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i s AMERICAN CRAFTSMAN WINDOWS Q PLY GEM WINDOWS. Silver SILVER LINE WINDOWS AND DOORS AMEPIPYGMFWNDOWSNDOWS SILVER UNE WINDOWS AND DOORS ONE SILVERUNE DRIVE SERIES 2723 (PART#230295), 2724, 2728 (PART#230296) NORTH BRUNSWICK,N108902 PH:(800)234-0228 GENERAL NOTES: v-� STRUCTURAL BEAM MULLION (IMPACT) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED Wl— W2 -- L v� a ACCORDINGTO THE FOLLOWING:202-9 m TAT E330 I gz �$ ASTM E330 4 N n�j G S ffi¢N a xe N Q z 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A —� � ��WCo MAIN WIND FORCEOASIS TO THE SYSTEM IS HERWITHSTANDING TYOFT EENGI ENGINEER ❑ W2 �o —_'•+� ; APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OFTHE ENGINEER �m N`=`a m m OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND12X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHOREDTO PROPERLY L LNitryJ °�w (/ TRANSFER ALL LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF B W s INSTALLATION. 4 4 o- Wl 4. 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 I 6TH FBC EDITION AG 10/17 DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR 11. ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN 4 NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE RER. A 5. MULLION&CLIP MATERIAL:ALUMINUM 6063-TG 4 ANDMAYNOTREFLEa AaDALEONOM—FORASPEOPI SITEIFSITEEDNDMONSMSEINSTA n0NTODEVIATE E REMAWENTS DETAILED HERELN,A UMSED 6. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER FFNG..Oq AROEITECTSMLLPAVP ESITESPECIFIC ' SEPARATE APPROVAL C C OONMENTS EOq USE HTNii DONMFNT. F DlgItBlly sl V Wdd F, orero,P.E 7. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING 4 L 4 Reeson l I 5-1 i enl REQUIREMENTS,MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. Det`•d0 •:�`/•: CA 0• E B. IN ACCORDANCE WITH THE CURRENT FBC CH2O DISSIMILAR METALS INCLUDING FASTENERS B B B L :•0 S•-;�Po THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. 4 4 W1 4 E TABLE OF CONTENTS s A OF r " O SHEET REVISION SHEET DESCRIPTION i c O 10 P;•'�46 1 GENERAL NOTES&TYPICAL ELEVATIONS A P14 �/ <S'O L G 4 x DRJJDA NfiOPoDA P.E.ND TJP18 2 MULLIONS CROSS SECTIONS L W1 —L W 3De E olAr�iu FAIN au 3 ANCHOR CLIP CONFIGURATIONS EBPE�OFF R&C"w2�.EnaH xe.MWO 4 VERTICAL SECTIONS TYPICAL ELEVATIONS FLit: C G G'7 R S Ii ANCHOR LOAD TABLES FOR 2723(PART 8230295)ONE-WAY MULLION INSTRUCTIONS: r L V O V/ 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. DATE: 10.06.17 6 ANCHOR LOAD TABLES FOR 2723(PART g230295)TWO-WAY MULLION 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: DWG.BY: CHK.BY: F 7 ANCHOR LOAD TABLES FOR 2724 ONE-WAY MULLION - ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. AG H FN • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE. SCALE:- NTS 8 ! ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION USE OF TWO-WAY MULLIONS. S 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING DWG.a: SW D014 I 9 ANCHOR.LOAD TABLES FOR 2728(PART U230296)ONE-WAY MULLION USING CHARTS ON SHEETS 6-10. 9 S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 3&4.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS SHEET 10 ANCHOR LOAD TABLES FOR 2728(PART 11230296)TWO-WAY MULLION WITHIN AN OPENING ARE ALLOWED. OF 10 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. i I