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HomeMy WebLinkAboutProduct Approval S 210 HORIZONTAL RO NOTES, WINDOW NDN-IMPACT 1HUCKDTIt SUCK TH HORIZONTAL ROLLER WINDOW 11rBucrc wluln B3•BUCK VAD-N B 6MEETS �S SHEETS 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH I S&6 5 a 8 THERE-QNREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE --- -- "- m HIGH VELOCITY HURRICANE ZONE(KVN¢L _ 2)S4UTTERSARE REWIRED WHEN USED IN WIND-BORNE DEBRIS —I - --. FIXED REGIONS. A — —___ --_ / ASHE S A, /� vi -E / A5a61 &6 S 3)FOR MASONRY APPUCATIONS IN MIAMWAOE COUNTY,USE ONLY LIGHTI / MIAL140ACE COUNTY APPROVED MASONRYANCHORS.MATERIALS 63' 66-7!8' / 68.14' / I / B]' 561/8' / SB-1/e• ,1 / USED FOR ANCMOREVALUATON9 WERE SOUTHERN PINE,ASTM CBO HE'S SASH FIXED HEIGHT SASH Fl%ED SLE CONCRETE MASONRY UNIT AND CONCRETE WITH MIN.KSI PER VISIBLE LOI HT LIGHT MSI LIGHIST/ `TJ ANCHOR TYPE,SEE TABLE 1,SHEET t. 6r 62' / ,I)ALLWODUBUCKS LESS THAN I-U2'THICKARE TO BE CONSIDERED HEIGHT25-9116' I BUCK BUCK 1XINSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT 15 �„ %1116'FIXED r HEIGHT 28-7116' INSTALLED DIRECTLY 70 SUBSTRATE.WOOD BUCKS DEPICTED AS 2X MSIBLE VISIBLE LIGHT I �I W®S - ARE1•102 TMCN OR GREATER.IX 2XBUCKS(AMEN USED)SFIALL BE DESIGNEC TO PROPERLY TRANSFER LOADS TO THE STRUCTURE LIGHT E UGHT I ' WOOD BUCK DESIGN AND INSTALLATION 13 THE RESPONSI M RYOF L i - -- --- -- - I _ ---- y� THE ENGINEER OR ARCHITECT OF RECORD. ALWAYS SEE NOTEAE NOTEe -�•~-}Lf6 ALWAYS' SEE NOM SES B 6C. A 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL. REQUIRED THIS SHEET SEE ]' REQUIRED THIS SHEETTHISS '1 3• DRESS NO OR STUCCO.USE ANCHORSOF SUFFICIENTEMBEDMENTAS aCORNERS ('O CORNERSSEE NOTES LAN SPECIFIED ON TABLE I.SHEET I.NARROWJOINT SEAT ISUSED ON TYE X-CO -1/2-1/4)ELEVATION Ba C.THIS SHEET ALL FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOLI.D TYP.XOX(113-1/3-113)ELEVATION BE SEALED.OVERALL SEALINGAFLASKING STRATEGY FOR WATER 74'WOTH RESISTANCE OF INSTALLATION SMALL BE DONE BY OTHERS AND IS 73'BUCK WIDT1- BEYOND THE SCOPE OF THESE INSTRUCTIONS. B SHEETS TABLEI: 6 SHIALS ARE REOUIRED AT EACH ANCHOR LOCATION WHERE THEAnchor Sub14mb FA 566 Anchor MIA BS Mi.. PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF GmB dsunre FJnb4tlmem TRANSFERRING APPLIED LOADS.SHIMTO BE NO MORETHAN 114' I 1p•Slee! THICK WOOD BUCKS,BYOTHERS,MUST BE SUFFlCIENRYANCHO ---•-- '---'—' - A com Honor Blwk,(ASTM C90) 2.1/2' 1.7/4- 10RESIST LOADS IMPOSED ONTHEM BYTHEWINDOW.' S 'EIS 12Stee C '. C 5 6 812 Steel P.T.Southern Pine($G=.55) 9116 1.316 7)DESIGN PRESSURES: ! I / $MS(G5)or A35 Steel,.125•min 316' Min.013 th=ds A)NEGATIVE DESIGN LOADS BASED ON STRUCTURALTEST Fr' / / B 012 410 SS A853 Stud,Cx.33,00346 miA(2D Ge) 31T beyond metal PHESSJHE,FRAME ANALYSISANO GL/SS PER ASTM E1300. HEIGHT ! / I $MS Al—Imn1,6D63-T$.12S min. 316' subsbale B)PO'aITNE DESIGN LOADS BASED ON WATER TEST PRESS 6 111•Steel Concrete min.2.0 kS1' 1.314 STRUCTURALTEST PRESSURE,FRWEAHALYSIS AND PER 86.74' 07.10 C ) ASTM E1300. 71' SASH FIXED C BUCK VISIBLE VISIBLE 4'410 S$ Conemle I00Ynen.r 1• 1 3/P 8)THE ANCHORAGE METHODS SHOWN RAVE BEEN OE51 TO HEIChT LKiM" UGMT CTeleFler IOtlL(AS'IN GiO) r— 1.y4' -14' RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRE ESIGN PRESSURE.THE 33113%STRESS INCREASE HAS NOT BEEN US IN S}&1P 33N1P THE DESIGN OF THIS PRO]UCT.THE 19 LOAD DURATION FACTWAS SASH FlXEO USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCNOiC6 THAT WSIBLE VISIBLE COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS MGHT LIGHT THEREQUREMEM6 OF THE FLORIDA BUILDING CODE FOR CORR ION - ....._.. .._.. WEEPHOLE NOTESiL9EEWEEPHOLEDETALS.SHEET7°FBI: RESISTANCE. A REQUIRED IF VANDOW WIDTH R OVER 6T. �VyAY3 3•- J LAB r-3.3116 B.REQUIRED IF WINDOW NOT IS OVER 45'AND UP TO 6T. C.REWIRED IF WINDOW WIDTH IS'OVER t0'. e)REFFRENCES'TEST REPORTS FRE657afie5B;ELCO ULTRACON RE0002E0 SEE NOTE In US SHEET C.REQUIRED IF WINDOW WDTI I4 OVER 45•, PRODUCTRF.VISFD NOA;ELCO CRETEFLEX NOA:ANSVAFBPA NDS FOR WOOD CORNERS m<aml4ylo¢IvilhemFlRWA CONSTRUCTION AND ADM ALUMINUM DESIGN MANUALUalsbg Cak .XO E TI (OX SIM.) `1,1111"11AA,,, ,,�„�„��,I/ro62s1•o2 10)THE 210 SERIES HORIZONTAL ROLLER WINDOW WAS FORMERLY _ 1dU"n KNOWN AS THE 201 SERIES. 1 GENERAL NOTES..._.....................1 LICENg•'•;✓(�' BBED SPACERSTO Ry v ' F •C�('; JR 05105/18 ELEVATIONS_....__.__._.._..___.._1 SHEET B. hfialJ DESIGN PRESSURE RATING UAPACf RATING ANCHOR SPECIFlCATIONS...._.....1 1F NO,5845 ••p Revlsa BAc Dote: RMdon• VARIES, NO7 RATE)FOR ANCHOR SPPOINO/OUANTRIE3._2 - OECGlIELT3a1 IMPACT RESISTANCE DESIGN PRFSSURFS,XrVOX...._..3 -� DESIGN PRESSURES.%OTC...._..-4 111oyn By. INSTALLATON,STD MR................5 'O••. STANnARDRUSED •. ;�k1; GENERAL NOTES&ELEVATION J ROSOWSKI INSTAIUTON,HD MR................8 i�V ,a•CO �10141 FLORIDA BUILDING CODE"C),5TH EDRION GLAZWG DETAILS................_.._7 %�SyT ..q!o,!'.• G�[�� 1070 TECHNOLOGY DRIVE M. ATaee AN.ASSVAF&PADS-2012 FOR WOOD CONSTRUCTION CORNERSR p7 gOFILES..____.......B ' NAL E?IIIN.VENICE,R 34275 HORIZONTAL ROLLER WINDOW DETAILS 12101/11ALUMINUM DESIGN MANUAL.ADW201DPARTS LIST..-...._...._-. 1111111 .0. %1529AISI5100L7S2-2010 '• ""''"'_B NIMONS.R 31274 Srr)o/Yabl See N; pywny Hp, R B AL PE.w1w PE CENT.OF AUK/28296 HR-210 NTS 1 OF 8 MD-HR 210-01 SEE TABLE 2, THIS SHEET,FOR %O,O%&XDX IGCHDRON 1AHSID ON ANCHOR 1AnHSIDE Of EGRESS H=IGM: M-4318 EACH BIDE OF EACH SNE 0= EACH SIDE OF XO&OX: 1 AN AT 1 ANCHOfi AT (ANCHOR AT QUANTITIES t ANCHOR AT THE MEETING THE RAID THE MEETING RNER RAIL CORNER CORNER RAII. RNL EGRESS'WIDTH:(WW2.312) ,_ .-... CORNER .._........... I ) --_ g.MAXEr"'Ar'DTH:(WN/4-SSH6) I EGRESS WIOTM:(1MN/J•el 31 Mn 3 rMIN. ANCHORSIN JAMBPOR t/ 1T MAX O.C.FOR WINDOWS UP TO",MUl4O.GYANDOM UP TO 7/ ANCHORS IN TALL.20•MAX U.C. i JAMBF R •/ / JAMB F t NCHORSFOR WINDOWS OVER 63• y/p�0ON5OR t WINDOWS 7- OVER 44' OVER 44• I1 S'MAX , ..-- -......__-___ ..... 8'MAX 6•MAX. \ MEETING RAIL pt2) SASH%&%OX CENTER OF s•MAX �eMAX FraM ANCHORAGE FOR ALL XOX(1/41)2-1/4)CONFIGURATIONS SASH VISIBLE LIGHT HEIGHT:NM-8-113) MEETING RAIL(X2) FVED VISIBLE LIGHT HEIGHT: -47/& ANCHORAGE FOR ALL XO/OX CONFIGLIW ONS TABLE2: XSASH B FIXED VISIBLE LIGHT MOTH: 2-3.7n6 FRAME HEl XOS(1X12.111p SASH VISIBLE UGHTVADT)7:(MNM-3.71181 FRAME FRAME 38-W 44' S05'B'� 63' FIXED VISIBLE UGHTWIDTH:('MN2-31311M TYPE W ANCHOR r.ROUP AM>IOR GROUP AhtHO9 GROUP ANCHOR GROUP xoS„16FI)O:O VISIBLE UOM VADM:(VN/q-S&ig) 1 A B C A B C A e C 1ANCHOR ON ANCHOR 7ANCHOR ON 51}/4 1 1 1 1 1 7 1 1 7 1 1 1 EACH SIDE OF AT EACH SIDE OF fANCROR AT THE MEETING FUZED THE MEETING (ANCHOR AT STANDARDa1121 2 1 1CORNER RAIL LRE RAL CORNER 2 2 2 2 1 1 21 1 1MEETING 3 2 2 2 2 21 1 1RAL - 6 3 2 2 3 2 2 2 2 1 2 1 3 3 3 3 2 2 2 2 2 2 1 61114 1 7 7 7 1 1 7 1 7 / 1 7 MIN.3 HEAVY 74• 2 2 7 2 2 7 2 2 1 1 ,1 1 ANCHORS IN WiV BY 2 2 2 2 2 42 $22 2 22 1JAMB FORL j MEETING 57• 3 2 2 3 2 Z2 2WINDCV4S UPrmAX RAL 33 2 2 2 2TO 44.MIN.4 O.GANCHORSIN12P3 4334 3 2 2 2 PROWcr REVISED JAMB FOR SEE TABLE 1,SHEET 1 FOR ANCHOR GROUP DESCRPTIONS. piyivgwiN Un Fluids WINDOVIS oamg cos OVER 44• y: aa. ReWlae F yiMpnDuBY IA..:...: I»By 6,MAX 4 MVLI� U.J. , Fes—MEETING RAIL(%2) :(/1• �” M�MAGm: Oimn A: ANCHOR SPACING&QUANTITIES J ROSOWSKI ANCHORAGE FOR ALL XOX(1/3113 1/3)CONFIGURATIONS 1070 TECHNO A47 DRIVEb: sm. N.VENICE,R 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 P.BOX 1528 NOKONIS;FL X274 �gLes/NodeE Sea4 Ovrtrq No. Rer. ALYP U 0 P£ CFJPf OF AUTN /28296 HR-210 NTS 2 OF 8 1 MD-HR210-01 B YR�IXICI'PIiViS6D pyegwiMdte F6lim duWioa Caec AaeplmbT•M l6. 9.02 - P�i.uvnDne ?D42 TABLE 3: ax XO OR OX Y1e Pod- CONFIGURATIONS MAXIMUM DESIGN PRESSURE RATING(psQ STANDARD MEETING RAIL HEAVY DUTY MEETING RAIL FRAME GLASS TABLE+: Y ,- WID1H TYPE FRAME HE FRAME HEIGHT �- -� � �[0 383!9' 44' 5DS18' 83' 38x18' 44" 50518' 63' 72• -��! eTypea LA o 1 1 9 ed Q N Glass 1 +55.0/-90.0 +55.x.90.0 +55.01$0.9 +55.0/$7.9 +55.0/-90.0 +55.01-90.0 +55.0/$8.9 +55.x$7.9 NIA 1/d'tempered f/)yy J o 26.112' Glass 2 8 3 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.01.90.0 +55.01-90.0 +55.01.90.0 +55.01-90.0 +55.0/30.0 +65.0%90.0 �O a� N 3116'AmeWBd K Glass 4 8 5 +55.01-90.0 x55.0/-90.0 +55.0/30.0 +55.01-90.0 +55.01-9D.0 +55.0/-90.0 +55.01.90.0 +55.01.90.0+55.01-90.0 2 101.An ed w 2 Glass I +55.01_73.5 +55.0!$1.2 +55.0158.0 +49.7/-09.7 +55.01-73.5 +55.01$1.2 +55.0/-W.0 +49.7/-09.7 WA Ire•ARrcyeylµ•Atrspxe,ve"Amealad Uj 3T Glass 2 8 3 .65.0/-90.0 +55.0(-00.0 +55.0/.87.2 +55.0/$7.2 +55.0/-90.0 +55.0/.90.0 +55.01-90.0 +55.01.90.0+55.01-77.9 3 3116'Annealed/4-Aftea-118/S eswd nnealed Glass 4 8 5 +55.01-M.0 +55.01-80.0 +55.01$0.0 +55.01.84.0 +55.0/.90.0 +55.01-90.0 +55.0/-90.0 +55.0/30.0 +55.01-78.1 2/76,Tempered O Glass 1 +55,0!$7,5 +53.7/53.7 +44.81-04.6 +35.5!35.5 +55.0/$7.5 +53.7!53.7 +44,8!44.6 +35.51355 WA 4 1!4'Tempered XO Z LL O 4S Glass 2 +55.01-90.01+55.01-90.01+55.01-75.0 +55.0/57.1 +55.0/-90.01+55.01-90.01+55.01-89.2 +55.01-77.2+55.0/-65.8 114'Temp..d-1/4•Aiepaee•1!a•Tempered p 0 Glass 3 +55.0/-90.0 +55.0130.0 +55.01-75.0 +55.0/57.1 +55.01-90.0 +55.01-90.0 +55.0/•80.3 +55,01539+55.0/57.1 6 2/18,Ternpemd:f/1B'AYapelatl9"Tempered X w Glass 4 8 5 +55.0/-90.0 +55.01-90.0 +55.0130.0 +55.01-71.4 +55.01-90.0 +55.0130.0 +55.0130.0 +55.01.77.4+55.01.66.0 W Glass 1 155,0%66.0 153.1/53.1 +43.6143.6 .32.31.32.3 +65.01.68.0 +63.11-63.1 .43.6/-03.6 +323/323 WA cr -i H NOTES: �L Z 49' G1298 2 +66.0/-90.0 +55.0/.84.1 x55,01-70.5 +53,4/53.4 *55.01-90.0 +55.0/$8.9 +55.01-79.9 +55.01$80+55.01$1.3 rn 0/ SI 1)USE THIS TABLE FOR ALLXO'OX WIADOWS PFA Glass +55.01-90.0 +55.01$5.1 +55.0170.5 +53.4/53.4 +55.0/30.0 +55.0130.0 +55.0/-78.5 +55.0/-%1 +50.61-50.6 TIE ELEVATION ON SHEET I.O11=1ONS SIIOWN LU Q Gras;-0.@I5 +55.0/-90.0 +55,01-gp,0 + +55.01$6.7 +55.01- 0' 90,0 +55. -90.0 +55.01-90.0 +55.01-723+55,01$ ARE Tp-TO•mP. 1.5 a Z o LassY +55.01$3.7 +5241 +43.51-43:5 1.2131.2 +55.01$3.7 +5241524 +43.5143.5 +31.2/31.2 WA 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIOHTOIMEN31ON Z N 53-118' 2 +55'01-BO'0 +65'01$' +50.2150.2 +55.0/-00.0 +55.01-85.0 +55.01-73.8 +55.0159.4 +54.01-54.0 sMOWN ON THE TABLEY� 1@9 N_ Glass3 +55.01-90.0 +55.01$1.0 t55.01$ 2/ 8.7 +50. 50.2 +55.01-90.0 +55.01-90.0 +55.0/-78.3 +55.0/56.2 +46.8/46.8- 3)DESIGN PRESSURES MAY BEINTERPotATED @ XW O "Glass 4 8 5 +55.0/30.0 +55.0130.0 +55.01$3.4 +55.0/$2.7 +55.0/.90.0 +55.01-90.01+55.01-90.0 +55.01$8.0 +55.0157.4 BETWEEN SITES. d 3 Q 2 Glass 1 +55.0/59.2 +50.4150.4 +42.8/42.8 +31.6151.8 +55,01-51.2 +50.4150.4 1+42.8/•42.8 +31.8/31.8 WA Glass 2 +55.01-89.2 +55.0-75.1 +55.01$1.1 +45.41-05.4 +55.0/-89.2 +55.01-79.3 +55.0/$7.2 +51.0/51.0+44.0/44.0 g 61' CONFIGURATIONS APPIlCABLE TO THIS SHEET: a Glaaa3 +55.0%90.0 +55.0/_75.1 +55.0141.1 +45.41.45.4 +55.0/-90.0 +55.01-90.0 +55.01-77.0 +55.0/57.2 +46.41.46.4 ^�X Glass 48.5 +55.01.90.0 +55.0130.0 +55.01-76.4 +55.01-66.7 +55.0/-90.0 +55.0'30.0 +55.01$2.9 +55.0/$1.5 +51.8151.8 Glass 1 +55.0/-58,3 +48.5/-08.5 +41.61-01.8 +32.0/-92.0 +55.0/•58.3 +46.5148.5 +41.60101.6 +320/320 WA 86• Glass +55,01-78.7 +55.01.72.5 x55,0/58.5 +43.01-03.0 +55,01.79,7 x55.0'-77.1 +55.01$5.2 +49.3/•49.3 +41.2141.2 p Flao 0 Glase3 +55,01-79.7 +55.01.72.5 +55.01-58.5 +43.0143.0 +55.01-79.7 +55,01-79.7 +55.01-74.9 +55.0157.6 +47.0147.0 0 Glass 4 8 5 +55,0/-78.7 +55.01-79.7 +55.01-73.1 +53.8153.8 +55.0179,7 x55.01-79.7 +55.01-79.3 E-30.0/40.0 5%3 +48.9148.9 ^oma Glass 1 +51.1/-51,1 +44.2/44.2 +38.9138.9 +30.01-30.0 +51.11-51.1 +44.7144.2 438.91-38.9 WAGlass 2 +55.01-63.5 +55.01$3.5 +55.01-5.3 +40.0140.0 +55.01.83.5 +55.01$3.5 .--.01$2.0 47.9 +39.8139.8 X0 74' Glass 3 +55.01b3.5 +55.01$3.5 +55.0/55.3 +40.0/40.0 +55.01$3.5 +55.0'$3.5 +55.01$3.5 34.1 +45.0145.0Glass 4 8 5 +55,0!$3,5 +55.0/$3.5 +55.01$35 +50.01.50.0 +55.01.63.5 +55.01$3.5 +55.01$3.5 54.2+45.1/45.1 ox - 0.LYNN m m P.E158)ILS GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 53-11 iW@•FIPW! 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1/8'BUCK WIDTH f 52-1l8'BUCK WIDTH 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED MASONRY NO AN jpRS 49-7/8. 49-IIW ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE REOUID IN VISIBLE LIGHT V MAX VISIBLE LIGHT � MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5 8 6,SHEET 48 5. F . E HEAD B W MAX �— --D 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A 1.112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKSARE OPTIONAL IF UNIT IS INSTALLED I C DIRECTLYTO SUBSTRATE.WOOD BUCKS DEPICTEDAS2XARE 1-112'THICK ORGREATER.IXAND2X SUCKS 8' ,FROM L --I— 3�"1W (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN CENTER OF I �jj'' VISIBLE � .L/(I_ AND INSTALLATION IS THE RESPONSIBILITYOF THE ENGINEER ORARCHITECT OF RECORD. MEETING 21• LIGHT �_ _ -1� /i 1 VISIBLE 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL-DRESSING OR STUCCO.USE ANCHORS OF RNL MAX.O.C. TIP7 TO 6' O.C. I LIGHT SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 8 6,SHEET 4 8 5.NARROW JOINT SEALANT IS USED ON ALL I TIP FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEAUNGIFLASHINGn,BUCK C HEIGHT STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A OF THESE INSTRUCTIONS. I / HEIGHT / 77• 8'MAX.FROM / L._. BUCK 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF HEIGHT SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEW BY THE WINDOW. RAIL I / 43• / 7)DESIGN PRESSURES: MAX O.C. f A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, E13D0. FRAME ANALYSIS AND CLASS PER ASTM 1 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 8' L—y B NO ANCHORS REQUIRED J ANALYSIS AND GLASS PER ASTM E1300. MAX IN FLANGE FRAME SILL 3'MAX 6'MAX.O.C. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP.FLANGE FRAME ELEVATI-0 TYP.INTEGRAL FIN FRAME ELEVATION THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. TESTED UNIT ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS TESTED UNIT OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)REFERENCES:TEST REPORTS FTL-6479;ELCO ULTRACON NOA:ELCO CRETEFLEX NOh ANSVAFBPA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL 10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR GUIDE TO SHEETS: 4DD1 SERIES(FIN FRAME} DESIGN PRESSURE RATING I IMPACT RATING VARIES, NOT RATED FOR GENERAL NOTES_-----.__........1 SEE SHEETS 263 IMPACT RESISTANCE DESIGNELEVATPRESONS ..._..._.._..........._.1 DESIGN PRESSURES___.._28 3 INSTALLATION,FLANGE.. 4 STANDARDS USED: INSTALLATION,INTEGRAL FIN...5 WINDOW SHAPES SH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION ANCHOR QUANTITIES.................8 SHAPE IN A B AND OB ING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 28 3. •ASTM E1300-09 -- GLAZING DETAILS.IES....._........ 7 •ANSVAFBPA NDS-2012 FOR WOOD CONSTRUCTION CORNER ASSEMBLY.................7 •ALUMINUM DESIGN MANUAL,ADM-2010 EXTRUSION PROFILES................8 WIDTH WIDTH -r{ •AIS4S1oo-07/s2-2010 PARTS LIST..........................._...8 AxRPlyfte�1h dw e Ulwid• Awl o�oae-(G•6So5.o2 O`er, � / Revfwd W. Does AWhfm: m' Dw ?.) EIGHT / HEIGHT ���`'` .• Cer.;gF'. - JR 04/22/16 RECTED SASH H IEIGHM Br _ R"I"d By: DOw R•vWon: Minm Ude Product IM•pfptkul: O—W. ril :�J;:: � GENERAL NOTES&ELEVATION J ROSOWSKI EQUAL IRE PROVIEW/ORIEL ARCHTOPPROVIEW/ORffl RAOIUSTOP EQUAL LITE '"�'' � `I.ORIpr..•',-'�: � 1070 TECHNOLOGY DRIVE Twx Deter N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P.O.BOX 1528 NOKOMIS:FL 34274 5'•r1••/Yodt: oolt SMN: A.LYNN'MILLIiR,P S fT�v: P,Ey fB705 CERT.OF AUTH.#28296 SH-200 NTS 1 OF 8 MD•SNH2O0-01 C TABLE 1: TABLE 2: Maximum Design Pressure ibsW for Glass Type A. Fin&Flange Frame M oil 1C Gla -Types Sash Helgtut2 8 � � � 0 PRODUCTRE1nSED HHeigv6qghht, (see Figure A,this sheet) Maxi elft ndow Wklthl ami �W dm Firtidr 1&1/ 261, 33' 37' 41" 45' 49" -�5-118' B 1/8"Tempered Awepnam No 16.0505 M C 3/16'Annealed DM* ! 23' 11-0/16°(Equal Lite) 55.0 90.0 .0 55.0 30.0 +55. 9D.0 +55.0 90.0 +55.0 90.0 +55.0 30.0 90.0 By D 3/16'Tempered Mlnmi Product under 183116' + .0 + 0 +55.0 -75.2 +55.0 35.5 +55.0 57.3 +50.2 50.2 +44.8 -44.8 +39.9 39.9 E 1/4"Annealed 37' 18-9116°(Equal Ute) +55.0 90.0 +55.0 30.0 +55.0 -84.2 +65-0 -74.5 +55.0 •66.5 +55.0 -61.0 +55.0 57.7 +55.0 55.0. F 1/4"Tempered over%9/16' +55.0 .90.0 +55.0 -90.0 +55.0 -75.2 +65.0 55.5 +55.0 57.3 +50.2 50.2 +44,8 44.8 +39.9 39.9 under 15.7/8' +55.0 30.0 +65.0 -87.1 +65.0 -73.4 +55.0 -63.8 +55.0 56.8 +50.0 50.0 +44.8 41.8 +40.0 -40.0 W8" 15-7/8'thru 1"10"3 +55.0 30.0 +55.0, -90.0 +55.0 -78.7 +55.0 58.0 +55.0 58.5 +51.1 51.1 +45.9 -45.9 +41.3 -41.3 TABLET 9.1/4'(Equal +55.0 90.0 +55.0 •90.0 +55,0 52.7 +55.0 - ,8 55.0 53.5 +55.0 57.9 +54.2 54.2 +51_.5 Insulated Glass Types O o fA O p +55.0 90.0 +55.0 -87.1 +55.0 -73.4 + .8 +55.0 58.8 +50.0 50.0 +q4.8 + o G 1/8"Annealed,1/4'A)rspace,1/8"Annealed O Z 6 under 199/16' +55.0 -81.5 +55.0 -72.3 +55.0 .61.3 +55.0 55.3 +50.5 50.5 +45.8 45.8 +420 420 +38,7 38.7it I H 3118"Annealed,3/16'Altepace,1/8"Annealed O x 189/16"thN 22-112.3 +55.0 30.0 +55.0 37.9 +65.0 -74.0 +55.0 54.3 +55,0 58.9 +50.1 50.1 +q4,g 44,g +40.0 40.0 t- � 45' I 1/8"Tempered,1/4"Airspace,118"Tempered g 229!16'(Equal Lite) +55.0 90.0 +55.0 -90.0 +55.0 -78.8 +55.0 -68.1 +55.0 58.5 +51.1 51.1 +48.0 46.0 +41.4 41.4 x J 3116"Tempered,3M6°Airspace,1/6'Tempered �2 W over 223/18' +65.0 31.5 +55.0 -72.3 +55.0 51.3 +55.0 55.3 +60.5 50.5 +45.8 45.8 +420 42.0 +38.7 38.7 hG 0 Q under 20-1/8' +55,0 -71.6 +55.0 •62.8 +55.0 55.4 +50.3 50.3 +45.9 45.9 +41.7 41.7 +38.9 -38.9 +36.2 -38.2 U 9 rp 00 3 20-1/8'thru 24-1/T +55.0 30.0 +55.0 -82.5 +55.0 -69.6 +55.0 51.6 +55.0 55.4 +49.3 49.3 +44.6 44.6 +40,0 -40.0 `a¢r c1= z ..o -, O 249/16'(Equal Lite) +55.0 90.0 +55.0 -90.0 +55.0 -78.4 +55.0 -68.5 +55.0 57.8 +50.4 -50.4 +45.0 45.0 +40.1 4FIGURE A SASH 0.1 CROSS SECTION � Q � over 249116" +55,0 -71.6 +55.0 52.8 +55.0 •55.4 +50.3 50.3 +45.9 45.9 +41.7 41.7 +38.9 -38.9 +36.2 36.2 (WITH MONOLITHIC Lll n co under20-13116" +55.0 -67.8 +55.0 59.9 +53.3 -53.3 +48.5 48.5 +44.1 44.1 +40.2 402 +37.6 57.6 +34.8 34.8 GLASS) j Z 2013/18'UIN 255!16'3 +55.0 89.6 +55.0 -W.3 +55.0 57.7 +55.0 I -60.6 +64.2 54.2 +49.0 49.0 +44.2 44.2 +40.0 40.0 I (n Z 25318"(Equal Llte) +55.0 90.0 +55.0 90.0 +55.0 -75.4 +55.0 -65.7 +55.01 -57.4 +50.3 50.3 +44.9 44-9 +39.9 39.9 04 o C14 z oter253/a' +55.0 5'7.8 +55.0 59.9 +53.3 53.3 +48.5 48.5 +44.1 44.1 +40.2 40.2 +37.6 •37.11 +34.8 34.8 auncler24-15/16' +55.0 56.0 +43.8 43.8 +41.9 41.9 +39.1 39.1 +36.0 36.0 +32.6 32.6 +30.0 50.0 +27.8 -27.6 xZ lL CV 61, 3415+16"thN30112"3 +55.0 -75.0 +55.0 56.0 +55.0S/.4 +51.9' -51.9 +47.4 47.4 +43.2 43.2 +39.9 39.9 +37.3 37.3 0 J x VISIBLE LIGHT SASH Cn (.7 fn309116'(Equal LRB) +55,0 87.9 +55.0 -75.8 +55.0 56.6 +55.0 59.7 +53.5 53.5 +48.7 48.7 +43.9 43.9 +39,9 39.9 HEIGHT LU Z HEIGHT over 309/16• +55.0 -67.8 +55.0 59.9 +53.3 53.3 +48.51 48.5 +44.1 44.1 +40.2 40.2 +37.6 37.6 +34.8 34.8 = j� I under 253/4' +54.7 54.7 +41.2 41.2 +40.3 40.3 +37.81 37.8 +34.6 34-6 +31.3 3SASH HEIGHT-3-9/16' 1.3 +28.9 -28.9 +28.5 -28.5 I� 63" 253/4•thN 314/2'3 +55.0 72.0 +55.0 -63.2 +55.0 55.7 +60.5 50.5 +46.1 46.1 1+41.9 41.9 +39.0 39.0 +38.3 311.3 319/16"(Equal Lite) +55.0 83.9 +55,0 -71.7 +55.0 64.8 +55.0 58.2 +52.4 S24 +47.9 47.9 +43,3 43.3 +39.7 39.7 �I n I over 31-9116' +55.0 57.8 +55.0 59.9 +53.3 53.3 +48.5 48.5 +44.1 44.1 +40.2 40.2 +37.6 37.6 +34.8 34.8 j x under293/4" +53.3 53.3 +39.7 39.7 +39.1 39,1 +36.7 36.7 +33.4 33 4 +30.3 30.3 +28.0 -28.0 +25.6 -25.8 +I �' 29314'thN 36.1/2'3 +55.0 •61.0 +520 520 +482 -, .2 +44,0 4L.0 +40.1 40.1 +37.0 -37.0 +34.1 34.1 +31.4 31.4 73' a 38-9116'(Equal Lite) +55.0 58.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +47.0' 47.0 +427 j 42.7 +39.6 -39.6 +37.0 37.0 az over 36.9/16' +55,0 -67.8 +55.0 56.3 +52,1 52.1 +48.5 -48.5 +44.1 44.1 40.2 +37.6 37.6 +34.8 34.8 under 31-3W +53.3 53.3 +39.7 39.7 +39,1 39.1 +36.7 36.7 +33,4 33.4 +30.3 30.3 +28.0 -28.0 +25.8 -25.8 "' •., t:,'r; �/� w rit �i 78' 313/4"ttru 39'3 +56.0 58.3 +48.0 48,0 +45,2 45.2 +41.2 41.2 +37.9 37.9 +34.8 34.8 +31.7 31.7 +29.5 •29.5 39.1116•(Equal Ute) +55.0 -62.5 +50.8 50.8 +46.3 48.3 +452 45.2 +44.2 44.2 +40.3 40.3 +37.7 37.7 +34,9 34.9 NOTES 'r 1 Tip-to-tip dimensions for fangs windows shown.For fn windows or buck dimensions,subtract 1". 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH iB• r;^.a2;-'4)t• . 2 O*WI sash height.For clear daylight height,subtract 3-9/16'. ANNEALED GLASS(TYPE A) 3 Size range Includes the standard Pro-Mew(-over 2 confguration)fur the ghee Window Height. 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH •"`. J '�-,�� t'' For overall sash Width,subtract 2-151161 from the buck dimension. OR HEIGHT DIMENSION SHOWN ON THE TABLE. r S^+ .. WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED SY. A�CYNN�M1IILLER,P.E. P.E.Y 58705 INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETE/CMU CONCRETE/CMU OPTIONAL ADDON EMBEDMENT PERANCHOR PER ANCHOR " ^, TYP.ANCHOR FLANGE 13 REQUIREMENT REQUIREMENT INSTALLATION @ HEAD. O -I— TYPE, OPTION 1 SILLBJAMBS } 3 ' EMBEDMENTAND CURVED HEADER I 1/4•MAX 41 27 EDGE DISTANCE INSTALLATION INTO WOOD EDGE SHIM 12 61 10 PER SUBSTRATE. SEE TABLE 5, 2X,SEE NOTE 2,THIS SHEET. DISTANCE THIS SHEET. � EMBEDMENT ii ------- —TYP.ANCHORTYPE 3g EMBEDMENT 1/4•MAX EMBEDMENTEDGE SHIM ANDEDGE .. ------- DISTANCE TYP.ANCHOR TYPE, DISTANCE PER - _— _ 24 EMBEDMENTAND II SUBSTRATE, —_ —--- 1.465 II EDGE DISTANCE 1 SEE THLS SH�• 32.15 � '• II PER SUBSTRATE, �_ II SEE TABLE s,THIS i INSTALLATION EXTERIOR INSTALLATION 36 SHEET. OPTION 1 INSTALLATION OPTION 3 VISIBLE II VISIBLE LIGHT WIDTH INSTALLATION ANCHORS I STRAIGHT OPTION LIGHT INSTALLATION ONTO INSTALLATION A ICKWIDTH THROUGH IX BUCKSTRIP HEIGHT j� 91 WOOD 2X NO ANCHORS ANCHORS DIRECTLY TLP-TO-TIP WIDTH INTO MASONRY. 30 REQUIRED AT HEADER. INTO MASONRY. HORIZONTAL SECTION A-A li 29 II 1/4'MAX.SHIM TABLES: EGRESS FORMULAS 012 STEEL Anchor Min.Edge Min. (EQUAL-LITE) 41 SELF-DRILLING Group Anchor Subraate SMS(GS)SEE detanee Embedment WIDTH:TIP-TO-TIP WIDTH-4- , 2751, 9 TABLE 5,THIS A 1/4'410 SS CreteFlex (kQWed CMU,(ASTM C-90) 1-314' 1-1/4• HEIGHT:TIP-TO•TIP WIDTM2-6-5I1G r \J SHEET P.T.Southern Pine(SG=.55) 9/16° 13/8' BUCK r VISIBLE LIGHT FORMULAS HEIGHT EXTERIORUSE EITHER INSTALLATION 112 Sled SMS A teal Stu,Gr.33 min. 3/8" 6(20LATCH(129)Oft Suew(G5) steel slue,Gr.33 min. 916° 0.0346 20 Ga• (EQUAL-LITE) BOTTOM LOCK OPTION 4 ( ) WIDTH(SASH):TIP-TO-TIP WIDTH-5-1118TIP•TO•TIP 3235 (#11).TESTED INSTALLATION B A36 Steel SIB" 118" WIDTH(FIXED):TIP-TO-TIP WIDTH-4• HEIGHT IUNITLOCATION: ANCHORS P.T.Soul S(3.�.55)- HEIGHT:(TIP-TO-TIP HEIGHT-7-1/16-A6-518'FROMDIRECTLY INTO84 VENTEND. METAL 1/4.410 SS CreteFl a(min.3. 1' CMU,(ASTM C,90)VISIBLE7 P.T.Southern Pine SG-. 1° 13/8• LIGHT I HEIGHT 1� �I 38 DADE APPROVED MULLION, C 1/4"Steel Ultmcon Concrete(min.2.9 ks) 1' 13/8• II I. ALUMINUM•STEEL FRAMING OR EXTERIOR UWouted CMU,(ASTM CAD) 2-1/2' 1-1/4' II I STEEL STUD.SEE SUBSTRATE PROPERTIES,TABLE 5,THIS SHEET. •MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. I NOTES 43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE UMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2254' 31 20 2X WOOD 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-12-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS PRODUCTREVISFD BUCKSTRIP• - (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILTTYOF THE atom wisp lJt l7ariea _ - SEE NOTE 2, ENGINEER OR ARCHITECT OF RECORD. 6uildir g(bde THIS SHEET. AaceplumelJo )6 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO pintio^DsM � I�.• ,• !! Rav4W f3Y: Date R4vf�ton: REFERRED TO AS DAYLIGHT OPE MNG)IS �`�..( LYNP/; ., ' JR 04/22/16 NO CHANGE Miam• noa�er MEASURED FROM BEADING TO BEADING. •��' �0•`,......_•?/(� �i 1/4•MAXSHIM :'.t.:' :.•C�tJS�''•.F'Q R4viasd 9O' Oare R4vh/on: NOANCHORS - 140.567"•5 •�'- REQUIRED IN CONCRETE PER FLANGE •. ANCHOR = ® DaeMptien: Dear^6y. FRAME SILL REQu1REMENi - 'fj• _ FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI • ?'�'• 5 1070 TECHNOLOGY DRIVE Tile: Dae: • -• '�� �LCP10P N.vEr110E. FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 ,t�'�'••....:..•••• P.O.BOX 1529 VERTICAL SECTION B-B °/n�;Ay�`. NOKOMIS:FL 34274 s rre/uodec seers 9e,e Dra,/„o • NNI<t14lERP.E. CERT.OF AUiH 29298 SH-200 NTS 4 OF 8 MD-SH2O0-01 C P.EJ fi8705 s �J LO-OOZHS-OW 8 d0 9 1 SIN I OOZ-HS sezez/ Hari d0 US30 d a qi 6ulwpp q«qS .rocs capon/*" 1,i,, , ti[b , f£ u'S'MONON 6ZSI %06 •0•d •;',.....',.'irJ%tie:: W C) NOUTIFIVISNI MOONIM EJNnH BIONIS star£v 'ON3A•N a'.. :.in gO cwt 3N80 AOMONH031 O[OL `il arg y JNIOVdSNOHONd �. a q L L/L L/BO a "'°'a x,pKYra zasa '/B o-w& g _ ImSMOsoN f S30NW1H913H 9L/ZZ/b0 2!f a H m'¢'ef O HStIS 03103aaO0 va U-0 Awa ,am Aa P-Pw x�E = O Zzz� =��Ixm I TWO W zo 111 1Z N f x m= Q � 5 N e� aW Ngog N N N N N A N N N n N N N n N N N n y N IV A N N N A N N n n N N A (� aw Brogr N y N y y N y N N A ry N A N N m A N N m P P V A n A i aW xoM N N y N ry n y ry N y V lY N n V y N y y N N ... . . . . . . . � aw p�ogy N y y 11 y n ry A n y N O t•I#NV aw eacgy N V n V y N ♦ n A N Y y n N n V y N n V n n A Y n n aWe N N N y y N N N N N N N N -1-1. . . . N ry aw O/Ogp N N N N N N N n N y y N N n N ry V n y N V y ry Y n m N y n A n aW MO(ie N N n N N A N y Y N y V N N y V A Y N N n O N n n n N n D aW Bwgy iV A A N !I CI n N V A A N Y y y N V y y N V y y N V y A N V V n n V y n aW�pe N N y Y N N A V N N y V N n V N Yl A V n n A Y N n !1 V N y A Y N n A aWp/OQv N V y N V A N Y ry n P y N P y n N V w aWAN*e N N N n N N N y ^ N N y N N n N . N n y N 41: N n n N N N y N N N Z F I,eryJ O W 6 wad'W aw BNlgy ry y N N y n N N n N N ON N N n y y A N n y N N n n N W�n> o O{SU m aW Mo�ee N N A A lV (V !I n N N y V N x D$ WF*SW x aW pAwv N n n N n n A n ry Y y A N V ¢x� wo ow WF a aW N�Be N N A Y N N y Y N n y Y N A n Y y n P N n n Y N n n A N n y Des aW•i�I N V n N V n N V n N V V n ry y Y y n n Y y y V n A V n A V aW Mp�pe N ry N y N N N y N N N A N N N y N N A y y N n n N N n n NA N N A N aW pN N N N N bN NIV N y A N N y A N N A n A N y y N y n y N A y N N A n N K F LL _ � aw�'ao9 N N CI y N N N n ry N y V N N V N N V y y V ry n V ry N n N n Y N V AP A ry y A D aW p�agv N A {V N A n N N V y y N Y y N V A n N O V n N n y y Z6 yW NO�pe lV N n A N N !I V N LEE / A V N L U. aW abgV N n y N V A Y A N V V n N V P A N Y V y y Y V A n Y n n V n n pp'o S` aW�PB N N N N N N N N N N lV N y N N N Fl n N N A N N N y N N N N N N N aW Qmgv N N N N y N n N N y N n n N N n N N n y N y n y N R aWA-mpe N N ry A N e1 n N N P A N N N A y N N n N N N Iry N n 7 aW p/Ory N n n A N Y N V y A N V n A A N N n N RK Hn—M N N N N N a. y N N A V N y y awomgV N A N N n A� N V n A N V V n aV f V A N V V y N V V F) N V y n y y A n O aWMOIpa N N N N N N N N N y N N N N N IV y y N IV n aV N N y N N N N N N N (. aW--w N N N N N N N N n y N N N N y C m aWMq�B N N N A N N N /I N -NINAN n N N n A N N y.V A N n -IN N A n N N;7;N N N - aW pMfe/ N y N lV n lV N N y y N N A y n N V y A N V y y N A y y N y n N N n n N = gHyl MORS N N N A N N N y W. n N N A V N N n V A N y A N N N aW.A w N A N N y N N V n n N V y n N n N N A n N V n n N V n y C URNOM -1-1 N N NN N N N N N N N N N n N N N N N N N N N N N N N N 4 O kin plOgV ry N N N N N N N N N N N A N N N A N N y N N N n N N N n A N N y n N Q m aW N ry N N N N N N N N n N N N y N N N A y N N n N N N n N N N N N N N y •1�' Q 0 Q aW ry N N N N N A N N N y N N N y N CI n n lV N y N N N y N N N N N N N rO � C N FF O D aWB N N ry n N N N A N N n n N N n n eI N V A N N Y n N N n A N N n N = h a 4 aw�r9 ry N N N N N N ry N N N N N N N N N N y N N N N N N N N N N N N N N a N Y K t^a a aWp N N N N N N N N N N N N N N N N N N y N N N n N N N n y N N y A N {L a W a µr1 w �. m X F Q W R aW N N -1 N N d 0 yWB N N N N N N N . N N N N N N N N N N N n ry N N y N N n A A N N y A N 9 !l� r aW Napg N N N N N N N N N N N N N N N N N N y A N N A N N N N N N N N N Z �2¢ Z yW pADgy N N N N N N N C1 N 1V N N {V N A N ry N A N N N n N N N A N N y A N g O D QS N Z O L �� � ^5 $ p22 n 3 �i � �i �23 �° gm�by3 � � rpY •� b � pqx! ¢� °z 3= ai f. �a n '? �2 }y i1 d s Qi f G OW Z9 F Q f I�aW LL R e� ���777000 N LL TS' :O N Cl O r l�IILB� 1.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.EOJ HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2014(50 EDITION)OF THE FLORIDA BUILDING CODE THIS STORM PANEL SHALL=BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-BADE/BR(WCARD COUNTIES). 8.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.C.TAPCONS,ECO PANELMIATE ELCO NAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/47. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, B.2)-3/4'0 SOLID,SET ANCHORS STALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONAUn' FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL 1/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WAILS NOT EXCEED THE MAXIMUM (ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS Z 7,9 THRU 17. WITH NO STUCCO. 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL.ANCHORS IN ORDER TO VERIFY THE ABOVE.CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG SHALL BE FIRST REDUCED TO ASD.DESIGN WIND LCADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/MAX.(A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2,7,9 THRU 17. IN 9.1)&B:2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 337. (C) TO EXISTING WOOD FRAME BUILDINGS,SEE SPECIFICATIONS ON SHUTS 12, 13, 14& 15.ANCHORAGE SHALL BE INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS.A DURATION FACTOR CD-1.60 WAS PERFORMED BEYOND ANY FLASH MATERIAL AT WALL LIKE BRICK VENEER STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADE(XNCY FORT IMPACT AND FATIGUE RESTSIANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (0) MANUFACTURER.�BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 1609.1.?OF THE ABOVE MENTIONED CODE AS PER AM07JCM TEST LAB REPORTS#0.321.01-05, 1 0812.01-05 AND I 0119.01-06,PER ASTM E 1886-OZ E 1996-02 AND ASTM E-330 STANDARDS,QWWFIED FOR MIND ZONES 1, 2 AND 3; , MISSILE TYPE D(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON OWMAL FAGLTIES AS DEFINED BY SECTIONS 7•PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOVANG INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 11 .1.1 AND 6212 OF ASIA E 1996-02. (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2,3,3A&4 SHALL NOT BE USED. 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY RHE SOUNDNESS OF THE STRUCTURE,WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS BE A.LDMWUM TION,6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TD CONCRETE BLOCK OR STORM PANEL COMPONENTS STUDDED RATE AND�SNAP CAP ARE PATENT PENDING. W000 FRAME BUILDINGS 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AW SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN N CONTINUOUS ' DCN 50018 W/50 W YIELD STRENGTH AND 90 kii TCNSILE STRENGTH&SHALL COMPLY'W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL.WITH 35 W MINIMUM YIELD STRENGTH. 10. (a)THIS P.E.D. ER PREPARED BY THIS ENGINEIS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;R.&WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESIONS13LE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4.0 TAPCON ANCHORS AS MAMIFACTURED BY I.T.W./BUIIDDC. PRODUCT,BASED ON THIS P.E.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4'0 S.G.TAPcoNS AS MANUFACTURED BY TAW/BUILDIX. DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4'0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO COESTRUCT,ON PRODUCTS -1/4'0 X 3/4'SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: (d)SITE SPECIFIC PROJECTS STALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A7)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G_TAPCONS IS 1 3/4';FOR ELCO BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPON98LE FOR THE PROPER PANFLJATE AND ELCO NAS 15 2. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER,SHALL SUBMIT TO THIS LATTER AL2)3/4'0 SOLID SET ANCHORS SHALL.BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE.NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERMITTED. -1/4'e-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR (e)THIS P.E.D.SHALT.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. THAT PREPARED B. AL3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 171043 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EIMW SHALL BE AS INOICATED ON NOTES At)&AL2)ABOVE. OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE .. (B) TO EXISTING CONCRETE BLOCK WALL: _ -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.LW./BUILDIX. -1/4.0 S.G.TAPCOTS AS MANUFACTURED BY TW/BUIDEXL -1/4'0 PANEL MATES ANCHORS MICE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. THIS OR4YNNG SHALL ONLY BE'USF TO -1/4'0 x 3/4'SOLID SET ANCFKTS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. OBTAIN PERMITS /N TFIE STATE OF FLORIDA P e/% FLORIDA BUILDING CODE (Non Nigh Velocity Hu cone Zone) lx"w ac 0.050' BERTHA ALUMINUM STORM PANEL FxL No,44i67 (2.00• DELT') ubmW.. EASTERN METAL SUPPLY, INC °`am!° ILE C O EMS. IYee REST ROM a%r TIwT TESTING Nt oIaNCQENo COMPANY KT AMM-ac4m AL`1'1fv 15-045 /,` '.... •w��' ° om�xaO a A++aq uma n mw AA:Ne(MI)ZOO-WO,FAX(serbrr-Ane o''''$A`'+•/ti,�,j,A,,t+•�^ •1DLtE®-00mA. Wf�1 C-Imh'aTr aco ,m.a. d.. lost~ ww.SAC N. f!!!I I%% FLORIDA FLORIDA UC.µl67 SHEET 1 tr 17 i4.Yor'(rorAL w07H) kj4,W1 ' TAL W/D7N) MOOD-MTFC7W WrDTH) ME W1DW) 1.070-K -170• - 1.070- ' r 170' MF XWW A.S.D. DRWff PA MM RATING (p.S/) _-DAG1�CG/W PANEL LEWW Z'SCI4EDITW o 0.250' q T a.z5o' h . PAN=RETAL171�JP mmPANSL4 J AgM At IaA9T 2020-�- -1 2.o20'E- -I 2.020'!- ggAs wzw fluca Ai 0X3 OF 7mm Allots FULL PANEL Wf HEMMED EDGES HALF PANEL WJ HEMMED EDGES G)606Q@Qgj ma rnacas OR ®®lam OR ®* 14.375'(MTAL W(DW) 8.425'(TOTAL W/D7N) AS umc PA1EL tLNe1N Aso,DESW ,fax PANEL LENM PRESSE+rF)BUM L(A) p9Lss7,1+e NATBW L(10 12000'(EFFECME MOTH) Kok; FECTNE W1D771) GwL) (FAL) 1.070- l 170" 1.070- 1.070- 4.660 �^.170' +30.0. -JRO 13'-0- +30.0. -J0.0 131-0" r AS (rrn) +JSO,�T5.0 12:-6- +354 -JS.O 12'-0- +4a.0, -40.0 1T'-f' +46.0, -40.0 11=3' O ti A 2.020'� -4 2.oz0'I- -4 2.020' +45.0• -4.5.0 12'-0• +45.0• -45.0 10=a- OPTIONAL FULL PANEL Wf0 HEMMED EDGES OPTIONAL HALF PANEL W1/0 HEMMED EDGES +so-0• -50.0 11•-0• +50.01 X0.0 9•-0- Q STORM PANEL +SSD. -Seo 10=0• +550, -55.0 8 z' SLUE://4'-1' +60.0, -60.0 9'-4'- •+6a0. -60.0 7'-6' +70.0. -70.0 6'-0' +70.01 -70.0 6-5 �-3 CDNCRETE ANCHORS(SEE SCHEDULE) +60.0, -Bo.O 7t--O -•y r +60.0, -80.0 5=81 11/Gn� 1 1 IHr�� S".0 6-3 +90.0• -90-0 g.-0. 5=7' +90.0. -lOQO 6•-0' fl f 110.0 +9a 0. -11 D.0 j 2 +9Q0, -120.0 4'-B' +90.0. -120.04'-9- 1 Im U +90.0, -130.0 f'-0' +90.0, -130.0 4--4 r/2' 1 W v � *.Holler O A94.X A.S.O. CES/GN PRESSLR7E R477M&AMMUM A A PANEL LEIVaM FOR WOOLLY REIMADLE PANELS AS PER A1WNnW INSTALLAOONS ON SHEET 7 OF 17 1S 2 +50.0• -50.0 p.s1. W/88'WX PANEL a tENG71L ai AW..ASD.DESIGN PRESSURE NOW d MAOMLW FOR MOUMM AS PER ALIERN4TriE/11 Atm ti 4k ELL-- I-LI 4ON SHEET 141 AND 15 IF 17,1 ESM ARE ' psl.FDR 78'i6.PANEL LENGTH, � I I I \\!lYHiIJ�I( AND+50.0, -50.0'-f.FOR UP TO 106-PANEL J--ICONCRETE ANCHORS(SEE Sd!£DULFf-�F-3--1 `.\�.`��AA. ii,,� LENGTH. LAG, STORM PANG f16 `.�Qy...•••••..,!/j,,e TYPICAL ELEVATION \CENT+' �y FLORIDA BUILDING CODE (Non High Velocity Hurticane Zone) 0208571U=,a4: 0.050' BERTHA ALUMINUM STORY PANEL FJL.F RL x r.s - NO.44167 = (2.00" DEEP) VAWN u 1-1/4'Mm. GAP 1/4'Max G4P-1 J I n9 EASTERN METAL SUPPLY, INC ate" ILECO,N�. 41,6PEST ROW DME nwr 7FSTINa a uxaRcrnela COMPANY 11FST P"WAM R Jt74P7 15-045 SECTION A A ' 'F� / `W Lmxn w�""0 .W. 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Pf10N 2) s,9 LARGE KEY HOLEO (OP110N fI ( /2A ROUND-HOLE AT PANEL mrr:.yY-r• snvr:ya'-r• so 11t111U 12 ATV HE AT PANEL © KEY H&E WASHER ®STUIIDED PLA7E��``�``�1p,T.... . J�yi �rm.ns+4s..w,m mu o—wo LIC ti•C<s 0. IDA Q • 21aS• I - L E , low- FLORIDA BUILDING CODE (Non Ntgh/�dldlttXurricane Zone) ©SNAP GP f6 B O. ANGLE a � ''� oa7u nuEcn,9c 0.050' BERTHLU A ALUMINUM STORM PANEL FALsem, ,--r- ..aa (2.00- DEEP) avm+ar. OE7A2 1:srW w/rnrrc Awar/x�Jra L E C O Ira. EASTERN MEWL SUPPLY, INC a,e COMPONENTS 'tea"s""'�'"'£ nutr Temno a E7+o+m+uro wunutr rasrZV9-a.rac k'sus? f5-045 w•s.s,w a.s sad wo.,facoe R arm N�'e=(3sgzs9a:s;FwL lx,M+r-ms lev-:f�7v-tEB-OOOQ779��-1� v mawv �R v. a04VARG N WILLHR A 7Urr Jr.,PE m rr�vr MM 3 OF 17 nDRdl U.44167 iso CONCRETE AN7A02S n 9 _Lr o:. £ m EMOMS CONCRETE atOCK"""" (Cm rnsmw+) (SEE sarml[t7 - -- 1.600 r .250 - 100- N �'' 1 SPAa+.G) I I / --- I FOLMea POURED EO. / E0. Ni 001C'RE7E i I RCamawr EOIAf7E0 i REGLJPEO i REVUfRED I mvT 1 1 I 1 CLAW To i 1 1 N 7'/TT SFSMA/A7N 1 4T 1 JO CLAWI 1 I la GLASS I 1 I 1 y -41-Y/n.$PARAIAx 1 TO GLASS 1 IF X omni if 4 1-,F.SDIAUMV ; I ; CONCRETE Axa10N4 SECTION 3A I TO GLASS t/s•/-20 x J/I- (SEE q 1 I 72'G.c COACPSW Eo OR.CONCRETEi 1 d 1 POUW E0. I i REOURED •r. 1 tiCONCRETE CONCRETE iOR E 1 �. (SEE SaifDlJlf) E I X00.WAILED. Ln1 I Lt i cwr. SI1xN+J REVURtEI) E a 1 , �'• POTO GLASS j — 1 -__ '. I SECTION O ANCHOR CONCRETE J - 250' a C—L aan�DN s2 � J&— CONCRETE SECTION 3A WAU MO . G NST SECRON A ANCHOR Cxwoaa i mm CONCRETE OR CONCRETE POURED SLOW WAUa i CONCRETE ce�REVEARED ?EOUR M 0. EDOF 0.5TAMCE J5 CM. 1 EM. wMl. n) A.o� te Tornow r) - o Ez'0.a - - (SFE Sam _ - -- - 1 - --- -- SECTION O STUD TYP. TOP/BOTTOM I 1MOUNTING INSTALLATION ''"�• �-• I T l +ee swv raP SECTION 4 NOTE EOR COAWM 7M OF SECTIONS: .�``P\ s -- .r. d.ly, 1 '' A"°R'°"5'NOW SECTION o STUD �AfOtA�ITM SE�^S r.�v K--. `may: FLORIDA.BUILDING CODE (Non High Velxky Hurricane Zone) WALL MOUNTING INSTALLATION C0 "ID w ANY wAr TO srnr Aur MaTAELA7TON NQ 4416 ozsw 7CIEC7>+a 0.050' BERTHA ALUMINON STORM PANEL ray SECT/ON f �:In•_1• �t: _ (2.00' DEEP) at • ahNls NOW:aerAe GF sEcncw,SnrM uam A=FOR � EASTERN METAL SUPPLY, INC are Iwl..,117fAV,RA^.MarAeunav-sEcnav z l�a°1 O .„/� .Ora mr Ragas wle 'j� .(•:,j" av�� TW rr 7ESM0 At EMMMtMO COMPAM! �T+U"8510E ti X0715-045 xx `Q//•�6'�..1�..•'�`'`v,�\`"`�`` .a' :rP — .6 >'= Olw DOWN:®�(serJa7P•-a7sb�lselbn-171a M, 'AA/'ITIIVIw�`11%, `\"`` 'WJ]Elt '.►P.C. aO n-a >~ 9Rr 4?17 FLOWA tla 14787 ASA b a N � 2 a N N �V 1 1 I mStl ' � � '' ' pl .� .. � .t , � > a� � f� •i �S � � •i , N � � A 1/��11 • • • • • • . . . 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