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HomeMy WebLinkAbout10150771.pdfZ U K E R M A N R E S I D E N C E 2 1 0 6 NORTH VICTORIA DRIVE SANTA A N A, CA 9 2 7 0 6 a moot , Jw p F. LA& 1-I T LCempL"'T q -T—e-'6-r 8F 6tf�-7-feDQ � r d 1,1.zir Alarm, syste-n-i El me \tN. SANTA CLARA AVE E. SANTA CLARA AVE E.1.7th ST. u TRACTLEGAL DESCRIPTION: LOT 12, SANTAO; ORANGE,•' ASSESSORS PARCEL - #002-111-12 749.40 SO.FT GOVERNING BUILDING rjRr UBC 1997, CBIC 2001,• ANA MUNICIPAL CODE PLUMBING FACILITIES SHALL BE PROVIDED IN ACCORDANCE WITH THE CBC CHAPTER 29 AND CPC CHAPTER 29 AND THE CPC SECTION 413. AND TABLE 4-1 PROJECT ADDRESS 1 2106 VICTORIA DR. SANTA ANA, CA. 112-706 A55E55OR'5 PARCEL NUMBER # 002-111-12 APPLICANT NAME AND TELEPHONE ARI $ RICCI ZUKERMAN - y14.540.1400 REDEVELOPMENT PROJECT AREA NOT APPLICABLE GENERAL PLAN LAND USE PF516NATION LR-"'1 ALLOWED FLOOR AREA RATIO OR DENSITY -1 UNITS PER ACRE CURRENT ZONING DISTRICT R-1 TOTAL LOT SIZE IN S0.FOOTAGE AND ACRES 100' X 150.0'= 15,000 Sa.FT = 0.41 ACRES EXISTING NO CHANGE IN LOT SIZE PROPOSED PROPOSED USE AND FLOOR AREA OF EACH BUILDING ON -SITE ;. � °- - 125.Ea�i 5 FT IN MAIN RE515DENGE (EXISTING) '74G.400 5GZ.FT GUEST HOUSE (EXISTING -A/ REOUEST FOR VARIANCE) RESIDENTIAL UNIT TYPE AND # OF BEDROOMS EXISTING R-I SINGLE FAMILY DETACHED W/ EX15TING GUESTHOUSE MAIN HOUSE- 4 BEDROOM5; GUESTHOUSE- I BEDROOM REaUIRED ON -SITE PARKING 2-GAR GARAGE # OF EXISTING AND PROP05ED PARKING SPACES 3 ON-51TE TANDEM PARKING IN/ REOUEST FOR VARIANCE OCCUPANCY TYPE OF PROPOSED BUILDING EXISTING RESIDENTIAL FAMILY AITH EXISTING GUE5THOU5E BUILDING CODE 'YARDS' FOR PROPOSED BUILDING ALL EXISTING 5ET5ACK5 TO REMAIN (5EE 51TE PLAN) FIRE SPRINKLERS FOR FLOOR AREA INCREASE5 NO SPRINKLERS FOR PROPOSED GUESTHOUSE TYPE OF CONSTRUCTION TYPE V CONSTRUCTION EXTERIOR WALL AND ROOF MATERALS EXTERIOR WALL - SMOOTH 5TUCCO ROOF - PROTEX F115ER CEMENT ROOF TILES (ER-54412) IDENTIFY EACH BUILDING AS SPRINKLED OR NON -SPRINKLED NON -SPRINKLED MAIN RE5IDENCE NON-51=RINKLE2 &UE5T HOUSE ENGINEERING.STRUCTURAL ENGINEER. PROJECTS BLVD. NEWPORT 92661 877. •84 8813 REP: . R 1► GLANTZ ABSOLUTE.TITLE 24. CH GRADING 3846 CAMPUS DR No 949.852 8700 0002 REP: i SAUM , i (,EATIF REQ'D YES NO NIIICROFILM YE NO .OWNER. P%AD!ANT BARRIER @ ROOF YES NO IESiDENTIAL DIEV.,FEE ES NO ARI AND RICCI ZUKERMAN SCHOOL DISTRICT 2106 NORTH VICTORIA DRIVE YES NO SANTA ANA,, CA •,7!• NOTE: ARCHITECT SHALL NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAWINGS FOR .BIDDING PURPOSES PRIOR TO ISSUANCE OF BUILDING PERMITS. SHEET IA, DEX A-1 TITLE SHEET A-1.1 TITLE 24 A-2 SITE PLAN A-3 FLOOR PLAN r► 16871 SEA WITCH LANE HUNTINGTON BEACrH CALIFORNIA 92649 TEL 714 846 0177 FAX 7..11m_846 2817 ZUKERMAN Y RESIDENCE EXISTING GUESTHOUSE -1 ► 2106 VICTORIA DR SANTA ANA, CA - .92706 SE r " i ,1. JOB ISSUE DATE "-/ SUBMIT DATE PROJECT ARCH, Kt OTIS VILLARMIA / DECKARD DRAWN a.._. CHECKED TITLE SHEET 0 i w r <C p COMPUTER METHOD SUMMARY Page 9 C-2R ffffffffffffffffffffffff4Lffffffffffffffffffffffffffffffffffffffffffffffffffffff Project Title ......... . VICTORIA DRIVE Date..09/12/04 21:48:31 5ffffffffffffffffffffffffftffffffffffffffffffifffffffffffffffffffffffftfffffff, 3 MICROPAS6 v6.01 File-ZPOOLH Wth-CTZ06S92 Program -FORM C-2R 3 User#-MP1000 User -Absolute Consulting Engin Run -POOL HOUSE HVAC SYSTEMS AAAAAAAAAAAA Refrigerant Tested ACCA System minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R-value Leakage D Eff AAkkWAAAAAA AiAiWAAAA jUAkW AAAkWAAAW AAAKW ARWAAAA WkWA AAAA HOUSE Furnace 0.830 AFUE n/a Attic R-4.2 Pre199 No 0.738 ACSplit 11.00 SEER No Attic R-4.2 Pre199 No 0.696 SPECIAL FEATURES AND MODELING ASSUMPTIONS Items in this section should be documented on the plans, installed to manufacturer and CEC specifications, and verified during plan check and field inspection. This building incorporates a High mass Design. REMARKS AkkAAAA MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF-1R ffffiffffffffffffffffffffffffffffff4ffff4Lfffffffffffffffffffffffffff4ifffffffif Project Title.......... VICTORIA DRIVE Date..09/12/04 21:48:31 64Lfffffffffffliffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff, 3 MICROPAS6 v6.01 File-ZPOOLH Wth-CTZ06892 Program -FORM MF-lR 3 User#-MP1000 User -Absolute Consulting Engin Run -POOL HOUSE pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr), - - - - - - LIGHTING MEASURES Design- Enforce- er ment 150 (k) 1: Luminaires 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. 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 rqpm or one of the alternatives to this requirement allAved in Sec. 150(k)2.; and recessed ceiling fixtures are.IC (insulation cover) approved. AW A CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-lR ffiffffffffffffffffff4ffffffffffffffffffffffffffffiffffffffffffff4ifffffffffffff Project Title.......... VICTORIA DRIVE Date..09/12/04 21:48:31 bfffftfffffffffffffff4iffffffffffffffffffffffffffffffffffffftffffffffffffffffft, 3 MICROPAS6 v6.01 File-ZPOOLH Wth-CTZ06S92 Program -FORM CF-IR 3 User#-MP1000 User -Absolute Consulting Engin Run -POOL HOUSE COMPLIANCE STATEMENT AAAAAAAARAAAAAAAAAAA This certificate Of compliance lists the building features and performance specifications needed to comply withTitle-24, Parts I 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 Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name... KAREN OTIS Name.... SAMAK NOUR Company. KAREN OTIS ARCHITECT Company. Absolute Consulting Engineers Address. SEAWITCH Address. 3848 Campus Drive, Suite 218 HUNTINGTON BEACH Newport Beach, CA 92660 Phone... 71q-124(p-0 Phone... 949-852-8700 License. signed.. Signed.. (date) r E FFORCEMENT AGENCY (date) Name.... e Title... Agency.. A Phone... Signed.. COMPUTER METHOD SUMMARY Page 7 C-2R ffffffiffffffffffffffffffffffffIfffffff-fifffffi-- ffffif-ifffffffffffffffffffffff Project Title.......... VIWORIA DRIVE Date..09/12/04 21:48:31 Project Address........ POOL HOUSE -(JAAAAKWAAAAAAkWz CA *V6.01iio 3 3 Documentation Author... SAUM K NOUR 3 Building Permit # Absolute Consulting Engineers 3 3848 Campus Drive, Suite 218 3 Plan Check / Date,. Newport Beach, CA 92660 3 -_ 3 949-852-8700 3 Field Check/ Date 3 Climate Zone........... 06 compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. 6ffffffffffffffffffffffffifffffffff4lffffffffffffffffffffffffffffffffffffffffff, 3 MICROPAS6 v6.01 File-ZPOOLH Wth-CTZ06S92 Program -FORM C-2R 3 3 User#-MP1000 User -Absolute Consulting Engin Run -POOL HOUSE 3 tfffffffffffffffffffffffffff4ifffffffffffffffffffffffffffffffffff>> MICROPAS6 ENERGY USE SUMMARY • Energy Use Standard Proposed Compliance • (ketu/sf-yr) Design Design margin 0AAAAAAAAAAAAAAAAAAAAAA AKAWAKU AAAKAAAW AAAAKUAAA • Space Heating.......... 5.86 7.56 -1.70 0 • Space Cooling....,..,.. 2.07 AAAAAAAA AAAAAAAA AAAAAAAA Total 10,99 10.62 0.37 Water Heating not calculated tfffffffffffffffffffffffffff�-�Iffffi4ffffffifffffffffffffffffffffff-1/1 GENERAL INFORMATION AAAAAAAAAAAAAAAAAAA Conditioned Floor Area..... 768 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front orientation. Front Facing 90 deg (E) Number of Dwelling Units... I Number of Building Stories. 1 Weather Data Type ....... _ ReducedYear Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume .... __ 7680 cf Slab -On -Grade Area......... 768 sf Glazing Percentage......... 14.5 96 of floor area Average Glazing U-factor... 0.34 Btu/hr-sf-F Average Glazing SHGC....... 0.4 Average Ceiling Height..... 10 ft BUILDING ZONE INFORMATION AAA Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (SE) (cf) Units itioned Type (ft) (sf) Credit W,AAARPAAAA�iA KWA AkAiW AAAAA AAAWA AUWAWA AAAAA AAki3'.AAAAA AAAAAAAA) Residence 768 7680 1.00 Yes Setback 2.0 Standard No COMPUTER METHOD SUMMARY Page 8 C-2R fffffifififfifffifffffffffffiffffff-iffiffffffifffffififffififfffiifffiffffffffi Project Title.......... VICTORIA DRIVE Date..09/1.2/04 21:48:31 6ffffffffffffffffffffffffyffffiffffffffffffffffffffffffffffffffffffffffffftfff, 3 MICROPAS6 V6.01 File-ZPOOLH Wtb-CTZ06S92 Program -FORM C-2R 3 3 User#-MP1000 User -Absolute Consulting Engin Run -POOL HOUSE 3 OPAQUE SURFACES AAAAAAAAAAAAAAA Area U_ insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments AAAKAAM,PAAAAA KhAKU AAAAA AAAAA AAA AAAA KAKU AAAAAWAW AAAWAAAAAAA.A-kA HOUSE I Wall 282 0,088 13 90 90 Yes W.13.2X4,16 2 Wall 200 0.088 13 180 90 Yes W.13.2X4.16 3 Wall 287 0.088 13 270 90 Yes W.13.2X4,16 4 Wall 240 0.088 13 0 90 Yes W.13.2X4.16 5 Door 320 0.330 0 180 90 Yes None 6 Roof 768 0.031 30 n/a 0 Yes R,30.2X4.24 Attic PERIMETER LOSSES AAAAAAAAAAAAAAAA Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments WWWW. AAiw AAAAAAAA HOUSE 7 SlabEdge 30 0.760 R-0 No To Outside 8 SlabEdge 90 0.760 R-0 No To Outside FENESTRATION SURFACES AAAAAAA AA FiA.AAAAAAAA AA Area U_ Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC AAAAAAAAAAAAAAAAAAAAAA AAAAA AAAAA AAAAA AAA AAA) HOUSE I window Front (E) 38.0 0.340 0.400 90 90 Standard/0.76 Standard/0.68 2 window Left (S) 40.0 0.340 0.400 180 90 Standard/0.76 Standard/0.68 3 Window Back (W) 33.0 0.340 0.400 270 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS AAAAAAAAAAAAAAAAAAAAAAA AAXWindowAA A1AAAA0verhangKAAAA AAALeft FiTIAAA AAARight FinA;k Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght AAAAAWAAA AAAAA AAAAA AAAAA KW AAA) AAAA AAA) AAA) WA AAA) WA WA AAA) HOUSE 1 Window 38.0 4 5.6 2.0 1.5 7 2.33 7 16 2 2.33 16 2 2 Window 40.0 4 5.6 2.0 1.5 7 2.33 7 16 2 2.33 16 2 3 Window 33.0 4 5.6 2.0 1.5 7 2.33 7 16 2 2.33 16 2 THERMAL MASS AAAAAAAAAAAA Area Thick Heat Conduct- Surface Mass Type (9f) (in) Cap ivity UIMC R-value Location/Comments AAAAkkk".kA.AAAA AWjU, AAAAA A,.0 AAAAAAAA )W AKAAAAA WAAAAKIWAKWAAWA HOUSE I SlabOnGrade 268 3,5 28,0 0.98 4.60 R-0.0 Exposed 2 SlabOnGrade Soo 3.5 28.0 0.98 1,80 R-2.0 Covered 3 InteriorVert 100 1,0 24.0 0.67 1.70 R-0.0 Tile Walls (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF-IR fffffffffffffffffffff4ifffffffffffffffffffffffffffffffffffffffffffffffffffffffff Project Title ...... _.. VICTORIA DRIVE Date..09/12/04 21;48:31 Project Address........ POOL HOUSE CA *v6.01* Documentation Author... SAUM KNOUR I Building Permit # 3 Absolute Consulting Engineers 3 - 3 3848 Campus Drive, Suite 218 3 Plan Check / Date 3 Newport Beach, CA 92660 3 -_ 3 949-652-8700 3 Field Check/ Date Climate Zone........... 06 A W A W AKUWAk W Compliance Method...... MI v6.01 for 2001 Standards by Enercomp, Inc. 6ffiffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff, B MICROPAS6 V6.01 File-ZPOOLH Wth-CTZ06S92 Program -FORM MF- IR 3 3 User#-MP1000 User -Absolute Consulting Engin Run -POOL HOUSE 3 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 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. BUILDING ENVELOPE MEASURES AAAAAAAAAAAAAAAAAAAAAAAAAA Design- Enforce- er ment *150(a), Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R-Value. *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). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards, indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U-factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150 (a): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1, Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF-lR fffffffff4Lffffffffffflifffffffffffffffffffffffffffffffffffffffffffffffffffffffff Project Title........ . VICTORIA DRIVE Date..09/12/04 21:48:31 bifffffffffffffffffff.4ffffffffffffffffffffffffffffffffffffffffffffffffffffffff, 3 MICROPAS6 v6.01 File-ZPOOLH Wth-CTZ06S92 Program -FORM MF-1R 3 3 User#-MP1000 User -Absolute Consulting Engin Run -POOL HOUSE 3 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.56 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 - recirculating 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 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. *150(m): Ducts and Pans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, ULISIA, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust tan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 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 inches 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 continuously burning TABLE OF CONTENTS TOC ffffffi4�ffffffffffffffffffffffffffffffffffffiffffffffffffffffffffffffffffffffff Project Title.......... VICTORIA DRIVE Date,.09/12/04 21:48:31 Project Address.,...... POOL HOUSE fiAAAAAAAAAAAAAAAAAAAg CA *v6.01* 3 Documentation Author... SAUM K NOUR ******* 3 Building Permit # 3 Absolute Consulting Engineers 3 3 3848 Campus Drive, Suite 218 3 Plan Check / Date I Newport Beach, CA 92660 3 3 949-852-8700 3 Field Check/ Date 3 Climate Zone ....... ... 06 AAAAAAAAAAAAAAAAAAAATS Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. 6fffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff, 3 MICROPAS6 v6.01 File-ZPOOLH Wth-CTZ06892 Program-TOC 3 1 USer#-MP1000 User -Absolute Consulting Engin Run -POOL HOUSE 3 TABLE OF CONTENTS AAAAAAAAAAAAAAAAA Report page FORM CF-1R................ 1 FORM MF-lR .... 4 FORM C-2R ................. 7 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-IR iiiiffff,4ffffffffffffffffffffffffffffffffifffffffffffffffffffffffffffffffffffff Project Title.......... VICTORIA DRIVE Date..09/12/04 21:48:31 Project Address........ POOL HOUSE ******* CA *v6,01* 3 3 Documentation Author- SAUM K NOUR ******* 3 Building Permit # 3 Absolute Consulting Engineers 3 3 3848 Campus Drive, Suite 218 3 Plan Cheek / Date I Newport Beach, CA 92660 3 3 949-852-8700 3 Field Check/ Date 3 Climate Zone........... 06 AAAAAAAAAAAAAAAAAAAAu Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. 6ffffftfffffffffffffffffffffffffffffffffffffffffffftffffifffffffffffffffffffff, 3 MICROPAS6 v6,01 File-ZPOCLH wth-CTZ06S92 Program -FORM CF-IR 3 3 User#-MP1000 User -Absolute Consulting Engin RUn-POOL HOUSE 3 GENERAL INFORMATION AAAAAAAAAAAAAAAAAAii Conditioned Floor Area..... 768 sf Building Type .............. Single Family Detached Construction Type . ... . __ New Building Front orientation. Front Facing 90 deg (E) Number of Dwelling units... I Number Of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 14,5 % of floor area Average Glazing U-factor ... 0.34 Btu/hr-sf-F Average Glazing SHGC....... 0.4 Average Ceiling Height..... 10 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R-value R-value R-value U-factor Location/Comments AAAAWAAJiAA AWAU AAAAAAAA AAAAAAAA AlkkiuA AAAAUA AAAAAAAAAAAAAAAAAAAAAAAA Wall wood R-13 R-0 R-13 0.088 Door None R-0 R-0 R-0 0.330 Roof wood R-11 R-19 R-30 0.031 Attic SlabEdge None R-0 R-0 F2=0.760 To Outside FENESTRATION AAAAAAAAAW Over - Area U_ Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins AAAAA, AAAAAK AAWA KWAKWAAAAA AAAAA Window Front (E) 38.0 0.340 0.400 Standard Standard Yes Window Left (9) 40.0 0.340 0.400 Standard Standard Yes Window Back (W) 33.0 0.340 0.400 Standard Standard Yes THERMAL MASS AAAAWkWA Area Thickness Type Exposed (sf) (in) Location/Comments AAAAAWAkAK WAAAAWAAAA AAAAAA AkUKWA AhAAAWAAAAAAWAAAAAAA SlabOnGrade Yes 268 315 Exposed SlabOnGrade No 500 3.5 Covered InteriorVert Yes 100 1.0 Tile Walls CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-lR fffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff Project Title.......... VICTORIA DRIVE Date..09/12/04 21:48:31 6ffffff4.ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff, 3 MICROPAS6 v6.01 File-ZPOOLH Wth-CTZ06S92 Program -FORM CF-IR 3 3 User#-MP1000 User -Absolute Consulting Engin Run -POOL HOUSE 3 HVAC SYSTEMS AAAWAkiAAA Refrigerant Tested ACCA Equipment minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency AirflOw Location R-value Leakage D Type AAAAAAMAAAA AAWWAAAA, AAAAW AAkAAAAkkik AAAAAAA AAWAA AAWA j=MjkkkAA Furnace 0.830 AFUE n/a Attic R-4.2 Pre1999 No Setback ACSplit 11.00 SEER No Attic R-4.2 Pre1999 No Setback SPECIAL FEATURES AND MODELING ASSUMPTIONS Items in this section should be documented on the plans, installed to manufacturer and CEC specifications, and verified during plan check and field inspection. This building incorporates a High mass Design. REMARKS AAAAAAA 16871 SEA WITCH LANE H U N TI N GTON BEACH CALI FOR N I A 92649 TEL 714 846 0177 F A X 714 846 2 817 EXISTING GUESTHOUSE Z106 VICTORIA DR SANTA ANA, CA I r,% 92706 JOB ISSUE DATE SUBMIT DATE PROJECT ARCH, K, OTIS DRAWN VILLARMIA / DECKARD CHECKED s SGALF - I :I©Q 16871 SEA WITCH LAME HUNTIN.GTON BEACH CALIFORNiA 92649 TEL 714 846 0177 FAX I 6 2817 ZUKERMAN RESIDENCE EXISTING GUESTHOUSE 2106 VICTORIA DR SANTA ANA, CA 92706 JOB ISSUE DATE SUBMIT HATE PROJECT ARCH. K, OTIS DRAWN VILLARMIA / DECKARD CHECKED 0i w r R E-- a ni LANDSCAPE LE6END: f 25-50' HI&H MIXTURE CANOPY TREES �4 10-12' HI&H 5HRUBBERY 15 -2© MATURE EVERGREENS �/j //;r/ TURF` AREA 55'-40' NIGH MATURE GYPRE55 ' 5' &' HIGH EVERGREEN 5HRU55 {��~i( ) 2'-4' HIGH HEDGES AND FLOWER 5ED5 �D-1 o <� /J l f - % WDRI VENA i ' ' /% %%/X% 150.0! (EXISTING INTERIOR LOT LINE) n 04" gal 16871 SEA WITCH LANE HUNTINGTON BEACH CALIFORNIA 92649 TEL 714 846 0177 FAX ..846 2817 0VICTORIA D 92706 JOB ISSUE HATE i SUBMIT DATE PROJECT ARCH, K, OTIS DRAWN VILLARMIA / DECKARD f CHECKED f EXISTING LANDSCAPE PLAN PLYWOOD SHEATHING 24`-O" FLOOR PLAN LEFT- FACING POOL 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED VERTICALLY OR HORIZONTALLY NAILED WITH 6d COOLER OR WALLBOARD NAILS NA|L3 AT " Bmm) ON CENTER WITH END JOINTS ON NAILING MEWBERS, STAGGER JOINTS EACH OAVNC1 SLATE SHINGLES WITH UL CLASS 4 IMPACT RATING, UL CLASS A FIRE RATING AND WIND TEST CERTIFIED TO 80 MPH. RISERS THAT ARE A MIN. 20 GAUGE 1/2 IN. HIGH -COLOR COATED METAL MAY BE USED UNDER DR OVER FELT TO PROVIDE CORRECT ANGLE FOR STARTER PIECES. RISERS ARE TO BE SECURED EVERY 2 TO J FT. W/ A STAPLE OR NAIL, AN 18-IN-WIDE OR A 22-IN-WIDE ASTW TYPE 30 FELT NO FELT IS TO BE DIRECTLY EXPOSED TO WEATHER ASTN TYPE 15 UNDERLAYWENT ONE LAYER 48" WIDE 5/8" TYPE 'X` GYPSUM SHEATHING 2"x 4"/51nnrn by 102rnnn\ WOOD STUDS 16"(406mm) ON CENTER -7/8^ CEMENT PLASTER(MEASURED FROM THE FACE OF STUD ON THE EXTERIOR SURFACE . PLASTER MIX 1:4 FOR STRATCH COAT AND 1:5 FOR BROWN COAT, BY VOLUME, CEMENT TO WP 8105-0NE HOUR FIRE EXTERIOR SIDE: ONE LAYER 48" WIDE TYPE 'X' GYPSUM / SHEATHING APPLIED TO 2 X 4 WOOD STUDS WITH 1-3/4" GALVANIZED ROOFING NAILS, 0.120" SHANK' 7/16" OR 1/2" HEADS, 4"o.c. AT VERTICAL JOINTS AND 7" O.C. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS. INTERIOR SIDE: ONE LAYER 5/8" TYPE 'X' GYPSUM WALL8UARD, WATER-RESISTANT GYPSUM BACKING BOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR ATRIGHT ANGLES TO STUDS WITH Gd COATED NAILS, 1 'L0NG, 0.0015" SHANK, 1/4" HEAD3, 7°o.o. ALTERNATE APPLICATION: GREEN BOARD WITH MORTAR BED AND CERAMIC TILE. WALL/ROOF Ky� | | ����[� DETAIL VV��L_L_� [�����F ��[_ | ��|L_ NOT TO SCALE �wuv'n ID/vu'llu VV//n ELA�TO�ER|C PAINT F�����! LJ��i |��[- ������KJ�� F-����L- Fl������[��[-F���|� | � ^ / N[_��N [�[�[� ow ����� ��� �U��� �&�� ^��"" ��m w."�� �mw� ����������� @���� .,=�.,�=.�� =�°=,. CALIFORNIA����� ���v"�m�"� *��"� ��A ��� ��� ���� ,�� ,,� �,�~,,^ �&� �� ��0� v~w w����°�����"v 2106 VICTORIA DR JOB ISSUE DATE SUBMIT DATE PROJECT ARCH. VTi| �RW7� / ���K��� / �A��N DRAWN ^�� '`'^ ~�` '`~ ~'`��'` FLOOR PLAN ELEVATIONS WALL/ROOF DETAIL KE`(NOTE5 PLAN GALLOUT5 2.4k. OA ALIGN TRUSS, . OIST, OR RAFTER Y41TH WALL.MANUFACTURER TO 16N FOR LATERAL LOAD F�IHEN NOTED. "` STEEL FRAME PER PLAN AND DETAILS /--� °LU5' ( H v HOLDOY�1 /HARDWARE 1 HA 'MFR° INDIGATE�? TRUSS MANUFAG TO SPECIFY. 12'-O° q .� ��.# SHEA LL - REFfE^R TO SHEA SCHEDULE , �'� `CSW � J FLOOR TO FLOOR STRAP PLACED VERTICAL TO POST ABOVE. STRAP TYPE AS NOTED, SEE 9I5173, HF HARDY FRAME - MODEL NOTED MTH EMSEPMENTS MR MFR. 5.ck e&T GIRDER TRUSS - MANUFACTURER TO DESIGN FOR LATERAL LOAD WHEN NOTED. 4x8 BEAM OR HEADER SIZED AS NOTED e KING POST - FULL HEIGHT STUD SIZED AS NOTED SPECIFIC LOCATION OF TRUSS, JOIST, OR RAFTER. 5$ 50LID SLOCKING - SOLID WOOD BLOCK OR POST TO SUPPORT ELEMENT ALIGNED ABOVE 44-5T4 SPAN CALLOUT. SIZE PER SCHEDULE WITH BEARING POINTS AT ARROM ONLY. TRIM STUD - STUD 51ZEP AS NOTED TO SUPPORT BEAM OR HEADER 4x _�_..__p POST SIZE AND LOCATION �—� { X)BREAK CONTINUOUS TOP PLATES - DO NOT TOP PLATE LINE AT INTERSECTING AALL -f DETAIL CALLOUT. SECTIONS AT WALL LINES APPLY TO ENTIRE WALL LINE. NOTES POSSIBLE.ALL RIPSE BOARDS, VALLEY RAFTERS, AND HIP MEMBER-5 SHALL BE MINIMUM 2x NOMINAL 10410TH. DEPTH OF THESA, MEMBERS SHALL NOT BE LC-55 THAN THE CUT END DEPTH OF THE RAFTM EXISTIN& 5x RIP6E BOARDS TO REMAIN SEE IROOF AND FLOOR SHEATH11146"NOTES ON SHEET SN-1 FOR ADVITOINAL SPECIFICATIONS- -rr WX 055 OR r MINIMUM SPAN , ROOF NAILIN(5 - 5d COMMON NAILS AT b" 0/0 AT ALL EDSPE5 AND BOUNDARY ELEMENTS AND 10" O/C IN THE FIELD. ROOF VIAPHRA&M NAILIN& TO BE INSPECTE0 BEFORE c- r_ rrr ► - �-- �► - r _�_ THE '"ice' BE FERFOR�4EP A5 FART OF THESE r ` 1 3FSF IN TOTAL rr kNALL FIN15HE1.5 TO REMAIN IN PLACE A5 THE FINAL LATERAL FORCE r �r i oc. SPACED SHEATHIWv TO BE REMOVED COX r NAILED YV :. WMM014 ♦ r rIr "rI r r (E) 2x4 0 16" O.c. SECTION AmA tE, 2x4 o 24" o.G. �» & (E) 2x4 o 24" o.c- 2x4 O.c. Z 12xI2 CONCRETE FOOTINb (E) 11-0" �� 2x4 0 24" oxa. V m EXISTING MLLS NEW Y4ALL5 4°-4" 0 o ,FOUNDATION AND FRAMING, PLAN 1 /4 u Q ra w � Wp 00) Luj LC 0 co "Z W u! QD I'll, MIA i z a L1