19-20818 - Laserfiche WebLink

Browse Search

DESIGN PRESSURE RATING I IMPACT RATING 2-5 ANCHORS SEE VARIES PER REINFORCEMENT NOT RATED FOR CLUSTER DETAILS SHEETS 12a/4•MAYL O.C. 1-114' SEE SHEETS LEVEL SEE SHEETS 65 IMPACTRESISTANCE 8'MAX F� —'—SHEET3 - 943 —�D•S� 2S ANCHORS.SEE — SHEET4 CLUSTER DETAILS SHEETS 16.86" L— .�..( (-.— 18.94'MAX.O.C. MAX.O.C. I` - - - B"M/UC � F+-- r—�•fL SEE SHEET 3 A,Sff y 10'MAX. C,SFJ= 10'MAX. I SHFET 3' SHEET4� t E,SEE _Ate{_ C SHEET3EQUALL � 19' 72' 72" I E SPACmY I MAX.O.C. MAX. �] i BUCK BUCK EQUALLY ABHORS PER / / HEIGHT 'T ANCHORSPER TABLES J} HEIGHT MSPACED BUCK AX, SEE / / 'I TABLES 17-19 / / / { HEIGHT SHEETS I 9-13 I 15.6T Q )( O X X O X MAX O.C. 8'MAX I B"MAX - SEE LL SEE-SILL WEEPHOILE_/Lril.OLIES . ' WF�PHOLE 4'O.C. 3'MAX SEE SILLDETAILS. DETA8J8, BETW Wp- sAII 4'O.C.BETWEEN3'MAX.SHF173 75'MAX BUCK WIDTH SHtt'I4 EPHOLESHEET3WEEPHOLES 75'MAX BUCK WIDTH 140'MAX 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 I STANDARDS USED: •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ASTM E7300-09 , 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. •ALUMINUM DESIGN MANUAL, M FOR WOOD CONSTRUCTION ADM-2075 3)FOR MASONRYAPPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIANO-DADE COUNTYAPPROVED MASONRYANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM CSO •AISI S100-1 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHORTYPE. •AISC 360.10 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE IAA THICK OR GREATER.1X AND 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 OFSUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GENERAL NOTES..._....._.__.......1 ' SHOULD BE SEALED.OVERALL SEAUNGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALLBE DONE BY OTHERS AND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. ELEVATIONS....._........_._.._.._._.1 6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TOTHE SUBSTRATE.USE SHIMS CAPABLE OFTRANSFERRNG APPUED LOADS. FRAME,GLASS&ANCHOR 7)DESIGN PRESSURES: - OPTIONS_.__...._..._.._.._2 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM El SLID. INSTALLATION,FUWGE&' B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. EQUAL LEGBOX_......._._.3 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. INSTALLATION,INTEGRAL FIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN FRESSURE.THE 33-V3%STRESS INCREASE HAS NOT BEEN USED IN - &J-CHANNEL........._........4 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE!VALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME 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 NOA:ELCO CRETEFLEX NOA:ELCO AGGRE-GATOR NOA:ENERGI WINDOW AND DOOR PROFILES,LTD WHTE&BRONZFJUGHTER SHADES OF CAP EXTRUSION PROFILES&BOM....14 COATED PVC EXTRUSION NOAS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL ASSEMBLY...............................15 I II)APPUCABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL PRODUCT REVISED I USER INSTRUCTIONS: Bay dmWpTae WIu the Florida NOA-No.coae 17-0411.09 1)DETERMINE THE SITEETYPE,SPECIFIC,WINDOW OPENINGS'S DESIGN PRESSURE REQUIREMENT USING WINDFROM(TAB ESTANDARD ASCE 7. ` 11 L7 111 Revised 1I- ONe• Revswa; . 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XO7(),SI71:,GLAZING OPTION FROM(FABLE 1}AND \1Y Y LYIy 71 UPDATED TO Rac 2al7.ADDED EzPirallon Date 09/24/2020 j REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUOTEMENT FOR THE WINDOW OPENING USING . ��aQN.,....,N,�� i� JR 03/27/17 NDTETOANCFIQR QTY.MXS. a II TABLES 6.12(SHEETS 6.8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING 10EN �/_ Y } OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. L •'(v' Raufse0 By: Oafs: Revfslon: Miam de Product Control �.' 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 30N SHEET 2 ACCORDING TD THE INSTALLATION *: Na.$8705 :13 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19(SHEETS 9-13),VERIFY THE ANCHOR/SUBSTRATE WILL MEET =NDITIONS. '.*_ 3�1_ �°"' O'a•^ REQUIREMENTS FOR YOUROPENING'SCONDI ION FROM TABLES2OR3,ANDTHATALLMIN.REQUIREMENTSFROMTHIS -•'O% ,(�' GENERAL NOTES&ELEVATION J ROSOWSKI , SHEET-SET ARE MET. 3I �:•t(/� 1070 TECHNOLOGY DRIVE 6)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJ-CHANNFL INSTALLATION. �T TE Y!/ N.VENICE,FL 34275 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. (� '••,,ORIOf`,•'• \�� (941}480.1600 HORIZONTAL ROLLER-NI 05/15/15 NOTE DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, J��'sS�ONAL EANo�Gn EBNro�� Smle: Sheol: Ororing Na. Rar. INTEGRAL FIN OR EQUALLEGBOX),SEE FIGURES ON SHEET?. �1LAIPIry)yi((ER)AE CERr.OFAUTH.029290 HR-5410 NTS 1 OF 15 MD-HR5410-01 B .I P.E#58705 I