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13-474R (3)-001I I; Ia � Ij IM "1 J "o SOIL STATEMENT UPON VISUAL INSPECTION, IT HAS BEEN DETERMINED THAT THE EXISTING SOIL CONSISTS OF UNDISTURBED SAND AND ROCK WITH A MINIMUM BEARING CAPACITY OF 2,000 P.S.F. AT THE TIME OF CONSTRUCTION, ARCHITECT OR ENGINEER SHALL SUBMIT A BUILDING OFFICIAL LETTER STATING THAT THE OBSERVED FOUNDATION ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. CONTRACTOR SHALL NOT PROCEED UNTIL EXISTING SUPPOSED CONDITIONS HAVE BEEN VERIFIED, COMPACTION UNDER CONC. SLAB SHALL BE A MIN. OF 95% OF THE MAX. DENSITY AS OBTAINED BY THE MODIFIED PROCTOR TEST (ASTM D -1557) TERMITE PROTECTION AS PER F.B.C. 2004 105.10 CERTIFICATE OF PROTECTIVE TREATMENT FOR PREVENTION OF TERMITES. A WEATHER - RESISTANT JOB -SITE POSTING BOARD SHALL BE PROVIDED TO RECEIVE DUPLICATE TREATMENT CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED, PROMDING A COPY FOR THE PERSON THE PERMIT IS ISSUED TO AND ANOTHER COPY FOR THE BUILDING PERMIT FILES. THE TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED, IDENTITY OF THE APPLICATOR, TIME AND DATE OF THE TREATMENT, SITE LOCATION, AREA TREATED, CHEMICAL USED, IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. 105.11 NOTICE OF TERMITE PROTECTION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL 1 h5 IN CONC. FILLED CELLS PROMDE DOWELS AT FOOTING & EXTEND TOP OF BAR 8" INTO CONC. TIE -� SEAM ABOVE & 6" HOOK SEE PLAN & TIE DOWN DETAIL EXISTING "NEW / EXISTING FLOOR SYSTEM 4" CONC. SLAB ON WELL COMPACTED F111 RFJNF. W/ 6x6 WI.4xWl.4 W.W.F. (TYPICAL) FINISH FLOORa:EO' -O" VAPOR BARRIER (6 MIL) III rM --SIDE PAINTED WITH CONCRETE BONDING v 1 tiff tfr, j111'\j` t ti11 WF -30 W/2 # 5 CONTINOUOS & # 5 X 12- @ 12" D.C. NEW PARTIAL FOOTING �'O DRY HOLE W/ #5 EMBEMENT 6" MIN. FO l.J TING W F•-� 3 (� IT FILL WITH EPDXY ®16" O.C. SCAL AE J " =1' -0" �f CRETE CELL FILL 4" CONCRETE SLAB REINFORCE W/ 6 "X6" # 1.4 X 1.4 W.W. M. OVER 6 MIL VAPOR BARRIER OVER WELL COMPACTED CLEAN FILL 95 % MAX. DRY DENSITY F.F.EELV. ±O' -0" APOR BARRIER (6 MIL) t ui a "ir i Iw - =trKE: C WELL LL� Z n�n�r�i Ir'�' -'ll 9111 II(�tl • 1=11 9111 19"9 j II 9111 cl 1„1;11 . 911r�1 : . iu�'aTi`1111= �11rJ' il' "' IIEII li. L 1'--6" L CROSS SECTION FOOTING FW -18 3 -2X12 Ylnnn nrAll 12 "X8 "XV STEEL EEND W/ 3 -2X12 WOOD BEAM 4 -DIA 5" THRU BOLTS W/ WASHERS & 0 0 O °" `3 -2x3 PT BEAM J WOOD '_n' ANII CORROSIVE " TREATMENT 1 4 CONC. SLAB I t14 14 -in �I 11 l„I II�T�I I iml 4'X4'X12 "CONC. FOOTING W/5#5 EACH WAYI FILLET WELD ALL AROUND S1L COL 4 "X4 "XX "STEEL COLUMN CONTROL JOINT /'- AROUND COLUMN { ISOMETRIC Y nY nag arccL wwmiv 1 u F `d y qr " --SEE NOTE OF FOUNDATION LEVEL NOTE: FOUNDATIONS HAVE AT LEAST 6 FOOT OF DEPTH IN THE POOL AREA. wF -18 _ oa 1 U-) 41 ® POOL 8c DECK PO 5-8" 5" 12' 3" (BY OTHERS) - b - Q o° 4 CONCRETE SLAB REINFORCE W/ 6 "X6" # 1.4 X 1.4 W.W. M. OVER 6 MIL VAPOR BARRIER OVER WELL COMPACTED CLEAN EE OT F UN T10 4'X X3/8' STEEL COLUMN 4 X - - / z /Z ® 12' -4" SEE NOTE OF FOUNDATION ¢ 4 4 . 2' -4" 2 '--4" � � LEVEL —� 4' -0" 4'X4'X12" CONC. FOOTING 4' " - W/5 #5 EDGE WAY 4" CONCRETE SLAB REINFORCE W/ 6 "X6" 1 C, 00 # 1.4 X 1.4 W.W. M. OVER 6 MIL VAPOR BARRIER OVER WELL COMPACTED CLEAN L44 E SLAB RE]NFORCE W/ 6 "X6" 9 M W.W. M. OVER 6 MIL VAPOR R r 2' -4" 8' -8" 2' -4" 2' -6" ty 12' -8" 4 "X4 "X3/8" STEEL COLUMN 7" WF -18 ¢ 3 " HIGH WALL UNDER COUNTER_� Ll A Q a2 4' o2 1 i _011 +n'-n" -- 4" CONCRETE SLAB REINFORCE W/ # 1.4 X 1.4 W.W. M. OVER 6 MIL V/ OR N i BARRIER OVER WELL COMPACTED CLEAN 34" HIGH WALL UNDER COUNTER -4")4"3/8' STEEL COLUMN Lo 6' -0" 8" 4 "x4 "04" STEEL COLUMN WF -18 L 4_1 ® ® ® ® MI I I I Iffil I _ I I I I I I I I I I I 111 ® o 8 "X12 "XY" STEEL PL. 5 BOLTS THROUGH 2X12 WOOD BEAM 8 "X12 "X5j "Xj" STEEL BRACKET W /4 -j "DIAM THRU -BOLTS 4 "X4 "XrSTEEL COLUMN (GROUTED SOLID) 12X12XY4"STEEL PLATE W /4- j "OANCHOR BOLT W/WASHER & NUTS STEEL BRACKET DETAIL 1 (TYP) 12 "X12' X %4" BOTTOM STEEL PLATE 4' -b 4- "0 ANCHOR BOLT Wj WASHER AND NUTS r(4) - "f0 ANCHOR BOLTS 6 " -8" (, MIN. EMBEDMENT IN CONCRETE CROSS SECTION FOOTING 4 "X4 "X% "THICK STEEL COLUMN STEEL COLUMN © WELDED TO BOTTOM PLATE o SCALE 3'4 " =1' -0" 0 0 "X3/8" STEEL COLUMN "C -1" `SEE NOTE OF FOUNDATION LEVEL - 4'X4'X12" CONC. FOOTING W/5 #5 EDGE WAY "X4 "X3/8" STEEL COLUMN "C -1" ,4'X12" CONC. FOOTING W/5 #5 EDGE WAY "X3/8" STEEL COLUMN "C -1" STEEL BOTTOM PLATE DETAIL (TYP) F \x I UJL_U , " 1-0" FL N E 10MVI ���1�� ■l�J�l 'X4'X12" CONC. FOOTING W/5 #5 EDGE WAY a U U U U U U U U U J V U V rl U V u J V FTC.'" u U u I V V u v u uU Uu u V U V V U U U U V V 0 u u o u r r.44 � ' Lq U U U V 1. V u r' LL_ U UU UU V to � �i -4 _ (/ � z LIJ � Lo - Z ¢ � N V) Li Q J `� L f U<LLJ< U J Lr_ Q Q I-- �' 1��0 N W W , a w z ac or LL 0 c , W Ic z Wx W 0 L �J LLI `a o 0Zw Lu 0 V) _ wa:C) z z wZ Q<� �w� P® j Zap r/ j `A4E rfffff� Z ° � a 2) 10 � r W (A 0 f.? z � ' LLI 0 �4p u ij Cl Z Ify-i 9�? !,W, W W W REV. 07/22 — 2013 Project No. a Date: APRIL — 2013 Drawn By: D.S.M. f4 Approved By: F.G.P. ��I11111111fffrr p�NA rrr�r a:: uj ; p, u'' .� 4. r._ r�fff11111111 � ,. 1 WF -30 W/2 # 5 CONTINOUOS & # 5 X 12- @ 12" D.C. NEW PARTIAL FOOTING �'O DRY HOLE W/ #5 EMBEMENT 6" MIN. FO l.J TING W F•-� 3 (� IT FILL WITH EPDXY ®16" O.C. SCAL AE J " =1' -0" �f CRETE CELL FILL 4" CONCRETE SLAB REINFORCE W/ 6 "X6" # 1.4 X 1.4 W.W. M. OVER 6 MIL VAPOR BARRIER OVER WELL COMPACTED CLEAN FILL 95 % MAX. DRY DENSITY F.F.EELV. ±O' -0" APOR BARRIER (6 MIL) t ui a "ir i Iw - =trKE: C WELL LL� Z n�n�r�i Ir'�' -'ll 9111 II(�tl • 1=11 9111 19"9 j II 9111 cl 1„1;11 . 911r�1 : . iu�'aTi`1111= �11rJ' il' "' IIEII li. L 1'--6" L CROSS SECTION FOOTING FW -18 3 -2X12 Ylnnn nrAll 12 "X8 "XV STEEL EEND W/ 3 -2X12 WOOD BEAM 4 -DIA 5" THRU BOLTS W/ WASHERS & 0 0 O °" `3 -2x3 PT BEAM J WOOD '_n' ANII CORROSIVE " TREATMENT 1 4 CONC. SLAB I t14 14 -in �I 11 l„I II�T�I I iml 4'X4'X12 "CONC. FOOTING W/5#5 EACH WAYI FILLET WELD ALL AROUND S1L COL 4 "X4 "XX "STEEL COLUMN CONTROL JOINT /'- AROUND COLUMN { ISOMETRIC Y nY nag arccL wwmiv 1 u F `d y qr " --SEE NOTE OF FOUNDATION LEVEL NOTE: FOUNDATIONS HAVE AT LEAST 6 FOOT OF DEPTH IN THE POOL AREA. wF -18 _ oa 1 U-) 41 ® POOL 8c DECK PO 5-8" 5" 12' 3" (BY OTHERS) - b - Q o° 4 CONCRETE SLAB REINFORCE W/ 6 "X6" # 1.4 X 1.4 W.W. M. OVER 6 MIL VAPOR BARRIER OVER WELL COMPACTED CLEAN EE OT F UN T10 4'X X3/8' STEEL COLUMN 4 X - - / z /Z ® 12' -4" SEE NOTE OF FOUNDATION ¢ 4 4 . 2' -4" 2 '--4" � � LEVEL —� 4' -0" 4'X4'X12" CONC. FOOTING 4' " - W/5 #5 EDGE WAY 4" CONCRETE SLAB REINFORCE W/ 6 "X6" 1 C, 00 # 1.4 X 1.4 W.W. M. OVER 6 MIL VAPOR BARRIER OVER WELL COMPACTED CLEAN L44 E SLAB RE]NFORCE W/ 6 "X6" 9 M W.W. M. OVER 6 MIL VAPOR R r 2' -4" 8' -8" 2' -4" 2' -6" ty 12' -8" 4 "X4 "X3/8" STEEL COLUMN 7" WF -18 ¢ 3 " HIGH WALL UNDER COUNTER_� Ll A Q a2 4' o2 1 i _011 +n'-n" -- 4" CONCRETE SLAB REINFORCE W/ # 1.4 X 1.4 W.W. M. OVER 6 MIL V/ OR N i BARRIER OVER WELL COMPACTED CLEAN 34" HIGH WALL UNDER COUNTER -4")4"3/8' STEEL COLUMN Lo 6' -0" 8" 4 "x4 "04" STEEL COLUMN WF -18 L 4_1 ® ® ® ® MI I I I Iffil I _ I I I I I I I I I I I 111 ® o 8 "X12 "XY" STEEL PL. 5 BOLTS THROUGH 2X12 WOOD BEAM 8 "X12 "X5j "Xj" STEEL BRACKET W /4 -j "DIAM THRU -BOLTS 4 "X4 "XrSTEEL COLUMN (GROUTED SOLID) 12X12XY4"STEEL PLATE W /4- j "OANCHOR BOLT W/WASHER & NUTS STEEL BRACKET DETAIL 1 (TYP) 12 "X12' X %4" BOTTOM STEEL PLATE 4' -b 4- "0 ANCHOR BOLT Wj WASHER AND NUTS r(4) - "f0 ANCHOR BOLTS 6 " -8" (, MIN. EMBEDMENT IN CONCRETE CROSS SECTION FOOTING 4 "X4 "X% "THICK STEEL COLUMN STEEL COLUMN © WELDED TO BOTTOM PLATE o SCALE 3'4 " =1' -0" 0 0 "X3/8" STEEL COLUMN "C -1" `SEE NOTE OF FOUNDATION LEVEL - 4'X4'X12" CONC. FOOTING W/5 #5 EDGE WAY "X4 "X3/8" STEEL COLUMN "C -1" ,4'X12" CONC. FOOTING W/5 #5 EDGE WAY "X3/8" STEEL COLUMN "C -1" STEEL BOTTOM PLATE DETAIL (TYP) F \x I UJL_U , " 1-0" FL N E 10MVI ���1�� ■l�J�l 'X4'X12" CONC. FOOTING W/5 #5 EDGE WAY a U U U U U U U U U J V U V rl U V u J V FTC.'" u U u I V V u v u uU Uu u V U V V U U U U V V 0 u u o u r r.44 � ' Lq U U U V 1. V u r' LL_ U UU UU V to � �i -4 _ (/ � z LIJ � Lo - Z ¢ � N V) Li Q J `� L f U<LLJ< U J Lr_ Q Q I-- �' 1��0 N W W , a w z ac or LL 0 c , W Ic z Wx W 0 L �J LLI `a o 0Zw Lu 0 V) _ wa:C) z z wZ Q<� �w� P® j Zap r/ j `A4E rfffff� Z ° � a 2) 10 � r W (A 0 f.? z � ' LLI 0 �4p u ij Cl Z Ify-i 9�? !,W, W W W REV. 07/22 — 2013 Project No. a Date: APRIL — 2013 Drawn By: D.S.M. f4 Approved By: F.G.P. ��I11111111fffrr p�NA rrr�r a:: uj ; p, u'' .� 4. r._ r�fff11111111 � ,. 1 8 "X12 "XY" STEEL PL. 5 BOLTS THROUGH 2X12 WOOD BEAM 8 "X12 "X5j "Xj" STEEL BRACKET W /4 -j "DIAM THRU -BOLTS 4 "X4 "XrSTEEL COLUMN (GROUTED SOLID) 12X12XY4"STEEL PLATE W /4- j "OANCHOR BOLT W/WASHER & NUTS STEEL BRACKET DETAIL 1 (TYP) 12 "X12' X %4" BOTTOM STEEL PLATE 4' -b 4- "0 ANCHOR BOLT Wj WASHER AND NUTS r(4) - "f0 ANCHOR BOLTS 6 " -8" (, MIN. EMBEDMENT IN CONCRETE CROSS SECTION FOOTING 4 "X4 "X% "THICK STEEL COLUMN STEEL COLUMN © WELDED TO BOTTOM PLATE o SCALE 3'4 " =1' -0" 0 0 "X3/8" STEEL COLUMN "C -1" `SEE NOTE OF FOUNDATION LEVEL - 4'X4'X12" CONC. FOOTING W/5 #5 EDGE WAY "X4 "X3/8" STEEL COLUMN "C -1" ,4'X12" CONC. FOOTING W/5 #5 EDGE WAY "X3/8" STEEL COLUMN "C -1" STEEL BOTTOM PLATE DETAIL (TYP) F \x I UJL_U , " 1-0" FL N E 10MVI ���1�� ■l�J�l 'X4'X12" CONC. FOOTING W/5 #5 EDGE WAY a U U U U U U U U U J V U V rl U V u J V FTC.'" u U u I V V u v u uU Uu u V U V V U U U U V V 0 u u o u r r.44 � ' Lq U U U V 1. V u r' LL_ U UU UU V to � �i -4 _ (/ � z LIJ � Lo - Z ¢ � N V) Li Q J `� L f U<LLJ< U J Lr_ Q Q I-- �' 1��0 N W W , a w z ac or LL 0 c , W Ic z Wx W 0 L �J LLI `a o 0Zw Lu 0 V) _ wa:C) z z wZ Q<� �w� P® j Zap r/ j `A4E rfffff� Z ° � a 2) 10 � r W (A 0 f.? z � ' LLI 0 �4p u ij Cl Z Ify-i 9�? !,W, W W W REV. 07/22 — 2013 Project No. a Date: APRIL — 2013 Drawn By: D.S.M. f4 Approved By: F.G.P. ��I11111111fffrr p�NA rrr�r a:: uj ; p, u'' .� 4. r._ r�fff11111111 � ,. 1