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HomeMy WebLinkAbout10146727.pdfF W 1/4" - 1'-0" 50, MIN. CLR. 0 i R wr". S T F10 0 M P L N 31 0- SIZE WINDOW TYPE { } Fit It X 3'-6" DUAL GLAZED, TEMPERED GLASS. ALUMINUM SLIDING �1 ANDOW OPENING MEETS EGRESS REOUIREMENT5. f \ 4'_O° X 5'-O" DUAL GLAZED, TEMPERED GLASS. ALUMINUM 5LIDIN6 HINDON OPENING MEETS EGRESS REQUIREMENTS. 4'-0" X 1'-6" TEMPERED ALUMINUM SLIDING WINDOW I'-6" X I'-b" TEMPERED ALUMINUM FIXED 3NINDOW (� 3'-0" X 3"-0„ DUAL GLAZED, TEMPERED GLASS, ALUMINUM 5LIDING �1 W PANES, TYPICAL ALL ININDOINS NEW GLAZED OPENINGS WILL BE LABELED TO INDICATE A CERTIFIED U-FACTOR OF .'75 4 SOLAR HEAT GAIN COEFFICIENT OF .40 PER TITLE 24. ( SIZE DOOR TYPE (` j ) �( -- EXISTING EXISTING ENTRY DOOR TO BE RELOCATED X 6'-S" HOLLOW CORE PAINT GRADE WOOD DOOR. FURNISHED s INSTALLED 5Y OWNER 2'-6" X 6'-8" HOLLOW GORE PAINT GRADE WOOD �-' DOOR. FURNISHED? $ INSTALLED BY OWNER (2)-3'-0" X 6'-8" ALUMINUM SLIDING TEMPERED GLASS SLIDING MIRROR DOORS. FURNISHED 4 INSTALLED 5Y OWNER ( "`} (2)-5'-0" X 6'-8" SOLID WOOD CORE W! TEMPERED 6LA55 W! PANES FURNISHED 8 INSTALLED BY OWNER O2�-e^ 2'-S" X b'-S" x E SELF CLOSING, TIGHT -FITTING, 50LID WOOD 1-518" THICK BY OWNER DOOR. FURNISHED b INSTALLED p E u !" 50 TUBE TOP RAIL 1" 50 TU51NC7 ® 45"o.c. 1/2" 50 TUBING jtwtt-- :ax;� FLOOR SHT'G qi 4x RIM J015T „ �I11fIG INFORMATION: �r e; «._ u! GLAZING ALL[7AnD.. qI0 X 20% s 182 SO. FT_ j 2AD FLOOR HAILIku- S 0 • 0 ' N D L FE V FE L FL i i v t rat— f—tL..L..vr iL..7✓ �' t—t—r ./uc. t t j4 TOTAL PROPOSED = 14-T.5 50. FT 1 RPLAN NORTH FLOOR PLAN NOTES: 1. LOCATE SMOKE DETECTORS IN BEDROOMS AND HALLWAYS OR ADJACENT ROOMS LEADING TO BEDROOMS. SMOKE DETECTORS TO BE HARD WIRED IN NEW CONSTRUCTION W! BATTERY 5AGK-UP 4 AUDIBLE IN ALL 5LEEPINC7 AREAS. MAY BE 50LELY BATTERY OPERATED IN EXISTING HOUSE. 2. SHOWER DOOR SHALL BE TEMPERED. 5. NEW BEDROOMS EXCEPT BATHROOMS, KITCHENS AND LAUNDRY ROOMS REGtUIRE NATURAL VENTILATION BY MEANS OF EXTERIOR OPENA51-E WINDOWS OR 5KYLIGHT5 0 Il10TH THE FLOOR AREA OF THE ROOM, OR 10 S.F. MIN. WHICHEVER 15 GREATER. 4. NEW BEDROOMS SHALL HAVE A MIN. 20" CLEAR WIDTH, 24" CLEAR HEIGHT AND 5.1 SO. FT. MIN. OPENA5LE AREA FOR EGRESS. (05C 510.4) 5. PROVIDE WATER RE515TANT GYP. SACKING 50ARD AS A BASE FOR TILE OR WALL PANELS '70" MIN. HGT ABOVE FIN. FLOOR FOR TUB OR SHOWER ENCLOSURES OR WATER CLOSET COMPARTMENT WALLS. SEC. 2512 6. ALL PLUMBING FIXTURES TO BE SELECTED 4 INSTALLED BY OWNER. -7, ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 8. TOILETS SHALL USE NO MORE THAN 1.6 GALLON5 PER FLUSH. dt. PLUMBING FACILITIES, INCLUDING LAUNDRY FACILITIES, SHALL BE PROVIDED IN ACCORDANCE WITH THE CALIFORNIA PLUM5IN6 CODE (CPC) 5ECTION 415.0 $ TABLE 4-1. t ' \10. GLAZED WARDR05E DOOR5 SHALL MEET THE IMPACT TEST REOUIREMENT5 OF U5G 5TD, 24-2. PART 2. LAMINATED 6LA55 MUST AL50 MEET THE SOIL TEST REOUIREMENT5 OF USG 5TD. 24-2 PART 2. TUCCOED COLUMNS TiVRrER VENT TO ! \UTSIDE F ► I f I I I % PORTE COCHERE j { NEW 2X WOOD FRAME YdALL5 EXISTING 2X4 WOOD FRAME WALLS EXISTING 2X4 WOOD FRAME WALL5 TO DE REMOVED �1' 04 FIRS IEVE FLt" R LAIN NORTH 2 R-I SINGLE FAMILY ZONE TRACT O 2'71a LOT NO. 15, APN # 54I15-401-15 PENALOZA ADDITION 1650 E. TRINIDAD WY. SANTA ANA F-W. vy 40 NORTH AREA TABULATION: LOT AREA: = 6 ,280 50. FT. EXISTING RE5IPENCE: = 1,16>0 50. FT. 2 GAR GARAGE: = 560 50. FT. EXISTING TOTAL AREA = 1,520 50. ET. LEVEL I (I87 41) LEVEL 2 (E> DINING EXTENSION (&0 41) ADDITION AREA = &5Q 50. FT. TOTAL ALLOWED: 50% LOT AREA (6250) 5,140 50. FT. TOTAL COVERAGE PROPOSED (5q%) = 2,55Q 50. FT. SITE PLAN 1 scnLs. ve• - +-o• Drawn by` Anibal Vargas 8271 Marshall Ave. Buena Park, CA 90621 714.260.6170 Enginneer of Records Rudy Rodriquez 14172 Bowen St. Garden Grove, CA 92843 714.636.7706 PROJECT 1► 1 ' 1 +4 DRAWN SCALE, AS NOTED m AM 1JAN 0 r old' i r • ♦� C► ,I■► :, ■ i • CiE SCALE- 1/4" = 1-0" SCALE- 1/4" - 1'-0" q................. r-Al VAW17r-n I/All L Nl=A 5F--'rQND Nr=A EX15TINC-7 f;ZE5IDENr.,r= EAST ELEVATION GALVANIZED 1/4" CORROSION RESISTANT ATTIC VENT, Typ. ALL NEA WINDOWS 4 Y41NDOA TRIM TO MATCH EXISTING RESIDENCE EX15T"� EXTERIOR ELEVATIONS Ipm mom ..I lff*-A I �4 MATCH FX15TIN6 WINDOWS t TRIM MATCH EX15TIN& RESIDENCE, TYP. I NEW COMPOSITION 5HIN6LE ROOF, OVER 1-50 L5. LAYER OF FELT. NEA ROOF TO BE MINIMUM CLA55 "A" IC50 APPROVED ROOFING. ROOF COLOR * PITCH TO MATCH EX15TIN6 RESIDENCE '716" STUCCO OVER EXTERIOR WALL COVERINGS,, METAL LATH, WEATHER RESISTIVE BARRIER. COLOR TO MATCH EX15TINC7 AND SHALL BE CONS15TENT THROUGHOUT EXISTING HOUSE $ ADDITION. NEW CARPORT NEW NINIZ ;L61A 0 0 -4 4 -Wj I f 0 L L 2x FASCIA TO MATCH EXISTING, T-,rp. I ,, . . . . . . . . . . -------- ..... Ll I EXISTI] 461 12 14 MA7CH FX1571N& 0000 J.................. . . . . . . . . . . . . . . STUCCOED 2x TRIM NEA PAINTED !STUCCO, PAINT TO BE DARKER TONE NORTH ELEVATION (FRONT ELEVATION) THAN ABOVE PAINTED IRON RAILIN& WROUGHT floor SHEET Drawn by, Anibal Vargas 6271 Marshall Ave. Buena Park, CA ON21 714.280.6170 Enginneer of Record, Rudy Rodriquez 14172 Bowen St. Garden Grove, CA 92843 714.838.7705 PROJECT NO. 04-03 DATE* 10/15/04 DRAWN BY- A.V. SCALEt AS NOTED TITLES EXTERIOR ELEVATION S C= Uj < _3 C40 a) M<cq cr.Z LLj< C> 0d Z < cr. r-- - SHEET NO-. 2 1, SCALE 1/4" - 1-01" J.................. . . . . . . . . . . . . . . STUCCOED 2x TRIM NEA PAINTED !STUCCO, PAINT TO BE DARKER TONE NORTH ELEVATION (FRONT ELEVATION) THAN ABOVE PAINTED IRON RAILIN& WROUGHT floor SHEET Drawn by, Anibal Vargas 6271 Marshall Ave. Buena Park, CA ON21 714.280.6170 Enginneer of Record, Rudy Rodriquez 14172 Bowen St. Garden Grove, CA 92843 714.838.7705 PROJECT NO. 04-03 DATE* 10/15/04 DRAWN BY- A.V. SCALEt AS NOTED TITLES EXTERIOR ELEVATION S C= Uj < _3 C40 a) M<cq cr.Z LLj< C> 0d Z < cr. r-- - SHEET NO-. 2 1, SCALE 1/4" - 1-01" 1, SCALE 1/4" - 1-01" F ATTIC, VENTILATION ATTIC, YV 2 VENTILATOR5 MORE THAN VABOVE EAVE VENTS ATTIC, AREA: 600 $ X I / 500 = 2 0 OR MIN. 1 0 EACH .dX KAt- I =Kt2 t'=K FRAMING PLAN 2x CEILING -JOIST PER FRAMING PLAN 12 14 MA7CH EX1571N& \ ( 5 '\ I - -1 BALCONY[:j R-30145ULATION VEX-O-TEX OR EQUAL IA E] YqATERPROOFIN6 OVER VAPOR BEDROOM 2 HALL R-15 145ULATION BARRIER, OVER PLYWOOD, INSTALL [77� PER, MFTC7.'5 INSTRUCTIONS. 1/4"/FT. MIN. SLOPE TO ROOF I N L T- 5/01, TYPE-X &rp5um 77' 12 14 15 BOARD AT ALL GARAGE N\ 4 4 A WALLS $ CEILING4 4 EXISTING CAR (65 LAUND FORTE GO RE 25 )SIM. L 2 -E 4 L 4 4 L - J D SECTIN A SCAM 1/4" - 1-01" 1. VERIFY ALL 0ONPITION5 AND DIMENSIONS AT THE jo5 51TE BEFORE STARTING CONSTRUCTION :2. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR AND SUB -CONTRACTORS To SATISFY THEMSELVES AS TO THE 51TE CONDITIONS, DIMENSIONS, AND TO COMPLY WITH ALL BUILDING CODES IN FORCE. COMMENCEMENT OF WORK BY ANY 5UBCONTRACToR PRESUMES ACCEPTANCE OF PRIOR WORK, PLANS, $ CONDITIONS AFFECTING HIS 16 16 FUNCTION. NO ALLOWANCE SHALL BE MADE FOR ERRORS RESULTING FROM FAILURE 4 4 TO IN15PECTSITE, PLANS OR WORK IN PROrvi;M55. rib ROOF PK PK ROOF 4 5. ALL FLUM51NC-o WORK SHALL BE DONE IN ACCORDANCE 93 14, WITH THE UNIFORM PLUMBING CODE 4 x HPR. 4. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE A WITH THE NATIONAL ELECTRICAL CODE 4 TO ROO 5. ALL LATHING, PLASTERING, AND DRYWALL SHALL BE DONE < PER SECTION 2506 OF THE UNIFORM BUILDING CODE. iv CEILIN& 6. UNLESS NOTED OTHERWISE, ALL HORIZONTAL FRAMIN6 d) LUMBER SHALL BE NO. I DOUGLA5 FIR, VERTICAL FRAMING TO RO F x LUMBER SHALL BE NO. 2 DOU&LA5 FIR. POSTS SHALL BE 2-2x4 N No. I DOU6LA5 FIR. C.ONNECTOR5 5HOViN ARE To BE 2 � 9, #2 D.F. CEILING "SIMPSON" OR APPROVED EGUAL. j5Tr- a 1611 O.C. x A 0 pt 4 2 02x 4. "I. NOTCHIN6 OF STUDS IN BEARING AALL5 SHALL NOT EXCEED 25% OF THE WIDTH. CALIF. FrIN6 5. NOTCHING OF5TUD5 IN NONBEARIN6 WALLS SHALL NOT TO ROOF EXCF-rzr� 40% OF THE WIDTH. tx 5N: (011 O.C. 6 11 all O.G. bt 4 1< 2X STUDS BORED HOLES IN STUDS IN BEARING WALLS SHALL NOT cl . e) N EXCEED 40% OF THE WIDTH. 2 x 5 RI -lie ON 10. BORED HOLES IN STUDS IN NONIBEARIN& AALL5 SHALL NOT EXCEED 60% OF THE WIDTH, UNLE55 THE STUDS ARE X DOUBLED AND No MORE THAN SUCH SUCCESSIVE DOUBLED TO ROOF STUDS ARE 50 BORED. 4 T 11. BORED HOLES MAY NOT BE LOCATED CLOSER THAN 5/95 A 10 A To THE EDGE OF THE STUD AND MAY NOT BE LOCATED LING x 2 6 PLUMBING AALL IN THE SAME AREA AS A OUT OR NOTCH. -:2x41 12. ALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. k 15. WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR PIPES, A METAL TIE MIN. .056" THICK 4 1 1/2" AIDE SHALL BE FASTENED To EACH PLATE ACROSS $ To EACH SIDE OF THE OPENING WITH NOT LESS I 3r 4 TO ROOF THAN 6-16d NAILS. SN: 8" O.G. 14. PROVIDE DOUBLE TOP PLATE A/ MIN. 45" LAP SPLICES. 2 x 6 #2 D.F. ROOF nAmRs @ 24" O.G. 5 #2 OF. CEILIN(5 @5. FIRE BLOCKING, VERTICAL OR HORIZONTAL, SHALL CONFORM TO 2 x w, O.G.ar... *t SEC. 708.2. SN- 8" Q.G.tu 0 Q.G. <�> 16. STUCCO LATH SHALL BE FASTENED A/ NO. 16 CPA. STAPLES A/7/6" ON ' 2X STUDS p ON 2X STUDS LONG LE65 OR No. 11 &A. NAILS, 1-1/2" LONG DIA. HEADS. TO ROOF 11. ROOFIN6 MATERIAL WILL HAVE A MINIMUM CLASS "A" FIRE RATING. 1 d) 4 15. GALVANIZED SHEET METAL (28 6A. MIN.) Roof= VALLEY FLASHIN6 15 x x L I \, 4 REGUIRED. (1505.5) �K f N 1-1 4 , Icl. 5nCIAL IN5PECTION5 REQUIRED BY ICC RESEARCH REPORTS SUCH + 0 bK GE N6 AS FOR EPDXYEPDXYot+ :20. ROOF DIAPHRAGM NAILIN6 TO BE INSPECTED BEFORE COVERING,. FACE 1- El it A OF &RAIN OF PLYAO0V SHALL BE PERPENDICULAR TO SUPPORTS. N: 5 C " SN: O.. O.l iF ;W 1.7 21. RAFTER TIES SPACED 4' MAX. ON CENTER ARE REQUIRED IMMEDIATELY F ABOVE CEILIN(S JOISTS WHICH ARE NOT PARALLEL TO THE RAFTERS. x x x Tot -OF To ROOF �" 22. USE 5/8" VIA. ANCHOR BOLTS AT 5PACINC7 (66OxI.55MACTUAL WALL It I � SHEAR) IN FT. x 611# 25. USE PLATE AA514ERS A/ A MIN. OF 2"x2"x5/16" THICK AT EACH . ®:4 O.G. > ANCHOR BOLT IN SHEAR WALLS. 4 x #1 - - - - - - - - - 24. CONCRETE FLOOR SLA55 ON GRADE SHALL BE PLACED ON A 4" FILL OF COARSE AGGREGATE OR ON A MOISTURE BARRIER MEMBRANE. THE5LA5 SHALL BE AT LEAST 5-1/2" THICK AND SHALL BE REINFORCED WITH WIRE MESH AT CENTER OF SLAB. 25. USE 16d COMMON NAILS AT BOTTOM PLATE NAILIN6. SPACING = (IO5x1.55xI2)/(A0TUAL WALL SHEAR) IN INCHES. :26. PLYWOOD SHEAR PANELS SHALL BE MIN. &RADE 00 A/ EXTERIOR 2nd FLOOR CEILING & ROOF FRAMING PLAN NORTH 3 GLUE. AND SHALL BE NAILED YV COMMON NAILS AT ALL E-DiSr-5 AS NOTED AND NAILED AT 12" O.C. AT INTERMEDIATE FRAMING MEMBERS. SCALE, 1/4" 1'-0" 2-1. CONCRETE SHALL HAVE MIN. COMPRESSIVE STREN&TH OF 2500 P51 AT 10-41/2" 28 DAYS. 5-1/7' THK. COW-,. SLAB WV WIRE MESH AT CENTER, OVER 2" SAt-OFILL, :25. REINFORCEMENT STEEL SHALL CONFORM TO A5TM A-615 GRAVE 40 OR OVER WATERPROOF MEMBRANE. GRADE 60. 2q. THE FOLLOWING STRUCTURAL INSPECTIONS ARE REOUIRED: I. FOOTIN65 PRIOR TO POURING ANY CONCRETE. 12"AIDE x 12" DEEP FOOTIN6 YV 2. FLOOR 5HEATHIN& PRIOR TO INSTALLING 2NDSTORY NALL5. #4 TOP BOTTOM 5. ROOF SHEATHING PRIOR TO COVERING. A4. STRUCTURAL FRAMING AFTER IN5TALLATION OF ALL PLUMBING, HVAr,, ELECTRICAL $ OTHER MISC. ITEMS ARCH REQUIRED ALTERATION OF THE FRAMING To INSTALL. 50. CONCRETE COMPRESSIVE STRENGTH TEST5 ARE REQUIRED. 51. PROVIDE FIRE BLK6. AT CONCEALED SPACES OF STUD AALL5 4 PARTITIONS, INCLUDIN6 FURRED 5PACE-5 AT THE CEILING $ FLOOR EXISTING RAISED LEVEL 4 AT 10' INTERVALS BOTH VERTICAL 4 HORIZONTAL. ADOV FLOOR 52. DOUBLE JOISTS ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS. A 7 NORTH GENERAL NOTES► FIRST FLOOR FOUNDATION PLAN @ DINING 113 HALL 2x RAFTERS PER FRAMING PLAN 2x 0EILIN6 JOIST PER FRAMING PLAN 4x8 BM. PER FRAMING PLAN 2x4 AT 24" O.G. (CALIF. FRAME 0/ EXI5TIN6 ROOF) 4x8 BM. PER FRAMING PLAN FLOOR BM. IN FOREGROUND A I PER FRAMING PLAN LL N N kd) 2 x FLOO PER PLAN I 5/w TYPE GYP.B 0 A UNDER STXIj A A Sor."ICTION AT STAIRS 1'-0' ' 1? Of + :2-2xI2 4 x 12 FLUSH 4 4x4 4x4 K. -A 4 x 6 #1 UNDER Ex! _INC, 141DO W I 4x4 P. 5 EXISTING CIE EXISTING FOUNDATION 4 25 4 At 5-1/2" x 11-1/4" PARALLAM 2.OE R 7 F- 6 x 12 D.F. #r- F(5)- A Cl (5)- AB N Af: Ae 4 x K0: + I 4 4 x tK 5x sm)b- 5x 57=5 14 q 2'Q.6.1A.<3> Ne 21 O.G. - AB 4 N + LA-x T--SHEAR YiALL -A50\T--- 12 4x4 K-4 ik '4-x IM-AT-SREWY04-L AlaW6 2-2x �`� 4 rl-7 4 1011 LON6 ON (r:) STUD5 IcI'LONG ON 5TUDS O.C. - AB 5'0.C,. - AB 5'0.C,. - AB 2 x 12 #2 F.J. @ 1611 O.C. 14 15 ICI (0 -'\ LOA ROOF x 4� r-XISTIN6 4 x HEADER VIA. X-STROki -XII-7/ I �IARAL 60 .1yr, 0 = I"I PIPE COLUMN V qGV-4 CS 2x6 s 240 0 4 6RADE 13M., TYPI U- x 5 AD EN 3 AB x Ne4x4 5-1/2" x 1 1/4" ARAm 2.OE 4-j U. Ix �� �+ a�! 2 x & #2 R.R. ja­ 4" O.C. 5-1/4' x 41 -1 PARALLAM 2.OE DK Iq x It 2 /27�*N N Q4 0 S. x �K+/l4 ry �fi I I bxa #1 D.F. 518u VIA. ALII-If EAD AW.+M%� _ _ _ __ _ _ __ +�j �1 IN 11/16"DIA. X 5-1/2' DEEP MLLED HOLES SET IN SIMF50N ACRYLIC -TIE ADHE51VE 2nd FLOOR & PORTE COCHERE FRAMING PLAN NORTH " 50 TUBE TOP RAIL 1" 50 TU51NC-7 a 45"o.c. (1/2" 50 TUBING BETWEEN) VEX-O-TEX OR EQUAL WATERPROOFING OVER VAPOR BARRIER, OVER PLYWOOD, INSTALL PER MFTC7.'S INSTRUCTIONS. A55 0 TOP 4 BTM 1/2" M. BOLTS vil 2" 50 AA5HER5 4x RIM JOIST FOUNDATION PLAN SCALE, 1/4" - 1'-0" SHEAR WALLS: 5/6" PLYWOOD, STD. SH76 W 8d @ 61' O.C. AT EDGES AND 12" O.C. FIELD. 3/6" ad a 4" O.C. AT EDGES AND 12" O.G. FIELD. )15/52 " PL"0400P, 5TV. 5H '76 YV 10d 4 @ s,, O.G. AT EDGES AND 12" O.G. FIELD. FRAMING MEMBERS SHALL BE 5x LUMBER AT ABUTTING PANELS 4 FOUNDATION SILL PLATES. EV6E NAILIN6 SHALL BE STA667F-R-ED. SQOF SHEATHING: 1/4"/FT. SLOPE 15/52" THICK 00-X PLYINOOD <----� P.I. #24/0 MIN. UNBLOCKED NAILING: FLR .JOIE 5d COMMON AT: BN: 6" O.C. EN: 6" O.C. FN: 12" O.C. FLOOR SHEATHING; 5/6" THICK APA RATED STURD-1-FLOOR, SPAN: 20" O.G. NAILIN6: 10d COMMON AT: $N: 6" O.C. EN: 6"O.C. 1AFN: 10" O.C. T 4 (5 OR BLOCKED F Drawn by, Anibal Vargas 6271 Marsha# Ave. Buena Park, CA 90621 714.260.8170 Engineer of Record, Rudy Rodriquez 14172 Bowen St. Garden Grove. CA 92843 714.038.7705 PROJECT NO. 04-03 DATE: 10/15/04 DRAWN BY. A.V. SCALE-. AS NOTED REVISIONS: Al2/51/04 - PLAN CHECK COMMENTS FOUNDATION, FLOOR, CrILINCB $ ROOF FLAN51- 5EC,TI ON 4 NOTES 0 Ali 0 • C> z a: 0 C> UL JIM < Z 0 C6 C:) -m <66 Z 4 W 14� C> 0 < Cr- C06 Ct) I-- z 44C < Cr. Cl) m SCALE, 1/4" - 11-0' SCALE, 1/4' - 1-0' eH,14 6x OR 4x HDR 1 ECC CAP w/2-5/8"DIA BOLTS. CAP OFFSET 8 FLUSH w/ ONE EDGE, OF COLUMN. STEEL COLUMN +,- — j 4- - .1/4 710 BUILT-UP BEAM 1/2" DIA. THRU M. BOLTS SEE PLAN FOR AT 24" O.C. STAGGERED SIZE TOP & BOTTOM AS SHOWN 24 o.c. TYP. 7 7 0 0 cv 3" 2" 24" o.c. TYP. 0 ECC COLUMN CAP SEE PLAN FOR SIZE 0 — L DBL TOP PLATES BEYOND 4x POST IN STUD WALL SEE PLAN FOR SIZE BUILT-UP, BOLTED BEAM 5/8"DIA. x 10" MIN, AN. BOLTS 2x4 STUD WALL . . .... BN EMBED U.N.O. & SPACING po sr F> e pt-A z / z EMBED BOLTS IN SHEAR PANEL ©MIN. ­B- USE 2"x2"X3/16" PLATE WHERE OCCURS 40 WASHERS SEE PLAN 0 03 STUCCO 40 LTP4 ANCHORS 3-1/2"CONC. SLAB OVER w SIMPSON PHD HOLDOWN AT 8 0 o.c. 2" CLEAN SAND SEE PLAN FOR SIZE EN AT cf) > EN TOP PLATE k . 4 0 'Pogo SHEAR PANEL 00 0 WHERE OCCURS F.G. b GWB CEILING & _j :E ca WALL COVERING SEE PLAN of WHERE OCCURS 2x4 STUD WALL Z N 0 NATURAL 0 G +T DE Z I #3 REBARS AT 24"oc SHEAR WALL AT CANTILEVER REINFORCING 2� WHERE OCCURS 3- 3- 4- ------- ex 15-j� 1 15" CLEAR CLRrc TWO-STORY FOOTING AT CURB T-S —to 2x4 P.T,D.F. SILL w/ 5/8" DIA. x 10" MIN, 2X4 STUD WALL ANCHOR BOLTS AT 5'-O'o.c. U.N.O. EMBED BOLTS 7" MIN. SHEAR PANEL WHERE OCCURS USE 2"x2"X3/16' PLATE WASHERS SEE PLAN 3-1/2" CONC. SLAB OVER STUCCO 2" CLEAN SAND —7 EN cco 4A -C OPTIONAL CONSTRUCTION. JOINT FooT6 be:.Y?)wC) REINFORCING F_ WHERE OCCURS 0 3" CLEAR 3" 4- CLR 15" TWO-STORY FOOTING 6* MIN. zz TEMPLATE ELEVATIONV.— —STEEL COLUMN SEE iSECTI IN CONSTR!N SEE PLAN COLD JOINT AT JOINT I I I CONSTRUCTION I, r-2x4 STUD 2-POUR CO 'V'xlz!'x-'4 THK Is/2/2 _5� O.C. tq SLAB BEYOND � CONC I WALL IBASE PLATE W/ SPACING 4-314" DIA. An. GRADE 4 BOLTS 4 2 0 1 1 -#S HAIRPINS 4. TOP & BTM OF F,G. 04 L GRADE BEAM C', M m cc fF w mo2 ___�REBAR INFG TIES o 4 GRADE BM W== -,r SEE PLANS #5 TOP & BTM PAD % G\ 1"DRY PAC BLOCKOUT CORC. SLAB _4 FILL SOLID W1 CONC AFTER ALL ROOF DE�D LOADS ARE IN PLACE PIPE COL. SEEI 1 PLAN FOR SIZE 1/2 I 14," 3 7 H V_ 4 - mi BASE PLATE PLATE wl NOTCHING & BORING FLOOR JOISTS �4fDIA. x P" LG. (NOTCHING NOT PERMITTED IN MIDDLE 1/3 OF JOIST SPAN) A. BOLTS (DBL NUT) 1 'UMAX 2"DRYPACK --- ------- N r,. 2E NOTCHING & BORING RAFTERS & CEILING JOISTS COL FoOT'G (NOTCHING NOT PERMITTED IN MIDDLE 1/3 OF RAFTER OR JOIST SPAN) 71 Emilit—ff 4� a SEE FOOTING SCHEDULE N e__ COLUMIS .AT FTG. 60% MAX. OR EACH 2 Ak 4fS 4e7. I _M`AAX. BORED STUD DOUBLED, NOT PERMITTED IN MORE THAN 2 DOUBLE D STUDS z_ -3�t2 T1 0� p ro HEADER-FULLSTUD WIDTH BEARING TOP PLATE STUDS Llg� 6R L TRIMMER- USE 2 TRIMMERS rj WHEN SPMISF-01 OR MORE @ BEARING WALL T_ KINGSTUD- USE 2 KING STUDS WHEN SPAN IS 5'1 1'OR MORE@ BEARING WALL SILL PLATE 2 �Mx Z�,T -1 xc�- 1 HEAULWLINItL( G&Z3ZU.11;b SHEAR PANEL PLYWD SHEATHG WHERE OCr_ URS 2x FLOOR JOISTS SEE PLAN SEE PLAN FOR SIZE PAD F901 T SILL NAIL'G 2X4 P.T.D.F SILL W/ 4 Z3 04 z N" w w T-"-- FOOTING AND REINFORCING C.L., OF COLUMN & PAD FTG--­� SEE PLANS FOR INFO L SEE PLAN --7f L C H O STEEL COL. AT GRADE BEAM SSBT ANR Z, I ............. ............ ........ ......... ...... .. . .... ....... ............. ...... .. 2x OR 3x SILL PLATE SEE PLAN FOR SIZE CONCRETE SLAB & FOOTING/GRADE BEAM SIMPSON SSTB ANCHOR BOLT. SEE PLAN FOR SIZE SIMPSON PHD HOLDOWN 4 x 4 POST SDS1/4X3 SCREWS PHD TYPICAL c SEE PLAN FOR SIZE'` CD ED 2 x 4 SILL PLATE THREAD ROD FLOOR SHEATH'G . . . . . . . PHD ELEV. \A.] FLOOR BEAM 2-1/2" SQ x 3/8" THK SEE PLAN FOR SIZE STEEL BEARG PLATE HOLDOWN TO FLOOR BEAM V'7 ;iFxPOST -SEE PLAN PLYWD SHT'G SEE PLAN SIMPSON STRAP L SEE PLAN FOR SIZE 71 STUD WALL FRAMG 2x FLOOR JOISTS SEE PLAN FOR 2x RIM JOIST CONT SIZE 8 SPACING DOUBLE 2x FLR JOIST UNDER POST U.N.O. ON PLAN ........... NEW EXISTING NEW ADD -ON BEAM, EXISTING DBL BOLT TO EXISTING w/ TOP PLATES 5/8" DIA. M. BOLTS AT z 24" ox. STAGGERED TOP & BTM C14 OUTLINE PIPE OR EXISTING HEADER STRUC. TUBE 'COL-­ BEYOND 1 x OR 2x CONT. SPACERS AS NEEDED EXTERIOR INTERIOR skl-7w LAN PLYWOOD SHT'G SILL NAILING 12x BRIDGING AT SEE PLAN W-0, O.C. E N BN lac CONT - FL:0QR JOIST DOUBLE 2x4 TOP 2x FL'.00R JOISTS PLATE, SEE PLAN SEE PLAN FOR FOR SPLICE NA112G 51ZE B SPACING OR STRAP SHEAR PANEL WHERE OCCURS H_JL_1ANCHORS USE SIMPSON L�IM SEE PLAN AT IV'"O.C. SHEAR BLOCK'G AT WALL BUILT-UP DOOR HEADER 0 SHEAR PANEL PLYWOOD SHT' WHERE OCCURS--A— SHEAR PANEL SEE PLAN PLYWOOD SHT'C- WHERE OCCURS 2X JOISTS SEE PLAN FOR SIZE SILL NAILING 2x JOISTS SEE SEE PLAN & SPACING SEE PLAN PLAN FOR SIZE SILL NAILING EN SEE PLAN DECK & SPACING BN EN BN 2x CONT. BLOCK'G LTP4 ANCHORS AT 2x CONT. 8 EN AT D.C. BLOCK'G TOP PLATE LTP4 ANCHORS EN AT AT 16" o.c. TOP PLATE GWB CEILING & DECK JOISTS OISTS SHEAR PANEL WALL COVERING GWB CEILING & WHERE OCCURS BEAMI 9 SEE PLAN. WALL COVERING SEE PLAN 2X4 STUD WALL SHEAR BLOCK'G AT DECk_­__-_'_­_ SHEAR BLOCK'G AT WALL + SHEAR WALL WHERE OCCURS N SEE PLAN SILL NAIL'G SEE PLAN EN- BN 2 PLAN Jo N P IS FOR TS OR SHT' EE SIZE ACING IL & NB CEILING 2x JOISTS SEE PLAN OFFSET SHEAR WALLS PLYWD SHEATH'G SHEAR PANELWHERE OCCURS — ------ 2x BLOCK'G AT SEE PLAN 4'-0" o.c. SEE PLAN 2x FLR JOISTS SEE PLAN SILL NAIL'G BN,k Pm ME LTP4 ANCHORS �&AT 16" o.c I EN AT TOP PLATE F_ W2 SHEAR PANEL o1 z WHERE OCCURS 111) m 1� SEE PLAN x c\j 2x4 STUD WALL _j co ct: w cow OFFSET SHEAR WALLS METAL STRAP FOLDED OVER RIDGE CONNECT RAG MEMBER TO DRAG MEMBER. SEE PLAN FOR SIZE 4x DRAG MEMBERS DRAG STRAP AT RIDGE BN -1 ROOF SHT'G _J ROOF OVERHANG if WHERE OCCURS EN "o CONT 2x4 FAT SHEAR SHEAR WALL BLOCK'G wl 3-16d EA WAY ROOF SHT*G STUD WALL AT EN-, 2nd STORY SW: 2x CONT all FIRE BLOCK'G 2x LEDGER wl ---------- 2-16d PER STUD NEW 2x EN �� 2 x 4 CONT. BLOCK'G RAFTERS 1q, j6d AT 6"o.c.' SHEAR WALL, WHERE OCCURS SHEAR -BLK'G AT 1 -OFFSET ROOFS - -7 NEW PLYWD SIMPSON STRAP HEATH'G 4x POST, SEE FLAP ROOFS SEE PLAN FOR SIZE SLOT FLR PLYWD FLR SHT'G NEW RAFTERS SHT'G AS SEE PLAN FOR SIZE NEEDED & SPACING - .0. BN -, A Iz z /7 77 7 7 4 wt 2x LEDGER w/ 2 - 16d PER STU' OVER PLYWOOD < SHEAR WALL --------- w NEW SHEAR PANEL _7 WHERE OCCURS SEE PLAN FLUSH FLOOR BEAM STRAP HOLDOWN AT FLOOR m 2x JOISTS SEE PLAN FOR SIZE PLYWOOD SHEATH'G & SPACING I BN 2x BLOCKING AT 4'oc. GWB CEILING & WALL COVERING WHERE.00CURS LTP4 ANCHORt AT 16" o.c. EN AT TOP PLATE SHEAR PANEL WHERE OCCURS SEE PLAN 2x4 STUD WALL SHEAR BLOCK'G AT WALL 2x CEILING JOISTS. SEE PLAN FOR SIZE & SPACING GWB CEILING & - WALL COVERING 2X4 STUDS AT GABLE END SHEAR PANEL WHERE OCCURS SEE PLAN 16d COMM NAILS @ 8"oc. EN AT SOLE PL ATE OF GABLE WALL EN AT TOP PLATE OF WALL BELOW SHEAR PANEL WHERE OCCURS SEE PLAN 2x4 STUD WALL 2x4s AT 24"oc. FLAT PLYWD ROOF B.N. EATHG x .0 FASCIA - RAFTERS LPT4 ATN BOARD 24" oc. E.N. DOUBLE 2x4 TOP PLATE SEE PLAN FOR SPLICE 2X4 STUDS AT NAILING OR STRAP 16"o.c. SHEAR PANEL WHERE OCCURS ATTIC SEE PLAN SHEAR TRANSFER GABLE END PLYWOOD ROOF SHEATHING 2x RAFTERS. SEEPLAN FOR SIZE & SPACING 2x CONT BLOCK'G BN "N E 1xSTARTR BOARD A35 ANCHORS AT 16"o. 2x CEILING JOISTS OR WALL TIIE8 I?, - ROOF SHEAR BLOCK'G PLYWOOD ROOF SHEATHING 2x STUD WALL 2x RAFTERS. SEE PLAN NEW OR EXIST'G FOR SIZE & SPACING SEE PLAN 2x CONT BLOCK'GBN 1xSTA TER NEW 2x CONT. OAR FIRE BLOCK'G EN PLYWOOD SHEAR WALL CONT. BEHIND LEDGER EXT. FINISH SHEAR PANEL WHERE OCCURS SEE PLAN A35ANCHORS AT 16"oc. 2x CEILING JOISTS OR WALL TIES 2x4 STUD WALL ROOF SHEAR BLOCK'G ZJ 1b Lima, rm m- SHEET TITLE. r,>r=TAIL5, NOTE-5 r. # ■ F CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page I of 3) CF-1R PENALOZA %VDITON 10/15/04 Project Title Date 1630 E. TRINIPAP SANTA ANA, GA Project Address Building Permit# ANIBAL VARGAS 714. 260. 6170 Plan Check /Date Documentation Author Telephone PACKAGE D 8 Field Check/Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency use Only GENERAL INFORMATION Total Conditioned Floor Area 83q fV Average Ceiling Height: 8"-0" ft Conditioned Slab Floor Area __-ft z Building Type: _-__.Single Family X Addition (check one or more) Multi -Family Existing -Plus -Addition Front Orientation: qa ° North South / East / West / All Orientations (input front orientation in degrees from True North and circle one) Number of Starlet 1 Number of Dwelling Units: I Floor Construction Type: Slab wised Floor (circle one or both) RADIANT BARRIER (required in climate zones 2, 4, 8-15) Required for this submittal X yes no BUILDING ENVELOPE INSULATION Component Type Frame Type wd = wood stl = steel Cavity Insulation R-Value Sheathing Insulation R-Value Total R- Value' Assembly U-Factor' Location/Comments (attic, garage, typical, etc.) Wall WOOD R-15 O88 2x4 FRAME EXTERIOR Wall Roof WOOD R-50 .055 EXTERIOR ROOF Roof Floor CONCRETE Floor Slab Edge ' r oT preNuptive Ca trance-i4ta.1 K-Yallle win A,SSenIDl U-.0 Seiar are notetirtxi Lot:a wuuu-uautcu wau uraL uzactN w.vrr R� valor insulation M_Wremenft for the Prescfilitive Packs-e_ FENESTRATION Shading Devices Fenestration #/T e/Pos. Orien- tation Area (ft� Fenestration U-Factor Fenestration SHGC Exterior Shading Att. Overhangs/ Fins Front NORTH 38 o ."75 .4O MUG 50REEN YES Front Left Left Rear Rear Right WEST 6."f5� '15 .40 BUG SCREEN YES Right WEST 17.5* -75 .40 MUG SCREEN YES Skylight Skylight Compliance Forms August 2001 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF-IR PENALOZA ADDITION 10/15/04 Project Title Date HVAC SYSTEMS Note: input hydrol or combined hydronic data under Water Heating Systems, except Resign Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location/Comments etc) (AFUE or HS ducts, attic, etc. R-Value Type FAN TYPE 65% AFUE DUCTLESS IN/ FAN NIA NO SETBACK NEW WALL FURNACE WALL FURNACE Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat heat pmR,ev . cooling) SEER attic, etc. R-Value Type NO COOLING SEALED DUCTS and TXVs (or Alternative Measures) N Sealed Ducts (all climate zones) (Installer.testing and certification and HERS rater field verification required) N TXVs, readily accessible (climate zones 2 and 8-15 only) (installer testing and certification and HERS Rater or field verification required) 0 Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) WATER HEATING SYSTEMS Energy' External Rated' Tank Factor or Tank Water Heater Distribution Number Input (kw Capacity Recovery Standby' Insulation Type Type in SystemorBui/r} (gallons) Loss R-Value X T G O G T G. .G. REQ R TS 1. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/br), electric resistance, andheat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Btutbr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list rated input and recovery efficiencies. SPECIAL FEATURES (add extra sheets if necessary). Package C and D: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 ofthe 2001 Residential Manual). Package C: thermal mass (thermal mass type, covering, thickness and description). TILE FLOOR AT NEW RESTROOM, APPROX. -75 rp Compliance Forms August 2001 CERTIFICATE OF COMPLIANCE: RESIDENTIAL. (Page 3 of 3) CF-IR PENALOZA ADDITION 10/15/04 Project Title Date COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California. Code of Regulations, and the administrative regulations to implement them This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS rater. Designer 4 Owner)per Business and Professions Code) Documentation Author Name: BENJAMIN $ MARIA PENALOZA Name: ANIBAL \/ARGAS Title/Firm: OWNER Title/Film: DESIGNER 11 Address: 1650 E. TRINIDAD4 Address: SANTA ANA, GA Telephone: '714.536.5551 Telephone: *714. 260. 61-70 Lie. #: Lie. #: 7i signature) (date) (signature) ( te) Enforcement Agency Name: Title: Agency: Telephone:, �z (signature/ stamp) (date) I 1 , r # ► � 1 ,r�, � �, Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter NIA if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Euvelope4&asures: * § 150(a): Minimum R-19 ceiling insulation. r § 150(b): Loose fill insulation manufacturer's labeled R Value. WA * § 150(c): Miniumtun R-13 wall insulation in wood framed walls or equivalemUTactor in metal frame walls does not app!y to exteriormasswallsI * § 150(d): Minimum R-13 raised floor insulation in framed floors. • § 150(l) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no irreater than 2.0 Rgrairmcb. § l i 8: insulation specified or installed meets insulation quality standards. Indicate type and form. r § 116-17: Fenestration Products, Exterior Doors, andlnfttrationtF,xfiluation Controls i. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with ratified U-Factor, certified Solar Heat ° Gaut Coefficient (SHGQ, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations canllred and sealed. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. N/A § 150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. • § 150(c): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door NIA b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: § 110- 113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. e § 150(h): Heating and/or coaling loads calculated in accordance with ASHRAE, SMACNA OR ACCA. § 150(i): Setback thermostat on all applicable heating and/or cooling systems. a § 1506): Pipe and tanki nsulatiem 1. Storage gas water beaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water treks have R-12 external insulation or R-16 combined intemWexternal insulation. 4. All buried or exposed piping insulated in recirculating sections of hotwater systems. 5. Cooling system piping below 55*F insulated. 6. Piping insulated between heating source and indirect hot water talk UNDERLAYMENT SUB FLOOR SILL 51 LL SUPPORT BY OTHERS FLOOR JOIST DOOR -SEE DOOR SCHEDULE DOOR FRAME BEYOND Ff FLOOR FIN15H UNDERCUT DOORS 5/4" EXCEPT AT FIRE RATED DOORS AND UNLESS OTHERWI5E NOTED. ----- FLOOR TRANSITION WHERE OCCURS CHANGE OF FLOORING MATERIAL %> AT CENTERLINE OF POOR t? r} 6 ENTRY/LAUNDRY Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A ifnot applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) * §150(m): DucuandFazs 1. All ducts and plenums installed, sealed and insulated to meet the requitement ofthe 1998 CMC Sections 601, 603, 604, and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other dmct-closure system that meets the applicable requirements of UL 181, UL 18IA, or UL 181& Ifmastic ortape is used to seal openings greater than 1/4 inch, the combination ofmastic and either mesh ortape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and suport platforms shall not be compressed to cause reductions in the cross -sectional area ofthe ducts. 3. Joints and seams of duct systems and their compnemts shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. S. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following. insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminual sheet metal, painted canvas, or plastic cover. Cellular foam insulation Mall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation ofthe material. § 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78 %thermal efficiency, on -off switch, weatherproofoperating instructions, no electric resistance heating and no pilot light. 2. System is installed with: WA a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pali system has directional inlets and a circulation pump time switch. § 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burnin pilot li t Exce liar: Non -electrical cooknn fiances with ilat<150 Btulhr) ° § 118 (f): Cool Roof material meet specified criteria e Lighting Measures: § 150 (k)1 : Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controHedby a switch on areadily " accessible lighting control panel at an entrance to the kitchen. § 150 (k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or me of the alternatives to this a requirement allowed in § 150(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cover) approved. 12'" SINGLE _ bT R SCALE, 1 1/2' 2X6 WOOD CAP A/ EASED EDt' =G A "k ITS,-, 1-1/4" VIA. 4X BLOCK 1/2" GYP. f FRAM I NG PLYWOOD 2X STRING 5TRUCTURr IX SHIM A� Z914k�,, EXTERIOR CEMENT PLASTER 0/ 30# BUILDING PAPER 0/ PLYWOOD SHEATHING R-15 GATT INSULATION 2X4 STUD WALL, TYP. SHEAR PANEL WHERE OCCURS, TYP. 2X4 PRESSURE TREATED D.F. SILL PLATE W/ 10" ANCHOR BOLT (SEE PLAN FOR 51 ZE SPACING), EMBEDDED '7" INTO CONCRETE. USE 2"x2"x5/16" PLATE WASHERS. STUCCO SCREED NATURAL AND/OR FINISH GRAVE OPTIONAL CONSTRUCTION JOINT 12" DEEP X 12" WIDE FOOTING Wl #4 REBAR @ TOP I BOTTOM "A rA TRNER TO, WALL. ' ''�`� 3 SCALE, 1-1/2' ' 1-O' PROVIDE FILLER BLOCKS BEHIND RISER PLATE: @) 24" O.C. BEHIND RI5ER -- LANDING PLATE: ----J ra15T HANGER PER PLAN >ON STANDARD HANGER TRINGER PER STRINGER AT LANDING 2 SCALE' 1-1/2' ' 1'-O' 11 2 x 145TRi NGER PER. 1 PLAN ANGLE TO STRINGER PER STRUCTURAL DW65 2x P.T. PLATE W/ (4) I/2" MIA. REPHEAP WEDGE ANCHOR BOLTS, 2-1/4" EMBED. FINISH FLOOR CONCRETE SLAB Drawn by. Anibal Vargas 6271 Wrshall Ave. Buena Park, CA 90621 714.260.6170 Enginneer of Records Rudy Rodriquez 14172 Bowen St. Garden Grove, CA 92843 714.636.7706 PROJECT NO. 04-03 DATE, 10/15/04 r DRAWN BY. A.V. SCALE AS NOTED REVISIONS I 12/51/04 - PLAN CHECK. COMMENTS 3 A L ` SHEET TITLE. TITLE 24 C OMFL I ANOE 5TAIR I�=TAIL5 CE 28 fl A J1 MR O Cat N � ttr i