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DESIGN PRESSURE RATING I IMPACT RATING VARIES PER REIN NOT RATED FOR FCRCWMit;T I CLUSTE 2-5 ANCHORS.SEE LEVEL,SEE SHEETS GB IMPACT RESI— r'wP R DETAILS SHEET S—, 2-314'MAX.D.C. SEE SHEETS S'MAX ...... _B.SEE MAX D.SEE 2-5 ANCHORS,SEE lam, SHEETS S�EET-1 C',US7ER DETAILS SHEET 5 18'94-MAX.D.C. S*MAX. MAX 0 C. r—S.SEE SHEETS -7) A.SEE . ..... 1W MAX. S 10'MAX C'SCE! HEEET 31 SHEET41 ------- A HE S E S E-M E 72' EQUALLY MAX.D.C. 7r MAX EQUALLY SPACED) MAK. • BUCK NIAX ANCHORS PER SUCK DI'PrACFD'� HE,GHT I. TABLES 3-16 HE.G' ANCHORS SUCK LES 17-te HEIGHT SEE TAU 67- x SHEETS- j ) ICl/ ` I 4 I I f MAX 0.C. 0 x 0 x x t_x L� 'MAX MAX 1 8 -- SSE 'VISES ------- w lt�3 OILL EEPf I— EE'H't SHEET4 3'MAX 4'0.C�BETWEEN TAILS, 3'MAX. ':,C DETAILS, 4*0 SSE i7H M- 3 ,L BETWEEN WEEPIO OLES rVEEPHOLES iWESPHOLIES D DETAILS. WEEVH SHEET 3 140'MAX SUCK WIDTH 75'MAX.SUCK WIDTH 75'MAX.BUCK WIDTH ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL SHOWN AS XOX CONFIGURATION SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION CODES I STANDARDS USED, ANCHORED THROUGH THE NAIL-FIN :2017 FLORIDA 8 I D DA BUILDING CODE(FBC)STH ED 10 GENERAL NOTES:SERIES 5410 NOWIMPACT RESISTANT HORIZONTAL ROLLER •20 4 FLORIDA BUILDING CODE(FBC):STHEDITION -ASTM EI300'09 i)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). -ANSIIAF&PA NDS-2016 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE REQUIRED WHEN USED IN WINO-BORNE DEBRIS REGIONS. -ALUMINUM DESIGN MANUAL,ADM-2015 3)FOR MASONRY APPLICATIONS IN MtAMI-DADE COUNTY,USE ONLY MIAMI-OADE COUNTY APPROVED N'ASONRYAVCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM CSO -AISI SIOO-12 CONCRETE MASONRY UNITSAND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. -AISC 360-10 4)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED IX INSTALLAVONS,"X WOOD BUCKS ARE OPTIONAl-IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE:1-Ir'THICK OR GREATER.IX AND 2X SUCKS("'HEN USED)SHALL.BE DESIGNED AND SECURED To PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILRYOF THE ENG144EEP(COR)ORARCHrFC70F RECORD,(AOR). EMBEDMENT $)ANCHOR EMNT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.ENIDEDMENT.INSTALLATION ANCHORS GENERAL NOTES..._.____l_.I SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND,HE SCOPE OF THESE INSTRUCTIONS. ELEVATIONS_........_..._.._._..„.._. 61114-MAX.SHIMS ARE REaJIrED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHII,%CAPABLE OF TRANSFERRING APPLIED LOADS, FRAME.GLASS CR 7)DESIGN PRESSURES: OPTIONS...„._.-„„..._.........2 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PCRASTM E13W. INSTALLATION.FLANG & B.POSITIVE DESIGN LOADS CASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. EQUAL LEGVSOX.-.-..---3 C.DESIGN LOADS ARE BASED ON ALLOWASUESTRESS DESIGN.ASIEL INSTALLATION,INTEGRAL FIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WIPIDLOADS CORRESPONDING TOTHE REOW-RED DESIGN PRESSURE.1NE 33AJ3%STRESS INCREASE HAS NOT BEEN USED IN 4 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FAC70R WAS USED FORTHE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THATCOME-E INTO CONTACT WITH OTHER DISSIMILAR MATERIALS GLAZING 5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE- DESIGN PRESSURES....__.-...._ 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;EL 0 ULTRACON NOA;ELCO CRMFLrX NOA,'ELCO AGGRE-GATOR NDA:ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&SRONZEAJG4TER SHADES OF!CAP EXTRUSION PROFv_r:s _..14 COATED PVC EXTRUSION NOA�S;NATIONAL DESIGN SPEOFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA 140S&ALUMINUM DESIGN MANUAL JASSEMBLY....... I i)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFnCAL_ PRODUCT REVISED as complying the Pl.irld. B.Cd USER INSTRUCTIONS: NOA-gS No. 17-0414.09 1)DETERMINE THE SITE SPECIFIC,WINDOW OPEMNG'S DESIGN PRESSURE REQUIREMENT USING WINDUCLAD STANDARD ASCE 7. R-h. 2)KNOV41NGYOUR FRAME TYPE,WINDOW CONFIGURATION(OX.XO.KOX),SIZE,GLAZIlJGOP7.jON FROM(TABLE TIAND Date 09/24/2020 REINFORCEMENT,LEVEL,DETERMINE YOUR WINDDW�S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING tv Lymv JR 03/27/17 NOTE TO ANCHOR QTY.TIA5. TAU '�p 'LES 6 SETS 6 -SIGN PRESSURE REOUIREMFNTFOR THE WINDOLVOPENING 1.USE 1140EXTABLE 6 ON SHEET 5 TO HELP FIND THE APPROPRIATE TABLE. 12(SH 8).IT MUST EQUAL OR EXCEED THE DE R-Is.d Of,. OBTAINED 31 DETERM;'�'44ESTTFE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 Z46 3 ON sHFFT-2 ACCORDING TO THE INSTALLATION No.58705 -%13 t CONDITIONS. 4)DETERMINE HE ANCHOR OUANT.ITY FROM TABLES 13-19(SHEETS 9.13L yERIFY THE ANCHOR/SUBSTRATE WILL MEET '7;OkWSKI REQUIREMENTS FOR YOUR OPENING-S CONDLTION FROIvj TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS :7 GENERAL NOTES&ELEVATION SHEET-SET ARENIET. 311 1070 TECHNOLOGY DRIVE 5)INSTALL AS PER SHEET 3 FOR FLANIGEfECILIAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FINJU•CHANNrl_INSTALLATION. •• N.VENICE,FL 34275 Tide Data• USE TABLE 4 ON SHEET 2TO FIND THE APPROPRIATE DETAILS. (S41)48G4600 HORIZONTAL ROLLER-NI 05/15195 INTEGRAL FIN OR EQUAL LEGISOX),SEE FIGURE 6 ON SHEET 2� CERT.OF AUTH.A29296 HR-5410 0 HR5 B NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE. trs sle." NTS 17 F 15 Mn- 410-01-OT�