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HomeMy WebLinkAbout10140614.pdf< ALLEY > 2t -24 321-61f �77,'777 1 S_ 7 CA. L111 fr-, 4:12 4:12 (E) SFR PL 621.091 PINE ST. > PLOT PLAN SCALE- 1/811= 11.0t1 RELOCATED W/HTR W/ WOOD ENCLOSURE OVER STUCCO TO MATCH (E)SFR .2 A -141-9if 4040 ALSL (N) BDRM 4 SMOKE DETECTOR * 110 vs EXFANHAUST 5 AM p/HR 7 (E) KIT. N Is (N) 2"8 SC �(:N) 24668 SC S. D 9 vs N.G (N) W.HTR 25K BTU BA n1/2 (N) BA 2 (N) 2668 SC F GFIJ GN _41 EXHAUST FAN 5 AIR FIR (E) BA I (E) LIV RM (E) ENTR NEW WALLS EXISTING WALLS 71- 6068 ALSLDR u (N) W.I.0 SMOKE DETECTOR 9 vs (E) BDRM 2 SMOKE DETECTOR 9 vs (E) BDRM I M kM%=110011 a: 0 714 285 1121 2017 W. ALCO AVE. SANTA AN^ CALIFORNIA 92703 (9 MACIELALOMSN.COM z w REVISIONS PERmi r TYPE. ELECT PLfAG w A 0 a. MECH GRADING A 4. 0 FPE R M I.- G/ IT o A MCI ul c I? ww 3 0. C 43205 Exp. 3/31/04 "i 0 Ty ARC TECTUFM ACCEP-7117EID-1 1f F14141 U, - - M U, 00 R, FEE 7,71 0, re 0 R EUMTRNICAL, KAWN,111"Hs' Q, 0[i srecfal4ons This SCA Ofr7l M, Vn. at call timess and it is vrA1!v,4ft!1 tc.) rRvIk8i anY 610VS altena,tions ol rame withcut virilten pcjF1Mii3.-Si0n from ih, city ut tali Mal The acceptan,10- Of US plai and SHALL NO' be hold to pt.-PR'141 nOt bO af 20N ,vvjj ct tea violafion of an %fieinnic e%f�&v City Ord adce or State LQo,,Fj. SITE: (c) Pu4k p Date ANA ac ut, Date Isgued Js 4r\ w 0 X 0 z PLANNING DIVISION 0 �STEP, I.D.; zone 0 z SCR. ACTION'fYPE;­--:='��__ E ct NO indscat)' 0 w w ..A . REWIRED —YES 0 w C­r COINTACT PHONE (714) 667-2700 z ONS BFLOW'- w tl giu!3jF_cT TQ CONDIT, OWNER: 0 1 0 MR. TOMAS JACO 714/ 835-1501 w z NOTE: lif 11. (E) WINDOW 3030 TO REMOVE AND PATCH SCALE- 1/4?t= if'off a: 0 Joe DESCRIPTION: z 1 4 585 SQ. FT NEW ROOM ADYN a: 0 z I 0 0 GENERAL NOTES o M I ALL WORK SHALL BE DONE IN ACCORDANCE W1 THE 2001 w CBC, PLUMBING AND MECHANICAL CODES, z THE CEC AND LOCAL ORDINANCES, JM.5 2, VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS, DRAWN: 3. IT SHALL BE THE RESPONSAB I L I TY OF THE CONTRACTOR TO CHECKED: VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE DATE:. ... . ....... UPON DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN THE DRAWINGS. JOB NO: 4 ALL NAILING TO COMPLY W/ TABLE 23—II—B-1, CBC 1 SHEET NUMBER: fi -2-YI c,,,, 1 ®i 3 4 4X4 POST 4X4 POST 4X4 POST _ /L= �°�®°° L = 1111_6tf L_ 6'-019 71 4X6 HDR., 4X8 HDR. 11 . ' X4 POST JAA \k r ® „ t - r-1 - 4X4 KP�.�. 2X6 RR @ 1611 ox F° �'' `�4 2X6 C.J .@ 1,� o.c �. �0 .ed,,. 4X-HDR�' , 1 4X4 HD ROOF SHEAT'G 1/2" CDX, 24/0 I.NDEX PLYW'D D W /8d COMMON NAILS @ 6" 0.c EN/ BN, 8d @ loft ox FIELD, PROVIDE ROOF RADIANT BARRIER PER T - 24@ PLYW'D ROOF SHEAT'G UNDER SIDE ROOF'G MATERIAL ASPHALT SHINGLE CLASS 'B' OR BETTER TO MATCH EXIST'G SFR W/ # 15 FELT UNDERLAYMENT ` 4X4 POST 4X4 POST y_t. 1 _ SIMP ST 6224 @ TOP PLATE L ; (TYP) N CRI ET _ `µ' f ., � I r9 O DR "' Y _ . t �tf .Y � 1/4": 1 -0 NEW CALIF.FRA,M'G NEW CALIF.FRA . G EXIST'G FOOT'G NEW FOUNDATION Ilk SCALE- 1/4"=' ,12- .. _ .:......._... ....... .. ... x.-,,...,..,..._..,.-.,....,_..-..-...,t�......K.. ...,........- .........., a '_ WALL FIN. PER PLAN 2X SILL. 2X BLKG @-----,,, SN PLYWD SHTG 48"OC 1 ST EN EN .BAY ONLY FJ PER WEEP SCREED 0 STUCCO FIN. 2X PT DF A.B. PER PLAN 6"(MIN.) NG FIG &4BREBAR •A 18"(MIN.) ;X2.4:-) STORY 6`MIN T0 m 9 MIN 12"MIN (1 STORY) 18'MIN(2 STORY) a• d ® 3"CLR *AT EXIST. FTGS. USE RED -HEADS 12-MIN TO MATCH SILL (1 STORY) BOLTING ICSO 15"MIN (2 STORY) #1372 MIN. EMBED 2 3/4" USE WEDGE ANCHORS FOUNDATION/FLOOR SHEAR WALL SCHEDULE 1997 U.B.0 SILL BOLTING MARK MALL TYPE ALLOWABLE EXTERIOR INTERIOR SILL NAILING SHEAR WALLS WALLS as UPPER STORIES 7/8"STUCCO OVER PAPER BACKED LATH Wj1s GA STAPLES AT 6"O.C. AT TOP & BOTTOM PLATES. EDGE OF SHEAR WALL AND ON FIELD (IC80 REPORT No.1823 FEB. 1973 OR (ICBO REPORT No.1318. FEB. 1973) OR (ICBO REPORT No.1254,FEB. 1972) NOTE 4 AND 9 BELOW 180 PLF s/a'm5s"o.C. s/e~ass"o.c. 16d 8"O.C. 3/8"PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 6"O.C. AT EDGES & 12" O.C. FIELD TABLE 23-II--•I-1 UBG NOTE 1, 91 10 & 11 BELOW 260 PLF 5/a'®38"O.C. 5/8"038"o:c. 16d Q 8"O.C. 3/8-PLYWD STRUCT it OR STD SHTG WITH 8d NAILS 0 4"O.C. AT EDGES & 12" O.C. FIELD (TABLE 23-11-1-1 UBC) NOTE 1. 6. 9, 10 & 11 BELOW 350 PLF/e`o2 's/s"as7s"o.c. 4"O.C.s"o:c. 16d 0/ 3/8"PL.YWD STRUCT It OR STD SHTG WITH 8d NAILS 0 4'O.C. AT EDGES & 12' O.C. FIELD 1 (TABLE 23-I1-I-1 UBC) NOTE 1, 3, 5. 6, 9, 10 & 11 BELOW 3$0 PLF 5/8"026"O.C. 5/a"m2s"o,c. 16d 0 4"O.C. 2 3/8" PLYWO STRUCT It OR STD SHTG WITH 8d NAILS D 3" O.C. AT EDGES & 12" O.C. FIELD (TABLE 23-11-1-1 UBC) NOTE. 1. 3. 5. 6. 9. 10 & 11 BELOW 490 PLF s/8"020"a.C, 5/8"020*0.c. 16d A 3 1/2"0.C. 3/8" PLYWO STRUCT It OR STD SHTG WITH 8d NAILS 0 2" O.C. AT EDGES & 12" O.C. FIELD ABLE 23-11--1--1 UBC NOTE 1. 3. 5, 4 9. 10 & 11 BELOW 610 PLF 5/8 n1s"O:C. 5/8"016o.C. 16d 0 2 1/2*04. 4 1/2" STRUCT i PLYWD WIThf 10d NAILS 2" O.C. AT EDGES & 12" O.C. FIELD OVER 3X STUDS TABLE 23-it-I-1 UBC NOTE i, 3, 5, 6, 9, tO & 11 BELOW 870 PLF 3/�"o1c'o.C. 3/s"a1s"o.c. P1/A NOTE; I. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WfTH 2X SOLID BLOCKING FOR WALL TYPES 6. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 "O.0 ON 9, USE 2 1/2' x 2 1/2' x 3/16" PLATE 9 & 10, AND 3X SOULS BLOCKING FOR WALL TYPES 11. 12, 13, & 14. EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL WASHERS. ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3-- INCHES NOMINAL, OR THICKER & NAILS ON 10. USE CDX, CC OR STD SHTG IN LIEU OF STRUCT It PLYWOOD. ALL PLYWOOD SHALL BE -- 2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED TO BOTH SIDES IF WALL. DOUBLE THE NUMBER OF EACH SIDE SHALL BE STAGGERED. DOUGLAS FIR. OTHER SPECIES MAY REOUIRE CHANGES. BOLTS. (I.E. HALF THE O/C SPACING) 7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 5/8' X 10" A.B."S 0 4800.C. UNLESS OTHERWISE 11. AT EXISTING FOOTINGS USE REDHEAD WEDGE 3. USE 3X PRESSURE TREATED DOUGLAS FIR NOTED ON PLANS. ANCHORS TO COMPLY WITH SILL BOLTING. ICBO SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY. B. ALL INTERIOR BEARING AND NON #3EARiNG #1372 MIN, EMBED 7 1/2•. 4. PAPER BACKED SELF FURRING EXPANDED METAL LATH WITH ICBO APPROVAL FOOTINGS TO HAVE 7/32" SHOT PINS AT 32" O.C. & 48"0.C. RESPECTNELY: I.E. OZARK #H--67 ICSO REPORT 1280,MAY t987. S. FRAMING AT ADJOINING PANEL. EDGES SHAD. BE 3-INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED. 8" dia. X 10'' L.A.B 6'-0"MAX,12" FROM ENDS A.X INBEDED 7" (MIN) 2 PER [ELDW/2'°X2'°X3'°/16°° STRUCTURALBASHERS NOTES {TYP•) A -- --F - CONCRETE 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 #/CU. FT.). AGGREGATES SHALL } BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WITH PROVEN '/" SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05 2. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE 1 , WITH ASTM C-94. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301. Z 3. CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE I, OR II LOW ALKALL CONFORMING TO ASTM C-150. 4. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT AGE OF " _j 28 DAYS FOR: FOOTINGS 2500 PSI SLAB ON GRADE 2500 PSI " i V� SIDE WALKS 2000 PSI 5. MAXIMUM SLUMP SHALL NOT EXCEED 4' °.� 6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS AFTER PLACEMENT, ALTERNATIVE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ' ASSURED, ' 7'.ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED, ADEQUATE CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND INSPECTION. "4y - - =t 8. VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26. r 9. EXPOSED CORNERS OF COLUMNS, BEAM, WALL, ETC. SHALL L #4 REBAR ' BE FORMED WITH 3/4 ' CHAMFERS UNLESS DETAILED OTHERWISE. { 10.CONCRETE CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE -- DOWELL DESIGN MIX TO THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO, 6" INTO EXIST'G STARTING THE WORK. 11.NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE FOUT'G IN EXCESS OF 95° F. W/ POREROCK 12. WIRE MESH LAP ( END. & SIDE) SHALL BE ONE FULL . MESH +2. (TYP.) a� 1- ROOF SHT'G 0/ 2X ROOF RFTR. PER PLAN (1X6 STARTER BOARD -SHIPLAP- AT EXPOSED EAVES) 2- B. N. 3- (3) - 16d @ RFTR. TIE 4- 2X BLK'G W/ A-35 @ 16' 0. C.. U. N. 0. 5- 2X CEILING JST, PER PLAN - 6- DBL TOP PLATE PER PLAN 7- 2X STUDS @ 16' D.C. SEE SHEAR WALL SCHED. OR WD. BM. PER PLAN FOR SHEAR TRANSFER @ 8- SHEAR WALL PER PLAN SHEAR WALLS WHERE OCCURS SHEAR TRANSFER ©T3 1 1 t EAVE lr�l'-Or 4'-0- tI I N. LAP 2) 16d /STUD C 8> 16d @ MIN. & LAP TOP PLT. 1601 @ 16' 0, C. . @ ST MAX 4X4 HDR. MIN. PROVIDE 1X6 LET -IN BRAC' G (IF NO SHEAR WALLS OCCUR) @ 60 16d MAX. @ 45 MIN. W/ 0 C. (3> 8d EA. END & EA. STUD BRACE EA. NAIL CORNER @ 25' D.C. MAX. 2X T KING PROVIDE 2X FIRE BLOCK WHERE WALLS @ JA' EXCEED 10' H. & AT ALL CL'G & SOFFIT LINES 2X STUDS @ 16' 0. C. (2> 2X P. T. D. F. SILL PLT. W/ 5/8 ' D I A. ANCHOR EA. BOLTS W/ 7' EMBED' T TOP PER FOUNDATION PLAN. PROVIDE A. B. @ 6-0' 0. C. & 4 L/2 ' MIN. / 12' MAX. FIRM. " " • e SILL END O O EXTERIOR BEARING WALL II II I2" inin 1- 2X STUD WALL PER PLAN 2- 2X4 PLT, 18 ��p 3- SHEAR WALL WHERE OCCURS 4- 2X BLK' G OR RIM JST. 5- 1' PLYW' D SHEAT' G PER PLAN 0/ 2X FLR, JST, PER PLAN W/ R-19 INS, 6- MUDSCREED AT EXT, WALLS 7- A-35 C 16" 0, C. 10 8- 2X4 P. T. D. F MUDS I LL W/ A. B. PER PLAN W/ 2 1/2 X 3/16 ' THK. PLATE WASHER 9- CONCRETE FTN`G PER PLAN 10- ( 2) #4 REBAR TOP & BOT, l EXTERIOR FOOTING I 1 4X4 POST WHERE OCCURS W/ ST6215 EA, SIDE FLR. SHEATING PER PLAN 0/ 2X6. F. J, @ 16' O, C, W/ R-19 INS 3- 2-2X BLK' G 4- 4XGIRDER 5- A-35 EA, SIDE 6- 8" X 8' X2 " P. T. PLATE W/ 5/8 ' D I A A.. B. 7 CONC. PIER CONCRETE PIER ( 2 REINFORCING STEEL PLYWOOD LUMBER 1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED 1. ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR CONFORMING BARS AS FOLLOWS i 1. PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-95 AND TO DIVISION. 23 (1997 U. B. C. ) SHALL BE STAMPED WITH THE DRPA GRADE OF THE AMER I CAN FOOTING, SLAB ON GRADE, PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS, 2. RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS MASONRY, AND BENT DOWELS, TIES, OTHERWISE NOTED, #3 BAR AND SMALLER ASTM A-615 GRADE 40 2. EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SQ. FT. WITH A #4 BAR AND LARGER ASTM A-615 GRADE 60 MINIMUM DIMENSION OF 2 FEET. GRADE 3. JOIST, PURLINS 2" TO 4- WIDE, 6` & DEEPER NO.1 2. DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH 3. SEE FRAMING PLAN FOR DIAPHRAGM NAILING SCHEDULE, NAILING BEAMS, PURLINS OVER 4 WIDE NO.1 ASTM A-305 AND BENDING IN ACCORDANCE WITH ACI 318-95. SHALL BE INSPECTED AND APPROVED BEFORE COVERING. SU$PURL I NS 2" TO 4" WIDE, 6' &DEEPER N0. 1 LEDGERS N0.D 3. MINI MUM` CONCRETE COVER OVER REINFORCING REBAR FOR ' STUDS 2" x 4` OR 3' x 4' STUDS - (EXCEPT AS NOTED OTHERWISE) FOUNDATION NOTES POSTS 5' x 5" AND LARGER NO.1 NOT EXPOSED TO WEATHER OR EARTH 1' SILLS, PLATES AND BLOCKING NO.2 EXPOSED.TO WEATHER 1 1/2 " 1. FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE 4, SILLS AND PLATES IS CONTACT WITH CONCRETE OR MASONRY AND EXPOSED TO EARTH 2" 1 1/2 " SOIL BEARING PRESSURE PER 1997 UNIFORM BUILDING CODE SHALL WITHIN 48' OF GROUND SHALL BE PRESSURE TRESTED DOUGLAS FIR PILASTER, BEAM & COLUMN TIES BE AS FOLLOWS: (PTDF), SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8' FORMED FOOTING AND WALL EXPOSED TO EARTH 2' DIAMETER x 10' BOLTS AT 48' ON CENTER, 12' MINIMUM FROM UNFORMED FOOTING AND WALL EXPOSED TO EARTH 3' CONTINUOUS FOOTING = 1000 P.S.F. ENDS OR 2 BOLTS MINIMUM PER PIECE, UNLESS NOTED OTHERWISE. SLAB ON GRADE 2' ISOLATED FOOTING = 1000 P.S.F. 5. STUD WALLS ABUTTING A CONCRETE OR MASONRY WALL SHALL BE 4. SPLICE IN CONCRETE'= BOLTED TO THE WALL WITH 5/8' ANCHOR BOLTS AT 24' ON CENTER. MINIMUM OF 36 BAR DIAMETER OR 12' WHICHEVER IS GREATER. 2, ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM 6. ALL NON BEARING STUD WALLS SHALL BE 2 x STUDS AT 16 0. C. UNDISTURBED NATURAL SOIL, OR APPROVED COMPACTED FILL AND WITH 5/8 ' GYP. BOARD EACH SIDE, UNLESS OTHERWISE NOTED. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82, ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE. 7. ALL STUD WALLS SHALL HAVE FULL HEIGHT 1 x 6 DIAGONAL 3. ALL FOOTING SHALL BE CENTERED ON PILASTER AND/OR WALL AND LET -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 25 FT. 6. ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS COLUMN UNLESS OTHERWISE NOTED, D.C. UNLESS OTHERWISE NOTED ON PLANS. BRACES SHALL COVER A OF ACI 318-95. MINIMUM OF SIX STUD SPACES. 7. ALL: REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. 4. FINISH FLOOR (F.F.) EXCAVATION SHALL BE AS NOTED ON GRADING 8. COMMON NAILS SHALL BE USED. SHALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE PLANS. 9. FIRE BLOCKING 2 x.1 1/2 THICK, SHALL BE PLACED IN STUD OR GROUT. 5• WALLS AT CEILING AND FLOOR LEVELS, AT EACH 10' HEIGHT OF. 8. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS THE CONTRACTOR SHALL $£.SOLELY RESPONSIBLE FOR ALL EXCAVATION STUDS, AND BETWEEN STAIR STRINGERS AT SUPPORTS. OF ASTM'A-615 GRADE 60. PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN 10. JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED 9. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY AT INTERVALS OF 8' WHERE JOISTS ARE 2 x 12 OR DEEPER. ORDINANCES. 10. ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL 11. MAXIMUM UNSUPPORTED HEIGHT FOR NON -BEARING PARTITION SHALL SCALE OR ANY OTHER FOREIGN MATERIAL WHICH MAY AFFECT THE 6. ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON _ BE 2 x 4 @ 16' O.C. UP TO 14'-0' BARS ABILITY TO BOND TO THE MORTAR. DRAWINGS, DETAILS, AND/OR SCHEDULES. 2 x 6 @ 16' O.C. UP TO 20'-0" 11. REINFORCEMENT THAT IS PARTIALLY EMBEDDED IN CONCRETE SHALL 7. ALL FOOTINS AND PIERS SHALL BE CENTERED UNDER THE BUILDING 2 x 8 @ 16' Q.C. UP TO 26'-0' NOT BE FIELD BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE COLUMNS. (U. N. 0. > 12. PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS. DRAWINGS OR WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. 13. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32' AND A 12. ALL REINFORCING STEEL SHALL BE PROVIDEDAT ALL POUR JOINTS 8. ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS MAXIMUM 1/16 ' LARGER THAN THE BOLT DIAMETER. ON THE DRAWINGS. WHERE LAP AND/OR SPLICE LOCATIONS ARE SHALL BE REMOVED AND RELOCATED. NOT SPECIFICALLY INDICATED, PROVIDE CLASS 'C' SPLICE PER 9. ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON THE FOOTING, (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE BASED ON A 2 HORIZONTAL TO 1 VERTICAL SLOPE), SHALL BE SLEEVED FABRICATION. THROUGH CONCRETE CAST -IN -PLACE AT THE FOUNDATION POUR. 13. PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE 10. FOUNDATION MAY BE SUBJECT TO STRUCTURAL REVISION IN THE FIELD MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE DUE TO POSSIBLE VARYING SUBSURFACE CONDITIONS. CONSTRUCTION, BY WCRSI. 14. CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN 1", NOR 1 BAR DIA., NOR Ix MAX. AGGREGATE SIZE. •P" h Y.'R l t s C \ Ls J-""k"` '....., s-AYgC"' (7-141 1t (9011 . to '',.' �. �; �' ,, '�"''. .�..._- � 1 �: �,� ., g w., •' C 1 - ` c •� 'Y� �ir�', "`_. $ � .; . � .�. ,,.5 .Kr.r •. ... r k i v.,�r': M .... ..✓.'."e+ ,,,....-.w �S� _ p f+ .y" y, `•,S tx w,.'.... 5 1P� A�'�t Jeil .•1 ...m,P.,:' f...'.'.." �,. a!� . pp rx BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN. DISTANCE BETWEEN LAYERS = 1". IZ o f z I i � ;714 % 285 1121 = 2017 W. ALCo AVE. � SAN'1`A AN^ CALIFORNIA 92703 � MACIEL.ALOMSN. COM z © REVISIONS W w 0 Ir 0. 0 o W Ir moo � G' ��a. C 43205 � Xp• 3/31/04 10 Z SITE: a a O 2 U o OG w z 0 W z w ra W o i t% O z iz w W 0 w W O W co Z w 3 mmo a CC ft OWNER: O MR. TOMAS JACO 714/ 835-1541 W z_ Z_ Q t�3 0 w .108 DES1rmrTlO 2 Q °' W 585 SQ. FT NEW .ROOM ADD'N 0 O z O aD Q w 1 �ac DJOB NO: ATE: DRAINI+ CHECKED: SlffT NMBER: 2 of 3 ' ? J } 12 [_, Tt` 1I 41 1111111111111I11 11111f1111I TTHIII TOP r-4 STUCCO TO SCREENED MATCH (F) r FOUNDATION F.L _ SFR VENT (TYP.) 1 F.G 18"X24" FOUNDATION WEST ELEV. SCALE- 114"=1' ACCESS t � • 3 EAST ELEV. SCALE- 1/4"=1t STUCCO TO MATCH (E) • SFR• 0 1211 X6" SCREENED FOUNDATION VENT (TYP.) TOP . _._.._._._ _. __........ _. - ........_. .... _. ..... _...--_. ,...-- -.,...»•.._<_..,..........,��.._.._.... 1 V 1 TV W"L CN . . 14) f: e I 3c STUCCO TO MATCH (E) F.L SFR-------------- 91 F.G r12"X611 SCREENED NO KIIH ELEV. SCALE- 1/4"=1' FOUNDATION VENT (TYP.) ASPHALT SHINGLE TO MATCH (E) SFR -� 12 -- ~ i RJ OR OR {PLYWD SHT'G 'CA' FRAMING PER PLAN { PER PLAN 2x BLx•G 04i3"OC 2X BLK°G FIRST BAY W116d ONLY OC 2�2x roi� ALT:USE PLATE SIMP. A35 NEW 0 24"OC WALL FINISH 2X4 016"0,C. PER PLAN EXISiG 2x 'SHAPED W/ 16d 016"C1,C. EA.-) (E) 2X BLKG _-.. _ _ ._ A35F OR � 24' A35F 0 24" O.C.— ` S.N. [A35 � E.N E.N. 2X C.J. PER PLANS S H EAR TRANSFER (ALT.) r --- 4X4 POST MIN. W/ E.N. *� PHD OR HD PER�___[,, PLANS & SIMPSON EXISTING FOOTING CATALOG DRILL HOLES THREADED ROD 1/16- LARGER ; ( W/ EPDXY I.C.B.O THAN BOLT DIA. U 45 CITY OF L.A. H. 0 25185.W/ w� USE EQUIVALENT SP. INSPECTION PHD USE (ET22) U.N.O. HDA OR PHO BOLT DIA. (IN.) EDGE (M) (IN.) W (IN.) EMBEDMENT (IN.) AMAMG�NLE COMPRESSION fe - 2000 ET22) H02A 5/8 1-3/4 6 12 2775 Ht�SA 5/8 1 �3/4 5 12 4010 HDS, HA 7/>� 51 OQ, 7450 o USE SIMPSON SET EPDXY ICBO #ER5279 OR R.R. J25279 NOTE: FOR RAISED FLOOR USE LONGER BOLTS TO EXTEND ABOVE FLOOR SHEATHING HOLDOWN TO EXIST.,FOOTING WALL FIN. PER PLAN A35F 0 E SN 2X SILL CL 2x STUD 24 O.C. PLYWD SHTG (FILLER) BN EN POST PER PLAN It/I FJ PER (4X MIN) MB PER SCHED I t I HOLDO%N (HDA) H EXI 2x PT DF SILL PER PLAN 2X FJ PER PLAN AS OCCURS SIMP. U HANGER 1; W/ FULL LENGHT NAILS • ' FG 4 OR N 2X LEDGER W/ ' 2 ROWS 16d WI s... q ,,-SIMPSON PER PLR 0 8" O.C. STAGG. ' ' WIN.---' EMBED Le SCHEDULE io e. • A ® I ®. ° a 3' MIN. CLR. 121-Y v_cX- 6 SCHEDULE TYPE H02A H05A HD6A HD8A HD10A M.B. ClTym 2-5/8 2-3/4 3-3/4 3-7/8 4-7/8 HB 4 1/ 5 1 6 1/ 1/8 6 1 S S8 2 1/ 3' 3 1/2 3 1/2 3 1/2' CL 1 1 t i 1 1 2 1 1 2 1/16 SO 1 /4 1 /2 3/4' 3/4' 3/4" Su 16 20 28 28. 28 MN om 12' 16" 24' 24' 24" 2 PO 20 24 34 34 34 ittl Ern 16' 20" 28" 28" 28' 2775 4010 5100 7460 9540 ma 2775 4010 : 5100 7460 Sw # LOADS BASED ON MIN 4X POST SIZE OR NOTE: MSCR£TE 5a WA11 S SNAil BE W ANCHOR LOAD. 6" N WIDTH FOR 5/8"0 ANGHtXtS 8'MIN WIDTH FOR 7/8'0 ANCHORS r S' MN FOR CONC. BLOCK FL,OOR, DETAIL NOTE: FOR RAISE© FOUNDATION USE SSTB FOR TWO POURSYSTEM AND EXTEND BOLT -BEYOND SILL PLATE ABOVE FLOOR SHEATHING HOLDOWN PLYWO SHTG WALL FIN PER PLAN FJ PERT. .... ____— _. � SN PLAN 2X SILL EN EN EXISTING SLAB j' NEW SLAB 2X E3LKG A35 32" OC 4" 12" WEEP SCREED 2X PT DF SILL E a STUCCO FIN. I GIRDER . e ' ®' , ' • • e0 6 MIN F.G. C PER PLAN I A A. ° . N.G. PER A ' ` 1i3' MIN. W/GH HANGER I ! ♦ ' Aa.. e .' A e. a ., a:. •' PLAN A . 12 MIN I „ 6 MIN ! DRILL 9/16-MIN 04 REBAR 2STORY O -MLN ~ HOLE FILL W/EPDXY DOWELS „ I 12 MIN 1 STORY `� I GROUT &INSERT DOWEL NO SPECIAL INSPECTION 24 O.C. 18"MIN(2 STORY)} `�. ' '' - ALTERNATE: USE 1/2" IS REQ'D. FOR EPDXY IN REDHEADS & THRD'D ROD THIS APPLICATION. " 8"(MIN.) i AT SLABS CLR:....�. ,. I { DRILL SLANT HOLES EXIST"G REBAR DOWELS NEW SAME SIZE & #4 REBAR T&B 1/16" OVER DIA OF BAR FILL W/EPDXY SPACING AS GROUT 6" 24"MIN FOOTINGS 12."MIN (1 STORY) 10 15"MIN (2 STORY) �•� ;' ® a y•` ° A A ' FOUNDATION/FLOOR .. �� � ® .. a A f DOWELS10 r— 2-tod 1�A!c.S . 5- Ls ... ..... ... 11I wmt4s i<: 4 � ice• 2X RAFTER "CALIFORNIA" FRAMED PLYWD SHT'G PER PLAN 2X CONT "SHAPED "W/ 16d 06"OC 2X BLK' RAFTERS /� NOTE: IN LIEU OF 2X BLOCKING, NAIL 2X SHAPED W/ 2-16d EACH RAFTER "CALIFORNIA" FRAMED ROOF � • x q U. .1 s ; 714 % 285 1121 2017 W. ALCO AvE;. SANTA ANA CALIFORNIA 92703 O MACIELALOMSN.COM z 0 REVISIONS W w 0 a 0 m 0 m n. w w 4 o. C 43205 =� Exp. 3/31/04 rrr 1 y' 0 U z SITE: w CL a 0 a� r z U 0 w z 3.1 z W h w 0 W I 0 z 0 U W r 0 z w Q w cwc C)i w Ir m • z w v OWNER: G MR. TOMAS JACO w 714/ 835-1501 W r z 0 w JOB DE8CRIPTION: U z a CL w 585 SQ. FT cc NEW ROOM ADD'N 'o 0 z (0 0 ci 0 It m w DRAWN: J m .5 CHECKED:_~ DATE: JOB NO: SHEET NUMBER: 3 of 3