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HomeMy WebLinkAboutX2018-3420 - Alternative Material & MethodsI SYMBOLS LEGEND FOUNDATION NOTES PAD SCHEDULE SLAB EXISTING FOOTING 1, REFER TO STRUCTRURAL NOTE SHEET FOR MORE INFO. 8. SOIL ENGINEER SHALL VERIFY THE FOOTING AND SOIL COMPACTION " " " " 24 SQ.x24 DEEP W/(3) #5 48 SQ.x24 DEEP W/(6) #5 5" THICK CONCRETE MAT 2. REFER TO DETAIL 9/SD-1 & 6 SD2 FOR INSTALLATION OF PRIOR TO INSTALL THE REBARS. P1 P5 EACH WAY LOCATED @ TOP & BOTT. r 7T%�� HOLD-DOWNS. / / EACH WAY LOCATED @ TOP & BOTT. SLAB W/ #4 © 16"O.C. C. SLABS SHOULD BE UNDERLAIN BY 4 INCHES OF {2- TO 7_7 z NEW FOOTING 3 9. FASTENERS INCLUDING NUTS AND WASHERS, AND CONNECTORS IN „ » E.W. @ MID -SPAN W/ 2" '/.-INCH OPEN GRADED GRAVEL. SLAB UNDERLAYMENT IS NEW USE 24" WIDE X 24" DEEP FOOTING W/ (2) #5 LOCATED CONTACT WITH PRESERVATIVE TREATED AND FIRE TREAT WOOD SHALL " /( ) 54 SQ.x24 DEEP W/(6) #5 SAND OVER 15 MIL DEFERRED TO THE PROJECT ARCHITECT; HOWEVER, IN n-^ AT TOP AND (2) #5 AT BOTTOM U.N.O. PER PLAN. BE HOT DIPPED ZINC COATED GALVANIZED STEEL, SILICON BRONZE OR P2 3O SQ.x 24 DEEP W 4 5 P6 ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE, WE r a _ NEW GRADE BEAM UNDER THE HARDY PANEL 4. COPPER. THE COATING WEIGHTS FOR ZINC COATED FASTENERS SHALL BE EACH WAY LOCATED @ TOP & BOTT. EACH WAY LOCATED @TOP & BOTT. vISQUEEN OVER 2" SAND ANCHOR BOLT SPACING SHALL NOT EXCEED 48" O.C. AT ALL BEARING EE SOIL REPORT FOR SUGGEST THAT SLABS BE UNDERLAIN BY A 15 -MIL THICK IN ACCORDANCE WITH "ASTM A 153. CRC R317.3. /( ) # �-=-=J WALLS 66" SQ.x24" DEEP W/(6) 5 NDERPAYMENTS., VAPOR RETARDER/BARRIER (STEGO WRAP OR EQUIVALENT) „,.�%f EACH WAY LOCATED @ TOP & BOTT. PLACED OVER THE GRAVEL IN ACCORDANCE WITH THE 5• USE (2) SIMPSON 11TEN HD FOR EACH MISSING ANCHOR BOLT. 10. ALL EXISTING FOOTING 1S 18"X18" DEEP 36” SQ.X�24" DEEP W/(4) #5 P7 REQUIREMENTS OF ASTM E:1745 AND E:1643. '�///// DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) P3 6 USE A MINIMUM 4500 PSI TYPE V CONCERT WITH WATER CEMENT RATIO 11. FOR ANCHOR BOLT ON EXITING FOOTING USE J"X14° LONG ALL TREADED � EACH WAY LOCATED @TOP & BOTT. NEW SLAB ON GRADE: I Z L OF 0.45. GALVANIZED ANCHOR BOLT W/ MIN. 9" EMBEDMENT INTO EXISTING -•-•-•- REBAR SLAB ON GRADE SALL A CAPILLARY BREAK IN COMPLIANCE 7. FASTENERS AND CONNECTORS TO THE SILL PLATE SHALL BE FOOTING W/ SIMPSON SET -XP EPDXY. SPECIAL INSPE T}UIRED � �`� WITH ONE OF THE FOLLOWING (CG4.505.2.1): GALVANIZED FOR PRESERVATIVE TREATED WOOD (CBC 2304.9.5.1) FOR EPDXY. P4 42" SQ.x24' DEEP W/(4) #5 a. A 2 -INCH THICK LAYER OF SAND OVER VAPOR AB NUMBER OF THE ANCHOR BOLT WITH EQUAL SPACEEACH WAY LOCATED @-TOP & BOTT. ��'O` 1 BARRIER MEETING ASTM1745 (15 MIL.) OVER 2 AT SHEAR WALL LOCATION. USE MIN. 5/8" DIA. ANCHOR BOLT - � INCHES OF SAND OVER A 4 -INCH THICK BASE OF W/ MIN. 7" INTO THE FOOTING. (MIN. SIZE 5/8 X12" A.B.) 1(j USE 3"X3"X0.229"PLATE WASHER. CRC R602.11.1 N INCH OR LAGER CLEAN AGGREGATE. C b. A CONCRETE MIX DESIGN WHICH WILL ADDRESS ALL ANCHOR BOLT SHALL BE HOT DIPPED ZINC -COATED >f� BLEEDING, SHRINKAGE, AND CURLING WILL BE INCH OR LARGER GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE 7 / REQUIRED WHERE THE VAPOR BARRIER IS APPLIED f �}4-INCH�OF 14 OR COPPER PER SECTION R317.3. (�) planters t0 �% removed OVER DX x DETAIL NUMBER (�) A/C condenser— Relocated (�) v�ir�s�� NITIO NAL INFORMATION< SEESII '— (�) -O6 7DEAL-SM rLid L NSTIUTE, ACI 302.OR (E) Cas Meter �'t�`--- �.,,s� tri l i j Lte 10 NEW RETAINING WALL SDI NC' 89.7 SDI E RETAINING WALL 7 E RETAINING WALL � 7 �' 7 9 SD3 9 SD 2 .5 �(E) Electrical Panel + Metw NG: 90.65 SDi _ _ SDI — I m f j l�C 94.E � �_SD .._- `f � SD Roof Line above ? 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I I / �';'��� L__� R sS —1 x l i i �r5 7 \� \>> A/ I SD1 I I SD3 I SD cp EK TCEE I ----------- F� TYP. i I = i 3 (E) 12X18 i l (1^ ✓ < h:: / / ri 1 9 SD3 i i 1 / I -ii 7 9 (E) RET4NING WALL TO `, / 1 / f \ \ \ ( l t n ! i SDI SDl i (E) 12X18 PATIOt 1 I ! i /� _/ / / / /f�vvvvv ��v P1 - r --- I yT I FS: 91.95'/ _ , // // /l 1/ vvv _ __ - L I r5 7 Driveway 6 -n I 13 li ili� i� i� � 8 I I 9 \�\\;�\\, SDI i i2 S r - { { SD1 NEW TO EXIST'G l r / g g 1 I 12 /' 4 0 (E 12X18 SD �/ 13 12 NEW TO EXIST'G ) T LL /1 s 7 T D. / / �� (/a r / V 5/rs 0/' SDt SD1 I/ nQ �C ;/���✓ / / / // 12 J �/ �)Planting Area TrSV 1 g L9 i i SE52 ® �, / </ 1 ' ./ l / l tiTTs s SD Roof Line above I O �- J/ l \ \ ` / ,,\` ` \ \ � i / J 8kviight/ / 1 r I 7 PBUU 0 1 l vvv �Z� �/' ,; v ,�v //'/`���� L�"P30" / 3�� SD . / / \ f v \\ , \ /, rf/ 1 J Y SD1 i 7 PBU�6 I 3 \ \ / (�) Plenting Are r Garage v v � v s n " n SD ®�//r' (E) 12X18 rri / 1 1 O 15Office (E) 12XI8 5 FOUntOlSD1 �_ a 1 SO 1 4 i SD3 11 9 / l l (E) 12X18 ' / NR� / / SD2 / // SD2 1���� \ /l ///l oJ� SD3 SD / i SD1 / �4.9 / \ 14 r / I (E) 12X18 I jCourt / SDi F / g � `2O y { 1 yjr5 7 / A k. g / / \\�/ J i % SD2 12 NEW TO EXIST'G / J I 7 / SDI TYP. / / / / P3 / P2 O I�qS SD I 3 SD2 P4 � cp /� � T - - - - - - - - - - - - - - - - - - - - - - - ' / s 13 / / / o ' / 15 4 J oQ ®sae �� (�l) Planting Area 11 Sq \ \\ \\ ;\� T „ � SDI SD2 J/ / /fTVE ® G SD1 T _ ®[r HITS 7 ® / / `,% , / / / 3 •12. � 9 / 2 42" Height Fence s0 // \ \ \ \ p / / 14 SD1D 'ye ' P3 8 / / \ / P3 SD1 ROOF Line above FS: 94.95'� SD1`� 9 SID 94.77' ! / ti0 8 (E) 12X18 / f9 18 Closet r P3 2 8 2 / /4 ?�s / \ / (E) Conc. Walkway SDI r P1 P3 TYP. i'yoof4.i v SD3 ` vi (E) 12X18 / r r D1 � — 15 "i% / i / SDI I ,J l % i 1211 g�, ,, !, �� � // w / \\ SD1 I1 l Z' J r 'e 9 f%l SD3 SDI y0 �l _ ---- — 1 / r // r� // l l , �� �/ _ 8- � / \ r r ;� �,` E Conc.Walkway� �rr'l / J/ NEW TO E S 1' '/ �_� '/; o HTTr / S 5 ` �LLJ M r l 15S r r, 9 rl l �, r/// V i o S m 770 sD1 ya v o / r Pbj S i �vv HTT5 / SD3 SDl ,`ti L v nL dry®ve P1 \ \ r / 8 /l ;1 (E) 12X18 z v L �/ /�/ 15 HTT5 / SDI , 1 NC 94.5 \ Dr 12 /Li SDI / \ \Li \ \ \ SD2 y / 2•^ � w \ Pi X\ z \ \ SlZ3 SDI o 9 = / FOUNDATION PLAN �\ ` P3 scale 1/4,1_11-0II w 1 C: 94.74 0 / THIS Is NOT A SURVEY- THE INFORMATION PROVIDED ON THIS PLAN ARE DEEMED RELIABLE BUT ARE NOT GUARANTEED- CONTRACTOR TO VERIFY ALL a m rkACA1Tc nr TUio f]O/ =1C IA,ITIJ TL.II' 1'VICTi.I /CITr'!(AIN TI/1A, U z w z 0 0) t- �0� N COQ COz Z� W0m w Q r �mCLc Wm cid REVISIOVS NO. DATE DESCRIPTION. 1 T11 /09/18 1 PLAN CHK. SEs m c7s370 Exp. 12-31-20 �ABOp c`Au��p Q 0 U Q w m O o' 0 U O � w d Z W U W O LLJ Z 0 LL PROJECTNUMBER: 180614 ISSUED DAM- 06/14/18 BUILDING Di ; PL07'1DA1'E: 01/08/19 r „ DRAWNBY: REVISIONBY: MAN. SHEET NO.: