Laserfiche WebLink
REGENCY PLUS, INC, m <br /> p <br /> .SERIES 8313 ��it111��L TILT DOUBLE FEUNG WI]110QW <br /> INSTALLATION ANCHORAGE DETARS � <br /> W S <br /> 1. THE PRODUCT SHOWN HEREIN RDESIGNEDANDTJANUFACTUREOTO COMPLY WITH REQUIREMENTS OF THE CURRNMFLORB1A BUILDING CODE <br /> a <br /> EXCLUDING THE HIGH V ELOCRY HURRICANE ZONE(HVH4 <br /> 53" MAX. FRAME WIDTH 2. WOODFRANIM.7XWOODBUCKMETAL FRAMWGANDCOUCRETOMASONRYOPENINGTO UEDE5IGNEDANDANCIWREDTOPROPERLYTRANSFER ALL <br /> LOADSTOSTRUCTURE_MUM AND CC"CRETEIMASOTFtYOPOUNG ISTHE RESPONSIBO.HY OF THEARCHRECT OR ENGINEER OF RECORD. Cd <br /> 3. IX BUCK OVERCONCRETOMASONRY 1S OPTIONAL WHERE 1XBU(XSAREUSED.INS ALLATIGNANCHORSWILL PASSTHROUCN W4iDOW FRAMEAND,X <br /> M=NTOCMOOWTOMASONRYSfJBSTRATEYRtME IXBUtX LSHOTUSEO.04STA33ATIONANCHORS WILL PASS THROUGH WINDOW FRAME INTO <br /> CCt4CREi YSUBSTRIITEOLSS*ALARMATERIALS MUST BESEPARATEDIRITHAPPRAVEOCOATMGOR MEMBRANE SELECTION OF COATING OR <br /> MEUBRAHE IS THE RESPOa61at7TYOFT EARgiRECTOR ENGINEER OF RECORD. <br /> . HERON <br /> 4. THE PRODUCMAICSA ItE[=A&UITL,SE TEST ROTHEFOLLOWtNG _ 0 �"'6--y� O <br /> 4.1. PPAUNNIOMAICSA,OtILS?tAiJOd,.SEE TESTR£PORLNO.NCTLA. -1,D2T524.2,DATED.10"6"BDYNATIOMCERPREDTESTWGLABORATORIES.YOW ZW, lY <br /> 6 MAX. S. ALA3ETWIL V,z a S <br /> 5.1 FRAME_EXTRUDED RlGtD PVC _ZQ <br /> O.C. (TYP.) 52. REMFORCEUENT_ <br /> 52.1- GAWANIZ{D,STEEELTUSE-TOP RAIL OF SASH AND INTERIM MEETING RAIL. z =Q. <br /> cd <br /> W 522 U-SHAPED GILLVANREOSTEEL.RO770M RAIL OF SI\SFIANOEXTERIDR MEETMCi RAIL yx�m_Z m"T 1 <br /> 2 6. GLAZING: J Od D ppG7 m xg ua z+ <br /> LL! 6.t• STGLAZING <br /> N NESSISTE LSPACER YPPEESS44INT7ERORGLGLN.E GAMSTA trU C A(22HEAFFOUALDURROSEDCF2UTES OF MET RSACKBBE�O OINGAH A (22KEAFCLASS AND (FDUAUAL V JV 3 H <br /> DUROAMIER RIGID VINYL GLAZING DEAD, Z, F <br /> 62. ASTESTEDGLAZING LIFTS ASTM E1900-09e FORUM DESIGN CONDITIONS SIWNM IN THIS PRODUCTAPPROVAL DOCUMENT. W L1 <br /> Q 6.3. ALTERNATE OU1aNGMEETNGTHE P&IDUU ASS(SOFAALW4WMIVCSA,O,ILS21M40SHALLBEALLOWEDPERASTM EI300INNONOW 0 O Q>JZ <br /> to�z g <br /> T. APPROVED IMPACT PROTECTOfESYSTEM IS REDUUUil1 FOR THISPRODUCTN WIND BORNE DEBRIS REGIONS <br /> QQ 6. SHIM AS RT:OUREOAT,EACH INSTALLATIONANCHORWITHLOAD(MAILING SHBLSHIM V ERESPACEOF VIWORGREATELOCCUA£&WWUM yW <br /> j 9—'3f U" MAX. ALLOWABLESIRMSTACKTOSE,N'. W <br /> /j O.C. (TYP.) 9. FORANCHORNO INTO CONCPEfEMASONRYUSE3116-FLAT HEADTAPCONSWRH SUFFIGENTLENGTH TO ACKMA I IM MINIMUM EMBEDMENT 100 W <br /> CONCRETEWHII I tV 6UN2"I EDGE DISTANCE AND T'MMMM EMBEDMENT INTO MASOrRYWITHr MINIMUM EDGEOISTANCE LOCATEANCNIORS AS vl <br /> / SHOWN IN ELEVATIONSAND INSTALLATIONOETA=ANCHOR LOCATIONS NAVE+F Y TOLERNCE <br /> / 6" MAX. t°' mBEDA INTO SUBSTRATE WITH 3WMINNWAI EDGE DISTANCE.L�OCA ANCCHO�RSASWSN VNOL NI EIVA�WSA DINST�AIO DNS DE'P ANCHOR <br /> / O.C. (T1 1 P.)' LOCATIONS HAVE 0-V TOLOVA E: - . Ro6mtJ.A"We=.P.E. . <br /> 11. FORANGHORWG INTO UETALSTRUCTURE USE 410FLATWEADSUSORSELF OaWNGSCREWS WITH SUFFICM10 LENGOMTOACMEY+E ZYMEADS FIMd P.E.Na aC762 <br /> A1021R1UM(iEYONDSTRUC,URE U4TERIORWALI.WTLH3M•AfOtUJUAi EDGEfTiSTAN1:E.LOCATEANC110RSASSHOYH4N ELMMON1SANDNSTALLATTDN .ptlL lAb1E$ n�y� <br /> DETAIL&ANCHORLOCATIONIS HAVE 41-rTOLERANCE, �:uQ3_,.�eeN oy• <br /> 12 ALL FASTENERS TO BE CORROSION RESISTANT. w* �•N 49752 'O*� <br /> t3 RIS7AL1AT10NA14t7tORSSHALteE OESTNLED WACCOLtDANCEWTDiANt7WRNANUPADYNRERS tNSTAt1ATiDNMS,RUGTIONSANOAHCHORS9WLR r E.O S <br /> L INOT REUSED IN SUBSTRATES WITH STRENGTHS LESS THANTHE MINIMUM STRENGTH SPECIFIED BELOW:_. '+•�; <br /> ELEVATION �T, 13a.8. cCONCRETE-u i COGu��MFSTPZMYHOF25COPs1 °,FS•At pp�p•••6�,`• <br /> EXTERIORVIEW 13.3. MASONRY,STRENGTH(:ONFORMANCETOASTM C4)0.NEOIUMWEGHTWLTHDENSRY>117PCF `tsT+Oxt i d <br /> NOTES: 13.4. IJETALSTRMTUFRE:STEEL IBGAN6.BL287.33KSIORALtATB6LflL166Gi.T57 A4rTH CRUWUR M ,L <br /> 1.MAXIMUM TOP SASH SIZE:4SIMST X 37.186-MAXIMUM BOTTOM SASH SIZE:SW X 37- Digitally.Signed <br /> 3.0.MAXIMUM <br /> BMX 2V WEEP HOLE AT V FROM EACH END OFIUEXTERIOR SILM BOTTOM L FACE D.L.O.-.4&813�X � <br /> 2. 33188 by Robert J. <br /> 4,1.27'X 0.3'WEEP HOLE AT 3.62S'FROM EACH END OF EXTERIOR SILL FACE. <br /> 5.0.375'X 0.375'WEEP HOLE AT EACH END OF INTERIOR SILL TRACK. -•• Amoru$O,P.E. <br /> TABLE OF CONTENT Date:2015.11.21 <br /> SHEET . DESCRIPTION 10-45:00-05'OT. <br /> 1 ELEVAMON.,ANCHORING AND NOTES ' DESIGN PRESSURE RATING(PSF) IMPACT RATING' PTc Product oosym c oup.LLG <br /> 2 INSTALLATION DETAILS Po O NONE Bo>M775 <br /> Lm <br /> +50.01-SOL9■om.FL32TS2.0"S <br /> 3 BILL OF MATERIALS 321.E-1788 bwm« px*m i <br /> ' iaPECaNSmmotAutrodr48on� <br /> . NoMWS <br />