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Home My WebLink About10146194.pdf7- 7 pr 4 `7 it,21_ �44! V R 4n —Z 7 71 V, X - k"4 01 r5l� O"N GENERAL NOTES 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 C.B.C. PLUMBING AND MECHANICAL CODES, THE C.E.C. AND LOCAL ORDINANCES. 2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS. 3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE UPON DISCOVER OF ANY OMISSIONS OR CONFLICT IN THE DRAWINGS. 4. ALL NAILING TO COMPLY WITH TABLE 23-11-B-1 C.B.C. 5. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS. 6. LIGHT AND VENTILATION PER C.B.C. SECTION 1202. MINIMUM OF 16 C.F.M. OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR VENTILATION.. PLUMBING NOTES 7. ALL PLUMBING WALLS TO BE 2" x 6" 8. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED STUDS ARE ACCEPTABLE. 9, SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE SHOWER OR TUB/SHOWER COMBINATION, MATERIALS SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY MOISTURE. 10. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY II. NET AREA OF SHOWER RECEPTOR SHALL BE NO LESS THAN 1024 SQ IN OF FLOOR AREA, AND ENCOMPASS 30"DIAMETER CIRCLE. 11. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT OF THE STOOL. 12. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 AIR CHANGES PER, HOUR. 13. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES, PROVIDE TWO STRAPS (ONE STRAP AT TOP 1/3 OF THE TANK AND ONE STRAP AT BOTTOM 1/3 OF THE TANK). 14. ALL NEW WATER CLOSETS WISH USE NO MORE THAN 1.6 GALLONS PER FLUSH. ELECTRIC NOTES 15. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art 210-52 (a) ".20 AMP. CIRCUIT DEDICATED TO EACH.BATHROOM" 16. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION. 17. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION COMPLIES WITH NEC Art. 210-8: "ALL 126 volt SINGLE PHASE, 15 AND 20 AMPERES RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND AT WET BAR SINKS. STRUCTURAL NOTES 18. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR BRACING TO THE EXISTING STRUCTURE WICH MAY BE REQUIRED DURING CONSTRUCTION. 19. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC SECTION 2320.8.3 ALLOWANCES. 20. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT EXCEED 250/o/40% RESPECTIVELY. BORED HOLES IN BEARING/NONBEARING WALLS SHALL NOT EXCEED 40%160% RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE NEARER THAN 51811 TO THE EDGE OF THE STUD (2320.11.9 AND 2320.11 .10) 21. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE TO BE SHOWN WITH THE, FULL LENGTH TRIMMERS, SPECIFYING THE SIZE OF THE HEADER AND TRIMMER (2320.11.6) 22. USE SIMPSON ST 6224 TO TIE4N TO EXISTING TOP PLATES. PREPARED 8 Y 7 4& .0e j T�) T_;i�_IIA F _T, t . . ........ �v- T"t A K c� c� e, L 11; M ci c,' e L 4 714 285 1121 V W. ALCo AVE. 2017 SANTA ANA C A L I F 0 R N I A 92703 MAC I ELALOMSN, COM'' REVISIONS oc 9_401f zp` bl r A . ..... k u. 01' ------ >j R �7j �Iw k 4! _4 Ngwe t 41.1;- 1.- CO) A �Ij ca Lu AM 1� 17T S_ T I Al. 9z L mz Meg -T cm t777�_ OWNERM MRS lid A? JUANA TRUJILLO PLANNING PH 0 714 1 971M78 ' 'VIMSTER I.D.: L( T L ....... . . ........ . . ..... ... . ',19M ACTI, DESCRIPTION OF JOB# 0 + -1 SO F1 1OCATE MEN MTR BDRMI RE, EXISrO BATHRM #1 AND IELOCATE EXIM NTCHEN'.. L AND NEW LAUNDRY RM CONIP,,C, r PHONE 17W -15 SQ FT EXTENSION FOR 72 q3 EXISrO 600 r co( E P R 'Ail 94XSS PRINTED ON -NO. 1006H CLEARPRINTe T I 12 I S.,x'Ic Too f4v`N N CcOf T 10, low, 7 ... . ...... .... MGM T=Ogwm -1/-1 vv v.o %N-OU I n ELEVA I N sc4, 2- 4t— it A !-,pAAL-f- sA,-w&'L_Lr im rA A,-t-niv rdll eof it GENERAL NOTES 9 1 I ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 C.B.C. PLUMBING AND MECHANICAL CODES, THE C.E.C. AND LOCAL ORDINANCES. 2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS. 3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE UPON DISCOVER OF ANY OMISSIONS OR CONFLICT IN THE DRAWINGS. 4. ALL NAILING TO COMPLY WITH TABLE 2341-B4 C.B.C. 5. ALL PLUMBING WALLS TO BE 2" x G" S. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED STUDS ARE ACCEPTABLE. 7. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE SHOWER OR TUBISHOWER COMBINATION, MATERIALS SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY MOISTURE. 9. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY 11. NET AREA OF SHOWER RECEPTOR SHALL BE NO LESS THAN 1024 SQ IN OF FLOOR AREA, AND ENCOMPASS 30"DIAMETER CIRCLE. 9. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT OF THE STOOL. 10. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 AIR CHANGES PER HOUR. 11. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art 210- 52 (a) "20 AMP. CIRCUIT DEDICATED TO EACH BATHROOM" 12. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION. 13. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION COMPLIES WITH NEC Art. 210-8: "ALL 125 volt SINGLE PHASE, 15 AND 20 AMPERES RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND AT WET BAR SINKS. 14. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES, PROVIDE TWO STRAPS (ONE STRAP AT TOP 1/3 OF THE TANK AND ONE STRAP AT BOTTOM 113 OF THE TANK). 15. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS. 16. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR BRACING TO THE EXISTING STRUCTURE WICH MAY BE REQUIRED DURING CONSTRUCTION. 17. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC SECTION 2320.8.3 ALLOWANCES. 18. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT EXCEED 25%140% RESPECTIVELY. BORED HOLES IN BEARINGINONBEARING WALLS SHALL NOT EXCEED 400/o/60% RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE NEARER THAN 51811 TO THE EDGE OF THE STUD (2320.11.9 AND 2320.11.10) 19. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE TO BE SHOWN WITH THE FULL LENGTH TRIMMERS, SPECIFYING THE SIZE OF THE HEADER AND TRIMMER (2320.11.6) 20. USE SIMPSON ST 6224 TO TIE4N TO EXISTING TOP PLATES. .................... PRINTED, ON CLEARPRINT 10001H. Elm a :,��.--- W :. .� �.�. � aft ��.rt �� -� ��f 2A2 'al)e Y,W.AS44k;r\ (TV) ra tW�4u-lt4 0�a4f . TTv) JOI"- ALL v40kkW'L'-* FAA&w-u.-eL- Teo> llie-. fpLfz 40j5rt 51 L L2 5A 7 4 ;4 x a A Vt I Y L A -lAA 0 40 4 x 44PL Ls 46- T e2 IT �11 16, r -14 4� -T —IT T-L I A4 56 L s pf op u0t, tkV) J 00, 01• 4F (L el 'K 6ter C, Is' `,4+4 UN v I gkg-21-1- Olt A� LAU ROOF SHEATING CDX, 24/o INDEX PLYWOOD W/ 8d COMMON NAILS @ 611 EN/BN. 8d @ 10's o/c FIELD. PROVIDE ROOF RADIANT BARRIER PER T-24 AT PLYWOOD UNDERSIDE ROOFING MATERIAL ASPHALT SHINGLE CLASS'B'OR BETTER TO MATCH EXISTING S.F.R. W/ # 15 FELT UNDERLAYMENT b F4 AW N CHECKS® OATS SCALE Joe NO. SKEET s ml OF SHEETS PRINTED ON CLEARPRINT 1000H. V 0 t.D 1-4 ---74 A 44 -0�"fj) L9 I V Tx, PL-6K6f- TL >( PU9 4� F--, 14 4A S114u WAS"Cs .0 r 4,vA49 4�1 I 4� �7 ev (L VLAW, CO' 4 p �IAMN, co Ar ............... All + 41r 7� 5k�V [ jj'-�� f Y, 4 lwwk L L . . .......... . . 4.- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" OF 4.- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR: GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO "A THE FOUNDATION WITH 5/8' DIAMETER x 10" LONG BOLTS AT 48" ON CENTER 12" MINIMUM - - - - -------- - FOOTINGS 2,500 PSI FROM ENDS OR TWO 13OLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED. SLAB ORGRADE 2,500 PSI SIDEWALKS 2,000 PSI 5.- STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL WITH &W ANCHOR BOLTS AT 24"01C. S.- MAXIMUM SLUMP SHALL NOT EXCEED 4-. 6.- ALL NON BEARING STUD WALLS, SHALL BE 2' x STUDS AT IS" 0/0 WITH 518r GYP. BOAR 6 CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS EACH SIDE, UNLESS OTHERWISE NOTED. AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. - ALL STUD WALLS SHALL HAVE FULL HEIGHT I" x 6" DIAGONAL LEFT -IN BRACES AT ENDS 7. AT INTERVALS NOT EXCEEDING 25 FEET O/C UNLESS OTHERWISE NOTED ON PLANS, BRACES 7.- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE SHALL COVER A MINIMUM OF SIX STUD SPACES. SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE PROPER CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PR 8-COMMON NAILS SHALL BE USED. CLEANIOUT AND INSPECTION. 9.- FIRE BLOCKING 2"x 1 %THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR 8.- VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS LEVELS AT EACH 10' HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS. OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26. • 9.- EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH 10.- JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS CHAMFERS UNLESS DETAILED OTHERWISE. OF 8' WHERE JOISTS ARE 2"x 12" OR DEEPER. I I. MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE: 10, CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIXT0 THE 2"x 4'@ IS"= UP TO 14'-W TING THE WORK. ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STAR 2" x 6"@ 16"OIC UP TO 20'-0" 2"x 8'@ 16"O/C UP TO 26'-0" --A 11 NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 F. w. 12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS. 12.- WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2 13.- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32" AND A MAXIMUM 1/16" PLYWOOD LARGER THAN THE BOLT DIAMETER. I PLYWOOD $WETS SHALL BE CDX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH REINFORCING STEEL THE DRPA GkADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED 0TkEWSE rr ON THE PLANS. I.- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED SEARS AS FOLLOWS* .... ......... .. SQ. FT. WITH A MINIMUM DIMENSION OF 2: EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 2 FEET. FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES: # 3 BAR AND SMALLER ASTM A- 615 GRADE 40 ............. . . . . . . . . . ..... ........ .... # 4 BAR AND LARGER ASTM A- 615 GRADE 60 . tt 3.- SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE 04SPECTED 2.- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-30$ AND AND APPROVED BEFORE COVERING. BENDING IN ACCORDANCE WITH ACI-318-95. FOUNDATION NOTES 3.- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR: (EXCEPT AS NOTED OTHERWISE) I.- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOIL BEARING NOT EXPOSED TO WEATHER OR EARTH PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS: EXPOSED TO WEATHER I %, EXPOSED TO EARTH 2" CONTINUOUS FOOTING 1,000 P.S.F. PILASTER, BEAM & COLUMN TIES I %, g ISOLATED FOOTING 1,000 P.S.F. FORMED FOOTING AND WALL EXPOSED TO EARTH 2' UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3* 2.- ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SO4L OR SLAB ON GRADE 2" FILL AND AD APPROVED COMPACTEDADJACENT FINISH GRADE UNLESS NOTED OTHERWISE. 3�- ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS 4.- SPLICE IN CONCRETE: MINIMUM OF 36 BAR DIAMETER OR 12'WICHEVER IS GREATER. . . . . . . . . . . OTHERWISE NOTED. OTH SHEAR WALL SCHEDULE 1997 U.B.0 - SILL BOLTING ALLOWABLE EXTERIOR INTERIOR SILL NAILING @ MARK WALL TYPE SHEAR WALLS WALLS UPPER STORIES 70STUCCO OVER PAPER BACKED LAT W/16 GA STAPLES @ 6- O/C @TOP & BOTTOM PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No. 1823, FEB, 1973) OR (ICBO No. 1318, 180PLF 5/8@55-O/C 5/8@WO/C 16d @ 8" O/C FEB, 1973) OR (ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW 3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 6" O/C @ EDGES & 12- O/C FIELD 260 PLF 5/8@ 1 38" O/C 5/8 @ 38- O/C 16d @ 6" O/C (TABLE 23-11-1-1 U.B.C.) NOTE 1,9,10 & 11 BELOW. 3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" O/C FIELD 350 PLF 5/8 @ 26'O/C 5/8 @ 26- 01C 16d @ 4" O/C JABLE 23-11-1-1 U.B.C.) NOTE 1, 6,9, 10 & 11 BELOW 3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12- O/C FIELD 380PLF 5/8@26"O/C 5/8@26-C/C 16d @4! " O/C (TABLE 23-11-1-1 U.B.C.) NOTE 1, 3,5,6,9, 10 & 11 BELOW 3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 3" O/C @ EDGES & 12- O/C FIELD 490 PLF 518 @ 20- O/C 5/8 @ 20- O/C 16d @ (TABLE 23-11-1-1 U.B.C.) NOTE 1, 3,5,6,9, 10 & 11 BELOW 3 1/2" O/C 3/8" PLYWO SRUCT 11 OR STD SHTG WITH 8d NAILS @ 2" O/C @ EDGES & 12" O/C FIELD 610 PLF 5/8 @ 16- O/C 5/8 @ 16' O/C 16d @ (TABLE 23-11-1-1 U.B.C.) NOTE 1, 3,5,6,9, 10 & 11 BELOW 21/2"O/C I 0STRUCT IPLYWD WITH 10d NAILS @ 2- O/C @ EDGES & 12" O/C FIELD 870PLF 3/4@113"01C, 3/4 @ 16- O/C NIA OVER 3X STUDS ABLE 23-11-1-1 U.B.C. 2 NOTE 1, 3,5,6,9, 10 & 11 BELOW NOTES: t- ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2x SOLID BLOCKING FOR WALLS TYPES 9 & 10, AND 3 x SOLID BLOCKING FOR WALLS TYPES 11, 12,13&14 2.- WHERE SHEAR WALL $HEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. (I.E. HALF THE O/C SPACING) 3.- USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY 4.- PAPER BACKED SELF FURRING EXPANDED METAL LATH ICBO APPROVAL 5.- GRAMING AT ADJOINING PANEL EDGES SHALL BE 3- INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED 6,- WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" OIC ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3- INCHES NOMINAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED 7.- ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 60x IWA.B.s @ 48'OIC UNLESS OTHERWISE NOTED ON PLANS 8.- ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7137'SHOT PINS @ 32'0/0 & 48' 01C RESPECTIVELY: I.E. OZARK# H-67 ICBO REPORT 1280, MAY M7 S.- USE 2 1/2 x 2 1/2'x 3/16'PLATE WASHERS 10.- USE CDX CC OR STD SHTG IN LIEU OF SRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES. I l.- AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICBO # 1372 MIN EMBED 7112" IX4 FNOc,; 11N. W/ E.N. *OPHD OR HD PER PLANS & SIMPSON CATALOG EXISTING FOOTING DRILL HOLES THREADED ROD 1/16- LARGER 1 f W1 EPDXY I.C,8.0 THAN BOLT DIA. 49450 CITY OFF H . 25185 $USE EQUIVALENT SP.EECTION IY122) PHD USE U.N.O. HDA OR PHD BOLT (IN.) EDGE (IN.) W (IN.) EMBEDMENT (IN.) A��AEILE NSILE W KE compRal is - 2000'. (ET22) HD2A 5/8 1-3/4 6 12 2775 [-FINA 1-3/4 6 12 1 4010 I.1D6, BA 7/8 11-3/4 8 15 1 bluu, 7450 USE SIMPSON SET EPDXY lCB0 #ER5279 OR R.R. #25279 NOTE- FOR RAISED FLOOR USE LONGER BOLTS' TO EXTEND ABOVE FLOOR SHEATHING HOLDOWN TO EXIST.. FOOTING l4ly CMW t t (J'2 -W. PL a�i(-ko Ice �Af -rp� r-- A, �7 r17 .01 3311 or-14 0 I PY f g?4 f-r 7- C*-r 1 9:5;0 -4<;Il 41- CL 2X STUD (FILLER) POST PER PLAN (0 MIN) MB PER SCHED H 0 LUD 0 MWN (H 0 A) PER PLAN 11 2X �2X 2-2X OR 3X MPSON PER PLAN osm" ml Le PER EMBED SCHEME r MIN. SCHEDULE TYPE HWAHWI-106A HD8A HD10A M.B. 2- 2-3/4 3-3/4 3-7/8 4-7/8 HO 4 1/2r5 1/0 lIE00 1/8 6 1/8- S8 2 11t 3" 3 1/2-3 11/03 1/2 61 CL I_lj"2 1/162 1/182 1/1 02 1/16 SO 1/41 1/213/4' 3/46 t 3/4w SST11 I po 16 20 1 28 28 28 IE 12- 1V 1 24! 2e 24 20 24 34 4 1 34 rrN Le am 16" 20' 280 28' 28' I XWXWE 2775 4010 5100 7460 9540 27-75 1 4010 15100 1 7460 9540 LOADS BASED ON MIN 0 POST SIZE OR WM CMIETE STEM WALLS SHALL BE W ANWOR LOAD 6-MW 11131H FOR 5/8-0 MOM 8VIN WIDTH FOR 7/8-0 ANCHORS Ir MIN FOR CONC. BLOCK NOTE, FOR RAGED FOUNDATION USE SSTB FOR TWO POUR SYSTEM AND D(TEND BOLT BEYOND SILL RATE ABOVE FLOOR SHEATHING HO DOWN 5.- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82. 4.- FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS. 6.- ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-95 5, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PROPERTY 7.-ALL REINFORCING STEEL, DOWELS, ANCHORSOLTS, INSERTS, ETC. SHALL BE SECURED STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT. LOCAL SAFETY ORDINANCES. 8.- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 6: ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS GRADE 60. -WNW AND/OR SHEDULES. 9.- ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 7.- ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.O.) 10.- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY 8.- ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR. BE REMOVED AND RELOCATED. 11: REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD BENT 9.- ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO I APPROVAL OF THE ENGINEER OF RECORD. VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE FOUNDATION POUR. 12 :ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS, WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED, PROVIDE 10.- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE CLASS 'C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON POSSIBLE VARYING SUBSURFACE CONDITIONS. SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION. LUMBER I : ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION 23 (2001 C.B.C). 13.- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSI. 14.- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN I" NOR I BAR DIA NOR 1 x MAX AGRAGATE SIZE. 2.- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED. BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE BETWEEN LAYERS 1". PRINTED ON CLEARPRINT 1000H. - - - - ------------ t DRAWN CW:ECKE® CATIE SCALE 10 a N.O. SMSET Sm2