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SILVER LINE WINDOWS AND DOORS Silver a SERIES 27231 2724, 2728 ONESILVERUNE DRIVE N04TN ORUNSflUNSWICKICF,N10a903 PH:Nm 23-218 GENERAL NOTES: STRUCTURAL BEAM MULLION (IMPACT) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE DO E= '" i CURRENT FLORIDA BUILDING CODE(FBC),EXCLUDING HVH2 AND HAS BEEN EVALUATED W 1 F�� L N ACCORDING TO THE FOLLOWING: A B ZO OTAS 202-94 4 y 4 N n� ~ O ASTM E330 g A 2, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A N W Q ¢ I'll i MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING W2 N `, APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4i a DO m m W 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY L TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE u3 ut i RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 1- INSTALLATION. ~ a W1 A. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT REMARKS BY DATE ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO A 8 5TH F8C EDITION AG 10/17 DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN 4 4 NON-HVH2 AREAS.IN HVH2 AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM A B MIAMI-DADE PERA. 4 4 A y' S. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-TS(AS NOTED) q a q 4 4 ANp StuLL NDi of pFlnOouCEpwwnpiF 011fApf Y WMr1-1T I's D1TIDNi IYGXIILNIINL,ODDMEL 6. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER tLw `�NG3 rIH�.uo.°ri u�:Nr Anf Xor PFawrtco..Np SEPARATE APPROVAL. C W2 µw CFxnF"DT1I 7. SEE SHEETS 5-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING 4 igilally sipnQQoy er I le F{JorIn P.E. aeson:l�(1.ap �nl0' mfnj REQUIREMENTS,MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ale:; j:72 4 8. IN ACCORDANCE WITH THE CURRENT FBC CH2O DISSIMILAR METALS INCLUDING FASTENERS � 7 =Po' ` THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. * ....': * TABLE OF CONTENTS a 'n wl � sTT G�Z e SHEET REVISION SHEET DESCRIPTION E1 GENERAL NOTES&TYPICAL ELEVATIONS 49) HERUES F.ROUND.P.E. 2MULLIONS CROSS SECTIONS L BUUMNa DROPS.NOe aY0 E—A a 01 aLw. 13e oArw,sofa+.PL aaoo� 3 ANCHOR CUP CONFIGURATIONS FDPE DERL DF AUTHmuy,DN Hw IY!]D TYPICAL ELEVATIONS 4 VERTICAL SECTIONS FL fI: C ANCHOR LOAD TABLES FOR 2723 ONE-WAY INSTRUCTIONS: F L V O 6 7 _ ' MULLION ANCHOR LOAD TABLES FOR 2723 TWO-WAY 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. DATE: 10.06.17 4 ° MULLION 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. CHK.BY: DWG.BY: a ANCHOR LOAD TABLES FOR 2724 ONE-WAY 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: AY: HFN 7 MULLION ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. c P ANCHOR LOAD TABLES FOR 2724 TWO-WAY ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE SCALE: NTJ 8 MULLION USE OF TWO-WAY MULLIONS. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING DWG.R: ANCHOR LOAD TABLES FOR 2728 ONE-WAY CHARTS ON SHEETS 6-10. S W D014 9 MULLION S. QUALUSINLIIIFIED CLIP TYPES APPEAR ON SHEETS 3&4.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS SHEET ` 10 ANCHOR LOAD TABLES FOR 2728 TWO-WAY WITHIN AN OPENING ARE ALLOWED. MULLION 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY OF 10 DESIGN PRESSURE RATING.