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I (Al <br />10 11 <br />25'-O" <br />2 - 1 3/4 <br />a'- <br />X 11 7/8" 4" <br />MICRO -LAM , —�,S <br />BEAM <br />i <br />4 X 4 POST I SIMP. $1 1! 4 4 POS <br />rANWSJO ST ' <br />1 l 8"; TJI 25 LO R J IST 0116'r O.CL <br />12' X 12' X 1/2- I ; ; ; ; QR APROVED , EQUAL (TYP) 6" CMU WALL <br />THK STEEL PLATE II 1 <br />WELDED TO FRAME I ! BELOW <br />W/ 4 - 3/4"0 j <br />ANCHOR BOLTS SI P. "TE TENSION B IDGf G ( YPI AL) <br />N Z J (TYPICAL) <br />I <br />QQ 5 <br />w A 9 —_ <br />> <br />I I I I I I I I I 1 1 1 I I <br />14 <br />In <br />" <br />N b I 12 - 11 7/8 <br />in 3' -Cr -, <br />i I � TJI 25 EDGE <br />I I JOIST (TYP) <br />--6J 4 X 6 POT I i <br />0 X H ADE <br />Q I <br />I 1 I I I I I I I 1 I I I I <br />N IMP B1�1 3 1 3/4 1 7 8" <br />OIS <br />HANGERS I MICRO -LAM 1EAM <br />RIDGE -- <br />- � 2 1 3/ X I1 1 /8" �I 2 <br />o ! MI RO LAM BE M <br />S9 <br />LJ LJ <br />STEEL <br />PURLINS - " <br />;7:^ 1 <br />o - I \ SIMP. HHU41 / ; SIMP. T�27 , 2 - 1 3/4 X <br />HANGER I (T PIC L) 11 7/8" MICRO - <br />'iv ( iIMP HH 41 LAM BM AROUND <br />F ANGER OPENING <br />co <br />- 1. - I! I I I '.' <br />i M ----- „ I I L _ _- I SIMP. B1 1 <br />°0 __ JOIST HANGER <br />1� <br />16" CONC. � I � � <br />c� MASONRY 11'-4" ' <br />BLOCK COL. 4 6 HEA ER 1 <br />59 SIM <br />3/8" PLYWOOD <br />6 4 X P ST — <br />SHEATHING EA S9 � <br />SIDE <br />PROVIDE DBL 2 X 4 UD� 6" CMU <br />1 <br />NOTE: I OR 4'X 4 P03T A. ND OF i ; 1 I WALL M <br />DOOR & WIND W PENING BELOW N <br />METAL BUILDING CONTRACTOR I I I I I (TYP) <br />to <br />TO PROVIDE FRAMING FOR 1 I 1 <br />CANOPY. STRUCTURAL FRAMING- <br />►� SHOWN IS CONCEPTUAL ONLY. -� <br />1 <br />DOUBLE JOISTS I S9 <br />UNDER A� (T RALLEL III <br />PPRT1110N----}--- <br />2 X 16 STUDS ® 16" <br />O.C. ON 2 X 6 SILL <br />PLATE <br />11 7/8" TJI 25 <br />FLOOR JOISTS <br />OR APPROVED <br />EQUAL (TYP) T <br />2 X 4 P.T. D.F. SILL — <br />PLATE W/ 5/8"0 X 10" <br />LONG ANCHOR BOLTS <br />® 48" O.C. UNLESS <br />NOTED OTHERWISE <br />OUTSIDE FACE OF <br />STEEL COLUMN <br />2 X 4 STUDS 0 <br />16" O.C. ON <br />2 X 4 SILL PLATE <br />W/ 16d NAILS <br />STAGGERED <br />16" O.C. i <br />2 - 1 3/4 X 11 7/8 <br />MICRO -LAM BEAM OR <br />APPROVED EQUAL <br />PROVIDE ZEE <br />3/8" PLYWOOD GIRT ® THIS <br />SHEATHING FROM LOCATION <br />SECOND FLOOR <br />PLATE LINE TO SIMP. PC44 <br />I <br />U/S MTL ROOFING , POST CAP I <br />3 i S CMU M ALL BELOW I 2- 1 3/4 X <br />Sq� I I t 11 7/8" MICRO - <br />LAM BEAM OR <br />APPROVED EQUAL <br />ZEE GIRL <br />METAL B <br />I' NAILING TO FLOOR EXTERIOF <br />M I I JOIST W/ 10d NAILS FRAMING <br />SIMP. TB27 T NSION E RIDGING (TYPICAL) ® 6" O.C. ® EDGES <br />►�-J AND 12" O.C. FIELD <br />I I <br />I <br />tD 3/4" T & G <br />' Ir PLWD SUBFLOOR <br />7- <br />1S_ <br />5 2 '- t/4 X •11 j/g'; <br />S9 MICRO -LAM BEAM OR <br />SIM APPROVED ,EQUAL 5 <br />�- S9 <br />bd <br />4 X 4 / 2 <br />SIMP. B11 POST _ S10 <br />JOIST HANGER I = _ -- - -- - - — <br />(TYPICAL) l— ,A, STAIR LANDING <br />4 t �� <br />S9 <br />SECOND FLOOR FRAMING PLAN <br />SCALE: 1/4'=1'-0" <br />FACE OF <br />STRUCT'L <br />STL COL <br />3/8" PLWD <br />SHEATHING <br />16d NAILS <br />® 16" O.C. <br />I <br />8d NAILS <br />® 6" O.C. <br />SET SILL PL <br />1" FROM <br />FACE OF <br />CONC. BLK <br />WALL <br />8d NAILS <br />® 6" O.C. <br />6" X 8" X <br />16" CONC. <br />MASONRY <br />BLOCK WALL <br />DETAIL <br />SCALE: 1 112"=l'-U'S9 <br />Al <br />8 1/2" <br />2 X 4 II <br />P.T. D.F. I) <br />SILL PLATE <br />METAL <br />DOOR <br />FRAME <br />PROVIDE BACKER <br />EA SIDE W/ 2 - <br />10d NAILS <br />zll 7/8 <br />TJI 25-/ <br />DOTTED LINE <br />INDICATES <br />5/8" TYPE 'X' <br />GYP BD CLG <br />SIMP. B11 JOIST o <br />HANGER (TYPICAL) o <br />4 X 4 POST <br />C <br />SIMP. C844 <br />COLUMN BASE <br />I <br />TOP OF CONCRETE <br />�- FLOOR SLAB <br />Iel• <br />L_ _1 • <br />DETAIL <br />SCALE: 1 1/2"= l' -O" ,S9 <br />FACE OF <br />STRUCTURAL <br />STL FRAME <br />TO LINE UP <br />W/ FACE OF <br />WD STUDS <br />5/8" TYPE 'X' _1 <br />GYP BD <br />3/8" PLYWOOD <br />SHEATHING} <br />8d NAILS <br />6' O.C. <br />2 - 1 3/4" X <br />11 7/8 MICRO - <br />LAM BEAM OR <br />APPROVED EQUAL -1 <br />8d NAILS <br />6" O.C. <br />SIMP. EPC 44 <br />POST CAPS --� <br />4 X 4 <br />MTL BLI <br />STRUCTI <br />STL COI <br />SIMP. C <br />COLUMN <br />FACE OF <br />STRUCT'L <br />2 X 6 STUDS ® 16" O.C. STL COL <br />PROVIDE 11 7/8" TJI 25 <br />BLOCKING OR APPROVED I 3/4" PLYWOOD <br />EQUAL ® 24" O.C. AT S1FLOOR <br />THIS LOCATION WHERE GLLUEUE & NAIL <br />TO FLOOR JOISTS <br />CONC. BLOCK WALL _ (TYPICAL) <br />OCCURRS BETWEEN JOISTS <br />PROVIDE BACKER <br />AS NEEDED <br />(TYPICAL) <br />DOTTED LINE INDICATES <br />5/8" TYPE 'X' GYP BD <br />SOFFIT WHERE OCCURS <br />\-2 X 4 E LOCKING <br />6" X 8" X 16" C0NC. <br />MASONRY BLOCK WALL <br />DETAIL <br />SCALE: 1 1/2"=l' -O" <br />S9 <br />5/8" TYPE <br />'X' GYP BD <br />3/8" PLWD <br />SIDING <br />11 7/8" TJI 25 <br />BLOCKING <br />3 - 8d EA BLKG <br />2 X 4 BLKG oll <br />t t /2" • <br />I.I.. <br />8" X 8" X 16" <br />CONC. MASONRY <br />BLOCK WALL <br />ALL CELLS <br />FILLED <br />WORK SHOP <br />SIDE <br />DETAIL <br />SCALE: 1 1/ =1' <br />8d ® 6" O.C. <br />2 X 6 P.T. D. F. <br />SILL PLATE W/ <br />5/8"0 X 10" LONG <br />ANCHOR BOLTS <br />® 48" O.C. U.N.O. <br />2 X 6 STUDS ® 16" v <br />2 X 4 STUDS ® <br />v <br />O.C. ON 2 X 6 SILL <br />16" O.C. (TYP) <br />3/4" T & G <br />PLATE W/ 16d NAILS 3/8" PLWD <br />U.N.O. <br />PLWD SUB - <br />STAGGERED ® 16" O.C. SHEATHING <br />FLOOR (TYP) <br />EACH SIDE <br />1 <br />TO ROOF <br />3/4" T& G PLYWOOD <br />2 X 4 SILL PLATE <br />PROVIDE <br />SUB -FLOOR. GLUE & <br />W/ 16d NAILS ® <br />BACKER <br />NAIL TO FLOOR JOISTS 8d NAILS ® <br />16' O.C. (TYP) <br />W/ MIN <br />4" O.C. <br />STl/ <br />2 - 10d <br />REV <br />NAILS (TYP) <br />DESCRIPTION <br />DWN -BY <br />DES BY <br />CHK BY <br />APP B <br />DATE OF ISSUE DWN BY WHS CH Y <br />FEB. 19 1 DES BY �� L1iS AP•�Y •_ <br />1 3/4" X <br />+ <br />SIMP. B1 1—� 11 7/8" BLKG -i <br />JOIST HANGER <br />11 7/8 TJI 25� <br />FLOOR JOISTS OR 8d NAILS <br />APPROVED EQUAL 4" O.C. <br />® 16" O.C. (TYP) <br />a <br />DETAIL <br />SCALE: 1 1/2"=l' -O" <br />$9 <br />EMcon <br />�* * * Assodates <br />A Fj <br />-a <br />0 <br />No. C 13255 r <br />Q <br />F OF <br />3 - 1 3/4" X- <br />11 7/8" MICRO - <br />LAM BM W/ MIN <br />2 ROWS 16d <br />NAILS ® 12" <br />O.C. <br />2 X 4 STUDS ® 16" O.C. <br />W/ 3/8" PLWD SHEATHING <br />EA SIDE FROM FIRST <br />FLOOR CONCRETE SLAB <br />DETAIL <br />SCALE: 1 1/2"=l' -0"k S9 <br />00 <br />SAN JOAQUIN COUNTY <br />NORTH COUNTY SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />OFFICE/MAINTENANCE BUILDING <br />SECOND FLOOR FRAMING PLAN AND DETAILS <br />11 7/8-TJI/25 <br />FLOOR JOISTS <br />® 16" O.C. <br />SIMPSON'S B 1 1 <br />JOIST HANGER <br />2 - 1 3/4" X <br />11 7/8" MICRO - <br />LAM W/ SIMP. <br />B11-2 HANGER <br />TO BEAM <br />DRAWING NO. <br />S9 <br />PROJECT NO. <br />939-02.43 <br />RECORD DRAWING <br />1 <br />3/26/92 <br />RECORD DRAWING -PER CONTRACTOR <br />0 <br />2/2/91 <br />ISSUED FOR CONSTRUCTION <br />W <br />STl/ <br />REV <br />DATE <br />DESCRIPTION <br />DWN -BY <br />DES BY <br />CHK BY <br />APP B <br />DATE OF ISSUE DWN BY WHS CH Y <br />FEB. 19 1 DES BY �� L1iS AP•�Y •_ <br />EMcon <br />�* * * Assodates <br />A Fj <br />-a <br />0 <br />No. C 13255 r <br />Q <br />F OF <br />3 - 1 3/4" X- <br />11 7/8" MICRO - <br />LAM BM W/ MIN <br />2 ROWS 16d <br />NAILS ® 12" <br />O.C. <br />2 X 4 STUDS ® 16" O.C. <br />W/ 3/8" PLWD SHEATHING <br />EA SIDE FROM FIRST <br />FLOOR CONCRETE SLAB <br />DETAIL <br />SCALE: 1 1/2"=l' -0"k S9 <br />00 <br />SAN JOAQUIN COUNTY <br />NORTH COUNTY SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />OFFICE/MAINTENANCE BUILDING <br />SECOND FLOOR FRAMING PLAN AND DETAILS <br />11 7/8-TJI/25 <br />FLOOR JOISTS <br />® 16" O.C. <br />SIMPSON'S B 1 1 <br />JOIST HANGER <br />2 - 1 3/4" X <br />11 7/8" MICRO - <br />LAM W/ SIMP. <br />B11-2 HANGER <br />TO BEAM <br />DRAWING NO. <br />S9 <br />PROJECT NO. <br />939-02.43 <br />RECORD DRAWING <br />