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HomeMy WebLinkAbout0697.95.1I I� � i e O � Z4 4 I 1 I 5 CGENERAL STRUCTURAL NOTES INDICATES INTERIOR BEARING WALL - ALL INTERIOR WALL SHALL BE 2x4 STUDS AT 16' O.G. MAX. UNLESS NOTED OTHERWISE- - INSTALLATION OF FRAMING SHALL COMPLY WI TN ALL APPL ICASLE CODES AND LOCAL ORDINANCES. - WHEN DRAWINGS ARE IN CONFLICT WITH OTHER DRAWINGS, CONTRACTOR SHALL NOTIFY THE ARG 41TECT. - ALL BEAMS INDICATED AS M.L. SHALL BE MICRO -LAM BEAMS MNFR'D. BY TRUSS JOIST CORP. — ALL BEAMS INDICATED ARE DROPPED UNLESS NOTED OTHERWISE �lAL NOT�6 -ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS 644A-L 15E FULLY COORDINATED DY THE CONTRACTOR TO VERfFY ALL DIMENSIONS, SLOPES, DRAINS, OUTLETS, RECE66156, BOLT SETTINGS, SLEEVES, ETC. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF TWE AIACI-IITECT BEFORE PROCEEDING WITH THE WORK - ALL DIMENSIONS ARE TO ROUGW FRAt 1 MG. - ALL EXT. WALLS SHALL BE 2xb STUDS AT Ib' O.G. MAX. UNLES8 NOTED OTHERWISE - ALL INTERIOR WALLS SHALL BE 2x4 STUDS AT 16' O.G. MAX. JNLESS NOTED OTHERWISE. - ALL LUMBER IN CONTACT WIT" MASONRY OR CONCRETE SHALL BE PRESSURE TREATED ALL EXTERIOR DECK LUMBER SHALL BE PRESSURE TREATED WHERE DRAWINGS ARE IN CONFLICT WITH OTHER �I DRAWINGS, CONTRACTOR SHALL NOTIFY THE AR_W TECT. 7 In 31 ?4 3 ! - - -- I 0 I 3 - I r i, I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- —� I I L— - - --- - - - - -1 -- — oI I- - -r - -- -- =` - -- ------ - - - - -- - - - - -- - - - - -- -- -� - - -- - - -- - - -, --------------------- - -- - - - -- - - - - - -j I / ZO I �� i _ -- 1 ■ ' . L_t_y 4' GONG SLAB -- - - - - - -- - -- - -1 r- - - -- -- - - - - -- - 4g• ,� / r 6 MIL VAPOR BARRIE ON 1 g i ' ICALL FND. WALL I II 4..0, ' 4' GRAVEL DASE 36 ~ 1 ! 8 'L' BLOCK ON I -6 IND,CATE5 STUD _ D -2 I I 8 CM Al ON 12'x24' I,.51NK DRAW R•t. WALL ABOVE !TYP.; 1 1 1 CONT. TRENCH FOOT INc I N 1 J� 39' - 4'/? I C 1 I C WALL 'lOt - tD �iyl 4 WAL L I I PAT 0 = i 1 - ---- _ V1 WALL — -- - ! 1 1 1 t WALL Ti4IGKEN6b I REF 11 1 1 4' CONC. SLAB ON COMPACTED j I i 1 1 H. , - - - -- -- - - - - -- k - - - - -- , � I MW. X UP P. _- MtCXENBD. I 1 FILL 1 j -W I �6iJ- SLAB (TYPICAL) 1 i K7 y�-r -- I - -- - - - -- - - -- 1 -� - - - -- ' - p�1 I m Q� = -�Ii r - - -- ----------------- - - - - -- - - -- i, 'OIL -- - - - - -- - - Ri -- - -- -- 2' -6' 3► 41 I ( W►1 71 —•r iI I %t I 9i 4 i � I �• w♦g �av� I•� 4 .. � �.. • �:.. ;ass'.► ; A 'D • v FOUNDATION /SLAB PLAN 624-B-3. a -- 101 F IZI o PROJECT I �N z a A a� GYI 90 -t I t --- - -- E A Z a Q� NO Q �'------ I-- ---- - - - - -� 1 I W F� x U a T S---- 1 4' GONG. SLAB ON n I 6 MIL VAPOR BARRIER ON Em I 1 THIC SLAB r46 1 I 1 ll - 10 4' GRAVEL BASE i - -- - - - - - -- -- + -- -9' r I OL f It ; ° O TYPICAL FIND. . WALL 141 - -.wM►--- y�--- - --+-- - - -- _� - -- � � 8 LMU SOW CAP 2" 21 Z:t 00 O'CMU ::3 cJ 2- 1 ON 12'x24' CONT. v ! i -- 1 =1 NO i I i � I �• w♦g �av� I•� 4 .. � �.. • �:.. ;ass'.► ; A 'D • v FOUNDATION /SLAB PLAN 624-B-3. a -- 101 F IZI o PROJECT �N z a A a� Z 90 a E A Z a Q� U Q W W F� x U a OI Em w =3 CH WD: P.M. :GEORGE J. 20 P.A. : J1111IIES & 62� -1 PROJECT NO.:20-955-( I r Q t O OI 30 O 203 vI iv OL ° O C) 21 Z:t ::3 L © -- J u- 5 fj). 4 X — � , m ci — Z 62� -1 I r Q t O OI 30 O 203 vI iv OL O C) 21 Z:t ::3 L © -- J u- 62� -1