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Home My WebLink About10144500.pdfPROJECT DATA: VICINITY MAP OWNE MR. & MRS. DO XUAN THUAN JOB ADDRESS: 840 EUCLID. SANTA ANA, CA 92703 ZONING: ........................... R-2 I I STRU40"TURAL OCCUPANCY: ...................... R-1/U-3 A r i ARCHU ECTUF A TII' i3TRUC`i?[0N DRIVE W AP 0 HYDRM 71' T IT �ITY PROJEC S*E 7 PER SEPARATE t RNTS AME EQUIREV F. "'rr'.y.'rri,r�rirr. rvrirr. ,., rr.rr :.rrr,- �..; r.►�e:.w,xaa r{ae�::..ai . rrrrits. i1.. irias•r► Fn!!-.�r'r/,j.r� ■Fi rJFrr/ /rrr rrr✓�!Is'. STANDARCF7, TI MECHANICAL PLANS ZF-S T1_ LOT SIZE: ........................... 8330 SQ.FT. 11 CTRICAL, PLUI.181 SIDEWALK m, ust be kept on the jo� ss Solt of plar6 and !ail tirnes and il is urlialitil W Make ^nY Ctlang 3 Or te erations on sa v Itisoul PerMissiOn from BUILDINGS SIZE: 1�y of Sania Aria 4 giJigligi SQ6L NOT and's + NEW BUILDING: Q (TWO STORY) f ate Law. LIVING AREA: FIRST FLOOR: ........... 1871 SQ.FT. Date 1 ST. STREET SECOND FLOOR: ........ 564 SQ.FT. LIVING AREA: ......... 2,435 SQ.FT. NO SCALE (s LANDSCA RL REFER TO CODE SECTIONS OF THE 2001 CALIFORNIA BUILDING CODE (CB C) N,OKTM GARAGE: ........................ 750 SQ.FT.(3 CARS) MC- 2001 CALIFORNIA MECHANI.CAL,c6DE; PC = 2601 CALIFORNIA PLUMBING CODE; EC = 2001' CALIFORNIA ELECTRICAL CODE; UBC Std. 1997,,UNIFORM BUILDING CODE STANDARDS (Volume 3): ICBO i 4 INTERNATIONAL CONFRENCE OF BUILDING OFFICIAL eeen GENERAL NOTES: ELECT�RICAL NOTES,: 1. BONDING CODUCTORS SMALL BE CONNECTED TO ALL 10. FOR HALLWAYS OF 1OFT. OR MORE IN LENGTH AT LEAST ONE GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND METAL OUTLET BOXES, jiNvnON BOXES, AND ALL ISOLATED RECEPTACLE OUTLET IS REQUIRED. CEC 210-52(h), CONDITIONS ON JOB 97E PRIOR TO START THE WOW. < METAL PARTS OF ELECTRICAL SYSTEM. 11. THE TWO OR MORE 20-APPUANCE BRANCH CIRCUITS REQUM z -47 -114 CEC 250 250 2. DISCREPANCIES, ERRORS, OMISSIONS , CONFLICTS, BY SECTION. 220-4(bi) SHALL SERVE ALL REWTACLE AND THIE LIKE. APPEARING IN THE DRAWINGS SHALL BE it OUTLETS INCLUDING REFRIGERATION EQUIPMENT, IN THE KIT- 2. SPUCE BONDING CONDUCTORS TOGETHER AND CONNECT LL BROUGHT TO THE ARCHITECrS ATTENTIONS BY THE Y, BREAKFAST ROOM, D1 CHM, PANTR NING ROOM, OR SIMILAR CONTRACTOR BUORE COMMIENCING THE WORK. ONE TO GROUND SCRIEV ON RIECEPTACLIE AND BOND TO USED SEE DIAGRAM. i; AREA OF A DWELLING UNIT. SUCH CIRCUITS. WHETHER TWO 13OX IF METAL IF PLSTIC BOX IS z OR MORE ARIE USED. SHALL HAVE NO OTHER OUTLET& S 3. WORKING DIMENSION SHALL NOT BE SCALED FROM PLANS, CIEC 250-114 it COUNTERTOP OUTLETS SHOULD BE EQUALLY SERVED BY GAS METER < SECTIONS, OR DETAILS ON THE STRUCTUIRAL DRAWING& LARGER SCALE DETAIL DRAWINGS SHALL TAKE PRECEMCE 3. DO NOT INSTALL MORE CONDUCTORS IN BOXES THAN THOSE REQUIRED APPLIANCE CIRCUITS. CIEC 210-52 370-6(o) N t ELECTRICAL CODE ALLOWS. CIEC OVER SMALLER SCALE DRAWINGSl AND NOI DIMENSIONS 12. SEPARATE CIRCLRTS ARE REQUIRED FOR PERMANENT APPLI N UJ SHALL TAKE PRECEDENCE OVER SCALED DIMENSION& C 0 DINING AREA I 0 It 4. BIEFORE CALLING FOR ROUGH INSPECTION, STRIP CABLES ANCES SUCH AS DISHWASHEn GARBAGE DISPOSAL. AIR 3 AR' GARAGE CONDITIONUM FORCED AR HrAim umilsll wwwo umr:N Ili X _J t; N AND MAKE SIPLICES. LEAVE AMINIMUM OF SIX INCH TALS 4. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE CEC 220 FROM FACE OF BOX DO NOT INSTALL SWITCHES, STATE AND LOCAL BUWNG CODES AND ALL OTHER RECEPTACLES OR FIXTURES CEC 300-13(b); 30014 13. SMOKE DETECTORS SHOULD RECEIVE THEIR UNSWITCHED POWER GOVERNING CODES, ORDINANGES, REGULATIONS AND LAWS, III 1 01 FROM EITHER A LIGHT OR RECEPTACLE CIRCUIT W/ BATTIERY W 7J i BUILDING CODE- UNIFORM BUILDIING CODE, 1997 1 5. DRIILL ALL HOLES FOR FLEXIME METAL CONDUIT/CABLES & BACKUP. NON-MIETALLIC SHEATHED CABLE (Romex) IN CENTER OF T 5. ALL ASTM. DESIGNATIONS SMALL BE AMENDED M DATE 2- WOOD STUM ETC IF HOLES ARE CLOSER THAN 1-1/4* TO 14. ELECTRICAL CONDUCTORS TO ALL DETACHED BUILDINGS OR UNLESS OTHERWISE NOTED. AUND!% SURFACE OF WOOD NIEN81151M A 1/16* STEEL PLATE MUST BE STRUCTURES SHALL BE INSTALLED UNDERGROUND IF AL7E- UJ N 6. ALL DOORS & WINWWS SHALL BE WEATHER TIED & USED. CIEC 300-4 RED. (ALL NEW INSTALLATIONS SMALL BE UN OD SWC =41-Sw PROYIDED VAIN INISIECT SCREEN -METAL DOOR & WINDOW 1; 6. RECEPTACLES ♦AT THE FOLLOWING LOCATIONS SHALL 13E PR- 'Sri SHALL BE IN COMPLIANCE WITH ANSI. SM. A13 OR A1342. 15. FLEXIBLE CONDUIT AND NON-METALJJC SHEATH CABLE CANNOT OTECTED BY A GROUND FAULT INTERRUPTER: 4W BE INSTALLED EXPOSED. CIEC 3ft 350 7. GLAZING & INSULATION SHALL CONFORM TO THE STATE A. IN BATHROOM. ENERGY INSUL STANDARD. B. BASEMENTS AND GARAGES WHEN NOT DEDICAED TO A 16. SPARE FUTURIE RACEWAYS (ATM CRAW-SPAM D(TEPJOR) it FIXED APPLIANCE SHALL BE INSTALLED ON ALL NEW FLUSH SERVICES AND 8. ENCLOSED ATTIC SMALL BE VENTILATED BY MEAN OF a ON THE OUTSIDE OF THE BUILDIING BELOW SIX FOOT SIX SUSPANEL& CED 90-7 i SCREENED EAVE VENT & END WALL WITH MIN. NET AREA OF INCHES. ROUGH 1/150 OF VENTILATED AREA - TOTAL AREA OF VMTS. 17. ALUMINUM CONDUCTORS NOT PERMITTED IN SIZES 14 7H 1/150) D. WITHIIN SIX FOOT OF A SINK CEC 210-8 it 8 A.W.Q SAMC 8-815 SQ.FT. .......... - -FA)MLY DWE1.LING, • AT LEAST ONE RECEPTACLE 7. ItOR A ONE II& ALL MOVED -ON BUILDINGS OR STRUCTURES SHALL BE BROUGHT 9. WALL COVERING S14ALL BE CEM04T PLASTER.TILE OR - - - - - - - - - - - - - - - - - OUTLET SHALL BE INSTALLED IN EACH BASEMENT AND IN UP TO PRESENT ELECTRICAL CODE REQUIREMENTS OF THE 70 INCHES A13OVE DRAIN AT SHOWERS BEDROOM #3 GARAGE WITH ELECTRIC POWER. AT LEAST ONE RECEPTACLE APPROVED EQUAL TO EACH ATTACHED GARAGE, AND IN EACH DETACHED CITY FOR NEW BUILDINGS. CIEC 102(s) OR " SHOWEft MATERIAL OTHIER THAN STRUCTURAL SISTANt GLASS ENCLOSURE BED0�060M #1 ELEMENTS SHALL K MOISTURE RE_ OUTLET ACCESSIBLE AT GRADE LEVEL SHALL BE INSTALLED 19. LIGHT OUTLETS AND RECEPTACLE OUTLETS MAY BE ON THE DOORS AND PANELS MUST 13E LABELED CATEGORY 11. OUTDOORS. CEC 210- 52 SAME CIRCUIT PROVIDIED IT IS NOT ON ONE OF THE TWO RIE- BED ROOM #2 1 1 ubbmct T_-� vC4. 10. PROVIDE WATER-RESISTANT GYP. BID. BACKING AS A BASE A 7, LILY S FOR TUB & S140YAM ENCLOSURE AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET QUIRIED APPLIANCE CIRCUITS. CEC 210-23 20. A NEW ELEcTFqqAL SERVICE is USUALLY REQuRw IF E)as-nNG SHALL BE INSTALLED IN EVERY HABITABLE ROOM; 1N.BATH- FOR WE CA WALL PANEL OR WATER CLOSET COMPARTMENT WALL IS LESS THEN 100AMPS. FOR EDISION COMPANY PILAlINER AND ROOMS, HALLWAYS, STAIRWAYS ATTACHED GARAGES AM LOCATION OF NEW ELECTRICAL METER SERVIM CALL (714) 11. EXTERIOR DOOR SHALL BE SOLID CORE DOOR OR DETACHED WAGES (WITH ELECTRIC POWER 0 AT OUT- 973-WW. CEC 230-79(d) DOOR ENTRANCES OR DOM IF STAIRS HAa MORE THAN 5 -0 ip, :,I _J Fire rDlIn TOAKRED MASS W/DEAD SOLT PER SECURITY ORDINANM THEN SWITCHING REQUIRIED AT EA04 FLOOR LEVEL Al. All. JUNCTION BOXES, SUCES, SHALL BE ACCESSIBLE WHEN 12'-Ol# CEC-210-70 WORK IS COMPLIETIE. MAKE ALL SPLICES INSIDE BOX 12'-0" 1Z DOOR TO, GARAGE SHALL 13E SOLJD COW DOOR W 1611-LINGTWAT-LEAST ONE 9. FOR HALLWAYS OF 1 OFT. OR MORE RECEPTACLE OUTLET 22. BATH ROOM RECEPTACLES SHALL BE SERVED BY DEDICATED A/C IS REQUIRED. CEC 210-52(h) 2 N 20A. CIRCUITS NEC� SECTION 210-52 (d) �/Publl ilc Works Agency 4 LANDSC4E Co 4' N i 4,A-M] LIAW","? [01ti-AZ PLUMBING NOTES VENTILATION NOTE: v Gralding Permit L 1. PROVIDE A MIN ATTIC VIENII�UTIONS: _T -4 DIAMETER SEWER/MAIN LINE WITH 2X MIN. crtnty of 0 OF 3 r nge Health Depa LIMBER: SL.OM 2. CONTROL VALVES FOR SHOWER & TUB -SHOWER SHALL BE OF THE! CP�T A ICA F -M Rk PRESSURE BALANCE OF THERMOSTATIC VALVE TYPE. Cal/OSHA XING J X -,a" 1. FIRST FLOM- SQ.FT. V SEC..7 UC. MT AREA R1EQUffMD:. 000 SQ.FT. 150 - 00 SO -FT. - 000 S.1 2. CONCRETE:- TYPL V CEMENT: 2500 PS 028 DAYS 410B5 GAL VINE AT 20O.C. AT PERIMETER 6' HIGH 3. WAX FLOW RATE STANDARDS SET BY THE CAUFORNIA ENERGY BLOCK WALL BBLK. WALLS (0)5.5xl4.5- 0000 S.I.(EAVE SCREENED VENTS) TYP. 0 FOUNDA11ONS SLAB ON GRADE _J COMMISSION. WATER CLOSET 0 1.6 GPF �N 3. REBARS GRADE +0 STEEL ASTM. 615. SHOWER HEAD 7-5 GPM LAUNDRY FAUCET 2.2 GPM 2. SECOND FLOOR: 0000 SQ.FT. 4. FOUNDAnoN: ASSUME SOIL PRESSURE IS I OOObs. PER SF� AS PER SINK FAUCET 2.2 GPM VENT AREA REQUIRED: 0000 SQ.FT. 000 000 SQ.FT. 0000 S.I. U.B.C. TASL II&I.A. 4. ACCESS PANEL (12*Xl2*) REQUIRED FOR TUB TRAP SLIP -JOINT OR' VENT AREA PROVIDED: W ReVision/Issu (OO)5.5x14.5- 000 S.I.(EAVE SCREENED VENTS) 4 T, F 019i vIt i C-A(l,,IF%,;[zNlA WCEN46-P LAN7 ,sUIZ-vVY6F, OF, 4A'UF. T<-t!4IsT&r,617 eIVIL. I r -i rl- NA f WHO 1� AUTH,0;ZI r, 5,9 74 PRAT (4-FE, � Wv -15L)RvF1yC+1e1 PERMIT TYP BLDG ELECT PLBG -rHF. e-omfllil,�Tsv FtVATI,9N Il6up�NtTTE;V 4�ff �IKAIJ MECH GRAOINGSITE PLAN LEGEND At W, tv"'wIti, M-9 PL L SLOPE SLOPE �J FPLA' 8:12- LEGENDS & SYMBOLS 8:12 " 7-r L .1 Soo 144 7 C (301E D I T 10 DOOR NUMBER IZ7- 00 (D ................ W LIBRARYli& READING 5- OPEN I FLOOD ZONNE SLOPE SLOPE UA WINDOW NUMBER 8:12 8:12 ................. FLOOD Z,01NE: CERj,"P, RE-Q'D 1( VE Landscap�, OP; cv W 11 04 00 MIQ OFILM SECTION NUMBER SLOPE B: 12 W C-4 DRAWING NUMBER MASTER BATH I�ANT SECTION NUMBER 4- MASTER BEDROOM ```��a'GAnr�y C-4 0 o.C33642 CQ 161-0" _QNTA("',,`1 5 Exp. 6/30/06[ A3 c o(A DRAWING NUMBER FIL i Ale") -,7 -f SLOPE v it 8-12 C (3) c.4k- 9,0.r4�0 I SLOPE SLOPE 4- -ALI 004,'v +0 Ie v&izer", W 8:12 802 W i 0 DECK N row ROOF PLAN SECOND FLOOR- 2 SCALE: 1/8 !V = 11-0" SCALE: 1/8" = V-0- It -,/ v ---------------------------------------------- ----------- - K-UMBER. DESCRIPTION 51ZE aly SELECT ONE OF THE FOLLOWING 55PECIE5 CARROTWOOD, CALIFORNIA SYCAMORE-, 15 GAL. BRADFORD PEAR, ORNAMENTAL PLUM CRAFTMYRTLE OR AMERICAN 5WtETG11IM 5CHRUB5 5 GAL. GROUND COVER, FLATS LAWN; MARATHON THREE 50D PLANTER BOX WITH EDGES CONCRETE SURFACE NEW DRIVEWAY APPROACH PER CITY STANDARD ELECTRIC METER FLUSH MOUNTED AND PAINT TO MATCH HOUSE 30WO" AC. CONC. PAD WATER METER LOCATION TO M VERIFY NOTES ALL LANDSCAPE AREA SHALL BE IRRIGATED ALL UTILITIES SHALL BE UNDERGROUND ;,Fi rr,� - vATA _iM NM4 AV UN V FA , MAN_ S 0 1:,R, ?fiIt AA 4r4UNVf�-NM�50(,"W ?LAN Project Name and Address: lk "T Mr.&Mrs. DO XUAN THUANIS 3.40SIEC 1,4.,f�QNMTV N RESIDENCE PROJECT A V&T A 820 N. ELICUD ST. SANTA ANA CALIFORNIA 1"%,16,1, -s - VIV7A I V-;� MCTR14A� MAN 0, E; [��Tg I 6A L rLA IN Project. Shot Mr;CHAW1(.,AiL MAN 050104-HOUSE i.A NOf<T'N Dot J c NOTED ------ - tv im 00 12'—I� i 0,-b " I ENTRY! T_ I LIVING ROOM F4 .F *4x G H P Co IV41' 4 x rot%PT T-@ r"Al i A l3t" F- ZIP F 0 Y LER Cn 0 i V to (p ' 4 i, i ! i ; 0 I#- - A 3 CAR GARAGE 01 13 x DINING AREA N ^4 z 1 U_ 5/8" TYPE 'Y'i 3 i T-3 I _0 a, oo 0 GYP. 8D. C) Z 0 > it > V 1'4 ^T 40T, Tp W,6 mot AUND Y 3* 5/8" TYPE "x" .wvmW14 4_. 74" Tt U V) 0- J w KITCHEN ROOM 'r fix. + ----------- 0 N "ptop (WA4 REF. W117TH k ml N1 le!' ti BAH 4 Ll B THRO M FAMILY ROOM 51-9" A w-9 V BEDROOM #1 BEDROOM #2 ------- --- --- LINE OF 2ND, FLOOR 043, A +X4 Hm ell, 4 X4 Zj 4x(. HP?, LANDING 531-6" A/C' GROUND FLOOR PLAN- DIMENSION PLAN, 1 ?J SCALE: 1/4 10 WINDOW" SCHEDULE NUMBER WINDOW 512E 07Y MATERIAL FRAMING rINI51 REMARK5 METAL DUAL GLA55 METAL MANUFAC,� _TY /i UA 2414 41. 0 x''.4 METAL DUAL GLA55 I METAL i MANUFAC,_ METAL TEMP. GLA55 MEAL AL MANUFAC. (D z 4 METAL DUAL GLA55 METAL MANUFAC. 5LIDING WINDOW 10, 7_7 4. METAL DUAL GLA55 METAL DUAL GLA55 METAL METAL MANUFAC, MANUFAC 5INGLE WINDOW 7- -2.1 N A 61-OMX sio /J C I kCIE TOP METAL DUAL GLA55 METAL i NIANUFX�� 55 111, 4 G L _7 ( 15AFM 4 LAZ 4 WINDOW 1 A-3 L* Ill BEDROOM #3 L-11 1.1 ..DOOR SCHEDULE NUMBER. DOOR 512F 07Y ............ MATFRJAL FRAMING FIN15H REMARK .4 P x- WOOD PAINTED 2o m-lt4, p. !wrkp'TTxT 7H -N 4001-- WOOD PAINTED METAL STY 4 LA2.4 Mel DUAL TEMP, METAL MANUFA4 2 METAL DUAL TEMP. METAL MANUFAC, 4&& WOOD PAINTED HOLLOW CORE WOOD PAINTED METAL METAL I MANUFAC. AAF,T*Y GtLA7_tN4 METAL i METAL MANUFAC, GARAGE 11 0 2'-10" mz I® N 8'— __14LAZIF��44 WAFUI_114% DECK MATERJAL DECK DECK CO ING 5Y5TEM 11P (ICBO #5432) OVER, 314' CDX PLYWOOD T. * G. (32/1 G) W/6d @ EDGE @ G'O,C, COM. NAIL5 W-10" ba @ FIELD @ 12- O,C. COM. NAIL5 4— SECOND FLOOR- DIMENSION PLAN SCALE:1/4" l'- 0" NORTH 0 k�},�lr � � 4 1—L (5 5,N 7 FwmVN4 WAN, -1— (D �A V-1- A 51—oll DOOR TYPE -1411 5) 0" Cp N C' 2 0 ii 0 0 O (D WINDOW TYPE, n. JB Omwal Nota I izfQIetpN A SlUlo4 No. Revision/Issue Date Firm Nome a»d Address: Project Name and Address: Mr.&Mrs, DO XUAN THUAN'S RESIDENCE PROJECT 820 N. EUCUD SANTA ANA — CAL FORNIA Project: Sheet: 080303—HOUSE Date: A-1 Scale: -------------------------- 8 8 --TFT-F ZEXTERIOR FINISH STLICCO COLOR- SILK SAILS 114-2 REAR ELEVATION SCALE., 3/16"= 1'-0' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LIMESTONE FIN. EXTERIOR. COLOR: MONTEREY 12 -T ------ ------------ LPI, CO N Z/EXTERIOR FINISH STU6CO COLOR: $ILK SAILS 114-2 in L L W, Me- Now ME xn;� See Sec. 9W (b) coMBUSTioN AIR INTAKS-(K/4" MESH SCREP-N) 100 SQ. I NCH 5 NET Furnace B*ru. 018" END EVENT k WWI nA& COLOR: MALLORCA TYPICAL LIGHT WEIGTH CLAY LITE TILE ICBA # RO-OF TRIM COLOR: GYPSUM 520-1 EXTERIOR FINISH : STUCCO COLOR: SILK SAILS 114—.2 CHIMMEY TRIM COLOR: WHEAT SHEAF 415-3 TYPICAL LIGHT WEIGTH COLOR: MALLORCA CLAY LITE TILE ICBA # ' ROOF TRIM COLOR, GYPSUM 520-1 EXTERIOR FINISH : STUCCO COLOR: SILK SAILS 114-2 I ------- -- - - - - IT-,F LEFT EQ.ATION SCALE: 3/16" COLOR: MALLORCA TYPICAL LIGHT KIGTH ( 6 PSF CLAY LITE TILE ICBA # .2 ROOF TRIM COLOR- GYPSUM 520-1 2 1 j will a EXTERIOR FINISH : STUCCO EXTERIOR FINISH : STUCCO' COLOR. SILK SAILS 114-2 tj Ik COLOR: SILK SAILS 114-2 ZEXXTERIOR FINISH : STUCCO COLOR: SILK SAILS 114-2 IXTER �R WALL 0046,1NO PER SE TIOIQ 2310 AIR SPACE*, •Mh" 2 In. airspace required. If air ptc4 Is tessftm 6 In, flashing It requlred.� PLANTER BOX -KOTECT10i ASAINST DECAY PLANTER BOXES tYPICAL LIGHT WEIGTH COLOR: MALLORCA FINISHFLOOR GROUND LIS T--1: y t A CHIMMEY TRIM COLOR: MEAT SHEAF 415-3 EXTERIOR FINISH : STUCCO COLOR., SILK SAILS 114-2 03 FRONT EQATIOL4 (HAZARD &.E.1 SCALE: 3/16* z; 1'-0- 10. Provide an 111111nizated plot plan of the compl4x at each drivqwAy entrance, (8-210M) - RIGHT ELEVATIONUCLID ST,) SANTA ANA POLICE DEPARTATEN'T RESIDIENTIAL SECURITY P! I t, Specify light fixtures, at. exterior doors, which provide one fboicandle of light at ground level. SCALE: 3 /16' - 1'-T rovWe Posba Elecftal REQUIREMENTS, (8 -210, L) —bisconnecL (See SM 51. a) Exterior swiziltig doors must be solid core, 1 1/4" tlljPkvr-*W panels 9/16" thick. (8-210.A) v 12. Parking lots and parking struotures of multiple dwelling co �kiIis must be provided with one Light nT foot candle of light. (8-210. N) OiA-sr 2. Doors leading from a garage into a dwelling unit must be S444 core, 13/8" thick. (8-2103) Controls I. Specify that above doors be equipped ivitli deadbolt looks vppZved by the r Police Department Required exterior light fixtures must be vandal resistant "6,. (8-210,C) specify make and model number, (TitiT1780ortAual) Sec. 5100 also ReM *ies 14, Wooden garage doors must have panels 5/16" In thickness, (11, 268,M) COINAW1119nift 014W 4. Specify flush bolt with 518" imbedment into bond and thresW4 on inactive leaves of exterior 42 ado No. C�l 6 5,J) Garage denn more than 16 feet in width must have two lmkb* points. (8-208,C) Wewpl'& double doors, (8-210-B) Mwilang Ex 1130/06 Spam tkt I& Slide bolt asseml)jfea must be attached to the doorframe with opn-removabilt bolts. (8-208.D) Olt-h- 5, Glaziu& in exterior doorsor within.40" of the latch must be tempered or burglary resistant 3WV 04" Wide t (8-2 1 G.F) 17. llue Slide bolt must be 318" in dia .(8,208,D) /Vk r FrA A== Way 6. Hinges for out swinging d"re jmtL%t have 1�ojj-removable pio (N ReLsted Code Sectom- SM, 708 t . W), (8-2 1 0,G) 18, Windows and sliding glass doors must comply with teststand0ils of section 8-212, Spocifyma�, 7 and model number. (8-209,A) If not approved raust install sliM'bolts and po , at 7. Strike plates tnu.5tbe 3 yx"10nig, secured to theiatib with scams 2 VV in length. (8-210.H) devices it upper track of window and door. Central Warm-ar furnaces installed in an affic must be accessible for roWns Waftn switCh maintenance or 20 8. Front extwior doois to be quippe-d'%ith I80'door viewers k'40ar vision panels, 19. Louvered Nvio4ow may not lubricating rpant andr Service and repair,ee.CherIginrbe used within W vrmi.cally or 6%0.�hzontally from any walkway ncand tan, beannM checking bolt W4don, and mkjh" Ow Pilot 1101110Iwing a Lack structure must have a street addressor other IdentitIcat.q , which is visible trout the street, SWmce interruption am normal owner functions. -rzOx3,. L Ad"uaft ligft, an ejaotrical ou"t 9 , Saft Amu Opening access way and sufficient working Space on the col%vj side all encourage and facilitate Figures must be 4" minimum in height of a color contrasiting-14 the background. (8-2 10. KI) 26. All skylights shall be provided Nxith rated burglary resistant glilog, (8-2 10) maj riteriance and also On4ble rd0d Ogress in an emergency. 1.01111111110 1 WWI MA .0 w1111:11i :1, l�ii 1 OMM -PRIM Revision/issue Date 40' F-wm Name and Addy"*, Projiset Nam# and Addrimm Mr.&Mrs. DO XUAN THUANS RESIDENCE PROJECT 820 N. EUCUO ST. $ANTA ANA — CALIFORNIA Project Sheet 080104-1. OUSE Dote: AS NMI) X nA& COLOR: MALLORCA TYPICAL LIGHT WEIGTH CLAY LITE TILE ICBA # RO-OF TRIM COLOR: GYPSUM 520-1 EXTERIOR FINISH : STUCCO COLOR: SILK SAILS 114—.2 CHIMMEY TRIM COLOR: WHEAT SHEAF 415-3 TYPICAL LIGHT WEIGTH COLOR: MALLORCA CLAY LITE TILE ICBA # ' ROOF TRIM COLOR, GYPSUM 520-1 EXTERIOR FINISH : STUCCO COLOR: SILK SAILS 114-2 I ------- -- - - - - IT-,F LEFT EQ.ATION SCALE: 3/16" COLOR: MALLORCA TYPICAL LIGHT KIGTH ( 6 PSF CLAY LITE TILE ICBA # .2 ROOF TRIM COLOR- GYPSUM 520-1 2 1 j will a EXTERIOR FINISH : STUCCO EXTERIOR FINISH : STUCCO' COLOR. SILK SAILS 114-2 tj Ik COLOR: SILK SAILS 114-2 ZEXXTERIOR FINISH : STUCCO COLOR: SILK SAILS 114-2 IXTER �R WALL 0046,1NO PER SE TIOIQ 2310 AIR SPACE*, •Mh" 2 In. airspace required. If air ptc4 Is tessftm 6 In, flashing It requlred.� PLANTER BOX -KOTECT10i ASAINST DECAY PLANTER BOXES tYPICAL LIGHT WEIGTH COLOR: MALLORCA FINISHFLOOR GROUND LIS T--1: y t A CHIMMEY TRIM COLOR: MEAT SHEAF 415-3 EXTERIOR FINISH : STUCCO COLOR., SILK SAILS 114-2 03 FRONT EQATIOL4 (HAZARD &.E.1 SCALE: 3/16* z; 1'-0- 10. Provide an 111111nizated plot plan of the compl4x at each drivqwAy entrance, (8-210M) - RIGHT ELEVATIONUCLID ST,) SANTA ANA POLICE DEPARTATEN'T RESIDIENTIAL SECURITY P! I t, Specify light fixtures, at. exterior doors, which provide one fboicandle of light at ground level. SCALE: 3 /16' - 1'-T rovWe Posba Elecftal REQUIREMENTS, (8 -210, L) —bisconnecL (See SM 51. a) Exterior swiziltig doors must be solid core, 1 1/4" tlljPkvr-*W panels 9/16" thick. (8-210.A) v 12. Parking lots and parking struotures of multiple dwelling co �kiIis must be provided with one Light nT foot candle of light. (8-210. N) OiA-sr 2. Doors leading from a garage into a dwelling unit must be S444 core, 13/8" thick. (8-2103) Controls I. Specify that above doors be equipped ivitli deadbolt looks vppZved by the r Police Department Required exterior light fixtures must be vandal resistant "6,. (8-210,C) specify make and model number, (TitiT1780ortAual) Sec. 5100 also ReM *ies 14, Wooden garage doors must have panels 5/16" In thickness, (11, 268,M) COINAW1119nift 014W 4. Specify flush bolt with 518" imbedment into bond and thresW4 on inactive leaves of exterior 42 ado No. C�l 6 5,J) Garage denn more than 16 feet in width must have two lmkb* points. (8-208,C) Wewpl'& double doors, (8-210-B) Mwilang Ex 1130/06 Spam tkt I& Slide bolt asseml)jfea must be attached to the doorframe with opn-removabilt bolts. (8-208.D) Olt-h- 5, Glaziu& in exterior doorsor within.40" of the latch must be tempered or burglary resistant 3WV 04" Wide t (8-2 1 G.F) 17. llue Slide bolt must be 318" in dia .(8,208,D) /Vk r FrA A== Way 6. Hinges for out swinging d"re jmtL%t have 1�ojj-removable pio (N ReLsted Code Sectom- SM, 708 t . W), (8-2 1 0,G) 18, Windows and sliding glass doors must comply with teststand0ils of section 8-212, Spocifyma�, 7 and model number. (8-209,A) If not approved raust install sliM'bolts and po , at 7. Strike plates tnu.5tbe 3 yx"10nig, secured to theiatib with scams 2 VV in length. (8-210.H) devices it upper track of window and door. Central Warm-ar furnaces installed in an affic must be accessible for roWns Waftn switCh maintenance or 20 8. Front extwior doois to be quippe-d'%ith I80'door viewers k'40ar vision panels, 19. Louvered Nvio4ow may not lubricating rpant andr Service and repair,ee.CherIginrbe used within W vrmi.cally or 6%0.�hzontally from any walkway ncand tan, beannM checking bolt W4don, and mkjh" Ow Pilot 1101110Iwing a Lack structure must have a street addressor other IdentitIcat.q , which is visible trout the street, SWmce interruption am normal owner functions. -rzOx3,. L Ad"uaft ligft, an ejaotrical ou"t 9 , Saft Amu Opening access way and sufficient working Space on the col%vj side all encourage and facilitate Figures must be 4" minimum in height of a color contrasiting-14 the background. (8-2 10. KI) 26. All skylights shall be provided Nxith rated burglary resistant glilog, (8-2 10) maj riteriance and also On4ble rd0d Ogress in an emergency. 1.01111111110 1 WWI MA .0 w1111:11i :1, l�ii 1 OMM -PRIM Revision/issue Date 40' F-wm Name and Addy"*, Projiset Nam# and Addrimm Mr.&Mrs. DO XUAN THUANS RESIDENCE PROJECT 820 N. EUCUO ST. $ANTA ANA — CALIFORNIA Project Sheet 080104-1. OUSE Dote: AS NMI) X v'rC P WR Uj"kL')_ SOLID BLK- ALL UNSUPPORTED PLYWOOD EDGES STRUCTURAL PANEL SHEATHING: t/2'sTRUCTiny0ROS8 W18d @ 6'/ 67121COMMON NAILS) CONT. DOUBLE TOP PLATE HEADER 04 EACH SIDE OF PANEL -- - - - —a- -- - - - - -- - - Q------------- ---- ------- -------&------------ P.T.DT,SILLPLATE FOOTING MIN. 2 ANCHOR BOLTS PER PANEL ------- ----8--------------- - --------- - -- --- ---- - -- MAX 12"&MIN. S�kROMBREAK`--- R 114 AL PLATE #4 TOP &BOTTOM 114OF PANEL WIDTH 1/4 OF PANEL WIDTH — HOLD DOWN EACH SIDE OF PANEL (1800t MIN, CAPACITY)- THICKEN FOOTING AS REQUIRED FOR BUT EMBEDMENT DEPTH 9 (NO HOLD DOWN REQUIRED FOR PANELS EXCEEDING 48' INWIDTH 4 ALLOWABLE SPANS FOR OF #2 ROOF RAFTERS (DF-LARCH) ALLOWABLE SPANS FOR OF #2 CEILING JOISTS (DF-LARCH) Ught Dead toad (up to 15 psfl/ Dead Load: S psf/ Live Load: 10 psf Max Roofing Load 6 psf (Asphhalt Shingles) Live Load: 2D psf RAFTER SIZE SPACING I ALLOWABLE PA J SPACING O B 24' 9'•10' 2x4 16' 11'-3" 12' 1qq2'-S' 2x6 16" 1T s' 2x6 16' 10' 8" 12' 12` 4" 12" 17-6' 2x8 16" IY-5' 2x8 16" 23f-4' 12" 151.6" 25'-8' 2411 2x10 16' iT 2' 2x10 12" 26'-T 12, 19' 10" 24" 2x 12 16, 2V-10" 12' 24'-1" ALLOWABLE SPANS FOR OF #2 FLOOR JOISTS (DF-LARCH) ALLOWABLE SPANS FOR ALLOWABLE SPANS FOR Ug tDeadt.oad(upto 10 s OF #1 FLOOR GIRDERS (OF LARCH) DF#1 HEADERS (DF-LARCH) Max. Flooring toad: iS psf (Carpet oMnA Max, Floor Dead load:15 psf Max. Tributary Width: 8'-0' Maximum span of tributary load: 2V-O' Live Load: 40 psf S AN IGIRDER SIZE Upto4'•0' 4x4 4•Pto5-0' 4x6 2x6 1" 6' 9'•9" 5';3' 5'•8" 4x6 12' i ' " 6-1'to8'-0' 4x8 2x8 24'* 16' 10'-2' 12'-7" 6'.10' 1'-4" 4x8 12" 4'- ' 8'11to 10'•0' 4x10 2X 10 24" 16' 12'•B' 15'-0" i j 12' iT-4' 10' 1"to IT-o" ax12* "4x12DFNo.lmay beused over ai6'-T j 24" 14'-4" 2x 12 16" 18' 0" garage door in one-story garages without ceilings I 12' 20'•6" oro n adoofcarport sr6CNes, ALLOWABLE SPANS FOR PLYWOOD OR OSB FLOOR AND ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS -PERPENDICULAR TO SUPPORTS NOTE: APPLIES TOPANELS 24'ORWIDER (UBCSEC. 2312) SHEATHINGGRADES ROOF FLOOR AN RATING SPAN TH( KN SS IN LOADS PS MAX, SPAN (iN) Panel edgeswith ton ue and ngg FloorJRao#Span RT E[XESUPPORT {2X8lCICKlNGII FORI/YMAX, SPAN+24' FOR EDGE 5US P N+2 TOTAL LOAD LIVE LOAD 24/0 7/16,112 24 ( 20 40 34 groovejointsorwtthbialang 24116 7/16,112 24 24 50 I 40 16 32/16 15134I1Z51 32 28 40 30 16 40/20 19/32, Ste, 3/4, 718 40 I 32 40 30 20 { 48/24 23/34 V4, 7/8 48 36 45 35 I 24 '. SECTION 1-1 SCALE: 1 /4" 5) SECTION -2 SCALE: 1 /4" y,—O» HILIINfj Jkl1tUULt K IAbU 23-II-b-1 IST TO SILL OR GIRDER TOE NAiL 3-8d RIDGING TO JOIST, TOENAIL EACH END 2.8d SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 16d @ 16oc SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 3-16d per 16' TOP PLATE TO STUD END NAIL 2.16d JTIJ TO SOLE PLATE 4.8d TOENAIL OR 6d END NAIL ,jDOLIBLE STUDS FACE NAIL 16d @ 24' oc DOUBLE TOP PLATES TYPICAL FACE NAIL 16d @ 16' oc P-QU—BLE TOP PIARES, LAP P ICE 8.16d BLOCKING BETWEEN JOISTS OT RAFTERS TO TOP PLATE TOENAIL 3-8d RIM JOIST TO TOP PLATE TOENAIL 806' oc TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d CEILING JOISTS TO PLATE TOENAIL 3-8d CONTINUOUS HEADER TO STUD TOENAIL 4-8d CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3.16d CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL 3-16d RAFTER TO PLATE FACE NAIL 3-8d BUILT-UP CORNER STUDS 16d @ 24' oc 2" PLANKS 2-16d @ EACH BEARING NOTCHING & BORING FLOOR JOISTS (NOTCHING NOT PERMITTED 1N MIDDLE 1/3 OF JOIST SPAN) vHAW SS, MK116N71WU AJ . TO epD r4K' U) z U � w 3 T. 0 � z w D z p w � (j) W � m i NO. Revision/Issue Dote Firm Nome and Address: Praject Name and Address: M r. &M Is. DO XUAN TH l'.iAN S RESIDENCE PROJECT $20 N. EUCLID ST. SANTA ANA -» CAUFORNIA Pre jeot: Sheet: 04 . HOUSE Oats.- 15-01-04 Saole: AS NOTED ob comrp Not" SHEAR WALE. SCHEDULE EXT. FOUDATION INT. FOUNDATION UPPER FLOOR PANEL SHEAR PANEL DESCRIPTION FV(PLF) ANCH, BOLTS ANCH. BOLTS SILL PLATE NAILING 5 5/8" GYP W/ 8D @ 6" OC - 1 SIDE 63 5/8" @ 60" OC @ 60" OC 16D @ 12" OC 5/8" GYP W18D @ 6" OC - 2 SIDE 125 618" @ 30" OC @ 30 " OC 16D @ 6" OC 6 1/2' GYP W/8D @ 4" OC - i SIDE 125 5/8" @ 48" OC @ 48" OC 16D G 6" OC 1/2 "GYP W/ 8D @ 4"OC - 2 SIDE 250 5/8 " @ 24 " OC @ 24" OC 16D @ 4 " OC 7 5/8 " BLK GYP W/8D @ 4"OC - 1SIDE 145 5/8" @ 42 " OC @42 " OC 16D @ 8" OC 5/8" BLK GYP W/ 8D @ 4 ' OC - 2SIDE 290 618 " @ 21 'OC @ 21 "OC 16D @ 4 " OC 8 7/8 'STUCCO/LATH W/16 GA NAILS 180 5/8" @ 40 " OC @ 24 OC' 16D @ 8" OC 6' OC @ EDGE 9 7/8 " STUCCO/ LATH W/ 160A NAILS 325 5/8 " @ 20 " 0C @ 24 " OC 16D @ 4" OC 3" OC EDGE 10 3/8" STRUCT It PLY W/8D @ 6" OC-1SIDE 230 5/8 " @ 28" OC @ 28" OC 16D @ 6" OC 3/8" STRUCT 11 PLY W/8D @ 6" OC-2SIDE 460 5/8" @ 14 "OC @ 14" OC 16D Cal 3" OC 11 3/8" STRUCT 11 PLY W/ eD @ 4"OC-1SIDE 360 5/8" @ 18" OC @ 18 " OC 16D @ 4" OC 3/8" STRUCT 11 PLY W/8D @ 4"OC-2SIDE 720 5/8" @ 9" OC @ 9" OC 16D @ 2" OC 12 3/8" STRUCT 11 PLY W/8D @ 3"OC-1 SIDE 460 5/8" @ 15" OC @ 15" 0C 16D @ 3" OC 3/8" STRUCT 11 PLY W/8D @ 3"OC-2SIDE 920 5/ 8" @ 7" OC @ 7" OC 16D @ 3" OC 13 3/8" STRUCT 11 PLY W/81) @ 2"OC-1SIDE 610 5/8 " @12" 00 @ 12" OC 16D @ 21/2"OC 3/8" STRUCT 11 PLY W/ 8D @ 2"OC-2SIDE 1 1220 1 5/8" @ 6" OC @ 6" OC 16D @ 21/2-OC L � FOUNDATION PLAN1/4 NOTES: 1- For the use of common nails with full allowable values , the continuous inspection or structural observation should provided. 2- On all shear walls where allowable shear values exceed 350 # / ft., foundation sill plates and all framing members receiving edge nailing from abutting panels must be min. 3x members In shear walls where total design shear does not exceed 600 #/ft., a 2x sill plate may be used if anchor bolts are designed for a load capacity of 50% or less of their allowable capacity and have min. 2"x2"x3/16" plate washers. Plywood joint and sill plate nailing shall be staggered. 3- The values shown in schedules 6 and 7 must be reduced 50 percent for loading due to earthquake zones 3 and 4. 4- The values shown in schedules 10, 11, 12, & 13 are for short -time loads due to wind or earthquakf & must be reduced 25 percent for normal loading. 5- Reference: 1997 URC , Table 23.11-1-1. x 4 PG*T 13 Fi S'e-LK 11 ll FOOTINa DffTA1L�TYf=,) �T,15 VJ Z WC)0 � a Z � W X N Z � W (J) r WU. 06 � f L 6,a0.6 No. Revision /issue I Date Flan Name and Addrea* Prot fftne and Ad&ew M .$cMt°S. DO XU ,NNUAN'S RESIDENCE PROJECT 820 N. EUCLID ST. SANTA ANA - CALIFORNIA Project Sheet 080104—HOUSE Oate: 15-" M--04 A-4 AS NOMD DETAIL E I 2X4 FINGER 112" CDX ROOF SHTG U H A M I N(IJ H L A N SCALE 1 /8 1 0 WAM[41�1 �Ik SM -11 2x8 RR 16" 0. C \ 112 COX R.SHTG vne �31HALIL NOT 6iale, Lae, 1 N) A za JH. , 0 ti a L DBLE TOP PLATE 5-0 1 111 2X4 STUD 16" O.0 Isom SCALE: I" = I' 16D NAIL 12"0. C 12" CDX PLYW BEARING WALL BELOW 2) 2X4 STUD BELOW r-- 2X8 R,R 1114alawim DOUBLE TOP PLATE 7/8" STUCCO ADOUBLE TOP PLATE — A35 16" ox IVI + M —z2X4 KICKER 2XCJ 16" O,C L-- R30INS R131NS 4X12 DF#1 Bi LDG ELEC T PL C�O � iNi �:A A35 16" o. c SECTION BB ,' SCALE: 1/4" = 11' General Notes U LL] D 0 < D x Li I Cn U 0 c:) LLI 0 00 Ul LLJ 12L� ,73 Revision/issue Dnte Firm Name and Address: 3A STUDIO 11472 MORAN STREET SANTA ANA — CALIFORNIA Project Name and Address: r.&Mrs, CO XUAN TKJAN' RESIDENCE PROJECT 820 N. EUCLID ST. SANTA ANA — CALIFORNIA Project: Sheet: 080303—HOUSE Date: 15-12-03 A Scale: AS NOTED .1�OOF FRAMING PLAN A35 32" 4c B. -V t (.� �• v g $ p,ncf bra;:' .R7,_.oae�u;-5#'a tl «69 c€ rc .3 r s ,.-.�. .,. m.,auar. ,ro�rsysan .xYkt+i%i°• A.- .. i � Z.�. �.r .�.,.. +.�.. vexn�.✓ .via—.... ._.. k S � 1 Pori 4 Ll MR I V BEAM OR WALL LOW 2x8 PURLING PURLING -D*E:T:A:1L(:] L -- 2X4SUPPORT @16" OC BEAM PER PLAN General Notes Cl) z w � O ~ z � w D U x <. z O w nLd 0 00 wnr- � c46 cL C No. Revision/Issue Date Firm Name and Address: 3A STUDIO 11472 MORAN STREET SANTA ANA — CALIFORNIA Project Name and Address: Mr.&Mrs. DO XUAN THUAN"S RESIDENCE PROJECT 820 N. EUCLID ST. SANTA ANA — CALIFORNIA Project: Sheet: 080303—HOUSE Date: A-5. 15-12-03 Scale: AS NOTED 2x4 FLAT @3G'O.C, MAX. 2x -ROOF RAFTERS OR TRU55 SYSTEM I XG 5HIPW r E.N. / ,— 2-1 � NAILS 2x8-FA5CIA E.N. A.35 @I G' O.C. PLYWOOD 2 .2x - PL5 SHEAR PANEL (AS REQV) GI FLASHING ROOF PLYWOOD 5HR. PANEL R.R5. GA EA. 5TUD FRAMING DETAIL 2 — 2x4 6R 2 — 2x6 HEADER 4x4 FOR OPENING < 4' 46 FOR OPENING < 6' 4x8 FOR OPENING < 8' 1 — 2x — TRIMER 0 HEADER <%4x8 2 — 2x — TRIMER 0 HEADER >,4x1O TYP.BEAR $ G-WALL FRA'G 2x 10 R.K5. 2-1 G4 @ EA. STUD A .35 DETAIL ffel )OD 5HR. PANEL D G. O.C. 2x 12 FLOOR J015T R 12- O.C. #4 DOWEL 0 36" D.C. 18" L. 1 O"MIN GALV, SHEET METAL R W 00 PROTECTIO14 #40 N CASE CC 1 8. L FOOTING STEPS DETAJL 20 ;CKEW BOLT( 2x / 5TUD5 @ I G' O.C. I Gd @ I G. Q.C. 024" SAND DETAIL lu (ALL 2x - 5TUD5 @ I G* O.C. A5 Or -CURD 51MP5ON A.35 (A5 REQ`D) VRAI �J MP50N .2,x�F.J. HANGER.7x 18 BEAM SEE: FRAM PLAN 2XI0 2x- LEDGER 2. 2x- DECK J015T 2x4 BLOCKING — 3/8.0 LAG SCREWS 0 16" O.C. —_ 2x8 LEGGER 3/8m PLYWOOD SHEAR PANEL�—� 24 GA. G.I. FLASHING AND COUNTER FLASHING PAINT TO MATCH ADJ, SURFACE 1x6 CONT. WOOD NAILER FLASHING 21:440ATIANIXI ROOF /-ROOF RAFTER OR TRUSS SYSTEM' ROOFFRAMING GUARDRAIL AT DECK FRAMING DETAIL 1— 1 Pryw= I I i TIME BEYOND 2x8 BOARD A 1 2 3 4 2— ROOF SHT`G EDGE NAILING 2x4 @3G* O.C. MAX. 3— 2x8 BOARD NOTCH AS A. BOLT5 * WA5HER5 @ G'-Cr O.C. AT 15OLT5 PROVIDE PLYWOODOF — 2x -ROOF RAFTER5 REQUIRED WITH (3) 16d's PER ROOF MAX. (UNLESS OTHERW15E BLOCK AS SHOWN I XG 5HIMAP RAFTER FOLLOWING NOTED) 2-1 NAILS E.N. LINE OF CAUFORNIA - - - - - --- - - - FRAMING I — 4— PLYWOOD ROOD SHT`G 2x-FASCIA 5— 2x CAUFORNIA FRAMING TREATED DOUGLAS (2x4 AT 24* D.C. 6'-0* MR. 5ILL PLT, E.N. SPAN, 2x6 AT 24" O.C. 10*-0" MAX. SPAN) A .35 @ I G' O.C. . . . . . . . . 6— ROOF RAFTER OR TRUSS iL 7— UNE PER CROSS SECTION ABOVE c-li C•'J 00 7 8— CALIF. FRAMING OVER 0 PLYWOOD 2. 2x - PL5 41 CONT. ROOF SHT'G BELOW SHEAR PANEL 9— (1) BAY MOTH x W ACCESS (AS REW) - — - — - — - — - — - AND VENTILATION OPENING -- - — - — - — - — - — - PROVIDE 2x BLK"G AND EDGE NAILING OF ROOF 4ZWT"fl Apnuipun riarkatin BOLT5 SHALL BE A MAX. OF T FROM EN05 OF SILL PLATE * MIN, OF 2 10— MIN. 12" FROM POINT OF 5OLT5 PER PIECE SUPPORT Av%k FRAMING DETAIL 0 WALL I U FUU I U. UUNNLU. SHEAR TRANSFER CALIF. FRAANG SH. TRANS. 1— SIMILAR CONDITION (FLUSH BM.) TO PL. TO BOTT. OF BM. CONN. EDGE PANEL NAILING 2— SIMPSON STRAP PER I NAILING SEE NOTE 'I * BELOW TO TOP MATE TABLE BELOW 3— BM. OR DBL JOIST, SEE PLAN r 4— POSTSEE PLAN I'll, 2x- BLOCKING AT 5— DBL TOP PLATE If _u hORJZ. JOINTS 4- smic=.. 6— MIN. 2'-6" FOR CS16 WINDOW MIN.3'-6" FOR CMST14 I 7— CONT. JOIST OR BLKfG, lyi it -mm EDGE f i . ll� 9 A I MI INTERIOR ,Ott rmm t.7 PLAN 8— 2- O.C. FOR CS16 (2 ROWS OF NAILS AT 1 3/4- O.C. FOR CMST14) 9— MIN. 4'-6" FOR CS16 MIN. 7'-0* FOR CMST14 10— 4- O.C. FOR CS16 (2 (ROWS OF NAILS AT 3 1/2- D.C. FOR CMST14) I SIMPSON STRAP CAPACITY A I CS16 1650# B* (2) CS16 3300# C** CMST14 6000# MIN. 1 1/2" SPACING BETWEEN ROWS OF NAILS MIN., 3, 1/2" WIDE MEMBER FOR CMST14 NOTE: ALL NAILS ARE 8d COMMON NAILING Mv NAILING DOOR it END POST it 1"'040 VA P. P_ "ERE a STUD AT 01 REQUIRED ii is ii ii tl tl JOINTS MOM It rr %hall* moor. , 6-N or a 0 10. EQUALLY SPACED 5PfCIAL HOLDOWN ANCHOR ANCHOR BOLTS, 5EE SEE SCHEDULE AND FOUND SCHEDULE FOR 51ZE _-TZ7Z/qtj Qyp. PLAN FOR LOCATIONAND SPACING NOTES: 1. HOLM AM ALLOWM IN PLYWOOD SHEAR PANELS IN P OF WALL PLOP PANEL TO K EN11RELY W"N ONE SHEET. P0OVlDE!Z%&V=W EVNIZZ7" OPIDON& 2. USE 4--(fxlr-(r PYWOOD ITS WHERE POSME, EDGE NAILIM AT SIOM OF PANELS % K TO MIDAM CONNECTED TO HOLDOOM ANCHORS. 4. MWNUM WDIN OF PLYWOOD 70 BE Z-O' & ALL K4L*4 10 BE W. OF 3/ir TO EM OF SUPPORT AND SHEET. 6=PLYWOOgD TOhBEWm MPARN=tLS I70ORHAV1r - ADARD/". (COX) 7 Alad 0 lroc. 13) AP- FRAMING DETAIL (ATf_xT. wK) 12 �SWR WALL & SIMP. HOLDOW cl- STUCCO SwArs w 3.5' CONC. SLAB W/ f 2x. : STUD WALL @24' EA. WAYOVER 2' 2x, P.T. PLATE W1 tt NEW 3.5" CONC. SLAB SAND OVER MIL. ,5/45 -T\f x. 6"CURB 5/& Qyx I Of L.A.B. @ 4& O.C. W1 f 0 24- EA. WAY W1 2* 50. x 3t I G'THK. WASHER OVER 2" SAND, OVER Y P�7, a'V SA .6 MIL. VISQUEEN (TYP.) WEEP CREED CONC. 2- #4 T, AND B. FLOOR R W IALIC- 0.74. 4 fEssic Z 0 1 -4. 4 Ne ------- 4 If No, 3 6 4z wmp $Co."= 3 4 A Exp. 6i3 .4 Se 21t A" fAVO AWA I V NEW CONC. FOOTING Lu I;Lfpl*ll m leg I FOOTING DETAIL w u a Zz D z w, X wp� Q z 0 w cc C16 z% No. Revision/Iswe Dote k., FTrrrt Name and Address: e' Prjwt t4m, and Address: Mr.&Mrs. DO XUAN TFILIANIS RESIDENCE PROJECT 82D N. EUCLID ST. SANTA ANA — CAUFOMA Pro*t %"t OW" —HOUSE Dots A- t5--01-046 Sww - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PREFAB. CHIMNEY GI. f VAULT 5/& TYPE GYP. 5D. 4xG HE HEA EXTE 2nd. FLOOR G.1, FLASHING I x4 WD. TRIM trT 2x4 WD. TRIM. STUCCO METAL) VALLEY FLASHING 24* WITH CONT. ON 30# FELT ON 3G"W. 515AL KRAFT PAPER FIRE 5TOr PREFAB. IN5UL. ROOF DETAIL FLUE. 2x4 5TUD5 @ I G' O.C. 2x - BLKG. A. 35 @ I G' O.C. PRE FAB. DOUBLE PLAT FIRE PLACE EN, EN. .41 as y �A(,T�" 15UILT MML- NOTE : FIREPLACE: TEMCO FIRFMA'e-ae iN4,TALWION COMPLETE PACKAGE - ICBO #5335 A,,NV tl65o 4HAtoi.- B5 IN: (OR APPROVED EQUAL) A664r,17AW-& WIT'H ITrp • 5EE FRAMING PLAN FOR, LOCATION ;u4TtwA - FIRE PLACE DETAIL 10 FRAMING DETAIL 151MW TP WIT14,FrA-w GYP. BD. IN5ULATION A- toAp o r- W wi, AMW IW ANY W*Y y mim A-TmY war HEADER "rALHAND WRAIL"ItWOWt.. WOOD CA51NG 4v 0,6 VAA (Tyr.) 5.5"x3"x 1/4"TtIK. PL. WOOD DOOR FRAME W/Z- 3/840 LAG 5REW5 x 51. @3"O.C, WHEATHER5TRIPPING DOOR 5/80 DRYW ALL EXTERIOR 5TUCCO HEADER 5PACE 7 SIMPSON S' 0 48" 0. C. RIDGE BOARD wl WHEATHEF POWD. 5HrG, DOOR R 2x - RAFTER @ I G. O.C. 5CREEN VENT 't-Go-ea-1 fa, —V 511EM PANEL {5EE PLAN} 2x- 5TUD WALL 1* DOOR JAMB 2x-MG. MG. EN. A, 35 FLAT @ I G." O.C. 6-41 PLYWD. 51-17G. 2- 2x4 2x- R. RAFTER @ I G* O.C. PLATE 2x - BMG, G. O.C. EN. 5HT'G. 2 2x4 PLATE FLR. J015T -TI CEILING Mill HAND RAIL FLYWOOD HANDRAIL 5HALL BE TOP FLA5hING DESIGNED TO WITI-15TAND ALOAD OF 200 1-135. APPLLIED IN ANY WAY DIRECTION AT ANY POINT ALONG MOLDING THE RAIL DUAL GLAZING 2x FRAMING WINDOW 2x NAILER 5ILL MOLDING 0 51ZAL KRAFT. INTERIOR HANDRAIL NEW 2x4 @ I G O.C. 2ND FLR,, 5.25xl 1.25 BEAM 14 FRAMING DETAIL RAIL Wj 1/4-2* HANDGRIP 5ECT. WOOD HANDRAIL- 5HAFE MUST COMPLY WITH U.B.C. 5ECT. DALL15TER 10066.9 PROVIDING A DOVE TAILED 5MOOT11 GRIPPING INTO TREAD 5URFACE NOT LE55 THAN 1 1/41 OR GREATER THAN 20 IN CRO55- 5ECTIONAL DIMENTION (OR EQUIVALENT GRIPPING 5URFACE). " T, A 2x- CEILING J015T5 @ I G' O.C. AT FLAT CEILING AREA ROOF SUPPORT DETAIL D ov GiClMf I UNDERLA P. BD. PLYWOOD 2x- RAFTEF 2G GA. GA PAN FLA5H it UL N 2x4 BRACT @ 48 O.C. NEW 2xG C. J. @ I G'- O.C, 2x- BLNG. 13 I .rff 5* 3/1 G 0 -- 1/211 50 ILWD. 5HR. M5T-48 T A MOULD OPTIONAL WOOD i WALL 5TRJNG HANDRAIL L ALTERNATE GARBAGE 3NC BLOCKING NOT CUT TO WALL RAIL TREADS AND BRACKET P,15ER5 CARRIAGE CUT FOR RJ5M AND TREAD5 1/4*0 LAG 5CREW5 @ 3- O.C. COVER MOULD WALL LINE 119 SECTION A -A DETAIL FLR. FRAMING '-"IDGE-- BOARD -x BEAM 0 FIRE BLOCKING OAK HANDRAIL (OR, APPROVED EQUAL) DETAIL-.fN*TtKI0f�-W 2x- RAFTER I ISLJM=T!il A%^ A=iLrr CONC. ROOFING 0EE ROOF PLAN) 2x- FASCIA. 2x4 OUTLOCKER, @ 36O.C. MAX 5TUCCO K- 13 IN5ULATION 2x4 5TUO WALL @ I G. O.C. 41,NDRAIL 'PROVED EQUAL) A 2x 112 STAIR JOIST 2X- cO BLK!G 5/8" TYPE, X DRYWAL A CLOSET TYPF- YX DRYWALL 2x 12 LEDGER 2x-5TUD5 @ I G"O.C. e- 2x 14 STRINGER O'YP OF 3) 0 t!X!t 4 N, f '4, 'A g 61i, 2 ■ ------- CONCRETE FLOOR STAIR DETAI5 TLR Rpm A No. Revision/issue :ttDcte Firm NaMe and Addr"w 3A STUDIO 11472 MORAN SIAM SANTA ANA CALIFORNIA Project Nam* and Addrem *t Pr * M 7r� 11 Mr.&Mra. DO XUAN THUANS RESIDENCE PROJECT 820 N. EUCLJD ST.. SANTA ANA CALIFORNIA