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Home My WebLink About10146764.pdf61' 20'-5" T 22'_ 8 ------------- 1-5-7` ------------------------- PROP. LINE 2 26 Gsr 5' 20'-5' EXISTING EXISTING FAMILY ROOM GARDEN 14!-11 22 13'-7" PASS THRU 5'4" 51 85-7 . .... . ........ . . 21 1 F.S.D. EXISTING EXISTING EXIST.) DINING ROOM KITCHEN E=T WC EXISTING 4Z-2" 42'-2" BATH BED ROOM rkl� ROOM L I E.D. DEMO D. EXISTING HALL (E)CL CL XISTING 22'-8" 11'r I E) E.S.D. PATIO LCCLI Eel, 60 EXISTING EXISTING BED ROOM LIVING ROOM Es.n. EXIS71NG BED ROOM JCL 43'4' SP-1 21 5' 294" 18'-2'" 2 .2" EXISTING 20 GARAGE 21'4" EXISTING GARDEN EXISTING DRIVEWAY 24 24 . LINE L --------------- PROP--- ------------ L 5. 29'-1" 21'4" 61' EXISTING FLOOR PLAN ,,WIN "114001111M LWJ flu 61' P .5' PROP. LINE OPEN Af2EA 1 T-3' 1 T-3' 51, 3V-7 00 T". 6X4 8L.W. (N)TOO. 6X4 6L.W. fit 91 z PROP. AREA • 795.13 SQF Y 2e EXISTING FAMILY ROOM J PASS THRU NEW HALL D. EXISTING EXISTING EXISTING 42'-2" 42'-2" DINING ROOM KITCHEN E=T. BED ROOM v] 9-5" 00M G 694 RSD. EXISTING 0, HALL (E) =L CL 2'_2" p FtE>27;8" A E*1 1. D. H.S.D. NEW EXISTING STUDIO LIVING ROOM VD. EXISTING BED ROOM CAL r .. .. .. . .. . .. F-1111 ' g-p .2' L/I (X)TEW.5-10X3-118L 6 2 11 20 EXISTING GARAGE \Nf� 9-7 7 21'A" EXISTING GARDEN EXISTING DRIVEWAY 24'-5" 1 1 24,-5' I L - - - - - - - - - - - - - - . LINE - PROP- - - - - - - - - - - - - - 1 5'-7, 29'-1" 21'-4" 61' UP1 111111il I 0 SCALE 1/811 =11-011 , 7z z, .,a Y"111- xf 41 YN1,TAC 0/ 0 Planning Department Fire Deparb-inient c -,r e -- ,D epan' 1lument rVo a Publfc� , (KsAg racy L_ Gradirag Perinnt h County dif Orange Heall" Dejparnent EXISTING RI 1361,90 EXIST. GARAGE 440.89 SQ.F. PRORAREA 795.13 TOTAL CONST. 2597.92 SQ.F. LOT AREA 6771.00 TOTAL COVERAGE AREA 'U ACCERED FOR CDERISTRUCI Nzi MEQUlRED FOR gn gEPARATEP PERD941TS ARr" ,.AL, PLUFABBINIG & NNECHANICAL PLANS _LECn., Ir tin mv n Igns and . spec-atio t be kept o the job t mart, and it is Unflpftlj to IM"W'W Qlny changes of i�ns art same without wrifteR POrmission from the w ma Ana. gcc�Ptance 0. this plan and speciv=tjons SHALL N01 --ocj to permit nor be 'n aRroval of the vlolatiOn Of an) finance or Stab1aw. a. ANY q pi 0 r- S A N 117A A N A sl 9 L-2001 CALIFORNIA ENERGY CODE (TrrLE24, PART 6) 1-2001 CALIFORNIA BUILDING CODE (CBC) 1-2001 CALIFORNIA ELECTRICAL CODE (CEC) 4.-2001 CALIFORNIA MECHANICAL CODE (CMC) 5.-2001 CALIFORNIA PLUMBLING CODE (CPC) 0 614 E. POMONA ST. SANTA ANA,, CA. 92707-84101 E g� ll I US lm114A SCALE: 1/16" =1'-O" A).- HORIZONTAL LUMBER TO BE DF NO 2 OR BETTER B).- VERTICAL LUMBER TO BE STD, OR BETTER. C).- LAND SHOULD BE PRESSURE TREATED D).- PLUMBLING WALL TO BE 2X6 STUDS. E).-ROOF SHEATING TO BE 1/2"CDX PLYWOOD W/8d@66"&12"0.C. (PI)BN. F).- CONCRETE TO BE 2500 PSI Fc'AT 28 DAYS. EXTERIOR FINISHES AND WINDOWS TO MATCH EXISTING SFD. I).- PROVIDE 20'-L UFFR GROUNDING ROD. PROVIDE ATTIC VENTILATION EQUAL TO 11150 OF AREA TO BE VENTED I.- SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE UNIT.SECTION 310.9. 1. HARD -WIRED SMOKE ALARMS EQUIPPED WITH - BATTERY BACKUP.@ NEW BEDROOM (IF ANY) 2:-ALL ELECTRICAL SHALL COMPLY WITH 2001 N. E.C.. THE FOLLOWING WILL BE PROVIDED AT THE JOBSITE FOR THE ELECTRICAL INSPECTOR.SINGLE LINE - DIAGRAM,PANEL SCHEDULES AND LOAD CALC FOR ELECTRICAL SYSTEMS.. 4:-ALL EXISTING DOORS AND WINDOWS LEADING TO THE PROPOSED AREA SHALL BE WATER PROOF. 5.-ALL SCREENED PANELS SHALL BE REMOVABLE. 6.-PROVIDE DRAINAGE SLOPE AWAY FROM DWELLING 2%, 1% ELSEWHERE: DRAIN TO STREET. ASPHALT SHINGLES SHALL BE SELF-SEALING AND PLACED OVER (2) LAYERS OF 15# FELT APPLIED IN SHINGLE FASHION WHEN INSTALLED A ROOF SLOPE THAT IS BETWEEN 2:12 AND 4:12. CLASS A MIN. RATING FOR ROOF PLAN. 8.- WALL COVERINGS IN SHOWERS OR TUBS WITH SHOWERS SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL - TO 70" ABOVE DRAIN. 9.- THE BUILDING ADDRESS SHALL BE PROVIDED IN SUCH - A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM - THE STREET OR ROAD FRONTING THE PROPERTY. 10.- EAVES/PROJECTIONS SHALL BE ONE -HOUR FIRE -RESISTIVE C TRUCTI HE V iER MATERIALS IF T EY PROJECT INTO THE 3'0" SETBACK AREA FROM THE PROPERTY LINE EAVES SHALL BE T-O" MIN.FROM - THE PROPERTY LINESJ UBC 503.2.1 AND 705) z jI z 0 44 F-4 0 0 67- cn OZ U W W Z un V M 0 00 p1 C,4 M kn 0 z 41001 of ofas as 10 EXISTING STUCCO EXISTING COMP. SINGLES EXISTING 0 0 STUCCO illlllllklllh6 m EXISTING COMP. SINGLES EXISTING COMP, SINGLES EXISTING STUCCO 71-loff EXISTING STUCCO I STUCCO 0 Fw---07 EXISTING COMP, SINGLES 12 31 EXISTING STUCCO EXISTING COMP, SINGLES m 0 0 0 0 IN 100101 sm x" sm mmmw In Rm ME MEMO MEMOMME EXISTING COMP, SINGLES "'L T EXISTING REAR ELEVATION EXISTING COMP, SINGLES EXISTING MKT--� 12 31 EXISTING STUCCO \ EXISTING COMP. SINGLES * 1i ii i 4'6 SCALE 1/4"=1'-001 EXISTING COMP. SINGLES 12 EXISTING COMP. SINGLESEXISTING 3 JCOMP SINGLES EXISTING EXISTING RIGHT ELEVATION SCALE 1/4"=11-011 EXISTING STUCCO EXISTING COMP. SINGLES Le Z Z Z > > cl, r- C.4 CIS o 00 o A 00 0 C-4 z CX O0 c� ON t" it kn C14 it rIn A • 1 I a COMP, SHINGLE CLASS ALL EXTERIOR FINISHES TO MATCH EXISTING SFD. AND WINDOWS NEW STUCCO mgwlw= COMP, SHINGLE CLASS 7 r r nm SHINGLE A wawa zz 02 wl z o a 64 u C13 0rn fn cz 0 z of ilwool Ito i'k I I SHEAR WALL SCHEDULE 1999 LABC MARK WALL TYPE A35 SPACING SILL BOLTING FIRST FLOOR WALLS SILL NAILING AT UPPER STORIES Ai 3/8 STRUCT I PLYWD W/ 8d 6" O.C. AT ALL EDGES V ALLOW = 260 #/FT 2411 5/8"@48"O.C. l6d@8"O,C� A2 3/8 STRUCT I PLYWD W/ 8d 4" O.C. AT ALL EDGES V ALLOW = 350 #/FT 18to 5/8" @ 48" O.C. 16d @ 4" O.C. A3/8 3 STRUCT I PLYWD W/ 8d (&, 3" O,C, AT ALL EDGES V 3X SILL, 3X STUDS @ VERTICAL JOINTS ALLOW = 490 #/FT STRUCTURAL INSPECTION REQD. 12" 5/8" @ 32" O.C. SIMP. SDS 1/4"X6-SCREWS @ 6" O.C. A3/8 4 STRUCT I PLYWD W/ 8d (a), 2" O.C. AT ALL EDGES V 3X SILL, 3X STUDS @ VERTICAL JOINTS ALLOW = 640 #/FT STRUCTURAL INSPECTION REQD. it 9 3/41' @ 3211 O.C. SIMP, SDS I/411X6-SCREWS @ 511 O.C. 15/32 STRUCT I PLYWD W/ 10d (&, 211 O.C. AT ALL EDGES V 3X SILL, 3X STUDS (&, VERTICAL JOINTS ALLOW = 870 #/FT STRUCTURAL INSPECTION REQD. 3/4" @ 2411 O.C. SIMP. SDS 1/41IX6-SCREWS @ 411 #4 DOWELS (N) (E) @ 24" O.C. 16 d at 6" O.C. 2XIO (N) TO SLOPE GE 2-2XT 3 DOUBLE TOP PLATE -A 4 RID TOP PLATE 6 "4""f BOARD 4 2'" MIN.- COLD JOINT (N)B.N. HOLE OLE FOR EPDXY INJECTION END WALL DOWEL NEW HEADER PER PLAN REINFORCING INTO 4X6 BLOCKING a, STRAP, CALIF. FRAME EDGE NAIL WALL SHT'G EXISTING FOUNDATICN/SLAB W 'PC% BLOCKING T 1-%f� UrTXT,�- CM NAIL T A TT 2X CRIPPLE WALL STRAP OVER SHEATING SIMPSON CS 16 STRAP x 4'-0" TRIMMER PER PLAN ................. FULLY NAIL STRAP W/ 16d SINKERS OR 10d COMMON KING STUD PER PLAN 7--T--77 NEWFOOTING 4 ALT. CONDITION 3/8" PLYWD W/8 d g 6-12— z 0 z NAILS OVER PLYWD EXISTING FOOTING #5DOWELS x24'L. SHEAR MAT'L SEE PLAN LED 0" DITO STUDS BALANCE OF STRAP 2'-0" STRAP OVER WALL ALIGN BOT -511 �j=I I l I I I II EXISTING D 00TING & p 1:= EPDXY GROUNTED. OF FOOTINGS ---- ZZZZ- (N)E.N. V 49 4 4 4 4 z SIMPSON SET HIGH STRENGTH EPDXY INTO SOLID CONCRETE: (E) CEILING FRAME � A. ADHESIVE SHALL BE SIMPSON SET HIGH STRENGTH EPDXY MANUFACTURED BY SIMPSON STRONG -TIE, V (N) CEILING \At SHAPPED PLATE 8 PLEASTON, CALIFORNIA qCBO REPORT 45279, LA CITY #M5279) 0 Ln 10 = B. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS W W'.9 DRAG TO WALL AM IN ACCORDANCE WITH THE ICBO REPORT. ALT. BEAM a) C. THE INSTALLATION HOLE SHALL BE CLEANED OUT WITH A NYLON BRUSH AND COMPRESSED AM OR A BLOWOUT BULB. THE ]MINIMUM SETTING TIME SHALL BE ONE HOUR- THE ANCHOR IS NOT TO BE 1. 2X RAFTER 4x SHAPPED SILL PLATE tll F--4 -< DISTURBED DURING THIS CRITICAL SETTING TIME. 2. PLYWD ROOF SHTG. A D. INERT THE INJECTORNOZZLE TO THE BOTTOM OF THE CLEANED HOLE AND INJECT THE CERAMC 3. IX CONT. W/16 D NAILS @ 8" O,CO, , EPDXY TO APPROX. 1/2 OF THE HOLE DEPTH WHILE SLOWLY WITH DRAWING THE NOZZLE, INSERT THE ROD BY HAND TO THE BOTTOM OF THE HOLE, USING A SLOW TWISTING MOTION. 4. BOUNDRYNAIL ROTATE THE ROD IN BOTH DIRECTIONS TO INSURE THAT THE EPDXY FLOWS INTO ALL VOIDS AND CREVICES, 5. 2X BLKG W/PLYVvTD EN 0 4 Z E. SPECIAL INSPECTION (REGISTERED DEPUTY INSPECTION NEED NOT BE PROVIDED. 6. 2X CONT. W/16 dS @ 8" O.C. cn Q -X� 6, kn FROM BELOW NOTES: -U9 rfcar U W) r- � ALL EDGES OF PLYWOOD SHEAR WALLS MUST BE ALL INTERIOR NON BEARING & NON SHEAR- ALL A.B.'S TO HAVE MIN. 7- EMBEDMENT, \IV BLOCKED WITH MIN. 2X SOLID BLOCKING, WALLS MAY BE ATTACHED TO CONCRETE SLAB 7 BOLT DIAMETER END DISTANCE, PLATE 16 d @6"MAX. 4'-0" MIN.LAP WITH 5/8" X10" A.B. @ 48" WASHERS PER TABLE BELOW oe LENGTH OF WALL WHEN 00, 16d @6" O.C. FRAMING AT ADJOINING PANEL EDGES SHALL THERE SHALL BE A MIN. OF 2 NOTED ON PLANS 7 2-16d/STUD TYP. HOEDOWN 0 BE 3-INCH NOMINAL OR WIDER & NAILS STUDS SHALL BE SPACED MAXIMUM OF 16" O.C. BOLTS PER PIECE WITH ONE BOLT LOCATED T-O" MIN, L* SPLICE OVER STUD. SILL IL '/8"dA.B. 1/2" GAP B.N. SHALL BE STAGGERED. WITHIN 12 OF EACH END OF EACH PIECE 0 WALLS WITHIN VALLOW I 300#/FT EDGE NAIL (E.N.) SHEAR - #4 DOWEL /,;N WHERE PLYWOOD IS APPLIED ON BOTH FACES OF REQUIRE STRUCTURAL OBSERVATION BOLT WASHER PANEL TO UPPER TOP PLT. f i f 41111 �2) 1-7 ----- A WALL AND NAIL SPACING IS IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL LENGTHS SHOWN ON THE PLANS ARE MINIMUM 5/8" DIA. 2-1/2 X 2-1/2 X 1/4 16 D 11V 3/4" DIA. 2-3/4 X 2-3/4 X 5/16 1 1 6" O.C. JOINTS SHALL BE OFFSET TO FALL ON LENGTHS 7/8" DIA. 3 X3 X3/8 . .. .... ... ........ .... . DIFFERENT FRAMING MEMBERS OR FRAMING I " DIA, 3-1/2 X 3-1/2 X 3/8 ------ -- SHALL BE 3-INCH NOMINAL OR THICKER AND (0) PROVIDE 3X P.T. SILL PLATES FOR SILLS THAT REST NAILS ON EACH SIDE SHALL BE STAGGED ON CONCRETE OR MASONRY 3-16d END NAILS. A35, SILL NAILING AND A,B. SHOULD BE DOUBLE. ALI, CONTINUOUS EXTERIOR FOOTING TO HAVE HEADER SE/ (9 SHEAR WALL INDICATED PLAN. PLYWD. BOUNDARY & EDGE NAILING SHALL HAVE 5/8" X 10" A,B!S @ 48" 0,C. UNLESS T BY DON PLAN REFER SE\AP. SSTB BOLT NAIL SPACING ALONG INTERMEDIATE SUPPORTS 1/2" EDGE DISTANCE NOTED OTHERWISE FIELD NAIL TO SHEAR WALL SCHED. TOP & BOT. (FIELD NAILED) 12" O.C. 0 USE STAGGERED NAILS WHERE NAIL SPACING IS 14 ALL NAILS TO BE COMMONNAIL TRIMMER WHERE 3" OR LESS OCCURS PROVIDE SOLID FIRE 3 C�LqR _-'---ALT. FOOTING 15 BLKS . WHERE WALLS CONDITIONW/BEEL ALL BOLT HOLES TO BE DRILLED 1/32" MIN. TO 1/16" MAX. OVERSIZE KING STUD OR POST PLAN. ---EXCEED 10'0" HIGH EDGE NAIL (E.N.) SHEAR I i i i i i i 2 16d END 2X SILL AT ALL CEILING SEE DETAIL I FOR REPETITIVE INFORMATION V PANEL TO POST. I i I i I I NAILS. SOFFIT LINES. SSTB SELECTION TABLE: i y e-V � E i 9X4 STUD AND TRIMMER MIN. AT JAMES POST SHOWN WITH STRAP \2- T.N. EASIDE IV i i i i i I 11 11 EDGE NAIL (E.N.) SHEAR I I I I I I STUD TO PLATE. .... .... PANEL TO BOTTOM PLATE. xgan--A�a rarj3kdurang 1J 11 LHD SHOWN. INSTALL ON MMON WIMJIAI 0010-11 M-1 NOTE: Ln CY a HOEDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION 00to INSPECTION. DEEPEN FOOTING AS REQUIRED TO OBTAIN ANCHOR EMBEDMENT U �7 0 KING STUD OR POST W/ 4-1/2"MIN.9"MAX DO NOT INSTALL HTT OR MTT EDGE NAILING. BOLT 7" MIN. 2X4 PRESSURE TREATED SILL HOLDOWNS RAISED OF THE MUDSILL FOR HOEDOWN TO BE FROM SILL END. 0 EMBEDMENT. PLATE w/ ANCHOR BOLTS r-) LOWER SILL V PER FDN. PLAN. INBOUND OF POST U.N.O. 01 H CAN BE VISIBLE ON PLAN. 10 U w GENERAL NOTES PLYWD CS 16X36" A35,%EACH F @ 48" O.C. END F RR RAFTER 1 Work must comply with the current California Building code, BX (E) WALL FRAMG. (N) 2X4 WALL SHEAR WALL --t V) National Electric Code, Uniform Plumbing code, Uniform ST 2115 48" O.C. PLYWD 24" PER PLAN 1811 A3 5 (a) RF RAFTER TO Mechanical Code and City of Anaheim amendments. SHEAR WALL #4 DOWEL 124" 24' 94 DOWEL CEILING TIE TYP. 2) All materials and fixtures are to be listed by an approved PER PLAN @32" O.C. 724'@32" O.C. '1-, 7.- E.N. 2X BLK W/A35 testing agency. , �Z- 3) Roofing materials to be rated "Class B" minimum, except E.N. 4" CONC. SLAB -`*1 10 @24" O.C. South of #91 and East of #55 Freeways which shall be rated (SEE PLAN) G 0 0 RIDGE B.N. "Class A". Minimum pitch of a roof is 1/4 inch per foot. 2- 10d 0 0 BOARD 4) Lumber: TOE NAIL 177177717777zl� or 6 x and larger F.G.------- --- dE.N. a members and D.F. #2 for all 4 x and smaller members. zo I Use Douglas Fir construction grade# I f RF RAFTER G, 0 CEILINGTII�- ;I E.N. b) All lumber in contact with concrete or mason ry shall be (E) CONC. FTG. 1171111 pressure -treated or wood with natural resistance to decay. 2x RIDGE 1211 MN. 6 MLL VISQUEEN W11171 16 d —J 00 c) Rafter ties 4' on center required immediatly above BOARD CONT. 0 SANDWICH BTWN 12' EACH END coiling joists when rafters and ceiling joists are not 144 parallel. A35 "Y' CLR. 2 " OF SAND @ TOP -- S- /--t— & BOTTOM TOP & BOY SHEAR WALL LLJ d) Plywood edges of subfloor shall have tongue and groove RF aFTER %'� ��3 CLR. PER PLAN or solid blocking at edges. ON ALT. FACE #4 DOWEL X 16" 12" � \,\ 0 5) Light and Ventilation: @ 32" O.C. W/SIMPSON (N) CONC. FT'G a) Rooms used for living, sleeping, eating or cooking shall "SET" EPDXY ENIB. be provided with natural light equal to one -tenth of the%12 floor area with a minimum of 10 square feet. 2x 4 (HI) CEILING JOIST 2x4 WALL b) Rooms used for living, sleeping, cating or cooking shall WHERE OCCURS FRAM z be provided with natural ventilation eual to one -twentieth 0 of the floor area with a minimum of 5 sq. ft. W/4- 16d 9 EACH BEARING c) Bathrooms, laundry and sirnsilar rooms shall have natural END @ 2401 O.C. WALL ventilation not less than 1/20 of the floor area or 1.5 sq, ft. minimum, or provide mechanical ventilation with a minimum of 5 air changes per hour. d) Each bedroom SHALL have means of egrees in case of emergency that opens DIRECTLY to an open yard. The minimum net clear area of the window 2pening shall be 14 53 sq. ft. with a minimum width of20" and a minimum height of 24". The sill of this window shall not exceed 44" from floor. An exterior door will comply. 6) Every dwelling room shall be provided With heating facilities capable of maintaining a room temperature of 70 degrees at any point 3 feet above the floor. 7) A door is NOT permitted from a garage to a bedroom. CONT. @ S16 2 BAYS EA. SIDE 2x4 OUTLOOKER 2x4 OUTLOOKER 8) All exterior doors shall have a switch and exterior light. OF SHEAR WALL 24" O.C. 9) Smoke detectors are required in each sleeping room and in the ROOF FRAMING g 24" O.C. area giving access to the slepping rooms. B.N. 24' 10) When applying stucco over plywood, the moisture barrier ROOF SHEATING A L► shall consist of 2 layers of Grade D paper minimum. B.N.X4 HEADER W/EDGE NAIL 2-16d B.N. 24' SHEAR S1LL X WALL XX2x BLKG BTWN STUDS PER PLAN 94 DOWEL W/5/8"d A.B. 611 MIN SIMPSON CS 16 U.N.O. E.N. -- — — — — — — — — — — — — AT HEADER AND SILL TO U NAILING SCHEDULE f NAIL BLOCKING (TYP. 2 PLACES) 0 0 0 F.G STRAP W/ 8d COMMON 0 Common or Box nails shall be used except where otherwise stated. — — — — — — — — — —E N OPENING WINDOW NAILS AT 4" O.C. SHEAR WALL 4 1. Sole Plate to be joist or blocking, face nail 16d at 16" o.c. PER PLAN At braced panels 3-16d per 16" CEIL'G JOIST WHERE OCCURS 2. Studs to sole/top plate 4-8d, toe -nail or 2-16d, end nail h I\ 00 OK 00 Double studs, or built-up comers, face -nail 16d at 24" o.c. I I I � — 3. Top Plate doubled typical face -nail 16d at 16" o.c. i I I 2x FASCIA 18 Lap splice of doubled plate 8-Id 2 X BLKG 2X4 FLAT BLOCKING H �-+ Laps and intersections face -nail 16d at 16" along ea. Edge 1- #4 4. Joists (ceiling of floor) to girder or sill, toe -nail 3-8d W/ A35 g 24" O.C. W/ EDGE NAIL c TOP & BOT. Bridge to joist, toe -nail each end 2-8d \\-,I Rim joist to top plate, toe -nail 8d at 6" o.c. 0 Ceiling joists, laps over partitions, face -nail 3-16d 2X WINDOW SILL E--q 5. Rafter to plate or ridge 3-16d PLYWD oW/ EDGE NAIL 03 CLR. "tt 6. Wood Structural Panels: veneer plywood, composite panels, SHEAR 01 r---q l and Oriented Stand Board {OSB} Subfloor, roof & wall sheathing (to framing): SHEAR MAT'L SEE PLAN 12" Nailed 6" ox, at edge, 12" o.c. @ intermediate members. (APPLY ABOVE AND 1/2": 6d common or deformed shank A BELOW OPENING) DATE 07-23-04 19/32" - 34": g8d common or 6d deformed shank SHRWLL OPENING AOMkL 7/8" - V: 8d comon or deformed shank 1 1/8" - 1 1/4": 8d comon or 10d deformed shank 1 15 12 UJ UJ S 2 of 2 IEOF I \ I CF'-1 R FORM �I MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R ..ev �v. 4.Itt,,VV ,Y.i(VV1,4TM( vY„Vitl .7 7uvou4 ?v um .awtiriuru3 mum contain Lnese measures regardless of the compliance approach used, It ems ms P P e Mark � Marked with an ast erisk sk e may be sup erseded d b de more st ringent �} Y st entcompliance . l'� , Y g requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall' be considered . a ed by all ponies as minimu m component performance specifications fort Po Phe mandatorymeasures whether they.are Shawn elsewhere` or on this checklist only. in the documents Instructions: Check or initial applicable boxes when completed or enter N/A If not Applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: c 150(o): Minimum R-19 Ceiling insulation. X 150(b): Loose fill insulation manufacturers labeled R-Value. X 150(c): Minimum R-13 Wall insulation in wood framed walls or equivalent U-foctor in metal frome walls (does not apply to exterior mass walls). X 150(d): Minimum R=-19 raised floor insulation in framed floors; X 150 I a insulation -- water () : Slab edge absorption rate no renter than 0.3 % water vapor transmission rate g no greater than 20 perm/inch. N/A 118: Insulation specified or installed meets insulation quality standards. Indicate t and form. q tY type X 116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltrotion Controls. 1. Doors and windows between conditionedand unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) hove label with certified U-foctor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. X 150(g): Vapor barriers 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 Lags. 1. Masonry and factory -built fireplace 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. 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 ail applicable hooting and/or cooling systems. X 150(j): 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 hooter tank, non --recirculating systems, insulated (R-4 or greater) . 3. Sack -up tanks for solar system, unfired storage tanks or other indirect hot water 9 tanks have R-12 external insulation or R--16 combined intemai/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 tonk. 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 ap liable re irements of UL181, UL181A, or U11818 . If ostic or to is used to seal a nins great r than 1 /4 inch, the combinatio of mastic and either mesh or to s,all be used. uiidin covii ss sha I not be used for onveying cond ti tried air. Joints are seams of duct systems and L air components shall not be sealed V h cloth back Tu ber oddhestve du tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems hove backdra€t or automatic dampers. 3. Grovit ventilating s ems serving conditioned space have either automatic or readily accessible, monully operated dampers. X 114: Pool and Spa Hooting Systems and Equipment. 1. System is certified with 78 % thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and hooter for future solar hooting.- b. Cover for outdoor pools or outdoor spas. 3. Pool 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 hove 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 lighting 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 on 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 shall provide to the building owner at occupancy maintenance information for all features, materials, components, devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearlystate P > and manufactured The label may be limited to identifying, b tit d and incorporated an a readily accessible Label. y ify g, y le and/or publication number, the operation and maintenance manual for that particular model and type of feature, material, component, or manufactured device. c17.8.1.2 After installing wall, 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 stating that the installation is consistent with the plans p and specifications described in Section i 0 `103(a)2.A and for which thebuilding permit was issued and conforms with the requirements of Port 6. The certificate shall also state the monufacturer s name and material identification. CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 1 CF-1R Pr oject o ect T i j tle,«,«,«,,,« PROPOSED VARGAS RESIDENCE Date. «11/15/04 11, 091 52 Project Address. , « ..... 14 -.-__ --- 6 E POMONA STREET �� ,� E SANTA ANA CA 92707 wv6.01* ! I Documentation Author.., CHRISTOPHER S. LEIGHTON I B td g it # I Terry Engineering I _ ,tiuF 180 E Main St Ste 150 I P1 n4Check~/ ate I Tustin, CA 92680 I _______.._ I (714) 838--1124 I F" i e 1 d Check/Date 1 ClimateZone, , , , , .. , , . « 08 --------------------- Comp (lance Method,«..,, MICROPAS6 v6,01 for 2001 Standards by Enercomp, Inc. I MICROPAS6 v6.01 File-SO407820 Wth-CTZ08S92 Program -FORM CF-1R I I User#-MP0206 User -Terry Engineering Run -PROPOSED VARGAS RESIDENCE I _______________ _ _ ___,._ __e.._____..____-_..______-__-----_-__-__-________ GENERAL INFORMATION -------------- Conditioned Floor Area,,,,, 2157,03 sf Budding Type,,,,,,,,,,,,,, Single Family Detached Construction Type .......,, Existing Plus Addition Building Front Orientation, Front Facing 45 deg (NE) Number of Dwelling Units,.. 1 Number of Stories.. 1 Floor Construction Type..,, Slab On Grade Glazing Percentage,,,,««,,« 13,7 % of floor area Average Glazing U-factor,., 1.27 Btu/hr-sf-F Average Glazing SHGC. , , . , , , 0.8 Average Cel ling Height{.... 8 ft BUILDING SHELL INSULATION - y Component Frame Cavity Sheathing Total Assembly Type Type R-value R-value R-vatue U-fa t Y c or Location/Comments ___ ____ -_ ------- _ ________ ___ _ _ _ _-__ .�______�.___ ______ Roof n/a R-19 R-n/a R-19� �0.051 Existing Attic New Attic Ceit Wall n/a R-0 R-n/a R-0 0,386 Existing Ext W Wall n/a R«-13 R-n/a R--13 0,088 New Ext Wa i t WaIt n/a R-13 R-n/a R-13 0,079 New Interior W Wall n/a R-0 R-n/a R-0 0.322 Existing Gypbo Door n/a R-O R-n/a R--0 0,330 Exterior Door S labEdge n/a R-°0 R-n/a F2=0, 720 Covered StabEdge n/a R-0 R-n/a F2=0,550 At Garage FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation_____ __ (sf)� Factor � Shading Shading Fins Window Front( N) 24.0 1,280 0.800 __..___ Standard ____ Standard _ r None W i ndow Front (NE) 18.0 1,280 0,800 Standard Standard None W i ndow Right { NW) 18.0 1. 280 0.800 Standard Standard None W i ndow Back (SW) 24, 0 1, 280 0.800 Standard Standard None Door Bach (SW) 40.0 1,250 0,800 Standard Standard None CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 2 CF-1R Project Title. , , , , , « , , . PROPOSED VARGAS RESILIENCE Date.. 11 / 15/04 Ili 09152 I MICROPAS6 v6,01 File-SO407820 Wth-CTZ08S92 Program -FORM CF-iR I I User#-MP0206 User -Terry Engineering Run -PROPOSED VARGAS RESIDENCE I ________ _______ ___ __- _-----_-_-___-____--.o______-_-----_____.._______ FENESTRATION ------------ Over-- Area U_ Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins -------------------- _____ ______ ------ --------------- -------------- ----- Window Right {NW) 20.0 1,280 0,800 Standard Standard None Window Front (NE) 12.0 1.280 0.800 Standard Standard None W i ndow Right (NW) 24, 0 1« 280 0, 800 Standard Standard None W i ndow Right (NW) 24.0 1,280 0,800 Standard Standard None W i ndow Back (SW) 24. 0 1, 280 0, 800 Standard Standard None W i ndow Back (SW) 3.0 1,280 0.800 Standard Standard None W i ndow Back (SW) 24.0 1,280 0,800 Standard Standard None Door Left (SE) 40.0 1.250 0,800 Standard Standard None SLAB SURFACES ------------- Area Slab Type (sf) Standard Stab 217 HVAC SYSTEMS - Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat _- Type Efficiency Airflow Location R-value Leakage D Type __-_-____ ------------ _ ___________ _______ _______ ______ ---------- Furnace 0, 780 AFUE n/a Attic R-4, 2 No No-SetBack ACSp(It 10.00 SEER 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 (gat) R-value ____________ ____ __ -------------------- _ -_- _-____ ------ ---------- Storage Gas Standard _ ~2 ,43 - 100 R-12 SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- xw* Items in this section should be documented on the ptans, installed to manufacturer and C C E specifications, and verified during plan check and field inspection, � Mandator Measures require a R�-12 or greater Y q g external blanket on Gas Storage Water Heaters with Energy Factors less than 0.58, This building incorporates non-standard Water Heating System CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 3 - g CF 1R Project Ti tle ills«,(,,,,,,, PROPOSED VARGAS RESIDENCE Date, , 11 / 15/04 Ili 09+ 52 i MICROPAS6 v6,01 FI(e-°SO407820 Wth-CTZ08S92 Program -FORM CF-IR I i User#-MP0206 User -Terry Engineering Run -PROPOSED VARGAS RESIDENCE I ------------------------------------------------------------------------------- REMARKS -------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance spec I f I cat I ons needed to comp 1 (e-- , P with Tit 24 arts 1 ard 6 of the California Code of Regulations, and the administrative regulations to iriptement them. This certificate has been signed by the irli vidual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built In 9 9 p multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section, DESIGNER or OWNER DOCUMENTATION AUTHOR Name, , , , A� _ ......... -- Name,.,. CHR _ __ _____ LSTOPHER S. LEIGHTON Owner,,. MR ELISEO JACOBO VARGAS Company, Terry Engineering Address, 180E-Main St St Address, 614 E POMONA STREET g e e 150 SANTA ANA CA 92707 Tustin, CA 92680 Phone, « . ( 714) 571-0308 Phone, « . ( 714) 838-1124 Signed, ,------------------------- S I fined. { date) {date) ENFORCEMENT AGENCY Nave,,,, Ong Title, , , ___ : VI SF-W1 0---_-- Agency, , -- -T l66,70f. 7'80-----__ __ Phone, Signed,, ___ �(;ate) { UPON COMPLETION OF CONSTRUCTIONi CONTRACTOR SHALL OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY COMMI SS ION AT, www, energgy,ca.gov/t1tte24 (CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS) THESE FIRMS SHALL BE COMPLETED, SIGNET} AND POSTED ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR PRIOR TO FINAL. INSPECTION. No. 17014 < Lli • +* Of •e _ter 0 0i + el Li CJ_ .t •! 'A .r4 W F- Q U_ 0 Q 0 N Z I a Date: 11-16-2004 Sage: - AS NOTED JCT �eM d JT 11-16--2004 Job Na:.w...r. 040782