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SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING
<br /> INCLUDING POCKETS &90°/135° CORNERS amup Anchor Sab9mte FMm Ift.bee MIn.Edge Mtn 1.
<br /> RATED FOR LARGE&SMALL
<br /> Ble— Embedment MISSILE IMPACT RESISTANCE
<br /> P.T.Soulhorn P na Hoad/SIIVJamb 9/16 1-318•
<br /> GENERAL NOTES: (SG-0.55) Pawak e/151 1a/8 DESIGN PRESSURE RATING
<br /> 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. 012.steel SMS P6)a Aiuminum,6063-75• H—US111IJamb 3/8" 1!0" SEE TABLES 1,2&B1,B2
<br /> 2)DESIGN PRESSURES: 4to s.s.sole 0.125'min.mickness P4 o k 3/8' 1/e"
<br /> A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM El300. (me.11•hrea inn) steel,A3e• HeeP-hockamb 313, 0.oe0• ON SHEETS 7&8
<br /> (0.0�'min.tNtktress) P-hock 3/8' 0.060•
<br /> B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. A Steel Stud,A053 Or.33• Heewsavjemb 318• 0.071'(14 Go.)
<br /> C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD, (0.071•min.tNckneos) Pfiook 31V 0.071 14 Ga.
<br /> 3)ANCHORAGE:THE 30A13%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 1/4'Elco Ulbecon P.T.SONhom Ping Jamb 1• 1a/0"
<br /> INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS (SWI. &SlP.M 1• 1-Je•
<br /> 1!A"Elw 4f0 SS.CrelaFlex P.T.3eulhem Pine HeadSYVJamb 1' 1.3/8'
<br /> SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). SG-0.55) Pfiook 1• sa/a•
<br /> 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. a 012.ateol Hood ccmw(GS) P.T.Southern Pina 1-1eadlS11-Mmb 11118" tale•
<br /> 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. con M1e P-hook v1s 1. ;�:
<br /> 6)REFERENCES(NOA'S):E.CO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION 1W Elco Ulimcan m1n.2.85 ke Hoed/SlIV.1-6 fa/1e" 1a19•
<br /> SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES Unamulad CMU, Jamb 1" 1.1/4'
<br /> (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA ASTM C 901 P4,oek 1' 1-1W
<br /> REFERENCES(TEST REPORTS):FTL-6337,6338,8646.8649,N52&8717;EXOVA-10-002-792(A)&10-006-1 D231; Unarculed CMU, Jamb lam• 1-114•
<br /> 1/4"Eke 410 S.S.CmteFlex (ASTM Cao Pfiook 1a14• I_lW GENERAL NOTES.............1
<br /> CAAIBRIDGE 535753-09; Crete Head/Sill/Jamb 1-3116' 1-3/4•
<br /> 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE C Concrete
<br /> min.3.35 keD Phwk 1• 1.3ia• EXAMPLE CONFIGS..........2
<br /> HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI C—te HeadlSdVJamb 1-trz 1-3rg' INSTALL DETAILS..............3-6
<br /> FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA min.222kse Pfiook 1.1/2 1a18• DP/ANCHOR TABLES........?-8
<br /> 114 Elco 1&8 S.S. Unyoutad Ch1U, - Jamb 2 1.114 EXAMPLE...........................9
<br /> BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). Assm•Ga1•r ASTM C-so Pfiook 2• t-t/4• GLAZING DE-AILS............10
<br /> 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. P.T.Sa,dhem Pine Head/Si111Jamb 1' i-va• I
<br /> 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. (SG-0.55) P-hcok 1• 1.316' ANCHOR LOCATIONS.......11-16 I
<br /> 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 57012770 SERIES. Cenemle Head/SiIVJarnb 241T 1.318• PANEL TYPES...................17
<br /> 114'Elco Ullmeon rnh.2.05 ks P-hook 2-1/r 1-31e• EXTRUSIONS.....................18
<br /> ANCHOR NOTES: unemutodCMU, Jamb 2-1/r t-v4'
<br /> ACCESSORIES..................19
<br /> 1)FOR CONCRETElCMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-0ADE COUNTY p (ASTM cea) P-hook 2-712'
<br /> APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE centrals HeaalslvJan b -12' 1-314• SCREEN DETAILS.............20
<br /> REQUIREMENTS. 21
<br /> mn.3.35 ks P-haoK 2-1/z 1a8 PARTS LIST.....................
<br /> 1/4'Elw 410 9.5.CmleFlax
<br /> 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. U(ASTMd c1UU, Jamb 2.112' 1-1/a•
<br /> (ASTM Gs0 P-hcok 2-vY t-tla• PRODUCT REVISED
<br /> 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2•THICK.PROPERLY SECURED,1 X WOOD BUCKS ARE OPTIONAL •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO as complying with the Florida 1
<br /> IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA Building Code
<br /> GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. NOA-N.. 17-0420.06
<br /> STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD Expiration Date 04/14/2021
<br /> &TO BE REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
<br /> 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED Miam� a Product contror
<br /> BY THE AUTHORITY HAVING JURISDICTION.
<br /> 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, '
<br /> NON-METALLIC GROUT,MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Material Min.Fy Min.Fa If
<br /> LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw 92 ksi 120 ksi
<br /> SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES I STANDARDS USED: 410 screw 90 ksl 11D ksI
<br /> SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC),BTH EDITION Elco Aggre-Gatoi® 57 ksl 88 ksl
<br /> •2014 FLORIDA BUILDING CODE(FBC),61 ASTM E1300-09 EDITION Elco UltraCorl® 155 ksl 177 ksl
<br /> •
<br /> INSTRUCTIONS: - •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION 410 SS Elco C7eteFTexm 127.4 ksl 189.7 ksl
<br /> 1} KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE .ALUMINUM DESIGN MANUAL,ADM-2015 6063-T5 Aluminum is ksl 22 W `�tt Y LYN
<br /> SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE •AISI S100 12 A38 Steel 36 ksi 68 ksl `�����_••• •••N/tJj
<br /> GLASS/REINFORCEMENT. •AISC36040 Gr.33 SteelStud 33 ksi 45 ks ��. VOE1SF'•�C�: p
<br /> 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL e No.58705 J 1ij
<br /> PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/DR VINYL SLIDING,CLASS DOOR NOA(LM) $ 10/05/15 - r
<br /> HEIGHT. -_
<br /> 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES J ROSOWSKI -P .
<br /> SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE %QDISTA s q �:1
<br /> NM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENINGS DESIGN ca 1070 TECHNOLOGY DR UPDATED TO FBC 2017,VINYL MFG. Q 04/05117 '�, 5IONAI 0
<br /> 4)FROM
<br /> PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. .
<br /> fill
<br /> 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275
<br /> 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)-480-1600 SGD-,5570 ya NTS Ts 1 OF 21 a MD-5570.0 1911 A A.LYNN MILLER,P.E
<br /> CERT.OF i f2929e �1 P.E."58705
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