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Home My WebLink About10138986.pdfELECTRICAL LEGEND WALL LEGEND o COMBO LIGHT/FAN 0 NEW 2X4 WALL 5 AIR CHANGES/MIN. .., • { e� OUTLET EXISTING, TO REMAIN SWITCH - ` r - - EXISTING, TO BE REMOVED EXTERIOR LIGHT FIXTURE VANITY LIGHT FIXTURE nS SMOKE DETECTOR EXISTING SINGLE FAMILY 60.00' i 234' 6_0)) NEW 2X4 WALL EA"NG WALL TO BE REMOVED I !� EXISTING WALL TO REMAIN 00 0 0 i o1 i J0'B A� EXISTING � SINGLE i FAMILY i B I R C H all EXISTIiN RESI-DENCE J 11 im LMN S T R E E T GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 CALIFORNIA BUILDING,ELECTRICAL CODES, ORDINACES. 2. VERIFY ALL DIMENSIONS, D0 NOT SCALE DRAWINGS. 3. ULTIMATE CONCRETE STRENGTH TO BE 2,500 P.S.I. @ 28 DAYS. 4. LUMBER: USE • - COMEMRCIALR ALL POSTS r AND LARGER r BEAMS AND COMMERCIAL ., GRADE ALL 4X AND LUMBERSMALLER. ALL SHALL BE GRADE MARKED. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, AND TO PROTECT THEM FROM DAMAGE, THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT I CONJUNCT10NPROSECUTION 6. COMPLIANCE 'SHALL BE MADE WITH THE STATE'S ENERGY CONSERVATION CONSTRUCTIONREQUIREMENTS. FILE REQUIRED DOCUMENTATION ON THE DRAWINGS. 7. DRAWINGS AND WORK MUST SHOW COMPLIANCE,WITH GENERAL AND CONVENTIONAL REQUIREMENTS • • AND CHAPTER 18 FOUNDATIONREQUIREMENTS. 'F NEW ROOM i ADIDTION i ATTIC VENTILATION: ATTIC AREA = 163.3 SQ. FT. X 144 = 23519.5 SQ. IN. � VENTILATION REQ'D: 23519.5/150 = 156 SQ. IN. � VENTILATION PROVIDED: (6) "PLYCO" EAVE VENTS 26 SQ IN. EACH TOTAL VENTILATION PROVIDED � = 156 SQ. IN. � EXISTING i SINGLE i FAMILY i i PROJECT DATA PROJECT OWNER: CLAUDIA HAUBER PROJECT ADDRESS: 3129 S. BIRCH SANTA ANA, CA 9270 OCCUPANCY GROUP CLASS: R--5 TYPE OF CONSTRUCTION: V-N LOT SIZE: APPROX. 6828 S.F. EXISTING LIVING: APPROX. 1665 S.F. PROPOSED ROOM ADDITION: 163 S.F. APPLICABLE CODES: 2001 CALIFORNIA BUILDING CODE (CBC) 2001 CALIFORNIA PLUMBING CODE (CPC) 2001 CALIFORNIA MECHANICAL CODE (CMC) 2001 NATIONAL ELECTRICAL CODE (NEC) No. Date Issue / Description 11-19-02 1st Bldg, Dept, Submittal 06-05-03 2nd Bldq, Dept, Submittal • !• •. •.{ r • air r: w• • � ••r • Project l CLAUDIA HAUBEN 3129 S.. BIRCH SANTA ANA., CA 92701 License Stamp, Principal in Charge Project Director A. Scales Project Architect Project Designer A. Scales Checked By l A. Scales Sheet Title 90 SITE & FLOOR PLANS to Sheet No. _ SCALE: 1/4" _ T-U' LAlk - A Mi CADFILE PLOT DATE ??/??/?? SCALE: 1/8„ = 1,-D» C07 Alml �1� i g ,} ;�, No. Date Issue / Description 11-19-02 1st Bldg Dept, Submittal 06-05-03 2nd Bldg. Dept, Submittal Project = CLAUDIA HAUBEN 3129 S. BIRCH SANTA ANA, CA 92701 License Stamp= Principal in Charge = Project Director = A. Scales Project Architect = Project Designer = A. Scales Checked By = A. Scales Sheet Title = AL A Sheet No, _ CADFILE= OOPYRK*R' PLOT DATE- No. Date Issue Description 11-19-02 1st Bldg, Dept, Submittal 06-05-03 2nd Bldg, Dept, Submittal SIMPSON PHD6 4 x 4 POST 0"YPICAL - UN.0) tx 1b b tK �K 4 x 4 4 x 6 C5 C9 C5 ROOF RA�TERS 0 16'OC. .® X'A - 4&_ 1 %_w -",Qo aK U W X 0 1b XP 4x12 D.F. #1 BEAM Quo DBL 2 X 6 7- 7- -7-7-7 t v X r3 X AD-2 CAUFORNIA k 0 FRAMING 0 LIVING SEE DETAIL SIAD-2 o ok' Cr)- C-1 WALK—IN CLOSET < 0 FLOOR FRAMING PLAN SCALE: 1/&' T-0" SHEAR WALL SCHEDULE DESCRIPTION LOAD, SILL NAILING FDN ANCHORAGE 3/8" THICK WALL SHEATHING, EXP 1 260 PLF 16d @ 5"' O.C. 5/8" DIAM. AB @ 24" O.C. WITH 8d NAILS @ 6" O.C. @, EDGES (FIELD VERIFY) -P-U' x �Y-U MIN, LANDING VERIFY DI ENSION W/ CEILING JOIST SCHEDULE OWNER 121 WIDE BY 121. DEEP MARK JOIST SIZE MAX. SPAN CONCR FOOTING (TYP) cL 8 SEE D 8/AD-1 24C16 2 X 4 D.F. #2 @ 16" O.C. CW-61' tK tK tK 26C`16� 2 X 6 D.F. #2 @ 16" O.C. 15-0" tK K v Quo .�o� 28C16, 2 X 8 D.F. #2 @ 16" O.C. 170-619 tK sr 3-1/2' THICK CONCRETE SLAB NAILING SCHEDULE . ...... W/ #4 BARS 0 24P O.C. 0 MID -HEIGHT ...... W/ 6X6 - 1OX10 W.WM, OVER 6 MIL 1-0" TYR Fm� t JOIST. TO SILL OR GIRDER, TOE NAIL 3-8d POLYTHYLENE MOISTURE BARRIER BRIDGING TO JOIST, TOENAIL, EACH END 2-8d & 2" SAT BASE IT SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 16d @ 16" O.C. ,oyQ�o� 7—/ SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACI NAIL per 16' 7 12 TOP PLATE TO'STUD, END NAIL 2-16d STUD TO SOLE PLATE 4-8d, toenail or 2016d, end nail DOUBLE STUDS, 'FACE NAIL 16d @ 241" 0. C. MST27 0 8!1 x THICKENED SLAB MST27 0 DOUBLE TOP PLATES, TYPICAL FACE NAIL 16d @ 16" O.C. SILL PLATE, AGAINST EXISTING FOUNDATION SILL PLATE DOUBLE TOP PLATES, LAP SPLICE 8-16d #4 REBAR 0 4V O.C. TO BE BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 3-8d SET 8"'INTO EXISTING FOOTING RIM JOIST TO TOP PLATE, TOENAIL 8d @ 6 O.C. LAP 24Y WITH NEW REBAR (TYP) TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d CEILING JOISTS TO PLATE, TOENAIL, 3-8d LIVING MASTER CONTINUOUS HEADER TO STUD, TOENAIL 4-8d CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d WALK—IN RAFTER TO PLATE, FACE NAIL 3-8d CLOSET BUILT—UP CORNER STUDS 16d @ 24 O.C. 2 PLANKS .2-1.6d @,each bearing ROOF SHEATHING: 15/32" THICK T&G APA RATED SHEATHING, 32/16 SPAN RATING, EXPOSURE 1. NAIL EDGES AND PERIMETER WITH 8d NAILS @ 6" O.C. AND 8d @. 12" O.C. AT FIELD. ALL EDGES UNBLOCKED UNLESS OTHERWISE SPECIFIED. RATH 2 M tK K 0 K C7�"K [13:7-\ NOTES UNDATION PLAN SCALE: 1/&' 11-011 Project s 1960" CLAUDIA HAUBEN 3129 S. BIRCH SANTA ANA., CA 92707 F�III7+�iF�'� License Stamps Principal in Charge Project Director = A. Scales Project Architect Project Designer = A. Scales Checked By = A. Scales Sheet Title ARCHITECTURAL FRAMING PLANS FOUNDATION PLA Sheet No. ■ jUN (,l U41 CADIFILS PLOT DATS ??/??/?? STUD WALL INTERIOR FINISH HEADER SEE STRUCT, MOISTOP OR EQUAL LAP 0/ Z- BAR FLASH SEE TYPICAL INSTALL GRACE ICE & WATER SHEILD BUILDING PAPER Z'x E RS, FOAM TRIM APPLIED 0/ BROWN COAT ALT, SIZES/SHAPES MAY OCCUR SEE EXT ELEV, WHERE APPLIES SOFFIT. WHERE OCCURS - SEE PLAN W Y i 3-COAT STUCCO SYSTEM 0/ PAPER -BACKED WIRE LATH 26 GA. MTL Z-BAR FLASHING - SHIM 2x MILLED FRAME WEATHER STRIPPING WOOD DOOR CASING DOOR STUD WALL INTERIOR FINISH HEADER SEE STRUCT, MOISTOP OR EQUAL LAP 0/ WINDOW FLANGE SEE TYPICAL INSTALL DETAIL GRACE iCE & WATER SHEILD LAP 0/ Z-13AR FLASHING BUILDING PAPER PROVIDE r i . SEALANT ♦ r r rA' &WINDOW FRAME MANUR FACTORY WINDOW AS SCHEDUI ED RXED OR SLIDER WHERE INDICATED DOOR. HEAD TRIM WINDOW HEAD STUD WALL INTERIOR FINISH MOISTOP OR EQUAL SEE TYPICAL INSTALL DETAIL GRACE ICE & WATER SHEILD BUILDING - PAPER 2'�C E RS, FOAM TRIM APPLIED 0/ BROWN COAT ALT. SIZES/SHAPES MAY OCCUR SEE EXT ELEV. WHERE APPLIES WALL WHERE OCCURS SEE PLAN 3-GOAT STUCCO SYSTEM 0/ PAPER -BACKED WRE LATH SHIM 2x MILLED FRAME WEATHER STRIPPING WOOD DOOR CASING DOOR WEATHERSTRIP BEYOND PER HD/JAMB DETAIL FACE OF WALL TRiM --1 BEYOND INTERLOCKING THRESHOLD SET ON (?a CONT, BEADS OF � t � rA r SEALANT, � _ PLASTER DOOR SCREED A WALL � I BOTTOM HOOK, BEYOND HARDSCAPE BELOW SCREED d d d d MANUF, FAC AS SCHEDUI WHERE iNDIIjA I to MANUR FACTOR) AS SCHEDULED I WHERE INDICATE GRACE ICE & Wig MOISTOP OR EQ BLDG PAPER SEI BUILDING PAPER WINDOW SEC11ON 14022OF iD "EXTERIOR OPENINGS EXPOSED i THE WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOP, F STRIP WITH TOP M ATTACH B STRIP WITH Wit! /11. LEVEL ROUGH i EXTEND EVEN WITH r a. BEYOND EDGE OF ROUGH OPENING AT START 81RP ? BELOW LOWER EDGE LEAST 8a SE"E ALL MOISTOP OF SILL STRIP AND EXTEND 4" ABOVE i• RLOWERi C OF OR POWER -DRIVEN STAPLES, NOTE LINE-MW, WHEN USED AS B"NG TO SUPPOW BIJUDING PAPER BENEATH `i C FOR oar , ! MENT PLASTER(STUCOO), SHALL BE INSTALLED AS FOLLOM I WIRE GUAGE� SPACING, AND ATTACHMENT $HALL BE IN -ACCORDANCE WITH REQUIREMENTS OF BUILDING NEWS ITEMS 47-1 2 PERIPHERAL FLASHIN0i AT ALL EDGES OF WALL OPENINGS, MUST COVER THE WIRE - r0 3, NO ATTACHMENT DEVIOM NOR THE WIRE BAMNG SHALL COVER OR PENETRATE INSTALL WINDOW JAMB NAILING COMMENCING AT THE BOTTOM (SOLE FLANGIES OVER A CONTINUOUS BEAD PLATE) OF THE WALL, LAY BUILDING OF ON OI.. a '' PAPER ! 9r .,F . . a• * !r, HEAD MOIST STOP (OR EQUAL) ON A NOTE CUT ANY EXCESS BUILDING CONTINUOUS ! OF PAPER THAT MAY EXTEND ABOVE APPLIED TO THE WINDOW! NAILING SILL FLANGE LINE ON . SIDE OF FLANGE (SHOWN AS SHORT DASHED DO NOT SLICE BUILDING PAPER HORIZONTALLY 80 THAT THE PAPER WILL • OVER THE JAMB STRIPS,` INSTALL SUCCESSIVE LINES OF BUILDING. PAPER 00D ETC) OVER JAMB. AND HEAD FLANGES, LAPPING EACH COURSE THE ABOVE METHOD APPLIES ONLY TO THE MOST COMMONLY USED TYPE OF METAL FRAME (SURFACE MOUNTE% FOR OTHER TYPES OF FRAMES, SPECIAL ATTENTION MUST BE PAID TO THE MANUFACTURERS RECOMMENDA11ONS qq�ll 11111q IN 1111 l i 1%1m^r OR H1P TILE PER TILE MFG. ASPHALT SHINGLE -INSTALL ON aR. RECOMMENDATIONS ROOF FELT ER NAILER ' )HTG, PER "® PLANS MING, 41STING) �. i t1�� 3L KING NOTE, REFER TO TILE MFR SPECIFICATIONS FOR INSTALLATION OF TILE i ROOF FELT LAP UP SIDE • (3A (3LALV, MTL ROOF TO RAKE WALL kk6HING PAN. i PENETRATIONS TO OCCUR THROUGH ROOF i FRAMING , r- • PLAN, r1f R E TO W. ALL I 1& 64 01 A K u i ' 3-COAT STUCCO SYSTEM X , O/ PAPER BACKED WIRE LATH 2 x P, T. SILL PLATE (3 X MAY OCCUR SEE STRUCT, PLANS) X CONTINUOUS NON HARDENING VINYL CAULK (3) BEADS OR Y' WIDE STRIP SLOPE SCREED PARALLEL W/ HARDSCAPE AT DECK �\\� LOCATION. WEEP SCREED 26 GA. GALV. MTL A W/ 3 1/2" HIGH NAILING FLANGE PER U.B.C. 47060 � Z HARDSCAPE MAY 000UR- � GIAV, METAL BASE FLASHING 7, AT VENT • FlNtiSH GRADE MIN, 30 #ROOF FELT A WEATHER BOARD LAP — W/ BASE FLASHING I— ROOF FRAMING &SHEATHING EEP SCREED ENT • N. 9= 0 • • � !'ter ## �'! ! ROOF SHTG. PER STRUCT, PLANS TRUSS A VARY SEE ROOF PER . RECOMMENDATIONS FREEZE BLOCK Ar WHERE METAL RAFTER •!•! REOD W •' C a ! qiC ii t•t i •h ! MIN. 30 44ROOF FELT LAP 0/ EAVE RISER EAVERISER HOLESWEEP r PER'iiT11 E r EDGE DRIPMETAL ALUMINUM rr . GUTTER ISTING SEE rii PLAN A ♦ ► (MATCH r ESAWN r rr. RESAWNSTARTER r AND PRIME PAINT •A • * A # r LATH i'• r r • A .WIRE M A A l A �' CADFILES AM .-. '1 A ..%-.... - 0%....21-., � •..STALL NS XISTING D. O.C. > BAYS r ND •H is I License • Principal in Charge Project Director 1 A. Scales Project Architect Project Designer A. Scales Checked By 1 A. Scales Em B.N. ROOF SHTG, 2X ROOF FRAMING, (MATCH EXISTING) M RIDGE BEAM: W/ TOE NAIL TYR EA FACE AND EA SIDE 2X6 PURLIN & 2X4 KICKER AS REUD TO LIMIT ROOF RAFTER TO 8'-0" SPAN MAX CALIF. RIDGE 4 HQT_2 5/8" DIAM, A.B. 0 4'-6' O.C. SEE DETAIL 8/AD-1 (EMBED A MIN. OF *P INTO FOR SCREED INFO FIRST POUR), USE 2lVxx3/16` STEEL PLATE WASHERS TYR PTD.F. SILL PLATE 244 PLYWOOD SHEATHING #4 DOWELS 0 241 QC 0 OR SHEAR WALL TWO -POUR FOUNDATION f (WHERE OCCURS) nil ALIGN W/ FOOTING EDGE RGL 6 MIL POLYETHYLENE MOISTURE BARRIER 2! MEMBRANE 0/ 2" SAND BASE POUR JOINT OPTIONAL il? 451 0(, 044 T&B CONT. . ........ .. T-0" MIN. EXTERIOR CONT. FOOTING 5 1 ROOF SHEATHING 0 CALIFORNIA FRAMING ROOF SHEATHING 0 CALIFORNIA FRAMING A35 PLATE NAILING B.N. 2X ROOF RAFTER OR 2X CONT. W/ 16d 0A TRUSS @ MAIN ROOF @ 16, O.C. FRAMING (TYP) B.N. B.N. 2X ROOF RAFTER 2X STUDS @ 16"O.C. 2X ROOF RAFTERS V- PLYWOOD SHEATHING (MATCH EXISTING WHERE OCCURS) 0+ FRAMING@ MAIN ROOF B.N. 2X BLOCKING Cc A35 PLATE NAILING B.N. ROOF SHEATHING 0 MAIN ROOF TO BE EXTENDED 2X DOUILE TOP PLATE TO MAIN ROOF SUPPORT 2X EXISTING ROOF RAFTERS o2 2X8 R.R. 0 CALIF. FRAMING @1&1 O.C. (U.N.O.) PROVIDE2X STUDS @ 16" O.C. 7 INTERMEDIATE SUPPORT 0 &-U'O.C. MAX PER DET 3/- PLYWOOD SHEATHING (MATCH EXISTING) CALIF. FRAM'G (PLAN VIEW) 5 CALIF,, ROOF TO EXISTING ROOF 3 CALIF. ROOF SHEAR WALL 2 No. Date Issue / Description 11-19-02 1st Bldg, Dept, Submittal 06-05-03 2nd 131da, Dept Submittal kIlf-11: ZNLM,V Alva, vil 01 14 1M. Project a CLAUDIA HAUBEN 3129 S. BIRCH SANTA AN , CA 92707 rim + ', License Stamp Principal in Charge Project Director i A. Scales Project Architect Project Designer = A. Scales Checked By, A. Scales Sheet Title 1 1 ARCHITECTURAL DETAILS III ron lw� COPYRIGHT@ CADFILE8 E MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R Note: Low6se 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 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. 150(i): Setback thermostat on all applicable heating 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. • fliFI t 5 feet of pipes closest to water heater tank, nonW-recirculafinq systems, insulated (R-4 or greater) . 3. Bikk-up tanks for solar` system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or, R--16 combined Internal/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. NSA 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 appliable requirements of UL181, UL181 A, or U1181 B . If mastic or topa is used to seal. opening greater than 1 /4 inch the combination of mastic and either mesh or tope shall be used Building cavities shall not be used far conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity, ventilating s stems serving conditioned space have either automatic or readily accessible, manually operated dampers. N/A 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 light. 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. 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 have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with plot <150 Btu f hr} X Lighting Measures: 150(k)1.: 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. N/A 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 CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 1 CF-1R Proj ect ,loot �PROPOSED �HAUBEN RESIDENCE Date, ,06/11/03 131 20, 14 J Project Address, , , , , . , 3129 SOUTH BIRCH -------------------- I SANTA ANA CA 92707 *v6, 01 W I -------------- Documentation Author, , , Janes W, Sri I th *X*#*** l d errs i t # I Terry Engineering �_ _�v �('0 180 E Main St Ste 150 19, an Che� / Date I Tustin, CA 92680 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-SO303510 Wth-CTz08S92 Program -FORM CF--1 R i I User#-MP0206 User -Terry Engineering Run --PROPOSED HAUBEN RESIDENCE I ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Ftoor Areal,,,, 1828 sf Bultding Type,,,,,,,,,,,,,, Single Family Detached Construction Type Existing Plus Addition Bultding Front Orientation, Front Facing 180 deg (S) Number of Dwe t l i ng Units, . , 1 Number of Stories, , , , .., . , . 1 Floor Construction Type,,,, Stab On Grade Glazing Percentage,,,,,,,,, 15,6 % of floor area Average Glazing U-factor, , , 1,14 Btu/hr-Wsf-F Average Gtazing SHGC,,,,,,. 0,77 Average Ceiling Height, , , , , 8 ft BUILDING SHELL INSULATION Component ------------------------- Frame Cavity Sheathing Total Assembly Type Type' R-�va tue R�-va lue R-�vo lue U-�factor �Location/Comments -- - Roof n/a R-19 R-n/a R-19 0.051 Existing Attic Existing Vault New Attic Cell Wall n/a R--11 R-n/a R-11 0, 098 Existing Ext W Wall n/a R-13 R-n/a R-13 0,088 New E xt Wa t t Watt n/a R-11 R~n/a Rw-11 0,091 Existing Gypbo Door n/a R--O R-n/a R--O 0.330 Exterior Door Interior Door S t abEdge n/a R--O R-n/a F2=0, 720 Covered FENESTRATION ------------- REMARKS CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 3 CF--1R _.a. w. ww ..w r�{�+�'►k++ew+1•+. •w. u.. 'yrw..+.++.....w w+.r ww ..w_«w�w««wr_«w +r ww wr ary r4.A^'ww_w+.....r...w:aw......w_.r.wa.r.++.......++.w w..wrr..r i.w_w+«r r+.r .r. w.0 «.w w.wrw. ww ww �.f.wY.�i..iw..'nN. a. aw wwii _aww_.rw wF.w.r___ rw..w_.w we. `sn ww ww. ww wr _+wr w.YlW.rw.r Project Title„ „ ,,,,,, PROPOSED HAUBEN RESIDENCE Date.,06/11/03 131 W 14 i� MICROPAS6 v6,01 File-SO303510 Wth-CTZ08S92 Program -FORM CF-1R I I User#-MP0206 User -Terry Engineering Run -PROPOSED HAUBEN RESIDENCE I COMPLIANCE STATEMENT This certificate of compliance lists the buIIdIng features and performance specifications needed to comply with TItte-24, Parts 1 and 6 of the Catifornia Code of Regulations, and the administrative regulations to implement then. This certificate has been signed by the individual with overall design responsibility. When this certificate of comptiance is submitted for a single building plan to be buitt in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeting Assumptions section, DESIGNER or OWNER DOCUMENTATION AUTHOR Name, _ �._ _.��.___.�_-- Name, , � �„ ,;1tt`r�es W, Sm I th Company, ___ CLAUDIA HAUBEN Company, Terry Engineering Address, 3129 SOUTH BIRCH Address, 180 E Main St Ste 150 SANTA ANA CA 92707 Tu:st itn; CA 92680 Phone, , , 714-545--8412 Phone, , , (714) 838-1124 License, ------------------------- J Signed, ------------------------- Signed,, ( date) ENFORCEMENT AGENCY Name, , , , ------------------------- Title-, , ------------------------- Agencyt,.,,.,.,,..___-_........__.___.._....______..._- ------------------------- Phone, , , _-_-____---__-___________ Area U-- Interior Exterior hang/ S I fined, , ------------------------- Cdate) Orientation Csf) Factor SHGC Shading 9 Shading --------- Fins Window Front (S) 24. 2 1,280 0.800 Standard Standard None Window Front (S) 24, 2 1.280 0.800 Standard Standard Nome Window Right (E) 24.2 1,280 0, 800 Standard Standard None W i ndow Back ( N) 5.0 0.600 0.650 Standard Standard None Door Back (N) 10,9 0,990 0,740 Standard Standard None CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 2 CF-1R Project TItlet ,,i,,,i,, PROPOSED HAUBEN RESIDENCE Date„ 06/11/03 13,20,14 I MICROPAS6 ICROPAS6 v6, 01 F 1 t e-S0303510 Wth--CTz08S92 Program -FORM CF-1 R i 1 User#-MP0206 User -Terry Engineering Run -PROPOSED HAUBEN RESIDENCE I FENESTRATION Over - Area U_ Interior Exterior hang/ Orientation (sf) Factor SHGC Shading ________ Shading__ __ Fins Window _~Back- C N) 13, 4 0, 570 0, 670 Standard Standard None Door Back ( N) 10, 9 0.990 0, 740 Standard Standard None Window Back ( N) 31, 9 1.280 0, 800 Standard Standard None Door Left ( W) 50, 5 1.250 0.800 Standard Standard None Window Left ( W) 38.5 1, 280 0, 800 Standard Standard None Door Back ( N) 20, 0 0,990 0, 740 Standard Standard None Door Back ( N) 20.0 0.990 0, 740 Standard Standard None Window Back ( N) 12, 0 0.600 0, 650 Standard Standard None SLAB SURFACES ------------- Area Stab Type (sf) Standard Stab 1828 HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual, Thermostat Type Efficiency Airflow Location R-value Leakage �_D�._� ___Type___ FurnaceVNw_ 0,780 AFUE n/a Attic R-4,2 No No SetBack ACSp l i t 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... Water Heater to meet minimum CEC Standards � � r UPON COMPLETION OF CONSTRUCTIONt CONTRACTOR SHALL OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY COMMISSION AT= www.energy.co..gov/titte24 (CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS) THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR, 4�_�d_aa t