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HomeMy WebLinkAbout10147691.pdf55' lul cv 1,393 Sq FT. OPEN SPACT, z......... (N) MASTER BEDROOM ADDITION (N) 3T-0" SETBACK Bla (E) BEDROOM 3 (E) SETBACK (E) BEDROOM 4 (E) FAU TO REMAIN — FAU (E) BEDROOM of (E) BED ROOM DROOM I SCALE: 1/81$=1t=O$$ (E) LIVING - ROOM (E) DINING In (E) KITCHEN. (E) 100 AMPS METER I FIELD VERIFY BY CONTRACTOR (E) low SETBACK .......... . . (E) BEDROOM (E) BEDROOM ITiT7 � � C�7► ili7� OE I BEDROOM 4 m =d W/H (E) WATER HEATER LOCATION (N) 100 AMPS METER FIELD VERIFY BY CONTRACTOR r- LF (3 F'li MCD §f4i ­7 SHEETINDEX A- 1 TITLE SHEET, SITE PLAN, DEMOLITION PLAN & MISC. DATA A- 2 FLOOR PLAN & ROOF PLAN A- 3 ELEVATIONS, SECTION & DETAILS S-1 EXISTG & NEW FOUDATION PLAN S-2 ROOF FAMINE PLAN SD-1 STRUCTURAL DETAILS EN-1 TITLE 24 ENERGY FORMS PROJECT TEAM (E) LIVING ROOM 7LA DESIGNER: n4 REPORT PREPARED BY. — 014, J&R INTERNATIONAL, INC. ADVANCED TlTIE 2Q sC 10 2225 W. BROADWAY AVE., E-301 12350 N. HARBOR BLVN� ANAHEB4, CA 92804 SUITE235 JOSE L JUSTINIANO MUERTON, CA 92835FJISCI'-- (714) 496-2737 714325.9824 jmluisj@JR-interaationAus t24@pacbe0tnet vttft7 7 PROJECT INFORMATION C �- T'FAl;i JOB ADDRESS: OE) DINING1409 N. GUNTHER ST., SANTA ANA, CA 92703 vf-fi, 7 2 -7 0�, ,:�O`- jvl: SITE INFORMATION: -NFIAC CONSTRUCTION TYPE : V-N NON SPRINKLEleEb OCCUPANCY : R3/U1 Ian �e-a ZONING : R-1 (0001 NUMBER OF STORY : ONE (90 SITE AREA :6,050 sq. ft. (E) HOUSE AREA (EXCLUDED GARAGE) :1,344 sq. ft. (E) GARAGE :353 sq. ft. (N) ADDITION :341 sq. ft. (E) KITCHEN TOTAL FOOT PRINT AREA: :2,038 sq. ft. (33.68 % OF SITE AREA) GENERAL LEGEND EXIST'G WALL T R (E) _GARAGE, — — — — — — — DENOT REMO Auaca2 qp' -, GUNt'll"ER STREET 1 1 , SCALE: 1/4"=V=0" OWNER THAO Do 1409 N. GUNTHER ST., SANTA ANA, CA 92703 LEGAL DESCRIPTION ASSESSORS PARCEL No. 198-092-19 LOT No. 9 OF TRACT MAP No. 4745 CITY OF SANTA ANA COUNTY OF ORANGE GENERAL NOTES: 1. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, CONTRUCTION DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK. ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. 2. GENERAL CONTRACTOR TO SECURE ALL NECESSARY PERMITS AS REQUIRED TO COMPLETE CONSTRUCTION. 3. ALL WORK TO CONFORM TO THE FOLLOWING: BUILDING CODE - CBC 2001 PLUMBING CODE - CPC 2001 MECHANICAL CODE - CMC 2001 ELECTRICAL CODE - CEC 2000 4. DIMENSIONS ARE FACE OF STUD TO FACE OF STUD U.N.O. 5. GENERAL CONTRACTOR SHALL INSTALL ALL REQUIRED BLOCKING FOR ALL EQUIPMENT, HANGERS, ETC. 6. ALL WORK SHALL CONFORM TO ALL LOCAL AND STATE CODES AND REGULATIONS. 7. INTERIOR WALLS SHALL BE FACED BOTH SIDES WITH 1/2" STANDARD DRYWALL.TYP. 8. AT TOILET, MIN. 30" CLEAR WIDTH CENTERED ON TOILET, AND 24!'CLEARANCE IN FRONT OF TOILET IS REQUIRED. I REVISION I z >* tl z tL C) u< 0 Z V ;D .00� 0 Z P4 qTN Z V) in in tb 0 C/) 0 06 z u Z -j z V) 0 DRAWN BY: J&R Int'l, Inc. CHECKED "' J&R Int), Inc. DESIGNED BY: J&R Infl, InA DATE 01/03/05 SCALE AS NOTED JOB NO 04-150 FILE NAME: A-1 DRAWING A...l OF SHEE a THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND is NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRIT IEN CONSENT OFJ&R INTERNATIONAL, INC. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. KOT IMIE- 0 DO NOT SCALE THE DR Awl 0 SCALE: 1 f4,.=1,`©" 1A _ NA-3 C� 16-Y, ---------------------------------- -,� I f 1 � f ! L_______ __T.-_--___-- f t 1� + — MASTER -= ° 5 Iz BEDROOM i ' _ _ _ i c7 Q $ SD j 1 i i T-0 CM 1 _ I _ I 30" MIN. --------- I---r„-„ i 5'4 i 1 a a �1� Q I? OOR 2!4W-8„ DOOR f (N)100 AMPS METER FIELD VERIFY BY CONTRACTOR ----------------------------------------------- 1 DOOR 3'-0' 6C, I s i, (E) LIVING ROOM SD i 1 i ATTIC f 1 ACCESS � I 1 r 1C _ I i CL t 1 1 d FAU CL CP15 ► i t ' (E) t15 BEDROOM 2 � --_---- --------------- ----------------------------------1 i `f' ► (E) DINING 1 t i 1 SD I t I i I 10 ! i i ( t 1 ! oiz t t 1 1 Rx IQ I t 1 1 ff Goo] I ! I I (E)ff o f i R-WBEDOM I IZ ! , i W f (E) KITCHEN JW I 1 f i � � ► cp tl ! f i t �E�Y—'-0„ i i~---—_—M---- ____—_---_—__ WJD SLIDER WINDOW 1 1 1 ! i ( 1 { 1 t (E) WATER j 1 ! HEATER ! t LOCATION 1 i t t t I t ! ! i I I ! ( t I I i I I t ! i 1 i t 1 1 i ! (E) GA�AGE t I ( ! i I i 1 i t i 1 I t ! ( i ! I ; i I { t i t I t ( 1 1 1 ! 1 i 1 t 1 I 1 I 1 1 r---------_.-------1-----------------� i t i ( r � ff 1 t t f � f --- E 3 11„,-0„ 1 SLIDER VINYL WINDOW EXIST'G 2x4 WOOD STUDS WALL TO REMAIN tNrtitit�t#t�till�t/I/NEW 2x4 WOOD WAJJS NEW 2x6 WOOD STUDS WALLS ELECTRICAL LEGEND (E) EXISTING (N) NEW U.N.O. UNLESS NOTED OTHERWISE EXIST'G SMOKE ELEC. OUTLET SD (E) DETECTOR W/ +15"AFF TYP. U.N.O. BATTERY BACKUP IN EXIST'G HOUSE. WALL SWITCH PROVIDE HARDWIRED LIGHT SD SMOKE DETECTOR W/ EXHAUST VENT. BATTERY BACKUP IN NEW ADDITON. KEY NOTES Fil 30"x3O" ATTIC ACCESS. PROVIDE CERAMIC TILES OVER CEMENT PLASTER OVER WONDER BRD. EQUAL TO 70" ABOVE DRAIN AT 3 WALLS OF SHOWER TUB. GLASS SLIDING DOOR AND PANELS MUST BE LABELED CATEGORY II. Q LOW FLUSH. 1.6 GALLON TOILET FIXTURE. ® FULL HEIGHT LINEN CABINET. NEW MECH. VENTS. ® FLUORESCENT LIGHT. lVoiGl;fl FLOOR PLAN �� � ( • � �p REVISION NO. I DATE t, 'mow, ; 3 r , 7�j in f7� z 5 >z U t» .n -1 rz 2 In V u t../ z p Ul w Q C1 Q m O tom} '✓ r--i Cis w h rT� l-i�1 t= W � to 0 DRAWN BY: w J&R Int'!, Inc. CHECKED BY.- J&R int'i, Inc. DESIGNED BY- ? ` J&R Int'I,> Inc DATE SCALE NaT xV \AS JOB NO FiLE NAME: A_2 �. DRAWING``'; s j A...2 OF SHEETS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R INTERNATIONAL, INC. PLOT DATE 01 Jt0/05 * GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK. ANY DESCREPANCIF.S BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWINGr STUCCO O/ BLDG.PAPE PLYWOOD 6.1 (WHERE OCC STUCCO WEE SCREED FIN. GRADE JUD WALL 'T. SILL dL lw a I"m IN. ABOVE EARTH IN. ABOVE PAVED AREAS TYPICAL STUCCO: If&' STUCCO CEMENT PLASTER W1 EXPANDED METAL LATH OR WOVEN WIRE LATH FASTENED W/ I6 6A. 5TAPLES 6 6" O.C. STUCCO WEEP' SCALE_ � SCREED 11/411=1 Ott 2x ROOF RAFTED'. 6 16 O.C., PER STRUCT. DUX46. ROOF SHEAT'Gz, — 12 SEE STRUCT. DUJG5. COMP_ SHINGLE ROOF (CLASS A MIN.) OvE:R 2 LAYERS 15# FELT I I 1 I I STUCCO 2x FASCIA NOTCH ROOF RAFTERS TO LOOSG 2x4 AT THE OVERHANG. UN.O. TO MATCH EXISTING 2-2x4 TOP PLATES R-13 BATT INSULATION 1/2' GYP. BD. 2x4 STUDS 0 16'O.C. W/NO PLUMBING 8 2x6 STUDS a I6'O.C. W1 PLUMBING 2x C. J. m 16' O.C., PER — STRUCT. DWGs5. W/R-30 BATT INSULATION EAVE DETAIL mm NEW COMP. SHINGLE ROOT — (CLASS A MIN.) OVER 2 LAYERS 15# FELT TO MATCH EXIST'`G (N) V-0" SAVE TO MATCH EXIST'G NEW FASCIA TO MATCH EXIST'G NEW ADDITION _ _ ■rio ninrr7�r�}ry ■��� rooms ■■■■ ■■m■ MON NEW STUCCO TO MATCH EXIST'G EXISTG HOUSE 20" CLEAR (MIN.) FINISHED FLOOR 341/8" CLEAR (FOR MIN. 24" HEIGHT) ALL SLEEPING ROOMS IN DWELLING UNITS BELOW THE FOURTH FLOOR SHALT, HAVE AT LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY OR RESCUE. THE EMERGENCY WINDOW OR DOOR SHALL BE OPERABLE FROM THE INSIDE TO PROVIDE A FULL, CLEAR OPENING WITHOUT THE USE OF SEPARATE TOOLS. ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE ARE, A OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR HEIGITT DIMENSION SHALL BE 24 INCITES. THE MINIMUM NET CLEAR WIDTH DIMENSION SHALL BE 20 INCHES. WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCITES ABOVE THE FLOOR. THE TABLE BELOW SHOWS THE MINIMUM HEIGHT AND WIDTH OF REQUIRED 5.7 SQUARE FOOT OPENING. 4 345 H G HT 29 8 29 28.8 28 3 ,5 27.8 27 26.9 Zb S 2b.1 25.7 25.3 24.9 24.5 241 23.8 HEIGHT 4)I [2q0405 3A2.11 31 372.23 36.5 35 7 — [;A[M[F32'i]l5L 32.5 31.6 31 30 4 arm 12 ` 4 EXIST'G HOUSE NEW STUCCO TO MATCH EXIST'G NEW ADDITION —NEW COMP. SHINGLE ROOF (CLASS A MIN.) OVER 2 LAYERS 15# FELT TO MATCH EXIST'G 1��111[[Il►1` --NEW COMP. SHINGLE ROOF (CLASS A MIN.) OVER 2 LAYERS 15# FELT TO MATCH EXIST'G EMERGENCY ESCAPE &RESCUE WINDOWS EAST ELEVATION (N) i'-0" EAVE TO MATCH EXIST'G NEW FASCIA TO MATCH EXISI"G SCALE SCALE NOT USED N.T.S. 4 EXTERIOR ELEVATIONS 1/4rv_,1t-0It 1 NEW COMP. SHINGLE ROOF ��jj (CLASS "A" MIN.) OVER 2 LAYERS 15# FELT TO MATCH EXISTING. SEE STRUCT. DWGS. - 2x8 ROOF RAI TER @ 16 O.C., PER ST'RUC T. DWGS. 12 � 3 41 1/2" GYB. BRD. 2x4 STUDS @ 1.6" O.C. 2x8 CLG. J. @ 16 O.C., PER STRUCT. DWGS. W/ R30 INSULATION U R 13 BATT t / INSULATION / NEW 7/8" STUCCO TO MATCH EXIST'G t SCALE SECTION SCALE NOT USED 1tt_1tt 5 1/4►t�1t_att 1A _(�t REVISION TE dzS,R3 z Q -4 .grvr:., <C H rya 4 i Q 0 y *­4 M Q � � 0 Q 0 o H w it C1 O d m 0 W 0 U" k � z •�Z W i�- E= � W w a z 0 0 DRAWN BY: J&R Int'1, Inc. CHECKED BY: J&R Int'I, Inc. DESIGNED BY: J&R Intl, Inc. DATE 01/03/05 SCALE AS NOTED JOB NO 04-150 FILE NAME: A-3 DRAWING M OF SHEETS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R IRTI'ERNATIONAL, INC. PLOT DATE 01/10/05 * GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK. ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING 1. CONCRETE: All work, testing and inspection shall conform to the 2001 California Building Code. Strength Design used for all concrete grades. Concrete Strength Location (28 day) f'c = 2500 psi all the concrete USE TYPE V CEMENT Maximum Size of aggregate should be 1". 1 1/2" aggregate may be used in continuous footings or isolated pad. 2. REINFORCING STEEL: Shall be deformed bars conforming to A.S.T.M. A615, see schedule below for grade of reinforcing steel. Placing of reinforcing steel shall be in accordance with Section 2607 of the Uniform Building Code, Latest Edition, Electrically welded mesh shall conform to A.S.T.M. A185. GRD. 60: all the reinforcing. 3. BOLTS: Shall conform to A.S.T.M. A307. 4. LUMBAR: All lumbor shall be grade marked No.2 minimum except as noted on plan. Plywood shall be Doulgas Fir sheathing conforming to PS 1-83 United States Department of Commerce and shall be grade stamped "D.F.P.A." Exterior Glue. 5. SOIL: 1000 PSF. 6. DRYPACK: Shall be "Embeco" or approved equal. 7. GENERAL CONTRACTOR IS FULY RESPONSIBLE TO VERIFY ALL THE EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS BEFORE START OF WORK, ANY DISCREPENCY SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. ALL DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTS DRAWINGS ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO COMMENCING OF WORK. 1, ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8" DIAMETER BY 10" LONG ANCHOR BOLTS EMBEDDED AT LEAS TT 7" INTO CONCRETE WITH A MAXIMUM SPACING OF 72" O.C. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION PLATE WITH ONE BOLT LOCATED WITHIN 12" OF EA. END OF EA, PIECE. A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EA. BOLT TO THE PLATE, 2. ALL SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS SPACED PER FOUNDATION PLAN 3. ALL INTERIOR NON —SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS INSTALLED PER MANUFACTURERS RECOMMENDATIONS, U.N.O. STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. 4. INSTALL ALL SIMPSON (OR APPROVED EQUAL) FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOWN LOCATIONS. 5. PROVIDE 5/8" DIAMETER BY 12" ANCHOR BOLTS AT 3X FOUNDATION PLATES WHERE OCCURS. VERIFY WITH FRAMING PLANS, 6. 2" x 2" x 3/16" STEEL PLATE WASHERS ARE REQUIRED ON EACH ANCHOR BOLT (UBC SECT. 1806.6.1) 7. ALL STUDS AT 1ST FRL SHALL BE 2X6 OR 3X4 C 16" O.C.(TYP) & THE ALLOWABLE SOIL BEARING VALUE IS 1000 PSF FOR CONTINUOUS FOOTINGS. A848 : 5/8" DIA. X 10" ANCHOR BOLTS AT 48" O.C. AB32 5/8" DIA. X 10" ANCHOR BOLTS AT 32" O.C. AB24 5/8" DIA. X 10" ANCHOR BOLTS AT 24" O.C. AB16 5/8" DIA. X 10" ANCHOR BOLTS AT 16" O_C. AB 8 : 5/8" DIA, X 10" ANCHOR BOLTS AT 8" O.C. A848X : 5/8" DIA. X 12" ANCHOR BOLTS AT 48" O.C. AB32X : 5/8" DIA. X 12" ANCHOR BOLTS AT 32" O.C. AB24X : 5/8" DIA. X 12" ANCHOR BOLTS AT 24" O.C. A816X : 5/8" DIA. X 12" ANCHOR BOLTS AT 16" O.C. AB 8X : 5/8" DIA. X 12" ANCHOR BOLTS AT 8" O.C. * 2AB (2) 5/8" DIA X 10" ANCHOR BOLTS. * 3AB (3) 5/8" DIA. x 10" ANCHOR BOLTS. * 2ABX (2) 5/8" DIA X 12" ANCHOR BOLTS. * 3ABX : (3) 5/8" DIA X 12" ANCHOR BOLTS. * 2ABXX (2) 3/4"DIA X 12" ANCHOR BOLTS. * 3ABXX : (3) 3/4"DIA X 12" ANCHOR BOLTS. * EQUAL SPACING. EXCLUDING HOLDOWN A BOLT. NOTE . 1. GENERAL CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY ALL THE EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS BEFORE START OF WORK, ANY DISCREPANCY SHOULD BE BROUGHT TO THE ATTENTION OF J&R INTERNATIONAL, INC. IMMEDIATELY. GENERAL Eur N LD NEW FOUNDATION EXISTING FOUNDATION P (N) 18"x18 THK 16 PAD FOOTING SEE: SC?1 W/4x4 POST I Inset a a� �r t Z� U M V �yyy Q Q c*3 aW� cZ3, O N w 0 c� Q m 0 0 �N Z �WCN3�N 0 C) 03 U i- F w w 0 U) DRAWN BY: �J&R^Intl, Inc. CHECKED BY. J&R Intl, Inc. DESIGNED BY: J&R Intl, Inc. DATE 01/10/05 SCALE AS NOTED JOB NO 04-150 FILE {DAME: S1 DRAWING S1 OF SHEETS a * THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL, SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF t&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT SE REPRODUCED OR MODINED TN ANY WAY WITHOUT THE EXPRESSED WRITTEN COHSE- T OF J&R INTERNATIONAL, INC. * GENERAL CONTRACTOR "TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK. ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. PLOT DATE. 01/10/05 DO NOT SCALE THE DRAWING I REVISION I NO. I DATE yh Sn R. V4 Cn t 00 t— C,4 t ve "e -e� z 0 00 turd ` Z�l V) �4 Z S UtC Gt C) 6-w z 0 DRAWN BY: J&R Int'l, Inc. CHECKED BY: J&R Int'l, Inc. DESIGNED BY: J&R Int'l, Inc. DATE 01/10/05 SCALE AS NOTED JOB NO 04-150 FILE NAME: S2 DRAWING S2 OF SHEETS PLOT DATE: 01/10/05 T SCALE THE DRAWING UN.O. 5M PER PLAN (2)611-11=50N T622 EA. SIDE KING POST (2)SIMPSON T822 EA. SIDE 5M PER PLAN KING POST SCALE CONNECTION N.T.S. NOT USED SCALE N.T.S. NOT USED SCAL N.T.S. NOT USED SCALE N.T.S. SIMP, A34 40 POST PER PLAN EA SIDE r> SIMP. A34 TOP PLATE EA. SIDE 44 POST SIMP. CB `:N 4 2#4 EA. WAY G EDGE NAILING @ TOP PLATE PER PLAN 2xSTUD w/16d NAILS @ 4" O.C. CONNECTION SCALE 16 DETAIL N.T.S. M-3 I WWI 11114 11 101T, all 112 m- 0 a 101� (E) 2x ROOF RAFTER ROOF SHEATHING WALL OR BEAM PER PLAN (N) 4x FLUSH SEAM (PER PLAN) (N) SIMP. A34 EA. SIDE OF BEAM (N) 4x BEAM OR WALL (PER PLAN) CONNECTION SCALE 221 1 18 DETAIL N.T.S. PORTION TO BM. TO BE NOTCHED TO MATCH RAFTER SLOPE DIMENSION PER PLAN MAX. NOTCH (PER PLAN) BEAM (PER PLAN) 2x RAFTER w/SLOPE (PER PLAN) (N,' RID ROOF RAFTER, TYP. (2)2x TOP PLATE SIMPSON A35 PROGRESSIVE NAILING a, O.C. SIMPSON A35 FLUSH RIDGE BM HEADER (5E PLAN) OR BOARD (3)](od's TOE NAIL EA. 610E OF HEADEI TRIMMER PER PLAN —2x SILL 12 FULL HEIGHT STUD SCALE CONNECTION N.T-S- EQ. (N) 2xR.R. ROOF SHT'G. (N) SIMP. SIMPSON A35 METAL A35 FROM R.R. SKEWED SIMPSON 'SU' JOIST FLASHING TO PLATE AT 16" O.0 HANGER or FRAMING ANCHOR 26 GA. MIN.-!00, E.N. WHERE RAFTER SPAN 2X BEK'6. CONT. -�� -0". OTHERWISE EXCEEDS 9' USE (3) 16d TOE NAILS ivr (N) 2xro PLATE51A —EfW12-19>6 6 EA. 5LOCK vi (N) 2x SLI<, PLACE DIAGONAL ALONG TO DBL 2x8 PLATES FOR NAILING AND NAIL W1 2-Trod 46 SHOWN 131 CALIFORNIA SCALE FRAMING N.T.S.' 19" MIN. BLOCKED of PURLIN BRACE SCALE 14 FRAMING MEMBERS TOP PLATE N.T.S. PER PLANS U.N.O. NOTE: EQ. EQ. 1. PLACE FACE GRAIN OF PLYWOOD PERPENDICULAR TO FRAMING UNLESS SIMPSON ST6224 NOTED OTHERWISE. /— NAIL EDGE DISTANCE SHALL BE MIN. 3/8" 2. FROM EDGE OF PLWYOOD AND 2 X FRAMING MEMBER, (3/4" AT 3 X OR 4 X FRAMING MEMBER.) 2-2x TOP PLATES PROVIDE BOUNDARY NAILING (B.N,) AT 3. DIAPHRAGM BOUNDARIES, CHORDS, DRAG TIES, OVER SHEAR WALLS AND WHERE SPECIFIED. WHERE JOIST LAP/SPLICE FIELD NAILING (TYP.) TYP. EDGE NAILING (E.N.) BOUNDARY NAIL AROUND ALL OPENINGS TYP.2 X 4 FLAT EDGE BLOCKING WHEN SPECIFIED ON PLAN 4x BLK'G. PER PLAN SIMPSON ST22 @ 48" O.C- U.N.O. 2x RAFTERS {SEE PLAN) LUS, TYP. 2x RR PER PLAN 2X C,J PER PLAN W/4-16d NAILS @ EACH SIDE (TYP) WHERE OCCURES 5-16d 2-2x4 TOP PLATE HDR OR BM. WHERE OCCURS PLYWOOD ABOVE HDR SCALE 6 N.T.S. BM (PER PLAN) 2 x PLATE NEW EXISTING_ 2-*4 DOWELS 4 .4 4.' A' A NO I F� I I F�1 I I 24" MIN. l i 1= S/16" dick. HOLE AND INSTALL W/ SIMPSON SET EPDX'r- ADHESIVE PER I.C.SO. NO. 5271S NOTE SPRAY BONDING AGENT ((NTRALOK OR SIMILAR) AT THE JOINT ]BETWEEN OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE. NEW CONC. FTG. SCALE TO EXIST'G FTG. N.T.S. *3 T I E 5 -8 15' O.C. EA. WAY. (ALT. USE W.WN.) (E)5LA 4 FOOTING 6„ 18" -A R="T 1 S/16' dia. HOLE —11, (N)SLAB *4 DOWELS tv 24' o/c NSTALL W1 SIMPSON SET EPDXY ADHESIVE PER I.C.50. NO. 521E NOTE SPRAY BONDING AGENT (INTRALOK OR SIMILAR) AT THE JOINT BETWEEN OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE. CONNECTION SCALE DETAIL N.T.S. 2' x 2' x 3/16' WASHERS COLD JOINT AT 2 POUR SLAB ON GRADE PLATE W/ (SEE PLAN) oil 0, 'all SIMP. A35 AS SHOWN rs (6 PLACES) j NATURAL GRADE OR APPROVED COMPACTED FILL #4 6 16' O.C. 24' HDR (PER PLAN) 24- (2) #4 T/5 MIN., TYPICAL 0 ALL CONT. FOOTINGS, 12" U.N.O. SCALE SCALE CONNECTION TYPICAL EXTERIOR 7 3 DETAIL N.T.S. FOOTING N.T.S. DBL. TOP PLATES MIN. MIN, 2 . . . . . . . . . . . . . . . . . . . . X , . ---7 I k ...... A w0w. OFNG. SIMPSON C616 X1 0 EA. CORNER # x SEE DETAIL 1 FOR REPETITIVE INFORMATION HOLDOWN SSTB Selection Table: x BLOCKING - Ir—n— COLD JOINT AT 2 POUR - SLAB ON GRADE 0 SEE PLAN ------- 0 Model- 2X,3X and 2-2X S ill.pl, Aono Pour Two Pour HTT16 SSTB 16 SSTB 20 HTT22 SSTB 20 SSTB 24 HD 2A SSTB 16 SSTB 20 HD 5A SSTB 20 SSTB 24 -SHEAR WALL HD 6A SSTB 28 SSTB 34 E.N. HD 8A SSTB 28 SSTB 34 HD10A SSTB 28 SSTB 34. --X x I 1 DO NOT INSTALLI HTT or MTT HOLDOWNS RAISED OFF THE MUDSILL SEE FRAMING < 0 NOTE: PLAN. TYP. HOLDOWNANCHORS 4 MUST BE TIED IN #4 @ 16" O.C. PLACE PRIOR TO SIMP. SSTB FOUNDATION BOLT INSPECTION. NATURAL GRADE OR APPROVED DEEPEN FOOTING COMPACTED FILL AS REQUIRED TO OBTAIN ANCHOR EMBEDMENT CONCRETE COVER. m 100 I ffl_ sr R. zin ;K Cn k�3 N z r- Mi 7 MITI ,71 133�1,,mrg � 8 11&AP W- �i < U) sm r- U'� 0 0 z �ro Gi In III tr CS 0 M = tV 06 ON U E-4 4 rT1 U w w z 1 U) 3: 0 DRAWN BY: J&R Infl, Inc. CHECKED BY: J&R Infl, lnc.`." DESIGNED BY: J&R Infl, fnc;,,-,,'� DATE 01/10/05 SCALE AS NOTED JOB NO 04-150 FILE NAME: SD1 DRAWING SDI OF SHEETS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R. INTERNATIONAL, INC. THISDOCUMENT SHALLNOTBEREPRODUCEDOR MODIFIEDIN ANY WAY WITHOUT THEEXPRFSSED WRITTEN OF J&RE14TERNATIONALjNC. PLOT DATE: 01/10/05 GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INIERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING Mandatory Measures Checklist: Residential (Page 1 of 2) MF-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. DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures 150(a): Minimum R-19 ceiling insulation. I 50(b): Loose fill insulation manufacturer's labeled R-Value, 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-value in metal frame walls (does JAI not apply to exterior mass walls). 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 permfinch. FV_1 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/Eklittration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 1 50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 1 50(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. Fv__1 1^1 1 50(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures FV__1 LL,ki 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. Fv__1 LNj 150(i): Setback thermostat on all applicable heating and/or cooling systems. 1500): Pipe and Tank Insulation 1. Storage gas water heaters 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. L 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 tanks have R-1 2 external insulation or R-1 6 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees F. insulated. 6. Piping insulating between heating source and indirect hot water tank. EnergyPro 3.1 By EnergySoft User Number: 2299 Job Number: 041205 Page:5 of 13 NOTE Lownse 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. DESCRIPTION instructions: Check or initial applicable boxes or enter N/A if not applicable, DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) FV 150(m): Ducts and Fans A I 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the 19% 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 duct -closure system that meets the applicable requirements of ULI 8 1, UL 181A, or UL18 I B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape 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 support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilation systems serving conditioned space have eitherautomatic 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 aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. IA 1 114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating, and no pilot. 2. System is installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or spas. a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 11 5: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) 118 (f): Coot Roof material meet specified criteria Lighting Measures FK1 150(k) 1: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. Fv__1 IA I 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 one of the alternative to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. By EnergySoft User Number: 2299 Job Number: 041205 Page:6 of 13 Anaheim, CA 92801 Certificated Compliance: Residential (Part 1 of 2) CF-1 R DO RESIDENCE ADDITION 12/1/2004 Project Title Date 1409 N Gunther Street Santa Ana Project Address Building Permit # AR INTERNATIONAL, INC. (714) 774-3528_ Plan Check/ Date Documentation Author Telephone Computer Performance 8 Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only Total Conditioned Floor Area: 1;685 fl? Total Conditioned Slab Area: 1,685 ft 2 Building Type: (check one or more) FV_1 LAJ Single Family Detached [I Single Family Attached r] Multi -Family Average Ceiling Height: -8 0 ft Addition ❑Existing Building Fy-1 UM Existing Plus Addition Front Orientation: (West) 270 deg Number of Dwelling Units: 1.00 Number of Stories: 1 Floor Construction Type: FX] Slab Floor Const. Component Frame Assembly Type Type U-Value Slab On Grade nia 0.756 Default Wall Prior to 1978 W ood 0.386 Default Roof 1978 to Present Wood 0.047 R-13Wall (W,13.2x4.16) Wood 0.088 R-30 Roof (171.30.2&16) Wood 0,035 Location/Comments attic, garage, typical, etc. Covered Slab w/R-0.0 Perimeter Insulation Exterior Wall Exterior Roof Exterior Wall Exterior Roof FFNP2TRATION Shadina Dpvices, Type Orientation Area Fenestration Exterior Overhang Side Fins (SF) U-Fa=r 2HQQ Shading Yes No Yes No Front W-eso 12,0 128 0.83 Bug Screen 0 FRI F] nx Left (North) 36.0 128 0.83 Bug Screen 0 0 11 nx Left (North) 42.0 0.60 0.65 Bug Screen F] nx F] [x] Rear (East) 713 1.28 0,83 Bug Screen F1 nx F] FRI Right (South) 38.0 1.28 0.83 Bug Screen [I [k] D Fx] Right (South) 24.0 0.60 0.65 Bug Screen [I nx F] [-xl n n F] F] F] F1 F1 F] F1 F1 n [I F] F] 0 D Run Initiation Time: 12LO110412:52:06 Run Code: 1101934326 EnergyPrQ 3.1_____Bv EnergySoft User Number: 2299 Job Number: 041205 Page:3 of 13 Certificate Of Compliance: Residential (Part 2 of 2) CF-1 R DO RESIDENCE ADDITION 12/1/2004 Project Title Date HVAC SYSTEMS Note: Input Hydronic, or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location pump, etc.) (AFUE/HSPF) (ducts, attic, etc.) R-Value Type Comments Central R irnane 75% AFUE Ductless I with Fan --Jva- LIQ S�ack Existing SysLern Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Comments No Cooling 10-0 SEEB Ductless --- nia- No Setback- Existing System Rated 1 Tank Energy Facti 1 External WATER HEATING SYSTEMS Water Heater Water Heater Distribution #in Input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R-Value 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS 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- The undersigned recognize that compliance using duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Title/Firm: THAO DO Address: 1409 N Gunther Street Santa Ana, CA 92703 Telephone: (714) 928-2397 Lie. #: (signature) (date) Enforcement Agency Name: Efrain Cilivas Title/Firm: ADVANCED TITLE 24 Name: Jose L Justiniano Title/Firm: J&R INTERNATIONAL, INC. Address: 2115 W_ Crescent Avenue, Suite 252 in I REVISION I 11Z I Z rn 00 Z Cq > Z 00 iN V) %AQ 0 U 0 Z Z � 0 0Q rH 0 Z Z is W fY O 01 (0., 0 M 00 0 0 � U r 0 PLO r--4 W W ILI W V) Z 0 ', 4 _q 1z, 4111 D R A r `B Y: J&R! Int), Inc. CHECKED BY: '1, Inc. DESIGNED a'tv,' J&R Intl, Inc. ,�,' DATE,,'­ "�11 01/10/05 SCALE NONE JOB NO 04-150 FILE NAME: EN-1 DRAWING OF SHEETS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&RINTERNATIONAL, INC, THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTENCONSENT OFJ&RINTERNATIONAL, INC. PLOT DATE. 01/10/05 GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING