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HomeMy WebLinkAboutHribar (SS) Sheet 02 dated 24 Mar 20 (2)-I- THICKENED SLAB EDGE 24"__J WIDE X 14" DEEP W/ 3- $ 5 BARS CONT, 1/2" " I'-0° 1/2" DRYWALL ON I" X 2" PT, FURRING ON GONG, BLK, - I" X 4" WOOD BASE 4" THK, GONG. SLAB W/ 6X6 10/10 WJWF.OR FIBER MESH 42'8" 1 FOUNDATION GENERAL -NOTE -5 BOTTOM IALL FOOTERS MUST BE MINIMUM 12" BELOW FINISH GRADE THE OUTER AAR OF ALL EXTERIOR LOAD BEARING FOOTERS SHALL BE CONTINUOUS ROUND CORNERS OR BY BENDING BAR WITH MINIMUM \ 3O" LAP EA DIRECTION \ ALL FOOTER RS SHALL HAVE MINIMUM 3" CONCRETE COVER WHERE \ THE CONCRE IS CAST AGAINST THE EARTH OR 11/2" WHERE THE CONCRETE IS RMED AND EXPOSED TO EITHER THE WEATHER OR EARTH \ ALL DOWEL SA SHALL HAVE A STANDARD SO DEGREE HOOK AND BE EMBEDDED INTO FOOTING. DOWEL BARS SHALL LAP VERTICAL \ WA FORCI BARS A MINIMUM OF 30" PLEASE N TIFY TH OFFICE PRIOR TO PROCEEDING WITH ANY WORK \ IF ANY DI REPA IES ARE FOUND \ BLOCK OUT I/2" AT LL EXTERIOR SWINGING DOORS \ NOTCH SLAB I/2" AT RGDS 4 014D. DEPRESS SLA AS R2UIRED FOR SHOWERS, FLOOR FINISHES, ETC. i N 8° X 16 ' CONC. BLOCK WALL 1 2" X 4" R 2" X 6" STUD WALL I@ 16" O/ (ST D GRADE LUMBER) i \ INTERIOR BEA ING WALL 2" X 4" OR 2" X 6 @ I O/C (STRUCTURAL \ GRADE LU BER) \ POURED C NC. VLOCK CELL W/ \ 1 # 5 BAR D WEU D TO FOOTING \� 8 HOOKED T BE M W/ GLEAN o r gY$o�J GDD G� c? a v � Q � 29 3D c� a o< � 09 =0 913 rmfl eD \ OUT �@ BOTT M \ S" X 16" COLD N13 0 c POURED 440 SOLID W/ 2 # 5 ARS DOWELED TO \ FOOTING # HO KED TO BEAM U/ CLEAN OUT 2 B TTO \ 45 DEG. CORNE COL MN BLOCK \ POURED SOLID W 2 # BARS DOWELED TO FOO INC HOOKED TO \ BEAM W/ CLEAN O T �@ VTTOM �OURED CORNER C LU W/ 4 # 5 ►_- $\# 2 TIES e 12" O/C 16"\X 16° CONIC, BLOC, PE ESTAL W/ IL OF,16 �OUND CONC, BLO K C LUMN Z PO RED SOLID U/ 6 # 5 # 3 SESa� 24" _ \ CA) INTERIOR COLUMN PRE -F B W OD FLUTED t1 � w < -- — SECTION SYMBOL 4 DIREC ION ` n� \ OL 4UAT FOOTING\SCHEDULE MARK SIZE \STEEL A/C COMPRESSORS ® 24" W, X 14" D. 3 0115 BARS MONO, O SHALL BE ON A 2 # 5\BARS MONO, © 24'8° 3 # 5 ARS PEDISTAL ® — — MONO. O 36" $0, X 14" D. - - - - -RAISED X14'8" � 8” W, X S" D, — EMERGENCYGENERATfZR I I LP. GAS (ih`OUR I i �pGR I 8 SHALL BE ON A I1 TON 1 TON I RAISED PEDISTAL (6' 6") GENERA R - - OMP!11 m //Mi�'I L�I.I — — — — — — — — 1 — — T LOEQUP im 1 FOUNDATION GENERAL -NOTE -5 BOTTOM IALL FOOTERS MUST BE MINIMUM 12" BELOW FINISH GRADE THE OUTER AAR OF ALL EXTERIOR LOAD BEARING FOOTERS SHALL BE CONTINUOUS ROUND CORNERS OR BY BENDING BAR WITH MINIMUM \ 3O" LAP EA DIRECTION \ ALL FOOTER RS SHALL HAVE MINIMUM 3" CONCRETE COVER WHERE \ THE CONCRE IS CAST AGAINST THE EARTH OR 11/2" WHERE THE CONCRETE IS RMED AND EXPOSED TO EITHER THE WEATHER OR EARTH \ ALL DOWEL SA SHALL HAVE A STANDARD SO DEGREE HOOK AND BE EMBEDDED INTO FOOTING. DOWEL BARS SHALL LAP VERTICAL \ WA FORCI BARS A MINIMUM OF 30" PLEASE N TIFY TH OFFICE PRIOR TO PROCEEDING WITH ANY WORK \ IF ANY DI REPA IES ARE FOUND \ BLOCK OUT I/2" AT LL EXTERIOR SWINGING DOORS \ NOTCH SLAB I/2" AT RGDS 4 014D. DEPRESS SLA AS R2UIRED FOR SHOWERS, FLOOR FINISHES, ETC. i N 8° X 16 ' CONC. BLOCK WALL 1 2" X 4" R 2" X 6" STUD WALL I@ 16" O/ (ST D GRADE LUMBER) i \ INTERIOR BEA ING WALL 2" X 4" OR 2" X 6 @ I O/C (STRUCTURAL \ GRADE LU BER) \ POURED C NC. VLOCK CELL W/ \ 1 # 5 BAR D WEU D TO FOOTING \� 8 HOOKED T BE M W/ GLEAN o r gY$o�J GDD G� c? a v � Q � 29 3D c� a o< � 09 =0 913 rmfl eD \ OUT �@ BOTT M \ S" X 16" COLD N13 0 c POURED 440 SOLID W/ 2 # 5 ARS DOWELED TO \ FOOTING # HO KED TO BEAM U/ CLEAN OUT 2 B TTO \ 45 DEG. CORNE COL MN BLOCK \ POURED SOLID W 2 # BARS DOWELED TO FOO INC HOOKED TO \ BEAM W/ CLEAN O T �@ VTTOM �OURED CORNER C LU W/ 4 # 5 ►_- $\# 2 TIES e 12" O/C 16"\X 16° CONIC, BLOC, PE ESTAL W/ IL OF,16 �OUND CONC, BLO K C LUMN Z PO RED SOLID U/ 6 # 5 # 3 SESa� 24" _ \ CA) INTERIOR COLUMN PRE -F B W OD FLUTED t1 � w < -- — SECTION SYMBOL 4 DIREC ION ` n� \ OL 4UAT FOOTING\SCHEDULE MARK SIZE \STEEL REMARKS ® 24" W, X 14" D. 3 0115 BARS MONO, O 16" W, X 14" D. 2 # 5\BARS MONO, © -T 3 # 5 ARS MONO, W/CURB ® 16" W, X 14" D, 3 # 5 B S MONO. O 36" $0, X 14" D. #„5 BARS Q8 EA, WAY {2'10" O 8” W, X S" D, - -- --" - - --- I1 — — — — — — — — 1 — — T LOEQUP im 1( b FFE N 1/III W05E5I55 E IPENT ALCOVE UM fr OO --IOOO III(1{ P.S.I. ESS AS L I112'6 Ar ORHOSE (3000 CONCREE ELE00 N- --� 4" THICK CONC. SLAB Wf b" X 6" 10/10 W,WF, OI ®� OR FIBER MESH OVER VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE 10'4" 4'0" 4'9" Ao 4'0" mN=rm TREATED 501E (1500 PSF. SOIL) W P N \ IBB - 11 POOL EQUIPMENT < I SHALL BE ON A -OI �-- RAISED PEDISTAL 6- 3'8M 2 -�O`O :INI \r>� 3'0,X-b'B"— Xb8" P 9\11\\\; Y$a�t�_aOP+ ❑C ❑III(I O_ \ — — 4 STEP DOWN N— ((1i� Jl HOSE BIBS IIIE — — — LU/14 SLOP III(1 LOPE SLOP ®O 'O" 14'0" 238" NO PAVERS S GAR GA G AR PO D Lg V— C TERRACE GE b'-2" FFE ' FFE.Jz 00 P.S.I. CONCRETE) 6'2" F 4" THICK CONC. SLAB WF I\IjI{ OR FIBER MESH OVER VAPOR BARRIEROVER * CLEAN, COMPACTED, TERMITE TREATED SOIL (2500 PSFSOI 4 STEP 4" STEP II 0 DOWN DONF (3000 PS1, CONCRETE) I ST-peB INTO CONC,4" THICK 6 I. OR FIBER MESH OVER VAPOR BA PIER P OL OVER CLEAN, COMPACTED, TERMI DE K -O -DRAIN TREATED SOIL (2500 PSF, SOIL) W( EN M- NO FTGoI C . RELIEF JDSLOPE lII SLOPE Sr11 _O-° � 23'8' — SLOP . 2'2'4" STEP 2 2' " ,I (a ' cp _ 1 EXTERIOR HOSE BIBB DOWN O R3.0 -G- 12'4"STEP 58" p D DOWN — T ERRAC " 3'0 X'6'8 "-6-b 4" TEP DOWN „- OYER PSI, CONCREEW F, EOS. F 4" THICK CONC. SLAB FIBER MESH OVER VAPOR BAR IER . CONCRETE)OR OVER CLEAN, COMPACTED, TERMITE4' THICK CONC, SLAB W/ b X 6 10/10 WWF OR FIBER MESH OVER VAPOR BARRIERTREATED v 1 ' SOIL (2500 PSF. SOIL) OVER CLEAN, COMPACTED, TERMITE °D °' d1 L1E TREATED SOIL (2500 PSF. SOIL) I HOSE B B �' I— ® — — — — -- — — — — — — — - - as \ \ }'6" 5'3" b'O" ®r) ENTRY b'8" 4 O STEP C ®I -,c, - ---------------- �'Qi' B'S"(o'Z„! 13'4” s [;TEPP N f STON FAVERS a Or 1 �- — — — — 1777 1771 -0 0 1 FOUNDATION GENERAL -NOTE -5 BOTTOM IALL FOOTERS MUST BE MINIMUM 12" BELOW FINISH GRADE THE OUTER AAR OF ALL EXTERIOR LOAD BEARING FOOTERS SHALL BE CONTINUOUS ROUND CORNERS OR BY BENDING BAR WITH MINIMUM \ 3O" LAP EA DIRECTION \ ALL FOOTER RS SHALL HAVE MINIMUM 3" CONCRETE COVER WHERE \ THE CONCRE IS CAST AGAINST THE EARTH OR 11/2" WHERE THE CONCRETE IS RMED AND EXPOSED TO EITHER THE WEATHER OR EARTH \ ALL DOWEL SA SHALL HAVE A STANDARD SO DEGREE HOOK AND BE EMBEDDED INTO FOOTING. DOWEL BARS SHALL LAP VERTICAL \ WA FORCI BARS A MINIMUM OF 30" PLEASE N TIFY TH OFFICE PRIOR TO PROCEEDING WITH ANY WORK \ IF ANY DI REPA IES ARE FOUND \ BLOCK OUT I/2" AT LL EXTERIOR SWINGING DOORS \ NOTCH SLAB I/2" AT RGDS 4 014D. DEPRESS SLA AS R2UIRED FOR SHOWERS, FLOOR FINISHES, ETC. i N 8° X 16 ' CONC. BLOCK WALL 1 2" X 4" R 2" X 6" STUD WALL I@ 16" O/ (ST D GRADE LUMBER) i \ INTERIOR BEA ING WALL 2" X 4" OR 2" X 6 @ I O/C (STRUCTURAL \ GRADE LU BER) \ POURED C NC. VLOCK CELL W/ \ 1 # 5 BAR D WEU D TO FOOTING \� 8 HOOKED T BE M W/ GLEAN o r gY$o�J GDD G� c? a v � Q � 29 3D c� a o< � 09 =0 913 rmfl eD \ OUT �@ BOTT M \ S" X 16" COLD N13 0 c POURED 440 SOLID W/ 2 # 5 ARS DOWELED TO \ FOOTING # HO KED TO BEAM U/ CLEAN OUT 2 B TTO \ 45 DEG. CORNE COL MN BLOCK \ POURED SOLID W 2 # BARS DOWELED TO FOO INC HOOKED TO \ BEAM W/ CLEAN O T �@ VTTOM �OURED CORNER C LU W/ 4 # 5 ►_- $\# 2 TIES e 12" O/C 16"\X 16° CONIC, BLOC, PE ESTAL W/ IL OF,16 �OUND CONC, BLO K C LUMN Z PO RED SOLID U/ 6 # 5 # 3 SESa� 24" _ \ CA) INTERIOR COLUMN PRE -F B W OD FLUTED t1 � w < -- — SECTION SYMBOL 4 DIREC ION ` n� \ OL 4UAT FOOTING\SCHEDULE MARK SIZE \STEEL REMARKS ® 24" W, X 14" D. 3 0115 BARS MONO, O 16" W, X 14" D. 2 # 5\BARS MONO, © 24" W, X 14" D. 3 # 5 ARS MONO, W/CURB ® 16" W, X 14" D, 3 # 5 B S MONO. O 36" $0, X 14" D. #„5 BARS Q8 EA, WAY COLUMN FTG. O 8” W, X S" D, 10 5 BAR dtdlllomm \ � 18150 \ `4 MAR 2 O \®dpi �m�a po OF NINETEEN 41 U @ , \ POC�JOO QL•E X369 � • �bg i U- 1 1 � dtdlllomm \ � 18150 \ `4 MAR 2 O \®dpi �m�a po OF NINETEEN 41 U @ , \ POC�JOO QL•E X369 � • �bg i