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HomeMy WebLinkAboutFRAMING PLAN, #3 FOUNDATION FLOOR FRAMING PLAN5'-711 4 1/2" N------------- ❑ I I f N (Y) � I I 4" X 4" P.T, WOODLO T p POSTS W/ SIMPSON ABu44z (ss) POST BASE . (TYPICAL FOR ALL) I I ........... T I I I , I I N T I 00 PROPOSED co CONCRETE SLAB C? ' 5.15' N.A,V.D. F C 1 I 00 N O I I I I I I I I I I I I I I ao I I I I I I I I I I I I N T ' I � I I I O I I I 1 I I I I I I Cn i I I I �Q Y eq 4" X 4" P.T. WOOD POSTS W/ o SIMPSON A5U44Z (SS) POST BASE N O —' r r T (TYPICAL FOR ALL) T 4" X 4" P.T. WOOD POSTS W/ SIMPSON ABU444 (SS) POST (TYPICAL FOR ALL) 2" X 8" P.T. LEDGER 2" X 5" FLOOR JOIST AT 16" O/C MAXIMUM W/ SIMPSON LUC2(oZ AT EACH JOIST END 211 X 10" fi FLOOR Jc 24" O/C r W/ SIMPS LUG2IOZ > JOIST ENI DBL. 2" > LEDGER 5'-711 3 �4" 8'-1111 8'-10 1/2" 45'-0" 4 I 1 4 I i I I I I I I I I I I I I -------------------------------------------[wi i ------------------------------------, I I I I I I N I I I ° I N i � I I CIDC? I I I I ■ .... ........... .... _ ................ ............... N I � I T 4'-411 Lf) 9'-011 4'-411 11_811 i3/411 81-811 4 /411 i -1,0' N,A,V,D. I I 4" THICK CONCRETE SLAB W/ (o" X 6" 10/10 W.W.F. OR i FIBERMESH OVER VAPOR BARRIER OVER GLEAN, i COMPACTED AND TERMITE TREATED SOIL (2,500 P.S,F, SOIL MIN.) Fm- �Q Y 45'-011 14'-0" EXISTING CONCRETE SLAB 5.15' N.A,V.D.—\ 62'-411 0 8'-10 1/2" 8'-10 1/2" A I 4 I i 45'-0" C I C\9 — ------- -------------- i a ------------------------- i N r N F,- = a r PROPOSED III o I � a I� %4" 4'-8" 4' 0"4 4"� CONCRETE SLAB 5.15 N.A.V.D. CV M El is N T O 4" X 4" P,T, WOOD POSTS W/ o C? - SIMPSON A5U44Z (SS) POST N ❑ ❑ _ _ 00 BASE (TYPICAL FOR ALL) ° a °) (.0 LO T p 3 411 41_11 0 Y 1 41 � N I I N I I Q I r I � r U-) � ❑ t 8'-1111 3 1 /4" 3/4" 4'-11 " 4 ��4" FLAT LANDING 1 1:12 SLOPE RAMP 4" X 4" P.T. WOOD POSTS W/ SIMPSON A5U44Z (SS) POST BASE (TYPICAL FOR ALL) I EXISTING CONCRETE SLAB 5,15' N.A.V.D. �C FOUNDATION 1/4II _ 1 I_OII N FOUNDATION NOTES BOTTOM OF ALL FOOTERS MUST BE MINIMUM 12° BELOW FINISH GRADE THE OUTER BAR OF ALL EXTERIOR LOAD BEARING FOOTERS SHALL BE CONTINUOUS AROUND CORNERS OR BY BENDING WITH MINIMUM 30" LAP EACH DIRECTION ALL FOOTER BARS SHALL HAVE MINIMUM 3" CONCRETE COVER WHERE THE CONCRETE IS CAST AGAINST THE EARTH OR 1 1/2" WHERE THE CONCRETE IS EXPOSED TO EITHER WEATHER OR THE EARTH ALL DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND BE EMBEDDED 6" INTO FOOTING DOWEL BARS SHALL LAP VERTICAL WALL REINFORCING BARS MINIMUM OF 30" PLEASE NOTIFY THIS OFFICE OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH ANY WORK BLOCK OUT 1 1/2" AT ALL EXTERIOR SWINGING DOORS NOTCH SLAB 1 1/2" AT ALL S.G.D. AND O.H.D. DEPRESS SLAB AS REQUIRED FOR SHOWERS, FLOOR FINISHES, ETC. DizAUJINCx LEGEND 8" C.M.U. WALL ........ 2" X 6" FRAME WALL 8" X S" CONCRETE FILLED CELL W/ I - #5 BAR DOWELED TO FOOTING 4 HOOKED TO BEAM a ALL WINDOWS, DOORS, CORNERS 8 AT 48" O/C MAXIMUM 8" LONG #5 DOWEL SCHEDULE MARK SIZE STEEL REMARKS ® 24" WIDE X 16" DEEP 3 - *5 BARS STEM WALL ® 12" WIDE X 12" DEEP 3 - 05 BARS MONOLITHIC © S" WIDE X 8" DEEP 1 - 05 BARS MONOLITHIC DECK / RAMf= f=fRAMING I - w :1, NG ``) 4" X 4" P.T. WOOD POST I 10" S/S" CARRIAGE BOLTS W/ WASHERS AND NUT ' TREAD SINGLE 2" X S" OR DBL, 2" X 10" N SIMPSON #LUC26Z OR LUC210Z O � a 2" X 6" P.T. LEDGER � 5/S" CARRIAGE BOLTS W/ WASHERS AND NUT SIMPSON *LUG26Z 2" X 12" STRINGER O SIMPSON *ML23Z SIMPSON ABU44Z (SS) POST BASE 5/5" WEDGE ANCHOR (3" MIN, PENETRATION) STAIR D E I A I L NOT TO SCALE ALL METAL CONNECTORS AND ANCHOR SHALL 5E CORROSION RE8I5T,4NT