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HomeMy WebLinkAbout10150061.pdfREVISIONS DATE BY NOTES 1.-2001 CALIFORMIA ENERGY CODE (TITLE24, PART 6) FIRST ISSUE 06-17-05 65' PROPERTY LINE 2.-2001 CALIFORNIA BUILDING CODE (CBC) SECOND 07 -as 3.-2001 CALIFORNIA ELECTRICAL CODE (CEC) ISSUE IT 71 .� 4.-2001 CALIFORNIA MECHANICAL CODE (CMC) 1, CONTRACTOR SHALL, PRIOR TO COMMENCEMENT OF WORK, FIELD VERIFY 5.-2001 CALIFORNIA PLUMBLING CODE (CPC) ALL EXISTING PROJECT CONDITIONS, INCLUDING DIMENSIONS AND UTILITY LOCATIONS AND UTILITY SIZES, EXIST CONTRACTOR SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL WORK AND I MATERIALS — INCLUDING THOSE FURNISHED BY SUBCONTRACTORS, WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES;D❑ NOT VACINITY MAP SCALE DRAWINGS TO DETERMINE ANY LOCATIONS, THE ARCHITECT a'-°« z°'-z" EXIST SHALL BE NOTIFIED OF ANY DISCREPANCIES, PRIOR TO CONTINUING REPLACE EXISTING SIDING �� � WITH WORK, maid Wi STTUCCO FROM EXIST. STORAGE I r E a xxxxXxxXxXxXxxXxxxxxxXxxXxxXxxXxxxX 2. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF ALL GARAGE TO MATCH HOUSE TO BE DE11 O 161 S.F. , f �� ,� c M APPLICABLE BUILDING CODES THE AMERICANS WITH DISABILITIES ACT M� a 1 �(y' Jay �A . ... •a=d. .w _ 'T..a V I � �� � �. W tU I YTi .4IJ T ,/ CC3 N (� AS WELL AS ALL OTHER LOCAL GOVERNING CODES AND ORDINANCES. - N TY Em IUD LOT 1. m, cn, � 3, ALL ELECTRICAL, MECHANICAL, AND PLUMBING WORK SHALL CONFORM ° `= rf, r .. TO THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED AUTHORITIES 41'-10" EOH GRADING HAVING JURISDICTION, tt Carlton (n � W P`I W � P T ( t __ �Garlmn P'I W iz ci a, EXIST. * _1 c�� s LOOELL ST I � 4, THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER OCC, G OJ _ AND SECURED BY THE GENERAL CONTRACTOR. ALL OTHER REQUIRED TWO CAR. GARAGE am��n P'{mdn Fsi N "Y' Y � W EXIST. CODS T v t P tAnna P( cry PERMITS SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR OR N 6�E _' 407 S.F. SUBCONTRACTOR DIRECTLY RESPONSIBLE. CODE ED�TION`[� � �w�1-00D 'Z1' a �- -x oar 5, CONTRACTOR SHALL ASSIST OWNER IN OBTAINING FINAL APPROVAL OF ="� Im JUL LOCAL HEALTH DEPARTMENT AND THE TEMPORARY ADN FINAL" { CERTIFICATES OF OCCUPANCY, NOTE. `�'i�L1' 9'-'" t�`-�' 15'-" 5'_a« FLOOD BONE CETIP PiEi'D YES NO . I 6, CONTRACTOR SHALL PROVIDE BACKING FOR SUPPORT OF �„� a' -a„ .� Y N `0hrlaR�iu9tm, Ino ; 0�}+� �IA'r"iEi r ar Av q NO SCALE ALL WALL, CEILING, AND PARTITION MOUNTED ITEMS SUCH AS EXISTING AREA � RADIANT BARRIER :I OO YE NO LIGHT FIXTURES, SHELVING, EQUIPMENT, AND TELEVISIONS, COORDINATE LOCATIONS AND REQUIREMENTS WITH THE 4 4'-1 ffi W. RESIDENTIAL DE, FEE YES NO PLUMBING, MECHANICAL, ELECTRICAL DRAWINGS, PROPC)tSE�A�?�'�4 a m a BUILDING ,SUMMARY SCHOOL. DISTRICT 7, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL AREA TOBEDEMO w. EXISTTNG UTILITIES, WETHER SHOWN HEREIN OR NOT, AND TO PROTECT O EL13CM ELEANTE LFANEL THEM FROM DAMAGE, THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR a �Y 70 a THE REPAIR OR REPLACEMENT OF UTILITIES AND ALL OTHER PROPERTY PROPOSED U EXISTING TWO CAR GARAGE AREA SQ. FOOTAGE 407 S.F. DAMAGE BY OPERATIONS IN CONJUNCTION WITH EXECUTION OF WORK, ADDITION EXISTING STORAGE SQ. FOOTAGE TO BE DEMO -161 S.F. 8, CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION IN ACCORDANCE 497 S.F. f ' EXISTING LIVING AREA SQ. FOOTAGE 952 S.F. WITH ALL APPLICABLE BUILDING CODES. EXISTING FRONT PORCH SQ. FOOTAGE 146 S.F. CONTRACTOR SHALL PROVIDE REQUIRED PROTECTION INCLUDING, BUT NOT REPLACE EXISTING SIDING PROPOSED FIRST FLOOR ADDITION AREA SQ. FOOTAGE 497 S.F. LIMITED TO, SHORING, BRACING, AND ALL OTHER SUPPORTS (INCLUDING W/ STTUCCO FROM EXISTING TOTAL AREA SQ. FOOTAGE 2002 S.F. ENGINEERING OF SYSTEMS) NECESSARY TO MAINTAIN OVERALL STRUCTURAL HOUSE LOT SQUARE FOOTAGE 7753 S.F. INTEGRITY OF THE BUILDING, N LOT COVERAGE 25.82 % ALL DEMOLITION AND CUTTING SHALL BE PERFORMED IN A MANNER AND M BY THE METHODS WHICH ENSURE AGAINST DAMAGE TO EXISTING WORK, EXISTING ARCHITECTURAL STRUCTURAL 9, INTERIOR WALL AND CEILING FINISHES SHALL NOT EXCEED FLAME SPREAD 4•-6« HOUSE ACCEPTED FOR CONSTRUCTIOW�..� CLASSIFICATIONS DICTATED BY ALL APPLICABLE BUILDING CODES, �' 952•F• « co .%R PERMITS ARE EWE t 1.1� s.l PLAN' ~� 10. GYPSUM BOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO LEGAL DESCRIPTION ALL LOCAL GOVERNING BUILDING CODES AND ORDINANCES. �auj t a y an g l � FP all betas and It, is I R I 1 a� r ss s 11, ALL GLASS AND GLAZING SHALL COMPLY WITH ALL APPLICABLE BUILDING �SOEWAE FRONT PORCH It � ��� c �ta��� � attars �� �� � � from � a I 146 S,F. ;t�t54 CODES AS WELL AS THE U,S, CONSUMER PRODUCT SAFETY COMMISSION, LOT SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (47 FR, Theacceptance ot this plan and specifications SHALL NOT 13516 TITLE NO, 16, CHAPTER 11, PART 1201). bald to a it nor n appeal ofthe lalata TRACT 1191 provision� � ° Orina r tata MAP BOOK PAGE 829 GRID D6 12. PIPES, CONDUITS, OR DUCTS EXCEEDING ONE THIRD OF THE SLAB OR � ZONING R-1 MEMBER THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE Accepted UNLESS SPECIFICALLY DETAILED, REFER TO MECHANICAL, ELECTRICAL, b CITY SANTA ANA Exzs� Y P ABTA A ORANGE PLUMBING, ADN STRUCTURAL DRAWINGS FOR LOCATION OF SLEEVES AND � OTHER ACCESSORIES, ( I7RN�'Wf1Y � '� )� � COUNTY Date issued STATE CALIFORNIA 16. EXTERIOR OPENINGS SHALL COMPLY WITH ALL SECURITY REQUIREMENTS EXISTA,p,N. 015-144-13 AS OUTLINED IN ALL LOCAL BUILDING CODES AND ORDINANCES, Exls� o L GARDEN M GARDEN CONST. TYPE YN 18. ROOF OBSTRUCTIONS SUCH AS TELEVISIONS ANTENNA, SOLAR PANELS, NUMBER OF STORIES 1 AND GUY WIRES SHALL NOT BE LOCATED OR INSTALLED IN SUCH A WAY AS TO PREVENT FIRE DEPARTMENT ACCESS OR EGRESS IN THE YEAR BUILT 1948 EVENT OF A FIRE. O Lt> 6 5 t PROPERTY LINE N i . Contractor shall verify all requirements, material 5pecification5, conditions W and dimen5=5 shown on plans against actual fob site, floor plan and '""" �"" "h"""""'""�_ SHEET INDEX f manufacturer's recprement5 to check for any required tolerances for SIDEWALK foundation layouts, such as, gap at mod-Iine5. Notify Engineer of the following: abnormal conditions, deflclenciC5, di5crepancle5, clarification, misunderstandings, typos, m15take5, items 1`1`11551ng from drawings, m1551ng GRAss r GRASS �"' �"� reference, details or notes before proceeding. 2. There should be a construction meeting before proceeding with construction. T-1 TITLE SHEET/PLOT PLAN w kn A-1 EXISTING FLOOR. PLAN & NOTE: o PROPOSED FLOOR ADDITION PLAN w A-2 UTILITY PLAN SEPERATE PERMITS ARE REQUIRED FOR EACH (BUILDING) (ACCESORY BUILDING), (POOL OR SPA), (FENCE/WALL), (RETAINING WALL), (MECHANICAL), (ELECTRICAL), (PLUMBING). LOWELL ST. A-3 ELEVATIONS447 04 S�-1 FOUNDATION PLA N � DESIGN LOADS: ROOF FRAMING PLt-1� cx _ ROOF LIVE LOAD: 20 psf SITE PL STRUCTURAL DETAILS..,,. 7//7./- - SHEET # FLOOR LIVE LOAD: 40 psf it ROOF DEAD LOAD: 10 psf SCALE /8 = 1 -O T-24 TITLE 24 D FLOOR DEAD LOAD: 8 psf� WIND LOAD: 70 MPH, EXP.11C" Warr-- . _c-� lam- �,t". /1 % -�' `� `- C..;�tt,-i- W-3. 9'-4" � 12'-0" 1 ON RI —MI A I 0 SCALE: 1/8" = V-0" 1 a'-s" i N F M EXISTING FLOOR PLAN - SCALE: 1/8" = 1'-0" 14" OVERHANG 14" OVERHANG I 1j I 14" OVERHANG I • �I { PITCH �►.� i C AKE T $ Q R7 WALL LE49END (-- EXISTING W C WALL ALL EXIST. PITCH 12 REMOV D WALL F.P. .NEW WALL 119ra+r":r.�.te 5'-3" 9'-0" 12'-0" 4115'-3" _ NEW o( 37 kTER HEATkR 80 GAL. \ t— 4'—O„ I',l 0i LANDING ro 30'-11" SCALE : 1 /4" = 1 "-011 VENT DRYER TO OUTSIDE REPLACE EXIST ELECTRICAL PA MAX. 200 AMPS \L_ __ 13'-3„ DOOR SCHEDULE SYM. SIZE TYPE QUAN. 001 21-01$x6'-8" N.C. SINGLE 4 002 21-6"x6'-8" H.C. SINGLE 4 003 3'-0"x6'-8" SOLID EXT. 1 3/8" THICK 1 004 3'-0"x6'-8" F.D. TEMP. 1 3/8" THICK 1 005 41-0"x6'-8" N.C. 'L.OV V 1c f2 1 006 6'-0"x6'-8" SLIDING CLOSET DOOR 1 007 8'-0"x6'-8" SLIDING CLOSET DOOR 1 DOOR NOTES: 1.— FRONT DOOR TO BE RATED AT 0.54 OR LESS, VERIFY DOOR STYLE WITH OWNER. 2.— EXTERIOR DOORS IN HEATED WALLS TO BE U 0.20 OR LESS. 3.— DOORS THAT EXCEED 50% GLASS ARE TO BE U 0.40 OR LESS. 4.— ALL GLASS WITHIN 24" OF DOORS TO BE TEMPERED, WINDOW SCHEDULE SYM. SIZE TYPE QUAN. Q 30-01tx3'-0" HOR. SLIDING 2 2Q 3'-0"x4'-0" HOR. SLIDING 2 Q 4'-0"x3'-0" HOR. SLIDING 1 Q 4'-0"x4'-0" HOR. SLIDING 3 5 6'-0"x4'-0" HOR. SLIDING 1 Q 3'-0"x4'—O" HOR. SLIDING BAY WINDOW 2 WINDOW NOTES: 1.— ALL WINDOWS TO BE VINYL FRAME, MILGARD OR BETTER. 2.— ALL WINDOWS TO BE U—.40 MIN. 3.— ALL WINDOWS HDRS. FOR 8' & 9' CEIL, HEIGHTS TO BE SET AT 6'-8". NOTES. CODES & ORDINATES. 1,- SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF HARD -WIRED SMOKE ALARMS EQUIPPED WITH BATTERY BACKUP, 2.- ALL EXISTING DOORS AND WINDOWS LEADING TO THE PROPOSED AREA SHALL BE WATER PROOF, 3,- ALL SCREENED PANELS SHALL BE REMOVABLE, 4,- 40 YEARS COMP, SHINGLES ROOFING W/#15 FELT CLASS A 0/ 1/2' CDX. PLYWOOD, 5,- WALL COVERINGS IN SHOWERS OR TUBS SHALL BE CEMENT PLASTER, TITLE OR APPROVED EQUAL- TO 70' ABOVE DRAIN, GLASS & GLAZING IS IN ACCORDANCE WITH CBC CHAPTER 24 SECTIONS 2403,2404 & 2406 6,- USE 2x6 STUDS FOR PLUMBING WALLS. 7,- ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING FECE GRAIN PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS, 8,- EXISTING 22'x30' ATTIC ACCESS WITH 30' MINIMUM HEADROOM IS LOCATED IN HALL WAY, 9,- PROVIDE ATTIC VENTILATION EQUAL TO 1/150 OF AREA TO BE VENTED, DORMER GALVANIZED VENTS ROOF TYPE, HALF -ROUND SQUARE- TAIL SIZE, 24'x 12' 10,- REGARDLESS OF THE OCCUPANT LOAD, THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR, THE FLOOR OR LANDING SHALL NOT BE MORE THAN ONE -INCH LOWER THAN THE THRESHOLD OF THE DOOR WAY, LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS, WHICH MAY HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2% SLOPE), 11,- LANDIGS AT DOOR SHALL HAVE A LENGTH MEASURED IN DIRECTION OF TRAVEL OF NOT LESS THAN 36 INCHES, 12.- GALVANIZED SHEET METAL (28 gauge min,) ROOF VALLEY FLASHING IS REQUIRED, C1508.3) 13,- PLUMING FACILITIES, INCLUDING LAUNDRY FACILITIES, SHALL BE PROVIDED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE SECTION 413.0 AND CPC TABLE 4-1, 14,- IN EVERY BEDROOM AND BASEMENT, PROVIDE ONE OPENABLE ESCAPE WINDOW MEETING (24' HEIGHT AND 20' WIDTH MINIMUM AND A SILL HEIGHT NOT OVER 44' ABOVE FLOOR. OFFICE ROOM CANNOT BE USED AS A SLEEPING BEDROOM, 15,- GLASS AND GLAZING IN DOORS AND ENCLOSOURES FOR BATHTUBS AND SHOWERS SHALL HAVE CATEGORY II CLASSIFICATION PER CBC CHAPTER 24 AND UBC STD, 24-2, SECTIONS 2403,2404, AND 2406, 16,- PROVIDE FIRE BLOKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILING AND FLOOR LEVEL AND AT 10' INTERVALS BOTH VERTICAL AND HORIZONTAL, 17,- A DOOR MAY OPEN AT LANDING THAT IS NOT MORE THAN 7 1/2 INCHES LOWER THAN THE FLOOR LEVEL PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING, REVISIONS DATE BY FIRST ISSUE 06-17-05 SECOND 07-07-05 ISSUE 'CU � 06 Q o � � N N ,A d .� v 4 C r"` try 'oe O w � � e � W W � 0 r"-t REVISIONS I DATE I BY I FIRST ISSUE 106-17-05 s m N 00 I-Illixisup- i�1'6`11111111 � li 11 1 1 N, wasl Lm SCALE : 1/4" =- 11_0" SECOND I07-07-05 ISSUE 0 r o `U N N 0 NOTE GENERAL LIGHTING FIXTURES IN BATHROOM AND KITCHEN SHALL HAVE N LAMPS WITH A EFFICANCY OF AT LEAST 40 LUMEN PER WATT. Z3 .(D DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHOULD BE FULLY TEMPERED, LAMINATED SAFETY GLASS (D OR APPROVED PLASTIC. TYPICAL INSTALLATION HEIGHTS UNLESS NOTED OTHERWISE WALL FIXTURE �----- "� CONVENIENCE OUTLET 0 SWITCH m t--4 Y d CABINET 0) CONVENIENCE - — TV OR PHONE (o -I MAX. FLUSH VOLUMES AND FLOW RATES WATER CLOSETS: 1.6 GALLONS PER FLUSH BLOWOUT TYPE EXEMPT) URINALS: 1.0 GALLONS PER FLUSH SHOWERS HEADS: 2.5 GALLONS PER MINUTE FAUCETS: 2.2 GALLONS PER MINUTE (SINKS AND LAVS) VENT TO OUTSIDE AIR APPROVED SEISMIC STRAPS 2'2"x18GA /8"x2 1 �/0" 1 A(' crDC U/ WATER HEATER SHALL BE ANCHOI OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. 18' NEW WATER HEATER 0 z V) �G 00 �4- iv r- AFCI=@ ARC FAULT CIRCUIT INTERRUPTER GFI=@ GROUND FAULT INTERRUPTER SWITCH S.D SMOKE DETECTOR CEILING MOUNT FIXT. -0- FAN - WALL HUNG LIGHT FIXTURE (W.P) H.B.- HOSE BIBS/ B, HOSE SPIGGOT W/NON REMOVABLE ANTI-SIPLON DEVICE M A ATTIC ACCESS 22" ELECTRICAL PANEL - 200 AMP. MAX. EELEC,TRICAL NOTES MATERIAL$ 1. ALUMINUM WIRE SHALL NOT BE USE IN ELECTRICAL WIRING WITHIN THE DWELLING UNIT, WORKMANSHIP 1, ALL WORK SHALL BE IN ACCORDANCE WITH ALL CODES, RULES AND REGULATIONS OF GOVERNING AGENCIES AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES, INSTALLATION 1, ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO WEATHER SHALL BE "WEATHER PROOF". 2, RECEPTACLES IN KITCHEN AND BATHROOM SHALL BE INSTALLED ABOVE WORK TOP UNLESS OTHERWISE NOTED ON PLANS, 3, RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12` (APPROX,) ABOVE FLOOR. 4, WALL SWITCHES ARE TO BE MOUNTED AT 42" ABOVE THE FLOOR, UNLESS NOTED OTHERWISE BY THE DESIGNER. 5, PROVIDE TWO 20 AMPERE SMALL APPLIANCE CIRCUITS AT THE KITCHEN, DINING ROOM AND BREAKFAST AREAS, 6, PROVIDE A SEPARATE 20 AMPERE LAUNDRY CIRCUIT, 7, PROVIDE GROUND FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION AND ALL BATHROOMS, POWDER ROOMS, OUTDOOR RECEPTACLES, GARAGES AND KITCHEN COUNTERTOPS, 8, RECEPTACLES SHALL BE INSTALLED SO THAT NO 'POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 FEET, MEASURED HORIZONTALLY, FROM AN OUTLET IN THAT SPACE, 9. IN KITCHEN AND DINING AREAS, A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH COUNTER SPACE WIDER THAN 12 INCHES AND SO THAT NO POINT ALONG THAT WALL LINE IS MORE THAN 24 INCHES FROM A RECEPTACLE IN THAT SPACE, 10, A RECEPTACLE OUTLET SHALL BE INSTALLED IN ANY USABLE WALL SPACE 2 FEET OR MORE IN WIDTH, 11. PROVIDE TWO METHODS OF ELECTRICAL GROUNDING, A, CLAMP AT HOSE BIB. B. ONE ADDITIONAL #I4 BAR-20' LONG IN FOOTING AT ELECTRICAL METER LOCATION FOR UPPER GROUND. 12. BATHROOM CIRCUITING SHALL BE EITHER: A) A 20 AMPERE CIRCUIT DEDICATED TO EACH BATHROOM. B) AT LEAST ONE 20 AMPERE CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLES OUTLETS. 13. BEDROOM BRANCH CIRCUITS WILL BE ARC FAULT CIRCUIT PROTECTED, '=7 u r. SHEET # WOnNG, EXISTING FRONT ELEVATION SCALE: 1/4" = F-011 EXISTING FM PLACE COW. SUNCRYS MMMOMME10 40000001 100000001 woomionow. 0000000 VNIMMUMM 10110MMUN 100MMOME EXISTING REAR ELEVATION SCALE: 1/4" = 1'-011 It== EXISTING LEFT ELEVATION._ SCALE: 1/4" = F-011 wasnNr, V= MSTING Cow.8MOLES J'1ACE 4r 12 L then ............ .......... 111SOMEONE EMONNNE 0000MORwwnf.L11 MEMO a Fo�_ NNOWNWIN MOMMMEN NEW on SCALE: 1/4" = F-Of' A) 2"x6" FACIA TO MATCH EXISTING 14" OVER HANG TO MATCH EXISTING. B) PROVIDE ATTIC VENTILATION. THE REQUIRED VENTILATION AREA RATIO IS 11150 OF ATTIC AREA OR 1/300 OF ATTIC AREA IF AT LEAST HALF OF THE VENT AREA IS PROVIDED BY VENTILATORS LOCATED MORE THAN 3 FEET ABOVE SAVE VENTS PROVIDING THE REMAINING PORTION OF THE VENT AREA. USE VENTS: TYPE: HALF -ROUND SQUARE- TAIL SIZE: 24"x 12" OPENINGS SHALL HAVE 1/4 INCH CORROSION RESISTANT METAL MESH COVERING. (1505.3) C) USE 2-15# FELT BACKING WHEN STUCCO IS APPLIED OVER PLYWOOD, UBC SEC. 2506A D) GALVANIZED SHEET METAL (28 gauge min.) ROOF VALLEY FLASHING IS REQUIRED. E) MIN, 2 LAYERS # 15 FELT @ 3:12 PITCH NoIrE REPLACE EXISTING SIDING W/ STTUCCO FROM EXISTING HOUSE M ALL EXISTING WINDOWS M&STMA. TCHNE W WINDOWS (VINYL S, WGL E SL ID, WG) STUCCO 2x4 FLAT 2x4 Op ALL AROUND SLR HDR. WINDOW 171 BLDG PAPER(S) 0/ WINDOW FLASHING NAIL -ON WINDOW SASH GYP BOARD SET IN PERIMETER CAULKING IF, (A) WINDOW HEAD SET IN PERIMETER CAULKING GYP BOARD NAIL -ON WINDOW SASH SLR M WINDO W CAULKING OW SASH 0 VF WINDOW FLASHING BLDG PAPER(S) 0/ FLAT 2x4 SILL ALL AROUND WINDOW 2x4 STUCCO 9 WINDOW SILL GYP BOARD STUCCO FLAT 2x4 ? 2x4 DOOR AROUND D7:: HI)k (_j BLDG PAPER(SS) 0/ I WINDOW FLASHING CASING STUCCO GROUND DOORFRAME (() DOOR HEAD NEW - 2x6 FACIA EXISTING FIRE PLACE 40YEARS COMP. ROOFING W/ # 15 FELT CLASS A 0/ 1/2" CDX. OR OSB PLYWD. SHEATHING TO MATCH EXISTING. PROPOSED NEW FRONT ELEVATION — SCALE: 1/4" = F-011 EXISTING FIRE PLACE 12 PITCH 3F- 40 YEARS COMP, ROOFING W/ I I I FELT CLASS A 0/ 1/2" CDX. OR OSB PLYWD. SHEATHING NEW TO MATCH EXISTING, 2x6 FACIA RMS01009010101F 1i I -XI.— ifffir Ifffir Iffir IN I milli MM fill I•most -,Rif milli -411111111111111111 MM I son I son PROPOSED NEW 1R__1EAR ELEVATION 40YEARS SCALE: 1/4" = F-011 COMP. ROOFING W/ I 15 FELT CLASS A 0/ 1/2" CDX. OR OSB PLYWD. SHEATHING TO MATCH EXISTING. 0 MINES mills MINIM mills misimising I I Il�fl I v.. GRADE PROPOSED NEW LEFT ELEVATIO 1/411 = 11-011 SCALE. EXISTING FIRE PLACE 10 Ow 1114[4 w § LTIA74 I Uf k N 14 0, 1 M'S MEMNON — EXISTING 2x6 FACIA STUCCO GRADE EXISTING FIRE PLACE 0_ go 40YEARS COMP. ROOFING W/ # 15 FELT CLASS A 0/ 1/2" CDX. OR OSB PLYWD. SHEATHING TO MATCH EXISTING. GRADE REVISIONS DATE BY FIRST ISSUE 06-17-05 SECOND 07-07-05 ISSUE c-, lzt� • U oc (e) SLAB & FOOTING (n) SLAB & FOOTING 7/8' Stucco or Shear panne[ J� -See 2x rafters @16" OC REVISIONS DATE BY FIRST ISSUE 06-17-05 EXISTING BLD'G. NEWADDITION ,- DWGs 2x4 @ 16" O.C. wall framing 1/2n CDX index 24-0 8d 6-12 4"CONC. SLAB, R•13 Batt 6X6-VV1XVV1.4VVWM Y2- (MIN) ROOF SHEATHING SIMSPSON STRAP SHEATHING S'MSPSON AP 7 6 MIL VAPOR BARRIER 518.,XI7 AB w/7,late w,,, 6ft Do max, 12"comers max EVERY32 "So VE C EVERY 32-OC 2x RAFTERS PER 2 RAFTERS PER EN PLAN EN PLAN SECOND ISSUE 07-07-05 1- #4 bar T&B 2" Sand P.T. 2x plate 4x POST, MIN. A35 each rafter bay 8d perimeter nailing @ 6" OC 2 12 (MATCH T) A CH EXIS (MATCH EXIST) (MATCH EXIST)[:__� (MATCH EXIST) 1� 2-2X4 TOP PLATE 131 stucco ground SIMP. HD-2 CONC.SLAB 0with R30 2x6 pressure blocking eve vents @48" OC BOARD 2x RIDGE BOARD PER PLAN 4-16d TO 6"earthtwood clearance 0 COLD JOINT ax HEADER COLLAR TIE 2 '0 .3:V O.C. AR TIE. 2 0 32 O.C. (y) --------- ffMR et 4X HEADER 20 KING STUD J 1-2X4 TRIM STUD ANCHOR BOLT EMBEDMENT BC 2x ceiling joists @16" OC 2x fascia WS26 HANGERS W1 led 0 12' D.C. 9/16"dia HOLE 3# #4 DOWELS 24"o/c 611 21-011 J To M T TO MEET REQUIRMENT OF SIMP. HO-2 A SIMP o 2 Spike 4- 16d rafter to CJ to match exist. (SET IN KERF CUT) TYP UON EPDXY FILL T 411 1/2" drywall 7/8" thick stucco over 16ga netting R1 over grade D construction paper #4 X 30" REBAR AT EXISTING FTG. 7/8" staples @ 6" oc 2x wall framing ON 1" DIA. HOLE WITH EPDXY ET 22 1 3/4* MIN. �S_i SPECIAL INSPECTION REQUIRED 12'FOR OfE STORY 16" FOR TWO STORY (3) 10 NEW CONC. SLAB TO EXIST. FTG r3 4ROOF L) AT RIDGE N 2X RIDGE SIMP. A35 ®16" O.C. SHEAR WALL SCHEDULE Cd I U q 2x FACIA TO MATCH EXIST. 8a) AA3/8" CDX PLYWD OR OSB W/ 8d COMMON NAILS 0 iz c S-1r4 EX & 12" 0,C, F,N,, EXTEND FROM TOP PLATE � J94-0//4/-0//6"O.C. LUS26 HANGERS BUILD WALL TO FOLLOW 4, TO MUD SILL, MIN, 4"-0"' WIDE, SIMP, A35 @ 24" O.C, C: (SET IN KERF CUT) TYP UON SLOPE OF ROOF 0 'P AT TOP PLATE TO RAFTER W/ SOLID BLK'153, TYP, 4x6 HDR, (D 16d 6" 0,C, SOLE PLATE 5/8" DIA, A,B, 2X RAFTERS 0 16" D.C. - - - - - - - - - F2 �F_7 W/ 2 1/20 X 2 112' X 1/40 PLATE WASHER r8� N E.N. 2-2X4 TOP PLATE CD @ 48" O.C, AT MUD SILL PLATE, zP CONTINUOS SHEAR PANEL 4/_0# I kD > 3_ 1 + i I A35 0 24" PER SCHED. LANDING ?= 5 2X CLG JOISTS 0 16" O.C. 2X4 STUDS 0 16" O.C. ROOF DIAPHRAGM 1/2" PLYWOOD SHT/G, P,I, 24/0 4x6 HDR. FIRE BLOCK AS REO'D C:> > I W/ 8d @ 6" O,C, EX & 12"0,C, FX I MSTC40 CONNECT NEW WALL TO R-13 INSULATION 2X8 CLNG. AOIST 47J, EXISTING WALL I 'T1 16-11, 0. C. TYP TOP BOTTOM 421�4 �POST (/"6 LJ �S L — — — — "D #4 X Ln & BOT 30// DOWEL EMBED 4" _z @ T n P 1,1z)2A CONCRETE STRENGHT, 2,500 PSI MIN, INTO 4—X4 4# CONC. SLAB W/ #4 @ 24'O.C. �OSI EA. WAY OVER 21 SAND, OVER EXISTING FOOTING I -I I Z' I I H—"I EXISTING BLDG. NEW ADDITION EXISTING CONC F__G, SEE DETAIL �D( 6 MIL. VAPOR BARRIER, OVER 21 SAND CD 2XNRAFTERS I #4 X 30" DOWEL TOP > MSTC40 CONNECT �16111 0. C. TYP 2-2X4 TOP PLATE A BOT EMBED 4" INTO Lo NEW WALL TO BUILD UP 2X4 0 16"O.C. CRIPPLE WALL F/3/8" -1-ID2 4V z EXISTING CONC FTG, EXISTING WALL E.N PLYWD SHEATHINH /W/ 8d 0 6- O.C. E.N. 5 —8// X SEE DETAIL TOP BOTTOM A 12 O.C. F.N. 2X RAFTERS EXISTING FOOTING '44 -- I'D X SHAPE 2X4 B T PLATE W/ 1 6d 0 12" O.C. TO BLKG E.N. S-1 �___­--2X CEILING JOIST I z 0 C3 C3 U_ I 1 COZ—_ b, X 4X10 HDR, 2211 A I SIMP A35 0 24" O.0 2X6 LEDGER W/ 2-16d 0 12"O.C. E3 0 L3 z — — — — — — — — — — — — — — — — — — — — — — — PE IA/I 0/ �1 2X BLKG7_ -�4x`10 HDR. z X Li EXISTING S NG FOOTING X I �T_I �G FOOTING ,E 10 77, V ___j "Nor 2x4 KING STUD W/4x4 TRIMMER 36" STRAPS EACH SIDE CONNECT HDR. TO 4x4 X NEW INTERIOR FINNISH I ILAJ (9 IE ? 9 AAr W/ F It 0 yoi S%. T4?kCAL PC, <� ��° I I StrIECiAl- 1PJffC'n0rJ TO COOfJtc-'r 4)(4 W1 KreAP64 (a) SLAB h FOO'nNG (ft) WS FOOTING FOUNDATION PLAN `� CALIFORNIA FRAME X NEW 2 x 4 INTERIOR WALL 4 9/161dw HOLEDOW EPDXY FU 0 24-0/0 NEW 3'-O"x 4'-0" BAY WINDOW z U 12.1 F.P. NFITE: 1, NOTCHING AND BORING OF JOISTS SHALL NOT EXCEED CBC (EXIST) (E)WIND(jW­ TO BE REPLACED W SECTION 2320,8,3 ALLOWANCES, FRONTPMCH W/ A 3'-O"x U NEW ADDITION EXISTING BLD'G. BAY WIN90W O 2, NOTCHING OF EXTERIOR AND BEARING/NON BEARING WALLS n SHALL NOT EXCEED 25% / 40% RESPECTIVELY, BORED HOLES L NEW CRIKET IN BEARING/NON BEARING WALLS SHALL NOT EXCEED 40% / 60% NEW 4x8 BE RESPECTIVELY, IN NO CASE SHALL THE EDGE OF THE BORED ATTACH EXISTING HOLE BE NEARER THAN 5/8" TO THE EDGE OF THE STUD. RAFTERS & CEILING WI( U HGR TO NEW 4x8 BA M 3, FOR HEADER AND TRIM DETAIL SEE 9—S2 ROOF FRAMING PLAN � � ATTACH NEW 2X8 2-2X4 TOP PLATE 4 ALL PLUMBING WALLS ARE TO BE FRAMED WITH A RAFTERS & CEILING W U HGR TO NEW 4x8 B&M MINIMUM OF 6" STUDS. 4x8 BEAM TO 4x4 STRAPS EACH SIDE CONNECT NEW 4x4 POST 5, PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILING AND FLOOR LEVEL AND AT 10 FT, INTERVALS BOTH VERTICAL SIMP. HD-2A AND HORIZONTAL, (708,2) & THE HOLD—DOWN HARDWARE MUST BE SECURED IN PLACE 2x plate P.T.J4� PRIOR TO FOUNDATION INSPECTION. (1605,22) SHEET # EXISTING 7, FOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED FOUNDATION PLATE WASHER UNDER EACH NUT; AND THE NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING, PLATE WASHERS A MINIMUM OF 2" BY 2" BY 3/16" THICK SHALL BE USED ON EACH BOLT,(1806,6,1) MF--1 R FORM MANDATORY MEASURES CHECKLIST. RESIDENTIAL MF-1R Note: Lowdse residential buildin s subject to the Standards must contain these measures regardless of the compliance approach used. Items Marked with i asterisk ?,*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. 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-19 Ceiling insulation. X 150(b): Loose fill insulation monufacturer's labeled R-Volue. X * 150(c): Minimum R-13 Wall insulation in wood framed walls or equivalent U-factor in metal frame walls (does not apply to exterior mass walls). X * 150(d): Minimum R-13 raised floor insulation in framed floors. X 150(l) : Slab edge insulation - water absorption rate no greater than 0.3 %, water vapor transmission rate no greater than 2.0 perm/inch. N/A 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. X 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 Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstrrpped; all joints and penetrotions caulked and sealed. X 150(g): Vapor borrrers mandatory in Climate Zone 14 and 16 only. N A 150(f): Special infiltration bonier installed to comply with Sec. 151 meets Commission quality standards. N/A 150(e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplace have: a. Closeable metal or glass door b. outside air intake with domper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed X Space Conditioning, Water Heating and Plumbing System Measures: 100-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. X 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. X 150(1): Setback thermostat on all applicable heating and/or coaling systems. X 1500): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non-recirculoting systems, insulated (R-4 or greater) . 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined intemal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. X 150(m): Ducts and fans 1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC section 601, 603, and 604 and standards 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or U11818 . If mostic or tape is used to seal openings greater than 174 inch, the combination of mastic and either mesh or tope shall be used. Building covii ies shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth bock rubber addhesive duct tapes unless such tape is used in combination with mastic and drowbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity, ventilating systems serving conditioned space have either automatic or readily accessible, dampers. X manually operated 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 heating and no pilot right. 2. System is installed with: a At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Poor system has directional inlets and a circulation pump time switch. N/A 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) ` X Lighting Measures: 150(k)l.: Luminaries for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible righting control panel at an entrance to the kitchen. X 150(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved. X 04.8 General Requirements 05.8.1 Notes to be placed on the plans: 06.8.1.1 Maintenance Information. The builder sholl provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material, component, or manufactured device. cl7.8.1.2 After installing wail, ceiling, or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a certificate signed by the installer storing that the installation is consistent with the plans and specifications described in Section 10-103(a)2.A and for which the building permit was issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturer's name and material identification. CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 1 CF-iR Project Title.......,.. PROPOSED ORNELAS RES Date..06/22/05 14,33,26 Project Address........ 2018 S LOWELL STREET irEw _____________________ SANTA ANA wv6.01w I _ I Documentation Author.., Christopher S. Leightonwielelx I i- i_-- a -it ir Terry Engineering I _ _. 13691 Red Hilt Ave. I lan_Che_c_ % ate f Tustin, CA 92780 I _ I (714) 838-1124 1 Field Check/ -Date I Climate Zone........... 08_____________________ Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. -------------------- I MICROPAS6 v6.01 File-S0504540 Wth-CTZ08S92 Program -FORM CF-1R I I User# _MP0206 _ - User Terry Engineering Run -PROPOSED ________ PROPOSED ORNELAS RES I ______ GENERAL INFORMATION Conditioned Floor Area .... 1449 sf Buitding Type .............. Single Famity Detached Construction Type ......... Existing Ptus Addition Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Stab On Grade Glazing Percentage......... 12.6 % of floor area Average Glazing U-factor... 0.59 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R-value R-value R-value U-factor Location/Comments Roof n/a R-19 R-n/a R-19 0,051 Existing Attic New Attic Celt Walt n/a R-0 R-n/a R-0 0,386 Existing Ext W Watt n/a R-13 R-n/a R-13 0,088 New Ext Wall Door n/a R-0 R-n/a R-0 0,330 Exterior Door SlabEdge n/a R-0 R-n/a F2=0.720 Covered FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC ______ Shading _______________ Shading ______________ Fins ----- Window _________ Left (SW) _____ 4.0 ______ 0,600 0,650 Standard Standard None W i ndow Left (S) 12.0 0,600 0,650 Standard Standard None Window Front (SE) 4.0 0,600 0.650 Standard Standard None Window Front (E) 16.0 0,600 0,650 Standard Standard None Window Front (E) 12.0 0,600 0,650 Standard Standard None W i ndow Front (E) 12.0 0.600 0,650 Standard Standard None W i ndow Front (SE) 4.0 0,600 0,650 Standard Standard None Window Front (E) 12.0 0.600 0.650 Standard Standard None CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 2 CF-1R Project -Title.......... PROPOSED -ORNELAS -RES --_------_�-Date..06/22/05-14133126 I MICROPAS6 v6.01 File-SO504540 Wth-CTZ08S92 Program -FORM CF-1R I I User# w- rMP0206 User Terry Engineering Run -PROPOSED -_-_---PROPOSED ORNELAS RESI ---!_ FENESTRATION ------------ Area U- Interior Orientation (sf) Factor ______ SHGC ______ Shading ----------- ____________________ Window Right (NE) _____ 4.0 0.600 0,650 Standard Window Right (N) 12.0 0.600 0.650 Standard Window Right (N) 9. 0 0,600 0,650 Standard W i ndow Back (W) 24.0 0,600 0.650 Standard Window Back (W) 12.0 0.600 0.650 Standard Door Back (W) 20,0 0,550 0,650 Standard Window Left (S) 16.0 0,600 0,650 Standard W i ndow Left (S) 9.0 0.600 0.650 Standard Equipment Type SLAB SURFACES _ Area Stab Type {sf) ________________ ------ Standard Slab 1449 Exterior Shading Standard Standard Standard Standard Standard Standard Standard Standard Over- hang/ Fins None None None None None None None None HVAC SYSTEMS - Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Thermostat Efficiency Airflow Location R-value Leakage D Type ---------- 0,600 AFUE n/a Attic R-4, 2 No No SetBack 10.00 EER No Attic R-4.2 No No SetBack WATER HEATING SYSTEMS Number Tank External In Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R-value Water Heater to meet minimum CEC Standards CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 3 CF-11? Project Title.......... PROPOSED ORNELAS RES Date..06/22/05 14133126 1 MICROPAS6 v6.01 Fr le-SO504540 Wth-CTZ08S92 Program -FORM CF-1R I I User#-MP0206 User -Terry Engineering Run -PROPOSED ORNELAS RES I 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. When this certificate of compliance is submitted for a singte buitding plan to be buitt in muttiple orientations, any shading feature that is varied is indicated in the Special Features Modeting Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name, , , . .� Lr'L _ 4-- Name.... Christopher S. Leighton Company, MRS EMMA ORNELAS Company, Terry Engineering Address, 2018 S LOWELL STREET Address, 13691 Red Hit( Ave. SANTA ANA CA 92707 Tustin, CA 92780 Phone... (714) 577-7519 Phone... ( 714) 838-1124 License, _________________________ S r gned.. S I gned.. ------- (date) _ �(dat - /'* ENFORCEMENT AGENCY Name.... _ - Terry Engineering - Avenm Title,,, _- d Agency .. ___-___� '���---- ____-___!_______ Phone,,, _________ Signed.. _-------- -{ date UPON COMPLETION OF CONSIRLETIONi CONTRACTOR SHALL OBTAIN CF-6R FORMS FROM THE CALIF] RNIA ,9NERGY' COMMISSION ATi www.energy. ca gov/titte24 ` �v (CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS) THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR PRIOR TO FINAL INSPECTION. � e r. '. i G w �M l�ry `� {a (�l/' LLJ W L-i _ Z Z W _J '4a pfESSH. 1p �No. 17014� * Exp.al== * NIV IN, OF < W 0 W r.. ry N 0��C) IIILJJ o ? Q Li-i 0r i�i... 00 Z 0 (f} n W i3! 46 Q U- V ry iY L� � ©- m U_ IQ 40 04 Q Date: 06-23-2005 tee: AS NOTED Drawn: CL checked: JT Plot Date: 06-23-2005 Job No: 050454 Shoot T 24