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0 <br />0 <br />CD <br />I <br />J_ <br />Q <br />W <br />0 <br />c� <br />z <br />a <br />ry <br />LL <br />r <br />n <br />O <br />z <br />a <br />U <br />N <br />I <br />0 <br />0 <br />z <br />a <br />0 <br />Q <br />m <br />0 <br />0 <br />0 <br />0 <br />Ln <br />r� <br />Q <br />I <br />o; o <br />N C14 <br />0o � <br />0 <br />o � <br />N —I <br />w <br />N <br />0 <br />0 <br />r r- <br />0 0 <br />U <br />0 <br />rn <br />0 <br />= I <br />w 0 <br />0 <br />o `� <br />00 <br />�Co <br />0 1- <br />U <br />N Ld <br />3 <br />�p O <br />�r�' <br />o w <br />N <br />00 % <br />FAM <br />REF 3-S1 F <br />CURB AT ENTRY <br />6 3/4"=1'-0" 073109 S2_1-006 <br />CL <br />NOTE: <br />REF 2-S2.1 FOR <br />INFORMATION SHOWN <br />BUT NOT NOTED <br />NOTE: <br />METAL DECK AND <br />' <br />CONT ANGLE NOT <br />SHOWN FOR CLARITY <br />3 16 <br />REF ARCH _ �_ _ _ _ <br />CL PIN EL <br />jk <br />REF 1-S2.1 <br />TOS EL <br />REF ARCH <br />FOR GUTTER <br />REF PLAN FOR BEAM-/_�'� <br />ENTRY CA <br />3/4' = 1'-0" <br />Y SECTION <br />072712 <br />REF PLAN <br />AT BUILDING CORNER ONLY, <br />L3x3x1 /4 (GALV) FACE OF CMU <br />WALL/BEAM /PLATE <br />5A—S2.1 3 16 <br />3/16 <br />L3x3x1 /4 GALV <br />REF 1-S2.1 3 16 MITER BEAMS AT CORNER; <br />FOR ANGLE 3/16 WELD ALL AROUND AND <br />GRIND SMOOTH <br />N <br />cn <br />I <br />Ln <br />jk REF 1-S2.1 3/16 <br />TOS EL -- ----------------------- <br />1 -- ----------------------- <br />CMU WALL L3x3x1/4 x 0'-6 REF PLAN FOR <br />BEAM, TYP <br />3 SIDES <br />3/16 <br />EMBED PL 3/8"x8"xO'-8" �r <br />WITH (2) 1/2" DIA x 5" HSA <br />IN FULLY GROUTED CELLS <br />1 5„ 1 1 „ <br />2 <br />(5 <br />ENTRY CANOPY AT END <br />3/4"=1'-0" 073109 S2-013 <br />o <br />SIN <br />EMBED PL 3/8"x4"xO'-8" <br />WITH (2) 1/2" DIA x 5" <br />HSA CENTERED ON <br />CANOPY SUPPORT �IN <br />REF 2-S2.1Ak <br />TO BOND BEAM EL <br />REF 1-S2.ljk <br />TO BOND BEAM ELNP <br />BOND BEAM WITH (1) #5 <br />CONT; FULLY GROUT 16" <br />ABOVE AND 8" BELOW <br />FOR LENGTH OF CANOPY <br />STUD WALL BEYOND <br />W74x5 x 0'-8" <br />NOTE: <br />METAL DECK AND <br />CONT ANGLE NOT <br />SHOWN FOR CLARITY <br />3/16 <br />i <br />3/16 <br />i <br />REF ARCH <br />° - <br />u <br />_ _ _ <br />'IPCL PIN EL <br />_ _ _ <br />_ <br />1 3/4" DIA STEEL ROD <br />CLEVIS, TYP <br />4�" <br />2 <br />THREADED ON BOTH ENDS; <br />EACH END <br />NO TURNBUCKLE ALLOWED <br />C6x8.2 AT EA <br />REF PLAN FOR LOCATION <br />ROD LOCATION <br />1/2" THICK PLATE; <br />R=2" EACH END 4, <br />2" <br />2„ <br />N <br />i <br />2„ <br />REF 1-S2.1 <br />TOS EL -- <br />io <br />---------- ------ <br />- -- <br />_ <br />REF ARCH <br />FOR GUTTER <br />�714- <br />REF PLAN FOR BEAM I <br />1 4 <br />1/4 <br />(2) 3/4" DIA A325N <br />BOLTS EACH END <br />3 16 <br />3/16 <br />REF PLAN <br />ATTACH UNISTRUT TO JOIST] 1/8 <br />WITH 1/2" DIA A325N BOLT jl <br />THRU JOIST CHORD; P1000 UNISTRUT <br />PROVIDE DOUBLE NUT <br />-- ----------- <br />PROVIDE JOIST BOTTOM <br />wL <br />CHORD EXTENSION AS REQD <br />TO SUPPORT UNISTRUT v�i <br />I � <br />L3x3x1/4xO'-6"; ATTACH TO CMU <br />WALL WITH (2) 1/2" DIA THREADED <br />RODS, DRILL AND EMBED 4" MIN INTO <br />GROUTED CMU WALL WITH HILTI <br />HIT-HY 70 ADHESIVE <br />�- 1 /2" DIA THREADED ROD (ASTM <br />A36); ATTACH TO UNISTRUT <br />P1000 UNISTRUT; USING LOCKWASHER AND <br />BOLT TRANSFORMER DOUBLE NUT AT EACH END OF <br />TO UNISTRUT, REF EACH ROD <br />MANUFACTURER'S <br />RECOMMENDATIONS <br />TRANSFORMER SUPPORT <br />3/4"=1'-O" 073109 8-3-05 <br />- <br />REF 1-S3 FOR <br />CMU LINTEL <br />12 4" 12" <br />N <br />EMBED PL 3/8"x4"xO'-7" <br />WITH (2) 1/2" DIAx5" HSA <br />CENTERED ON POST <br />- <br />N <br />REF ARCH <br />BOM EL <br />EMBED PL <br />3 16 <br />1/4" CAP PLATE; SEAL WELD <br />TO CAP PL <br />3/16 <br />3/16 <br />REF ARCH <br />________ <br />_ <br />TOS ELIP <br />HSS6x4x3/16 POST; REF i i <br />- <br />PLAN FOR <br />LOCATIONS- <br />4> i <br />REF 1-S2.1 FOR GIRT <br />L3x3x1/4 <br />x 0'-4"Ai <br />CENTERED <br />ON POST, TYP <br />3 16 <br />3/16 <br />CL COL <br />3/16 <br />1„ <br />2 <br />3/16 <br />i <br />WATERPROOF BASE PL, - <br />ANCHOR BOLTS, AND <br />COLUMN WITH ASPHALTIC <br />MASTIC BELOW FF EL _ <br />1 1/2" NON -SHRINK GROUT <br />BELOW BASE PL, PLACE <br />IMMEDIATELY AFTER <br />POST IS PLUMBED <br />N <br />I <br />ENTRY COLUMN <br />3/4"=1'-O" <br />L3x3x1/4 x 0'-6" WITH (2) 1/2" DIA <br />ALL -THREAD RODS (4" SPACING); <br />DRILL AND EMBED 4 1/2" WITH HILTI <br />HIT-HY 70 ADHESIVE <br />3/16 3 SIDES <br />0 114'-8" <br />TO BOND BEAM EL <br />o_ <br />BOND BEAM WITH (1) #5 CONT; FULLY <br />GROUT 16" ABOVE AND 8" BELOW BOND <br />BEAM FOR LENGTH OF CANOPY <br />PROVIDE FULL HEIGHT #6 VERT AT EA TIE <br />ROD/CHANNEL LOCATION <br />rEMBtEDD <br />3 125" 123 /L 3/8"x8"xO'-8" WITH (2) <br />1/2" DIA x 5" HSA CENTERED ON BEAM <br />REF ARCH <br />BOM EL <br />REF 1-S3 FOR LINTEL <br />STOREFRONT, REF ARCH <br />(WHERE OCCURS) <br />PLATE 3/8"x4"xO'-5 1/2" <br />EACH END <br />CL <br />BEAM <br />ENTRY CANOPY SECTION <br />3/4' = 1'-0" 072712 <br />3/16 V <br />REF 3- <br />FOR S_ <br />REF FDN PLAN <br />FF EL <br />(4) 3/4"x9" ANCHOR BOLTS <br />1 /2"x10"x1'-O" BASE PLATE <br />REF FDN PLANdh <br />TOF EL <br />REF 1-S2 FOR CONT <br />FTG SIZE AND REINF <br />080913 <br />REF ARCH FOR EIFS <br />jk REF ARCH <br />i <br />CL FTG <br />4A—S2.1 <br />"`O1P COLUMN WITH 1" <br />KIBLE FOAM CLOSED CELL <br />ANSION MATERIAL (FILL TOP <br />I ELASTOMERIC SEALANT) <br />REF FDN PLAN <br />S2_1-007 <br />FF EL M <br />REF FDN PLAN <br />TO EL <br />(2) #10 TEK SCREWS, TYP <br />L2x2x18 GA CONT, TYP <br />AT CORNERS; ATTACH <br />TO STUD WITH (1) #10 <br />TEK SCREW EA LEG <br />TO FRAMING EL (VARIES) J + 411 i1++ <br />L3x3x1 /4 x 0'-4" AT TOP AND BOT OF C3 5/8x1 5/8x18 GA MTL <br />STUD AT 16" OC, TYP <br />STUD WITH (2) #12 TEK SCREWS TO STUD; <br />ATTACH TO CMU BOND BEAM WITH 1/2" <br />DIA ALL -THREAD ROD; DRILL AND EMBED <br />4 1/2" WITH HILTI HIT-HY 70 ADHESIVE + <br />i <br />i <br />C6x1 5/8x16 GA MTL <br />L5x3x1 4 LLV CONT GALV; <br />STUD AT 16" OC i ATTACH TO CMU WITH 1/2" DIA <br />ALL -THREAD RODS AT 48" OC; <br />DRILL AND EMBED 4 1/2" WITH <br />i HILTI HIT-HY 70 ADHESIVE <br />18 GA TRACK CONT i <br />INVERTED 1 1/2"x22 GA <br />TYPE "B" DECK (GALV) + REF 1-S3 FOR LINTEL <br />+ <br />REF ARCH <br />FOR GUTTER - <br />N — <br />110'-g„ —------------- 110'-9 1 2„ <br />TOS EL ATTACH DECK TO STEEL SUPPORTS DECK BRG EL <br />WITH #12 SELF DRILLING SCREWS REF ARCH <br />DOWITH NEOPRENE WASHERS AT 12" BOM EL <br />OC; ATTACH DECK SIDE LAPS WITH <br />#12 TEK SCREWS WITH NEOPRENE STOREFRONT, REF ARCH <br />WASHERS AT 12" OC, TYP <br />REF PLAN FOR BEAM REF PLAN <br />CL <br />BEAM <br />HSS6x6x1 /4; REF 4-S2.1 <br />FOR CONN EA END <br />CL HSS <br />CL WALL <br />ENTRY CANOPY SECTIC <br />REF ARCH <br />TOS EL <br />O � <br />t4 <br />o <br />;3 <br />Va i <br />W W O <br />W 2 �05 <br />O 0ZMF ZoL Cz <br />w o <br />Ir a- ~~¢5�oov��o¢i� <br />�N 3Zz¢``�wXF00 <br />LL- a }¢ZCLM¢UwMR <br />J <br />� ¢w�iwa�p�w�Za�r4 3w ZO O <br />~ ZN ¢�jOfn�w��p ZZ <br />J¢ O��wFFLu cww>.wu__ <br />D xz goM0 LLJ Of �,,wz Li <br />d 00 �! aLd0awwZ wm <br />owaz�towwooc�a'o} <br />cn ��nwioov�id��aawon M <br />ee <br />w o <br />p g <br />•� <br />I' <br />o <br />NOR <br />g<, <br />511 <br />aim <br />H <br />ZElw <br />M i <br />�.r <br />aY <br />J <br />D <br />a� <br />6 <br />Z <br />Iso <br />u O <br />z <br />0 <br />ra <br />ca <br />0 D <br />0 <br />C7 co <br />CD <br />O <br />t� O <br />�z <br />LLJ <br />Cr c� <br />O a' <br />� wCcl <br />z <br />0 <br />ISSUE BLOCK <br />/ 1 \ 07/11 /16 ADD #3 <br />CHECKED BY: <br />BJH <br />DRAWN BY: <br />CM P <br />PROTO: <br />LBA <br />PROTO CYCLE: <br />051514 <br />DOCUMENT DATE: <br />120415 <br />JBA PROD#: <br />1435000706 <br />OF 't <br />41 <br />LIQUOR <br />BOX <br />CANOPY <br />FRAMING <br />DETAILS <br />SHEET: S2.1 <br />