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GENERAL NOTES:SERIES 5520 IMPACTRATING DESIGN PRESSURE RATING IMPACT RESISTANT,VINYL FIXED WINDOW LARGE&SMALL MISSILE VARIES PER GLASS TYPE.SEE Y)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF IMPACT RESISTANT TABLES 4-13,SHEETS 6-10 THE FLORIDABUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). MAX BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) MAX BUCK WIDTH SEE TABLES 4-9 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MAX .C.SEE 1.25"MAX, - - (SHORT OR LONG SIDE] FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ.THE OUTBOARD -O B,SEE TABLES 413 6'MAX. D.SEE MAX.O.C.SEE TABLES 49 LITE(CAP)MUSTTEMPERED. SHEETS i SHEET4 J •.✓:::,tq>ng u pith Ih:.:'&YXtt 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE I I �n:x�cx;� 4,. SOUTHERN PINE,ASTM C80 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER VISIBLE VISIBLE �:;�; �Drlr ANCHOR TYPE. LIGHT WIDTH MAX.BUCK LIGHT WIDTH HEIGHT,SEE p� 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. -- TABLES 413 r h'%�^': Dede Pcsdun•..o: 1X WOOD BUCKS ARE OPTIONAL IF UNITIS INSTALLED DIRECTLY TO SUBSTRATE.WOOD (LONG OR I BUCKS DEPICTED AS 2X ARE 1.12'THICK OR GREATER IX AND 2X BUCKS(WHEN USED) i i SHORTSIDE) - - JR-06106/17-UPDATED SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK r I VISIBLE r - VISIBIF ANCHORAGE TO FBC 2017. DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER(EOR)OR A LIGHT A,SEE C LIGHT C,SEE o ARCHITECT OF RECORD,(AOR). I HEIGHT SHEET3 I / HEIGHT SHEET4 .S 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR I / I / STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION 'MAX.BUCK ANCHORS SHOULD BE SEALED.OVERALL SEAUNGIFLASHING STRATEGY FOR WATER HEIGHT,SEE RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX O.C. 1 TABLES 4-9 SCOPE OF THESE INSTRUCTIONS. SEE TABLES (LONG OR :j m 443 MAX.O.C. I SHORT SIDE) W N Y .9 6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT SEE J. w O) IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED _ TABLE 9 p o W co 9 p LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS - I•I }n 0100 O IMPOSED ON THEM BY THE WINDOW. B- _� 6'MAX —;-I I-+— D —_ 125"MAX. �{ 1+— 00 cM F w 7)oeslGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL O ttl o 1 p A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE,FRAME Z m S. v"' 0 � ANALYSIS AND GLASS PER ASTME1300. FLANGE FRAME(90"CORNERS) FRAME(90"CORNERS) =w B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE TEST (ANCHORED THROUGH NAIL FIN) W— m .oN PRESSURE,FRAME ANALYSIS AND CLASS PER ASTM E1300. 1— 1.25'MAX• I—W .7 00 ,1M1t0 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. 6°MAX --►� y` B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 6'MAX ./ Z�' Q Q LL CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 633-1/3%D STRESS INCREASE V HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR MAX. Z W O WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO MAX.O.C. MPJC.O.C.SEE O.C. L I CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE BEE TABLES / SEE W I TABLES 4-9 FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 4-13 1 e i TABLES ® r 0 M hays r 1 49 Z_ � Vf 9 METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX.O.C. Z CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING SEE TABLES JURISDICTION. VISIBLE4-13 VISIBLE - a X Z UFLIGHT LIGHT0 HEIGHT Q2 10)REFERENCES:TEST REPORTS FTL-7697;ELCO ULTRACON NOA;ELCO CRETEFLEX NO& 7 / HEIGHT MAX BUCK w J LUIn ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE& BRONZMI[GHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN / MAX.BUCK / HEIGHT,SEE U Z W CL SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NOS&ALUMINUM DESIGN MANUAL HEIGHT,SEE TABLES 4-9 (� d TABLES 4-9 (LONG OR all �sap saua5 11)"PVB"=.090-TROSIFOL®PVB BY KURARAY AMERICA,INC. VISIBLE (LONG OR VISIBLE SHORT SIDE) "SG"=.090"SENTRYGLAS®INTERLAYER BY KURARAYAMERICA,INC. LIGHT WIDTH SHORT SIDE) - _ LIGHT WIDTH `\``7111 Nf ffff, 6"MAX. `�• �Q�Y LY GENERAL NOTES.........................1 VISIBLE LIGHT FORMULAS I. I.I . . . . . . .I'I `:�a'�: VGENSF •.C(��' ELEVATIONS........................_.......1 � � 1� �� 1.25"MAX.. � � ••'P FRAME,GLASS&ANCHOR WIDTH:BUCK WIDTH T-4-3/1 L MpX O C "1 g-MAX, 1,25" MAX.O.C.SEE TABLES 4A ��HEIGHT:BUCKHEIGHT-4.T/16" �--►•r MAX OPTIONS......_.....................2 SEE TABLES 413 INSTALLATION,FLANGE& CODES/STANDARDS USED: - MAX.BUCK WIDTH SEE TABLES 4-13 MAX.BUCK WIDTH SEE TABLES 4-9 EQUAL LEG..........................3 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) V �` INSTALLATION,INTEGRAL FIN& •2014 FLORIDA BUILDING CODE(FBC).5TH,EOITION TYP.INTEGRAL FIN 8 J %O•'. STA lV TYP.EQUAL-LEG/BOX& �HANNEL........................4 -ASTM E7300-09 GLAZING DETAILSS........................5 .ANSUAF&PANDS-2015 FOR WOOD CONSTRUCTION FLANGE FRAME-CU( RVED J-CHANNEL FRAME(CURVED OR DESIGN PRESSURES...._.............6.10 -ALUMINUM DESIGN MANUAL,AOM-2015 OR ANGLED CORNEE ANGLED CORNERS) '•S�O/VAL BOM&ASSEMBLY......................11 •AISI S100-12 (ANCHORED THROUGH NAIL FIN) f /f 111111111 •AISC 360-10 A.LYNN MILLER,P.E. RES 58705