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14-15842
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2014
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14-15842
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Last modified
11/9/2015 10:02:44 AM
Creation date
11/9/2015 10:02:38 AM
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Building Department
Company Name
GRAND HORIZONS
Building Department - Doc Type
Permit
Permit #
14-15842
Building Department - Name
HOLMES,JAMES & BARBARA
Address
37325 GILL AVE LOT 171
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�• <br /> ",r <br /> R , <br /> Q <br /> � <br /> . t � <br /> � <br /> i ELIXER INDUS'I'RIES � a <br /> I .1V�t�DE� 4t?Z-14.NON-Z�:�PA�"fi ULTT'�S`��f1YG o <br /> , <br /> i �Z11�7E'L 1��?I�INA�'El� �S'.T'.E�� DC?�1�' ¢ � <br /> INSTALLA,TION�ANCHQRAGE=DRAWING � <br /> _ <br /> G <br /> . � � <br /> G�HERAt.N07ES: INBTALLATION NOTE$: <br /> , N � <br /> t.TNE PRODUCT ANCHpRAGE SHOWN HEREIN IS DESIGNED 5.IN AREAS WHERE WINDBORNE DE8RI3 PROTECTION 1.QNE{tj INSTRUATtQN RNGHORlS REQUIRED AT ERGM 5.MINtMi1M EAtBEDb1ENTAND EDGE DIS7ANCE EXCLt1pE '- uQi <br /> T4 COMPI.Y WitH THE 20i8 FlOR16A BUItDINO CODE REQU�REMENTS EXIST,USE OF AN IMPACT PROTECTNE ANCHOR LQCATION. WALL FINISHES,INCLUDINQ BUT NQT UMfTEDTO � � O <br /> (FBC)EXCLUDINOHIGHYELOClTYHURRICANEZONEAND SYSTEMCOMPlYiN6WiTHTHEFSCREQUIREMENTSFOR STUCCO,FOAM,BRICKVENEERANDSIDING. � Z N�J � <br /> THE DESIGN PRESSURE(S)STATED HEREIN. WINDBORNE�EBRIS R£GIONS IS MANDATORY FQR THE 2.TFiE INSTALIAT(ON ANCHi?RS AT IHE SPAGNGS SHONM <br /> PRODUCT HEREIN. ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM B.INSTALLATlON ANCHORS SHALI BE INSTALLEp tN W 3 � p w <br /> ta.THE PRODUCT�ETAILS CONTAlNED NEREIN ARE BASED SPACINGS TO 8E USED FOR PRODUCT iNSTALLATIpN. ACCQRDANCE WITH ANCNOR MANUFACTURER'S ~�y � ?Q a � � <br /> UPON SIGNED AN�9EAI.ED 7E3T REPOR7 DALLAS 6.FRAME MATERWL:ALUMINUM ALLQY 8483T6 tNSTALCATiON iNSTRUCiiONS AND ANCHORS SHALL W � <br /> tABORATORiES,INC.#4d278 ANO AS3pCIATED DqOR PANEL MATERUU.;.09 MILVINYL LAMINAiED 3.SHIM AS REQUIRFA AT EACH INSTAUATION ANCHOR NOT BE USEp IN SUBSTRATES WITFI STREN6THS LESS <br /> LA90RATORY STAMPED DRAWiNCu. 4ALVANIZED 37EEL015'SKIN W/URETtUWE 60AM CORE. tMSH lOAD 6EARING SH�M(5).MAXIMUM ALLOWABLE THAN THE MINIMUM STRENGTH SPECIFIED IN THE � W��'�7 V� _ <br /> SHIM SLZE QF il41NCH.SHIM WHERE SPACE OF it161NCH 'ANGNOR SCHED�LE'TFitS SHEET. � �s a� � � � <br /> 2.ADEQUACYOFTHE FJOSTINii S7RUCTURAL 2X FRAMING 7.GIASS MEETS THE REQUIREMENTS OFA57M OR QREATER OCCUR9.SHIM(S)SHALL 8E GONSTRUC'fED q� � g Z <br /> OR STEEL FRAMING AS R MRlN WiND FORCE REStSTlNG Et306-0de(Dt)GLASS CHARTS. OF HION DENSITY pLASTIC OR BE7TER 7.IN3TALLATION ANCHORS AND ASSOCI�IIED_HABClWARE- �-W-t� � �� — <br /> SYSTEM CAPABL6 OF WITHSTANDING AND MUSi`BE'MADFOF-C'bRRBSiON RESISTANT MATERiAL p,O Z �g � <br /> TRANSFERRIN6 APPLIED PRaDUCT LOA9S TO THE B.DESIGNATIONS�$TBNO.F.OR.THE-FOLLOWING. �"4:FNCflORS pOFt IN57ALLATION INTO WOQD FRAMlNG OR OR HAVE A CQRROSt4N RESfSSANS COATING. � O� O� <br /> FOUNR�I1.QrL15SHERESP.QNSiBtLt}Y9FTkEENGii�1=ER---"-7�p?ERRBIE pANEL 14GA.M�N�MUM STEEL FRAMING SHALL 9E AS SH01AM IN �"'� a' ZS` ��� <br /> ORARCHITECTOFRECORD. O:F!%EDPANEI 'ANCHORSCHEQULE"tHiSSHEET. �y oo� �'- �� <br /> 3.7X ANA 2X 9UGKS(WNEN USED)SkRll BE OESI6NED APtD 4.HARDWARE: w .��+C9 N� �� <br /> ANCHOREDTOPROPER4YTWW3FERALLI.OADSTOTHE A HALFHlNGES:(4j8083-TBEXTRUDEDAi.UMiNUM W 0 �� ���� <br /> STRUGTt1RE 6UCK DESIGN ANp INSTALLAT10N IS THE B. LATCM LOCK:KEYED � p 2 � <br /> RESPdNS183LITY OF THE EN6tNEER OR ARCMRECT 6F C. DEAO BOLT:SINGLE CYLtNDER F-1 W 5 ����� <br /> RECORD. a p � � <br /> 10.3EE SHEE?1 FOR DESION PRESSURH CHART. W � <br /> 4.TH6INSTALtATlON OESAItS DESCRIBED NEREIN ARE � � � 3 <br /> GENERIC AND MAY N0T REFLECT ACTUAL C�NDRIONS ggg <br /> FORA SPECIF1C SITE.IF SRE CpNDITIONS CAUSE � g �� � <br /> lNSTRIiRitON 74 DEViASE FR4M TttE REQUIREMENTS g <br /> DETAI4ED HEftEIN,A IICENSE�ENGINEER OR ARCHRECT <br /> SHAtI PREPARE SITE SPECIFIC DOCUMENTS FOR USE <br /> WiTH THlS DOCUMEf1T. <br /> pNCHOR SCH�ULE <br /> DESlGN PRESStlRE RATIN6(PSF) tMpACT HATING MANUFAC7UR�Z m� <br /> D40RFRAME HYSB�MENT ANCHORCAPAq1fES <br /> SttBSTRATE TYPE SiZE ANWOR ���tn qSTANCE BASFDON <br /> WHERE WATER INFlLTRAT�ON WHERE WATER tNFILTRATION T�� SPEqRCA710N (II����� <br /> REQUIREMENT IS NEEpED REQUtREM£NT IS N8T NEEOED NONE <br /> « +ao.o!-ao.o SHEET N6N.3 <br /> "UNITMUSTBEINSTALLED8ENF11tHANRpPROVEQ4VERMAN� TU���� FIN(Z-BAR) PANHEAD HQ.& ��818.6.4 p�TlF-N�SIDE 3t8" �N.33KSIYlELD RobartJ.Atsrotuso,P.E. <br /> (TAPPING SCREW) STRNEC,TH FL P.E.No.49T52 <br /> MIN. SURFACE 4F ......._. ._„...__ <br /> TABLE OF CONTENT '�HICKNESS pNS1618.6.1 SUBSTRATE ;~ ```,�5.����y��,,`, -� <br /> (VNOOD SCREVI� WOOD 4NTH AMINIMUM • �'"�0�'�1+��'ENefi•0�,�4 <br /> SHEEf DESCRIPTION 2XWOOD ( �Q'4.'� No �Q�,� �o:, <br /> FRAIWNG FiN(Z BARj PAN HEAD NQ.B OR 7" 12" SPECIFIC GRAVITY OF <br /> 1 GENERRL AND INSTALLATION NQTES ASME 818.6.4 0.42. I � ; �;*� <br /> 2 El.EVATlON, ANGH4RING tAYOUT {TAPPtNGSCREWj :` S=,A,�Z o IL;�, <br /> NOTES`: 4 <br /> 3 VERTICAk. CROSS SECTiONS AND GtAZING DEiA�L ������TAFF�SCf2EAi51FSPLnTtNGISACONt�it�l,d2LL0.062'P{LOTFI6LE{DFiN.S¢E45y. • '� 1�'� RiQ�^"`�`�'�� <br /> .F-•.,o <br /> 4 HORIZONTAL CROSS 5EC170NS z>�GEOSra�nUnsu��Fl�ornen�te�s��nNCrtorz�romc�oFSUSStrrn.'ta } �`'nsfanini-�Nv��* <br /> •�erir�n��+�•M <br />
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