Loading...
HomeMy WebLinkAbout10148922.pdfI ALL WORKK SHALL BEDONE IN ACCORDANCE WITH THE 2001 CALIFORNIA BUILDING, PLUMBING, MECHANICAL AND ELECTRICAL CODES, AND LOCAL ORDINANCES. 2. VERIFY ALL DIMEN51ON5, DO NOT SCALE DRAWIN55. 3. ULTIMATE CONCRETE 5TREN5TH TO BE 2,500 psi a 28 DAYS. 4. LUMBER: USE DOUOLA5 FIR -LARCH COMMERCIAL POSTS, AR ER BEAMS GRADE FOR ALL 05 S, 6x AND L O , AND COMMERCIAL GRADE #2 FOR ALL 4x AND SMALLER, ALL LUMBER SHALL BE GRADE MARKED. 5, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXI5TIN0 UTILITIES, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PR05ECUTION OF TH15 WORK. 6. COMPLIANCE SHALL BE MADE W1TH THE 5TATE'5 ENERGY CONSERVATION REGUIREMENTS. FILE REQUIRED DOCUMENTATION ON THE DRAWINGS. 1. DRAWIN55 AND WORK MUST SHOW COMPLIANCE WITH OENERAL AND CONVENTIONAL CONSTRUCTION REGUIREMENT5 OF GBC SECTION 2320 AND CHAPTER I& FOUNDATION REQUIREMENT5. SYMBOLS � WALL MOUNTED LIGHT FIXTURE -01-A CEILING HUNO LIGHT FIXTURE M CEILINO MOUNTED LIGHT FIXTURE -tQY RECESSED LIGHT FIXTURE LIGHT $ EXHAUST FAN COMBO } EXHAUST FAN iaov 120V DUPLEX RECEPTACLE 240V DUPLEX RECEPTACLE 2aav va t+or 120V HOT OUTLET 4 ONE OUTLET 5WITCHED 120V DUPLEX W/ OROUND FAULT INTERRUPTER 6.F.1. 12OV DUPLEX WI ARC FAULT INTERRUPTER WALL SWITCH {2 MULTI WAY WALL 5WITGH SMOKE DETECTOR 4P.J. PHONE JACK <r.v. TELEVISION OUTLET %P ELEVATION CHANGE A.B. ANCHOR BOLT ALT. ALTERNATE ARCHL ARCHITECTURAL BLK'G BLOCKINO BM, BEAM B.N. BOUNDARY NAILINO 5.5. BOTH 51DE5ADE G.J. CEILING J015T G.L. CENTER LINE CLR. CLEAR COL. COLUMN GONG. CONCRETE GONT, CONTINUOUS DIA. DIAMETER E.N. EDOE NAILING EXIST. EXI5TIN0 F.G. FINISHED ORADE FIN. FINISHED F.J. FLOOR JOIST FND. FOUNDATION FRM'O FRAMINO FT'G FOOTING OA. GAUGE OALV. OALVANIZED 01-5 OLUE LAM BEAM HDR. HEADER HOR, HANOER HORIZ. HORIZONTAL K.P. KINO P05T MAX. MAXIMUM MIN. MINIMUM MULT. MULTIPLE N,G. NATURAL ORADE NOM. NOMINAL O.C. CENTER TO CENTER 05B ORIENTED STRAND BOARD P.G. PIPE COLUMN P.L. PROPERTY LINE REINF. REINFORCINO REO. REQUIRED R.R. ROOF RAFTER 5HT'O SHEATHINO 5.N. SILL NAILINO 5TA50. 5TA65ERED 5TL. STEEL 5TRUC. STRUCTURAL 5.W. SHEAR WALL TYPICAL U.N,O, UNLESS NOTED OTHERWISE VERT. VERTICAL 'Aliz 'JAI po ' . 1 PROPERTY OWNER: HUONG NGUYEN PROJECT ADDRESS: 2310 W. BOBBY LN. SANTA ANA, CA 92706 CONSTRUCTION TYPE: V-N STORIES: ONE STORY ZONE: RI ASSESSORS PARCEL NO.: 399 143 06 LEGAL DESCRIPTION: SINGLE FAMILY LOT 144 BLOCK N/A TRACT 2419 MAPS N/A COUNTY ORANGE, CA LOT SIZE: 7,519 SQUARE FEET BUILDING SIZE: 1,989 EXISTING LIVING AREA: 1,635 EXISTING GARAGE: 354 EXISTING DRIVE WAY: 793 PROPOSED ADDITION: 182 NEW ROOM ADDITION: 182 NEW COVER PATIO: 0 NEW GARAGE: 0 TOTAL: 2,171 SQUARE FEET LOT COVERAGE: 28.87% YARDS SETBACK REQUIRES FRONT: NORTH 20' - 0" REAR: SOUTH 15' - 0" SIDES: EAST & WEST 5' - 0" HEIGHT OF STRUCTURE: +1- 15' - 1" U 1 10 010 1 010M 2001 CALIFORNIA BUILDING CODE (C.B.G.) 2001 CAI IFORNIA PLUMBING CODE 2001 CALIFORNIA MECHANICAL CODE (C,M,C.) 2002 NATIONAL ELECTRICAL GODS (N.E.C.) S i r OR LATEST CODE ADOPTED BY CITY OF 6hAb! Tkl STATE AND FEDERAL LAW. VICINITY MAY OARDEN OROVE BLVD. I V PROM T � LOCAT ON o lu z BOB LN. m � IL z CONNECTION FASTENING 1. Joist to sill plate or girder . . . . . . . . . . . . . . . . . . . Toenails w/ 3-8d 2. Bridging to joist . . . . . . . . . . . . . . . . . . Toenails each end w/ 2-8d 3. Sole plate to joist or bWg . . . . . . . . . . . . . . . Face nails w/ 16d @ 16" o.c. Sole plate to joist or bWg at braced wall panels . . . . . . . Face nails w/ 3-16d @ 16" o.c. 4. Top plate to stud . . . . . . . . . . . . . . . . . . . . . End nails w/ 2-16d 5. Stud to sole plate . . . . . . . . . . . . . . . Toenails w/ 4-8d or End nails w/ 2-16d 6. Double stud . . . . . . . . . . . . . . . . . . . Face nails w/ 16d @ 24" o.c. 7. Double top plates . . . . Face nails w/ 16d @ 16" o.c. Double top plates, lap splice 4'-0" min. . . . . . . . . . Face nails w/ 8-16d min. U.N.O. 8. Rim joist to top plates . . . . . . . . . . . . . . . . . Toenails w/ 8d @ 6" o.c. 9. Ceiling joist to top plates . . . . . . . . . . . . . . . . . . . Toenails w/ 3-8d Ceiling joist lap over wall . . . . . . . . . . . . . . . . . . Face nails w/ 3-16d Ceiling joist to parallel rafter . . . . . . . . . . . . . . . . . Face nails w/ 5-16d 10. Continuous header to stud . . . . . . . . . . . . . . . . . . . Toenails w/ 4.8d 11. Rafter to top plates . . . . . . . . . . . . . . . . . . . . . Toenails w/ 3-8d 12. 1" brace to each stud & plate . . . . . . . . . . . . . . . . . Face nails w/ 2-8d 13. CDX plywood & OSB sheathing for roof, subfloor, and wall . . . . COMMON NAILS, U.N.O. 1/2" and less . . . . . . . . . . . . . . . . . . . Edge nails w/ 6d @ 6" o.c. 3/41' . . . . . . . . . . . . . . . . . . . . . . Edge nails w/ 8d @ 6" o.c. !Ifflop g11=, i ! ! 1 l No. Sheathing Edge Field Framing Connection Foundation Sill Plate Nailing Capacity Nailing Nailing Member at Top Plate Anchorage To Wood Floor (plf) f� 15/32" CDX 8d @ 6" 8d @ 32" 2x A-35 @ 16" 5/8" 0 @ 48" 16d @ 6" 260 l \ Plywood 3x A-35 @ 8" 5/8" O @ 24" 16d @ 3" 520 NOTES: I. ALL NAILINO SHALL BE COMMON NAILS. 2. MAXIMUM STUD SPAGINO SHALL BE 16" O.C. 5. ALL PANEL EDOES SHALL BE BLOCKED, 4. FRAMING MEMBER SHALL INCLUDE SILL PLATES AND ALL FRAMINO MEMBERS RECIEVINO EDGE NAILINO FROM ABUTTING PANELS. 5. EDOE NAILINO ON 3x MEMBERS SHALL BE STAGGERED. 6. USE 2"x2"x3/16" GUT PLATE WASHERS AT ALL ANCHOR BOLTS. 7. AT EXI5TINO FOOTIN55, USE RF5#5x1O 5IMPSON RETROFIT BOLTS WITH ET22 HIOH STRENGTH EPDXY. SPECIAL INSPECTION REQUIRED. 8. SECOND FIGURE INDICATES WHERE SHEAR WALL SHEATHING 15 TO BE APPLIED TO BOTH SIDES OF WALL, a. AT EX15TINO CONDITION, 2X SILL PLATE MAY BE USED WITH 5/8" 0 A.B. a 16" O.C. FOR SHEARWALL #2 ONLY. TRASK AVE. FRAMING NOTES I. ROOF DIAPHRAOM NAILINO TO BE INSPECTED BEFORE COVERINO. FACE ORAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. 2. ALL INTERIOR 5HEARWALL SHALL EXTEND TO THE ROOF OR FLOOR DIAPHRAOM LEVEL. 5. DOUBLE J015T5 ARE REQUIRED UNDER PARALLEL BEARINO PARTITIONS. 4. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER ALL BEARING WALLS. 5. TOP PLATE BREAKS ARE SHALL OCCUR OVER A STUD OR POST. DOUBLE TOP PLATE5 SPLICE WITH MIN, 48" LAP AND PROVIDED WITH MIN. 8-16d NAILS PER TOP PLATE SPLICE. 6. WHERE BOTH TOP PLATES ARE BROKEN, SHALL BE STRAP BOTH SIDES WITH 5T6224 U.N.O. 7, ALL P05T5 SHALL HAVE CONNECTIONS AT TOP AND BOTTOM WHICH SHALL BE 5IMP50N "CCG" "CB5G" UNLE55 SPECIFICALLY DETAILED OTHERWISE. FOR POSTS IN POCKETS AND IN FRAMED WALL5 THE COLUMN CAP AND BASE MAY BE ELIMINATED UNLESS DETAILED ON THE DRAWIN675. ALL FREE 5TANDINO POSTS SHALL USE SIMP50N "GCG" "ECGQ", AND "CB5G" CONNECTORS. 8. USE SIMP50N HU-HANOERS ON ALL JO15T/BEAM/BEAM CONNECTIONS, UNLESS NOTED OTHERWISE ON PLANS. a. ALL HANGINO JOISTS SHALL BE HUNO WITH 5IMF50N "LU5" HANOER5 U.N.O., AND 5IMF50N "ITT" HANOERS FOR TJI'5 U.N.O. 10. ALL NON -BEARING BALLOON FRAMED WALL5 EXGEEDINO 14'-0" IN HEIGHT AND NOT SUPPORTED BY GEILINO J015T AT EITHER SIDE SHALL BE FRAMED KITH 2x6 STUDS a 16" O.G. (NOT TO EXCEED 20'-0"), BEARINO WALLS SHALL BE FRAMED IN ACCORDANCE WITH TABLE NO. 23-IV-B Iqr-f7 U.B.G. II. FA5TENIN6 OF MULTIPLE MEMBERS: DOUBLE 4 TRIPPLE JOISTS; 16d ® 12" O.G. 5TAOOERED (BOTH SIDES FOR TRIPPLE5). FOUR OR MORE JOISTS SHALL BE BOLTED TOOETHER WITH 1/2" BOLTS AT 15" O.C. STAGGERED. RE -TIGHTEN BOLTS PRIOR TO APPLYINO FIN15H MATERIAL. �.` .. .. _.. _... cs ..,..,,.mot v®._"%e5 O t f p . Y P L 0/ wv, i s d i �u �h E cr Ty m : Ami IS: h z 70'`6`PROPERTY LINE i 1 1 SCALE : 1 /8" F-0" @� d1 4..a rya Cp�tMERCIPl�'Y {�} 3133 Westhaven Dr. Anaheim, CA 92804 Off: (714) 262 - 3929 Fag: (714) 774 - 5080 REVISIONS DATE DESCRIPTION A2 a A � � Pt M 04 .� v � W 4�o - EU NeU�� 4- a` No. C62628 Exp. 06 30 06 CIY11/a DATE 04/18/05 PROJECT 05-021 NUMBER DRAWN H.N. BY CHECKED H.N. BY SCALE ASNOTED SHEET TITLE • SITE/ ROOF/ PLOT PLAN • GENERAL NOTES • NAILING SCHEDULES • SHE AR WALL SCHEDULES SHEET NUMBER A-1 OF SHEETS (E) KITCHEN M EXISTING FLOOR ! ! ! PLAN SCALE: 1/4"=F-011 D 206c3 INTERIOR DOOR STANDARD I —owl 11 p 00i 5040 VINYL 5LIDINO WINDOW LOW E OLAZINO 4040 VINYL SLIDING WINDOW LOW E OLAZING NEW FLOOR PLAN SCALE: 1/4"=��-01r SCALE: 1/4"=F-0" UUUI:sLt ICA' I7/ 1" GUX IhLTIIW L) FACE NAIL END NAIL 2-Ibd OR PLATES PER 5K 5HEDULE Ibd @ 16" O.G. TOENAIL 4-Sd 4X HEADER 4x HEADER - PAGE NAIL 2-Ibd OR FAGS NAIL TOENAIL Ibd @ 24" O.G. I. 4-8d TRIMMER _ TRIMMER 4X POST ' PER PLANS I KING STUDJz- �O HFAHD22 HOLDOHN CRIPPLE STUD - TREATED ( Nt . 51LL PLATE V 4 O n e. d '• .o a. a 4. d', c _ d . der ' ,� • c . 4. . a, d .Q • d• 4 a• C C' q c. END NAIL 2-16d HTT22 HOLDOHN 5/5" V A.B. 5/8" ,0 A.B. vrr 1ul-1Vn1s- -r-vu ry r-V-R err ;;lr'rcvvL.c TYPICAL FRAMING DETAIL 1. ALL RECEPTACLE OUTLET LOCATIONS WILL COMPLY WITH NEC ART. 210-52(o) 2. ALL RECEPTACLES IN BATHROOMS AND NET LOCATIONS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER {GFGI), PER NEC, ART. 210-7(d)2 3. BATHROOM GIRCUITINO SHALL BE 20 AMPERE CIRCUIT DELICATED TO EACH BATHROOM. PER NEC ART. 210-11(c)3 4. ALL BEDROOM BRANCH CIRCUITS SHALL BE ARC FAULT CIRCUIT INTERRUPTER (AFCI) PROTECTED. PER NEC, ART, 210-12(0) 5. PROVIDE PRIMARY FLUORE5CENT LIGHT FIXTURE IN BATHROOM, KITCHEN WITH 40 LUMEN5 PER WATT EFFIGICENCY PER T-24. 6: PROVIDE SMOKE DETECTOR WITHIN 12" OF THE CEILING AT THIS SHOWN LOCATION. SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS. , (HARDWIRED NI BATTERY BACK-UP a NEW ADDITION) 7. MECHANICAL VENTILATION FOR TOILET COMPARTMENTS, BATH, AND LAUNDRY ROOMS SHALL BE CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR. SECTION 1205.5. Iaa7 U.B.G. 5. RUN EX15TINO DUCTS TO NEW ADDITION FOR HEATING. a. ELECTRICAL PANEL (VERIFY LOCATION) NOTES 1. WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 70 INCHES ABOVE DRAIN AT SHOWER OR TUB WITH 5HOWER5. MATERIALS OTHER THAN STRUCTURE ELEMENTS SHALL BE MOISTURE RESISTANT. 5LA55 ENCLOSURE DOORS AND PANELS MUST BE LABEL CATEOOR.Y 11. SWING DOOR OUTWARD. 2. ALL WINDOW5 SHALL BE DUAL GLAZED AND SLIDER DOORS SHALL BE TEMPERED DUAL OLAZED, 5. ROOF COVERINGS SHALL BE ASPHALT SHINOLE TO MATCH EXISTING. (AT LEAST A CLASS "C" RATING. GALVANIZED SHEET METAL (28 GAUGE MIN.) ROOF VALLEY FLASHINO 15 REQUIRED. 4. ALL GUARD RAILS AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A LATERAL LOAD OF 20 POUNDS PER LINEAL FOOT APPLIED HORIZONTALLY AT RIGHT ANOLE5 TO TOP RAIL. (50 PLF FOR COMMERCIAL) 5. CONTRACTOR .15 RESPON5IBLE FOR 5AFETY DURING DEMOLITION. 6. DO NOT REMOVE ANY STRUCTURAL MEMBER UNLE55 INDICATED ON DRAWINGS. 7. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXI5TIN6 CONSTRUCTION. BLOCK5 APPROVED TYP. WALL FRAM' G. NEW 2X 5TUD WALL EXISTING KALL = = = DEMOLITION HALL 2X R.R OR F.J. a 161,< 1/// O.C. 2X C J. a 16" O.G. Aw x SECTION x-x X DETAIL x-x X x SHEARHALL x Ao' u� 4� 3133 Westhaven Dr. Anaheim, CA 92804 Off: (714) 262 - 3929 Fag: (714) 774 - 5080 REVISIONS DATE DESCRIPTION A h� U bl3 N � M � aN� n d. r,��� ���i~u N��y No. C62628 �y Exp. 06 30 O6 T OF GAIti DATE 04/18/05 PROJECT 05-021 NUMBER DRAWN H.N. BY HEcxED R.N. BY SCALE AS NOTED SHEET TITLE • EXIST. & DEMO. PLAN • NEW FLOOR PLAN • UTILITY PLAN • SHEET NUMBER A-2 OF SHEETS FRAMING LEGENDS NEW .2X STUD HALL 2x C.J. a lb" EX15TINO WALL 5ECTION DEMOLITION WALL DETAIL 2x R.R OR F.J. Iro" O.C. < :X'y 5HEARKALL x 12'--0" (E) FAMILY ROOM 4X6 HDR. 1 4X6 HDR, D A& A r4 0 Jj M 2X6 R.R 16 O.G. j 2X6 R. a 16" O.G. 4X8 FLU5H 13M. 5T0224 , 5'r6224 TOP OF RIDGE 5T6224 5r 10 T.O.P. SCALE: 1/4"=1'-011 FOOTING SCHEDULES CONTINUOUSFOOTING 12" WIDTH X 12" DEEP V41 (1) #4 RE5AR T$6 ANCHOR BOLT SCHEDULE 1521 5A5" (P X 12" LONO ANCHOR BOLTS @ 52" P.G. C=> F 0 U NDATION PLAN SCALE: --- ----A SECTION A -A SCALE: 1/4"=1'-011 ]RIGHT (EAST) ELEVATION V L--]L JL'l R 111 N all I ll��1111111111 1�111111111 ffl_' 1. ROOF 5HEATHIN6. 2. BUILT-UP CRICKET, CAULKING AT INTERSECTION OF ROOF TO WALL. 5. O.I. STUCCO Nrr-P 50Rr_l=D. 4. ASPHALT 5HINOLE ROOF MATERIAL TO BE MATCH N1 EX15TINO COLOR AND TYPE. 5. 2X BARGE. (b. 2X FASCIA 7. DUAL GLAZED SLIDER W LOOK (TEMP. &LASS) 5. STUCCO ARCH. q. EXTERIOR PLASTER FIN15H OVER 60 MINUTF=5 5UILDINO PAPER. (TO BE MATCH Pq/ EX15VO, COLOR AND TYPE) 10. 14"XI5" ATTIC, METAL LOUVERED VENT N/ 50RIEEEN. M TOP OF RIDGE TOP (E) p dJ T.05. SCALE: 1/4"=F-0" Z SCALE: 1/4"=I'-0tl LIVWG AREA: VENTING REWIRED: I82 5.F. X 144 = 1*75 50. IN. 150 5F. HIGH VENTING: (1) 14"Ab" LOU\/EP, ATTIC VENT (SIMP50N NO, L1418) (1) X 126 50. IN. = 126 50. IN. LOW VENTING: (0) BLOCK EAVE VENTS (5) X 50 50. IN, = 10 50. IN. TOTAL = 216 50. IN. 1. ROOF MATERIAL TO BE MATCH N1 EX15TIN5 COLOR AND T'(Ft=. (ASPHALT 5HINOLE), 2. 1/2" CDX PLYWOOD OR 055 ROOF 5HEATHIN6. 5. IX STARTER BOARD. 4. 2X ROOF RAFTERS, REFER TO FRAMING PLANS. 5. 2X CEILIN& JOISTS, REFER To FRAMINO PLANS. (b. 2X FASICIA. -1. 2X BARGE. a. DOUBLE 2X TOP PLATES. 11, 2X OR 5X PRE5URE TREATED DOUOLA5 FIR -LARCH SILL PLATE, REFER TO 5HEAR4NALL SCHEDULE. 10. 1/2" eYF5UM BOARD. 11. 2X4 5TUD5 a 16" O.C. 12. 2X6 STUDS a lb" O.C. 15. FLUSH BEAM, REFER TO FRAMINO PLANS. 14. DROP BEAM, REFER TO FRAMINO PLANS. 15. 4X HEADER. REFER To FRAMINO PLANS, 16, M5TAI8 a 52" O.C. 17. 5TUcCO FIN15H 0\/r=R 60 MINUTES BUILDING PAPER. 15. 4" CONCRETE SLAB. Ict. R-15 IN5ULATION, (WALL INSULATION). 20. R-50 INSULATION, (ROOF IN5ULATION). 21. G.I. FLA5HINC-7 AND COUNTER FLA5HINe. 22. 2X RlDer= BOARD, REFER TO FRAMING PLANS. 25. DUAL GLAZED PqINDON. 24. ATTIC ACCESS. 25. 2X6 BUILT-UP CRICKET WITH 1/4", PER FOOT SLOPE 26. 2X4 COLLAR Tlr= 0 52" O.C. TYPICAL ROOF SHEATHINO. 1/2" CDX. STRUCT. 11 PLYWOOD, MIN PANEL INDEX No. (24/0) B.N.: ad a 6" O.C. E.N.: ad a 6" O.C. F.N.: Sd @ 12" O.C. No BLOCKIN5 UNLF55 NOTED ON PLANS. USE COMMON NAILS UNLF55 NOTED OTHERWISE. FOUNDATION NOTES I. FOUNDATION HAS BEEN DESIGNED A55UMINO MIN. ALLOWABLE 501L BEARING PRESSURE PER IcIct7 UBC, SHALL BE AS FOLLOW: A) CONTINUOU5 FOOTINC,: 1000 FSf= 5) ISOLATED FOOTING: 1000 P5F 2. ALL FOOTING SHALL BE FOUDED ON OR BELOW FIRM UNDISTURBED NATURAL 501L OR APPROVED COMPACTED FILL AND ADJACENT FIN15H GRADE U.N.O. 5. ALL FOOTING SHALL BE CENTERED ON PILASTER AND OR WALL AND COLUMN U.N.O. 4. ALL FOOTING SHALL BE CENTERED UNDER THE BUILDING COLUMN U.N.O. 5. ALL FOOTING SHALL BE FORMED TO MEET50=5 INDICATE ON DRAWINGS, DETAILS AND OR (b. ALL EX15TIN0 UTILITIE5 THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE REMOVED AND RELOCATED. *7. THE CONTRACTOR WILL BE 50LELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LA65IN6, 5HORIN6, AND PROTECTION OF ANY ACCORDANCE WITH ALL NATIONAL STATE AND LOCAL SAFETY ORDINANCE. S. PROVIDE 5/8' 4) X 12" ANCHOR 5OLT5 WITH 2"x2"x5/116' NA5HER5, EMBEDDED 7" MIN. INTO CONCRETE OR MA50NP,,( AND SPACE MAX. 45" O.C. PROVIDE MIN. 2 BOLTS PER PLATE AND ONE WITHIN 12" OF PLATE END AND CORNER. (uar, 5r-c. jao(o.&) q. ALL HOLD DOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. NBC SEC. lo8.5.2) 10. USE TYPE V CEMENT. A� 3133 Westhaven Dr. Anaheim, CA 92804 Off: (714) 262 - 3929 Fax: (714) 774 - 5080 REVISIONS DATE DESCRIPTION Ar, bA hi O O MIT �v- 0 nc ask tees 40 gRt1F A Es 'N EU -71 No. C62628 Exp. 06/30106 �TF OF V1 c DATE 04/18/05 PROJECT 05-021 NUMBER DRAWN H.N. BY CHECYCED H.N. BY SCALE AS NOTED SHEET TITLE • ROOF FRAMING PLAN • FOUNDATION PLAN • ELEVATION & SECTION SHEET NUMBER A-3 OF SHEETS MANDATORY MEASURES CHECKLIST: RESIDENTIAL. (Page I of 2) MF-IR 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 whetherthey are shown elsewhere in the documents or on this dteddist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: * § 150(a): Mmimnm R-19 ceiling insulation. R-30 § 150(b): Lease fill insulation manufacturer's labeled R Value. - • § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent Ur -Factor to metal firma, walls does not apply to exterior anew walls. R• 13 * § 150(d): Minimum R-13 raised floor insulation in framed floors. _ _ § t50(i) : Stab edge insulation - water absorption rate no greater than 0.3 %, water vapor tratesmssiou rate no NIA eta than 2.0 nmlmch. § 1I8: Revolution specified or installed meets insulation quality standards Indicate type and form. BATT § 116.17: Fenestration Products, Exterior Doors, and InfdtrationlExfiltratiat Controls 1. Doers and windows between conditioned and unconditioned spaces designed to limit ar leakage. YES 2. Fenestration products (except field -fabricated) have label with cued U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification, 3. Exterior dome and windows weatharshipped; all joints and penetrations caulked and seated. § 150(g): Vapor baniemmandatory in Climate Zones 14 and !6 only. NIA § 150(f): Special infiltration barrier installed to comply with § 151 meets Commisrum quality standards. NIA § I50(e}: Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. i. Masonry and factory -built fireplaces he-: a. Closeable metal or glass door b. Outside air intake with damper and control c. Fine damper and control 2. No continuous bunting gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: § 110- 113: HVAC equipment, water heaters, sho varheads and faucets cued by the Commission. - § 1500a): Hearing and/or cooling loads calculated in acoord- with ASHRAB, SMACNA OR ACCA. - § 150(i): Setback thermostat on ail applicable hearing and/or croling systems. - § 1506): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be extemaliy wrapped with N/A insulation having an installed thermal resistance of R.12 or greater. 2. First 5 feet of pipes drover to water heater tank, non -recirculating systems, herniated (11.4 or greater) 3. Back-up tanks for solar system, unfrad storage tanks, or other indirect hot water tanks have R- 12 external insulation or R. 16 combined imterealloesn al mar ation 4. Alt buried or exposed piping insulated in rocimulating sections of hot water system . 5. Cooling system piping below 55-F inand ted. 6. Piping insulated between heating source and indirect hot water tank. Compliance Forms August 2001 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page I of 3) CF-1R ROOM ADDITION 04/18/2005 Project Title Date 2310 W. BOBBY LN., SANTA ANA, CA 92706 Project Address HUY T. NGUYEN (714) 531 - 2862 Bu la ng Permit Documentation Author Telephone Plan Check /Data PACKAGE 08 Field Check l Date Compliance Method (Package or Computer) Climate Zone Enr reverent Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area 182 fi' Average Ceiling Height: 8 ft Conditioned Slab Floor Area ft' Building Type: -A-Single Family X Addition (check one or more) Multi -Family _._.vExisting-Plus-Addition Front Orientation: North / South / East / West / All Orientations (input front orientation in degrees from True North and circle one) Number of Stories_____,1_ Number of Dwelling Units: 1 Floor Construction Type: lab sed Floor (circle one or both) RADIANT BARRIER (required in climate zones 2, 4 S-I5) Required for this submittal_ yes X no BUILDING ENVELOPE INSULATION Component Type Frame Type cod = wood sit =steel Cavity Insulation RValue Sheathing Insulation R-Value Total R- Value' Assembly U-Factor' Location/Comments (attic, garage, typical, Wall WOOD 13 0 11,36 0.088 EXTERIOR WAii_ Wall Roof WOOD 30 0 32.26 0,031 CEILING Roof Floor CONCRETE Floor Slab Edge insulation requirements for the Prescriptive Package FENESTRATION Shadinia Devices Fenestration 4/Type/Pos.lie)-Factor Orientation Area Fenestration Fenestration SHGC Exterior Shading Aft. Overhangs/ Fins Front SOUTH 0 0,40 0.35 NO Front Lett WEST 0 0.40 0.35 NO Left Rear NORTH 32 0.40 1 0.35 NO Rear Right EAST 0 0.40 0.35 NO Right Skylight Skylight 10%x(182) as 18.2 < 32 < 20%x(182) = 38.4 liance Forms August 2001 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-1R ROOM ADDITION 04/18/2005 Project Title Date COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts I 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 or cuter (per Business and Professions Code) Documentation Author Name: HUONG NGUYEN Name: HUY T. NGUYEN, P.E. Title/Firm: OWNER Title/Finn: STARS CONSTRUCTION Address: 2310 W. BOBBY LN. Address: 3133 W. WESTHAVEN DR. SANTA ANA, CA 92706 ANAHEiM, CA 92804 Telephone: (714) 263 - 5864 Telephone: (714) 262 - 3929 Lic. #: N/A Lic. #: C62628 t (sr atone) ( ate) (stgrature) (data) Enforcement Agency Name: Title: Agency: Telephone: (ing"ature /stamp) (date) Compliance Forms August 2001 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF-IR Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk * m be superseded b more stringent co liance r uhaments listed on the Certificate of () may rP Ycompliance e4 Compliance. When this checklist is incorporated into the pomtit 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 i£not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) • §150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and msulated to meet the requirement of the 1998 CMC Sections 601, b03, 604, and Standard 6-3, ducts insulate to a miaimmn in tatted fever of R-0.2 or enclosed entirely in conditioned space. Openings shall bo sealed colds mastic, tape, aerosol sealant, of ottcer duetclosure system that meets the applicable requirememo- er UL 181, ill, 181A, er UL 181B. If mastic or tape is used to seal openings greater than 114 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 accrue of ductsystems and their componems shaft not be seated with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support platform for an handlers, and plenums defined or constructed with materials other than coated sheet meta(, door board or flexible duct shall net be used for conveying conditioned air. Budding cavities and support platform may contain dulls. Lints installed in Who and suport platform shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and seams of door systems and their eompneMs shall not be sealed with cloth back rubber, adhesive duct tapes unleas such tape is used in combination with mastic and drawbr nds. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, mtsm any operated dampers. 6. Protection of insulation. insulation shall be protected from damage, including that due to smrlight, muismrs, equipment maintenance, and wind but not limited to the following: Insulation exposed to weadrer ahaa be suitable for outdoor service e.g., protected by aluminum, shoat metal, painted canvas, or plastic sever. Cellular foam inselation shall be protected as above or painted with a coating that is water retardant and provides shielding from sofa, radiation that can cause degradation of the material. § 114: Pool and Spa beating Systems and Equipment. 1. System is cued with 78 %thermal efficiency, on -off switch, weatherproof operating instructions, no NIA electric resistance beating and no pilot light. 2. System is arealied with'. a. At feast 36" of pipe between filter and heater for fume aolaz heating. b. On- for outdoor ports or outdoor apes. 3. Pool system has dirstmo rt inlets aid a circulation pump time switch. §t 15: Gas fred Cenral furnaces, pool heaters, spa heaters or household cookhrg Apliannes have no - continuously broming Pilot light, (Ex tion: Non-elecrical cooking appliances with pilmelso Blau If 18 (f)'. Cool Roof material meet specified criteria Lighting Measures: §150 (k)I.: Luminaires for general lighting in kitchens shall have lamps with an.fFi icy of 40 iumew/wan or gnemez far general lighting in kitchens. This general fighting shall be controlled by a switch on a readily YES accasnibin ligbtmgcontroi panel at an era, to the kitchen. §150 (k)2.: Rooms with a shower or bathtub must have either at least one luminaim with Imp. with art efficacy of 401umens(wan or greater switched at deft entrance to the room or one of the elt.mativos to this YES requirement allowed in § 150(k)2.; and incandescent recessed ceiling fortunes are IC (insulation rover) approved. Compliance Forms August 2001 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF-IR ROOM ADDITION 04/18/2005 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 Heat Pump Type(fiunace, beat Efficiency Location Piping Thermostat Configuration Pump, eta.) (AFUE orHSPF) (ducts, atfiq eta) R-Value Type (split or package) HEATING (EXISTING) DUCTING Heat Pump Cooling Equipment Minimum Duct Type (a r wndit over, Efficiency Location Duct Thermostat Configuration heat pump, even. confirm) (SEER) (attic, ere.) - R-Value Type (split or packs¢.) SEALED DUCTS and TXVs (or Alternative Measures) 0 Sealed Ducts (ail climate roues) (Installer testing and certification and HERS rater field verification required) O TXVs, readily accessible (climate zones 2 and 8-15 omy) Onamliar testing and cartifrcatien 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) OR 0 Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) WATER HEATING SYSTEMS Energy' External Rated/ Tank Factor or Tank Water Heater Distribution Number Input Capacity Recovery Standby' Insulation Type Type in System orBtunu) (gaftous) Efficiency Loss (•!) RValue Exists L4D GL) 1 35,000 40 QUA I. For small gas storage water heaters (rated inputs of tens than or equal to 75,000 Btuhr), electric resistance, and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Brook), Rat Rated Input, Recovery Efficiency and Standby Lose. For instantaneous gas water heaters, list rated input and recovery efficlencica. SPECIAL FEATURES (add extra sheets ifnecessary ). Package C and D: TXVS, Sealed Ducts, Radiant Barriers (see 'Installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual). Package C: thermal mass (thermal mass type, covering, thickness and description). Compliance Fortes August 2001 ENERGY T-24 NOTES 1. CONTRACTOR SHALL POST THE INSULATION CERTIFICATE (CF-6R) FORM AND INSULATION CERTIFICATE (I0-1) FORM IN A CONSPICUOUS LOCATION OR KEPT WITH PLANS AND MADE AVAILABLE TO THE INSPECTOR. 2, CONTRACTOR SHALL PROVIDE COPIES OF THE CALIFORNIA GUIDE TO HOME COMFORT AND ENEROY 5AViN65, CF-IR, MF-IR, GF-6R AND I0-1 FORMS TO THE BUILDING OWNER. 2Xa BOARD NOTCH AS REG. IN/ 3-16d PER RAFTER FOLLOWIN65 LiNE OF CALIFORNIA FRAMING 1/2" COX PLYWOOD IX STARTER T6G 2X BAR6E CONT. --- I LTP4 0 16" / Q.G. U.N.O. _.._/ 5HEARWALL 2X ROOF RAFTER PER PLANS OR TRUSS PER PLANS WHERE OCCURS 2X CALIFORNIA FRAMING 2X4 a 24" O.G. (SPAN 6'-0" MAX) 2X6 0 24" O.C. (SPAN 10'-0" MAX) 2X8 a 24" Q.C. (SPAN 1&'-0" MAX) REF: CALF_01 SCALE, 1 1/2" = 1'-0" HUY NGUYEN, P.E, REF: ROOF_04 9 CALIFORNIA FUMING 5 51MP, f ST623i (2) 2X OR PO PER PI REF: DRAO-02 SCALE: 1 1/2" = 1'-0" HUY NGUYEN, P.E. REF: RIDGE-01 10 FLUSH BM. DRAG CONNECTION 6 SIMP. STRAP DOUBLE E.N. M 1/21, GDX PLYWOO OR 055 2X4 FLAT a 24" O.G. 3-16d a OUTLOOKER5 2X SOLID 2X R. R. BLK16 ill 4b" PER PLANS O.G. U.N.O. 2X STUDS ® 16" O.G. P.T. SILL W/ 5/6" tD 2X STUDS A.B. X 12" LONG VV 16" O.G. 2"x2"x3/16" WASHER a 4&" O.G. U.N.O, 4" GONG, SLAB W/ 5HEARWALL 6X6 WIRE MESH OVER PER PLANS 2'" 5AND OVER 6 MIL, WHERE OCCURS V15G2UEEN 4 • . Q 2" 15AND © F. 6. IT i NATURAL -CL II SOIL 4' 4 I W ILI I TOP 4 1 BOTTOM REBAR PER PLANS PER PLANS SCALE: 1 1/2" = 1'-0" HUY NGUYEN, P.E. REF: FOOT-01 SCALE: 1 1/2" 1'-0" HUY NGUYEN, P.E. RAFTER RAT-i-_v 1 EXTERIOR FOOTING 2X 5TUD5 ® 16" O.G. - 5HEARWALL PER PLANS DRILL 3f4" 4) X '1" DEEP WHERE OGCURES B.N. M5TA24 a 48 Wf 5/a" 4) (RFB#5x10) " O.G. U.N.O. # 23f16" WASHER 4" GONG. SLAB W/ a 532 O.G. U.O.N. a -1" MiN. EMBEDMENT 6X6 WIRE MESH OVER W/ 5ET22-EPDXY --- 2' SAND OVER 6" MIL, 51MP. A55 PER RAFTER PER PLANS 1/211 GDX PLYWOOD PER PLANS T t = I rn ' k� EXISTING GONG. FOOTING Ott ' DRILL 5/8" 0 X 6" DEEP W/ #4 REBAR X 24" MIN. LONG a 24" O.C. a 6" MIN. EMBEDMENT W/ 5ET22-EPDX11" NOTES: SPECIAL INSPECTION REQUIRED, 1 3/4" MIN, SCALE: 1 1/2" = 1'-0" HUY NGUYEN, P.E. REF: FOOT-01 SCALE: 1 1/2" = 1'-0" HUY NGUYEN, P.E. RIDGE BOARD 2 (E) FOOTING TO NEW SLAB 2X NAILER WJ BUILT-UP I/21, GDX PLYWOOD R 1 RAFTER PER FFE.6, FO W/ If4" FOR 05B RAFTER FOOT SLOPE 2X STUDS 0 16t1 O.G. EXI5TIN6 4" GONG. SLAB Wf P,T, SILL Wf 3" PIN PER PLANS 2X R. R. 6X6 WIRE MESH OVER LOAD WWASHER \�•� 2" SAND OVER 6 MIL. a 45" O,G. U.N.O. V 15QUEEN 2X STUDS 2X STUDS 2X G, J. EXISTING OR POST 16" O.G. PER PLAN5 2X G. J. PER PLANS a 4 X X E.N. Q 2" SANV . 5HEARWALL STUDS ®16" O.G. PER PLANS OR DROP BM. O III-� I-i I I 11-1 I I(-1 I I I I WHERE OCCURS PER PLANS -I -I -I I-i I III -III -III -III --I i I -I I I- fit l i f-I I!-i I III I-1 i NATURAL +� - J NEW EXISTING FRAMIN6 FRAMING 501E REF: DRAO-01 SCALE: 1 1/2" = 1'-0" HUY NGUYEN, P.E. REF: CRICKET-01 SCALE: 1 1/211 = 11-01, HUY NGUYEN, P.E. REF: FOOT-06 SCALE: 1 1/2" = 1'-0" HUY NGUYEN, P.E. 11 TOP PLATES DRAG +CONNECTION 7 BUILT-UP CRICKET 3 INTERIOR NON -BEARING 2X ROOF RAFTERS 1/21, GDX PLYWOOD OR 055 2X 50LIM 5LK'6 a 4511 O.G. U.N.O. 1/2" GDX PLYWOOD OR 055 1/2" GDX PLYWOOD a 16" O.G. PER PLANS 5HEATHIN6 (24/0) INSTALL OR 055 WITH LONG DIMENTION GROSS B.N. IF REQUIRED. SUPPORTS AND STAGGERED MIN. W5-16d 2X SOLID 5LK'6 VERTICAL JOINTS EACH END a48" O.G. U.N.O. LTP4 a 16i1 2X CALIF. IX STARTER O.G. U.N.O. FRAMING T8G 2X FASCIA EX CONT. + 2X R. R. 2X CRIPPLE + >< V PER PLANS STUDS a 16" O.C. + + / SHEARWALL 1f2" GDX PLYWOOD A35 a 161. O.C. U.N.O. PERPLANS, > OR 05B WHERE OCCURS E.N. 2X ROOF RAFTER 2X C. J. PER PLANS �,, ` . ✓,/ PER PLANS S.N. WHERE OCCURS EXISTING 2X4 RAFTER TIE ��. 2X R. R. 32" O.G. � 5HEARWALL 2X GELLING JOIST PER PLANS >1 PER PLAN5 EXI5TIN6 WHERE OCCURS 2X C. J. 2X STUDS a 16" O.C. OR DROP BM. FIELD NAILS (F.N.) LEAVE V8" BAP AT END ANDL-71�PER PLANS W/ 8d a 121, O.G. EDGES UNLE55 OTHERWISE E.N. RECOMMENDED BY SHEARWALL v - -- 2X STUDS 0 I6t' O.G. aA5GN) d a6� MANUFACTURER HELQ WERGCURSPEP, ENgM.W RAFTER & CEILING JOIST PERPENDICULAR PLANS REF: vIAPH-OI 50ALE: NTS HUY NGUYEN, F.E. REF: ROOF_050 SCALE- 1 1/2" = I'-O" HUY NGUYEN, P.E. REF: ROOF-02 SCALE: 1 1/2" = 1'-0" HUY NGUYEN, P.E. 12 ROOF DIAPHRAGM 8 ROOF SHEAR TRANSFER 4 RAFTER * FASCIA 14;� "o co .�!4 LU�N & 3133 Westhaven Dr. Anaheim, CA 92804 Off: (714) 262 - 3929 Fag: (714) 774 - 5080 REVISIONS DATE DESCRIPTION t ti a ♦far( M W :� .rl hr*•i W eq \��ty i�i V1 3\ D No. C62628 r- Exp. 06 3U O6 DATE 04/18/05 PROJECT 05-021 NUMBER DRAWN H.N. BY C ILECUD BY H.N. SCALE AS NOTED SHEET TITLE • STRUCTURAL DETAILS • ENERGY T-24 • • SHEET NUMBER SD-1 OF SHEETS