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DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT NOT RATED FOR 2-5 ANCHORS,SEE CLUSTER DETA�SHEET 5 I'^-• 12.3N'MAX.O.C. i-1/4• ,�I L� SEE SHEETS LEVEL,SEE SHEETS 68 IMPACT RESISTANCE B"MAX {-.- .__.. I _`.B,SFE MAX - I I 8.13 _�D.SEE 2-5 ANCHORs.SEE I,-- "MAX-1 SHEET3 SHEET4 GLUMMER DETAILS SHEETS—� MAX C 18�• B.SEES A,SEE 10'MAX-_. _ C,SEE -"--'--- SHEET 3 10'h1AX SHEET4 t T A E. T SLE '-7T L I I } C SHEET3� 19, EQUALLY MAX.O.C. 72' I 1. E SPACED �� MAX, a BUCK EQUALLY 63' ANCHSEE ORS PER BUCK SPACED I j MAX. TABLES MITI HEIGHT HEIGHT ANCHORSPF71 BUCK SHEETS / / TABLE 317-19 / HEIGHT &13 16.67' 0 X 0 X X 0 X MAX.O.C. 8'MAX B'MAX I'• I ! SEE SILL , .�_ j-�rB SEE SILL WEEPHOLE WEEPHOLE SEE SILL 4'O.0 3'MAX. 4-O.C. 3•MAX DETAILS, DETAILS, WEEPHOLE� 4'O.C.6ET4VEENSHEET3� BETWEEN - (+ SHEE74_J BETWFFN D DE7AIL5, LEWMAX. EEPHOLE76'MAX BUCK WIDTH EPHOLE 75'MAX.6UCK WIDTH SHEETS 140'M1tAX BUCK WIDTH ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FBC),SFH EDITION 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANEZONE(HVHZ). -ASTM F&PAE1300 N9 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. •ALU:ALUMINUM DESIGN M FOR WOOD CONSTRUCTION 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 'ALUh9NUM DESIGN MANUAL,ADM-2015 -12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE •AISI 3 0_10 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF INFF IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS •RISC 360-10 'DEPICTED AS 2X ARE 1.112,THICK OR GREATER.1XAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AOR). 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GENERAL NOTES._.._-._._-.1 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ELEVATIONS...._......._.__..._....1 6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. FRAME,GLASS 8 ANCHOR 7)DESIGN PRESSURES: OPTIONS..............._.....2 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. INSTALLATION,FLANGE 8 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. EQUAL LEGIBOX........_.._.3 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. INSTALLATION.INTEGRAL FIN 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN >£J'CHANNO--••.-.----•.-..4 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THATCOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS GLAZING DETAILS_....._..__...._...5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE DESIGN PRESSURES....___.__._6-8 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. - ANCHOR QUANTITIES..___.....9-13 10)REFERENCES:TEST REPORTS FTL•8072;ELCO ULTRACON NON ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE 8 BRONZEJLIGHTER SHADES OF CAP EXTRUSION PROFILES 3 SOh1_14 COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAFBPA NDS S ALUMINUM DESIGN MANUAL I ASSEMBLY..................................AS II)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL PRODUyCT REVISED J USER INSTRUCTIONS: Uulidlng LYlodnWi�the Florida i NOA-No. 9 7-0411.09 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENNGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. 11 // R,vfs d 8f Date: Rarision: 2)MOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX.XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND \\\\ 7A� UPDATEDio rec 2at7.ADDt9 F..pimOon Date 09/24/2020 J REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING �\\ Ot1Y LYlvv �i� JR 03/27/17 NOTETOANCHOR OTr.MeLs J TABLES 6.12(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING 'C1`• (CEN �� DY V '• ' Revi �'sed Date: Rerlrfon: Miami-D de Product Control OBTAINED IN STEP I. USE INDEX TABLE fi ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. � Q�% •,FP� 3)DETERMINE THE MOSTSUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET ZACCORDING TO THE INSTALLATION No.58705 CONDITIONS. =1✓1' I. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19(SHEETS 9-13).VERIFYTHE ANCHORISUBSTRATE WILL MEET - *- ® D-OPBae: Drown By: _ REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3.AND THAT ALL MIN.REQUIREMENTS FROP61 THIS -_-O Al _ GENERAL NOTES&ELEVATION J ROSOWSKI SHEET-SETARE MET. -- - - - - �� 71.1 f�(V� 1070-TECHNOLOGY.DRIVE _ 6)iNSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJ-CHANNEL INSTALLATION. �QT••,• l I' !(7 N.VENICE,FL 34275 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. � '•,'Y ORIOP. \�� (9411480-1600 HORIZONTAL ROLLER-NI 05/15/15 ',�SSY •..•.•• r1Cj, corrtuaALLRMTwTrvasm�cs.arc. NOTE DESIGN PRESSURE RATING DETERMINATION IS THE TAME PROCESS FOR ALL FRAME TYPES(!-CHANNEL,FLANGE. 'A ONAL�1\\� ALLR ReseAveo Serhs/NodeF Srnle: sheae Droniy No. INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURER ON SHEET 2. �.4A»INM44ER b.E, CERT.OF AUTH.029296 HR-5410 TUTS 1 OF 15 MD-HR5410-01 B P.E.K58705 f