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2 <br />3 4 <br />5 <br />6 <br />7 8 <br />9 <br />10 <br />DESIGN ARCHITECT <br />F <br />E <br />D <br />C <br />B <br />A <br />DIMENSION POINT <br />ALUM STOREFRONT <br />SYSTEM <br />An VERTICAL MULLION <br />DIMENSION POINT <br />ALUM STOREFRONT <br />SYSTEM <br />OB HORIZONTAL MULLION <br />STOREFRONT MULLIONS <br />SCALE: 3"=1'-O" <br />DIMENSION POINT <br />ALUM STOREFRONT S) <br />STOREFRONT DOOR <br />EXTERIOR STOREFRONT - <br />SIDELITEAT DOORJAMB <br />SCALE: 3"=1'-O" <br />DIMENSION POINT <br />STORE[ <br />SYSTEN <br />STOREFRONT DOOR HEAD AT TRANSOM <br />EXISTING CMU <br />CONSTRUCTION <br />F _ <br />Z_ <br />O ILL. <br />O <br />Z w <br />� V Z <br />� O <br />a �_ m <br />W W <br />N � <br />O <br />LU <br />m <br />O LU CD <br />STOREFRONT THRESHOLD <br />SCALE: 6"44' <br />DETAIL AT STOREFRONT <br />JAMB AT EXISTING CMU <br />SCALE: 3"=1'-O" <br />0 <br />w <br />J <br />o <br />O W <br />in U:) <br />m <br />z Q N <br />� <br />z C9 <br />Z <br />LU of o <br />0 0 <br />W � m <br />ALUM STOREFRONT <br />JAMB MULLION <br />BACKER ROD AND <br />SEALANT,TYP <br />ROOF CAP OR Ell <br />l I A I e%'r <br />CONTINUOUS FL <br />WRAP ROOFING <br />TO INSIDE FACE <br />2X WOOD CURB <br />ROOFING SYSTE <br />OVER COVER B[ <br />OVER RIGID <br />INSULATION <br />PLYWOOD DECK <br />JOIST OR TOP 0 <br />INTERIOR WALL <br />NOTE: USE PRESSURE TREATED WOOD ONLY <br />DETAIL AT ROOF CURB <br />SCALE: 11/2"=1'-O" <br />MATCH <br />RECEPTER DETAIL AT STOREFRONT <br />rC 7 <br />HEAD AT EXISTING CMU <br />SCALE: 3"=1'-O" <br />— EXISTING CMU <br />VENEER <br />BACKER ROD <br />AND SEALANT <br />ALUM <br />STOREFRONT <br />HEAD MULLION <br />EXISTING SLAB ON GRADE <br />AS OCCURS <br />SAW CUT AND REMOVE EXISTING <br />SLAB FOR TRENCH AS REQUIRED <br />CONCRETE SLAB ON GRADE TO <br />MATCH DEPTH OF EXISTING, <br />WITH #3 BARS AT 16" ON CENTER <br />EACH WAY AT MIDDLE DEPTH OF <br />SLAB. DRILL & EPDXY 6" INTO <br />EXISTING SLAB. <br />LOCATE CONDUIT ABOVE <br />VAPOR BARRIER <br />TICI <br />SOUS 2X o 0 0 o 0 <br />JRB °�Q �OQ o 0o Q rC- 0 0 0 Q-i 0°0- <br />I I I I I I -� <br />\0 �. 36" MAXIMUM <br />COMPACTED FILL AS <br />REQUIRED <br />VAPOR BARRIER <br />TO MATCH EXISTING <br />SLAB DOWLING AT TRENCH <br />SCALE:1-1/2"44' <br />SILL RECEPTOR <br />STOREFRONT SYSTEM <br />SS SILL FLASHING <br />SEALANT <br />FINISH FLOOR <br />CONCRETE EXPANSION JOINT <br />SLAB _ _ - - f SIDEWALK OR PAVEMENT <br />U <br />a <br />a <br />DETAIL AT STOREFRONT SILL <br />SDH Architect <br />2242 NW RESERVE CAMP CT <br />BEND, OR 97703 <br />206.369.8881 <br />OWNER <br />ROIC <br />ROIC of WASHINGTON <br />8905 Towne Center Drive, Suite 108 <br />San Diego, CA 92122 <br />CONSULTANT <br />SEAL <br />V9729 <br />RLGISTERED <br />ARCHITECT <br />SCOTT DAVID HARRIS <br />tiTATE OF WASNINGTON <br />SOUTHPOINT PLAZA <br />SUITE 1 - REPAIR <br />10121 EVERGREEN WAY #1 <br />EVERETT, WA <br />ISSUED / REVISED DATE <br />RORNTSWSE 0®AN <br />PR-01 SOCCER POST 01.26.24 <br />EXTERIOR DETAILS <br />SCALE: 3"=1'-O" <br />SCALE: 3"=1'-O" <br />A-501 <br />