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HomeMy WebLinkAbout10147882.pdf�lISYMBOLS (:4)STRUCTURAL CSRI D LINE 2 SECTION SHORN ON SHEET A-5 A DETAIL NUNi5ER SHOM ON SHEET A-5 ADOOR DESIGNATION, REFER TO BOOR SCHEDULE 1 KNDOVN DESIGNATION, REFER TO I IINDO�N SCHEDULE 2 ROOM DESIGNATION, REFER TO ROOM SCHEDULE GENERAL NOTES: a) All construction shall comply with the 2001 edition of the GBG, GPG, and GEC as adopted and amended by the State of California in Title 24 CCR and this jurisdiction. b) Separate permits are required for mechanical, electrical, and plumbing. c) Water shall be provided on the site and used to control dust. d) Temporary toilet facilities shall be provided on site. e) When required by the Building Official, trines shall be established in the field by a licensed surveyor. f) The finiah grade shall Slope a min. of 2% to a point 5 feet from building foundation. GRADING NOTES: "Finished grading for residential additions shall be occompli5hed according to public works standard plate no. 601. There shall be no undrained areas and water runoff Shall drain to the street and alley." REQUIREMENT NOTES: REQUIRED CONSTRUCTION INSPECTIONS. THE ENGINEERING OR ARCHITECT IN RE5PONS15LE CHARGE OF THE STRUCTURAL DE51GN WORK SHALL INCLUDE IN THE CONSTRUCTION DOCUMENT THE FOLLOWING: a. STRUCTURAL TESTS AND INSPECTIONS REQUIRED BY GBG CHAPTER 17. C. OTHER 5TRUG7URAL INSPECTIONS REQUIRED BY THE ENGINEERING OR ARCHITECT IN RESPONSIBLE GHAR&E OF THE STRUCTURAL 1;)E516N WORK. d. ICE30AGG RESEARCH REPORTS. SHEET INDEX T-I TITLE SHEET, VICINITY MAP $ PLOT PLAN 6-1 GENERAL NOTES A-1 AS BUILT FLOOR PLAN A-2 NEW FLOOR FLAN+DOORAIMDOW5,FIN15HED SCHEDULE A-3 NOR7H,WE57,50UTH ELEVATIONS A-4 SECTION A+B A-5 FOUNDATION PLAN A-6 ROOF FRAM I N6 PLAN E-I ELECTRICAL PLAN 5-1 EN6INEERIN6 NOTE D-I STRUCTURAL DETAILS 11 1t 0- •M_ rs j 110 IFAlk M100r — — FOR: MR. 4 MRS. THAN AUANH 450 S. FAG I F I C AVE, SANTA ANA, CA ��=70E4,46=7 DIRECTORY OWNER: MR. �MRS. THA`rRAUANH 45a S. FAG I F I G A\/E, SANTA ANA, GA g2705-4467 ARCHITECTURAL CONTACT: A r 3 A' yw a Arare�r:,,:.:n TEL. 714. 854=-055q G GAD E3LUELINE SER\/IGE ENGINEERING 6550 ALGO\/E A\/E '\/ALLEY GLEN, GA. c11606 TEL: aI P .qaO-5g4O FAX: 81�.�O�e�f�i42 TON"' GHUNAFON65E TEL: �18.267�76�1a E-MAIL tc�n�ccad®yah®®.�®rrl CONSTRUCTION: 0GGUFANG1'`: LEGAL DESGRIFTION: LOT.# TRACT.# TOTAL NEVN AREA: 2,Oaa3a FLOOR ADDITION: 1,057 (N) FATIO ADD.: 257.5�5 EXISTING FLOOR: 774 GARAGE 1 1:45 LOT SIZE a,525.00 LOT GO\/ERAOE 6,45.2.66 LOT CO\/ERAOE FERGENTA0E 25 % MIGHAEL ^ENs_IUNG LIN 2405 ORA--i'l:;)ON A\,/E, MONRO\/I A„ GA. 1� 1016m-4g21 TEL: 626 75E02g1 FAX: 626. 505-55aa EMAIL rnike.lin®ete.net Sod. Ft. SoL. Ft. ScL. Ft. SOS. Ft. Sc�. Ft. Sc�. Ft. So[. Ft. a -This o9 x� P of4rtla 55e« ) tl4`bNly P"T1 at 211 [ 6 Cif cj San -,a Xqa. its $HAL NOT The am-oplavoe i t '2 play �� v�:Q�i�c�t beheld €� pFa are ?.PT)s era! �� ��� vi�tatioOf any e held to P, r ".' l�a� fibs stale W0. Ma10d Up `!�'}' `'`'`a °! �11 , 1` S .;�.:.'s. `-.> A..'R.rtil. - r a i- MR_ N1, - '.,E:3nC �w vE✓ a I at€.' Isis t0 match exiSti x t �eT T-0, �f, q5x Q. MYRTLE eT 458 S. PACIFIC AVE, 5ANTA ANA, CA " ` II 0) z < (f r� C 4� V 1/ Mc FADDEN I 1 V I C I N I T Y M A P 1 �_*J � qt"E=-Q ;" 00' PROPERTY LINE REAR YARD 1 �i , v 55.00' PROPERTY LINE C O N C R E T E 5 1 0 E N A L K LAND50APE PACIFIC STREET_ PLOT FLAN SCALE 1/4" = 1'-0" 438 S. PACIFIC AVE, SANTA ANA, CA 92703-4467 y i GERNERAL NOTES: 1. CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THEIR WORK ON THE JOB SITE PRIOR TO STARTING CONSTRUCTION AND SHALL CONFORM TO THE FLANS AND SFEC I F I CATION. 2. DRAW I NOS ARE NOT TO BE SCALED. DIMENSIONAL D I SCREFANC I ES ARE TO BE CLARIFIED W I TH THE ARCHITECT OR DES 1 GNEiR BEFORE FROCEED I NG WITH WORK. 5. ALL WORK SHALL CONFORM TO ALL AFFL I CABLE CODES AND OiRD I NANCES OF THE G I TY OF BURBANK. 4. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWING AND SPEC I F I GAT I ON. 5. DURING THE CONSTRUCTION PERIOD, THE GENERAL CONTRACTOR SHALL BE RESONS I BLE FOR THE SAFETY OF THE BU I LD I NO. THE GENERAL CONTRACTOR SHALL PROVIDE ADEMATE SHORING, BRAG 1 NG AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCE. 6. THE GENERAL CONTRACTOR SHALL. BE SOLELY RESONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND FROTECTION OF AD,.IECENT FROFERTI', STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE W ILL ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCE. i. THE GENERAL CONTRACTOR SHALL BE RESONSIBLE FOR COORDINATING THE WORK OF ALL TRADES. a. ELECTRICAL AND PLUMBING TO CONFORM TO LOCAL REGULATION AND CODES. a. TYPE V SHEET OF THE CITY OF L05 ANGEL.ES, DEPARTMENT OF BUILDING AND SAFETY 15 FART OF THE PLANS. 10. PROVIDE FIRE DETECTION ALARM DEVICES: ALL HALLWAYS AND IN ALL BEDROOMS 11. GERAM I G TILES WALL FIN 15H AT BATHROOM AND SHOWER SHALL EXTEND 6'-0" BEYOND THE TUB OF SHOWER AND SHALL EXTEND TO FLOOR. 12. ALL GLAZED OFENING WITHIN 18" OF THE FLOOR SHALL BE FULLY TEMPERED 15. TUB/SHOWER ENCLOSURE SHALL BE 5/16'' FULLY TEMPERED AND SHATTER PROOF. 14. TUB FLUMBING ACCESS OFENING SHALL BE METAL, SET INTO METAL FRAMES AND SHALL BE 12" x 12" MINIMUM.rain 15. ALL HANDRAILS TO BE MIN30" AND MAX. 56" ABOVE NOSE OF TREADS (TYPICAL). 16. ALL STEAM AND STEAM CONDENSATE RETURN PIPING AND ALL GONTI NUOUSLY G I RGULATI NG DOMESTI G HEATING OR HOT WATER F I F I NG SHALL BE INSULATED. 17. PROVIDE PRESSURE TEMPERATURE RELIEF VALVE AND DRAIN LINE TO THE EXTERIOR FOR EATER HEATER. Ia. ALL FLUMBING VENTS WITHIN A RADIUS OF 15 FT. SHALL BE LOOPED AND BROUGHT THRU THE ROOF AT ONE POINT AND CONCEALED FROM VIEW WHERE POSSIBLE AND TO THE SATISFACTION OF THE ARGHITECT/DESIGNER. 1 1� . ALL EARTH AND BUILDING MATERIAL TO BE KEPT A MINIMUM OF 5 FEET BACK OF CURB. 20, ALL EXCAVATION TO BE KEFT WET WHILE IN FROGESS. 21. ALL UTILITIES SHALL BE UNDERGROUD FROM EXISTING FACILITIES. 22. ALL FILL UNDER SLABS OR WALKS TO BE SAND. AN INSFECTION IS REOU I RED PRIOR TO BACKF I LL I NG. 25. IT W ILL BE THE CONTRACTOR'S RE50N51 B 1 L I TY TO CLEAN AND MAINTAIN ANY DAILY DEBRI 5, DIRT, MUD, ETC,. DEPOSITED ON ANY STREET, PARKLAND, OR PUBIC, PLACE IN THE G 1 TY OF BURBANK. 24. ALL GONSTRUCTION V�ASTES AND DEBRIS MUST BE KEFT IN A CONTAINER. 25. ALL WASH DOWN ON TRANSIT MIXED CONCRETE SHALL BE DONE ON BUILDING SITE, FRI ORI TY FRO.IEGT - ATTAGHMENT TO SVNPPF General Notes: Tho following notes shall either be incorporated or attached to the Local Strom Water Pollution Prevention Man. 1. Proper disposal of all wastes will be provided to keep pollutants from the storm water runoff, which w i I I be conveyed into the storm drain system. 2. Hazardous materials, fertilizers, pesticides, plasters, solvents, paints, and other compounds will be properly handled in order to reduce the risk of pollution or contamination. Training and information on procedures for the proper use of all materials will be available to the employees that apply such materials requirements. 5. Concrete wastes Aill not be allowed to be discharged into the storm drain system. 4. Concrete wastes deposited on site shall set-up, be broken apart, and dioposed of properly . Sanitary or septic wastes must be treated or disposed of in accordance with accordance with state and local requirements. a. Wet Weather Erosion Control Plan (NNECF) will be required if the project leave disturbed soil during the rainy season (October I to April 15 OF the following year). The WWECP must be prepared, for projects that have already broken ground, not less than 50 days priors to the beginning of each rainy season during which soil Aill be disturbed, and Implemented throughout the entire rainy season. A copy of the WWECF shall be kept on the project site at all times beginning 50 days prior to the start of the rainy season. For projects that will begin construction during the rainy season, the WWECP must be available 50 days before construction commences. The WWECF shall be submitted to the Bureau of Engineering, Fublic Works for review and approval. 6. Seif-inspection shall be performed by developer / contractor to ensure the selected BMFs are properly implemented and functioning effectively, and to identify maintenance and repair. A self - inspection checklist, noting date, time, conditions and inspections date, Aill be kept on site and make available to city inspectors upon request. Self -inspections Aill be performed according to the following schedule. -7. Before every rainfall event that is predicted to produce observable runoff and after every rainfall event that produces observable runoff, and at 24 -hour intervals extended rainfall events (except weekends or holidays when there is no ongoing site activity of those days). ANA POLICE DEPARTMENT RESIDENTIAL SECURITY SANTA REQUIREMENTS 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. Exterior swinging doors must be solid core, 1 3/<" thick or with panels 9/16" thick. (8-210.A) Doors leading from a garage into a dwelling unitbe must be solid core, 1 3/8" thick. (8-Z10.B) equipped with deadbolt locks approved by the Police Department Specify that above doors and model number. (Titan 780 or Equal) (8-210.C) specify make Specify flush bolt with 5/8" imbedment into head and threshold on inactive leaves of exterior double doors. (8-210.E) Glazing in exterior doors or within 44" of the latch must be tempered or burglary resistant (8-210.F) Hinges for out swinging doors ;must have non -removable pins (NRP). 8-210.G) Strike plates must be 3 '/2" long, secured to the jamb with screws 2 '/a" in length. (8-210.H) Front exterior doors to be equipped with 180 door viewers or clear vision panels. (8-210.1) Each structure must have a street address or other identification , which is visible from the street. Figures must be 4" minimum in height of a color contrasting to the background. (8-210. Kl) Provide an illuminated plot plan of the complex at each driveway entrance. (8-210.K2) Specify light fixtures, at exterior doors, which provide one foot candle of light at ground level. p (8-210, L) structures of multiple dwelling complexes must be provided with one Parking lots and parking foot candle of light. (8-210.N) 18. 19. 20. Required exterior light fixtures must be vandal resistant types. Wooden garage doors must have panels 5/16" in thickness. (8-208.A1) d rs more than 16 feet in width must have two locking points. (8-208.C) Garage o0 Slide bolt assemblies must be attached to the doorframe with non -removable bolts. (8-208.D) The Slide bolt must be 3/8" in diameter. (8-208.D)ith Specifymake windows and sliding glass doors must comply ed musttinstalest standards side bolts and permanent anti- ft and model number. track of windownot and door. devices in upper Louvered window may not be used within 12' vertically or 6'horiz0 tally from any walkway surface. All skylights shall be provided with rated burglary resistant glazing. (8-210) (revised 10-31-03) �T t` ti �' a'N µ µgo z m lL �g z i w z z . 6X�< gj oct i z 111 Z 9L .. �LN o z LIA w ~ z z o � Lj lU w z LLI V) 0 DRAWN TONY CHECKED E TON'-( DATE 02-02-05 PERMIT NO. SCALE AS NOTED' SHEET NO. (5 == I OF 11 SHEETS aim NO. ROOM 5I Zr- E3fi' ANI:;) T)O'OFE OLAZ ! NC7 aTY. O(E)ENTRY 3'-O"X6'-8" SOLID GORE NONE 1 (E)BEDRM # ! 2'-6"X6'-8" HOLLOW GORE NONE 1 O(E)BEi7RM # 2 2'-6"X6'-8" HOLLOW GORE NONE 1 O(E)BATHRM. 2'-6"X6'-S" HOLLOW GORE NONE 1 (E) (E)KITCHEN 3'-O"X6'-8" — SOLID GORE TEMPER GLASS 1 O(E)GARAGE 2'-6"X6'-8" SOLID GORE NONE 1 0 NO. ROOM SIZE A.F.F. TYFE &LAZ I N& CITY. O (E)LIVINGRM. 3'-(6"X4'-6" 52" DBL. SLD. DBL. GLA55 LE 2 O2 (E)BEDRM # 1 44" DBL. SLD. DBL. 6LA55 LE 1 O (E)BEDRM # 1 32" DBL. 5LD. DBL. G1-A55 LE 1 ® (E)BEiDRM.# 2 4'-O"X3'-O" 44" DBL. SLD. DBL. GLASS LE 1 O (E)BATHRM. 21-61IX2'-0" 52" DBL. 5LD. DBL. 6LA55 LE 1 0 (E)KITGHEN 3'-O"X3'-O" 44" DBL, 5LD. DBL. GLA55 LE 1 O (E)KITGHEN 3'-O"X3'-O" 44" DBL. 5LD. DBL. GLA55 LE 1 GENERAL NOTE: I.ALL GONSTRUGTION SHALL COMPLY WITH THE 2001 EDITION OF THE GBG,CMG,GPG,THE 2001 EDITION OF THE GEL AS ADOPTED AND AMENDED BY THE STATE OF CALIFORNIA IN 7ITLE24 GGR AND THIS JURISDIGTION, 2.A 5EGURI7`( FEENGE 15 REQUIRE AROUND THE GON57RUG7I0N AREA AND SHOULD BE INSTALLED PRIOR TO EXCAVATION AND/OR FOUNDATION TRENCHING. 3.AA7ER SHALL BE PROVIDED ON THE 51TE AND USED TO CONTROL DUST. 4.A7TIG VENTILATION SHALL BE NOT LE55 7HANI/150 OF ATTIC AREA. 5.UNDER-FLOOR VENTILATION SHALL NOT BE LE55 7HANI/150 OF UNDER -FLOOR AREA. &.NON-METTALIG SHEATHED GABLE NOT ALLOWED 7.6ENERAL LIGHTING IN BATHROOM TO BE FLUOR3-SCENT 8.5EPARA7E PERMITS ARE REQUIRED FOR MEGHANIGAL,ELEGTRICAL,ANID PLUMING. GALL PROPERTY LINES EA5EMENT5,AND EX1571 NG BUILDINGS HAVE BEEN INDICATED ON THIS SITE PLAN. IO.TEMPORARY TOILET FAGILIT!E5 SHALL BE PROVIDED ON SITE. II.WHEN REQUIRED BY THE BUILDING OFFIGIAL,PROPERTY LINES SHALL BE ESTABLISHED IN THE FIELD BY A LIGENSED SURVEYOR. 12.THE FINISH GRADE SHALL SLOPE A MIN. OF 2% TO A POINT 5 FEET FROM BUILDING i-OUNDATI ON_ LEGEND: INDICATE NEW WALL TO BE CONSTRUCTI ON INDICATE EXISTING WALL TO BE REMAINED INDICATE EXISTING WALL TO BE REMOVE INDICATE 5M0KE DETECTOR WITH 5M HARD WIRE BETTERRY BACK UP eFAN INDICATE BATH ROOM FAN UP TO ROOF OR EXTERIOR 0 I N go 3 43'-0" 11'-6" 5'-6" 16'-8" n u 10'-3" O (E)KI TGHEN a, TO RELOCATION (E)BAT (E)BEDRM.# 2 o O HALL o �ARAOE 0 (E)BEDRM.# I (E)8'X7' I GAR GARAGE rNT ❑ ❑ 2 4'-0" 17'-0" 12'-0" 10'-0" 29'-0" 14'-0" 43' - 0" AS E3 LT FL00f;; �= LAN SALE o /4 II 1`0 II Q0 I d- DRAWN TONY CHECKED TON"' DATE 02-02-05 PERMIT NO. SCALE AS NOTED SHEET NO. OF 11 SHEETS go. NO. ROOM SIZE BRAND iYF &LAZING OiY. O(N)BATHRM. 2'-S"X&'-8" SEE OWNER HOLLOW GORE NONE 1 �E (N)MA5TERBEDRM. 2'-8"X6'-S" HOLLOW GORE NONE 1 O(N)MA5TER5EDRM.(0LO5ET) 8'-O"X6'-8" - 5LD. MIRROR GLA55 TEMPER GLASS 1 O(N)MA5TERBATHRM. 2'-8"X6'-S" - HOLLOW GORE NONE 1 O (N)MA5TERBEDRM. 2'-8"X6'-8" - HOLLOW GORE NONE 1 (KI .CLOSET.) G(N)BATHRM.# 3 2'-8"X6'-8" HOLLOW GORE NONE 1 GK (N)BEDRM# 3 (CLOSET) S'-O"X6'-S" - 5LD. MIRROR GLASS TEMPER 6LAS5 1 L O (N)KITCHEN HALF (NITE LI 1 5/ " 50LI,.D GORE TEMPER 6LA55 1 (5ELF L051N(5) { M) (N)KITGHEN/(E)6ARAGE 2'-8"X6'-8°' 1 5/8" 50LID GORE NONE 1 (sgLF GLO51N6) O (N)KITCHEN HALF 2'-S"X6'-S" 15'4" SOLID GORE TEMPER GLASS 1 (NITS LIGHT) (SELF GLOSSING) �O (N)A/G, HEATING UNIT 2'-6"X6'-8" HOLLOW GORE NONE 1 (N)HALL (CLOSET) 2'-0"X6'-8" HOLLOW GORE NONE 1 ONE NO. fi'OON-1 SIZE A.F.F. TYi=>E &LAZIN6 QT`Y. OS (N)BATHRM. 4'-O"X2'-O" 44" DBL. SLD. DBL. 6LAS5 LE 1 © (N)MA57ER5EDRM. 4'-O"X3'-O" 32" DBL. SLD. DBL. GLASS LE 1 O (N)MA5TERBATHRM. 6'-O"X2'-O" 44" DBL. SLD. DBL. GLASS LE (TEMPER GLASS) 1 ® (N)MA57ERBA7HRM. 2'-O"X3'-O" 44" DBL. SLD. DBL. GLASS LE 1 O (N)BEDRM.# 5 &'-O"X4'-O" 44" DBL. 5LD. DBL. GLASS LE 1 10 (N)KITCHEN (GARDEN) 3'-O"X3'-0" 44" DBL. SLD. DBL. GLASS LE 1 II (N)KI7GHEN (DINING) 4'-O"X4'-O" 44" DBL. SLD. DBL. GLASS LE 1 F I N (�5H SC._,.,HEL7)ULE ROOM NAME FLOOR BASE WALL CEILING, CEILING REMARKS HEI&HT (N)OFFICE CARPET WOOD GYP. BD. GYP. BD. g'-0" (N)BATH NONE-5LIP SEE NOTE 8 GERAMIG TILE GYP. BIT. 8'-O" SEMI -GLOSS GERAMIG TILE (N)MA57ERBEDRM. CARPET WOOD GYP. BD. GYP. BD. (N)MASTERBATHRM. NONE -SLIP CERAMIC, TILE SEE NOTE 8 CERAMIC TILE GYP• BD. GERAMIG TILE 8'-O" SEMI -GLOSS (N)MA57ER W.I.G. CARPET WOOD GYP. BD. GYP. BD. (N)BEDRM # 5 CARPET WOOD GYP. BD. GYP. BD. 8'-O (N)PATIO COVER CONCRETE EX7.57UCCO EXT.STUGCO WOOD PAINT (N)KITCHEN NONE -SLIP SEE NOTE 5 CERAMIC TILE GYP. BD. 8'-O" SEMI-G,LO55 GERAMIG TILE CERAMIC TILE NOTES: I. 6" CERAMIC BASE: SHALL HAVE MIN. 3/8" RADIU5 0OVIN6. 2. CEILING AND/ OR WALL TO HAVE A WASHABLE SURFACE 5. SMOOTH AND CLEAR GONG. FLOOR 4. FLOOR SHALL BE SMOOTH, HARD, NONAB5ORBER7, NONE-5LIP SURFACES. 5_ WALL TO BE M0157URE RESISTANT 6. WALL COLOR SHALL BE SEMI-6LOS5 7. GEILINO LIGHTS TO HAVE COVER PANALS 8. BURGE, 6" COVE BASE YV/ 3/8" RADIUS COVING, TOP SET TYPE. GENERAL NOTE: I.ALL CONSTRUCTION SHALL COMPLY WITH THE 2001 EDITION OF THE CBG,CMG,GPG,THE 2001 EDITION OF THE GEL AS ADOPTED AND AMENDED BY THE STATE OF CALIFORNIA IN TITLE24 GGR AND THIS JURISDICTION. 2.A SECURITY FEENCE 15 REQUIRE AROUND THE CONSTRUCTION AREA AND SHOULD BE INSTALLED PRIOR TO EXCAVATION AND/OR FOUNDATION TRENCHING. 5.WATER SHALL BE PROVIDED ON THE SITE AND USED TO CONTROL DUST. 4.ATTIC VENTILATION SHALL BE NOT LE55 THANI/150 OF ATTIC AREA. 5.UNDER-FLOOR VENTILATION SHALL NOT BE LESS THANI/150 OF UNDER -FLOOR AREA. &.NON-METTALIG SHEATHED GABLE NOT ALLOWED -(.GENERAL LIGHTIN6 IN BATHROOM TO BE FLUORE50ENT 5.5EPARATE PERMITS ARE REOUIRED FOR MECHANICAL ELECTRICAL,AND PLUMING. a.ALL PROPERTY LINES EA5EMENT5,AND EXISTING BUILDINGS HAVE BEEN INDICATED ON TH15 SITE PLAN. IO.TEMPORARY TOILET FACILITIES SHALL BE PROVIDED ON SITE. II.WHEN REWRED BY THE BUILDING OFFICIAL,PROPERTY LINES SHALL BE ESTABLISHED IN THE FIELD BY A LICENSED SURVEYOR. 127HE FINISH GRADE SHALL SLOPE A MIN. OF 2 o TO A POINT 5 FEET FROM BUILDING FOUNDATION. LEGEND: I ND I GATE NEW WALL TO BE CONSTRUCTION INDICATE EXISTING WALL TO BE REMAINED INDICATE EXISTING WALL TO BE REMOVE INDICATE SMOKE DETECTOR WITH 5M HARD WIRE BETTERRY BACK UP ®FAN INDICATE BATH ROOM FAN UP TO ROOF OR EXTERIOR INDICATE PLUM I N6 WALL GL_F 6LA55 AND GLAZING SHALL BE IN AGGORDANCE WITH COG CHAPTER 24. ALL WINDOWS AND DOORS HAVING GLAZING, INDICATE THE TYPE AND 7HIGNE55 OF EACH LIGHT OF GLAZING 5KYLIGHT5 SHALL COMPLY WITH GBG SECTION 2401 AND 2605.7, PREFABRICATED ASSEMBLIES. MANUFACTURI N6: 5RI5TOL FIBERLITE- 5KYLI6HT, SMOKE HATCH 8 VENTILATOR ICBO# 25556 NOTE: PORTLAND CEMENT PLASTER (STUCCO), GYPSUM LATH AND GYPSUM WALLBOARD SHEAR WALLS SHALL COMPLY WITH GBG. (1605.2.2.) NOTCHING OF EXTERIOR AND 5EARING/NON5EARIN6 WALL5 SHALL NOT EXCEED 25%/40% RESPECTIVELY. BORED HOLES IN BEARIN6/NON5EARUN6 WALL SHALL NO CASE SHALL THE EDGE OF THE BORED HOLES BE NEARER THAN 5/5 INCH TO THE EDGE OF THE STUD. (2) A DOOR MAY OPEN AT LANDING THAT 15 NOT MORE THAN ? 1/2" INCHX LOWER THAN THE FLOOR LI VEL PROV I DEED THE DOOR DOES NOT SWING OVER THE LANDING. (5) SCREEN DOORS AND 5TOM DOORS MAY 5WIN6 OVER57AIR5, STEPS OR LANDING. THE REQUIRED VENTILATION AREA RATIO 15 1/150 OF ATTIC AREA OR 1/300 OF ATTIC AREA IF AT LEAST HALF OF THE VENT AREA 15 PROVIDED BY VENTILATORS LOCATED MORE THAN 3 FEET ABOVE EAVE VENTS PROVIDING THE REMAININS PORTION OF THE VENT AREA. OPENINGS SHALL 1/4 INCH CORROSION RESISTANT METAL MESH COVERING. UNDERFLOOR VENTILATION OPENING SIZE AND LOCATION EQUAL TO 1 SQ. FT. FOR EACH 150 50. FT. OF UNDERFLOOR AREA. OPENIN55 SHALL BE AS GLO5E TO CORNERS AS PRACTICAL AND SHALL PROVIDE GROSS VENTILATION ALONG THE LENGTH OF AT LEAST TWO OFF0517E SIDES. OPENINGS SHALL HAVE 1/4 INCH CORROSION RES157ANT METAL MESH COVERING. COMPARTMENT DIMEN51ON5 SHALL HAVE 3" MINIMUM CLEARANCE ON SIDES AND 5ACK/6" MINIMUM CLEAR FROM FRONT OF EQUIPMENT TO COMBUSTION AIR INTAKE. THE MINIMUM WIDTH PERMITTED 15 12" GREATER THAN THE EQUIPMENT. AREA OF COMBUSTION AIR OPENINGS OF I 50. INCH PER 1,000 BTU (100 50.I NCH MINIMUM) 15 REQUIRED INTO COMPARTMENT. HALF OF AREA WITHIN 12 INCHES OF CEILING AND HALF WITHIN 12 INGHE5 OF FLOOR. COMBUSTION AIR FROM ATTIC THROUGH 26 6AUGE GALVANIZED 57EEL SLEEVE EXTENDING & INCHES MINIMUM ABOVE CEILING JOISTS WITHOUT SCREEN AT THE TOP (ATTIC TO HAVE ADEQUATE OPENINGS). COMBUSTION AIR FROM OUTSIDE TO COMPARTMENT WITH 1/4" SCREEN AT OUTSIDE OPENING. 5EPARATE DU075 FOR UPPER AND LOWER COMOU57ION AIR SUPPLY OPENIN65. NOTE: THE FURNANGE OR COMFORT GOOLIN6 EQUIPMENT ON A771C: VENT THROUGH ROOF A MIN. OF 5 FEET ABOVE THE HIGHE5T VENT COLLAR A17H IT 5ERVE5. - CLOTHES DRYER LOCATED IN AN AREA THAT 15 HABITABLE OR CONTAINING OTHER FUEL BURNING APPLIANCES 5HAi I BE EXHAUSTED TO THE OUTSIDE. EXHAUAST DUCT MUST BE 4 INCHES IN DIAMETER AND LENGTH 15 LIMITED TO 14 FEET WITH 2 ELBOWS. THE DUCT LEBOW IN EXCE55 OF TWO. - 2 NEW BATH ROOM SHALL HAVE WATER GL05ETS (TOILETS) WHICH USE NO MORE THAN 1.6 6ALLON5 PER FLUSH. MTM HEATER -LINE r1olOCOTIN& POINTS OF 5UPPORT 5/4"X24 &AU9E PL#ORATED STEEL PLUt-WEDS TAPE ENCIRCLING TANK FROM AND SACK ELEVATION VIEN @ NATER FLAN V I DN @ NATTER HEATER HEATER SUFFORT SUFFORT N.T.S. N.T.S. INATER CLOSET �01vfFAfi1vfENfi DRAWN TONY CHECKED TONY DATE 02 -14-05 PERMIT NO. SCALE A5 NOTED SHEET NO. OF 11 SHEETS REVISIONS BY NAT. GRADE EXISTINO OARAOE (E)SlUGGO (TYPJ (N)ROOF COVERING TO BE GOMPO. SHINGLE GLASS 'A' TO MATGH AITH EXISTING OR NEA ROOF (SEE OWNER) Manuf.Eagle Roofing Product,Rialto,GA IGBO # ER-4660 to O(N)7/8 "STUCCO (iYi'.)7s— L (N)FA70 CO1/EfR (N)F.F. 7" U -(N)6Xl2 VENT (TYP.) rO.PIOF ROOF �I I 4 o') (m I I 00 1 — 4" —V NAT. BADE ST I NO 102 (F)STUCCO (TYP.) Ff:;; ONT ELE\/AT ON 00 ro 1 I 00 NAT.GRADE II GABLE VENT .ENT VENTILATION 5HOULD BE 1/150 NEA ROOF AREA -744 5RF NEA VENTILATION 5.2 &:f VENT DORMER 51ZE 12"X24"XO.-7 =1.4 5c�F FOUNDATION VENT GALULATION VENTILATION 5HOUL2> BE 1/150 NEA AREA -7-14 Scj.Ft. NEA VENTILATION 5.2 Scj,.Ft. (N)ROOF COVERING TO BE COMPO. SHINGLE CLASS 'A' (N)ROOF GOVER.ING TO BE GOMFO5ITION SHINGLE GLA55 'A' VENT SIZE 6"X14" =0.6 ScL.Ft. 10 EA. OF VENT. TO MATCH WITH EXISTING OR NEW ROOF (SEE OWNER) TO MATGH AITH EXISTING OR NEA ROOF (SEE OWNER) Manuf.Eagle Roofing Product,Rialto,CA ICBO # ER-4660 Monuf.Eagle Roofing Froduct,RIaIto,GA TOP OF ROOF (N)TOP OF ROOF 6X12ROOF VENT(T'YP.) IGBO # ER-4660 EX 1 5 T I"� O " " J�2 EXISTING ROOF EXIST I 1 )T.P. (N)T.P. 4x 10 BM. 0 O 00 w 27-1 I M-7/5" 5TUGG0 (TYP.) (N)PAT l� ®�/� a � I co 00 I casement (N)7/5"5TUG00 (TYP.) Q0 Ln I AIAT T rf?An VEST ELE\/ATION SCALE /14 - 5�UTH ELE-\/AT ON 5�. LE e /� II _ (N)6X12 VENT (TYP) DRAWN TONY CHECKED TONY DATE 02-02-05 PERMIT NO. SCALE AS NOTED SHEET NO. A 5 OF 11 SHEETS REVISIONS I BY NOTE: I. ANCHOR BOLT5: 5/8"5/aXIO" (EMBED) AND SFAOED 4'—O"OG WITH 2-1/2"X2-1/2"XI/4"PLATE AASHERS,AITH MINIMUM 2 ANCHOR BOLT PER PIECE,LOGATED 6" NOT LE55 THAN 6 DIAMETERS FROM EACH END OF THE PIECE., SEE PLAN $ SHEAR WALL 5CHEID. 2. ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MA50NY SLAB,WHIGH 15 IN DIRECT GONTAGT WITH EARTHAND SILLS THAT REST ON CONCRETE OR MA50NY FOUNDATION,SHALL BE PRE55URE TREATED WOOD 5. MINIMUM GONGRETE STRENG : 2500 P51 ® 28 DAY 4. BEARING AALLS AND BRACED WALL PANELS REOUIRE EXISTING ROOF EX15TIN42ROOF CONTINUOUS FOOTING. 5. FOR EXPANSIVE 501L :REFER TO LOCAL JURISDICTION REOUIMENT 6. AHER INTERIOR WALL ARE SHEAR WALL PANEL5,AALL FRAMING AND SHEATING SHALL EXTEND TO THE ROOF SHEATHING. ri —l. UNDER FLOOR AREAS SHALL BE VENTILATED BY APPROVED (N)KITCHEN MECHAN I GAL MEANS OR BY OPENING INTO THE UNDER —FLOOR AREA AALLS.SUCH OPENING SHALL HAVE A NET AREA OF NOT LE55 THAN 150F.FOR EACH 15050F. OF UNDER —HALL AREA. OPENINGS SHALL BE LOCATED AS CLOSE AS P0551BLF TO CORNERS AND PROVIDE CFZOSS VENTILATION. THE OPENING SHALL BE APPROXIMATELY EQUALLY DISTRIBUTED ALONG THE LENGTH OF AT LEAST 251DES.GORRO510N RES NAT. RAPE ME5HW/MINIMUM 1/4" OPENIN05.CD N 8. ENCLOSED ATTICS AND ENCLOSED RATER SPACES SHALL HAVE (N)i�IER GROSS VENTILATION FOE EA5H SEPARATE 5PACE.THE NET FREE (N) V-0" VENTILATING AREA SHALL NOT BE LESS THAN 1/I50 OF THE (N.) 4x4 SILL AREA OF THE SPACE VENTILATED.THE OPENING MAY BE 1/500 F.T. POST OF THE AREA PRO\/1 DED 50% OF THE OPENING AREA 15 PROV I DED A/ POST r AF AITH VENTILATORS IN THE UPPER PORTION AT LEAST 5'A50\/E THE EAVE OR CORNICE WITH THE BALANCE OF THE VENTILATORS = ,.r (TYP) PROV I DED E3"r EAVE OR CORNICE VENTS.PROV I DE BAFFLES TO _ PREVENT ATTIC INSULATION FROM BLOCKING EAVE VENTS (GBG1505.5) IS" TYP_ q. FOR STEM WALLS GREATER THAN 24"HIGH: REFER TO LOCAL JURISDICTION REQUIREMENTS. (PROVIDE #4 Q 18 "0.C. E .A.) NOTES: A. STUGGO SHALL BE PRO\/I DED WITH A CORROSION —RESISTANT WEEP SCREED. WALL SECTION: SLAB —ON —GRADE CONSTRUCTION OP OF ROOF �0N5T UGT ON F O�EGT. _ co I 2x ROOF RAFTERS W/ R-50 BATT. I NSUL. (N)r P 4 2X GE I L I NG JOISTS _ (N)EAVE _ MATCH I 2X SOLID BLOCKING EAVE A/ FRAMING ANCHOR EA. BLOCK T 00 DOUBLE TOP PLATE SHEET WHERE STUCCO 15 APPLIED METAL OVER PLY SHEATHING— (N)F.F. PROVIDE 2—LAYER5 GRADE 'D' PAPER UNDER LATH NAT. GRADE 0 (SEE NOTE #5 FOR EXPANSIVE SOILS) N ±=t=1— 1 G (N)ROOF COVERING TO BE COMPOSISIIH NGEE IMVESS,L'ASS 'A' TO MATCH WITH EXISTING OR NEW ROOF (SEE OWNER) Manuf.Eagle Roofing Product,Rialto,CA ICBO # ER-4660 I ---t r)-- TI6 '-_ (N)2XI0 RIDGE �N)R-50 INSULATION (TYP.) N)2X8 MI6"O.G. (N)BEDRM# 4 1'-6" 1'-6" (N) SEC-jTION�A SCALE (N)R-15 INSULATION (TYP.) !Em ■m .■ ■m (N)MA5TERBATHRM. 12 /4II EXISTING ROOF (N)BEDRM# 5 (N)ROOF COVERING TO BE COMPOSITION SHINGLE CLASS 'A' TO MATCH AITH EXISTING OR NEA ROOF (SEE CANER) Monuf.Eagle Roofing Product,Rialto,GA ICBO # ER-4660 - (N)2X6 R.R.4 16"O.G. IN5ULATI ON(TYP) (N)2X6 G.J.$ 16" O.G. (N)MA5TERBEDRM. 11 (N) 1 — 0� �(N) N)PIER N)FdRSE(f,,T O*N�E3 SALE o ,/4II 12 TOP OF ROOF (N)EAVE T MATCH A/EX 15T. EAVE N5ULA1 'TYP.) ,(N)F.F. 00 I to 0 N 2" SAND BED, 10 MIL FOUNDATION DIMENSIONS SHOWN BASED ON NON —EXPANSIVE SOILS #4 DOWELS g 24"OC, EXTEND 56" INTO SLAB (FOR TWO POUR) #4 BAR, TOP/ #4 BAR, BOTTOM (SEE NOTE #5 FOR EXPANSIVE SOILS) (N)JOIST HANGERS SIMPSON 2'X6"#HU214 (N)JOIST HANGERS SIMPSON 4'X6"#HU410 (N)2"X6"FL.J.016' O.C. (N)2"X6"LEDGER (N)2"X6"SILL N. 4X GIRDIR (N.) 4x4 SILL P.T. POST W/ POST CAP III El ea e _ a EXISTING & NEW FOOTING CONNECTION DETAILS NOTES: A. STUCCO SHALL BE PROVIDED KITH A CORROSION —RESISTANT IeNEEP SCREED. �-I WALL SECTION: SLAB —ON —GRADE CONSTRUCTION (NAX12 PLAA ® j4 OVER EXIST. ROOF 0 (E) (N) ENTRY PORCH BATH (E)STUCCO (TYP.) EXIST (3� C6. 00 z DRAWN TON"' CHECKED TON"r DATE 02-02-05 PERMIT NO. SCALE AS NOTED SHEET NO. A===4 OF 11 SHEETS FOUNDATION NOTES: 1.51-OPE FIN15H GRADE A MIN. OF No' TO A POINT 5FROM BUILDING FOUNDATION. 24,ONGRETE STRENGTH FOR FOUNDATIONS SHALL BE 2,500 P51 MINIMUM. 3.MINIMUM FOOTING REINFORCEMENT SHALL BE ONE #4 BAR -TOP AND ONE #4 BAR -BOTTOM. A) CONCRETE COMPPRE55IVE 5TRENG FOR FOUNDATION SHALL BE 2,500 P51 MINIMUM @ 28 DAY5.. B) MINIMUM FOOTING REINFORCEMENT SHALL BE ONE #4 BAR -TOP AND ONE #4 BAR -BOTTOM. G) MINIMUM ANCHOR BOLT SIZE AND 5PACIN6 SHALL BE 5/8" O AB @ �w OC., AITH 7" EMBEDMENT, AND 2-1/2" X 2-1/2" X 1/4" PLATE WASHERS. ANCHOR BOLTS SHALL BE LOCATED A MAXIMUM OF 12" AND 7" MINIMUM FROM THE END OF THE PLATE. (SEE PLAN 4 SHEAR HALL SGHED) MARK TYPE MIN. POST BOLTING MIN. EMBED SSTB BASE POST • HD-2A 4X4 1-5/8" o AB 2-5/vp M5 Ib" 557516 HD-5A 4X4 1-5/4"0 AB 2-3/4" 5D MB 20" SSTB 20 ® HD -SA 4X4 I- 7/8" AS 5-1/8" p MB 281; SSTB 28 NOTE: SEE I6/D-1 1. REFER TO SIMPSON STRONG -TIE CONNECTORS CURRENT EDITION. 2. 'HILTI' OR 'REQUAL SHALL BE USED FOR HOLDOAN TO EXISTING FOUNDATION, SEE DETAIL 1 3. I GBO# 5*708 -THAT HOLD-DOWN HARDAARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. FLOOR SHEATHING : @ RAISED FLOOR INDICATES 2X PLATE SILL PL OOD CDX, A/IOd @ b , 6 , IO O.G. N/5/8"XIO" A.B.® 6' O.G. 2-1/2"XI/4" SPAN RATING 32/24 PLATE AA5HER5 OR SEE SHEAR HALL 50HED. 18"X24" SCREENED ACCESS DOOR A/NEEP SGREED (2" ABOVE PAVED) 17 DOAEL TO (E) FOUNDATION @ EVERY 12 O.G. SPECIFY D-1 #4 @ 5" EMBEDED EPDXY TO EXISTING 12" FTo. 13 DC D-i H.D. 4X F®ST SEE PLAN — FLsYV�®®1;) FLOOR SHEATHIN6,Q 2X P.T. SILL PL. 0 2X F.,J. I 5/511 Cam/ EI- ®XY 'SET' A.L . L ARR # 252_7q 18"MIN . 10 ' I AL INSPECTION REO'D I GE3® I CG ER-52i1:� 12"MIN. 76<r: MIN. 4. (E)1 TG., G OF E30L.T � X I ST I NO FTC. 1. DOUBLE J015T5 ARE REQUIRED P41"41te 2. A" PrPef, &cfs AvvA oAer navy !;+mc't'4raf rom4lfwctlu S ad oot %iieo[ re ��ecesc,712,'1%fy -to Or wl'ry�rl 5. ALL 4X P05T SHALL HAVE 'PB5' OR 'GB' GOL I MN BASE, TYP. U.N.O. a 4 d enge# v A hem 4. HOLD -ROAN MUST BE SECURED. ,'n p(46`12 Pear +o f Af,�, ��sPe�fie>n 43'-0" 18'-9" 24'-3" (N)2'-6"X2'-6"X12" A SQ,FTG. W/4-#4 EV, SEE DETAIL - HD-2A j (TYP,) D-I SIMP50N PISS 4X4 POST (51LL) ' : ` . `• , .. OR SEE PLA (SEE PLAN) MIN. , _• '• r• CONCRETE ___ ___ 6' MIN. N T. GRADE : O O (N)4'CONC,SLAB W/#4 12 .'; . ^a••" 2X6 I O.G. REBAR @ 16' ❑/C E,W, MIN F . gTYP.l AND #4 DOWEL @ 24"4. tY (N)12"FTC_,.(TYP.) O/C EXTEND 36' INTO z 12 SLAB PAD FTC. D-I N (N)FAT1® COVER OR GONT. FTG.,SEE PLAN I6 � 2 �j > 4 HD-2A D-I ,TYP. T i( D-! L DEA L N a z z 2 "5 D p tu IS Q 6'_0„ o D-I Z z I M AS x a jI N)12"FTC.( PJ 6'-0' B zT 2x5TUD N)12"FT6.(TYP.) 2xP.T. SILL PLYWOOD 6 —Q 5EE PLAN45HEARAALL g I8I w w 18 M Ax . 5GHEDULE 2X6@I6"O.G. 1 R � Q X60I6"0.G. #4@12"O.G.@GL F.J. aTYP. W d fu "1 } @ cV Nb .J. gTYP. ®� SLAB X {`-Lu p (iQ dT X D. . a Q 2xb@ I "O.G. d° a a X X F.J. �iTYP. z ? 4 4 ° o ° ° ( TG.(TYPJ (N)12 "FTG.(TYP) "' =III=III=1 1=III=III=1 I I l„_I I I l l i III=1 ! 1=1 11=1 I III .' u Q d i 1=1 11=1 I I —I I I-1 11=1 11=1 I I� I E_ 1I'- I__ a ' ICI I� I I ° a ° . ° a III—I�T_I=1�T= MIN. �� (� z- X - COI d a o z z o O> _ I 11 N B _4 3, o Q I. Ln P. 18"X24" D-1 18"X24" #4 GONT. ME4.1, GRAAL GRAAL "STEP 12 T 4 50TT HOLE HOLE OWN {^~L HD-2A (E)�ARA&E F76.7.I DE A I d� HD-2A, SEE to to 1 g (E)FTC. TYP. 0 EXISTING FT . HALL (N)OFFICE (E}FT6. 5/4" 5TR I PLYWOOD 2x F.J.(sEE PLAN) WI loci 6, 6, 10„ O.G. (E)BEDRM. (E)GIRDER ()=)GIRDER (E)GIRDER E GIRDE G B.N. (E I A R [(E)FTC. ooro T BOTH SIDES 0 0 ROE4X GIRDE �1 00 4X C�IRDE 4X GIRDER (SEE PLAN) GRAWLSPAGE (E)GIRDER (E)CIRDER N z� A23 (5EE PLAN) 1/2", A.B. OR EO. GI D G D R 1a (E)L.IVINORRM. 2" MIN. &X6X2 PIER GA g, IV, SQ- (E)BEDRM # I F. w �, � MIN. (E)G I RDER (E) G I RDER )8�R E)GIRDER F GIRD R G D DETAIL B (E)FTG. ❑ ❑ INDICATES NEA FOUNDATION TO BE GON5IRUGTED 17' - 0" 16'- 0" INDICA7E5 EXISTING FOUNDATION TO REMAIN 33'-0" 10'-0" SI �ES---.. o INDICATES 2X PLATE SILL F � Es J �1 N/5/8"XIO" A.B.@ 6' O.G. 2-1/2"XI/4" PLATE AA5HER5 No.040368 �q ® INDICATES HOLDOAN 3 ^D UNDA7 LAN �PER HOLOAN SCHEDULE Exp. �l ci v \1 99 9 9 l/ �INDIGATE F.J. (FLOOR JOINT) OF'�� SCALE e 1 /4 1 0 DRAWN TONY CHECKED TON'r DATE 02-02-05 PERMIT NO. SCALE AS NOTED SHEET NO. A-5 OF 11 SHEETS N S _.,tn >NOOD BEA SIMP. PG _ ROOF PLY. PER PLAN 2-16D EASIDE, EA. R.R. 0 - o ° • A 55 ONLY TAKE OUT THE WOOD BLK'G BN• 5T 2115 O.G. KING POST 2x RAFTERS PER PLAN R. S.S.T. "A-55" , SIMF50N CC COLUMN PER PLAN PER PLAN GAP W/ M.B. PER Od 9 6"O.c. MANUFACTURER'S WOOD BEAM 2x 5L<(' _=-- © o R.B. WOOD BEAM ° EN' 2-2x FL PER PLAN EACH SAGE ° 0 SHEAR PANEL �2 6"O.CD 0 • SEE PLAN$ SGHED. 2X0.J. @ 0.C, I =___= WOOD POS I DBL. 2x TOP P1DETPER PLAN � SIMPSON ECG+ HW COLUMN CLOSED SOFFIT CAP W/ M.B. PER STUCCO OR PLY. SHEAR ° MANUFACTURER'S 2x STUDS ® I6"O.G. \u I I u t)C-1/- L—= ile SKYLIGHT FRAMING DETAI YL SDI ry NOT TO SCALE GENERAL NOTES: V�I�LL, I THE, S I DE, 6 USE REVISED PER PLAN D-IW/BLOGKIN&OEND 2XE3LOG I� 2 cv N (E)ROOF LINE (E)ROOF LINE FIRE BLOCK STUD WALL5 AND PARTITIONS ( INCLUDING FURRED 5PAGE5 )AT FLOOR,GEILIN&,5TAIRWA'( FRAMIN&,50FFIT,AND AT MID-HEI&HT OF WALL5 OVER 10 FEET IN HE I &HT.(-7Oa.2.1) " THE USE OF ROLLED STEEL SECTIONS, BOLTS AND/OR REBAR MANUFACTURED OUTSIDE THE UNITED 5TATE5 WILL REQUIRE VERIFICATION THAT THE PRODUCTS COMPLY WITH APPLICABLE ASTM 5TANDARD5.MILL 0ERTIFIGA7E5 WILL BE REQUIRED FOR ALL 57EEL.5TEEL GRADE5 OTHER THAN A5TM-A56 WILL REQUIRE TE57IN6 BY APPROVED LAABORATORY.ALL FOREIGN BOLTS MUST BE APPROVED BY THE CITY BUILDING AND SAFETY DEPARTMENT PRIOR TO THEIR U5E." ROOF DIAPHRAGM NAILING 15 TO BE INSPECTED BEFORE GOVERIN&.FACE &RAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS WITH 5HEET5 5TA&&ERED. NOTGHIN& OF EXTERIOR AND BEARIN&/NONBEARIN& WALL5 5HALL NOT EXCEED 25961/40 % RESPECTIVELY. BORED HOLES IN 5EARIN6/NON5EARIN6 WALL5 SHALL NOT EXCEED 40 %/&0% RESPECTIVELY. (2520.I I.Q$10) PSL NOTE: -PSL is rnanufactured lurnber with/LARR # 240-70 A/E=2.OXIO PSI, Eb=21:400 PSI and EV=2q0 PSI s¢- Indicates 'SIMPSON` ST. 6236 @ ea. end aF shear wall. LL I '* "'0 4'��LAN f;;; FIZZAM' N WOOD POS PER PLAN -(N)4X6 POST W/(EGG+HW)(gTOP PBScn BOT. 4X4 POST /2" STR. I PLYWOOD 12" LAP MIN. A-55 16" O.G. OR SEE SHEAR WALL SGHED, 2X STUDS—` IS 0 2X BLK'6 WALL 5HEATHIN& SEE SHEAR WALL 5GH1=D. &PLAN �- SIMPSON EGG+ HW COLUMN. D-I GAP W/ M.B. PER MANUFACTURER'S 7 IN7ERIOR SHEAR r'A$ALL STRUCTURAL 05SERVATION THE STRUCTUAL OBSERVER SHALL PERFORM SITE VISITS AT THOSE STEPS IN THE PROGRESS, OF THE WORK THAT ALLOW FOR CORRECTION OF DEFIGIENGIES WITHOUT SUBSTANTIAL EFFORT OR UNGOVERINS OF THE WORK INVOLVED. AT A MINIMUM. THE FOLLOWING 51&NIFIGANT CONSTRUCTION STAGE5 REOUIRE A SITE V151T AND AN OBSERVATION REPORT FROM THE STRUGURAL OBSERVER: GON5TRUCTION 5TA&E5: FOOTING EXCAVATION ELEMENT5/CONNECTION5 TO BE OBSERVED: GRADE BEAM, FOOTING PADS REBAR SIZE $ LOCATION HOLDOWN $ SHEAR PLATES W/EGG® TOP. ROOF $ FLOOR FRAMING DRAG STRUT CONNECTIONS, PLYWOOD NAILING PB5® BOT. PLYWOOD 5HEARWALL PLYWOOD GRADE, NAILING AND HOLDOWNS o SHEAR BALL SCHEDULE WALL: SILL PLATE CONN. TOP FL CONN SHEAR PANEL MARK ALL EDGES BLOCKED U.N.O_ (10" LONG A.B.) #1 OR #2 CAPACITY (#/FT) FACE OF WALL APPLIED MATERIAL THI0KNE55 NAIL 51ZE DIAMETER MAX. PRESSURE SIMP50N ?5% (IN) 4 SPACING (I N) SPACING BLOGK>_D 16d 5PAC. 'A 35' GAPAG I TY GAPAG I TY 5PAGING UNBLOCKED I 5/a" 4'-O" 2" 4'_0" ___ _-- 66 g 4" 1 5/a" 3'-O" 6 2'-6" --- " 5/a" 66 @ 4" 2 5/a" 3'-6" 4' I' -loll _-_ " 5/5" 66 4" 2 ✓/8" 2'-6" — I'-4" STUCCO "t/a° No.uGa.l3" LONG YV/�"� I 5/8"3/a 4'-O" 5" 2'-O" CIO -`- HEA17®6",6" ,6 ° A\ STR. # 1 15/52" ad@6-6-12 I 5/8"sia 4'_O" 3" I'-8" 250 210 A 15/52" 56P4-4-12 1 5/a"sia 2'-D' JA& I'-0" 450 523 ® 6" " 15/32" Sd®3-3-12 I 518"3ia 1'-a" a"5/e x 6" loll 550 415 LAG ® 6" " 15/52" ad®6-6-12 2 5/8"3ia 21--0" a°g/a x 6" 10" 560 420 LAG ® 6" NOTE: * COMMON NAILS SHALL BE USED. --- Indir-ates 'SIMPSON" 576236 ® ea. end of shear wall- TYF. U.N.O (N) ROOF 5HEATHIN&: 1/2" PLYWOOD GDX, W/ ad ®6",6°',12" ox- /span rating 24/0 GALVANIZED SHEET METAL (2a SAU6E MIN.) ROOF VALLEY FLASHING 15 REQUIRED. FLOOR 5HEA7HIN6 : a RAISED FLOOR i P OOD GDX, W/IOd a 6", 60, 10" O.G. LEGEND: $ SPAN RATING 52/24 X INDICATES 4X4 POST, T'rP. U.N.O. I (E) WALL TO REM INDICATE PLUMIN& AAL NOTE: I NOTCHIN& OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT EXCEED 2596/40% RESPECTIVELY. BORED HOLES IN BEARIN&/NONBEARUN& WALL SHALL NO CA5E 5HALL THE EDGE OF THE BORED HOLES BE NEARER THAN 5/a INCH TO THE ED&E OF THE STUD. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOW5 ARE TO BE SHOW WITH FULL LEN&TH TRIMER5, 5PEGIFYIN& THE 51ZE OF THE HEADER ANDTRIMMER. * * I.) SX FOUNDATION SILL PLATES. 2.) 3X 5TUD5 AND BLOGK5 BETWEEN ADJAGENT PANAL5. 5.) 1/2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILLIN(5, 4.) STAGGER NAILS IF NAIL 5PAGIN6, 15 LESS THAN 2" O.G. Ex;a 3 -G7 JF r DRAWN TONY CHECKED TON'-' DATE 02-14-05 PERMIT NO. SCALE AS, NOTED SHEET NO. [A�6 OF 11 SHEETS D ELETRICAL SYMBOL SYMBOL DESCRIPTION f 6g— TOGGLE SWITCH SILENT TYPE 1�3 THREE WAY TOGGLE SWITCH SILENT TYPE �w•P. WATHER PROOF TOGGLE SWITCH SILENT TYPE 11OV. DOUBLE CONVENLENCE OUTLET P 11OV. DOUBLE CONVENLENCE OUTLET —WATER PROOF 11OV. DOUBLE CONVENLENCE OUTLET —ONE SIDE SWITCHED °V. 220V. OUTLET DBL PHASE 11OV. DOUBLE CONVENLENCE OUTLET —FLOOR MOUNTED 11OV. DOUBLE CONVENLENCE OUTLET —CEILING MOUNT N TELEPHONE JACK } INCANDESCENT LIGHT —WALL MOUNTED INCANDESCENT LIGHT— CEILING MOUNTED P"G INCANDESCENT LIGHT—SWITHED BY PULL CHAIN INCANDESCENT LIGHT —RECESSED IN CEILING INCANDESCENT LIGHT& ELECTRIC HEATER COMB. UNIT QH ELECTRIC HEATER CEELING MOUNTED ELECTRIC FAN-5 MIN. AIR CHANGE 0 GARBAGE DISPOSAL UNDEER SINK p ELECTRIC PANEL W/CBS INCANDESCENT LIGHT—REC.IN CEILING ON TIME CLOCK �— KEY KEY SWITCH FOR FUEL GAS OUTLET f — 4- RG FUEL GAS OUTLET ® FAu FORCED AIR UNIT ® WATER HEATER ® GAS METER SMOKE DETECTER.( APPROVED) I—HAHOSE BIBB F7� WATER METER Rws REFRIGARATOR WATER SERVICE SHOWER FIXTURE -- COLD WATER --- HOT WATER LOW VOLTAG CABLE EXIT SPOT LIGHTS FLUORESCENT LIGHT UNDERGROUND GROUND EL. CABLE FLAN E L E T `�< SCALE /4 ELEY 1 RI C.,AL NOTE: A) NON-METTALIC SHEATHED CABLE 15 NOT ALLOED B) RECEPTACLES I. RECEPTACLES SHALL BE INSTALLED 50 THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE 15 MORE THAN 6 Ft.FROM AN OUTLET,INCLUDING ANY HALL SPACE ZFt.WIDE OR GREATER. 2. IN KITCHENS AND DINING ROOM5,00UNTER 51-ACE RECEPTACLS SHALL BE INSTALLED: -AT EACH HALL COUNTER SPACE THAT 15 12" OR GREATER; -NO MORE THAN 48"OC.; -ON ISLAND COUNTER 5PACEA (ONE RECEPTACLE MIN); -ON PENINSULAR COUNTER 5PACEA (ONE RECEPTACLE MIN.); -NOT MORE THAN IS"ABOVE THE COUNTERTOP 5. IN 5ATHROOM5,AT LEAST ONE WALL RECEPTACLE SHALL BE WITHIN 36"OF EACH BASIN. 4. IN LOUNDRY ROOM,AT LEAST ONE RECEPTACLE SHALL BE PROVIDED, 5. IN GARAGES,AT LEA5T ONE RECEPTACLE SHALL BE PROVIDED. b. IN HALLWAYS OF 10 Ft.OR MORE IN LEN(STHAT LEAST ONE RECEPTACLE SHALL BE PROVIDED. C) ARC -FAULT CIRCUIT INTERRUPTER BRANCH CIRCUITS THAT 5UPPLY DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY ARC-FOULT CIRCUIT INTERRUPTERS. D) GROUND -FAULT CIRCUIT INTERRUPTER GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION SHALL BE INSTALLED IN: -BATHROOM; -6ARAGE5 AND ACCE55ORY BUILDING; -AT ALL EXTERIOR LOCATION; -IN CRAWL SPACES -KI TCHEN5;AND -AITHIN bFt.OF WET BAR SINKS. E) ENERGY I. ALL GENERAL LIGHTING IN KITCHENS SHALL BE FLUORESCENT (40 LUMENS PER AATT).LIGHTING SHALL: -PROVIDE A UNIFORM PATTERN OF LIGHTING,AND A LIGHT LEVEL SUFFICIENT FOR PERFORMING BASIC KITCHEN TA5K5; -BE CONTROLLED ON A READILY ACCESSIBLE SAIT(:,H AT AN ENTRANCE TO THE KITCHEN; -NOT CONTAIN MEDIUM -BASE INCANDESCENT LAMP 5OCKET5. 2. ALL BATHROOMS CONTAINING A SHOWER OR BATHTUB SHALL HAVE FLUORESCENT LIGH7ING(4OLUMEN PER AATT). F) LIGHTING 5WITCHED LIGHTING SHALL BE INSTALLED: -IN ALL HABITABLE ROOMS AND IN BATHROOMS; -IN HALLWAYS AND 5TAIRAAY5; -IN GARA6E5; -AT ALL OUTDOOR ENTRANCES AND EXITS G) FANS IN BATHROOM5 CONTAINING TUBS OR SHOWERS: 1. A FAN CAPABLE OF PROVIDING ✓ AIR CHANGES PER HOUR SHALL BE INSTALLED AHEN EXTERIOR OPENIN65 FOR NATURAL VENTILATION ARE PROVIDED; 2. A FAN CAPABLE OF PROVIDING 7.5 AIR CHANGES PER HOUR SHALL BE INSTALLED WHEN NO EXTERIOR OPENINC75 FOR NATURAL VENTILATION ARE PROVIDED; k �S �z SON stn E •r " C" z O } u) li < Q— r >r— LliC * z Z UA Z °i Lll z o 0) _. n L v z Ul I— —� �L zLLI _y z o �- u LLJ LLJ Lu DRAWN TONY CHECKED TONY DATE 02-01-05 PERMIT NO. SCALE A5 NOTED SHEET NO. E:== OF 11 SHEETS ENSINEED N6 DETAIL All Drowings, Specifications and other work product of the Engineer for this Project are instruments of service for this Project only and shall remain the property of the Engineer whether the Project is completed or not. Reuse of any of the instruments of service of the Engineer by the Owner on extensions of the Project or on any other Project without the written permission of the Engineer shall be at the Owner's risk and the Owner agrees to defend, indemnify and hold harmless the Engineer from all claims, damages, and expenses including attorneys' fees arising out of such unauthorized reuse of the Engineer's instruments of service by the Owner or by others acting through the Owner. N01, \\ •I. I. The General Contractor shall verify all dimensions and site conditions before starting work. The Architect or Engineer shall be notified of any discrepancy. 2. Notes and details on drawings shall take precedence over these general notes. 3. All material and workmanship shall conform to the Uniform Building rode, latest edition. 4. The Engineer has not considered vibration effects of mechanical equipment. 5. The Engineer has not designed concrete slab on grade. 6. It shall be the responsibility of the Contractor to locate all existing utilities whether shown hereon or not and to protect them from damage. The Contractor shall bear all expense of repair or replacement in conjunction wlth the prosecution of this work. 7. The contractor shall be responsible for the safety of the building during construction and shall provide adequate shoring, bracing and guys during construction. Safety and bracing requirements shall be in accordance with all national, state and local safety ordinances. 8. In all cases where a conflict may occur, such as between items covered in specifications and notes on the drawings or between general notes and specific details, the architect shall be notified and he will interpret the intent of the contract documents. 4. More construction materials are temporarily stored on roof or floor framing, they shall be distributed so that the loads do not exceed the design load. 10. The Contract Drawings and Specifications represent the finished structure. Unless otherwise shown, they do not indicate the method of construction. The Contractor shall supervise and direct the work and he shall be solely responsible for all construction means, methods, techniques, sequences and procedures. Observation visits to the site by field representatives of the Engineer shall not include Inspections of the protective measures or the construction procedures required for it. Any support services performed by the Engineer during construction shall be distinguished from continuous and detailed inspection services, which are furnished by others. These support services performed by the Engineer, whether of material or work, and whether performed prior to, during, or after completion of construction are performed solely for the purpose of assisting in quality control and in achieving conformance with Contract Drawings and Specifications, but they do not guarantee Contractor's performance and shall not be construed as supervision of construction. 11. See Architectural Drawings for the following: Size and location of all door and window openings, except as noted. Size and location of interior and exterior non -bearing partitions. Size and location of all concrete curbs, floor drains slopes, depressed areas, changes in level, chamfers, grooves, inserts, etc. Size and location of all floor and roof openings except as shown. Floor and roof finishes. Stair framing and details (except as shown). Dimenslons not shown on Structural Drawings_ 12. See Mechanical, Plumbing, and Electrical drawings for the following: Pipe runs, sleeves, hangers, trenches, wall and slab openings, etc. (except as shown or noted). Electric conduit runs, boxes, outlets in walls and slabs. Concrete inserts for electrical, mechanical or plumbing fixtures. Size and, location of machine or equipment bases, anchor bolts For motor mounts. 15. Contractor shall investigate site during clearing and earthwork operations for filled excavations or buried structures such as cesspools, cisterns, foundations, etc. If any such structures are found, Engineer shall be notified immediately. 14. Openings, pockets, etc. larger than 6 inches shall not be placed in concrete slabs, deck beams, joists, columns, walls etc., unless specifically detailed on the Structural Drowings. Notify the Engineer when drawings by others show openings, pockets, etc. larger than 6 Inches not shown on the Structural Drawings, but which are located in structural members. 15. Design, materials, equipment, and products other than those indicated on the Drawings may be considered for use, provided prior approval is obtained from the Owner, Engineer, and the applicable governing code authority. 16. All retaining walls shall be adequately shored during back Filling. DE515N CRITERIA I. BUILDING CODE: ALL WORK SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE LATEST EDITION OF THE UNIFORM BUILDING CODES INCLUDING LOCAL BUILDING OFFICIAL AMENDMENTS_ 2. VERTICAL LOADS - (UNLE55 OTHERAISE NOTED ON DRAWINGS) LIVE LOAD DEAD LOAD SLOPED ROOF (4:12 MINIMUM) 16 PSF 10 P5F BALCONY 60 PSF 15 P5F FLOOR 40 PSF 15 F5F 5TAIRAAY 100 PSF 15 F5F 3. LATERAL LOADS WIND ?5 MPH BASIC WIND, EXPOSURE B SEISMIC, ZONE 4 /AII wIlI W' I. AIi structural lumber shall be Douglas Fir of the following grades, conforming to Standard 6rading Rules for West Coast Lumber, No. 16, unless noted otherwise. 2x rafters and joists...............................................................No. 2 4x beams and headers............................................................No. I 6x beams and stringers...........................................................No. I Laminatedbeams.....................................................................24F-V3 Postsand timber......................................................................No. 1 2x4stud...................................................................................Gonst. Grade. 2. Plywood for roof shooting shall be GDX. Use exterior type, min_ G-G grade, where plywood is exposed to weather. Plywood for floor sheeting shall be GDX. All plywood shall be glued with exterior type glue. All plywood shall conform to U.S. Product Standards PS 1-45. U.N.O. SEE PLAN 8. A registered stamp or brand of the Douglas Fir Plywood Association shall Identify each sheet of plywood. 4. Top plate of all stud walls shall be 2 pieces the some size as studs. Splices to lap 4'-O' minimum and be nailed with I6d minimum each side of joint. 5. Edges of all openings through the roof shall be nailed per boundary of plywood diaphragm nailing requirements. 6. Joist hangers and other connectors shall be Simpson types. -7. Bolt holes in wood shall be 1/32" to 1/16"larger than the normal bolt diameter. Ail bolts shall have standard cut washer under head and nut unless otherwise noted. 8. All bolts shall be retightened prior to the application of sheeting, plaster, etc. 4. Provide Ixb diagonal let -in bracing (at approx. 45 degree) every 25'-0' maximum in all stud walls not plywood sheathed. Bracing shall run continuous from sill plate to top plate. Nail with 2-6d per stud and 5-5d each end to plates. Ia. Provide fire stops at all intersections of stud walls at floor, telling, and roof. Fire stops shall be 2x nominal thickness of wood and shall be the full width of the enclosed space. Place fire stops at a maximum spacing of 8'-0" in the vertical direction. Provide 2x fire stops in ail furred spaces, vertical and horizontal, and at the some lines as fire stops in adjacent stud walls. II. Provide 2x solid blocking between joists and rafters at all supports. Blocking shall be one piece and the full depth of the joist or rafter. 12. Ail stud partitions or wails over 10-ft. height shall have 2x bridging, same width as the stud, preferably at mid -height but not to exceed intervals of 8 ft. 15. Do not notch joists, rafters or beams, except More shown in details. Obtain Engineer's approval for any holes or notches not detailed. Holes through Sills, plates, studs, and double plates in interior bearing and shear walls shall not exceed 1/5 the plate width. Use bored holes located in the center of the stud or plate. 14. Gross bridging shall be provided at 8'-0"O.G. maximum for all joists and rafters more than 8"deep. 15. Provide double joists under partitions, which are parallel to the joists. 16. All sills or plates resting on concrete or masonry shall be pressure treated Douglas Fir. Bolts shall be placed 4 inches from the and of a plate, or from a notch greater than 1/2 the width of a plate, and spaced at intervals noted. 17. Nailed connection shall conform to the minimum nailing schedule below, except as otherwise noted_ All nails shall be common nails. If driving of nails causes splitting, holes for the nails shall be sub -drilled. LUNBER NAILING 50HEDULF CONNEGTI ON NAILING I. POSW TO PIER PAPfRAMED FLOOR) TOE NAIL 4-I66 OR (5-6d 2. 91RDER, TO POSTfRAISED FLOOR) TOE NAIL 4-166 OR 6-8d 3. J015T TO SILL OR GIRDER(RAl5ED FLOOR) TOE NAIL 3-Sd 4. BRIDSING TO J015T TOE NAIL EACH END 2-bd 5 J015T5 TO BLOCKING, END NAIL 2-I66 TOP AND BOTTOM OF EACH J015T 6. RIM JOIST TO JOISTS, END NAIL 2-16d TOP AND BOTTOM OF EACH J015T 9. 1 RIM JOIST TO SILL, TOE NAIL I6d®12"O.G. 6. RIM JOIST TO TOP PLATE TOE NAIL Sd®6" O.G. 4. FLOOR JOIST LAP eBEARIN6 FACE NAIL 3-16d 101%6"OR NARROWER SUBFLOOR SHEATHING TO EACH JOIST, FACE NAIL 2-8d II. NIVER THAN I"X6"SUBFLOOR SHEATHING TO EACH JOIST, FADE NAIL 3-8d 12. 2"5U5FLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 3-I6d 13. OLE PLATE TO JO15T OR BLOCKING, FACE NAIL I6d®I6"O.G. 14. TOP PLATE TO STUD, END NAIL 3-I6d 15. 57UD TO 50LE PLATE, 3-I6d END NAILOR 4-8D TOE NAIL 16. DOUBLED STUDS, FAGS NAIL I bdo l b "O.G. 1-1. DOUBLE TOP PLATES FACE NAIL I6dalb"O.G. Ia. 1701P PLATESLAP5 AND INTER5EGTION5, FACE NAIL 3-I6d M. GON7INUE5 HEADERTAO PIECES SET ON EDGE Ibd*12" O.G. ALONG EACH EDGE 20. CEILING JOIST TO PLATE, TOE NAIL 3-Sd 21. CONTINUOU5 HEADER TO STUD, TOE NAIL 4-8d 22. EILING JOIST LAP OVER PARTITIONS FACE NAIL 4-I6d 23. EILIN6 JOIST TO PRALLEL RAFTER, FACE NAIL 4-I6d 24. RAFTER TO RIDGE 3-Sd 25. RAFTER TIE5,2" LUMBER FACE NAIL 4-I6d 26. RAFTER TIES,I" LUMBER, FAGS NAIL 5-Sd 21. RAFTER TO PLATE TOE NAIL 5-8d 28. "X8" OR NARROWER 5HEATiN6 TO EACH BEARING, FACE NAIL 2-6d 24. BUILT-UP CORNER STUDS, I6do4" O_G. 18. All posts shall have connections at top -and bottoms, which shall be Simpson "GB", or "BC HALF BASE" unless specifically detailed otherwise. 14. Wood framing members: Grade and species of all lumber "must be grade marked". 20. Bearing wall studs cannot be notched more than 25% of thler width. Board holes cannot have a diameter greater than 40% of the stud width. 21. Solid blocking shall be provided at all horizontal joints occurring in braced wall panels. OLUED LAB 1NTED LU5ER I. All fabrication and workmanship shall be in conformance with the current edition of the Standard Specifications for Structural 6lued Laminated Douglas Fir (Coast Region) Lumber by the West Coast Lumberman's Association and the current edition Of Timber Construction. 75 6X6X5/16 2. All glued laminated members shall be Douglas Fir Comb. 24 F-V3.(Fb-2,400,psi, Fv-165 psi, E=1800000 psi) industrial appearance with exterior glue unless otherwise noted. 3. Finish of the members shall be Industrial Appearance Grade in conformance with the Standard Appearance Grades of the A.I.T.G. 4. Manufacturer shall submit complete drawings to the Architect for approval prior to any fabrication and shall submit Certificates of Compliance for each member in accordance with the Uniform Building Code. 5. Glue Lam Beams must be. fabricated in LA City Bldg. Dept. Licenced shop. FOUNDATIONS I. Foundations shall be of the size and type as indicated on the drawings. 2. The foundation designed is based on the recommendations contained in the soil report, No_______________ dated_________ and prepared by ------ -__ AND A5500IATE5, INC. 3. All the recommendations contained in the above mentioned report are part of these specifications and soils report to be approved by the grading department. 4. Site preparation shall be as per soil engineer's recommendations. 5. The soil engineer shall inspect all footing pads before the concrete is poured. 6. All excavating fill soil and disturbed natural soils are to be excavated and replaced with properly compacted Fill. All filling, back filling, re -compaction, etc., Is to be accompanied only under the supervision of a Soils Engineer. rt. All excavations are to be inspected and approved by a Soils Engineer prior to the placement of any fill or reinforcing steel. 8. Footings are to be carried a minimum of 12" into firm undisturbed natural soil or approved compacted -fill. 4. Design bearing pressure is 1000 psf in undisturbed natural soil. A 55% increase for seismic or wind loading is permitted. 10. Design lateral bearing pressure is 100 psf./ft with a 55% increase for seismic or winds loading for compacted fill and bedrock, respectively. 11. Contractor to provide for de -watering of excavations from either surface water, ground water or seepage. 12. All excavations shall be properly back filled. Do not place backfill behind retaining walls before concrete has attained full design strength. Contractor shall brace or protect all building and pit walls below grade from lateral loads until attaching floors are completely in place and have attained full strength. Contractor shall provide for design, permits and installation of such bracing. 15. All abandoned footings, utilities, etc., that interfere with new construction shall be removed. New footings must extend into undisturbed soils. R NFOR(f_,,,,IN(5 STEEL 1. All reinforcing steel shall be grade 60 In accordance with ASTM A615 unless otherwise noted. 2. Welding of reinforcing steel shall conform to AW5 DI2-1 using proper low hydrogen electrodes. 3. Lap all bars a minimum of 36 bar diameters. (21-00 min.) at all splices unless noted otherwise. 4. Reinforcing shall be spliced Only as shown or noted. The Engineer shall approve splices at other locations. 5. Splices of horizontal rebare in walls and footings shall be staggered 4'-0' minimum unless otherwise noted. 6. Provide dowels in footings and/or grade beams the same size and number as vertical wall or column reinforcing. Dowels shall have a minimum projection equal to standard lap splice unless otherwise noted. 'T. All reinforcing, anchor bolts, and other inserts shall be secured in place prior to placing concrete or grouting masonry. 8. Provide the following minimum protective covering of concrete: Slab on earth center of slab Below grade (unformed)................................8"clear Below grade (formed)....................................2"clear Walls............................................................I"clear Columns......................................................1.5"clear Beams and girders.........................................I.S"clear Structural Slab (above grade) .......................5/4" clear 4. #5 or larger reinforcing bars shall not be re -bent without approval of Engineer. 10. Welded wire fabric shall conform to A.5.T.M. A-185. 11. All reinforcing bar bends shall be made cold. �0N�RETE I. The minimum ultimate compressive strength at 28 days shall be 2500 psi. and 5000psi for garde beams, piles and retaining walls. 2. Ali cement used shall conform to A.5.T.M. C-150 3. Fine and coarse aggregate shall conform to A.5.T.M. 0-55. 4. All -concrete unless otherwise noted on plans will be regular weight hard rock type (150 Ib./cu.Ft.) aggregate shall conform to A.5.T.M. 0-53 with proven shrinkage characteristics of less than .04% as per A.5.T.M. 0-167. 5. Maximum slump of concrete used in Floor slab at flat work shall be three (39 inches. 6. Vibration: vibration of concrete shall be in accordance with general provision outlined in Portland cement association specifications ST26. -7. Curing: concrete shall be maintained in moist condition for a minimum of five (5) days after its placement. Approved curing compound may be used in lieu of moist curing. 8. Strength test of concrete shall be required as per code and outlined in specification report shall be forwarded to the structural engineer. 4. Anchor bolts, dowels, insert, etc. shall be securely tied in place prior to pouring concrete. 10. The Engineer must approve location of construction or pour joints. II. Pipes or ducts exceeding one third the slab, or wall thickness shall not be placed in structural concrete unless specifically detailed. See mechanical and/or electrical drawings for location of sleeves, accessories etc. 12. Pipes may pass through structural concrete in sleeves, but shall not be embedded therein. 15. Provide 5/4 inch chambers at all exposed corners 14. Refer to Architectural Drawings for molds, grooves, ornaments, clips, or grounds required to be cast in concrete, and for locations of floor finished and slab depressions. 15. Continuous inspection by a deputy inspector is required for all concrete designed with f'c greater than 2500 psi. ST UC,,TURAL STEEL I. Structural steel shall conform to standard specifications for structural steel for bridges and, buildings A.5.7.M. A-36. 2. Fabrication and erection shall comply with the latest A.I.S.G. specifications. S. All bolts for steel members shall conform to A.S.T.M. A-301 unless otherwise noted. 4. A hi -tensile bolt, where indicated on the plans or details shall be the friction type and there shol I be no paint, all, lacquer or galvanizing between the contact surfaces. Hi -tensile bolts shall conform to A.5.T.M. A-525 or A.5.T.M. A-44O. S. Pipe columns shall conform to A.S.T.M. A-55-B Fy=56K5i 6. Tube columns shall conform to A.5.T.M. A-500 grade B. Fy=46KSi 1. All welding is to comply with A.W.S. specifications and is to be done by welders must be certified by the SANTA ANA City building Dept. All welding will be done by electric arc process and shall be performed with approved electrodes as required per the A.I.S.G. specification. Welds are designed at full stress and must be done in the shop of a license fabricator, except where otherwise noted on plans. Continuous inspection is required for field weld. 8. Where finish in attached to structural steel provide ?" bolt holes at 4'-O"o.c. For attachment of nailers. See Architectural Drawings for finishes. 4. All fields welding shall have continuous inspection. 10. All structural steel shall be fabricated and erected by licensed fabricator approved by building department and in conformance with the A.1.5.C. specifications for fabrication (erection of structural steel) including light gauge welding. 11. Contractor shall be responsible for any and all temporary bracing. 12. Shop drawings shall be submitted to Engineer and Approved prior to fabrication. 13. All grout under steel bearing plates shall be solid dry pack or non -shrink grout placed as directed by the manufacturer. 1. All concrete block shall conform to ASTM 040, 6rade M. All brick masonry shall conform to A5TM V2, 6rade MA. f'm >1500psi. 2. Lap all bars a minimum of 40 bar diams. (24"min.) at splices unless noted otherwise. S. All masonry shall be reinforced grouted masonry. Grout solid all cells which contains rebar, bolts, etc. Grout cells below grade. In the case of brick walls grout the 2" chase solid. 4. Splices of horizontal rebar in walls shall be staggered. 5. Dowels for walls and columns shall be the some size and spacing as the wall or column reinforcement and shall lap wlth wall or column rebar at noted above. 6. All reinforcement, bolts, etc, shall have minimum grout coverage of 5/4". '7. Mortar shall be Type 'S' and attain a minimum compressive strength at 20 days of 1&00 psi and mixed in the proportions of I part Portland Cement to 1/2 to 1/4 part lime putty to 2-1/4 to 3 times the sum of the cement plus lime putty parts of sand. 8. Grout shall attain a minimum strength of 2000 psi, at 28 days ,and shall be mixed in proportions of I part Portland Cement to 1/10 Part lime putty to 2 to 3 parts sand to a maximum of 2 parts gravel. 4. Non -expansive fill should be used in back filling behind walls. All retaining walls shall be adequately shored during the back fill operation. 10. Cement, rebar, etc. shall be per Concrete Section unless otherwise noted. Iwo 11. Aggregates for mortar and grout shall be natural sand and .rock conforming to C-144 and 0-404. No. 040368 y DRAWN TON"' CHECKED T0N"r DATE 02-02-05 PERMIT NO. SCALE AS NOTED SHEET NO. 5 1 OF 11 SHEETS ROOF PLY. PER PLAN A 35 ONLY TAKE OUT THE WOOD BLK'& S.S.T. "A-35" 2x RAFTERS PER PLAN @ 16"o.c. �8d @ 6 o.c. 2x BLK'G o ° 16d @ 8"o.c. EACH FACE 2XC.J. @16" O.C. DBL. 2x TOP PLT. CLOSED SOFFIT STUCCO OR PLY. SHEAR 2x STUDS @ 16"o.c. WALL, EITHER SIDE, PER PLAN SHEAR TRANSFER @ ROOF NOT TO SCALE ROOF SHEATHING BOUNDARY NAIL- 1 /2" CLR. PLY. ROOF SHEATHING XBL❑CK SKYLIGHT FRAMING DETAIL NOT TO SCALE BOUNDARY NAIL L-RAFT.% "--EDGE NAILING 16d @ 12"o.c. "A-35"'s RAFTERS @16"0. c. 2x STUD WALL BL. TOP PLT. SHEARWALL PER PLAN INTERIOR OR EXTERIOR R.R. PAR. TO SHEAR WALL NOT TO SCALE (N)2"X6"FL.J.@16' O.C. (N)2"X6"LEDGER (N)JOIST HANGERS SIMPSON 4'X6"#HU410 (N)2"X6"SILL (N.) 4X GIRDIR Oil 12" (N.) 4x4 SILL P.T. POST MIN. MIN.W/ POST CAP = MIN.I— I I 1211 M11 5EE PLAN I N. 12" EDGE NAILING SHEARWALL a PER PLAN 'S ROOF FI nnR BOUNDARY NAILING 8d @ 6" 10d @ 2-1 2" EDGE NAILING 8d @ 6" 1Od @ 4" INTERMEDIATE NAILING 8d @ 12" 1Od @ 10" 2x4 FLAT BLOCK THROUGHOUT / NO NO ROOF SHEATHING SHALL BE 1 /2" PLY. (UNLESS NOTED OTHERWISE) FLOOR SHEATHING SHALL BE 5/8" T&G PLYWD. DTYP. PLY. LAYOUT 8c NA LING NOT TO SCALE RAISED PIER N T. & EXT. FOOTING 11 NOT TO SCALE 4X POST H.D. 2X P.T. SILL PL. SEE PLAN 5/b" q EPDXY 'SET' A.B. n. LARK # 25271 i SPECIAL INSPECTION REO'D 10" 12" MIN. MI N. 6 MIN. It— OF BOLT HOEDOWN SCHEDULE HOEDOWN MARK BOLTS "A" SSTB A.BOLTS NO. 8c SIZE SIZE Id -IN. HD2A 2-5/8" 0 5/8"0 16" HD5A 2-3/4" 0 3/4" 0 20" HDBA 3-7/8" 0 7/8" 0 2B" HD10A 4-7/8" 0 7/8" 0 28" V STUD PER PLAN STUD BOLTS "A" PER SIMPSO SIMPSON HD (LARR.# 24818) SPECIFICATIONS f HOI DOWN AP 2.5" X 2.5" SQ WASHER SILL PL. FLOOR LINE SILL BOLT 5/8" 0 SEE @ 4'-0" O.C. MIN. M.F.R. U.N.O. Q IT SIMPSON SSTB A.B. (LARR.# 25248 40 9" MAX PER PLAN HOLD-DOWN @ EXISTING FTG. 15 HOLDOWN DETAIL NOT TO SCALE 17RFR-02 NOT TO SCALE RIDGE BD. (N)2X @16"OC (SEE PLAN) (SEE PLAN) SIMPSON ST6236 PLYWOOD @48"OC RIDGE BD.7 (SEE PLAN) _U 28 CONNECTION R, R. & RIDGE NOT TO SCALE EQ EQ 7L EQ........... EQ 7JINOT TO SCALE 2x STUDS PER PLAN 2x PLT. SHEATHING PER PLAN S.S.T. "A-35" @ 32"o.c. A.B.'s PER PLAN (@ BEARING OR SHEAR WALLS) 2x F.J.'s PER PLAN z CRAWLSPACE 00 6" MIN.— g 2#4 BAR CONT. T & PER PLAN POURED CONC. FTG. 12 MIN. SIMPSON STRAP AS SPECIFIED. SEE TABLE FOR REQUIRED FASTENERS HEADER/DRAG MEMBER PER PLAN TRIMMER STUD(S) PER PLAN SHEARWALL BOUNDARY STUDS OR POST PER PLAN BLK'G WOOD BEAM ROOF SHEATHING--� PER PLAN 16d (2)16d EA. ROOF RAFTERS PER PLAN kTTTTTT T I I I I I I I I BRACE 2 16d EA. BRACE '1--<( ) 2x STUDS S.S.T. "MST-48" 2x PURLIN, SAME SIZE POST OR I1111111 L a AS ROOF RAFTERS DRAG STRUT DETAIL MULTIPLE STUDS ` 90^ 4'-O" MIN. LAP 4'-0" LAP DBL. TOP PLT. (18)16d SEE CALCS. 2x4 BRACING @ 4'o.c., 4x4 IF OVER 8' LONG, NOTCH TO FIT PURLIN. 45° MIN. CEILING JOISTS-L_-� Z'S�� (4)16d EA. BRACE S.S.T. "A35" EA. SIDE WALL STUDS DBL. TOP PLT. PURLIN @ BEARING WALL NOT TO SCALE HEADER OR BEAM TYP. PLT. SPLICE TOP PLT. SHEAR TRANSFER 4 NOT TO SCALE CALIFORNIA FRAMING L—diLlUIL (N)2X4 (N)2X4 BLOCK (N)2X6 CS MR-19 INSUL, W/2X6 STUDS WALL ROOF SHEATHING SIMP. A35 @ EACH PER PLAN CN)2X6RAFTER ROOF RAFTER TY B. N. TO BLK'G (N)R-30 BELOW INSUL,(TYP,) 25 GAUGE GAL\. VALLEY PLA5HI 5A L(N)2X6 CLJ, E 2XFLAT W/3-16d A T EACH RAFTER 2(N)2X4 TPL, CONTINUOUS DBL. BLOCKING W/A35 @ EA SIDE ROOF RAFTER PER PLAN R.R. FRAMING DETAIL 8 NOT TO SCALE ILS PER SHEARWALL SCHD. 4. 2x BLK'G. D.F.P.T. PLT. --PER SHEARWALL SCHD. POURED CONC. STEM OR 8" USE # 4 VERT @ 18"o.c. IF OVER 18" E.W. IN HT. ABOVE FTG.) -- 112" MIN. 3" CLR. RAISED FTN . EXT, FOOTING NOT TO SCALE 2X6 MUD SILL 18"X24" SCREENED ACCESS DOOR �`r— I -SAND & GRAVEL #3 BARS 2 8"0,C, EACH WAY 16 ACCESS DOOR DETAIL NOT TO SCALE 6" EPDXY 12)I NOT TO SCALE T PLYWOOD CALIFORNIA FRAMING 9 NOT TO SCALE (N)JOIST HANGERS SIMPSON 2'X6"#HU214 (N)JOIST HANGERS SIMPSON 4'X6"#HU410 (N)2"X6"F1_.J.@16' O.C. (N)2"X6"LEDGER iN)2"X6"SILL N. 4X GIRDIR (N.)4x4 SILL 0 6' P.T. POST 12" z MIN W/ POST CAP —12 —I —II I ` ' % -III—III MIN. 12" SEE PLAN MIN. MIN. /R ti EXISTING & NEW FOOTING CONNECTION DETAILS 14 NOT TO SCALE 2x STUDS PER PLAN AILS PER SHEARWALL SCHD. 2xSTUD @16"O.C. 2x PLT. E N 2xP.T. SILL PLYWOOD SHEATHING PER PLAN SEE PLAN&SHEARWALL S.S.T. "A-35" @ 32"o.c. 2x BLK'G. SCHEDULE D.F.P.T. PLT. A.B.'s PER PLAN PER SHEARWALL SCHD. e #4@12"O.C.©CL (@ BEARING OR OF SLAB SHEAR WALLS) 2x F.J.'s PER PLAN POURED CONC. STEM OR 8" ° < ° ° CONC. BLK. (USE #3 BARS 1 VERT @ 24"o.c. IF OVER 24" z CRAWLSPACE EMBED _ : a _w MIN IN HT. ABOVE FTG.) II -III II II III_ I - I-111 DTI T- I I III- 6" MIN.—_... �1=111�11�11-III II�II II -III 111 1-III-11�T err-�Tr-rir 11. I I -I I I -I Ia ° a H I I I I �i I I I—� i 1=1 11=1 I—III—I� I i L= 12" IIH II1=1II � MIN. p . 12" MIN. =, "MIN. 2#4 BAR CONT. T & 3" ° PER PLAN 3" CLR. cL�. #4 CONT. POURED CONC. FTG. 12"MIN. TYP. T&BOTT 12" i MIN. RAISED FTN INT. FOOTING (E)GARAGE FOOTING DETAILS 1 NOT TO SCALE 1 NOT TO SCALE 1 DRAWN TONY CHECKED TONY DATE 02-02-05 PERMIT NO. SCALE AS NOTED SHEET NO. OF 11 SHEETS REVISIONS I BY Certificate of Compliance: Residential (Part 1 of 2) CF-1 R Mr. & Mrs. Thayraunh Residence 1118105 Project I itle Date 438 S. Pacific Ave. Santa Ana ero,ect Aaoress Title 24 + HVAC Design (626) 965-4154 ocumen ion u lEwr relephone - Computer Performance 8 Building Permitill Plan Check / Date Field (;heck a e Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 2,092 ft2 Average Ceiling Height: 8.0 ft Total Conditioned Slab Area: 0 ft2 Building Type: (check one or more) Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family ® Existing Plus Addition Front Orientation: (South) 180 deg Floor Construction Type: ❑ "lab Floor Number of Dwelling Units: 1.00 Number of Stories: 1 C] Raised Floor BUILDING SHELL INSULATION Const. Component Type Frame Type Assembly U-Value Location/Comments (attic, garage, typical, etc.) Default Wall Prior to 1978 Wood 0.386 Exterior Wall Solid Wood Door Wood 0.387 Exterior Door R-19 Floor (F.19.2x8.16) Wood 0.038 Exterior Floor / Over Crawlspace (w/R-6 Credit) Default Roof Prior to 1978 Wood 0.047 Exterior Roof R-13 Wall (W.13.2x4.16) Wood 0.088 Exterior Wall R-30 Roof(R.30.2x12.16) Wood 0.035 Exterior Roof FENESTRATION Shading Devices Type Orientation Area Fenestration E <terior Overhang Side Fins (SF) U-Factor SHGC Shading Yes / No Yes / No Front (South) 47.5 0.87 0.70 Bug Screen ❑ ® ❑ ❑X Left (West) 60.5 0.87 0.70 Buq Screen ❑ ® ❑ Skylight 16.0 0.94 _ 0.73 None ❑ Al ❑ Rear (North) 48.0 0.87 0.70 Bug Screen ❑ ® ❑ ❑X Right (East) 25.0 0.87 0.70 Bug Screen ❑ ® ❑ x❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - _ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Run Initiation Time: 01/18/05 11:20:07 Run Code_ 1106076007 EnergyPro 3.1 By EnergySoft User Number: 2492 Job Number: Page:3 of 21 Mandatory Measures Checklist: Residential (Page 1 of 2) MF-1 R st contain these measures regardless of the compliance approach used. Items marked with an NOTE: Lowrise residential buildings subject to the Standards mu uirements listed on the Certificate o Compliance. When this checklist is incorporated into asterisk (*) may be superseded by more stringent compliance req 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 o�enter NIA if not Building Envelope Measures "§150(a): Minimum R-19 ceiling insulation. ❑ §150(b): Loose fill insulation manufacturers labeled R-Value. ®§ 150(c): Min exterio mass (walls) insulation in wood framed walls or equivalent U-value in metal frame wall not apply X"§ 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 r Elgreater than 2.0 perm/inch. fYl § 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. ® §116.17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration 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 H Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ § 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality stan lards. ❑ § 150(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 MeTa"res ® §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. ® § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ®§151 Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped w insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or great( 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 a insulation or R-16 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. Page:6 21 B Ener Soft User Number: 2492 Job Number: of Soft 3.1 Y Energy Certificate of Compliance: Residential (Part 2 of 2) CF-1 R Mr. & Mrs. Thayraunh Residence 1/18/05 rolec i e - a e 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 Furnace 92% AFUE Ducts in Attic 4.2 Setback Res HVAC 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 12.0 SEER Ducts in Attic 4.2 Setback Res HVAC WATER HEATING SYSTEMS Rated 1 Tank Energy Fact? 1 External 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 Standard Gas 50 gal or Less Small Gas Standard 1 40,000 _ 50 0.53 n/a 12 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat purno water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated input, Recovery E ficiency 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 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: tr �-kk4tA"Name: Aurelio B. Gabot Title/Firm: CCAD DESIGN INC. Title/Firm: Title 24 i HVAC Design Address: 6550 Alcove Ave. Address: 757 Janice Lane Valley Glen, CA 91606 Walnut, GA 91789 Telephone: (818) 980-5940 Telephone: (626) 9.66-4154 Lic. #:.-fit- t (signature) (date) (signature) ! (date) Enforcement Agency Name:a11�'C1i�i�� Title/Firm: Address: I GNJ 'AH( A ; ( A Telephone: �` (� r;� (signature/stamp) (date) Run Initiation Time: 01/18/06 11:20:07 Run Code_: 1106076007 EnergyPro 3.1 By EnergySoft User Number: 2492 Job Number: Page:4 of 21 Mandatory Measures Checklist: Residential (Page 2 of 2) MF-1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the co npliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of G )mpliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component pert )rmance 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) `§ 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CIVIC 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 sy ;tem that meets the applicable requirements of UL181, UL181A, or UL181B. 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 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 ai id 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 n rt 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 I� 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, mois+ure, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be ;uitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foiim insulation shall be protected as above or painted with a coating that is water retardant and provides shielong from solar radiation that can cause degradation of the material. § 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. IX § 115: 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): Cool Roof material meet specified criteria Lighting Measures X §150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt or a eater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible klhting control panel at an entrance to the kitchen. i^l §150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of --J 40 lumens/watt or greater switched at the entrance to the room or one of the alternative to this requireme nt allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. 3.1 By EnergySoft User Number: 2492 Job Number: Page:7 of 21 Certificate of Compliance: Residential (Addendum) CF-1 R 1118106 Mr. & Mrs. Thayraunh Residence - Date Project Title Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items. specified in this checklist. These items require special s the adequacy of the justification, and may reject a building or deernn 4i,at otherwise Complies written justification and documentation, and special verification to be used with the performance approach. The Iota enforcement agency determine based on the adequacy of the special justification and documentation submitted. s 50 gal or Less" Energy Factor = 0.530. An EF below 0.68 reel The DHW System "Standard Ga HERS Required Verificationed r tested y provider. The HERS rater must document the field verification and diagnosta certified HERS rater, ic test nger the uof these measures oervision of a CEC approved form CF-6R, Planning & Building Agency I Building Safety Division ADDENDUM TO: 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 Title 24 Energy Efficiency Regulations (714) 647-5800 CERTIFICATE OF COMPLIANCE FORM Project Plan Check No: (d t-`l g9-',2 Project Address: 4t�g �v. C,1 N A V S;ANT A- Suite No. ANPI; THIS FORM IS TO BE COMPLETED BY A QUALIFIED ENERGY PLAN CHECK CONSULTANT OTHER THAN THE ENERGY DESIGNERIDOCUMENTATION AUTHOR. I have reviewed the calculations and drawings for the above project and find both to be in compliance with the Energy Efficiency Standards and Administrative Requirements of the California Code of Regulations, Title 24, Parts 1 and 6. 1 understand that this review was performed as a representative for the enforcement agency, The City of Santa Ana Building Safety Division. Signature: Date: L\/� - Print Name: � � � � Id Title: Company Name: T� �'� '�' -� I C �I Phone No. (% 7cQ Y1 Company Address: '2-1 Form 11: Revised 8117/03 �0 aalr Z k: w CL 0169 Z to O 4 W04 4 in lid U V IL 4 � � W �--- {xj' Z fin tij Z 3 ® Z J® Q WO ZW W L iL iJ l Z tij 1- Z U W W J DRAWN TONY GI-IECKED TONY DATE 01-20-05 PERMIT NO. SCALE AS NOTED SWEET NO. 72ZO OF 11 SNEETS