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HomeMy WebLinkAbout10149213.pdf1. CONTRACTOR SHALL, PRIOR TO COMMENCEMENT OF WORK, FIELD VERIFY ALL EXISTING PROJECT CONDITIONS, INCLUDING DIMENSIONS AND UTILITY LOCATIONS AND UTILITY SIZES. FIELD INFORMATION OF DISCREPANCIES SHALL BE TRANSMITTED TO ARCHITECT FOR PROJECT RECORD, COORDINATION, AND NECESSARY RESOLUTION PRIOR TO CONTINUING WITH WORK. CONTRACTOR SHALL VERIFY, AND 8E RESPONSIBLE FOR, ALL WORK AND MATERIALS — INCLUDING THOSE FURNISHED 8Y SUBCONTRACTORS WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES,- DO NOT SCALE DRAWINGS TO DETERMNE ANY LOCATIONS. THE ARCHITECT SHALL 8E NOTIFIED OF ANY DISCREPANCIES, PRIOR TO CONTINUING WITH WORK. 2. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF C8C 2001 .APPLICABLE BUILDING CODE, AS WELL AS ALL OTHER LOCAL GOVERNING CODES AND ORDINANCES J. ALL ELECTRICAL, MECHANICAL, AND PL UU81NG WORK SHALL CONFORM TO THE REOUIREMENTS OF ALL LEGALL Y CODES CMC, CEC, CPC HAVING JURISDICTION 4. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR SY THE OWNER AND SECURED 8Y THE GENERAL CONTRACTOR. ALL OTHER REOUIRED PERMITS SHALL BE SECURED AND PAID FOR SY THE CONTRACTOR OR SUBCONTRACTOR DIRECTLY RESPON5I8LE. ALL REQUIRED CITY AND COUNTY LICENSES SHALL 8E ACQUIRED AND PAID FOR 8Y THE INDIVIDUAL TRADES ALL CONTRACTORS SHALL HAVE VALID CERTIFICATES OF WORKMAN'5 COMPENSATION ON FILE WITH THE APPROPIATE AGENCIES 5. CONTRACTOR SHALL ASSIST OWNER IN OBTAINING FINAL APPROVAL OF CERTIFICATES OF OCCUPANCY. 6 CONTRACTOR SHALL PROVIDE BACKING FOR SUPPORT OF ALL WALL, CEILING, AND PARTITION MOUNTED ITEMS SUCH AS LIGHT FIXTURES, SHEZ VING, EOUIPMENT, AND BATH ACCESORIES COORDINATE LOCATIONS WITH OWNER 7. IT SHALL BE THE RESPON5181LITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WETHER SHOWN HEREIN OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR THE REPAIR OR REPLACEMENT OF UTILITIES AND ALL OTHER PROPERTY DAMAGED SY OPERATIONS IN CONJUNCTION WITH EXECUTION OF WORK 8, CONTRACTOR SHALL PROVIDE REQUIRED PROTECTION INCLUDING; BUT NOT LIMITED TO, SHORING, BRACING; AND ALL OTHER SUPPORTS (INCLUDING ENGINEERING OF SYSTEMS) NECESSARY TO MAINTAIN OVERALL STRUCTURAL INTEGRITY OF THE BUILDING: .ALL DEMOLITION AND CUTTING SHALL BE PERFORMED IN A MANNER AND 8Y METHODS WHICH ENSURE AGAINST DAMAGE TO EXISTING WORK, WHERE APPLICABLE 9. ALL GLASS AND GLAZING SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES AS WELL AS THE U.S. CONSUMER PRODUCT SAFETY COMMISION, SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (47 FR, IJ516 TITLE NO, 16, CHAPTER 11, PART 1201). 11. EXTERIOR OPENINGS SHALL COMPLY WITH ALL SECURITY REOUIREMENTS AS OUTLINED IN ALL LOCAL BUILDING CODES AND ORDINANCES. 0 Ed N ►r4 1 a O PROPFRTYLINE EXISTING GARAGE AREA J60 50. FT EXI5T-NO LIVING A9ZA50 FOOTAGE 1284 50. FT. PROP05Ep FII?5TFL00R AIJI0I710N AREA 50. FOOTAGE NEIy TOTAL LIVING AREA 50 FOOTAGE TOTAL AREA 50 FOOTAGE LOT SOUARE FOOTAGE LOT COVERAGE LOT COl/ERAGE INCLUDING ORIUEdYAY (740 50.1,cT) 536 50. FT. 1, 920 50. FT. 2, 180 50. FT. 7, 300 50. FT. 29 86 ,% 43.8.9 21" 8ULDING ZONE LOT 3 CONSTRUCTION TYPE 8LOCK 16 BUILDING V—NR GARAGE V—NR TRACT 3160 OCCUPANCY MAP 8K. 185 BUILDING R-3 GARAGE U-1 CITY SANTA ANA BUILDING CODE 1196' .97, 2000 UPC, 2000 010, COUNTY ORANGE NEC ,99, 2001 0 2001 OW NUMBER OF STORIES 2001 CPC, 2001 CEC. .STATE CALIFORNIA BUILDING ONE (E ONE (N '= 7 GARAGE ONE (E)_ URADONG Ox . G .GUIs PROPERTYLINE FL00,D ZON'_, a " . A YES N MICF30FILM YES N YES N I� DIEV FEE YES 10 \\ . _ . PROPOSED ADDITIONRCS I EMPR L STRUCTURAL WC7107N ACCEPTED FOR CONSTF \ \\ \ FOR SEPARATE R ��' � � A f z ELE� � ����$$ .;q 'is a�° R93C`AL, ? Ifi_m char-�"`. agg*�F"S {{qw q# § t of ays�i fb$ d a�,Ff ri.,,a.3 a nip ife S ✓ its iNt; 3 b I ` 1 1 the loti 4 ` clanges or City of Santa Ana. EXISTING The ac.cqz,,taj-gc- of , is pie,a§ . tl AI_L NET ,HOUSE" held to pen Ia rig, DPP vat Oi the violation Of any A t By at 13'-5" CITY SANT'A AINtA t7 m n \--PROPERTYLINE i FACF0FCURB 50ALE: 1"=101-014 808BYLN. ST. THIS PLAN AND ANY ACCOMPANYING DOCUMENT ARE THE WORK PRODUCT AND THE PROPERTY OF N.R. & ASSOC. (HERE IN AFTER CALLED "THE COMPANY") AND MAY NOT BE USED, COPIED, OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF THE COMPANY, THESE PLANS AND ANY ACCOMPANYING DOCUMENTS OR PROPOSALS SHALL BE PAID FOR AS A WORK PRODUCT FOR A PRICE AGREED UPON. DELIVERY OF THIS PLAN AND ANY ACCOMPANYING DOCUMENTS TO THE OWNER OR HIS CONTRACTOR IS CONDITIONED UPON THE ABOVE UNDERSTANDING AND ANY VIOLATION OF THIS CONDITION MAY BE ENJOINED ON/OR REDRESSED IN DAMAGES IN ANY COURT HAVING JURISDICTION OF THE SUBJECT MATTER. DIMENSIONS, MEASUREMENTS, AND LOCATION OF PRESENT OR PURPOSE PLUMBING, ELECTRICAL, AND OTHER FACILITIES ARE ALL REPRESENTED ON THE BASIS OF THE BEST INFORMATION AVAILABLE AND ARE SUBJECT TO VERIFICATION. PROPOSED OUTLETS AND FACILITIES MAY BE SUBJECT TO CHANGES IN PLANS, OR WORK TO BE DONE, BEYOND COMPANY CONTROL. THE COMPANY MAKES NO REPRESENTATION AS TO THE ADEQUACY OF SUCH OTHER FACILITIES OR THEIR COMPLIANCE WITH APPLICABLE CODES AND ORDINANCES. T-1 SITE PLAN A- 1 FLOOR PLAN A-2 ELEVATIONS S-1 FOUNDATIONP-LAN& SECTION A S-2 ROOF FRAMING PLAN& ROOF PLAN E- I ELECTRI f`* A CAL PLAN & ENERGYfo**ALCS D- I DETAILS D-2 DETAILS t 5 0 10 20 30 SCALE /N FEET SCALE' 9 WOW' IF REVISIONS DATE: BY zi FIRST ISSUE 03/09/05 PLAN CHECK 05/10/05 CORRECTIONS L DRAWN G. HOWARD CHECKED DATE 03-09-05 SCALE 1 /4" = 1 `—O" JOB NO. 2005-02-09 SHEET mr. 01 Is (2vT6e. A44'-5 "i �-I 14'-0" I 2'-5"' 51_511 10'-O" 56" LA,NDINc TO FRONT (N) bO/b8 5L. DRS. 2x, x 5TUD WALL (� (h1) 30l20 5L (N) 40/40 SL (N) 5QX20 5L TEMP. { s • •' AV 1'4g r • mom- TOKitchen P • - 6 s • /►A F u 4► �► u • 1I 01L J► Q L w O -- r (E) WATER HEATER (E) WASHER 4 DRYER S.D. olnina Room 8 L.2"I GLF o Av Two Gar Ga ra Ci e 6 =4" GL6, 1 m (E) 50/30 5H O (E) 28/40 5H I IT 1 m w a I r • - wp :!A If • �I 4 10'-O" 12'-I" 4' 3" 6'-1" 12°-1" 5"-5" 13'_3" I ! (E) 50) 40 5H I 9 I FLOOR PLAN NOTES I. ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED 2. WALL INSULATION SHALL BE R-15 5. ROOF INSULATION SHALL BE R-30 4. UNDER FLOOR INSULATION SHALL BE R-141 5. ALL RECEPTACLES IN KITCHEN,BATH AND GARAGE SHALL BE CFI. OUT SIDE RECEPTACLES SHALL BE WEATHER PROOF. 6. LAPM5 USED IN LUMINAIRES FOR GENERAL LIGHTING IN KITCHEN AND BATHROOM SHALL HAVE EFFICIENCY OF NOT LESS THAN 40 LUMENS PER WATT 1. ALL WINDOWS SHALL BE DUAL PANE 5. ALL BEDROOMS AND HALL AREAS THAT AGGE55 BEDROOMS SHALL HAVE SMOKE DETECTORS, HARD WiRE WITH BATTERY BACK UP. a. PROVIDE 50"X 22" ATTIC ACCESS 5WITCH 4 L16HT 4 RECP. IO.FAN5 SHALL HAVE 5 AIR CHANGES PER HOUR 11. CEMENT PLASTER OR EQUAL ON WALLS AROUND 5HOWER TO "70" ABOVE DRAIN INLET. ENCLOSURE TO BE 5HATTERPROOF. SWINGING DOOR TO 5WING OUT. MATERIALS OTHER THAN STRUCTURAL ELEMENT5 SHALL BE MOISTURE RESISTANT. 6LA55 ENCLOSURE DOOR5 AND PANELS MUST BE LABELED CATEGORY 11. SWING DOOR OUTWARD. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LE55 THAN 1024 50.1N. OF FLOOR AREA, AND ENCOMPAS 50 INCH DIAMETER CiRCLE. (50l.1.5,2406,2407, AND PC412.0). 12.61-AZiN6 iN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY GLAZING MATERIAL IN ACORDANCE WITH SECTION 2406.4 ( SEE EXCEPTIONS): a). WHERE THE BOTTOM EXPOSED EDGE OF THE WINDOW GLAZING 15 LE55 THAN 60 INCHES ABOVE A STANDING SURFACE AND DRAIN INLET OF TUBS AND SHOWERS. CAD POWDER ROOM OFF OF KITCHEN. 15.PROVIDE WATER CLOSET WITH H16H EFFICENCY OF 1.6 GAL PER FLUSH MAX. 14.IN EVERY BEDROOM AND BASEMENT, PROVIDE ONE OPENABLE ESCAPE WINDOW MEETING ALL OF THE FOLLOWING. AN OPENABLE AREA OF NOT LE55 THAN 5.7 50.FT., A MINIMUM CLEAR 24" INCH HEIGHT AND 20 INCH WIDTH, AND A SILL HEIGHT NOT OVER 44 INCHES ABOVE FLOOR.(310.4). MATERIALS 8. RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 FEET, MEASURED HORIZONTALLY, 1. ALUMINUM WIRE SHALL NOT BE USED IN ELECTRICAL WIRING WITHIN THE FROM AN OUTLET iN THAT SPACE. DWELLING UNIT 9. N KITCHEN AND DINING AREAS, A RECEPTACLE OUTLET SHALL BE INSTALLED WORKMANSHIP AT EACH COUNTER SPACE WIDER THAN 12 INCHES AND SO THAT NO POINT 1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL CODES, RULES AND ALONG THAT WALL LINE IS MORE THAN 24 INCHES FROM A RECEPTACLE IN THAT REGULATIONS OF GOVERNING AGENCIES AND SHALL COMPLY WITH THE SPACE. REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. 10. A RECEPTACLE OUTLET SHALL BE INSTALLED IN ANY USABLE WALL SPACE 2 INSTALLATION FEET OR MORE IN WIDTH, 1. ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO WEATHER SHALL BE 11. PROVIDE TWO METHODS OF ELECTRICAL GROUNDING: A. CLAMP AT HOSE BIB. 2. 'WEATHER PROOF'. RECEPTACLES iN KITCHEN AND BATHROOM SHAD. BE INSTALLED ABOVE WORK B. ONE ADDMONAL 4 BAR-20' LONG IN FOOTING AT ELECTRICAL METER LOCATION FOR OPP GROUND. TOP UNLESS OTHERWISE NOTED ON PLANS. 12. BATHROOM CIRCUIRNG SHALL BE EITHER: 3. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12' (APPROX.) ABOVE A) A 20 AMPERE CIRCUIT DEDICATED TO EACH BATHROOM. FLOOR. B AT LEAST ONE 20 AMPERE CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLES 4. WALL SWITCHES ARE TO BE MOUNTED AT 42' ABOVE THE FLOOR, UNLESS OUTLETS. NOTED OTHERWISE BY THE DESIGNER. 13. BEDROOM BRANCH CIRCUITS WiLL BE ARC FAULT CIRCUIT PROTECTED. 5. SMALL APPLIANCE CIRCUITS AT THE KITCHEN, DIMING ROOM A D NOTE: BREAKFAST 6. PROVIDE A SEPARATE 20 AMPERE LAUNDRY CIRCUIT. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE 7. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER�GF& PROTECTION AND ALL 15- AND 20-AMPERE RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BATHROOMS, POWDER ROOMS, OUTDOOR RECE AC S, GARAGES AND KITCHEN BEDROOMS SHALL BE PROTECTED BY AN ARC FAULT CIRCUIT -INTERRUPTER. COUNTERTOPS LOCATE 5MOKE DETEGTOR5 TO ALL BEDROOMS AND HALL5 THAT ACCE-55 BEDROOM5. NOTE. ROOM ADDITION MUST BE ARCHITECTURALLY COMPATIBLE WITH EXISTING RESIDENCE, NOTE: ALL NEW GLAZING WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED SHOWING THE U VALVE. NOTE: SECURUREQUEMENTS SLIDING GLASS DOORS AND WINDOWS 1. SLIDING GLASS DOORS OPENING ONTO PATIOS OR BALCONIES WHICH ARE LESS THAN ONE STORY ABOVE GRADE OR ARE OTHERWISE ACCESSIBLE FROM THE OUTSIDE SHALL BE SECURED AS FOLLOWS: A. ALL SUDiNG GLASS DOORS SHALL HAVE A HOOK -BOLT DEADLOCK WHICH IS NO LESS DO 1/8 INCH IN THICKNESS, AND WHICH HAS A MINIMUM THROW OF 1/2 INCH. B. THE HOOKBOLT DEADLOCK AND THE STRIKE SHAD. BE MADE FROM HARDENED STEEL 2. ALL SLIDING WINDOWS SHALL HAVE SAFETY LOCKS, 3. WINDOWS AND DOOR LIGHTS SHALL BE OF TEMPERED GLASS AS REQUIRED BY U.B.C., STATE AND LOCAL CODES (SEE DIVISION 8). 4. GLAZING IN EXTERIOR DOORS OR WITHIN 40' OF THE LATCH MUST BE TEMPERED OR BURGLARY RESISTANT. 5. ALL SKYLIGHTS SHALL. BE PROVIDED WITH RATED BURGLARY RESISTANT GLAZING. 6. LOUVERED WINDOWS MAY NOT BE USED WITHIN 12' VERTICALLY OR 6' HORIZONTALLY FROM ANY WALKABLE SURFACE. EXTERIOR DOORS 1. EXTERIOR DOORS AND DOORS LEADING FROM GARAGE AREAS INTO PRIVATE RESIDENCES AND MULTIPLE DWELLING RESIDENCES SHALL BE OF SOLD CORE CONSTRUCTION AND SHALL BE NO LESS THAN 1 3/8 INCH* IN THICKNESS. 2. EXTERIOR DOORS AND DOORS LEADING FROM GARAGE AREAS INTO PRIVATE OR MULTIPLE DWELLING RESIDENCE(S) SHALL HAVE A DEADLOCKING LATCH DEVICE WITH A MiNIMUM THROW OF ONE-HALF INCH AND A DEADBOLT LOCK MIiH A CYLINDER GUARD, HARDENED STEEL INSERT WiTH A MINIMUM THROW OF ONE INCH. BOTH LOCKING MECHANISMS SHALL BE INTERCONNECTED SO THAT BOTH MAY BE DISENGAGED BY TURNING THE DOORKNOB FROM THE INSIDE, 3. FRONT EXTERIOR DOORS TO BE EQUIPED WITH 180 DOOR VLWERS OR CLEAR VISION PANELS. 4. EXTERIOR DOORS SWINGING OUT SHALL HAVE NON -REMOVABLE HiNGES. 5. N-SWINGING EXTERIOR DOOR STOPS SHALL BE OF ONE PIECE CONSTRUCTION. 6. JAMBS FOR ALL DOORS SHAD. BE SO CONSTRUCTED OR PROTECTED SO AS TO PREVENT VIOLATION OF THE FUNCTION OF THE STRIKE PLATE FROM THE OUTSIDE. STRIKE PLATES MUST BE 3 1/2' LONG, SECURED TO THE JAMB WITH SCREWS 2 1/2" IN LENGTH. 7. THE INACTIVE LEAF OF A PAIR OF DOORS OR UPPER LEAF OF A DUTCH DOOR SHALL HAVE A DEADBOLT, NOT KEY OPERATED, OR HARDENED DEADBOLT TOP AND BOTTOM WITH F EMBEDMENT, 8, PROJECTING CYLINDERS REQUIRE GUARD. 9. EQUIP FRONT AND REAR DOOR WITH DEADBOLTS AND DEADLOCKING LATCHES. 10, DEADBOLTS SHALL CONTAIN HARDENED INSERTS OR EQUIVALENT. 11, OVERHEAD AND SECTIONAL GARAGE DOORS SHALL BE SECURED WITH A CYLINDER LOCK, PAD WITH A HARDENED STEEL SHACKLE, METAL SLIDE BAR BOLT OR EQUIVALENT WHEN NOT OTHERWISE LOCKED BY ELECTRICAL POWER OPERATION. 12. REQUIRED EXTERIOR LIGHT FIXTURES MUST BE VANDAL RESISTANT TYPE. 13. WOODEN GARAGE DOORS MUST HAVE PANELS 5/16' IN THICKNESS. 14. GARAGE DOORS MORE THAN i6' IN MOTH MUST HAVE 2-LOCKING POWs. 15. SLIDE BOLT ASSEMBLIES MUST BE ATTACHED TO HTE DOOR FRAME WITH NON -REMOVABLE BOLTS. THE SLIDE BOLT MUST BE 3/8' IN DIAMETER. BUILDING ACCESSIBILITY 1. BUILDINGS OR PORTIONS OF BUILDINGS WHICH ARE REQUIRED TO BE ACCESSIBLE TO THE PHYSICALLY DISABLED SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, APPLICABLE EDITION AND/OR STATE AND LOCAL CODES OR OTHER AUTHORITY HAVING JURISDICTION. IF APPLICABLE, REFER TO THE ARCHITECTURAL DRAWINGS FOR ADDITIONAL. INFORMATION. "APPROVAL AL OF ANY TYPE OF � BUILDING GTHAT MAY BE SHOWN 1REt UIRED. SEPARATE APPROVALS FOR ANY ALARM SYSTEMS MUST BE OBTAINED. MAX. FLUSH VOLUMES AND FLOW RATE-5 MTER GLOSEIS: ib 6AI.1 M PER RIW BLOWOUT TYPE EXEMPT) URINALS: IA 6ALLONS PER PLUSH 5H tM HEADS 25 6AI.LM PER MlWrE FAUCETS: 2.2 6ALLtZhiS PER MINUTE (51NK5 AND LAV5) NOTE 2. O 5. AEG PIPE FOR VIRAINA6E, K46TE ANP VENT PIFIN6 OF r :; O EUILDIN6 r 5. PROADE 2 50. IN, MR 1000 HNIMM FIREE AREA OF REM AIR MTS OR PE OF THE PRE5M BALANCE OR 111ROSTATI(, HANS VALVE TYFE, WALL FIXTURE--3+ GONVENIENGE T OUTLET m 0 ° SWITCH ---� GONVENIENGE Q ty s--� TV OR PHONE < H Q � < CABINET DRAWN G. HOWARD CHECKED DATE 03-09-05 SCALE 1 /4" = 1'-O" JOB NO. 2005-02-09 SHEET A-r� ■ EXISTING COMP. ROOFING 1=mm�mmm ROOM - MEMO '=1�111 151115m SCALE: 1/4" = 1'-0" 50 YEARS COMP. ROOFING Y41 #15 FELT CLASS A 0/ 1/2" CDX. PL'*(YC. SHEATHING TO MATCH EX15TIN67 SCALE: 1/4" = 1'-0" 1 FASCIA 'STUCCO STUCCO WEEP SCREED FINISH FLOOR z I FIN15H GRADE� FASCIA T TOP LATF5 MR -op p T //r FINISH FLOOR 12 41 (2)-14"x24" GABLE VENT 50 "(EARS COMP. ROOFING YV #15 FELT CLASS A 0/ 1/2" CVX. PLYP'O. SHEATHING TO MATCH EX15TIN& EXISTING COMP. ROOF 12 41 EXIST. ROOF LINE 12 14 - R/GHTTION SCALE: 1/4" = 1'-0" (2)-14"x24" 6A5Lr- VENTS Z. 7 5117E Z-A �'ON SCALE: 1/4" = P-O" EXISTING COMP. ROOFING A501A STUCCO TO MACH EXISTING FIN15H FLOOR ;e FIN15H GRADE PROPOSED ADDITION FIRST ISSUE MAINLINE EElIlEm EElIlEm EElmm NEIIIEM ME 0 DRAWN G. HOWARD CHECKED DATE 03-09-05 SCALE 1/4" = V-O" JOB NO. 2005-02-09 SHEET Am 2'- HEAVY FRAMING OPTION #1 44'-8" 56" LANDING TO FRONT ( d a ST �—I �.._7'-d II NEW ° 2" FTC. 5 1/2" THICt< CONC..:5LAID 0 � TYP. WI 6"xb" _ W 1.4xW1.4 EWl^ (o MIL V1501JEEN OVER 2" T ST tLtL Iw,"I E #4 iBAR EMBED INTjEXl5TIbl6 24" LONG. F-2 5-( (SEE DETAIL IN) rye R-H rye �- 1 E l 0 Z o E ISTI NGf _ / 3 I " THICK GO/N'G. uji�/ �/ x /5XisriN� FoIN27A rioN FOUNL;�I-A 7/'ON SCALE: 1/4" = 1'-0 " FOUNDATION NOTE-5 1, CONCRETE SHALL ATTAIN 2500 P51 IN 28 DAYS TYPE II OR V CEMENT. 2. ANCHOR BOLTS SHALL BE 5/8" VIA. X 10" MIN. W/ 2"X2"X3/f6" WAAHER EMBED. MIN. -7%2 AT 45" O.C. U.N.Q. AND 12" FROM ALL SPLICES AND CORNERS UNLESS NOTED OTHERWISE. 5. CONCRETE SLAB TO BE 5 1/2" THICK UNLE55 NOTED OTHERWISE, OVER SAND 4 VI50UEEN. 4. BOTTOM PLATES SHALL BE PRE55URE TREATED D.F. 5. ALL HOLD DOWN HARDWARE SHALL BE IN PLACE PRIOR TD INSPECTION 6. FOR. ANCHOR BOLT SPACING AT SHEAR WALL5 SEE SHEAR WALL 50HED. 1. SLAB SHALL HAVE EXPANSION JOINTS 6. REBAR INTO FOUNDATION SHALL BE SECURED Wi EPDXY OR NON-5HRINK GROUT. Q. ALL HOLD DOWNS SHALL HAVE 4X4 P05TS 10. 5 1/2" GONG. STOOP AT EACH EXTERIOR DOOR UNLE55 NOTED OTHERWISE UNDERFLOOR VENTILATION OPENING5 SHALL HAVE 1/4 INCH CORROSION RE515TANT METAL MESH COVERING. 11, PROVIDE 56" LANDING AT EXTERIOR DOORS. 12. HOLDDOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TD FOUNDATION INSPECTION, 3 1/2- 9 X15 T/1IC,fi; �N� #4 REBAR EMBED e -- 1EXISTING 24" LONG. to O.C. FOXY IJ ilk tfN 0 p W 4 X 4 P05T EX 15T1 NG FOOT NG — LINE OF EXl5T1NG SLAB fYc�T�2 5f4' SC'L 75 1�Y,/.5,r7-1-'/G�f .STR rN4 71- �Z �v" 2X, L/,5� x 13 ".511t0=2.567A/,4. BOL T .��,V� .15/Z,CT,(, /� 0#.'T.�/fZ:N7 45�Th'Z7'G?X,) / %/t Y, Z/ %�lF� '— /-6// HD2A/HD5A SEE NOTE 5EE FRAMING PLAN FOR 50TT PLATE 51 ZE .a W g 3 A T. a. 4LL a Wa, 'tc04TfG' °. rt� AW—AWS50-49WAKA 'I IF DESCRIPTION 2x12 RIDGE BD. V" 2xIO R.R. ® 16" O.C. --7 2xIO PURLIN 2x STUDS 3x END STUD (TYP) {U,N,O. ON 3x STUDS AT PLANS) PLYWOOD JOINTS SHEAR PER PLANS 3x PTMS a a a 4 d. d a Q 4 d d a $ d d 5/8"0 ANCHOR BOLTS PER PLANS OPTION #2 (RETRO—FIT APPLICATION) 2x STUDS *2-2x END (TYP) 2-2x STUDS AT STUD (U.N.O. PLYWOOD JOINTS ON PLANS) (STAGGER NAILING BETWEEN 2 STUDS) 2-2x PTMS —��� SHEAR WALL PER PLANS *3-2X END 4 d ad d a STUDS WHERE 14 b A A4xSTUD IS REQ'D, 4-2x END STUDS 5/8"0 ANCHOR WHERE A 6x STUD IS REQ'D. BOLTS PER PLANS FRAMING NOTES I. ALL LUMBER TO BE D.F. #2 OR BETTER 2. ALL BEAMS TO BE V.F. #1 OR BETTER 3. WHERE TRUSSES ARE USED, TRUSSES SHALL NOT BEAR ON INTERIOR WALL UNLESS INDICATED OTHERWISE. 4. ALL HARDWARE SHALL BE OF APPROVED TYPE, 5. ROOF SHEATHING SHALL BE 1/2" GDX PLY OR 055 W/ 8d NAILS AT 6/12. '7. FACIA SHALL BE D.F. OR SPRUCE UNLESS NOTED OTHERWISE 8, EAVES SHALL HAVE SHIP LAP UNLE55 NOTED OTHERWISE 41. ALL ROOF OPENING SHALL HAVE FLASHING 10. ALL EXTERIOR WALLS SHALL BE 2X4 STUDS AT 16" O.G. UNLE55 NOTED OTHERWISE. ALL PLUMBING WALL5 SHALL BE 2X6 STUDS AT 16" O.G. ANY WALL ABOVE 10' 5HALL BE 2X6 5TUD5 AT 16" O.G. ALL INTERIOR WALL5 SHALL BE 2X4 5TUD5 AT 16" Q.C. I I , ALL EXPOSED PLYWOOD SHALL BE CCX. 12. FLOOR 5HEATHING SHALL BE 5/4" T 4 G PLY GLUED AND NAILED IOD 6112. MIN. 15. DBL .JOIST UNDER ALL WALL5 OR BLDGK. 14. TW0 LAYERS OF GRADE D PAPER SHALL BE APPLIED OVER ALL WOOD BASE SHEATHING. 15. FOR EACH ENCL05ED (IF ANY) ATTIC SPACE WITH A MAXIMUM VERTICAL HEIGHT GREATER THEN 50 INCHES, PROVIDE A MINIMUM OF 22x50 INCHES ATTIC, ACCESS, 50 YEARS V COMP. ROOFING W/ #15 FELT CLASS A 0/ 1/2" GDX. PLYWD. 5HEATHING TO MATCH EX15TIN6 TO MATCH EXISTING .� I2 �.. I 4 2xID R.R. 16" O.C. EXIST. C.J. TO REMAIN '� ~`� 2x BLDGKING x8 G.J. C 16" O.G. ` w z _ o m ft TOP PLATE5 • f4 BARS 0 TOP do BOTT. ~~` 2x FASCIA }` DBL. TOP PLATESS STUD WEATHER -RESISTIVE BARRIER REQUIRED TO 150 TNO STORY R-501N5ULATION STUCCO 3 I/2" . - LAP THE WEEP SCREED ATTACHMENT FLANGE 1" 12' ONE STORY G D_2 I/2" DRYWALL I/2" DRYWALL ATTACHMHMENT FLANGE ' • 4 I -2 RESAR DETAIL. 2x BLOCKING (MID HEIGHT) WOOD TREATED LATH AND PLASTER iQ C.?_ I rX I l," ' I NC-7 © , 2x BLDGK{NC, 1 CONC. 4" CLEAR TO $RAVE 2" CLEAR PAYEV �SURFACE EARTH 1 #4 REBAR EMBED 6- 3 1/2- CONC. SLAB 24"' INTO EXISTING 24' LONG. 24' O.C. 6" ( 18" W/ EPDXY EXIST. NEW F—s_ GONNEGTION DETAIL 5—I j FIN15H GRADE -i 1! III 1 ICI i 1=I i' �,�S10tV _I� _ _(I ( i I! #4 REBAR ='FEZ-,� , TOP 4 BOT, p� '- rr REVISIONS DATE ' By 0� FIRST ISSUE 03/09/05 APLAN CHECK 05/10/05 rnQRrrTinmgz DRAWN G. HOWARD CHECKED DATE 03-09-05 SCALE 1/4" = 1'-O" JOB NO. 2005-02-09 SHEET ism 01 ROOF DECK - TYP. 1/2" CDX OR 055 IA/ - MIN, SPAN RATING 24116 A/ ad @ 6,6,12 O.C. UNBLOCKED. CALIFORNIA FRAME Zia riu SCALE: 1/4" = 1'-0" SCHEDULE TYPE NO. NAILS OR BOLTS EA. 51 DE OF JOINT PLATE 51ZE VALUE A 8-16d NAILS 2-2x 6qO B 12-16d NAILS 2-2x 1040 G 16-16d NAILS 2-2x 1550 D 2-5/4"(0 BOLTS 2-2x 1440 E 5-3/4"(P BOLTS 2-2x 2160 F 4-3/4"47 BOLTS 2-2x 2880 G 5-5/4" 0 BOLTS 2-2x 5600 4'-0" MIN. 4'-0" MIN. JOINT ,JOINT t JOINT PLATE SIZE 4 NUMBEIR OF NAILS SEE SCREW. 1 1/2" S" 6" 6" S. 20d *015X6 TES) Mt . MI . 16d 06" MIN. FRAMING NOTE5 1. ALL LUMBER TO BE D.F. #2 OR BETTER 2. ALL BEAMS TO BE D.F. #1 OR BETTER B. WHERE TRUSSES ARE USED, TRUSSES SHALL NOT BEAR ON INTERIOR HALL UNLESS INDICATED OTHERAI5E. 4. ALL HARDWARE SHALL BE OF APPROVED TYPE. 5. ROOF 5HEATHIN6 SHALL BE 1/2" CDX PLY OR 055 A/ 5d NAILS AT 6/12. "1. FACIA SHALL BE D.F. OR SPRUCE UNLE55 NOTED OTHERAI5E 8. EAVES SHALL HAVE SHIP LAP UNLE55 NOTED OTHERAI5E 10. ALL EXTERIOR AALL5 SHALL BE 2X4 STUDS AT 16" O.G. UNLESS NOTED OTHERWISE. ALL PLUMBIN6 HALLS SHALL BE 2X6 STUDS AT 16" O.G. ANY HALL ABOVE 10' 5HALL BE 2X6 STUDS AT 16" O.G. ALL INTERIOR AALL5 SHALL BE 2X4 5TUD5 AT IV' O.G. P 11. -ALL 12. FLOOR 5HEATHIN6 SHALL BE 5/4" T 4 6 PLY GLUED AND NAILED IOD 6/12. MIN. IB. DBL J015T UNDER ALL AALL5 OR BLOCK. 14. TAO LAYER5 OF GRADE D PAPER SHALL BE APPLIED OVER ALL AOOD 5A5E 5HEATHING. 15. FOR EACH ENCL05FO (IF ANY) ATTIC SPACE AITH A MAXIMUM VERTICAL HEIGHT GREATER THEN 50 INCHES, PROVIDE A MINIMUM OF 22x30 INCHES ATTIC ACCESS. ATTIC VENTILATION 556 0 - 150 = 5.57 A-14"x24" GABLE VENTS = 1.56 q.56 @ 60% GLR AIR SPACE= 5.616 5.62 } 3.57 = OK. USE (4)-14"-24" GABLE VENTS U5E I ADDITIONAL 24" DORMER VENT FOR GR055 VENTILATION NOTE: - THE OPENIN65 FOR ALL VENTS SHALL BE COVERED ►KITH CORROSION RESISTANT METAL MESH WITH 1/4" IN OPENING DIMENSION. LINE OF ROOF DECK 1/2" CDX OR MIN. 5PAN RA A/ 8d @ 6,6,1; UNBLOCKED. CALIFORNIA F �rW. A �_W-A a� .. SHEAR WALL SCHEDULE MARK WALL TYPE & NAIL SPACING (COMMON OR GALV. BOX) ALLOWABLE ANCHOR ANCHOR BOLTS UPPER FLOOR A35 SPACING (7" MIN. EMBED. INTO CONCRETE) SILL MAILINGS 7/8" STUCCO OVER BACKED LATH W/ 11GA. 180 5/8" @ 72" 16d @ 8" 30" X 1.5 GALV. NAIL @ 6" Q.C. AT TOP AND BOTTOM $ PLATES, EDGE OF WALL AND FIELD. SEE NOTE #3 BELOW 15/32" STRUCT. I PLYWOOD W/ 8d COMMON NAILS 320 5/8" @ 32" 16d @ 6" 12" Ag @ 4" O.C. @ EDGES AND @ 12" O.C. IN FIELD. SEE NOTE #5 BELOW 15/32" STRUCT. I PLYWOOD W/ 8d COMMON! NAILS @ 410 5/8" @ 28" 16d @ 4" 10" 3" O.C. @ EDGES AND 12" O.C. IN FIELD. (* 16d @ 2") 10 USE 3" WIDE FRAMING MEMBER AT ADJOINING PANEL EDGES AND SINGLE 3" SILL PLATE. 15/32" STRUCT. i PLYWOOD W/ 8d COMMON NAILS@2" 550 5/8" @ 22" 16d @ 3.5" 8" O.C. @ EDGES AND @ 12" O.C. IN FIELD. (* 2-16d @ 3.5") t1 USE 3" WIDE FRAMING MEMBER AT ADJOINING PANEL EDGES AND SINGLE 3" SILL PLATE. 15/32" STRUCT, I PLYWOOD W/ 10d COMMON NAILS 650 5/8" @ 18" 16d @ 2.5" 8" A@ 2" O.C. @ EDGES AND @ 12" O.C. IN FIELD. (* 2-16d @ 2.5") 12 USE 3" WIDE FRAMING MEMBER AT ADJOINING PANEL EDGES AND SINGLE 3" SILL PLATE. 4 3/8" CDX PLYWOOD W/ 8d NAILS @ 2" O.C. @ EDGES AND @ 12" O.C. IN FIELD. 640 {* 1280) 5/8" @ 22" (* 5/8" @ 13") <--DBL. SIDED 16d @ 2.5" (* 2-16d @ 2.5") 8" BOTH SIDES 13 USE 3" WIDE FRAMING MEMBER AT ADJOINING PANEL EDGES AND SINGLE 3" SILL PLATE. 4 15/32" STRUCT. I PLYWOOD W/ 8d COMMON NAILS @ 2" O.C. @ O.C. @ EDGES AND @ 12" O.C. FIELD. 730 (* 1460) 5/8" @ 18" (* 5/8" @ 12") <--DBL. SIDED 16d @ 2" {* 2-16d @ 2") 6" BOTH SIDES 14 USE 3" WIDE FRAMING MEMBER AT ADJOINING PANEL EDGES AND SINGLE 3" SILL PLATE. 4 15/32" STRUCT. I PLYWOOD W/ 10d COMMON NAILS @ 2" O.C. @ EDGES AND @ 12" O.C. IN FIELD. 870 (* 1740) 5/8" @ 16" (* 3/4" @ 12") <--DBL. SIDED* * 2-16d @ 3.5") 2-16d @ 2") 6" BOTH SIDES 15 USE 3" WIDE FRAMING MEMBER AT ADJOINING PANEL EDGES AND SINGLE 3" SILL PLATE. NOTES: 1. (* --- ) IN THE TABLE DESIGNATES THAT SHEAR WALL SHEATHING IS TO BE APPLIED ON BOTH FACES OF THE WALL. 2. ALL PLYWOOD EDGES MUST BE BLOCKED W 2X SOLID BLOCKING. FIELD NAILING SHALL BE 12" O.C. FOR STUDS SPACED AT 16" O.C. AND 6" O.C. OTHERWISE. 3. PAPER BACKED SELF -FURRING EXPANDED METAL LATH WITH ICBO APPROVAL. 4. WHERE ALLOWABLE SHEAR VALUES EXCEED 350 PLF, FOUNDATION SILL PLATE AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN 3-INCH NOMINAL MEMBER. NAILS SHALL BE STAGGERED. 5. WHERE PLYWOOD IS APPLIED TO BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3-INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 6. ALL CONTINUOUS EXTERIOR FOOTING SHALL HAVE 5/8" X 10" A.B. @ 6' O.C. FOR MONOLITHIC POUR CONCRETE SYSTEM AND 5/8" X 15" A.B. FOR NON -MONOLITHIC POUR CONCRETE SYSTEM UNLESS AT SHEAR WALL -PANEL WHERE ANCHOR BOLTS SHALL BE INSTALLED PER SHEAR WALL SCHEDULE. 7. ALL INTERIOR BEARING AND NON -BEARING FOOTING'S SHALL HAVE 7/32" SHOT PINS @ 32" O.C. & 48" ' O.C. RESPECTIVELY. 8. ALL ANCHOR BOLTS SHALL HAVE PLATE WASHERS A MINIMUM OF 2" X 2" X 3/16" THICK. i EXIST. NE OF BLDG. L - FLANS AI LL BE SUBMITTED TO BU I LD I NCa DEFT. FOR PLAN CHECK 4 APPROVAL. 0 DRAWN G. HOWARD CHECKED DATE 03-09-05 SCALE 1/4" = V-0" JOB NO. 2005-02-09 SHEET s /� "',i. GRAL. ELECTRICAL NOTES MATERIALS 1. ALUMINUM WIRE SHALL NOT BE USED IN ELECTRICAL WIRING WITHIN THE DWELLING UNIT WORKMANSHIP 1, ALL WORK SHALL BE IN ACCORDANCE WITH ALL CODES, RULES AND REGULATIONS OF GOVERNING AGENCIES AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES, INSTALLATION 1. ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO WEATHER SHALL BE "WEATHER PROOF*. 2. RECEPTACLES IN KITCHEN AND BATHROOM SHALL BE INSTALLED ABOVE WORK TOP UNLESS OTHERWISE NOTED ON PLANS. 3. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" (APPROX.) ABOVE FLOOR, 4, WALL SWITCHES ARE TO BE MOUNTED AT 42' ABOVE THE FLOOR, UNLESS NOTED OTHERWISE BY THE DESIGNER. 5. PROVIDE TWO 20 AMPERE SMALL APPLIANCE CIRCUITS AT THE KITCHEN, DINING ROOM AND BREAKFAST AREAS. 6. PROVIDE A SEPARATE 20 AMPERE LAUNDRY CIRCUIT. 7, PROVIDE GROUND FAULT CIRCUIT INTERRUPTERGFIPROTECTION AND All I BATHROOMS, POWDER ROOMS, OUTDOOR RECEPTACLES, , GARAGES AND KITCHEN COUNTERTOPS 8. RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 FEET, MEASURED HORIZONTALLY, FROM AN OUTLET IN THAT SPACE. 9. N KITCHEN AND DINING AREAS, A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH COUNTER SPACE WIDER THAN 12 INCHES AND SO THAT NO POINT ALONG THAT WALL LINE IS MORE THAN 24 INCHES FROM A RECEPTACLE IN THAT SPACE. 10. A RECEPTACLE OUTLET SHALL BE INSTALLED IN ANY USABLE WALL SPACE 2 FEET OR MORE IN WIDTH. 11. PROVIDE TWO METHODS OF ELECTRICAL GROUNDING: A. CLAMP AT HOSE BIB. B. ONE ADDITIONALA4 BAR-20' LONG IN FOOTING AT ELECTRICAL METER LOCATION FOR UPP GROUND. 12. BATHROOM CIRCUMNG SHALL BE EITHER: A A 20 AMPERE CIRCUIT DEDICATED TO EACH BATHROOM. AT LEAST ONE 20 AMPERE CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLES OUTLETS. 11 BEDROOM BRANCH CIRCUITS WILL BE ARC FAULT CIRCUIT PROTECTED. RE51DENTIAL UTILITY NOTE5 I. &11 outlets in habitable rooms shall be spaced so that No point along the floor line In ol� wall space is more Than V-0, from on outlet. 2. Provide WIC, protected outlets at the following locations: bathrooms; garages except those that ore not readily accessb1a; outdoors; crawl spaces located at or below gracle, level; unf finished basements; all kitchen couritertops, and vilthin V-0" of riot bar soils. 3. Bathroom outlets shall be served N a separate 20 anip C.Ircult. 4. Provide water-resistant mllboord Owe used as a bow for the or wall pofols for tub or shower enclosures or water closet c"of-hent mils. It mati not be used on ceilings Owe Willing members exceed 12" ol- 5. Mother protect outdoor outlets. 6. 6werall lighting in the kitchen and bathrooms to be. fluorescent (0 lumens per watt, state title 24) 1. Provide 44" min. landing at doors measured in direction of travel, length of laid , at doors In group R-3 and u occupancies aid vlirkh Individual units of group R-10 occupancies need not to exceed 3b". 6. Provide 20' min. 1/2' rebor or 4 bare copper conductor in concrete foot[ below the vapor barrier cpprox. 3' above footlnqUW to serve as a groundinq electrode. (314'or larger rigid metallic condulf may be used in lieu of copper conductor). 56" LANDING TO FRONT AFC, I AFC, I IN"' Efedrccm4 AFC, I AFC, S.D. 114Fol LAF01 Certificate of Compliance: Residential (Part 1 of 2) CF-1 R RUIZ ADDITION 4/1512005 Project Title Date 2226 W BOBBY LANE SANTA ANA Project Address Building Permit # Al Aguirre & Associates (909) 684-4222 Plan Check / Date Documentation Author Telephone Computer Performance 8 Field Check / Date Compliance Method (package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 536 f? Average Ceiling Height.-8.0 ft Total Conditioned Slab Area: 536 f? Building Type: (check one or more) Single Family Detached ❑ Addition ❑ Single Family Attached El Existing Building ❑ Multi -Family El Existing Plus Addition Front Orientation: (North) 0 deg Floor Construction Type: y Slab Floor Number of Dwelling Units: 1.00 Number of Stories: E] Raised Floor t$UILVINU btit:LL IN51.11LA I ION Const. Component Frame Assembly Location/Comments Type Type U-Value (attic, garage, typical, etc.) Slab On Grade n/a 0.756 Covered Slab w/R-0.0 Perimeter Insulation R-30 Roof (R.30.2xl 2,16) Wood 0.034 Exterior Roof R-13Wall (W.13.2x4.16) Wood 0.088 Exterior Wall FENESTRATION Shading Devices Type Orientation Area Fenestration Exterior Overhang Side Fins (SF) Q-Factor SHGC Shading Yes / No Yes / No Left (East} _200 9.60 0.65 Woven Sunscreen 11 FX] ❑ N1 Rear --- (South}� �Lj.o 0.60 0.65 Sua Screen nx n 0 El 0 n n 1:1 171 n El El 0 1:1 11 0 0 n El n El n El El El 0 00 0 F] 1:1 0 El El Run Initiation Time: 04116/05 12:30:63 R An Code: 1113§93453 EneravPro 3.1 Bv Enemvsoft User Number. 3162 Job Number. RUIZ Paq.:3 of 11 0 42V Livinci Room \/APOP, PROOF SUITABLE FOR WET LOCATIONS A"O' EX. DUCTS 1) AV -4 14 W/6'r-I TYPa 9 0 AF01 AFC,I KIVI) ry AFC t ,6XIfr E4&eTRICAL rO REMAIN 4PKRAVE 07LE725 roAoizz; ,%d r cxallr 5sdrcom2 Den (N) 60165 OPENINO M�wj R 111tarill FA FA FA SCALE: 1/4" = 1'-0" AFOI 9 - av, W, W P.rA 0 EN/5r, 54CCrRICAL rO S.D. REMAIN tPKRA.t7EOTLErg gc F14a r cIRcur R4PrER 3/X 77 171 2 x IIE) TIC 5.0 / VAPOR PROOF 5UITABLE FOR WET LOCATIONS ELECTRICAL NOTE5 1. ALL WORK SHALL COMPLY BY THE CURRENT N.F.C. 2. MAIN SHALL BE EX15TIN6 PANEL 5. INSTALL UFER BAR 4. ALL VqIRINC7 SHALL BE ROMEX TYPE 5. ALL RECEPTACLES IN KITCHEN, BATH, AND GARAGE SHALL BE CFI. OUT51DE RECEPTACLES SHALL BE HEATHER PROOF & LAMPS USED IN LUMINARIES FOR GENERAL LIGHTING IN KITCHEN AND BATHROOM SHALL HAVE EFFICIENCY OF NOT LES5 THAN 40 LUMENS PER VqATT. 1. ATTIC, I=AU SHALL HAVE LIGHT AND 5VqITCH (IF LOCATION 15 CHANGED) 5. ALL BEDROOMS AND HALL AREAS THAT ACCESS BEDROOMS SHALL HAVE SMOKE ALARMS, HARD WIRE VV BATTERY BACK UP a. PROVIDE 50"x22" ATTIC AC,01755 10. FAN5 SHALL 5 AIR OHANI57E5 PER HOUR II. ALL CEILING 17-AN5 SHALL BE INSTALLED TO METAL BOXES OR EQUAL 12. AIR CONDITIONER CONDENSER UNIT SHALL HAVE DISCONNECT 15. MAKE ARRAN6EMENT5 IF APPLICABLE FOR PRE -WIRE GABLE TY., TELEPHONE, ALARM, INTERCOM, CENTRAL VAC., ETC. 14. BATHROOM RECEPTACLES OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20-AMP BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE No OTHER OUTLETS. 15. MIN 20' UFER GROUND WITH BOND To 6A5 t WATER PIPING. 165, ROOM TO BE HEATED BY EX15TIN6 F.A.U. SYSTEM 11. ALL BEDROOMS SHALL HAVE ARC, FAULT CIRCUIT INTERRUPTER OTLET5 (AF01). T T TYPICAL INSTALLA"JON HEIGnTS I' I UNLESS NOTIFED 0THr.-_11PPN15E Q < r \�� WALL FIXTURE --4+ CONVENIENCE COUTLET 0 SNITCH CONVENIENCE Z TV OR PHONE CABINET Certificate of Compliance: Residential (Part 2 of Q. CF-1 R Mandatory Measures Checklist: Residential (Page I of 2) MFAR NOTE: Lowrise residential buildings Subject to the Standards must contain these measures regardless of the compliance approach used. hems marked with an RUIZ ADDITION 4/15/2005 asterisk (1) may be superseded by more stringent compliance requirements listed on the Cortir icate of Compliance. When this checklist is incorporated into Project Title Date the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures HVACSV-IqTF:M-q 2 whether they are shown elsewhere in the documents or on this checklist only. np ym Combined under Water Heating Systems, except Design Heading Load, Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Pi Thermostat Location pump, et (AFUE/HSPF) (ducts, attic, etc) Piping u e Type Comments ('Ant a] rllmnna 80% AFUE 4-2 0 Sethgf* ADDITION ONI Y_ Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location heat pump, evap, cooling) (SEER) (attic, etc.) R-Value Type Comments Split Air Conditioner _tQ2_SEER_ DMob AA#1_0_ 42 AofhAnk WATER HEATING SYSTEMS Rated 1Tank Energy Face External Water Heater Water Heater Distribution fln Input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr OaD Efficiency Loss (0/0 R-Value I For small gas storage (rated inputs of less that or equal to 75,000 Btuthr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated Inpid of greater than 75,000 Btuihr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS 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 adininistrative 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 TXV's requires Installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author I For small gas storage (rated inputs of less that or equal to 75,000 Btuthr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated Inpid of greater than 75,000 Btuihr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS 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 adininistrative 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 TXV's requires Installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: AL AGUIRRE Title/Firm: H.R. & ASSOCIATES Title/Firm: Al Aguirre & Associates Address: 25318 MAXY DRIVE Address: 2222 Kansas Avenue, Suite "D" MORENO VALLEY CA-@2651 Riverside, CA 92607 Telephone: 247-9056 .. Telephone: (9091684-4222 Lic. #: (signature) (d!t (sigAtuW) (date) Enforcement Ag icy Name: Title/Firm: Address: Telephone: (signature/stain p) (date) Run Initiation rimg,• 04/16105 12:3083 Run Code: 1113693453 EnergiyPm1l By EnetgySoft User Number: 3162 Job Number RUIZ PaaeA of 11 DESCRIPTION Instructions. Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures 4150(* Minimum R-19 ceiling Insulation. ❑ § 150(b): Loose fill insulation manufacturers labeled R421uo. §150(c): Minimum R-13 wall Insulation in wood framed walls or equivalent U­valus In metal frame walls (does not apply to exterior mass walls). Minimum R-13 raised floor Insulation In framed floors or equivalent. 4A? Ej§150(): Slab edge insulation - water absorption rate no greater than O.Vo, water vapor transmission rate no greater than 2.0 pernatinch. /Fr §118: Insulation specified or installed meets insulation quality standards. Indicate type and form, §116-17: Fenestration Products, Exterior Doom and Infiftration/ExIfination Controls 1. Doors and Wridows between conditioned and unconditioned spacers designed to tunk 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 doom and windovvs weathefshipped*, all joints and penetrations caulked and seated. El§150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ §150(0: Special infiltration barrier Installed to comply with Section 151 meets Commission quality standards, /41,0 §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs, 1. Masonry and factory-bulft fireplaces have: a. Closeable metal or glass door b. Outside air Intake with damper and control c. Sue damper and control 1 No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 110-13. HVAC equipment, water heaters, show erheads and faucets certified by the Commission. ❑ §160(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. §150(); Setback thermostat on all applicable heating and/or cooling systems, §1500): Pip. 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. 2. First 6 feet of pipes closest to water heatertank, 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-16 combined Intemallexternal insulation. 4. AD buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 56 degrees F. insulated. 6. Piping insulating between heating source and indirect hot wite'rttink.. STM iEnergyPro 3.1 By EnergySoft User Number.- 3162 Job Number RUIZ Page:S of 1-1 i W LEGEND EXHAUST FAN CEILIN15 MOUNT FIXT. RECESSED FIX7% WALL MOUNT FIXT. FUJORESC04T Vip/6FI OUTLET TYP. T.V. AFCI ARC FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET PHONE JACK 220 OUTLET SWITCH 10V DIMMER SWITCH FAN 0 SPOT LIGW DIRECTIONAL RECESS 6ROUND FAULT INTERUPTER SMOKE ALARM HARD HIRED WITH BATTERY BACK-UP FAN/VTR WAC SUPPLY VENT RECESSM INCANDESCENT LIGHT FIXTURE DIMMERS ON SWITCHES HOSE BIB$ / HOSE Spilse'OT *&ENER.AL Ll(9HTINCv FIXTURES IN BATHROOM AND KITCHEN SHALL HAVE LAMPS WITH A EFFICANCY OF AT LEAST 40 LUMEN PER WATT. *DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHOULD BE FULLY TEMPERED, LAMINATED SAFETY (9LAS5 OR APPROVED PLASTIC. *SUITABLE FOR NET LOCATIONS twiailuciLtit-,y vileasuresl;necklist: Residential (Page 2 of 2) MF-1 F NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless Of the Compliance approach used. Items marked with an asterisk (I may be superseded by more stringent compliance requirements listed on the Certiff"te of Compliance. Men this checkfist is incorporated into the Permit documents, the features noted shall be considered by all Parties as minimum component performance specifications for the meridat 0 in whether they are shown elsewhere in the documents or on this ohedklist only, ry easures DESCRIPTION Instructions: Check or initial applicable poxes Or enter N/A if not applicable, DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) 0 .§ 150(m): Ducts and Fans 1. All ducts and Plenums installed, Seated and insulated to meet the requirements of the 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 seated with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL161, UL181A, or uL181B. II'mastic or tape is used to seal openings greater than 114 Inch, the combination of mastic and either mesh Of tape shall be used. Building cavities shall not be used for co -eying conditioned air. Joints and seems of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape isused in combination ith mastic anddrawbands. 2. Buildingoavitles, support platforms for air handlers, and Plenums defined Or constructed with materials other than seated sheet meta), duct board,or ftexIble duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts, Duds Installed in cavities and support Platforms, shall not be compressed to cause reductions in the cross-seationef 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, S. Gravity ventilation Systems serving conditioned space have etherautorratic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be Protected from damage, including that due to suntght, 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 plasuo cover. Cellular foam Insulation shall be Protected as above or painted with a coaling that is water retardant and Provides shielding from solar radiation that can cause degradation of the material 114: P-01 and Sp. Heating Systems and Equipment I. Cerfified with 78% thermal efficiency, on -off switch, weatherproof operating instruction heating, and no pilot, a, no electric resistance 2. System is installed with at least 3d, of pipe between filter and heater for future solar, cover for outdoor pools or spas 3. At least Wof pipe between filler and heater for future solar healing. b. Cover for outdoor pools or outdoor spas, 3. Pool system has directorial inlets and a circulation pump time Switch, §115: Gas fired central furnaces, pool heaters, spa heaters or household "ng appliances have no continuously burning pilot light. (Exception: Non -electrical c0olft appliances With pikit < 160 etuirr) El§ 118 (0: Coot Roof material meet specified criteria Lighting Measures §150(k)1: Luminaires for general fighting In kitchens shall have lamps with an efficacy 40 lumens/watt or greater for general fighting in kitchens. This general fighting shall beomtrolW by a Switch a di ess! a if if hen. control panel at an entrance to the kit, On readily acc bf gh ng 6150(k)2. Rooms with a shower or bathtub must have either at least One fUrrinalre 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. 3.1 By User Number: 3162 01 Of REVISIONS DATE BY ,& FIRST ISSUE 03/09/05 A FLAN CHECK 05/10/05 CORRECTIONS I DRAWN G. HOWARD CHECKED DATE 03-09-05 SCALE 1/4" = l'-O" JOB NO. 2005-02-09 SHEET REVISIONS DATE BY O� FIRST ISSUE 03/09/05 A PLAN CHECK 05/10/05 CORRECTIONS 0 DRAWN G. HOWARD CHECKED DATE 03-09-05 SCALE 1/4% = 1'-O- JOB NO. 2005-02-09 SHEET D-1 SIMPSON STC OR DTC CLIPS USE STCT WHERE TRUSS IS SEPARATED FROM TOP PL. INSTALL NAIL IN MIDDLE DFel' ^T K 2X4 FLAT BLOCK AT 4'-0 O.C. W1 EA END TYP. 2x ST (SEE PLAN) TRUSS PARALLEL SIMPSON STC OR DTC CUPS USE STCT WHERE TRUSS IS SEPARATED FROM TOP PL. INSTALL NAIL IN MIDDLE OF SLOT (SEE PLAN) TRUSS BOTTOM CORD (SEE PLAN) STC=2-80 TYP. 2x STUD WALL DTC=4-80 (SEE PLAN) DBL. TOP PLATES TRUSS FERFE-NIP I GULAR [a 1 /2" CDX PLYWOOD SHEATHIN'G— PER PLAN W/8d 0 6 /6/12 wi GABLE TRUSS SIMPSON A35 0 24" O.C. OR 2X— BLK'G W/3-16d NAILS RTER BOARD 16d04"O.C. ,-4-16d A35 0 15" O.C. PER SHEAR WALL SCHED. 2X BLOCKING 2x4 0 48" O.C. TRUSS ROOF RAFTER OR TRUSSES SHEAR PANEL —PER PLAN---A LAN (SEE MANUF. DRAWINGS & SPECS.) 2X EXTERIOR STUD WALL DBL. TOP Pl.. (SEE PLAN) WALL BOARD —PER PLAN END TRUSS @ MALL I DBL. TOP PLATE (SEE PLAN) TRUSSES(SEE MANUF. DRAWINGS & SPECS.) FIRE BLOCK — (SEE PLAN) DBL. PLATE — (SEE PLAN) � 3---1 TRUSSES(SEE MANUF. DRAWINGS & SPECS.) HANGER(SEE PLAN) LI G { I /h" 151vwnnn H1 0 24' O.0 —' 5-16d DOUBLE TOP PLATE (SEE PLAN) STUDS (SEE PLAN) 1/2" DRYWALL CEILING JOIST (SEE PLAN) 4-16d (2)DDUBL.E TOP PLATE CL'G. JOIST (SEE 1 0 W/8d CDX Q /66/12 RAFTERS (SEE PLAN) SUSSES 024" O.C. EE MANUF. DRAWINGS &SPECS.} -A35 (SEE PLAN) PER SHEAR WALL SCHED. B.N. �— — 1/2" CCX PLYWOOD FASCIA — (SEE PLAN) EXTERIOR FINISH 0 h ROOF RAFTERS (SEE PLAN) 1 " CDX PLYWOOD /8d 0 6/6/12 A35 (SEE PLAN) BN - BLOCKING (SEE PLAN) i-- 1 /2" CCX PLYWOOD 1' 0 24' D.C. X35 (SEE PLAN) BN BLOCKING (SEE PLAN) 1/2" CCX PLYWOOD REVISIONS DATE BY FIRST ISSUE 03/09/05 CHECK 05/10/05 AAPLAN rnor�rnnm ■ DRAWN G. HOWARD CHECKED DATE 03-09-05 SCALE 1/4" = 1'—O" JOB NO. 2005-02-09 SHEET D — 2