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HomeMy WebLinkAboutA09.22 - ENVELOPE DETAILS1; 11 HEAD DETAIL AT EXTERIOR WALL SCALE: 3.' = 1. 0.' 1 ��35�8• z,�z. z. SECTION DETAIL - TYP SOLDIER COURSE SCALE: 3" =1. 0.' ;� '� ' Y' BEVOND i i ... 35/8" 2 V2•' 1•' i i i i 22j � �._ I' � I'� 1 � I � I � � _ _ r^ __ �. �. �... � �' � �. I r I.. .... � � '.I �. �. . . � II � �.... L _. __ � II �_ +' � � O SILL DTL. @ EXT.HM FRAME SCALE: 3" =1' 0•' 1' ....� 35/8" 21/2•' 1•' Y � T � - 55'. 29'. 23'. 27 08". VY' Ss, a 57 T" ' 43' 41'. N\ �,a 58) � 25::oEvoHo = � 56:'�aEvoHo � _ 47 _.. i � ry EL14'_0., • — � \ U 45' � 49'. F SECTION DETAIL - CLERSTORY HEAD g SCALE: 3" =1' 0•' 41i 671 27 i 26i ��4, 1251 �1 � —:261 � EL 14 0� QQI 8 7 WINDOW HEAD DETAIL AT EXTERIOR WAL� SECTION DETAIL - SOLDIER BAND @ FLEMISH SECTION DETAIL - ENTRY WINDOW HEAD SCALE: 3" = 1'-0' SCALE: 3.' = 1. 0.' SCALE: 3.' = 1. 0.' .I�►��►�- � BANK OF AMERICA & MERRILL LYNCH 10800 N. MICHIGAN RD. ZIONSVILLE, IN 46077 SERIAL NUM./MANH. ID: DESIGNATION: NRSP VERSION: 2.0 BULLETIN: 07-2018 G�r�sl�r 11EMadison Te13124560123 Sui�e300 Fax 312A56.0124 CMragq IL 60602 Uni�etl States Jones Lang LaSalle T: 612271.8218 Attn: Patrick Hassett `�.. Dale Descriplion 3 0426.19 ISSUEFORCO 4 05.1619 ISSUEFOROESIGNRELEASE 5 06.0519 ISSUE FOR COE W COMMENTS 6 08.02.19 ISSUE FOR PERMIT Seal I Sigreture 5y/8y' I I .- SEE DETAILS 6" 5I8" 2 VY' � ,� �� 3 5/8" � b b � 741 i73i i 6z' ��1ifi 5 � ' � � SHEET NOTES 01 FACE BRICK, SEE ELEVATIONS FOR PATTERN 02 ADJUSTABLE W IRE TIE 03 MORTAR NET 07 WEATHER BARRIER, SEE SPECS 08 W EEP BLOCK, SEE SPECS 09 5/8" GLA55 FBER REINFORCED GVPSUM SHEATHING 10 MINERAL WOOL INSULATION TO FILL CAVITV 11 EXTRUDED POLVSTRENE BOARD INSULATON 15 COMPRESSIBLE FILLER WITH SEALANT 19 ALL BRICK JOINTS TO BE CONCAVE UNLE55 NOTED OTHERW ISE 22 STRUCTUR4LSTEELFR4MING,SEE STRUCTURALDRAWINGS 23 SPR4YPOLYURETHANEINSULATION 24 COLD FORMED METAL FR4MING 25 SOLDIER COURSE, SEE ELEVATIONS 26 HEAD COURSE, SOLID UNITS, SEE ELEVATION 27 R4KE MORTAR BED AND APPLY W EATEHR SEALANTABOVEROWLOCKCOURSE,TYP 28 FWIDORFLEXCOUNTERFLASHINGOVER STEEL FLASHING PER MANUFACNRER'S REQUIRMENTS 29 TERM BAR W ITH SEALANT 30 WEATHERSEALANTANDBACKEROD 40 IMERIOR SHEATHING, INSTALLED TO ABOVE CEILING HEIGHT AND BELOW DEFLECTION JOINT 41 VERTICAL DEFLECTION JOINT, 2X THE ANTICIPATED STRUCTUR4L DEFLECTION. FLASH EXTERIOR WEATEHR BARRIER PER MP,NUFACTURER'S RECOMENDATIONS 43 STAINLESS STEEL FLASHING WITH DRIP EDGE 45 AWMINUMWINDOWSVSTEM,SEE ELEVATIONS AND SPECIFICATIONS 46 INSULATED GLAZING UMT 47 STRUCTUR4L COLD FORM METAL BOX HEADER 49 INSULATED OPAQUE SPANDREL GLAZING UNIT 50 INTERIOR ROLLER SHADE W ITH SUPPORT ISOLATED FROM WINDOW SYSTEM. SEE RCP FOR LOCATONS AND TVPES. HOUSING TO EXTEND END-TO-END OF WINDOW OPENING W ITH FILLER PANELS AS NECESSARY. 51 INTERIOR DRYWALL JAMB, BEYOND 52 SCHEDULED CEILING, SEE RCP 53 PAINTED MDF TRIM, FINISH: BLACK 54 DECORATIVE BREAK-METAL PANEL TO MATCH W INDOW FR4MING 55 PILASTER FACE BRICK PROUD OF W INDOW BAV,BEVOND 56 LIP BRICK HEADER 57 GALVANIZED STEEL LWTEL ASSEMBLV, SEE STRUCNR4L 58 0.125"THICKPRE-FINISHEDBREAK-METAL PANEL CLADDING W ITH CONCEALED FASENTERS ON ZEE FURING AS NECESSARV, SEE ELEVATIONS 59 COSMETIC W EATEHR SEAL AND BACKER ROD 61 INSULATED DOOR PANEL, SEE DOOR SCHEDULE 62 HOLLOW METAL DOOR FR4ME 63 STAWLESSSTEELSILLFLASHINGSETWFULL BED OF MASTIC 64 17' LONG #4 REPAR @ 8" O.C. EPDXIED INTO BUILDING SLAB AND GREASED ON OPPOSITE END TO PERMIT HORIZONTAL DIFFERENTIAL MOVEMENT AT SIDEW ALK 65 SCHEDULEDTHRESHOLD 66 SWEEPASSPEqFlED 67 MASONRVANCHORSTOPERMITVERTICAL MOVEMENT AT ALL COURSES ABOVE CFMF DEFLECTION JOINT 73 FLEMISH BOND PATTERN W ITH ALL ROW LOCK FACES PROJECTED 1/2" OUTWARD 74 MP,SONRYFACE,BEYOND ��,m (23t—t�i Praject Name ZIONSVILLE Praject Numher 21.0352.000 Descriptian ENVELOPE DETAILS sc�ie 3" =1'-0" RELEASED FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions of Sla�e antl Local Codes City of Carmel �� `��¢m�' lamn�Ml1 � onrE: 12/31/19 SECTION DETAIL - TYP WALL ASSEMBLY 4 SAECTION DETAIL @ TRANSOM 3 SAECTION DETAIL - SOLDIER @ FLEMISH BOND2 SAECTION DETAIL @ HIGH TRANSOM � SCALE: 3' =1'-0' A09.22 � zoi s ce�sie� I13/4"y 5" / 2" y I lU � �,��. ,. . ,--�y