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HomeMy WebLinkAbout10141067.pdfL 0 99 BUILDING DATA ® 68 -0 4cn � ""®"mom a"` °`.'"'.®LOT SIZE 68'-0" X 155'--6" (10574 SQ.FT) 1. THE SCOPE Of THIS PROJECT IS AS GENERALLY DEPICTED ON THESE PLANS. POINTS OF CONNECTION, NOT LEGAL DESCRIPTION. TRACT # LOT #SPECIFICALLY DEPICTED, THAT NEED TO BE MADE ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL , CITY OF SANTA ANA ORANGE COUNTY -- TOTAL EXIST. FLOOR (EXCLUDED GARAGE) 2288 SQ. FT. WORK PERFORMED EVEN IN REMOTE AREAS OF THE BUILDING OR SITE, PERTAINING TO THIS PROJECT SHALLx Al i -- EXIST. 2CAR--GARAGE 462 SQ. FT. COMPLY WITH THE INTENT OF CONTRACT DOCUMENTS. ,. LA . OCCUPANCY: GROUP R--3 , RESIDENTIAL -- NEW ADDITION AREA 493 SQ. FT. �� P 1, T � g -- LOT COVERAGE INCLUDED GARAGE 3243 10574 = 30.6% 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS I PROPERTY LINE TYPE OF CONS:: TYPE V--N, 1 STORY BUILDING ( ) AL BEFORE FINALIZING THEIR BID AND BEFORE THE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND THE CONSULTING ENGINEER(S) DRAWINGS SHALL BE BROUGHT TO THE DESIGNER ATTENTION BY DO �:..,h SCOPE OF WORK: ADDING NEW FAMILY ROOM WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS o �� SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR DESIGNER. lrqrlISO , AC a^TT0 . '� ' ° .... 3. THESE DRAWINGS ARE BASED ON FIELD OBSERVATION AND DOCUMENTS FURNISHED BY THE OWNER. THE v h`' °� APPLICABLE BUILDING STANDARD DESIGNER SHALL BE NOTIFIED IMMEDIATELY BY THE CONTRACTOR OF ANY DISCREPANCIES OR OTHER QUESTIONS Ind PERTAINING TO THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF s 1. 2001. CALIFORNIA CODE ( TILE 24 PART--6) AND THE MORE STRINGENT STANDARDS ,,.e ._ ANY ERRORS, DISCREPANCIES OR OMISSIONS THAT THE CONTRACTOR FAILED TO NOTIFY THE DESIGNER OF BEFORE .. A f I m MANDATED BY ASSEMBLY BILL 970 WITH AN EFFECTIVE DATE OF JUNE 1, 2001. CONSTRUCTION AND/OR FABRICATION OF THE WORK, REAR ARD 2. 2001 CALIFORNIA BUILDING CODE (CBC) In 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF EXISTING SITE. THE CONTRACTOR SHALL 2 Tom: h w* 3. 2001 CALIFORNIA ELECTRICAL CODE {C£C) REPORT TO THE DESIGNER ALL CONDITIONS WHICH PREVENT THE PROPER EXECUTION OF ITS WORK. THE DRAWINGS r a� ELECTRICAL SYMBOL 4. 2001 CALIFORNIA MECHANICAL CODE (CMC) SHALL NOT BE SCALED. t. I 5. 2001 CALIFORNIA PLUMBING CODE (CPC) 5. CONSTRUCTION SHALL COMPLY WITH APPLICABLE EDITION OF UMFORM BUILDING CODE, ALL APPLICABLE LOCAL, ATE: _._ 6. SANTA ANA MUNICIPAL CODE (SAMC) STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND PROTECTIVE COVENANTS GOVERNING THE WORK. u._ _.. _,,tt n, ..x ; ..:k TV TV OUTLET 3D WALL MOUNTED LIGHT IN CASE OF CONFLICTS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.lic 1■ AI �, ;'> :? t ¢#erg ■ 18 PHONE 6. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE PLAN WORKMANSHIP AND _� ., _ SD SMOKE DETECTOR MATERIALS SHALL CONFORM TO THE U.B.0 LATEST EDITION. - - � DOUBLE STANDARD OUTLET ONTA I p Ty:, ,r f GFI GROUND FAULT tNTERUPTER 7. WORKING DIMENSIONS SHALL NOT BE SCALE FROM DRAWING.zx , r . r �3 , `` . E .. T -�- WALL SWITCH 8. ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS. f A2.a FLOORREMODELING NOTES P SYMBOLS 1. EXISTING STRUCTURES SHALL BE REVIEWED FOR DIMENSIONAL AND STRUCTURAL CONFORMANCE 2x6 WALL FOR PLMBING I H PLANS T CONTRACTOR P I EXISTING PARTONs WITH THE LA S BY HE CO TRAC OR PRIOR TO CONSTRUCTION. SD SMOKE DETECTOR 17 --0 2. CONTRACTOR SHALL PROVIDE PROPER BRACING AND/OR SHORING TO THE EXISTING 40'--10" 17'--0" 10'--2" -- - - -- ~- - EXISTING PARTITION (NON STRUCTURE WHICH MAY BE REQUIRED DURING CONSTRUCTION. --- - --- -- -- - - BEARING) TO BE REMOVED EXHAUST FAN 4'-4" 3'-5" 4. USE SIMPSON ST6224 TO TIE IN TO EXIST TOP PLATES. _3 ..._ _ _._..... _ _.. ._ ,.... NEW f'ARTInON 3 :<.:r::: MATERIAL SPECIFICATION EXISTING DOOR # I SECTION # AND FRAME SECnON MARKER 1. CONCRETE STRENGTH SHALL BE MIN. 2500 PSI IN 28 DAYS, I # SHEET � # 2, REINFORCING STEEL SHALL BE MIN. ASTM A 615 GRADE 40. NEW DOOR AND MARKER El 3. NO TRENCHES ON EXCAVATION 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS DETAIL # t w REQUIRED T ND H WITHOUT PROPER PERMITS. (SEE DOOR SCHEDULE) 1 t EQ ED 0 DESCEND SHALL BE MADE OU 0 ERDETAIL MARKER ;,� � 4. SOIL BENEATH FOOTINGS AND SLAB SHALL BE COMPACTED PER UBC ( 90% RELATIVE fi # EW OOF SHEET # # ExisnNG WINDOW (N) BAT14 Lo COMPACTION MIN. NEW ROOF # fi ELEV. # TO REMAIN a_a„ 4r �� 5 THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION ( UNLESS OTHE ISE NOTED) # ® 2 1 SHALL BE AS FOLLOWS: 1 # ELEVATION MARKER - EXlSnNG WJNDOW I # - SHEET # TO BE REMOVED.`� a - USE 5/8 INCH DIAMETER ANCHOR BOLTSS WITH 7 INCHES MIN. EMBEDMENT IN CONCRETE 1 0 .. o ,t � CIS ;LO - SPACING NOT GREATER THAN 4 FEET O.0 NOR FURTHER THAN 12 INCHES FROM CORNER 0) r ... 6F1_11 N o MINIMUM TWO BOLTS PER PEKE . :- J # �; , EXIsnNG DOOR CIS! 1 EXISTING DOOR 6. SEE FOUNDATION PLAN SHEAR WALL SCHEDULE TO DETERMINE FURTHER 80LTING REQUIREMENTS. # I I I To BE. REMOVED To REMAINWOOD %N1 # 1. ALL LUMBER USED FOR STRUCTURAL PURPOSES SHALL BE DOUGLAS FIR, SOUTH COAST REGION, 1c # ROO FI I C E f1 GRADE IN ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION BUREAU. # \ / I Ep EXIST. ROOF- # F 3' ©" 4 2. MINIMUM GRADES FOR STRUCTURAL LUMBER SHALL BE AS FOLLOW: # �- \ / ROOF & FLOOR BEAMS.........................................NO. 1 \ / _..._.. _.._ _._ - ._. _ /# 8►_0�, Az.o :. `e 6 4 a A2.fl ROOF &FLOOR JOIST...x...............................,.,..,NO. 2 \ '�, / / � .. UNLESS ct� � EXTERIOR WALL STUDS: # \ ________ - - # NOTED I 7 ! # \ ` / / / \ I - _ _ - _x Rootir No. aG. Hor. �. LESS THAN 10 FEET' IN HEIGHT.....................STUD OR NO.3 oa t \ t FLOOR CEILING 'N GREATER THAN 10 FEET.................................NO. 2 \ Y / ` \ # / (N) FAMILY INTERIOR PARTITION STUDS.....................................STD. OR CONSTRUCTION \ # / r \ / r fi = ,> } (E) t BASE WALLS 8-o BLOCKING OR BRIDGING ....... __.............................. ULTIUiY 5' \ # / MASTER i / r 4r t POSTS & HEADER..............................,....................NO. 2 \ / \ / t fi FLOOR WALLS T a + r. " # BEDROOM , 2 r t 3. ALL SOLE PLATES AND WOOD THAT IS LESS THAN 1--1 /2 INCHES CLEAR FROM MASONRY OR N/ i I 1. NEW TILE 1. DRYWALL PAINTED FLAT CONCRETE SHALL BE PRESURE TREATED DOUGLAS FIR. # (E) DINING KITCHEN # (E) OOF 2, DRYWALL PAINT SEMI GLOSS -------- 493 SF'--- -- --�- ��-- 4. WALL, FLOOR AND ROOF FRAMING SHALL BE CONFORM TO CHAPTER 23 OF U.B.C. A2,o SE " CE1LING ABBREVIATION # # 1. NEW 4 TILE 1. DRYWALL PAINTED SEMI -GLOSS a t� # (E) BED a # " 2. ACCOUSTIC PLASTER o A.B, ANCHOR BOLT EQ. EQUAL { ROOM # 3 10 -2 6 ,, 6 ADJ. ADJACENT EXT. EXTERIOR PR. PAIR A.F.F. ABOVE FINISH FLOOR E.W.W.M. ELECTRO WELDED WIRE MESH PVC. POLY VINYL AVG. AVERAGE FIN. FINISH REINF. REINFORCING # -- _ . _. ....._ ...._ ._ _...� �..._ .._ ._ - _ ._ . _ ._ ._. _ - .. !.t e .... _.._ _._ _..... (0 � t REQ D. REQUIRED # .._.,...,_..,.�..�...�,.... in j A.D.A. AMERICANS WITH DISABILITY ACT F.F. FINISH FLOOR I BD. BOARD FIG. FOOTING RM. ROOM # f r � o j fl j 8 c� BLDG. BUILDING S.C. SOLID CORE E) BED BLKG. BLOCKING GAUGE SHTHG. SHEATHING 'n ( (E)LIBRARY i j ROOM # 1 fi G.I. GALVANIZED SIM. SIMILAR `- I t CLG. CEILING GL. GLASS t I CLOSET STL. STEEL `' $' -1 O" 7' -- $" ILO. GYP.BD. GYPSUM BOARD SW, SWITCH # (E} BED C.L. CENTER LINE H.C. HOLLOW CORE S.M.S. SHEET METAL SCREW I ROOM # 2 CONC. CONCRETE HDR. HEADER T&B TOP AND BOTTOM E SLD'G DR T C.M.U. CONCRETE MASONRY UNIT INSUL.. INSULATION TEMP.GL_ TEMPERED GLASS # / I ) o C.T. CERAMIC TILE INT. INTERIOR TYP. TYPICAL. # # TO REMAIN D.F. DOUGLAS FIR MFGR. MANUFACTURER V.C.T. VINYL COMPOSITE TILE # DIA. or 0 DIAMETER MIN. MINIMUM VEN. VENEER fi 12 # MTL. METAL W WITH / \ \ '� # DIM. DIMENSION N.T.S. NOT TO SCALE W.C. fi / fi \ (E)Fe(YT \ # NEW 4X4 POST DWG. DRAWING O.C. ON CENTER CLOSET # / \ \ NEW 4X4 POST �. EACH PLAS. PE��STER W.H. WATER HEATER ELEV. ELEVATION PLYWD. PLYWOOD WT. WEIGHT # / # �' / # ` (E) LIVI G # # EXIST. COUNTER AND HEET INDEX (E)GARAGE �' \ / \ PERMIT TYPE: LLB EL C T PL.I x UPPER CABINET TO REMAIN # (E) A 1.0 TITLE SHEET, EXIST. OVERALL SITE PLAN, DEMO FLOOR PLAN # / \ / (E)PORCH I�ECI # fi fi / I v (E) OOF - (E) fi NEW FLOOR PLAN / \ -- -- .-. --. .- .-. _ -- -- ._ ..- --. I 7 ER'w1_IL, � �1 � �(E) DINING KITCHEN # / fi (E)STORAGE A 2.0 FOUNDATION PLAN, NEW FRAMING/ROOF PLAN, ELEVATIONS, . SECTIONS AND DETAILS COS STD w ' A 3.0 CERTIFICATE OF COMPLIANCE AND DETAILS # / # � m-� - a � .77 L D €•Pa m (E) _ J x.. `�..../ VICINITY0 - - _. Y PROJECT IT N a (E) CONC. 2 FLOOR PLANNOTES OK DETECTOR NOTES DRIVE WAY (E) FRONT YARD ,Iath St t (LANDSCAPE) 1- NEW SINK AND CABINET 1- EACH SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING AREA 2- NEW SHOWER AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA r »., '», 24'--11 " PROPERTY LINE y �. r o §W 3- NEW TOILET. GIVING ACCESS TO EACH SEPARATE SLEEPING AREA «»r»„r» " " 2- SMOKE DETECTOR SHALL RECEIVE THEIR PRIMARY POWER FROM BUILDING Al „�� � N..r ,,, L. � r � a 4- 24 X 30 ATTIC ACCESS PANEL. t ' WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND »», r . n 5- NEW 2 X 2 ALUM SLIDING WINDOW x HMI "`+ r r ® _� SHALL BE EQUIPPED W BATTERY BACK-UP WIRING SHALL BE PERMANENT. � �.� � � � ��� � � ��� �`� �. 6- NEW 4 X 4 ALUM. SLIDING 1MNDOW »»» »»» sr o dig _ (� �..0 �awE a ���'� a " SMOKE DETECTORS L LA AUDIBLE ALL SLEEPI » r 3 SOUND IN ALARM AUDI IN I� ` S ...� 7- NEW 3 X 6 -8 FRENCH DOOR W/ ALUM THRESHOLD. w - MOK DETE TOR SHALL T I » ' d- is 1 dilis Z_ !14S � .O AREAS OF THE DWELLINGFbah »I r.r„,, ,, ,.,,,r u �`` C �� fi `; 8- REMOVE EXIST STUCCO AND REPLACE W/ 1 LAYER OF C r"I „„r rrrvr r rn� 4- BATTERY OPERATED SMOKE DETECTORS 0 EXIST. CONSTRUCTION. e = Ana. 4D I ' 1/2" PLYWOOD Silver of C4 01 I O1§` NOTES: PROVIDE 20 AMPS DELICATE CIRCUIT BATHROOM a y R », r ;r„(!gf,rr 0 0 T ? 'Val 9- NEW 4" CONCRETE PAVING- 25,000 PSI. Mast Avg CCC 'h �.�_ 5 b =- I No, C � »��u. x ti Pw h91$ �9I6, 141V 9J1/ »,,,, »»,� G �k � Ga C 0 11- NEW 2>_4" X 6,-8" H.0 DOOR I ICity OIO 1IR 2- DEMOLISH PART OF WALL AND REMOVE EXIST. WINDOW` CIS r A »»» 2� .................AV'stt »» t h Street. NOTE: BATTERY OPERATED SMOKE DETECTORS 0 EXIST. CONSTRUCTION. c TO ACCOMMODATE NEW OPENING »� r A T . TIC �. »».»»»»» � � ZSUTE .�...NEWtWL#LL PLAN 1 p. 4+4 """»._ L 4N1ELE(03"1"wNpm'""'1CAL ...>.e....+w ,�+ » s.^A 2 r SCALE. =1-0°' sCAt..1/�" - 'l -0"Awe Z il 1 �G i • � Z � Rf w •e Design By: Prank Le ENGINEER DATE . 0911212003 JOB NO, : 05-01 NO. DESCRIPTION f DATE AfMCK CHECK#t� 1 09I25/03 TITLE SHEET, OVERALL S1TE PLAN, DEMO? FLOOR PLN NEW FLOOR PLAN AND NOTES 1190 I of 3 FOU I 17 .-oj$ EXISTJ NEW FOUNDA TION PLAN NE W.. ADDITION "WM4\ I 3B AJ,O Imummimaw�� CALIFORNIA FRAMING A3.0. OVER EXIST. ROOF SYSTEM 0- ��= (E) DINING Od- 2 0 A, NEW FRAMING PLAN AND ROOF PLAN NEW ADDITION I EAGLE CONC. TILE TO MATCH EXISTING, ROOF VENT SF) ICSO-4660 WEIGHT=8.5 PSF. (1/100ff EXIST ROOFING TILE EXIST ROOFING TILE fEAVE VENT F24*t O TO MATCH STUCCO NEW STUCCO EXISTING (E) STU EXIST.-- SLIDING DOOR L 4X4' SLD'G tET-IN LET -IN .. .. I I I ll\i_� WINDOW BRACE BRACE - - -------- %a= momm moo= momm an$= son" lmwm 0� 38 3C SOUTH ELEVATION . I 1/4" -- 1 EXIST ROOFING TILE ............. NEW ADDITION-\ EAGLE CONC. TILE TO MATCH EXISTING, ROOF VENT ICBO-4660 WEIGHT=8.5 PSF. (1/100SF) CALIFORNIA FRAMING A . . . . . . . In . . . . . . ... . . . W W In "V- L__ L BUILDING SECTION ZNE W STUCCO TO MA EXIST. LET -IN 4'X4V SLD'G 4X4' SLD'G ' LET -IN BRACE WINDOW WINDOW BRACE F.F r3'8-N �W 3$ X 6 t-801 FRENCH DOOR 38 2" DRYWALL !P� R -13 BA17 INSUL. 3C -,\ I- \,A�0 N X RIDGE BD 2 X CLG JOIST ROOFING TILE L � TO MATCH EXIST. R-30 BATT INSUL. 2X4 TIES 0 481, O.0 W/5-16d NAILS EA. END 10 R-13 - BATT INSUL. 1/2" TYPE- X" DRYWALL CONCRETE SLAB NEWFOOTING -2 X RAFTER 1/4" = ll'-O" NAILING SCHEDULE: COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. 1. JOISTS TO SILL OR GIRDER, TOENAIL: ...... ... 3-8d 2. BRIDGING TO JOIST, TOENAIL EACH END: .................................. 2-8d 3. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL: ..... 16d 0 16"O.0 SOLE PLATE TO JOIST OR BLOCKING AT BRACED: WALL PANELS: ............................................................ 3-16d PER 16" 4. TOP PLATE TO STUD, END NAIL: .............................................. 2-16d 5. STUD TO SOLE PLATE: ........ 4-8d TOENAIL, OR 2-16d AND NAIL 6. DOUBLE STUDS FACE NAIL:......................................16d @ 24"O.0 7. DOUBLE TOP PLATES, FACE NAIL ............................. 16d 0 16"o.c DOUBLE TOP PLATES, LAP SPLICE ............................................ 8-16d 8. RIM JOIST TO TOP PLATE, TOE NAIL ............................... 8d 0 6'^'o.c 9. CEILING JOIST TO PLATE, TOE NAIL ..................................... 3-8d CEILING JOIST, LAP OVER WALL, FACE NAIL ........................ 3-16d CEILING JOIST TO PARALLEL RAFTER, FACE NAIL ................. 5-16d 10. CONTINOUS HEADER TO STUD, TOE NAIL: .......................... 4-8d 11. RAFTER TO PLATE, TOE ..3-8d 12. 1 " BRACE TO EACH STUD & PLATE, FACE NAIL ............... 2-8d 13. WOOD STRUCTURAL PANELS & PARTICLE BOARD SUB FLOOR, ROOF AND WALL SHEATHING ( TO FRAMING)*, FIBER BOARD SHEATHING". 1/2" AND LESS: .... 6d COMMON OR DEFORM SHANK. 3/401 ...................... 8d COMMON OR 6d DEFORM SHANK. 1 .................... ......8d COMMON OR DEFORM SHANK. EAST ELEVATION 1-1/410 ...... .......... 10d COMMON OR 8d DEFORM SHANK. i;::Oi (ADD) NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING. 1/4" NAILS SPACED 3" O.0 AT EDGES AND 6" O.0 AT INTERMEDIATE SUPPORTS COMMON NAILS ONLY EXIST ROOFING TILE ROOF VENT EAGLE CONC. TILE O MATCH EXISTING, ICBO-4660 WEIGHT=T8.5 PSF. /-NEW ADDITION CALIFORNIA FRAMING (1/100SF) 000 000 r. rLt_L . . . . . . . I EXIST. 'STUCCO -4 L* NEW STUCCO / To* MATCH EXIST.. P NEW I X Z. 4X4' SLD'G -A • LET -IN .4X4' SLD'G LET -'IN BRACE WINDOW WINDOW BRACE F.F ---------- ------------ - - - - - - - - - - ---- 38 3C *8 3,2� 000000� MUMMENOMM UWWAW=00=W MWWWVOW� ftlffi� A WEST ELEVATION 4 4 N Zo Exp. EXIST. FOUNDATION NEW FOUNDATION C10. OF C END MEW 1. BEAM, SEE PLAN. 2. SIMPSON ST6224 EACH SIDE OF BEAM TO POST FOR 6X AND 8X t3EAM'S; ST22 FOR 4X BEAM S. 3. POST, SEE PLAN. 4. ALT. TO STRAPS USE 2X KING STUD EACH SIDE OF BE TO PPST & NAIL W/ 16MS @ lfo 0. TO POST & MIN. (3) 16d S TO BEAM. NOTE: - ADD SHIMS AS REQUIRED A WOOD P 1.) SIMPSON HD-2A W/ 2-3/4"0 DRILL SLANT HOLES 1/16 sy THRU BOLTS OR EQUAL PRODUCT Ljo OVER DIA. OF BAR FILL W/ EPOSY GROUT DRILL SLANT HOLES 1 /16" I �o OVER DIA. OF THREAD ROD # 4 DOWEL 0 48- O.0 FILL W/ EPOSY GROUT # 10 WIREMESH o" 5/8" THREAD ROD. 2" SAND FILL W/ 6 MIL VISQUEEN EXISTING FOOTING V • Zw� NEW FOOTING r z . ......... 2-#4 EACH WAY 1"77 C14 v GENERAL NOTES: 1. WORK MUST COMPLY WITH CURRENT UNIFORM BUILDING CODE, NAT'L ELECTRIC CODE, UNIFORM PLUMBING CODE, UNIFORM MECHANICAL CODE AND CITY STANDARD 2. ALL MATERIAL AND FIXTURES ARE TO HAVE APPROVAL FROM APPROVED TESTING AGENCY 3. ROOFING MATERIALS TO BE "CLASS A" MIN. MINIMUM ROOF PITCH IS 4/12 PER FOOT. 4. LUMBER: A. USE DOUGLAS FIR CONSTRUCTION GRADE # 2 FOR 6Xd AND LARGER, D.F. GRADE # 1 FOR ALL 4Xd AND SMALLER. B. ALL LUMBER IN CONTACT WITH CONCRETE OR TREATED OR WOOD RESISTANT TO DECAY. C. RAFTER TIES 4'-0" O.0 ARE REQUIRED IMMEDIATELY ABOVE CEILING JOISTS WHEN RAFTER DO NOT PARALLEL CEILING JOIST. D. PLYWD EDGES AT SUB FLOOR SHALL HAVE TONGUE AND GROOVE OR SOLID - BLOCKING AT EDGES. 5. LIGHT AND VENTILATION. - A. ROOMS USED FOR LIVING, SLEEPING, EATING OR COOKING SHALL BE PROVIDED WITH NATURAL LIGHT EQUAL TO ONE -TENTH OF THE FLOOR AREA WITH A MiN.10 SF. B. ROOMS USED FOR LIVING, SLEEPING, EATING OR COOKING SHALL BE PROVIDED WITH NATURAL VENTILATION EQUAL TO ONE/TWENTIETH OF THE FLOOR AREA, 5 SF. MIN. C. BATH ROOMS, LAUNDRY AND SIMILAR ROOMS SHALL HAVE NATURAL VENTILATION NOT LESS THAN 1/20 OF THE FLOOR AREA OR 1.5 SF. MIN., OR PROVIDE MECHANICAL VENTILATION WITH A MIN. OF 5 AIR CHANGES PER HOUR. W� 01) It co �t co ujC) Lo N 6 cw) CC C6 It (D C� cv) co) ct Q cq N cf) V_ ENGINEER DATE: 09112(2003 JOB NO. 05-01: NO. DESCRIPTION1 DATE BACK CHECK # I 09123(03 BACK CHECK # 2 10/07/03 NEWFOUND. PLN NEW FRAMG. PLN NEWROOFPLN EXT. ELEVATIONS & SECTION A 2.00 0 DRILL 9/16" MIN. - # 4 DOWEL 0 36" O.C. 0 HOLE FILL W/ EPDXY GROUT & INSERT DOWEL V ALTERNATE: USE 1/2" REHEADS & THRDD ROD 6 12 NO SPECIAL INSPECTION IS EXISTING FOOTINGNEW FOOTING EREQUIRED FOR EPDXY IN THIS APPLICATION AT SLABS REBAR DOWELS SAME SIZE F& SPACING AS FOOTING DRILL SLANT HOLES 1/16 . .......... t OVER DIA. OF V 7� BAR FILL W/ EPOSY GROUT 6 20-011 EXISTING FOOTING NEW FOOTING mu 0 ITAVELS AT FOOTING ® END OF RIDGE 0 Z7 A 1 11 K.P AS OCCURS W/CC TOP & BCO BOT. NEW 2 X 8 RIDGE BOARD SIMP. CC(TYP) o r7k.__ 2 X 8 HIP -SEE DETAIL A, a 0 a FOR ANCHORAGE TYP. HRC 0 END OF RIDGE --------NEW 4 X K.P 4-16d F: NEW 2 X 8 /--~-- NEW 2 X BLOCKING 8-16d--/ 4-16d--J \- I Z NEW 2 X CEILING JOIST LEW DOUBLE 2X CEILING NEW 2 X BLOCKING JOIST UNDER KING POST Q O KING POST'S ANCHORAGE 3/4" = 1'-0" I -awl ............................. . I CLAY TILE RIDGE 26 WOOD NAILER MORTAR CLAY BARREL TILE BUILT UP ROOF TO EXTEND UP AND OVER NAILER PLYWOOD ROOF SHEATHING \C/ 2____ " = 1 7-0" CLAY TILE & PLWD SHT'G TO MATCH EXISTING REQUIRED FASTENER PROVIDE 2 X BLOCKING BETWEEN ROOF JOIST 2- 2 X 4 TOP PLATE M ACILA n%/r!M rAC�^IA 2X4 STUDS @ 16" O.C.- 7/8" STUCCO OVER PAPER BACKED METAL LATH 2 X 4 STUD 0 16" O.0 2 X 4 P.T SILL PLATE STUCCO WEEP SCREED 5/8" X 10" A.8 @ 7" EMBEDEb @ 12" EA. END W/ 2"X2" X 3/16 WASHER 12" 2" SAND FILL F.G OR N.G W/ 6 MIL VISQUEEN ROOF i 9_011 4 REBAR T&B DETAIL Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements fisted on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as I . mmunum component performance specifications for the mandatory measures whether they are shown elsewhere m the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (Continued) § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601, 603, 604, and Standard 6-3; ducts insulated to a minimum installed level of R4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or otheriluct-closure system that meets the applicable requirements of UL 181, UL 18M or UL 181B. Ifmastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and eithermesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct system and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, andplenums defined or constructed with materials other than sealed shed metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Duct installed in cavities and support *10000 platforms shall not be compressed to cause reductions in the cros"ecdonal 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 tape is used in combination with mastic and dmwbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating system serving conditioned space have either automatic or readily accessible manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, shed metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. § 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance beating and no pilot light. 2. System is installed with: N/A 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. 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no N000 continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) §118 (f): Cool Roof material meet specified criteria Lighting Measures: § 150(k)l.: Luminaires for general lighting in kitchens shall have lamp with an efficacy of 40 luniens/watt, or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. § 150(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumenstwatt or greater switched at the entrance to the room or one of the alternatives to this N00001 requirement allowed in §150(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cover) L approved. I I Compliance Forms August 2001 A 2X DOUBLE TOP PLATE CRIPPLE STUDS SAME WIDTH AS WALL STUDS 0 16" O.C. METAL FRAMING CLIPS FOR OPENING I 6'-0" AND OVER SIMPSON A35, TYP. 2X STUDS 0 161, O.C. TYP- DOUBLE STUD TO SILL PLATE SAME WIDTH AS WALL STUD FRAMING CUP SIMPSON A34 (TYP.) HEADER 4X FOR 2X4 STUD WALL 6X FOR 2X6 STUD WALL 8X FOR 2X8 STUD WALL DOUBLE STUD BOTTOM SILL PLATE AT WINDOW OPENINGS CRIPPLE STUDS - AT 16" O.C. r-4-20d TYP. BOTH ENDS L L6 1$ TYP'. - It PRESSURE TREATED 2X -----/ 60 - UP TO 4'-0"L 2X P.T. SILL PLATE PLATE, ANCHORED TO EXISTING 81 - 4*-Ivl TO 61-0" SLAB WITH 5/320 SHOT PIN d =- 10" - 6'-1" TO 81-Ots 32- O.C. PER ICBO #1290 UNLESS NOTED OTHERWISE ON DETAILS WALL FRAMING (TYP.) 172'1 = 1 1-o" Em Z:>.HEAR TN0P*"AN'­'SFER 41�. A* f RAW4. ID CERTIFICATE OF COMIPLLANCE: RESIDENTL4L (Page 3 ®f 3) CF-1R Project Title New Addition Date 09/12/2003 This .certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business and Professions Code) Documentation Author Name: IV_= So Name: Fink V, Le Title/Firm: Home QMglegr Title/Firm: Desiper Address: 5110 21h St. Address: 13172 Benton St. # 11 Santa Ana, CA, 92703 Garden ,grove, CA. 92843 Telephone: Telephone: 714-7243028 Lic. Fax: 714-530--2567 T-0 09/24/2003 09/24/2003 (signature) (Date) (signature) (Date) Enforcement Agency I Name: Nguyen H. uyen nga Title: Designer Agency., n/a Telephone: 714-848-9522 A x 09/24/2003 (signature / stamp) (date) Compliance Forms August 2001 A4 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements fisted on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures; * §150(a)., Minimum R-19r ceiling insulation. N00001 § 150(b): Loose fill insulation manufacturees labeled R-Value. * § 150(c): Minimum R- 13 wall insulation in wood framed walls or equivalent U-Factor in Mew fime walls (does not apply to exterior mass walls). k10001 150(d): Minimum R­ 13 raised floor insulation in fi-amed floors. 150(l): Slab edge insulation - water absorption rate no greater than 0.3 %, water vapor transmission rate to greater than 2.0 pern3linch. §118: Insulation specified or installed meets insulation quality standards. Indicate type and form. BATT. 116-17- Fenestration Products, Exterior Doors, and Itifiltration/ftfiltration Controls 1. Dom and windows between conditioned and unconditioned spaces designed to limit air leakage. 2 Fenestration products (except field -fabricated) have label with certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. § I 50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(t): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Lop. 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 pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: § 110-§ 113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. NOOOO § I 50(h)- Heating and/or cooling loads calculated in accordance with ASBRAE, SMACNA or ACCA. NOOOO § 150(i): Setback thermostat on all applicable heating and/or cooling systems. N00001 §l(j): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor lea than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R- 12 or greater. 2. First 5 fed of pipes closest to water heater tank, non -recirculating systems, insulated (R4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tab have R-12 N0000 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated inrecirculatingsections of hot water systems. 5. Cooling system piping below 55- F insulated. 6. Piping insulated between heating source and indirect hot water tank. Compliance Forms August 2001 A-5 I's � i 1111� q m1i.1w 11[�M 91 i MOP �' D1 Z1.4 9 1 mi I ��� . mil EI Erow"L New Addition 09/12/2003 Project Title Date 5110 7th St, Santa Ana, CA. 92703 Project Address Building Permit # Frank V. Le 714-724-3028 Plan Check / Date Documentation Author Package D Telep8hone Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area aft - Average Ceiling Height: 814' ft Conditioned Slab Floor Area ft 2 Building Type: Single Family Addition (check one or more) Multi -Family Existing -Plus -Addition Front Orientation: 00 dFo7b South / East / West / All Orientations (input ftnt orientation in degrees from True North and circle one) Number of Stories I Number of Dwelling Units: 1 Floor Construction Type:Slab Raised Floor (circle one or both) RADLANT BARRIER in climate zones 2, 4, 8-15) Required for this submittal S/-Yes no! BUILDING ENVELOPE INSULATION Component Type Frame Type wd = wood stl = steel Cavity Insulation R-Value Sheathing Insulation R-Value R- Total Valud Assembly I Y, U-Factor' Location/Comments (attic, garage, typical., etc.) Wall Wd 20 @ 1611 O-C R 13 N/A R 13 0.088 Typical Wall Wd 2x6 @ 1611 O.0 Roof Wd 2x6 @ 16" O.0 R30 N/A 0.036 IMical Roof _R30 Floor Floor Slab Egde None R-0 R-0 F2: 0.76 Inside I For prescriptive compliance, Total R-Value and Assembly U-Factor we not required for a wood -framed wall flat meets cavity R-value insulation requirements for the PreMMve Package. FENESTRATION Fenestration nTe/Pos. Orientation Area (ft 2 Fenestration U-Factor Fenestration SHGC Exterior Shading Att. Overhangs( Fins Front Front Left East 32 sf. 0.75 0.40 Screen 1'�-611 Left -Buq Rear Rear Right West 36 sf. 0.75 0.40 Bug Screen 11-6" Simi cvht Total Glazing % = 106 sq. ft. - l6sq. ft. ( glazing removed at exist south wall) = 90 sq. ft. Glazing % = 68 sq. ftJ 493 sq. ft. = 133 % , < 20 % Compliance Forms August 2001 A-2 J3010 Ise: ill Ent 5 -3 1W )DIN"1111,11 Project Title New Addition Date 09/12/2003 RVAC SYSTEMS Note: Input hydromc or combined hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Heat Pump Type (furnace, heat Efficiency Location Piping Thermostat Configuration pump, etc.) (AME or HSPF) (ducts, attic, etc.) R-Value Type (split or package) (E) F.A.0 78% DUCT/WALL R 4.2 SETBACK N/A Cooling Equipment Minimum Duct Heat Pump Type (air conditioner, Efficiency Location Duct Thermostat Configuration heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type (split or package) SEALED DUCTS and TXVs (or Alternative Measures) 0 Sealed Ducts (all climate zones) (in"" testing and certification and HERS rater Held verification required) 0 TXVs, readily accessible (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) 0 Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) OR teAlternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) Climate Zone Window SHGC Window U-Factor SEER Heating 6 0.40 0.75 N/A 78% WATER HEATING SYSTEMS Energy External Rated Tank Factor or Tank Water Heater Distribution Number Input (kW Capacity Recovery Standby Insulation Type Type in System orlltuft) (gallons) Efficiency Loss (%) R-Value SG 40 STD 2 40,000 50 0.53 2% R-12 1. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/br), electric resistance, and heat pump water heaters, list Energy Factor, For large gas storage water heaters {rated input of greater than 75,000 Btu/br), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list rated input and recovery efficiencies SPECIAL FEATURES (add extra sheets if necessary). Package C and D: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 of the 200IResidential Manual). Package C: thermal mass (thermal mass type, covering, thickness, and description). W I 4b • 4% • DATE: 0911212003 JOB NO, 05-01 NO. DESCRIPTION/ DATE BAcK cHEcK # i 09124103 CER TOCA TE OF COMPLL4NCE & DETAILS A 3. 0 3 of 3 L