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ATRIUM COMPANIE�, INC. AT�t�� <br /> =N$TAU�,�oN��s. 311/312/378 SLIDING GLASS DOOR `°".'""""° <br /> 1. ONE Ilj INS7ALtAT14N ANCHQRS ARE REQUIRED AT EACH ANCHOR /A j/� <br /> tOCATidNSHOWN. i/ Y�„/N—IMPA�T) ���� <br /> � D�L4A5.�E%AS TS24Y <br /> 2. THENUMBEROFINSTALLATIONANCMOR5DEPICTEDISTNEMINIMUM PH:(i�qe]i469e r'x(x1+)u�-e�7� <br /> NUMBER Of ANCHQR5 TO BE USED FOR PRODUR INSTALLATION. <br /> m <br /> 3. tNSFAtI iN0iVt0UAt INSTALlATION AtJtMpA$WITNIN A TOLERANCE ot v g <br /> OF Sl/2 INGH OF THE pEVICTED IOCATION IN 7ME ANCHpR LAYOV t � o� ^�' <br /> C+ENERAL NfSTfS. O � k"�ao <br /> DETAII(I.E.,WITHOU7 CONSIDERATION OF TqLERANCES). �2� N N r� a <br /> TQIERANCES ARE NOT NMUWTIVE FROM QNE INSTAl.IA71QN 1. THE PROOUCT SHOWN HEREIN IS OESI6NED AND m vi C� O LLi"' � <br /> ANCF�R TO THE NEXT ��t �>� $ <br /> MANUFACT(1RE0 TO C4MVLY WiT}i THE 20d7$,2014 �_y J�3 p+�� <br /> 4. SHIM AS REQUIREO AT EACH INSTAlLAT10N ANCHOR WITH LAAD FLORIDA BUILDING COOE(FBQ AND THE 20091RUIBC, ����„w �ry X K " <br /> EXCIUDINGHVHZANpNASBEENEVALUATEDACCORDING Z Z � <br /> BEARING SMIM(S).MA%IMUM ALLOWABIE SHIM STACK TO BE 1/4 i0 THE f4LLQWING: "�'�Z w j. �"�'�C d ^ <br /> FN{N.$MiM W HERE SPACE 4F 1j16 iNCH OR 6REAT£R OCCURS. O..a Q m c ° <br /> $M7M�51$HALL BE CONSTRUCTE6 OF NFGH DfNSfTV Pl,ASTiC OR ' �MAjWDMAjtSA 101J1.5.2JAAd0�0S 3 Kt � Hµ�u + <br /> � �� <br /> BETTER. 2.ADEQUACV 4F THE E%ISTING STRUCTUML K °��^� ^ <br /> 5. FOR lNSTAttATiEMi INTO WQOO FRANtING USf#BWOQD SCRfW$pF CONCRE7E(MASONRY,STEEL STUp,AND 2X FRAMING AS A W d C,�'.'3 S <br /> SUFFKIENT I.ENGTN T6 AClfiEVE S IJI lNCN MINtMUM EMBEDMENT �AIN WitJp FORCE RESISTING SYSTEM CAPABIE Of �µ 6 « a <br /> INTO WOOD SUBSTRATE. WttHSTANpIN6 AND 7RANSFERRfNG AVPLIE6 CRODUCT i- <br /> 40ADST0 TNE FOUNDA710N IS THE RESVONSIBILIN OF <br /> 6. FOR INSTAllA710N 7HROUGH]X BUCK Tp CONCRETE(MASONRY,OR THE EN6INEER OR ARCNITER OF RECORD FOR THE � " <br /> � <br /> PROIECT pF INSTAtlA71ON_ � N <br /> OtRECTtY INTO{ONCNESfjMA50NRY,USE 3/I6 tNtN tNAMFTEft tTW <br /> e TAPCON OF SUfFIC�ENT LENGTH T4ACHIEVE 1 I/O INCH MINIMUM 3 1X AND 2X BUCKS iWMEN USED)SNALL BE DES16NE0 ANO <br /> � EMBEDMENT qNCHOREp TO iROPERLV TRANSKER ALl LOADS TO THE � J <br /> = " STRUCTURE.BUCK DE$IGN AND INSTA�UITION IS THE <br /> 7 FQR INSTAUATIQN THRQUGtt$TEElSTUD USE X&SELF-TAFPIN6 ��tt�� <br /> 8 RESROMSIBItiTY OF THE EtKaINEER OR ARCNITECT O� <br /> SCftEWS 6F SUFNCSENT LENGTH 70 ACWEVE 3 T'MREAOS M(NIMUM �!� <br /> - RECORD F4R THE ORO1ECi OF iNS'CAttATiON. TABLE OF CONTENTS 7 W <br /> _ PENETRATION flEVOND STEEL$TRVCTVRE. ` <br /> 4. THE INSTALLATION pETAIIS DESCRI9ED HEREIN ARE SHEET REVLSION SHEET p�SCRIPTLpN <br /> 8. MINIMUMEMBEDMENTANDEdGEOISTANCEEXCWDEWALL G£NERtGANDMAYNOTREFIECTACTUAIWNDiTIQNSFQR O � � <br /> FINISHES,tNCLUDtNG BUT NQT t,iM}TEQTq STUCtQ,fpAM,BRICK A 5?ECtFIC SiTE.4F StTE tONtNTtONS UUSE iNSTAttATiON H Z <br /> YENEER,AND SIDWCs. 10 DEVIATE FROM?HE AEQUIREMENT$DETAII,ED HEREfN, i A II357ALCATION 6 CaENERAL NOTES r� � `V <br /> v� <br /> A UCENSED ENGINEER 6R ANCHITECT SHAII PREPARE SITE 2 A ELEVATIONS d ANCHOR LAYOUTS F..{ o. � <br /> 9. INSTAL4ATION ANCMORS AND ASSOCIATEp HARDWARE MUST BE SVECIFIC DpCUMENTS FON USE WITN THIS pOCUMENT. ~�y O <br /> MADE OF CQRRQStON RESISTANT MA7ERSAt OR HAVE A CQRRQSION 3 A ELEYA7ZQN5 d ANCHQR tAY0UT5 � V <br /> Rf515TANT COATING N d <br /> 5. APPROVEp tMVAR PRqTER1YE SVSTEM lS REQtNftED ON 4 � W 0 <br /> THIS PRppUCT IN ARF,AS REQUIRIN6IMPACf pE515TANCE. VERTICA(.SECTIONS � p N <br /> 10. FOR HpI,4QW BLOGK ANO GRpU7 FILLED BLOCK,DO NpT INSTALL 5 A NORIZON7AL SELTLONS 6 6L/IZ[N6 DETAL V <br /> INSTAUATION ANCMORS INTO MORTAR JOINTS.EDGE DISTANCE lS 6.WINDOW fRAME MATERlAt.WH17E OR BEtGE YINYI m <br /> � <br /> U ROM E EDGE OF B�OCK OR EOGE QF MQRTAR HNN7 b A C4A4PONENTS d BXtI�MATERZALS <br /> tNTO FAC£Sif£tl pF BLOCR. 7 61A5i MEE7S THE REQUIREMENTS OF ASTM E 1300-0C <br /> � GIASS CHARTS.SEE SHEET 5 FOR GLAZING PE7All. <br /> Il. INSTAUATION ANCHORS SHAI,L BE INSTAl.LEp IN ACCORpANCE WITH < <br /> R ANCt+OR MANUfACTURER'S INSTAUAT16N INSTRUCTICJNS,ANO � <br /> AN{�RS$NALt NOT BE USED IN SUBSIRATE$W3'TN$TRENGTHS lESS <br /> R THAN TN€MINIMUM STRENGTH SPEtlP1Ep BY THE ANpiOR t5E5ZbN iRESSURE RA7IW6 � £ <br /> Q MANUFACTURER. SZZE pE5I6NPRE55URE I55ILEIMPAGTRATI o��4 <br /> � 12. tNSFAt1ATiQN ANCHOR CAPACFTiES WR YROOUCTS ttEREiN ARE ��� <br /> BASED pN SUBSTttATE MATERIAIS W17N 7HE FOLLOWiNG 7R6DERTiES: A4.50"X 79,50' .25.0/-25D PSF �e��� <br /> � <br /> p A. WWD-MINIMUMSPECIFICGRAVITVOF0.42. ��d�� <br /> � B. CONCRETE-MINIMUM COMFRESSIVE STRENGTH OF 2700 PSI. <br /> C MASQNRY-STREN6TH CONfORMaNCE TO ASSM G40,GRADE J'0.75"X 95.50` .25.0/•25.0 PSF <br /> � M,7YQE 2{OR GREATER}. NpT WtTEp g <br /> Q D. STEEI-MINIMUM VIEIp STNENGTH OF 33 K51.MINIMUM WAII 70.75'X 79.50" •35.0/-85.0 PSF ' d <br /> R 7HICKNE55 Of 33 MIIS.(20 GUAGE) p � <br /> ' 72'X 82' •35.0/-35.0 PSF f-M z N y t� �H <br /> x o� 3� =S �z <br /> � � U <br /> ALEX SPYROU DWG#� <br /> � Zo�z.a�.z2 �a:2�:42-osroo! SNATRQ23 <br /> � . <br /> 1 a� 6 <br />