Loading...
HomeMy WebLinkAbout10151640.pdfGENERAL 1. All material and workmanship shall conform to the drawing and specifications. 2. During the construction period, the contractor shall be responsible for the safety of the building. The contractor shall provide adequate shoring, bracing and guys in accordance with all national, state, and local safety provisions and must be approved prior to erection. 3. Drawing indicate general and typical details of construction where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used subject to review by the architectural designer. 4. All details designated as standard or typical shall occur in addition to any other specific called out. 5. Grade and species of all lumber must be grade marked. FRAMING LUMBER 1. All structual lumber shall be Douglas fir, #1 or #2 conforming to standard framing rules for West Coast. 2. Plywood for roof sheathing shall be CDX, Unless noted otherwise. Use exterior type, minimum C-C grade, where plywood is exposed to weather. Plywood for floor sheathing shall be CDX, unless noted otherwise. All plywood shall conform to US standard PS 1-95. 3. All wood bearing on concrete shall be pressure treated or foundation redwood. 4. Studs over 10 ft. in height or supporting 2 floors and roof must be 2x6's at 16" OC unless noted otherwise. For studs greater than 16 ft., see plan. Studs in cripple walls less than 4 ft. in height may match the studs above. 5. Provide 2x's solid blocking between joists and rafters at all supporters. 6. Cross bridging shall be provided at 8'-0" on center maximum for all joists and rafters more than 8" deep. 7. Provide double joists under partitions which are parallel to the joists. 8. Top plate of all studs walls shall be two pieces the same size as the studs. Splices are to lap 4'-0" minimum and be nailed with 16d nails min. each side of joists. 9. All nails shall be common or gal. box. Nailing shall be per chapter 23 of the uniform building code. 10. All bolts shall be retightened prior to the applications of sheathing, plaster, etc. REINFORCING STEEL 1. All reinforcing steel, dowels, and ties shall conform to ASTM A615, grade 60, unless noted otherwise. #3 bars shall be ASTM A615, grade 40, deformations shall be in accordance with ASTM A-305. 2. All reinforcing steel shall be lapped as indicated on the drawings where laps and/or splice locations are not specifically indicated, verify with the engineer if a splice can be provided. All reinforcing steel shall lapped with a class "C" lap unless noted otherwise. 3. All reinforcing steel in masonry shall be lapped 40 bar dia. or two (2) feet min., unless noted otherwise. SHEET INDEX SITE PLAN A-1 FLOOR PLAN A-2 ELEVATIONS A-3 ELECTRICAL A-4 FOUNDATION A-5 ROOF & SHEAR A-6 DETAILS A-7 ADJACENT PROPt RTY RESIDENTIAL. SITE PLAN NOTES: 1. ALL SURFACES WATER SHALL DRAIN AWAY FROM STRUCTURES, AWAY FROM NEIGHBORING PROPERTIES AND LEAD TO THE STREET OR OTHER APPROVED TERMINUS: MINIMUM SLOPE 2% ADJACENT PROPLRIY RESIDENTIAL 6BLOCKWALL 6"BLOCKWALL 16'-6' (E) REAR YARD PROPOSED ADDITION 297.00 S.F. 6'BLOCKWALL 71-10" (E) IRON FENCE 29'-2' PROJECT DATA LOT AREA 6300 Sq.Ft. (E) DRIVEWAY EXISITING DWELLING AREA- 1242.00 Sq.Ft. W ADDITIONAL DWELLING AREA- 297.00 Sq.Ft. Z TOTAL DWELLING AREA 1539.00 Sq.Ft. LOT COVERAGE 1539.00 * 100 / 6300 24.42% REAR YARD COVERAGE 29'-8'X 63'-0" = 1869.09 1869.00'- 287.00'= 1572.00' 1572.00'> 1200.00' OK LEGAL DESCRIPTION PROPERTY OWNER - FRANCISCO CASTRO PROPOSED: FAMILY ROOM ADDITION TYPE S.F.RESIDENCE: ZONE - RI YEAR BUILT 1959 J_ PARCEL: # 108-383-17 •a IL01 -.11 it] Ilwgip ALL PERMITS AND AGENCY FEES TO BE PAID BY OWNER. PERMIT SHALL BE ISSUED UNDER CONTRACTORS LICENSES AND WORKMANS COMP. INSURANCE POLICY UNLESS HOMEOWNER TO BUILD CONSTRUCTION. THE FOLLOWING ITEMS SHALL BE DECLARED AS "ALLOWANCE" ITEMS AND SHALL BE INDICATED AS SUCH AND INCLUDED N THE CONTRACTORS TOTAL BID SUM. ALL LABOR AND MATERIALS AS REQUIRED FOR THE PROPER & COMPLETE INSTALLATION OF SAID ITEM SHALL BE INCLUDED AS PART OF THE ALLOWANCE. FINISH ELEC. FIXTURES CABINET/COUNTERTOPS FINISH PLUMB ING FIXTURES FLOOR COVERINGS EXCEPT HVAC MECH, SYSTEMS PORC. TILE FINISH HARDWARE MILLWORK, MOULDINGS, ETC. CERAMIC WALL TILE WORK LANDSCAPE AND IRR. SYS, 60111=MWA m1k EXTG. 1 -STORY RESIDENCE 1242.00 S.R EXTG. CA&WIMS Y&A (E) FRONT YARD 6!,,00'FL_ Tm"a,& 5 W e' (E) RMM FENCE SCALE: 1/8t*=1 $-O*t C11 18 1 1 1 1 1 1 ADJACENT PROPERTY RESIDENTIAL 1!5 IV N G DIVISI(i'f wts 'kc s ( -CL-o") '21 B, E(1� U11 RE D 110 661-2700 17 Kit-N-rMIC THESE PLANS HAVE NOT BEEN REVIEWED FOR CODE COMPLIANCE FOR PLUMBING, MECHANICAL, AND ELECTRICAL. THESE DISCIPLINES ARE SUBJECT TO If" FIELD INSPECTION. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE, UNIFORM E0 IPLUMBING CODE, UNIFORM MECHANICAL CODE, AND THE NATIONAL ELECTRICAL CODE. N WINDOW ABBR.Z DOOR ABBR. H.S. HORIZONTAL SLIDER S.C. SOLID CORE FIX. FIXED WINDOW H.C. HOLLOW CORE S.H. SINGLE HUNG FR. FRENCH DOOR D.H. DOUBLE HUNG SL. SLIDING DOOR C.S. CASEMENT WINDOW POCK. POCKET DOOR G.W. GARDEN WINDOW B.F. BI-FOLDING DOOR T.G. TEMPERED GLASS GAR. GARAGE DOOR F.X. FIXED WINDOW No. I A Revision/issue Owner EC 11 V ABBREVIATION LEGENDOCT L 1 005 OCT FRANCISCO CASTRO 1230 S. CORTA DR. R C OIT ADJ. ADJACENT HT, HEIGHT SANTA ANA, CA 92704 City of ar a A.B. ANCHOR BOLT HORIZ. HORIZONTAL APPR APPROVED JST. JOIST BLK'G BLOCKING MAX. MAXIMUM BLD'G BUILDING MIN. MININUM I C.J. CEILING JOIST N.G. NATURAL GRADE COL. COLUMN (N) NEW CONC. CONCRETE O.C. ON CENTER Project Plonner. DIM. DIMENSION OPN'G OPENING DBL. DOUBLE PLT PLATE R.A.M. B.D.&E., INC. EA, EACH PLWD PLYWOOD 1237 S. EUCLID ST. ELEV. ELEVATION REQ'D REQUIRED SUITE D EQ. EQUAL R.R. ROOF RAFTER ANAHEIM, CA 92802 (E) EXISTING SHT'G SHEATHING 714-535-5505 EXT. EXTERIOR SQ. SQUARE F.F. FINISH FLOOR THK. THICK F.G. FINISH GRADE T&B TOP & BOTTOM F.J. FLOOR JOIST T.P. TOP PLATE FTG. FOOTING TYP. TYPICAL sheet Title. Sh"t GALVANIZED IRON VERTICAL G.I. VERT. SITE GA. GAUGE W.H. WATER HEATER SITE PLAN Dote 9/ F 24/2005 :A 1] Scale AS NOTED lop 2'-11 "Overh ang NOTES: 1. BUILDING TO HAVE FELT PAPER AT ALL EXTERIOR WEATHER EXPOSED SURFACES, 2. EXTERIOR OPNG'S EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. 3. PROVIDE WEEP SCREED FOR STUCCO AT OR BELOW THE FOUNDATION PLATE LINE A MINIMUM OF 411 ABOVE GRADE AND 2" MININUM ABOVE FINISH HARDSCAPE. (SEE DETAIL). NEW 26 GA. G.I. WEEP SCREED, TYPICAL AT NEW STUCCO AREAS. 4, OWNER TO PROVIDE RAIN GUTTER PER CITY SPECIFICATIONS. RAIN GUTTER TO POINT OUTSIDE OF STRUCTURE. 5. ALL SURFACES WATER SHALL DRAIN AWAY FROM STRUCTURES, AWAY FROM NEIGHBORING PROPERTIES AND LEAD TO THE STREET OR OTHER APPROVED TERMINUS: MINIMUM SLOPE 2%. 6. ROOF SLOPE TO BE MIN. 12/2 FT. SLOPE TO MATCH EXTG. 7. ALL MATERIAL SHALL BE OF NON-COMBUSTIBLE MATERIAL. 8. NEW 7/8" STUCCO OVER TWO LAYERS TYPE-D FELTS. MATCH TO EXTG. STUCCO. 9. NEW 26 GA. G.I. WEEP SCREED, TYPICAL AT NEW STUCCO AREAS. 10. USE 6"X10" WIRED SCREEN UNDER EAVE FOR VENTILATION. T6,0002 10'-2 Fiber glass shingle class 'Vor better to match existing over (2) layer of #15 Felt over 1/2" CDX plywood or OSB (6.6.12 nailing) Existing.5tucco New Stuccolo Existing DwI311ing Mptch Existing New Addition Existing Dwelling �iiilllllllllllnlllllbllld= 2'-2"Overhang 1 `-2"Overhang Extg. Asphalt Shingle rp-r-TE&M Ais NORTH ELEVATION H 11 Existing Stucco. Extg, Asphalt Shingle 461-211 Extg. Asphalt Shingle 2'-2"Overhang Fiber glass shingle class "C"or better to match existing over (2) layer of #15 Felt over 1/2" CDX plywood or OSB (6.6.12 nailing) New Stucco to Match Existiftg, Existing Dwelling New Addition EAST ELEVATION SCALE: 1/4 1 -0 Existing St6cco k. Existing Dwelling New Addition am SOUTH ELEVATION' SCALE: 1/4 It= V-01y New Class "C" or Better Asphalt Shingle to Match Existing 10 New St to ucco I0h 6 Existing' I= I 1 -2"Overhang FINISH FLOOR 010 NEW ADDITION ROOF /— (9)_1 1)) No%= lzjalm��� No. I A Revision/issue FRANCISCO CASTRO 1230 S. CORTA DR. SANTA ANA, CA 92704 rp-roild Planner R.A.M. B.D.&E., INC. 1237 S. EUCLID ST. SUITE D ANAHEIM, CA 92802 714-536-5505 Sheet Mtlo: Shoot 'r 77ELEEVATIONS Dote 9/24/2005 Scale A�3 AS NOTED wmwwmmm� Post or Dbl. Stud Hold -Down Simpson (see plan) A A SSTB 16 SSTB 20 A SSTB 28 . A OWN DETAIL SCALE: NO SCALE 50A.B. 12" R-13 Ins. All Ext. Walls Min. Lenght W/ 2"x 2"x 3/16" Sq. Ply. Sheating Washer 4'0. C. 10" 2X6 Rafter @ 16" O.C. From Comers 3 1/2" Min. Concrete Slab W/ 6"x 6"/x 1 O"A 10" W. W. M. Over Simpson ST22- 2x4 Wall Studs 16" O. X. wall Studs 2" of Washed Sand Over 6 Mil, I I 5--16d Nails It 0C 048 Vapor Barrier On Compact Soil 2x4 Bottom Plate P.T. Weep Screed New Slab To Match Extg. Slab 2X6 Blocking W/3-16d Nails A35 Each Side 4 r7- -0 A.� I F A O.C. 5 Min. V New Continous 2X6 C.J. @ 16 C. 4 4 60* 1X8 Fascia • 2" of Sand Footing A Mil. Vesquin 60- 30 DOWEL Existing Footing Double 2X4 Top Plate 2M Studs @16 O.C. w/ z 6" INTO EX. ,7 Compact Soil R.13 Insi. New Contfooting F - FOOTING W/ (1) # 4 Rebar T. & B. 2X8 Ridge Bd.— -2X5. RR '.0-10-7 EPDXY GROUT A;4 12" 12" Simpson Set 22 Connection of New & Ex. Footing IN EW FOOTING NEW FOOTING iG EXTG , EAVE DETAIL RIDGE DETAIL SCALE: NO SCALE SCALE: NO SCALE 2- SCALE: NO SCALE 3- SCALE: NO SCALE Fiber glass shingle class "C"or better over (2) layer of #15 Felt over 1/2" CDX plywood or OSB (6.6.12 nailing) 2X6 Rafter @ 16" O.C. MAN 1 -1 SCALE: NO SCALE California Framing Attached to Existing Roof Framing w/ 2x Cleat w/ 2-16d to Each Roof 1 3/4" Edge Distance 2X6 Rafter @ 16" O.C. 2X8 Ridge Beam 12 21 I 2X6 C.J. @ 1611 Double 2X4 Top Plate 1X8 Fascia O.C. W/ R30 INSL. 2X4 Studs @16" O.C. w/ R.13 Insi. 2X4 Studs @16" O.C. w/ R.13 Insi, ichor @ Each Side----\ U Treated 2X4 I 3 1 k—Z SLEEPER DETAIL SECTION FRAMING__ SCALE: NO SCALE 7 1 1 SCALE: NO SCALE _ _ _ _ (, IlDl5llr�q0 No. A Revision/issue FRANCISCO CASTRO 1230 S. CORTA DR. SANTA ANA, CA 92704 rProject Plonnor. R.A.M. B.D.&E., INC. 1237 S. EUCLID ST. SUITE D ANAHEIM, CA 92802 714-535-5505 ,111101V Sheet DETAILS aria: FDadte scale 9/24/2005 A mm J7 AS NOTED e t cate of Cq I a l Part 1 of 2 FRANCISCO.REa1QE !�LQE _. __.___ _ _10111/2005 tiro,"c T itle Date --- Project Address Building Permit # Western firs 1 ) 41-0785 - - - - _. ___.___.___._._ _._ ._ .____ ______ Plan Check / to u ntatjon Author 'telephone Perfrormance8 Haled Check I Date C tpli ince Method 3 (P ge r m ell Climate Zone EnforcementAgency Use Only, gam. 3,g� �.°r...�:. �.-.. . ENERIAL Total Conditione t-kt"or Area: . _ fe Average Ceiling Height:- ___ B-_Q It Total Conditioned Slab Area: .. ....... 7 . �.:. . Building Type: (check one or more; [ 3 Single Family' Detaches L-1 Addition Single Family Attached L 1 Existing Building ing MUlfi--Farrl-l' ! xlstinc Plus Addition FrontOrientationFloor Construction Type: [� Slab Floor Number of Dwelling !Units: NUmber o Stores, ❑ Raised Floor i Co tponert �§'ar ne Assembly Location/Comments � 1-Value (attic, garage, typical, etc.) . _ _ Q7 ewea uation nter t Demult_Wall_ orbs t 3 . Exterior Wall -_ - _ --- - - -- ___ _ . Default Roof Priici rc ; -s • _ _ ��� 0 C(47 E scr Roof Slab On Grade ; ,a07M Covered Slab wIR-0,4 Perimeter Insulation Exten*or Wall eR crc�s(F 30 ,' 2z') -. ' d ace 0.i}�t Exterior Roof i t i ----------- FENESTRATIONOrientationype Orieation Area Fenestration - Overhang Side Fins StEaBin Yes I No Yes I No I u sgreen ❑ O ❑ Left _.CSt+t)_ _ _ _ _ _ __.. _ __ _ ' _____ ._ ____Vgg Screen _. �� ____ _ __ mug Spr s� ❑ 'I x ❑ ❑ ® ❑ i x 1 __ - - - _ 0. .--_ Bug Screen El ® ❑ DX-- _ ❑ ❑ ❑ ❑ ❑El 0 ❑ a ❑ ❑ ❑ ❑ ❑ _ it rntttocLfla5 23.:1� __ Run 11 i5.9 Number:5 1,E .Job Number:OODI _ Paote:3 of 13 eI cats of CmpfliaCe: Residential Part 2 of 2 F-1 r��'� T le !Bate AC S T MS r4ote: in�wt Hvdmmm or Combined Hydronic data under water Heating Systems, except Design Heating Load. Distribution Heating Equipment M liffl"U'T' Tyre and Duct or Type (furnace, heat f; cie€, hY Location ipin,?, Thermostat Location I pump, UFL� ` etc.) ( S F)(du (duets, attic, etc .._ - alue Type Comments Cooling Equipment iO4r it i,;M Duct Type (air con. df#ioner, Efficiancy Location Duct Thermostat Location Cleat pump, evap. cooling), (S EER) (attr,C, etc." R-Value Type Comments lis ,i-r Ccrndi ioft�r___ -___ t _ t.S_ i fro_ ______ ___ _ __21.-_ ---Setback---- HVAC_SrAem____._- WATER HEATING SYSTENM I�1 1 Rated Energy Fao#. External Water Heater U'Va'ter i eater Distribution #in Input Cap, or Recovery Standby Tank insul. System iarffe _ _ a_. Type __. cyst. #tsliir _ (gal) Efficiency _Loss (°!e) R-Value 1 For small gas storage (rate inputs, of le*;s ihan or equal to. 75,OW f ltwbr), electric resistance and beat pump water heaters, list energy factor. For large gas storage water heah,,N (rate.ci ipprit of greater than 76, r), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous PS water tremor, ftvl Rare input amid Recovery Fificiency. REMARKS COMPLIANCE STAT0, NT This certificate of compliance list* the lauWi3 ig features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administsathre, regulations to implement them. This certificate has been signed by the individual with merali design responsibility. Tl1e tmdersigned recogniae that compliance using duct Ming and TXVs requires installer testing and certification and field uer;;lcation by are approve HERS rater. Designer or O ter tier susine > & Professions Goode) Documentation Author Name: Name: Anne Title/`Firm: I the lrrrt. Western Enginepnqng Address-. 1 n-i _ Eucl d S �_ € _3*G.._____ _- _ Address: 1237 S. Euclid St . Suite G _ - _ Paslaheia�CA 92802 Telephone' 714 5 0-31,530 Telep one:_7 4 7pf L-ic- (date) (sitgnatu (date) Ei for ; alit Agency Name: T'itierFirm: _ _ - ____ Addre : (�ignaturelstaratp ate) 3.1 By EnergySoft User Number: 5616 .. _. _ . . Job Number: 0001 �- � Page:4 of 13 Mandatory Measures Checklist; Residential (Page 1 of 2) MFAR NINE: Lomise, 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. DESCRIPTION instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures a 41 :Minimum R-19 calling insuialio». 50(} g §150(b): Loose fill insulation manufacturer's labeled R-Value.- ©*111WO: Minimum R-13 wall insulation in wood framed walls or equivalent U-value in metal frame Its (does not apply to exterior mass wails). 4150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. § 150(t}: Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmissicIn rate no greater than 2.0 pem finch. §118: insulation specified or installed meets insulation quality standards. Indicate type and form. -- � ® § 116-17: Fenestration Products, Exterior Doors and Infrltrationl5fiftration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leak4e. 2. Fenestration products (except field fabricated) have label with certified U-Factor, certified Solari, Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. _ § 15Ng): Vapor barriers mandatory in Climate Zones 14 and 16 only. ` El§150(o: Special infittration barrier installed to comply with Section 151 meets Commission quality standards. ® Logs. §150(e): installation of Fireplaces, Decorative Gas Appliances and Gas 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door I b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. j Space Conditioning, Water Heating and Plumbing System Measures §110 13: t iYAC equipment, stater Piasters, showerheads and faucets certified by the Commission., LG�J §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.j LAJ §150li: Setback thermostat on all applicable heating and/or cooling systems. § 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-recirculatfing systems, insulated (R4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-i2 external insulation or R-16 combined intemallextemai insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. i 5. Cooling system piping below 55 degrees F. insulated. i 6. Piping insulating between heating source and indirect hot water tank. EnergyPro 3.1 By EnergySoff User Number: 6616 Job Number: 0001______ _ Page:5 of 13 Mandatory Measures Checklist: Residential (Page 2 of 2) MF-1 R 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 " mpliarice. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component p rmance specifications for the mandatory measures whether thev are shown elsewhere in the documents or on this checklist only. DESCRIPTION instructions: Check or initial applicable boxes or enter NIA if rlot a plicable. DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (contiued) ® 4150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CM Sections 601, 603, 604 and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed enti�ly in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181 A, or UL181 B. if mastic or tape is used to sea, openings greater than 114 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 adhesive duct tapes unless such tape is used in combination with mastic and drawbaands, 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with ma�ehais other than sealed sheet metal, duct board or flexible dud shall not be used for conveying conditioned air. iBuitding cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms all hot be compressed to cause reductions in the cross -sectional area of the ducts. { 3. Joints and seams of dud systems and their components shall not be sealed with cloth back rubber adhesive dud tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, Inanualty operated dampers. ;f 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunligh moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather s tt bn suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cower. Cellular foi3m insulation shall be protected as above or painted with a coating that is water retardant and provides shielf ling from solar radiation that can cause degradation of the material. §114: Pool and Spa Heating Systems and Equipment (" 1. Certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating, and no pilot. 2. System is installed with at least 3V' of pipe between fitter and treater for future solar, rover for outdoor, pools or spas. a. At least 36" of pipe between fitter and heater for future solar heating. b. Cower for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas fired central furnaces, picot heaters, spa heaters or household cooling appliances have no continuously burning pilot tight. (Exception: Non -electrical cocking appliances with pilot < 150 Btuthr) ❑ §118 (t): Coot Roof material meet specified criteria Lighting Measures ! ® §150(k)i : Luminaires for general fighting in kitchens shall have lamps with an efficacy 40 Iumenstwatt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lifghting 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 tamps with an efficacy of 40 lumensMratt or greater switched at the entrance to the room or one of the alternative to this requirement allowed in Section 150(k)2.; and recessed ceiling tortures are iC (insulation cower) approved. f 3.1 By EnergySoft User Number: 5616 Job Number: 0001 i Page:6 of 13 Computer Method Summary (Part 1 of C-24 Date i ifs RIVE 'i t K • - Building -Permit # t rs r- . r _ rs ,• 1 :• 'F.: ^ Computer -r•rrr_r Method JEM�= - or Computer) Field CheckfDate Climate Zone A Source Energy Use Standard2=11ance RiR r Design i i ; i' d R BudgetAdjustmen Space • .. t • * • ♦ ♦ ♦. * Ratio 0.207 r.mestic Hot Water 0.00 0.00 0.00 The budgetbeen , 38.17 17.66 = Adjustment based upon Existing building shown on the - which follows this form. Total Conditioned Floor Area: 1 1539 ft2 Floor Construction Type: E] Raised Floor EX] Slab Floor Building Type: Building Front Orkmitation: (East) 90 deg Total Fenestration Area: 19.« Number of Dwelling Units:ii Total Conditioned BUILDINGNumber of Stories: I Total Conditioned Slab Area: 1,539 ft 2 ;,. • ;.: # of Thermostat Vent Zone Name Floorr R Type TypeArea Solar OPAQUE SURFACES Act Gains Type Area U-Fac. Azm. Tilt Y J N Form 3 Reference _ Location 1 Comments 3tlfali_._ ____-A$2 _ o_W5--90... -.____911 Ai1�i t_ iD01alult Wail -dor to 1978 -_ yiait-_ ___.__too_ -__9tI D�*fatutt snrati Priof to 19Z� _ Walt 294 0 �R5 _270 __.__9t1 RPfat>ft Walt PtiO[tn 1gZiL - -- waii._.__ l 0-1&5 _,_.,..,_191 ��Jit l(Val1 mini to 1978 �. Existing _ _Sant.._._-._1,242 0.047 __ 0. _._.__._0_ ❑ Data R t 1 dolt t'tlftLf?�Z$__��- 1tlLait__,. _ 0088 `_gQ. ____90 ❑ R 19wadi ¢g1'.11.2x4.1fi)Addition----___.._.----_ ....- J- ❑ _Y ,6dL _ 84 _.._._00$$ .__.._.27_f1 __._.._9!L ❑ .Et_t3. Watt (ltIL1 i s"�f4 t� Adiiitiott � �� Wall 120 lLOs_------ 0- .__90. ®� .5-9.3_Wati p8t 1 41st _ Addition - Roof _,.- 297 0 031 _0_ ___.._._Q § flRoofjR art 2u4 ?41 _ C_ ❑ ❑❑ - _ CE_ L 1_ ❑ ❑ ❑❑ ❑❑ - µ L_Energyft 3.1 Ey EnergySoft User Number: 6616 Job Number: 0001 Page:7 of 13 1 Computerof wANCISCO i •. t RESIDENCE i i is i -A ;Droject Title Date FENESTRATION SURFACES U- Ac#, Glazing Type t.ocation! # Type Area Factor SHGC Azm. Tilt Comments A- Windowv Fmnt (East)_. ___W 0 _1-.280 Metal Clear Defa�lt Fxi�5tinn 2 Window Left (South) 16.0 1.280 fl.8() 180 90 Single Metal Gtear Default Existing WbrlaW R�r {West) 74.0 1.28Q 0.80 270 90 8ingie Metat Giear Defauft Existing 4 Window Right (North) 33.0 1.280 _ 0.80 0 - 90 Single Metal Clear Default Existinq Window Front (E fl.4 4.870 0.70 90 90 Double Metal Clear Defauft Addition 6 Window Left (South) 48.0 0-870_ --OM --- LW- _9_0. Addition- -7- ititinsiow Rear (west) 98,Q 0870 0.70 270 .go tZoublg Mt�t Giear Default _� Addition ._ _ 8 Window Right (Northam 24.0 0.870 0.70 0 90 Double Metal Clear Default Addition _ _T INTERIOR AND EXTERIOR SHADING Window Overhana _ Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LE t. REA. Dist. Len. Hgt, Dist. Len. Hgt. 1 Bug Screen _ 0.76 2 Bug Screen 0.76 3 Bqg Screen 0.76 4- Bug Screen 0.76 5 Buy _Screen 6 Bug Screen 0.76 7 Bug Screen fl.76 - _ __- 8 Bug Screen 0.76 �� itMiatioQ Tirrte: 1tB/11lOi5 23:34:19 R� Code 11Z�At)$$59 ______ i E»erovPro 3.i By Erre»nrSoft User Number: 5616 Job Number. 0001 Page:8 of 13 10 a - No. I A Revision/Issue F:RANC!SC0 CASTO i 239 S. C�0RTA DR. S/ANITA ANA, CA 92704 F'rojeot P,01, er: ,.. .,E., INC. Dui" ANA EW, CA 92802 14-55-5505 Date 1 .� I " 7, 0 t S;'`���? i ! "} - ry' I E h,L r } / (�'�y' �,} '-'}^'+-1 For. C, L is t.: ..i 1 i r..j':_. ._a4�'� f'StiJ V �.._1.._'J�...< Wl+.,�