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2-5 ANCHORS,SEE DESIGN PRESSURE RATING I IMPACT RATING CLUSTER DETAILS SHEET 5 12-3/4°MAK.O.C. VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE W MAX L,� _�B,SEE '1-1/4` LEVEL,SEE SHEETS 6-8 IMPACT RESISTANT �---'— SHEET3 MAX. SEE SHEETS r 9.16 0 SEE 2.6 ANCHORS,BEE CLUSTER r � -- —'SHEET 4 DETAILS SHEETS 75•�`* 18.B4'PNUC O.G. S I 10'MAX —.---t _ 8.MAX' ,I F� MAX O.C. A,SEE _,�B SEE 11 _ I 3HEET3 A I C SEE r 10"MAX SHEET 4 j E SEE •I I C SHEET3i � 19' 76" E EQUALLY MAX.O.C. MAX 72• SPACED I ter' / BUCK 1 / / MILY ANCHORS PER HEIGHT 1 ! BUCK EQUALLY / SPACED TABLES 17-22 / / SPACEDMAX• UCK ('� �I / I HEIGHT ANCHORS PER I ✓ `� B i SEE T / / TABLES 23-27 / - / i HEIGHT SHEETS J 0-16 I 1X D. 0 X I O X I X O X I MA. C. AX SEESILL I SEE SILL I WEEPHOLE� �. I .I WEEPHOLE I BEFORE _r...e i 8"MAX DETAILS, 4"O.C. I I 3•MAX. DETAILS 4'O-C. T MAX 4'O.C.BETWEEN SHEE73 I BI=RM1'EEN —►j f.e— SIiEET4 [!F ETWEES� 'BUC1(WIDTH DW SHE-E 3'TAAX.ROLES SHEET3 WEEPHOLES 75"MAX.BUCK WIDTH 140"MAX.BUCK WDTH ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP,FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN CODES/STANDARDS USED: •201T FLORIDA BUILDING CODE(FHC)),6TH EDITON i GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FBC),STH EDITION -ASTM E1300-09 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS CFTHE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(I IVHZ). •ANSUAF&PA NOS-2015 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. -ALUMINUM DESIGN MANUAL,ADM-2015 3)FOR MASONRY APPLICATIONS IN MVN11-DADS COUNTY,USE ONLY MiAM-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM COO •AISI SIGO-12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE •AISC 36CA0 4)ALL WOOD BUCKS LESS THAN 1-11T THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2XARE 1-Vf2•THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN ! AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GENERAL NOTES...___.._..._-__1 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USEANCHORS OF SUFFICIENT LENGTH TOACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS.._...:......_.. ......_._1 I SHOULD BE SEALED.OVERALL SF,AIJNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND 7HE SCOPE OFTHESE INSTRUCTIONS. FRAME,GLASS&ANCHOR 6)114"MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS..................._....2 7)DESIGN PRESSURES: INSTALLATION,FLANGE& t A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. - EQUAL LEGBEGRAL.__.._3 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. INSTALLATION,INTEGRALFIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-1t3%STRESS INCREASE HAS NOT BEEN USED IN & _........'....._..4 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS IN'O WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS GLAZINGG DETAILS._...... ETAILETAILS._._............._.,5 ' DESIGN PRESSLRES SHALL MEET THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. QUANTITIES ..._._....."...6 1 ANCHOR QUPROFI ES....-.-........971E 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THEAUTHORffY HAVING JURISDICTION. EXTRUSION PROFILES 8 BOM....17 I 10)REFERENCES:TEST REPORTS FTL-6072,8073 8 8074;ELCO ULTRACON NQA;ELCO CREETEFLEX NOA:ELCO AGGRE-GATOR NOA;FNFRGI WINDOW AND DOOR PROFILES,LTD WHITj E&BRONZE/LIGHTER - ASSEMBLY..........._.........._.___..18 PRODUCT REVISED SHADES OF CAP COATED PVC EXTRUSION NOA5;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAFBPA NDS&ALUMINUM DESIGN MANUAL 11)APFLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BURDING OFFICIAL as co Plyin with the Florida SUltd USER INSTRUCTIONS: NOA-No. 17-0411.0E 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. j 11 I I1 I i --- Revised pate Rsvician: expiration D,pta 09124/2020 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE I)AND `��`�pNY LYIV/v �.,� UP DAlEDT0FBC2017d=.D -- REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING '�. VW..... �r� JR 03/27/17 NOTE TO ANCHOR QTY.' BynII Producton o TABLES 6-16(SHEETS 6.8)IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING Q •,•[f� Rcvfwd W. Diot& Revislm. OBTAINED I �N STEP I.USE INDEX TABLES ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. N0. `A 3)DETERMINETHE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET2 ACCORDING TO THE INSTALLATION _=�; CONDITIONS. — :/�/ •=*- %0-01 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16).VERIFY THE ANCHOWSUBSTRATE WILL MEET 1 g •� Z ® p� PR REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3.AND THAT ALL MIN.REQUIPOVO4TS FROM THIS SHEET =� 3 =�� GENERAL NOTES&ELEVATION SET ARE MET. _ �i(W"'•• •(V 1070 TECHNOLOGY DRIVE lips:5)INSTALL AS PER SHEET 3 FOR FLANGElEQUAL LEG INSTALLATION OR SHEET 4 FOR INT=ORAL FIWJ-CHANNEL INSTALLATION. � ��OVtlpl; C N.VENICE,FL 34275 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. '�� O rN1AL11,, ,` (S41MB-16CQPYTaGW600 aTwnI .INSHORIZONTAL ROLLER-LM*NOTE_DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(.-CHANNEL,FLANGE, NN IGtILLER P.E �'NOO� SZ11S117"IINTEGRAL FIN OR EQUAL LEGBOX),SEE FIGURE B ON SKEET 2. P.EA 58705 CERT.OF AUTH.62929E HR-5510 NTS 1OF 18 MD-