOR BRACKET 50-2722 WE CERT.of"IHOWAiaN NR.2957 •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL#: 6. INSTALLATION SUBSTRATES: -{ 1.00• 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 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 OF 0.z0• 2.or z.Rz• t � AG H FN 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'. o.zso^ CONCRETE SHALL BE MIN.4000 PSI. DWG.#: SWD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 1.�• SHEET STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8H THICK MULLION ANCHOR BRACKET 50-2722 OF 10 ALUMINUM 6063-T5. 2724 ALUMINUM(6063-T6) FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF).STRUCTURAL MULLIONS(ONE-WAY) Silver Line sL-Mull W-Tributary Width(in) 1 �rAnde2i�° 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 ' 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 1 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 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 1 NORTH BRUNSWICK,NJ 08902 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 PH:(9031 2MA228 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 2 Z u 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 z 6 E e 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 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 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0Oc r E ¢ J P 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 ^m a o o a�'g 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0E MULLION-, m g J W 3 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.017 Z) DO 48.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.01 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 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 W2 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 56.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 REMARKS BY 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 1 100.0 100.0 100.01 100.0 97.5 94.5 91.9 89.6 87.7 86.0 84.6 83.4 82.5 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 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 1 89.3 86.4 83.9 81.7 79.7 78.0 76.6 75.3 74.2 TN - EMOP GBGDD NG DROPS W iU1D SHNLNOTDEUM.DUW2 WNOIFORPANT 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 wmDu wxlnENmNgNrDGpGimwGDwo�iN� nETEwTroxs,�DDmoN;HicNKwxnxc,oRan"R 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 MN DNGS O gSD00 MFMMENOf PERM ffD�D NV 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 ��0111111 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS 7 •p' &CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. T T 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREM NTS: i�sS/ONALE�G?%``` •WOOD:#12 WOOD SCREWS xE 4!py1�6l1'�0 •CMU:1/4"ITW TAPCONS Bi1°DEn"O mD"Pm Ne 388E Ou BEUK R DAM 812 BW0. 3w •CONCRETE:1/4"ITW TAPCONS MULLION ANCHOR BRACKET 50-2722 FBPE CERT.OF •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. I • b.00• DATE: 10.06.17 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF °'1D DWG.BY: CHK.BY: 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. D32s + � 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. 01 DWG.#: SWD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T� 2. 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 (p� ALUMINUM 6063-T5. 2728 ALUMINUM(6063-T6) �J OF 10 FOR CONCRETE ANCHORING 1 Silver Line 3 MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) hAncff6 n Mull -Tn utary i in i Length in 18.01 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 1 38.0 1 40.0 42.0 44.0 46.0 48.0 50.0 52.0 i 24.0 100. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.01 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 26.0 100.01100.0 100.01 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ONE SILVERUNE DRIVE 28.0 100. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSW M NJ 08902 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 PH:800 2344228 32.0 100. 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 96.5 92.8 N z 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 j O z 36.0 100.1100.0 100.01 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 93.2 89.3 85.8 82.5 ? �i 38.0 100.0100.0 100.01 100.0 100.0 100.0 100.0 1100.0 1100.0 100.0 100.0 100.0 96.7 92.3 88.3 84.6 81.2 78.1 °p o 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 '4 o s 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 ep¢C m a 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 i-E n m a o 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 MULLION N-Z ZO 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 MuwoN ua ^ =j m 50.0 100. 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� f m 52.0 100.0 100.0 1100.0 100.0 100.0 100.0 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 ;C n /a 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 W H r+ a \® 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 65.6 62.6 59.9 57.4 55.1 53.0 Wl 58.0 '00.0 100.0 100.0 100.0 100.0 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 60.000. 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 II I REMARKS &BYDATE 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-W2- -W2-i 6TH FBC EDITION 0"7 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 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 58.5 55.7 53.2 50.8 48.7 46.8 45.0 TWO-WAY MULLION DIAGRAMS 68.0 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 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 52.5 50.1 47.9 45.9 44.1 42.4 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 "AND"Wlx"PBFPNEPRODU4DINVMpE 1- wmrour wRmex mxsPxr oP aw�Ow O OxoP;roc 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 + aTDunW-NCOoxswOxueLDRNGDRonrn TRIBUTARY WIDTH= � MAPIRNGS TOTHB DDNMCNfARE NOTPERMRTFDANO uOA TABLE NOTES: �J`�ES F"r0'����i 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEET4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS �,'�ze?: =`ASO'' &CLIP DETAILS. :* 7 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. -A4. SEE SHEET 3 FOR SPECIFIC T T 5. ANCHOR REQUIREMENTS:CLIP DIMENSIONS. , `S/ONAI E�G�?�`` •WOOD:#12 WOOD SCREWS zu;N„ 1y •CMU:1/4"ITW TAPCONS WIRIDA sRe c o�NO me DIVA BEA04 FL 3W •CONCRETE:1/4"ITW TAPCONS MULLION ANCHOR BRACKET 50-2722 �DEFT.OF AOTMOR"ATIDN Na 20 sm •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. 3u. 4.00' DWG 10.06.17 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 030 DW AG CHK.BY: 2 -1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 4] SCALE: NT$ •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4 &EDGE DISTANCE OF 2-1/2". oars CONCRETE SHALL BE MIN.4000 PSI. DWG.#: SWD015 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. �� 3w 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 ALUMINUM 6063-T5. 2728 ALUMINUM(6063-T6) O OF 10 FOR CONCRETE ANCHORING