Laserfiche WebLink
8"- CSJ 14 <br />METAL STU <br />16" OC <br />ROOF <br />1 "X6" STEEL KNUCKLE <br />Y4" J BOLT WELDED TO GATE <br />4"X4"X%4' STEEL ANGLE FRAME. <br />METAL ROOF DECKING <br />2"x6"><l PLATE WELDED TO <br />STEEL KNUCKLE AND <br />GALVANIZED POST <br />Ill GALVANIZED POST, FILL - <br />WITH CONCRETE. <br />STONE VENEER <br />8" CMU C? <br />ED ET,L)�AT <br />SCALE: 1 1/2 -1 -0 <br />'STER <br />'IRE STORAGE <br />180 GAL. DRUM <br />FOR USED OIL <br />FILTERS <br />U 8" CMU PAINTED STONE VENEER <br />N <br />TO MATCH <br />EIFS-1 <br />> 7 <br />A D-NI'l— <br />• i i �- BOLLARD <br />METAL ROOF <br />3'3" DECKING PAINTED <br />TO MATCH <br />YAW 101-01• 3'-10" EIFS-1 <br />PLAN <br />PLAN 6" DIA. STEEL DIAGONAL Y2" HARDI PANEL <br />BRACING <br />GATE POST PAINTED TO MATCH <br />7'-4" <br />T.O.M. <br />EIFS1 <br />STW-1 METAL ROOF DECKING <br />PAINTED TO MATCH <br />ST-1 <br />BOLLARD- SEE DTL 8/A-4 <br />ELEVATION CANE BOT. BOLTS <br />16" LG. x 3/4" DIA. <br />ENCLSC <br />OSURE DETAILS <br />BOND BEAM - SEE <br />STRUCTURAL <br />8'-8" B.O.M. <br />DRIP EDGE. SEE <br />EIFS SCORE JOINT <br />FOR DTL <br />EIFS SYSTEM <br />2x4 FRAMING 16" <br />O.C. <br />$" SHEATHING <br />TYVEK <br />COMMERCIAL <br />WRAP <br />4" SEALANT AND <br />BACKER ROD - <br />STONE <br />WATERTABLE - <br />STONE VENEER <br />FINISHED GRADE, SLOPE <br />TO PROVIDE POSITIVE <br />DRAINAGE <br />(3) HEAVY DUTY 180 <br />DEGREE HINGES <br />�1 <br />— Y2" HARDY -PANEL AC-1 <br />PAINTED TO MATCH <br />1/4" SLOPE MIN. <br />CONCRETE SLAB, SEE <br />STRUCTURAL <br />CONCRETE FOOTING, <br />SEE STRUCTURAL <br />WALL SECTION <br />STONE VENEER SCALE:3/8"=1'-0" <br />20 MIL. PVC TURN DOWN <br />MIN. 2" FRONT AND BACK, <br />U <br />a <br />EIFS-1 <br />NOTE: - <br />NAIL INPPLACE, SEAL END <br />METALS W/ BITUIVHNOUS <br />JOINTS <br />°Ft � <br />m <br />o <br />COATING TO PREVENT <br />J W = <br />CORROSION. <br />CONTINUOUS LOCK CLEAT NAIL <br />m <br />6 <br />THRU TOP OR FACE @ 8'-0" WITH <br />' <br />A-6 <br />METAL COPING W!1" <br />RING SHANK FAILS. PROVIICE 1 <br />STANDING SEAM END <br />JOINTS <br />Y2" PENETRATION. LOCK CLEAT <br />BOLLARD <br />TO BE 2 GUAGES HEAVIER THAN <br />3�� <br />9" <br />2x PT/FRT WOOD <br />METAL COPING <br />METAL ROOF DECI <br />BLOCKING, <br />s" 10'-0" <br />PAINTED TO MATCI <br />s" EIFS, <br />BOLT TO STRUCTURE <br />7'-4" T O.M. <br />VERIFY REQUIRED <br />PLAN OPENING WITH UTILITY CO. <br />n 4�-O�� O `.. <br />V <br />h <br />PREFORMED ALUM. COPING <br />BOND BEAM- SEE <br />8" CMU <br />6" DIA. STEEL DIAGONAL <br />AC - <br />STRUCTURAL <br />,, GATEPOST BRACING <br />�`� <br />2" THICK EIFS SYSTEM <br />Ell <br />EIFS-1 <br />PAINT INSIDE OF <br />4" WIDE SEALANT <br />STW1 <br />METAL ROOF DECIING <br />PAINTED TO MATCH <br />EIFS' <br />ENCLOSURE TO <br />low <br />STONE WATERTABLE <br />MATCH <br />— <br />BOLLARD- SEE DETAIL 8 <br />Aa <br />EIFS-1 <br />STONE VENEER <br />ELEVATION 3C4NDEIBAOT. BOLTS I6"LG. x <br />3'-4" TOP OF <br />SEE STRUCTURAL <br />DWGS FOR <br />WATE RTAB LE <br />REINFORCEMENT <br />FINISHED GRADE, <br />= SLOPE TO PROVIDE <br />POSITIVE DRAINAGE <br />9'-4" T.O.M. <br />CONCRETE SLAB, SEE <br />STRUCTURAL <br />J ( Oc V �'o(_;`.', <br />J <br />a���G',� <br />a-- - - ------ <br />-_ <br />- I I <br />d . • x. — <br />4 I -CONCRETE FOOTING, <br />- -- SEE STRUCTURAL <br />2 WALL SECTION -VIEW WINDOW <br />SCALE.3/4 -1 -0 <br />6 WALL SECTION <br />SCALE:3/8"=1'-0" <br />DECKING TO MATCH <br />AC-1 <br />ING W/ CONTINUOUS <br />SEALANT <br />AC-1 <br />RDY-PANEL PAINTED <br />TO MATCH <br />AC-1 <br />GA. CEE METAL STUD <br />kL STUD HEADER <br />6HING W/ CONTINUOUS <br />.ANT <br />AND EIFS BEYOND <br />DETAI L <br />5 SCALE:3/8"=1'-0" <br />EIFS SYSTEM <br />4' WIDE SEALANT AND <br />BACKER ROD <br />STONE WATERTABLE <br />METAL BRACKET AND <br />FLASPiiM -SEE <br />MFR S SPECS. <br />STONE VENEER <br />3 WATERY ��ED�TA�I_LSCALE:1 1 /2"= <br />ROOF DECKING AC-1 <br />TO MATCH <br />FLASHING W/ <br />CONTINUOUS SEALANT <br />Y2' HARDY -PANEL <br />PAINTED AC-1 <br />C 714" T.O.I. TO MATCH <br />Allk <br />2" THICK EIFS EIFS- <br />SYSTEM <br />STW-1 <br />ST-1 <br />3EE STRUCTURAL FOR <br />REINFORCEMENT <br />FINISHED GRADE <br />MEMBRANE ROOFING <br />OVER RIGID INSULATION <br />STEEL. DECK AND BAR <br />JOISTS, SEE <br />STRUCTURAL <br />SUSPEND WITH — <br />ISOLATION MOUNTS <br />2" <br />9 DE AID <br />SCALE: 8"=1'-0" <br />WATER HEATER BEY <br />- SEE PLUMBING <br />AK <br />AIR HANDLING UNIT <br />- SEE MEClie <br />HANICAL 1 �_g8^ <br />3'-0"x3'-0" <br />ACCESS PANEL <br />PAINTED TO MATCH <br />ADJACENT WALL <br />r— <br />IIo <br />86" N BLOCKING <br />7'-0" B.O.LIGHT <br />PROVIDE BLOCKING FOR TV OF COUNTER <br />(FOR MIN. 175 Ibs. TV) <br />68" TV BLOCKING <br />35" WATERLINE -SEE PLUMBING I� l 2-10" COUNTER HEIGHT <br />tOOF DECKING TO MATCH <br />Ac-1 <br />"— ING W/ CONTINUOS <br />SEALANT <br />AC-1 <br />ZDY-PANEL PAINTED <br />TO MATCH <br />AC-1 <br />A. CEE METAL STUD <br />'J i <br />ING W/ CONTINUOUS <br />SIT TO MATCH AC-1 <br />METER THREADED <br />WITH SIMPSON SET <br />'-TIE ANCHORAGE. <br />7DED 5, AT 2'-0" O.C. <br />NG. <br />YSTEM EIFS-1 <br />ROOF DECKING 1 <br />AC-1 <br />FLASHING W/ COI <br />SEALANT <br />AC-1 <br />72" HARDY -PANEL <br />TO MATCH <br />AC-1 <br />6" 16 GA. CEE ME <br />FLASHING W/ COS <br />AC-1 I SEALANT 1 <br />DIAMETER T <br />RODS WITH SIMI <br />EPDXY -TIE ANt <br />EMBEDDED 5", Al <br />EIFS-1 EIF <br />oD+/E+ DETAIL <br />SCALE:3/8"=1'-0" <br />D ACT FROM STIR <br />PROVIDE UNISTR <br />:TS AS REQUIRED <br />METALSTUD SUPPORT <br />SEE STRUCTURAL <br />KICKER - SEE <br />STRUCTURAL <br />METAL STUDS WITH 5/8" <br />GYPBD. SOFFIT, PAINTED <br />MTL. STUD WALL W/ 5/8" <br />GYP. BD. ON BOTH SIDES - <br />SEE STRUCTURAL FOR <br />SUPPORT OF WINDOW — <br />1' <br />VARIES <br />VARIES <br />3%" METAL STUD <br />WALL WITH %" GYP. <br />w w <br />BD. BOTH SIDES. <br />CO <br />13. <br />x-w <br />WY= <br />fY <br />J (n <br />J � — <br />Q > � <br />>LL <br />aoQ <br />14'-8" <br />T.O. FOCAL WALL <br />CURVED FOCAL WALL <br />3/4" PLYWOOD ON 3 8" <br />METAL STUDS <br />CONTINUOS J-MOLD <br />0 <br />VARIES <br />-10'-0" B.O. SOFFIT <br />— PAINT FACE AND <br />UNDERSIDE OF SOFFIT <br />CONCRETE SIB, SEE CONCRETE SLAB, SEE <br />STRUCTURAL STRUCTURAL <br />a a d .. <br />!a . <br />.. da a... <br />d: s <br />a a^ <br />a <br />de ea ed. .a d <br />a J` G�OO,5 OCo .nef <br />1 O �� 0:,(� G` GO ,�O, O ��o( no,1O OG-7 -0.G�J11]O <br />, <br />�ALL <br />SECT'O EW WINDOW <br />.E:3/4"=1'-" <br />8-STRAIGHT PROTOTYPE - REVISION 16 - 06-18-08 <br />N <br />= M E <br />F- J Z O81 <br />O L) ��00� <br />+U 5M; <br />w O <br />�I—<CO�MM N <br />Q = w Z to Ln <br />U w <br />ce <br />ISSUE DATE <br />12-1-08 <br />REV DATE <br />This drawing and the design shown is the <br />property of the architect. The reproduction, <br />copying or use of this drawing <br />s s a In without their <br />PY 9 9 <br />written consent is prohibited and any <br />infringement will g be subject to legal action. <br />WALL SECTIONS <br />A=6 <br />F Tr -Fr I - - <br />