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(2) LAYERS OF 3/4" EXTERIOR GRADE <br />PLYWOOD SHEATHING - SEE STRUCTURAL <br />SINGLE PLY ROOFING <br />STANDING SEAM ALUM. <br />5/61, EXTERIOR GRADE <br />MEMBRANE <br />ROOFING <br />PLYWOOD SHEATHING <br />SINGLE FLY ROOFING <br />SEALANT PER ROOFING MANUFACTURE <br />MEMBRANE <br />ALUMINUM EDGE FLASHING SET IN ADHESIVE <br />3 1/2 MIN. 1605OARD <br />INSULATION <br />i4ME <br />P.T 2x8 TOP PLATE- SEE <br />STRUCTURAL DRAWINGS <br />(2) LAYERS OF 3/4" EXTERIOR <br />GRADE PLYWOOD SHEATHING <br />2x4 WOOD FASCIA - SEE <br />- SEE STRUCTURAL <br />X, <br />STRUCTURAL DRAWINGS <br />LF-DRIL I SCREW <br />•ALUMINUM <br />COPING <br />SET IN ADHESIVE <br />ALUMINUM COF�NG <br />2xI2 WOOD FASCIA -SEE <br />xl:— <br />C14 <br />1/2# x 8"L EXPANSION <br />SET IN ADHESIVE <br />..... ....... ------------- <br />STRUCTURAL DRAWINGS <br />ANCHOR, AT 48" O.C. - <br />P.T 2x8 TOP PLATE- SEE <br />SEE <br />� <br />SEE STRUCTURAL <br />STRUCTURAL DRAWINGS <br />W W-5 <br />J I I I <br />............. . .............................. <br />. . . ..... ... <br />i I I i I I I 1 1 1 1 1 1 <br />............... ........... <br />METAL ROOF DECK <br />ALUMINUM FASCIA <br />T= <br />It <br />DRAWINGS <br />6" K.O. BLOCK WALL - SEE <br />X:%, <br />. . . . . . . <br />SHIM AS REQUIRED <br />SEE STRUCTURAL <br />DRAWINGS <br />--------- - -- <br />WRAP SET IN <br />ADHESIVE <br />a" <O. BLOCK WALL -SEE <br />STS <br />STRUCTURAL DRAWINGS <br />x <br />-------- --- <br />STRUCTURAL DRAWINGS <br />................ <br />x V. <br />TEK SCREWS AT STUD <br />STEEL PERIMETER ANGLE <br />... ............. <br />PERIMETER ANGLE SEE <br />5/8" SMOOTH SAND <br />i <br />CONNECTIONS SEE <br />SEE STRUCTURAL DRAWINGS <br />-------------- <br />, I <br />STRUCTURAL DRAWINGS <br />44-4 STUCCO <br />FLOAT FINIS <br />ROOFING <br />SINGLE PLY ROOF <br />MEMBRANE <br />STRUCTURAL DRAWINGS. <br />Z_ <br />5ACKER ROD AND <br />NINE. <br />SEALANT <br />8" CMU BLOCK WALL <br />6" K.O. BLOCK WALL - SEE <br />...... ..... <br />SEE STRUCTURAL <br />Lei <br />1/8" SMOOTH $AND FLOAT <br />STRUCTURAL DRAWINGS <br />---------- -- ---------- - <br />m <br />METAL STUD FRAMIWG - <br />DRAWINGS <br />............. <br />FINISH STUCCO OVER PAPER <br />. ............. <br />SEE STRUCTURAL <br />< <br />< <br />-RY RIGLET TERMINATION MAR <br />0 <br />BACKED METAL LATH OVER <br />. . <br />- <br />DRAWINGS <br />BAR HEIGHT TO BE 8" <br />X <br />ENERSWEILD-HP VAPOR <br />- --------- <br />< <br />MINIMUM ABOVE CANT STRIP <br />b <br />x <br />X <br />BARRIER ON 1/2" USG <br />GLASS -MAT SHEATHING. <br />------------ <br />SINGLE PLY ROOFING <br />8" CMU BLOCK WALL - <br />COORDINATE WITH <br />-- ------- ------ <br />< <br />MEMBRANE - EXTEND ON <br />SEE STRUCTURALSTRUCTURAL <br />DRAWINGS <br />-------------- <br />i/8 SMOOTH SAND FLOAT <br />< <br />PARAPET UP AND UNDER <br />DRAWINGS <br />- - ---- --- --------- <br />6 <br />< <br />FINISH STUCCO OVER HIGH <br />REGLET <br />-------- -------- ----- <br />R15 METAL LATH <br />1/811 SMOOTH SAND FLOAT <br />\V_ 6" METAL STUD FRAMING <br />FINISH STUCCO OVER HIC-04 <br />< <br />AT Irb" O.C. - SEE <br />STRUCTURAL DRAWINGS <br />RIB METAL LATH <br />--------- - ----- <br />---------- - -- <br />.............. ------ <br />0 <br />DETAIL <br />E.I.F.S. PROFILE - SEE <br />----- - -- ---- DETAIL C/A5g AND <br />. . ...... .............. <br />d <br />E.IFZ. PROFILE -SEE <br />SCALE: 1-1/2" - I'-011 <br />--------- -------------- EXTERIOR ELEVATIONS <br />< ............. <br />DETAIL A/A5!a AND <br />C14 <br />EXTERIOR ELEVATIONS <br />SINGLE PLY ROOFING MEMBRANE - EXTEND <br />------------- <br />ON PARAPET UP AND UNDER REGLET <br />8" CMU BLOCK WALL - <br />... ....... <br />1/2" EXTERIOR GRADE PLYWOOD <br />SHEATHING WITH SHIM - TYPICAL <br />DETAIL <br />< <br />< <br />SCALD: 1-1/222" I'-Otl <br />SEE STRUCTURAL <br />DRAWINGS <br />............. . ........... . . . . . <br />---- - ------ <br />< ............ <br />�1, g <br />R <br />ROOFING MEMBRANE <br />SINGLE PLY ROOF <br />EDGE or- STUCCO <br />-------------- ....... . .... <br />x <br />.......... <br />x X <br />............. <br />< <br />/1E <br />PIER, BEYOND <br />I <br />•Ix <br />------------- <br />....... <br />---------- - <br />- -------- - <br />-- ---------- <br />METAL ROOF DECK -SEE <br />... .......... --------------Xpmgg <br />---------- <br />X_ <br />ALUMINUM COPING <br />STRUCTURAL DRAWINGS <br />.......... - <br />5/811 SMOOTH SANE) <br />< <br />X <br />------ -- -- ---- <br />SET IN ADHESIVE <br />FLOAT FINISH STUCCO <br />t> <br />FUTURE SIGNAGE. <br />---------- < <br />.... ........ . ......... . - <br />-SeWS AT TEK SC <br />------- <br />5TEEL BAR JOIST - <br />COORDINATE WITH VENDOR <br />. <br />... - --- - -------- <br />< <br />< <br />STUD COrWECTiOPIS <br />SEE STRUCTURAL <br />------------- <br />.............. <br />---- - ---- <br />8" K.O. BLOCK <br />SEE STRUCTURAL <br />DRAWINGS <br />FOR EXACT LOCATION <br />------------- .............. <br />........ . . - --------------- <br />.. . ....... <br />---- -------- <br />WALL - SEE <br />DRAWINGS. <br />FASTENER BY OTHERS <br />---------------- < <br />............. <br />-------------- <br />------- - <br />STRUCTURAL <br />5TEEL PERIMETER ANGLE <br />iN� <br />I I <br />- - ---- <br />-- -------- <br />C14 <br />DRAWINGS <br />SEE STRUCTURAL DRAWINGS <br />............. <br />........... - <br />FRY REGLET TERMINATION <br />< <br />----------- ..... <br />----------- <br />8` <br />CLIP ANGLE. SEE STRUCTURAL <br />1/8" SMOOTH SAND <br />BAR BAR HEIGHT TO BE 511 <br />.............. ----------- <br />.... ........• <br />DRAWINGS <br />FLOAT FINISH <br />_L*J <br />MINIMUM ABOVE CANT STRIP <br />............. ------------- <br />-------------- <br />. . .......... <br />-------------- <br />-------------- --- <br />STUCCO OVER <br />.............. -------------- <br />- ---------- <br />- - --------- <br />x <br />i 1 X <br />PAPER BACKED <br />............. <br />FRY REGLET "SPI;;ZINGLOK" <br />....... ... < <br />---------- <br />---------- - - <br />. ...... .... <br />-------------- <br />!X <br />METAL LATH OVER <br />8" K.O. BLOCK WALL - SEE <br />FLASHING <br />--- <br />x <br />ENERS44EILD-HP <br />STRUCTURAL DRAWINGS <br />0 z <br />< <br />5/511 SMOOTH SAND <br />< <br />- <br />- ------ - <br />V' BARRIER ON <br />i <br />............ <br />I r <br />------ - ---- <br />FLOAT FINISH STUCCO <br />/2�100R <br />, USG GLASS -MAT <br />- - ---------- <br />SINGLE PLY ROOFING MEMBRANE <br />............. - - ----------- <br />-------------- ..... <br />------ ------ <br />< <br />< <br />-1 I-ATHIW-I. <br />C40ORDINATE WITH <br />............. <br />"EXTERIOR <br />------------- ... .. ....... <br />-- - --------- <br />- <br />.... ........ <br />STRUCTURAL <br />............. <br />1/2 GRADE PLYWOOD <br />------------- <br />........... . <br />- - --------- <br />........... . <br />SLQPE <br />SHEATHING <br />-2. <br />DRAWINGS <br />------------- <br />PROFILE - SEE DETAIL C/A5g AND <br />METAL STUD <br />EXTERIOR ELEVATIONS <br />FRAMING - SEE <br />.............. <br />X <br />X X <br />ALUMINUM COPING <br />1/8" SMOOTH SAND FLOAT FINISH <br />STRUCTURAL <br />DRAWINGS <br />WITH HEMMED EDGE. <br />5/6" <br />SMOOTH <br />SAND <br />X <br />SET IN ADHESIVE <br />FLOAT <br />FINISH <br />STUCCO <br />STUCCO OVER HIGH R15 METAL LATH <br />METAL STUD FRAMING <br />AT 16" 0,C. -SEE <br />x <br />.... ........ ..... ............ <br />X x <br />----------- ----- --- - ---------- ---- <br />'116" SMOOTH SAND FLOAT FINISH <br />DETAIL <br />DETAIL <br />STRUCTURAL DRAWINGS <br />STUCCO OVER PAPER BACKED <br />METAL ENERSHE(LD-HP <br />SCALE: 1-1/2" 1'-01' <br />SCALE: 1-1/2" V-011 <br />LATH OVER <br />VAPOR BARRIER OVER 1/2" USG <br />-------- ---- - <br />- - - - - -- - ---- ------------------------- -- -- ---- ----------- - ---------------- <br />GLASS -MAT SHEATHING. COORDINATE <br />. .. ....... <br />------------------ <br />X <br />X <br />X <br />WITH STRUCTURAL DRAWINGS <br />X <br />ALUMINUM COPING <br />X x <br />TEK SCREWS AT STUD <br />SET IN ADHESIVE <br />X <br />X <br />.. ............... .......... jJ -------------------- --- <br />CONNECTIONS SEE <br />P.T 2xe TOP PLATE- SEE <br />STRUCTURAL DRAWINGS. <br />STRUCTURAL DRAWINGS <br />a" PRECAST CONC. LINTEL - <br />SEE STRUCTURAL DRAWINGS <br />1/8" SMOOTH SAND FLOAT <br />STUCCO OVER HIGH RIB METAL <br />FINISH <br />LATH <br />(o" METAL STUD FRAMING <br />AT 16" O.C. - SEE <br />SELF-SEALING, <br />-------------- <br />------------- - ----- ---- - - <br />5/6" SMOOTH SAND FLOAT FINISH STUCCO <br />SELF -DRILLING SCREW <br />------ <br />STRUCTURAL DRAWINGS <br />AT 190 O.C. (TYP.) <br />.............. <br />------------- <br />.......... . -------------- <br />SEALANT <br />< <br />DETA IL <br />SCALE: 1-1/2" 1'-0" <br />............. <br />1/2# x V'L EXPANSION <br />FRY -RE <br />FRY-REGLET REVEAL <br />SEALANT <br />......... ... t --- ------------- <br />-------- - ---- <br />ANAT 48" O.C. -SEE <br />STRUCTURAL DRAWINGS <br />< <br />(OCS-625-200 * STUCCO) <br />SINGLE PLY ROOFING <br />I . ....... ... < <br />9" <O. BLOCK WALL - SEE <br />5/6" SMOOTH SAND FLOAT FINISH STUCCO <br />STANDING SEAM ALUMINUM <br />MEMBRANE - EXTEND UP <br />............. <br />STRUCTURAL DRAWINGS <br />ROOFING <br />PARAPET TO OTHER SIDE OF <br />-------------- . ...... <br />- <br />A <br />TOPPLATE <br />.. ........... <br />5/8" SMOOTH SANE) <br />-:::f <br />ICE AND WATER SHIELD <br />-- ---------- .............. <br />FLOAT FINISH STUCCO <br />A <br />5/6" EXTERIOR GRADE PLYWOOD <br />............. - -- --------- <br />------- --- -- <br />< <br />SHEATHING <br />8" CMU 5LOCK WALL <br />SEE STRUCTURAL <br />3 1/2" MIN. ISO5OARD <br />DRAWINGS <br />- -------- <br />S" CMU BLOCK WALL L <br />INSULATION <br />.............. -------- <br />- <br />SEE STRUCTURAL <br />------------- <br />DRAWINGS <br />< <br />METAL ROOF DECK - SEE <br />---------- <br />STRUCTURAL DRAWINGS <br />x 12 <br />DETAIL <br />@ <br />Cq <br />STEEL BAR JOIST EXTENSION - <br />SCALE: 1-1/2" 1'-011 <br />SEE STRUCTURAL DRAWINGS <br />< <br />X, <br />HORIZONTAL <br />REINFORCING AT Ito" <br />O.C. <br />< <br />------------ ---------- --- ------- <br />2x4 WOOD FASCIA - SEE <br />STRUCTURAL DRAWINGS <br />BACKER ROD AND SEALANT <br />1/2" EXPANSION JOINT <br />ALUMINUM FASCIA WRAP <br />WITH HEMMED LEADING <br />PAVEMENT SEE CIVIL <br />EDGE SET IN ADHESIVE <br />< <br />DRAWINGS <br />STEEL BAR JOIST <br />- --- ------- --------- <br />SEE STRUCTURAL <br />DRAWINGS <br />2xI2 WOOD FASCIA SEE <br />STRUCTURAL DRAWINGS <br />8" <O. BLOCK WALL SEE <br />---- ---- ---- <br />.............. <br />- — — — — — — — — — — — <br />< <br />STRUCTURAL DRAWINGS <br />-------------- --- — ­ <br />BACKER ROD AND <br />SEALANT <br />- -- ----- --< <br />1/8" GALV. HAT CHANNEL a 16" O.C. <br />5" CMU BLOCK WALL <br />SEE STRUCTURAL <br />1/8" STUCCO SOFFIT OVER <br />DRAWINGS <br />HIGH RIB METAL LATH <br />EJF.S. PROFILE - SEE <br />A <br />A <br />DETAIL 5/AE7h AND <br /><7 <br />EXTERIOR ELEVATIONS <br />CLEAN, COMPACTED <br /><1 <br />5/5" SMOOTH SAND FLOAT FINISH <br />TERMITE TREATED FILL <br />0SC <br />NOT 1_1s_ED <br />ETAILSCALE; <br />1-1/2" I'-O;l <br />A L E.0: <br />1-1/2" z V-0" <br />REVISIONS <br />BY <br />00 <br />CO <br />Cn <br />C'Q <br />CD v) <br />ol <br />10 >Q) <br />< m <br />00 <br />C'J <br />O <br />Cn <br />Cq <br />Cn <br />V/1 <br />01_ <br />icy <br />1 <br />N. <br />ti co <br />CD <br />C. <br />o <br />< <br />> <br />(D <br />.j <br />o 3: <br />(Al - <br />0) C) <br />M <br />LL_ 0 <br />v; L) <br />u; 0 <br />Z > <br />-4-- m (L <br />CID <br />U- a IV <br />z <br />Date: 08. 25. 21 <br />Scale: AS NOTED <br />Project Mgr: AG <br />Drawn: GN111 <br />Job: 21-082 <br />Sheet <br />A5f <br />