Laserfiche WebLink
- - - - <br /> ____ � <br /> . I <br /> ►�ry�.� L <br /> INSTAU,A7IONN07E5. T �S IIl d\�dVf.L I <br /> 1. ONE(1}3F75iAtIATiON ANCHOR IS REQUlRED A7 EACH ANLHOR LOCATtON "��' ■ ���� ��r�������� ���� j L 0 V P A 4!e s+v c, � I <br /> �SHOWN. <br /> c�r �r- .�r,r, <br /> 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM �( 9001AM9A55ADORCOW <br /> NUMBER 6F ANCNRRS T0$E USED FOR PRODUCT INSTAItATiON Of THE i7 C �C I V U oetu5,SEZ.is 75247 <br /> PN:j22S}63T-2S96 FX.{2Si}424-6�3-0 <br /> MA7CiMUM SfZE LISTEO. <br /> 3. INSTALI.INDIVIDUAlINSTALLA710NANCHORSWITHINATOLERANCEOF±1/2 SINGLE HUNG WINDOW a V� <br /> lNCH OF THE DEPICfED LOCATIRN IiJ THE ANCHOR LAYpUT DETAIL(I.E., >y Y H tt�. ,�n� <br /> NItTtlO!lTtOA'StD:4iATtGNCFTOtE^..AN.'.`c5}.iOii�ANC'cSA+2ENOi O n� p� d <br /> � NMULAiiVE fROM ONE INSTALLATION ANCHOR TO TNE NIXT. N�,i. Q Z O m� a <br /> O <br /> 4. SHIM AS REQUIRED AT EACH INSfALtA710N ANCHON WITH LOAD BEARING N�+ �� p T LL- <br /> StqM(S}.MAXiMUMALiOWABLESHIM 57ACKTO BE114 iNtH.SHIM WHERE w Z Z} �ry¢x ,'�,. <br /> SPACEOFij16INCNORGREATEROCCURS.SHiM(5}SHACLBEtON$TRUCTED �1� �¢ Z m q <br /> OF HIGH DENSIN PIASTIC OR BEffER. = N ?� p¢m � <br /> GENERAL NOTES: wr H w H Z,� ° <br /> 5. TtiROUGH fRAME:FOR INSTACIATION INTO WOOp FRAM3N6 USE N10 � � �<N °' <br /> 1. TNE PR6DUGTSNOWN iiEREiN IS DES�6t1EDAN6 MANUFACNRED H � m p z ^ <br /> WOODSCREWSTHROUGH7H£FRAMEOFSUFFICtENTt£N6THTOACHIEVE i � K e <br /> TO COMPLV WiTH THE 20D9�RGIBG AND 2010 fLORIDA BU�LDiNG W� 4 ui O a <br /> 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. r <br /> CODE(FBC),ERCLUDING HVHZ AND HAS BEEN EVALUATED 1- W � m <br /> ACCORDING TO THE FOILOWING TABLB OF CON7ENT5 n[ ,.°`, a <br /> 6. iHROUGH FRAME:FOA INSTALLATION TNR�UGH 1X BUCK TO � d <br /> CANCRETFJMA54NRY,6R DIRECiLY INTp CQNCR£TfjMAS6FIRY,USE 3j16 ' AAMA/W6MA 201JIS.2jA440-0& <br /> INtFt O�AMETER IT4V TAPCpNS Oi SUFFIC�EM'tENG7H TO ACHfEVE i lj4 SHEET REVZ520N SfiEET bESCRZPSZOh7 w <br /> INCHMINIMUMEMBEDMENT, 2. ADEQUACYOFTHEERISTINGSTRUGTURALCONCRETE/MASONRY f" <br /> AND 2X FRAMING A$A MAIN WIND FORCE RESISTING$Y57EM 1 - GENERAL 6 INS7ALLATION NOTES ¢ <br /> � <br /> 7 7}iROUGM FRAME:FOR IN57AlLATiON INTO METAISTUD QR APPRQYED �PAB�E OF WITHS7ANOIN6 AND TRANSFERRING APPLIED Z � ELEYATZfltdS <br /> MUtUON USE tt10 GR.S SELF TAP%AIG SCREVJS THR6UGH TNE FRAME OF PRODUCT t0AD5 SO THE FOUNDATlQN SSTHE RESPONSIBiti7Y OF T� <br /> SUFFICIENTLENGTHTOACHIEVE AMINIMUMOF3THRFADSPENETRATION TNEENGINEERORARCNYfECTOFRECORDFORTHEPROIECTOF 3 - ANCHORLAYOVTS-THRQU6HFRAME <br /> BEYOND METAL FRAME SU857RATE. INSTALlATIpN. ,�ry <br /> 4 - ANGHORLAYOUTS-THROUGHFIN `�'1 I <br /> 3. IX AND 2X 8llCXS(WH£P7 USED)SHAtt SE QESS6NED AND <br /> 8. THROUGH FtM12:FQR tR7S7AttA710N SNTO WOQD FRAMFA76 USE ff$WOOD 5 - VERTZGAL SEGiZONS � Z i <br /> SCREWS THROUGN THE fiN tl�SUFflGEN7 CENGTH TO ACHIEVE S 1J2INCH ANCHDREO TQ PRQP£RLY 7RANSFER ALl IOADSTOTHE <br /> MINIMUM EMBEOMENT INTp WOOD SU85TRATE. SfRUCTURB.BUCK DESIGN AND INSfALIATION ISTHE 6 HORIZONTAL SEC720N5 <br /> HESPONSIBIII'fYOFTHEENGINEERORARCHITECTOFRECORDFOR H � <br /> 9. THROUGN FlN:KOR INSTAttATlON INTp METALSTUb Qft APPROVED TNE PROJEGT OF IN57AL1A710N. � " MULLTON DETAAS 6 GLAZIN&DETAI(. (f'� .�.a � <br /> MULI.I4N USE N85ELFTAPPiNG SCRfWS TFiROUGN THE flN OF SUfFYC1EM 8 - COMPONEWT5 d BRL OF MA'iERZAL5 H a <br /> 4. TNE INSfALIATfON DETAitS DfSCRIBED HEREIN ARE GENERICAND +�,,.� <br /> LENGTHTOACHIEVE AMINIMUMOP37HREADSPENETRATONBEVOND V <br /> METAI,iRAME SUBSTRATE. � MAY N0T REFLER AO'UAL CONORIONS FOR A SPECIFIC SfTE.IF -"'" <br /> SITE CONDffIONS CAUSE INSTALLATION TO DEVIATE FROM THE W � <br /> REQUIREM£N7S QETAtLED NEREiN,A IICENSED EN6INEER OR D I <br /> SQ. MINIMUM EMBEDMENTANp ED6E DiSfANCE EXCLUDE WAtt FINFS}tES, ARCHiTEC'f SHAi1 PREPARF 5lTE SPECfftC DOCUMENTS FOR USf � <br /> IWttUDING BUT NOT ttMlTED TO 5Tt3CC0,fOAM,BRiCKVER7EER,AND SIDING. �yRH THIS DOCUMENT IN NON-HVHZ AREAS. <br /> 11. INSTAI.UITION ANCHORS AN6 ASSOCIATED HARDWARE MUST BE MADE OF 5. APPROVEp IMPAC(PRQTECTIVE SYSTEM lS REQUIRED ON TNl5 <br /> CORftQ510N RESISTAM MATERIAL OA HAVE A CORROS40N RESISTANT pp,ODUCT IN AREAS REQUIRtN6 IMCACT RESISTANCE. MAX O.A.SIZE <br /> COATIN6. DESZ6N MZ55FLE <br /> CONFZ6URA'{20N <br /> 4YIDTH HEIGHT PRESSURE IMPAC7RAlING 0 <br /> 12. FOR NOLLOW BLOCK AND GROUT FILIEp BLOCK,DO NOTINSTALL 6. WINDOW FRAME MA7ERIA�PVC Z <br /> INSTALLATION ANCNORS WTO MORTAR101NTS.ED�E QISTANCE IS 53�le 77"' O/X +!-54?SF NON-IMPACT P�� ���! � I <br /> MEASURED FROM fREE EDG£OF BLOCK Oft EDGE OF MORTA!{701N7 iNTO 7 IN ACCORDAl3CE WITtt Ttt£2010 FBC SEC 2003.$.d Dk551MitAR `���¢a.-}[�33�� <br /> FALE SHEtL QF BCOCK. MFTAtSINCtUD1NG FASTENERS THAT MAY CAME INTO WNTACi qg�� IDS S�° O J OJX d-50 PSF NON-IMPACT `� .+^•••. �, <br /> WITHALUMINUMUNITFRAMINGSHALLBEPRO7ECfEDASDEFINED �^.'',�.,�.;c;�', •�� <br /> 13. INS7ALlATION ANGHORS SHALL BE INSTAIIED IN ACCARDANCE WITN ANCHOR IN SEC 20D3.8.4.2. 72 Y" IOS Yz° O/DOUBLE O/X �^/-50 PSF NON-TMPALT „ ('7. �t'�.k <br /> MANUFACTURER'SINSTALiA7lONINSTRUGTIONS,ANDANCHORSSHALLN07 4b}f° gq' DOUSl,EOIX +1-40FSF NON-TMPACT ~�� °� � <br /> 8. GtA5S5fiAlI.MEETTNEREQUIREMEN'[SOFIaSTME2300-04GtASS C'`���� <br /> BE USEb tN SUSSI'RATES WITH 5TREHGTNS IESSTi1AN 7HE MINIMUM CL- - <br /> CHARTS.SEESHEET7FORGUtZiNGDEfAiL - <br /> STRENGiH SPECIFIEO BY7HE ANCHOR MANUFARUflER. 309" 7T' TRZPLE p/X •/-50 PSF NON-SMPACT �t�` t F� ,� - <br /> 14. INSTALIATION ANCHOR CAPAC171E5 FOR PRODUCTS HEREIN ARE 9ASED ON <br /> :��1'•. ,w�'� �4' � <br /> SUBSTRATE MATERtAtS W1tH TNE PQLL4WING PftOPERAES. ��i�'3�"' ' ''� 4� <br /> A.WOOD-MtNtMUMSPFdFtCGRAVtT70F0.42. �i��jY ,.k pR���,�� <br /> B.CONCRETE-MINIMUMCOMPRESSIVESTRENGTHOF3000PSI. <br /> C.6ROUT-FILLEDCMU-UNIT5TRENGTHCpNFORMSTO/ISTMC-90WITH .� j, f� ���1 „ <br /> MINIMUMCOMPRESSNESTftENGTHOF200QPS1AND6ROUTCONFOeMt FW..,p °D� m� �� <br /> � TO ASIM C A76,MINIMUM GROUT CQMFRESSIVE$TRENGTN QF 2W0 PSi. ' 4 S? Z ti Y `C <br /> D.HOt,LOW BiACX CMU-UN17 STREN6TH CONfORM5T0 ASTM C-90 WiTH �p �~ U �� <br /> MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. �DWCn#: <br /> E. S7EEL-MINIMUMYIELDSTRENGTHOF33K51.MINIMUMIBGA.WALL p�ryj7?II\/Gi norl hv Horma�C A���o�v 0� ,({ F �j�T } � <br /> THICKNfSS. � �..`.••••� • • -' Tl 1 RV�� ` <br /> � F ALUMtR1UM-M!Nl:t�L�:t:`i.:t.,,^Y5�5'r'S'S.M1�StNGVUiYiYJAiIiHiCKiuES50F Reason•1 am approving this document � <br /> 7/16'(0.0625���. Date:2014.04.11 14:39:34-04'00' sNEET 1 OF $ <br /> �� <br /> I <br />