The URL can be used to link to this page

Home My WebLink About2769-26FOUNDATION PLAN 04 TIES r-1 * 810C -NIN log' -9" 611-791 40'-8" T-6" 48'-o" 5'-4" 8'-3 5'-4" 14'-0 po 149-0" 50-4" 6 91-91f 91-61) 91-601 9'-6" 9'-9" 2'-2" 5-01* 40-9" 41-911 41-91' 41-9'0 40-9" 3,40-991 49-9s' 4'-9'9 59-01) 175$-419 2 3-r1 VE 181WIDE X 24' EP CON:: AGR. SM. W1 2-V1 CONT EA END TOP 4 BOT 2 VERT 2-% VERT EA END F EA END - - - - ------ - 4X6IIZZZZ�, �41CW �4 EA END EA X& I HP2A WP2A H02A 2A L- -J HP5 rp 4-V7 VERT 41 OF CORANULAR MATERIAL 6-2 1 3 -01 VERT 4 128WIDE X�1810EEP% X& PO CONT FT6, W1 ?-+'5 4@CONC! MAX A40 PARTICLE $12 \#-Y ST 2 COV`lsFWj:> BY 10 MIL TOP C ,; 4 sOT c I CONT SEE 001t�cl 24'WkPE X 3(b DEEP cow; VAPOR BARRIER 12'-VLONG COVERED BY 2' "NO 4X& .......... .. GiR. EK W14-08 CONT : 4X& &x& [ 1 4X& 4X& 2A X 24'Tl4ipK PAD; SOT coVEREo BY 49 SLAB W1 4X& 14D6A il-106A HP& �A !4 SOT HDbA 0 b -S LOW4 TOP, 03 IblOC EACH WAY 04 0 1&lOC\7"V Top 4 MOT U6� -------r--r 4X& I 12 Q3 2 3,� HDSA r12 2 —jjjL 2X8 STUDS IblOC IT -7 1 F 61 L 12' ;:fT81x1 L )WVI &Xb MOM bA ' 2'-SWDE X 24' T X 20--0-LOW-s FTs3 IW/ SA 6-2 D 2-4S CONT TOP 41 IAOT 20 TS1X1:x1"WC-0L- CURB 4>% y H02A . . . . . . . . . . . . . . . -X A.%p0t- -I F &X6 i 6X6 4X 1 41 OF CUIRANJI-AR MATERIAL 1 -7 2X8 STUDS 1620C . -9 W02A MAX A/4- PARTICLE SIZE) W02A d COVERED BY 10 MIL VAPOR BARRIER L,2) IS' T41CK COVERED 15Y 2' SAND 61 4 rom vws&�&. q - L I& Woe x we om# =Nc 4X& .,CONT IF% W1 2-«5 CONT COVERED BY 41 $LAS W1 CI Woe IBM W1 2 - CONT HDbA TOP 4 5 PT L -J 03 a 1980C EACH WAY TOP 4 50T 12 r-2) I 13A YP \Xb POST SI 0 SLI 2XS STUDS • 1610r, I I D X& 4>% 4>% ir W X/d`-�'O-Lows x SA_ Ix 24'THICK PAD \W1 -J I L 1- 115-05 LOISIG,'TOP 4 60T \- �6,5a;- 104 0 18,06 TRANSV 4 4' OF GRANULAR MATERIAL 4XIO J -4- I I (MAX 3i4' PARTICLE SIZE) HDI�A 24 -POE X 36 -DEEP, C-ONCI COVERED 13Y 10 giAPOR BARRIER lEWL 14-08_,L.424' �,-24'W[;� COVERED BY 21 AND X 24744K 4-01 VERT TS'1X'IX14 X 20-� O'LOW3 FTC% r3 A END COVERED BY a'. SLAB W/ 03 1810C EACH WAY CONT TOP 4 4N I W/ 1 -is C ��SPT I - 4-01 VERT C4 � I I I I // EA END X6 4 A &X( -J L T631004X'40011 A 4X& - r -I r I HOSA_j 4A (P L &X6 WIPE X 16 EP FTG 31-0060 X 189TWI PAD.-/ 14 11 WDICA W1 2-45 4 BOT W1 3-04 EACH WAY EA END EA END L,2)4 I -*1 V`ER-T SA END 181WIDE X 24' EP GR SM. W1 2-01 CONT TOP 4 SOT 8;. 8zb L&B" r9 V-0" 5s -8y' . :,-88 12'-10" 13'-2" 10'-0l 12'-0" 13f-711 5$-4" 14'-0" 14'-0 51-41' 269-011 35'-7" 40'-8 7'-6" 9t 109'-9" 2 00 EDGE Immi 4 DESCRIPTION NAILING ANCHORA6�15 fib' PLYWOOD ed 0 bloc 34'DIA X 12' AJ5OLT ON ONE SIDEO 0 40'OC 46, PLYWOOD W a 4'OC 84101A X 12' A23OLT in 0 48*OC 46, PLYWOOD zle 4/4TNA X 12, ASOLT ON ONE SIDE 3250C 12' PLYWOOD Jr A/4101A X 121 AZOLT C11 ON ONE SIDE a 3210C 00 I ad 310C -4,41-01A X 12- A.SOLT - 00 ON 50TI4 51PI555 r 0 IWCPC I cO CX) -3 r 2 Co FOUNDATION PLAN 04 TIES r-1 * 810C -NIN log' -9" 611-791 40'-8" T-6" 48'-o" 5'-4" 8'-3 5'-4" 14'-0 po 149-0" 50-4" 6 91-91f 91-61) 91-601 9'-6" 9'-9" 2'-2" 5-01* 40-9" 41-911 41-91' 41-9'0 40-9" 3,40-991 49-9s' 4'-9'9 59-01) 175$-419 2 3-r1 VE 181WIDE X 24' EP CON:: AGR. SM. W1 2-V1 CONT EA END TOP 4 BOT 2 VERT 2-% VERT EA END F EA END - - - - ------ - 4X6IIZZZZ�, �41CW �4 EA END EA X& I HP2A WP2A H02A 2A L- -J HP5 rp 4-V7 VERT 41 OF CORANULAR MATERIAL 6-2 1 3 -01 VERT 4 128WIDE X�1810EEP% X& PO CONT FT6, W1 ?-+'5 4@CONC! MAX A40 PARTICLE $12 \#-Y ST 2 COV`lsFWj:> BY 10 MIL TOP C ,; 4 sOT c I CONT SEE 001t�cl 24'WkPE X 3(b DEEP cow; VAPOR BARRIER 12'-VLONG COVERED BY 2' "NO 4X& .......... .. GiR. EK W14-08 CONT : 4X& &x& [ 1 4X& 4X& 2A X 24'Tl4ipK PAD; SOT coVEREo BY 49 SLAB W1 4X& 14D6A il-106A HP& �A !4 SOT HDbA 0 b -S LOW4 TOP, 03 IblOC EACH WAY 04 0 1&lOC\7"V Top 4 MOT U6� -------r--r 4X& I 12 Q3 2 3,� HDSA r12 2 —jjjL 2X8 STUDS IblOC IT -7 1 F 61 L 12' ;:fT81x1 L )WVI &Xb MOM bA ' 2'-SWDE X 24' T X 20--0-LOW-s FTs3 IW/ SA 6-2 D 2-4S CONT TOP 41 IAOT 20 TS1X1:x1"WC-0L- CURB 4>% y H02A . . . . . . . . . . . . . . . -X A.%p0t- -I F &X6 i 6X6 4X 1 41 OF CUIRANJI-AR MATERIAL 1 -7 2X8 STUDS 1620C . -9 W02A MAX A/4- PARTICLE SIZE) W02A d COVERED BY 10 MIL VAPOR BARRIER L,2) IS' T41CK COVERED 15Y 2' SAND 61 4 rom vws&�&. q - L I& Woe x we om# =Nc 4X& .,CONT IF% W1 2-«5 CONT COVERED BY 41 $LAS W1 CI Woe IBM W1 2 - CONT HDbA TOP 4 5 PT L -J 03 a 1980C EACH WAY TOP 4 50T 12 r-2) I 13A YP \Xb POST SI 0 SLI 2XS STUDS • 1610r, I I D X& 4>% 4>% ir W X/d`-�'O-Lows x SA_ Ix 24'THICK PAD \W1 -J I L 1- 115-05 LOISIG,'TOP 4 60T \- �6,5a;- 104 0 18,06 TRANSV 4 4' OF GRANULAR MATERIAL 4XIO J -4- I I (MAX 3i4' PARTICLE SIZE) HDI�A 24 -POE X 36 -DEEP, C-ONCI COVERED 13Y 10 giAPOR BARRIER lEWL 14-08_,L.424' �,-24'W[;� COVERED BY 21 AND X 24744K 4-01 VERT TS'1X'IX14 X 20-� O'LOW3 FTC% r3 A END COVERED BY a'. SLAB W/ 03 1810C EACH WAY CONT TOP 4 4N I W/ 1 -is C ��SPT I - 4-01 VERT C4 � I I I I // EA END X6 4 A &X( -J L T631004X'40011 A 4X& - r -I r I HOSA_j 4A (P L &X6 WIPE X 16 EP FTG 31-0060 X 189TWI PAD.-/ 14 11 WDICA W1 2-45 4 BOT W1 3-04 EACH WAY EA END EA END L,2)4 I -*1 V`ER-T SA END 181WIDE X 24' EP GR SM. W1 2-01 CONT TOP 4 SOT 8;. 8zb L&B" r9 V-0" 5s -8y' . :,-88 12'-10" 13'-2" 10'-0l 12'-0" 13f-711 5$-4" 14'-0" 14'-0 51-41' 269-011 35'-7" 40'-8 7'-6" 9t 109'-9" 3-01 VERT 2'-8. EXTERIOR. L 04 TIES E3 0 16 loc..., .3-01 DOWELS CIA ---4- 4--J L4- 1•4 18' X 24' C-ONC Is, 01 GRADE BEAM SEE DETq) 241 7 -CMU PIER >-3-01 VERT 2-05 VERT EA FACE 3-01 DOWELS APPARATUS ROOM 2 -*5 VOWELS SANDSLAST CLEAN ALL JOINTS TYP 314' RADIUS IVOC • TOP 4 130T — 5-05 TOP 4 SOT —24' X 36, CONC 31-61 GRADE BEAM SEE DET(5 1/2' - 1'-0` 4 DOWELS X 10-08LOISIG 0 24@OC AT WALL a' CMU WALL BEYOND 45 * 2460r, AWAY IV CMU WALL BEYOND T BEYOND W1 �.'' Ies VERTVERT* I&= ; EA FACE 4 05 WORIZ j 0 24'OC EA F BEYOND AT SA DOWELS SAME AS WALL VERT REINF <1 F'I —5/0 RADIUS �-j BEYOND BEYOND W- �-2-v1 CONT TOP 4 SOT 4-06 CONT �-TOP 4 SOT a7 03 TIES 0 12'OC-/ 04 TIES 0 12.00,-/ 24' O SANDBLAST CLEAN - ALL JOINT$ TYP 12' CMU WALL W1 45 a 2450r, EACH WAY EACH FACE EDGE Immi WALL DESCRIPTION NAILING ANCHORA6�15 fib' PLYWOOD ed 0 bloc 34'DIA X 12' AJ5OLT ON ONE SIDEO 0 40'OC 46, PLYWOOD W a 4'OC 84101A X 12' A23OLT ON ONE SIDE 0 48*OC 46, PLYWOOD zle 4/4TNA X 12, ASOLT ON ONE SIDE 3250C 12' PLYWOOD 10d • 360C 3-01 VERT 2'-8. EXTERIOR. L 04 TIES E3 0 16 loc..., .3-01 DOWELS CIA ---4- 4--J L4- 1•4 18' X 24' C-ONC Is, 01 GRADE BEAM SEE DETq) 241 7 -CMU PIER >-3-01 VERT 2-05 VERT EA FACE 3-01 DOWELS APPARATUS ROOM 2 -*5 VOWELS SANDSLAST CLEAN ALL JOINTS TYP 314' RADIUS IVOC • TOP 4 130T — 5-05 TOP 4 SOT —24' X 36, CONC 31-61 GRADE BEAM SEE DET(5 1/2' - 1'-0` 4 DOWELS X 10-08LOISIG 0 24@OC AT WALL a' CMU WALL BEYOND 45 * 2460r, AWAY IV CMU WALL BEYOND T BEYOND W1 �.'' Ies VERTVERT* I&= ; EA FACE 4 05 WORIZ j 0 24'OC EA F BEYOND AT SA DOWELS SAME AS WALL VERT REINF <1 F'I —5/0 RADIUS �-j BEYOND BEYOND W- �-2-v1 CONT TOP 4 SOT 4-06 CONT �-TOP 4 SOT a7 03 TIES 0 12'OC-/ 04 TIES 0 12.00,-/ 24' O SANDBLAST CLEAN - ALL JOINT$ TYP 12' CMU WALL W1 45 a 2450r, EACH WAY EACH FACE 1/8' =1'-0' 1 1 FOUNDATION NOTES 1. PRIOR TO POURING CONCRETE, THE FOUNDATION EXCAVATIONS $HALL BE INSPECTED BY THE IBUILDIWs DEPARTMENT INSPECTOR. 2. SEE ARCHITECTURAL DRAWINGS FOR ALL SITE UXVRK, 3. ALL SLEEVES BELOW FOOTINGS MUST 15E POURED -IN-PLACE PRIOR TO POURING SLAB. 4. FOR INTERIOR FLOOR SLAB SLOPE, FLOOR DRAINS, ETC. SEE ARCHITECTURAL DRAWINGS PRIOR TO POURING SLAB. rp. ALL ELECTRICAL PLUMBIh* AND OTHER UNDERGROUND WORK SHALL CONFORM TO DETAIL 6. STEP FOOTINGS AS REQUIRED AS PER DETAILS t" I'll �-I 1. NO WOOD OR STEEL STAKES SHALL 5E PERMITTED IN FOOTINGS 9. FOR FOUNDATION FORMING OF TRENCHES, SEE DETAIL S 1 S. CONTINUOUS PERIMETER CONCRETE FOOTINGS SHALL BE 12' WIDE AND HAVE 1-4% CONT. REINFORCING TOP AND BOTTOM TYPICAL U.N.O. 10, C INDICATES SHEAR WALL SEE SCHEDULE 11. HP EPA INDICATES HOLD DOWN ANCHOR SEE DETAIL 12. 1 INDICATES STEPPED FOOTING SEE DETAIL g i 13. ALL 14OLDOUN ANCHORS SHALL BE TIED IN PLACE PRIOR TO CALLING FOUNDATION INSPECTION. 14, w INDICATES 6' HIGH OJF436 SEE DETAILS 12' CMU WALL W1 SEE DETAIL 5HEAR WALL 5CHEDULE EDGE Immi WALL DESCRIPTION 1/8' =1'-0' 1 1 FOUNDATION NOTES 1. PRIOR TO POURING CONCRETE, THE FOUNDATION EXCAVATIONS $HALL BE INSPECTED BY THE IBUILDIWs DEPARTMENT INSPECTOR. 2. SEE ARCHITECTURAL DRAWINGS FOR ALL SITE UXVRK, 3. ALL SLEEVES BELOW FOOTINGS MUST 15E POURED -IN-PLACE PRIOR TO POURING SLAB. 4. FOR INTERIOR FLOOR SLAB SLOPE, FLOOR DRAINS, ETC. SEE ARCHITECTURAL DRAWINGS PRIOR TO POURING SLAB. rp. ALL ELECTRICAL PLUMBIh* AND OTHER UNDERGROUND WORK SHALL CONFORM TO DETAIL 6. STEP FOOTINGS AS REQUIRED AS PER DETAILS t" I'll �-I 1. NO WOOD OR STEEL STAKES SHALL 5E PERMITTED IN FOOTINGS 9. FOR FOUNDATION FORMING OF TRENCHES, SEE DETAIL S 1 S. CONTINUOUS PERIMETER CONCRETE FOOTINGS SHALL BE 12' WIDE AND HAVE 1-4% CONT. REINFORCING TOP AND BOTTOM TYPICAL U.N.O. 10, C INDICATES SHEAR WALL SEE SCHEDULE 11. HP EPA INDICATES HOLD DOWN ANCHOR SEE DETAIL 12. 1 INDICATES STEPPED FOOTING SEE DETAIL g i 13. ALL 14OLDOUN ANCHORS SHALL BE TIED IN PLACE PRIOR TO CALLING FOUNDATION INSPECTION. 14, w INDICATES 6' HIGH OJF436 SEE DETAILS 12' CMU WALL W1 SEE DETAIL 5HEAR WALL 5CHEDULE * pR0,ADE 3)< STUDS 0 1680C AT THIS SHEAR WALL * FIELD NAILING SHALL 15E SPACED 0 12 GOC -DOWELS SAME SIZE AND SPACING AS VERT REINF QAz RADIUS 3/4' RADIUS `Or -04 DOWELS 24 CONC. MOW STRIP OR r-04 DOWELS X rp E TER!%em LONG a 2410C ALK, WHERE OCCURS 36, CONC SLAB SEE ARCW'L DWGS. -s'CONC SLAS JL --- 2-w.7 CONT 2-w5 CONT >- TOP 4 BOT OP 4 SOT ee FOR REMAINDER SEE DETAIL 24' 24* V-0' 6 7 K NO I Virginia Dare Tower 1 0470 Foothill Blvd. Rancho Cu comongo California 9 17 3 0 - 3 7 5 4 t e 1 9 0 9 9 8 7 0 9 0 9 f a x 9 0 9 9 8 0 9 9 8 0 CONSULTANT cs KB. IZUNG & ASSOCIATES STRUCTURAL ZNGWZ= 9320 BASEUNE ROAD. SUITE D ALTA LOMA, CA 91701 (909) 9" - 0029 (909) 944 - 7983 FAX 51%N Z Gy Fy N . 1778 Exp. 6- 01 APPROVED JUL-1,101-2002 —I N - O DATE I BY IREMARKS I I I FOUNDATION DRAWN jw CHECKED K5L DATE AUGUST ISSS SCALE AS NOTED JOB NO. W-01-04 DETAILS EDGE WALL DESCRIPTION NAILING ANCHORA6�15 fib' PLYWOOD ed 0 bloc 34'DIA X 12' AJ5OLT ON ONE SIDEO 0 40'OC 46, PLYWOOD W a 4'OC 84101A X 12' A23OLT ON ONE SIDE 0 48*OC 46, PLYWOOD ad 0 310C 4/4TNA X 12, ASOLT ON ONE SIDE 3250C 12' PLYWOOD 10d • 360C A/4101A X 121 AZOLT ON ONE SIDE a 3210C 46, PLYWOOD ad 310C -4,41-01A X 12- A.SOLT ON 50TI4 51PI555 0 IWCPC I * pR0,ADE 3)< STUDS 0 1680C AT THIS SHEAR WALL * FIELD NAILING SHALL 15E SPACED 0 12 GOC -DOWELS SAME SIZE AND SPACING AS VERT REINF QAz RADIUS 3/4' RADIUS `Or -04 DOWELS 24 CONC. MOW STRIP OR r-04 DOWELS X rp E TER!%em LONG a 2410C ALK, WHERE OCCURS 36, CONC SLAB SEE ARCW'L DWGS. -s'CONC SLAS JL --- 2-w.7 CONT 2-w5 CONT >- TOP 4 BOT OP 4 SOT ee FOR REMAINDER SEE DETAIL 24' 24* V-0' 6 7 K NO I Virginia Dare Tower 1 0470 Foothill Blvd. Rancho Cu comongo California 9 17 3 0 - 3 7 5 4 t e 1 9 0 9 9 8 7 0 9 0 9 f a x 9 0 9 9 8 0 9 9 8 0 CONSULTANT cs KB. IZUNG & ASSOCIATES STRUCTURAL ZNGWZ= 9320 BASEUNE ROAD. SUITE D ALTA LOMA, CA 91701 (909) 9" - 0029 (909) 944 - 7983 FAX 51%N Z Gy Fy N . 1778 Exp. 6- 01 APPROVED JUL-1,101-2002 —I N - O DATE I BY IREMARKS I I I FOUNDATION DRAWN jw CHECKED K5L DATE AUGUST ISSS SCALE AS NOTED JOB NO. W-01-04 DETAILS