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HomeMy WebLinkAbout10146056.pdfi N 2d----------------------------------- E-] GablOSIFIA 001 e " t s t I i 2h I I I — — — — _..--._....____. —— -----......---_..----__._—_._------� 2b � z 2a A W ► E S SHARON ROAD S i t e P I a n SCALE: 1 /80 = 1'-O" The Raya Resmidence Addmitimon Sharon Road Santa Ana, California 1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 1998 CALIFORNIA BUILDING, PLUMBING, MECHANICAL, AND ELECTRICAL CODES AND LOCAL ORDINANCES. 2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS 3. ULTIMATE CONCRETE STRENGTH TO BE 2,500 P.S.I. AT 28 DAYS, 4. LUMBER: USE DOUGLAS FIR COMMERCIALGRADE #T FOR ALL POSTS AND 6X AND LARGER BEAMS AND COMMERCIAL GRADE #2 FOR ALL 4X AND SMALLER. ALL LUMBER 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 IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. " ,"' - k) 6. COMPLIANCE SHALL BE MADE WITH THE STATE'S ENERGY CONSERVATION REQUIREMENTS. FILE REQUIRED DOCUMENTATION ON THE DRY 7, DRAWINGS AND WORK MUST SHOW COMPLIANCE WITH GENERWAX-AWL.m''. CONVENTIONAL CONSTRUCTION REQUIREMENTS OF C.B.C. SECTIONS 2326 AND CHAPTER 18 FOUNDATION REQUIREMENTS,' a 45 T z LIST OE DRAWINGS C'1'p & sx667:. T1.O PROJECT INFORMATION, SITE PLAN, TITLE P* GN1.0 GENERAL NOTES GN1.1 GENERAL NOTES GN1,2 GENERAL NOTES, TITLE 24 A1.0 DEMOLITION PLAN, ROOF DEMOLITION A2.0 FLOOR PLAN, ELECTRICAL PLAN, PLUMBING PLAN AND FINISH SCHEDULES A3.0 ELEVATIONS S-1 FOUNDATION AND FRAMING PLAN SD-1 STRUCTURAL DETAILS SN-1 STRUCTURAL NOTES Site Plan General Notes ALL SITE INFORMATION (I.E. SITE WALLS, STEPS, TRELLIS ETC.) IS FOR ILLUSTRATION ONLY. STREET ADDRESS IS TO BE LOCATED ON THE FRONT BUILDING ELEVATION SO THAT THE NUMBER IS VISIBLE AND LEGIBLE FROM THE STREET— PER NBMC 13.12.210 Site Plan Keynotes 1E EXISTING PROPERTY LINE 2b LINE OF PREVAILING FRONT YARD SETBACK 2c LINE OF 5'-0" SIDE YARD SETBACK 2d LINE OF 20'-0" REAR YARD SETBACK 2e EXISTING HOUSE FOOTPRINT 2# PROPOSED ADDITION 2g EXISTING DRIVEWAY 2h AREA OF LANDSCAPE AND HARDSCAPE z AREA OF PROPOSED ALTERATIONS [21] EXISTING / NEW ROOF RIDGE 2k DEMO ROOF RIDGE Site Notes WIN Leon & Pearl Royo SHARON ROAD SANTA ANA, CALIFORNIA 92706 (714) 571-0270 JOB ADDRESS: SAME AS ABOVE STRUCTUAL ENGINEER: GENERAL CONTRACTOR: i4o 0 L i` 0 Project U o . N W � � 0 � Q � z U 0 Wn--- Q ry¢Q P CODE DATA Y " rtY NUMBER OF STORIES. ONE STORY ZONING DESIGNATION R--1 SINGLE FAMILY RESIDENCE Shcfl Wa a 1 TYPE OF CONSTRUCTION. j° TYPE V— NON RATED b Pro ASSESSORS PARCEL NO,.ti"'C' , Inforn atio �' ALL WORK SHALL CONFORM TO THE 1998 EDITIONS OF THE CBC, CEC, T-24, CMC, CPC CODES WITH LOCAL AMENDMENTS. S I t e, TABULATIONS Plcn-lk dw APPROX. LOT AREA: 9837 SQ. FT. NEW LOT COVERAGE ; 2469 SQ, FT. BUILDING SIZE: EXISTING FIRST FLOOR: 2038 SQ. FT. _. PROPOSED AREA OF ADDITION: 431 SQ, FT. NEW FIRST FLOOR AREA: 2469 SQ. FT. VICINITY MAP SIT[ Project Information Project No. Plot Dote H.D. Submittal Bid Issue Const. Issue Revision A\ 1 i Revision A Revision A ReV81on A Sheet GENERAL REQUIREMENTS Work performed shall comply With the following: 1, These general notes unless otherwise noted on plans or specifications, 2. Uniform Building Code, applicable edition. All applicable local q-nd state codes, ordinances and regulations. On -Site verification of all dimensions and conditions shall be the responsibility of the contractor and his sub -contractors, noted dimensions take precedent over scale. The Owner Is to be notified immediately by the contractor should any discrepancy or other question arise pertaining to the working drawings. Structural Engineering 1. Refer to calculation for any question regarding lumbergrades, I beam and header sizes, footings, and shear requirements. Substitution of Materials 1. Equipment, products and construction details other than those shown on the drawings or specifications may be considered by the owner for use on the project, provided written approval is obtained from the responsible design professional, and the owner. Regulations Taxes and Permits. The whole of the work is to be executed in strict accordance with the regulations and codes of the governmental agencies whose jurisdiction is applicable. The Contractor shall provide all required permits. Claims for Extra Costs. If any contractor claims that any instructions from such owner's agent or Owner involve extra cost under this contract, he shall give written notice thereof within a reasonable time after the receipt of instruction, no later than 5 days therefrorint and, in any event, before proceeding to execute the work, except in emergency endangering life or property, and the proceedure shall then be a provided for changes in the work. No such claim shall be valid unless so made. Submittals Contractor shall submit 4 copies of required shop drawings, calculations of fabricated products, and 4 copies of manufacturer's catalog sheets, brochures, sheets, color samples installation instructions etc. on manufactured products used or installed in the project for Owner's acceptance 30 days before purchase or delivery to the site. Non compliance may result in rejection and non -acceptance. Other Contractors There is reserved to the Owner the right to have other Contractors installing equipment and doing others work before completion of the project. All parties shall coordinate their plans and supervision to the end that the work shall not be materially impeded thereby. Prior Use, The Owner reserves the right to use and occupy the building or any portion thereof prior to final acceptance. Such use or occupancy shall not constitute acceptance of the work or any part thereof. Guarantee. The Contractor shall be responsible for and shall replace or remedy any faulty, improper or inferior materials or workmanship or any damage to which shall appear within one year after the completion and acceptance of the work under this contract. Exception: The roofing sub -contractor shall submit a maintenance agreement co -signed by the Contractor, to maintain the roofing in a watertight condition for a period of ten years. Protection of Utilities. The Contractor shall be responsible for any damage to underground utilities encountered in areas where excavations are indicated and shall repair any such damage at this own expense. Where utility lines must be maintained under building, they shall be properly sleeved through foundation walls. Footing shall be dropped to c depth below utility as required by details on drawings, i.e. pressure zone proximity, sleeve locations, steps, reinforcing, etc. all at no additional cost to Owner. CONCRETE AND FOUNDATION Materials 1. Concrete shall have a compressive strength of 2500 pounds per square inch after 28 days curing duration unless noted otherwise. 2. Portland Cement: shall conform to ASTM C-150, Type I or 11. Use Type V where solid sulfate is greater than 0.2%. 3. Concrete to be machine mixed and shall comply with ASTM C-94. 4. Maintain a clearance of 3" between earth and reinforcement, 5. Bars shall lop 40 diameters at splices, unless noted otherwise on plans. Splices in adjacent horizontal bars shall be staggered a minimum of 6'-0". 6. Dowels to be embedded a minimum of 12" into concrete. 7. Reinforcing bars shall conform to ASTM A-615 Grade 40, Intermediate grade. 8, Welded wire fabric shall conform to ASTM A-185. Gauges and dimensions shall be as noted on plans Construction 1. All footings shall rest on firm natural soil or compacted fill approved by the project Geotechnical engineer. 2. All house slabs shall be poured over one layer 10 mil polyethylene plastic membrane (unless otherwise noted). 3. Top of concrete slab shall be a minimum of 6" above finish grade at perimeter of building. 4. Porch step 7-1/2" maximum (typical). 5. Sill Bolting: A. Exterior Walls: 1 1/2 " diameter x 10" long anchor bolts, 7" into concrete, 6'-0" O.C. 12" from corners and splices, unless otherwise noted on shear wall schedule. B. Interior Walls: Power driven steel studs conforming to I.C.B.O. #1147 with cadmium washers unless noted otherwise. Do not install until concrete reaches design strength or upon approval of responsible design professional. Interior non -bearing walls to have sill connections at 4'-0" O.C. max. and 12" from corners and splices. Interior bearing walls to have sill connections per shear wall schedule. 6. No utility trenches parallel to fooling and deeper than 18" shall be located within a distance of 4 feet of a building footing, 7. Utility trenches perpendicular to a footing shall be a minimum of 4 feet deep and the disturbed soils shall be compacted to 90% relative density within 4 feet of any footing. Trenches under concrete slobs shall be compacted as per above. 8. Maintain 3" of concrete between wood and earth fill. 9. All welding to be done by certified welders. 10. Provide "Can -Outs" for underground electrical and telephone cables. 11. Provide and install 1 x 2 redwood nallers at raised or dropped slabs as indicated on plans. 12. Refer to structural drawing general notes for any additional notes and requirements. METALS Ornamental Metal All joints shall be welded with grinding and sanding for a smooth surface. All concealed metal shall be delivered to the job site with two rust resistant primer coats and free of rust, grease. etc. All exposed metal shall be delivered to the job site with a yellow chromide protection coating prior to paint finish. MOISTURE PROTECTION General 1. Weather-strip all doors and windows exposed to the exterior. All doors and windows to be certified. 2. Metal plaster ground with weep holes shall be installed at the exterior of the building at the intersection of the mudsill and concrete slob, unless otherwise specified on the plans. Screed to be 26 gouge corrosion resistant metal with 1/4 " round holes at 3" O.C. 3. All joints and penetrations to outside to be caulked and sealed. Flashing 1. All flashing, counterflashing, and coping when of metal shall be of not less than No. 26 U.S. gouge corrosion -resistant metal. 2. Flash and counterflash at all roof to wall conditions. G.I. flash and caulk wood beams and outlookers projecting through exterior walls or roof surfaces. 3. Provide vents from all exhaust fans in accordance with fan manufacturer's requirements. Install vent for dryer to outside air. Vents in walls shall be asbestos wrapped. Install eave, gable and dormer vents as required. Break vents to rear of ridge. 4. Behind tubs as required provide access doors. 5. Provide base screed water table at all exterior plaster walls as shown on details. Waterproofing Scope of Work: Furnish materials, equipment and labor required to execute this work as indicated on the drawings, as specified herein and as necessary to complete the contract, Including but not limited to the following principle items: A. Waterproofing B. Protection C. Inspection and testing General Requirements A. Field conditions: Verify drawing dimensions with actual field conditions. Inspect related work and adjacent surfaces. Report on all conditions which prevent proper execution of work to Designer. B. Certification: Applicator must submit a certification that he is approved by manufacturer and that the work has been installed in accordance with specifications and manufacturer's instructions. C. Delivery and Storage- Deliver all materials in the original containers with seals unbroken and with mcinufacturerks name and product Identification clearly legible. Store so as to preclude entry of moisture or damage from any source. D. Inspection: Full time inspection during application and testing, as well as during backfill operation and concrete work shall be made part of the operation as retained by the Owner. Guarantee: The Contractor shall furnish the Owner with DRS Guarantee being a unit responsibility by the applicator and manufacturer for a period of two (2) years for both materials and labor. Pre -Waterproofing Conference A. Prior to installation of the waterproofing system, representatives from the following entities shall meet at the project site: Owner, Contractor, Consultant, and representatives from other entities directly concerned with installation or performance of the waterproofing sustem. B. Attendees shall review all pertinent details and specifications, noting any potential problems and making any changes, deletions or additions as deemed necessary. Also included in the discussions will be the following: nature and availability of waterproofing materials, guarantee and submittal requirements, scheduling and forecast of weather conditions, regulatory requirements, protection of buildings, building components, and completed waterproofing procedures, proposed Installation procedures and, additional items related to the total waterproofing system. C. Where possible, attendees shall tour representative areas of waterproofing substrates and discuss substrate construction and general conditions including deck slopes, expansion joints, curb and penetration installation, drain locations, and material compatibilty. D. Discussions will be recorded, Including agreement or disagreement of matters of significance. If meeting ends with substantial disagreements, it will be resolved and a date will be set for reconvened meeting. A copy of recorded discussions will be furnished to oil the attendees. Product Acceptable Manufacturers- DRS Ruberflex or an approved equal APP modified asphalt coated polyester reinforced waterproofing membrane. Materials A. DRS Primer: ASTM D-41-73 an asphalt solvent based primer. B: DRS Waterproofing Membrane: Ruberflex, an APP modified asphalt coated material with a polyester core and a total thickness of 140 mils. Asphalt coating to be APP modified and to be applied by torch -on -method. Tensile strength 11C lbs/inch. C: Protective Boards: One inch (1") EPS protective board, 1.0 lbs, density or fiberboard. D: Ruplast Cold Adhesive: Solvent based adhesive, ASTM D-3019-72, Type 11. E: Iritak Cold Adhesive: Strong adhesive to EPS and membrane. Used to secure the protective boards in place prior to the backfill. F: Polyethylene: Minimum 4 mils thickness. G: Self -adhering modified bitumen membrane, laminated with polyethylene foil. Summary of Materials Per 100 Square Feet: A. Walls below water level. Construction: 1) Concrete 2) Lightweight concrete 3) Block DRS Primer 1-golion/100 sq. ft. DRS Ruberflex membrane 140 mils Iritak Adhesive (in strips) 1 1/2 gal/1100 sq. ft. Protection Board (EPS 1") 1 -layer B. Horizontal Decks Between Slab Membrane: Type of Deck: 1) Concrete 2) Plywood DRS Primer (concrete only) 1-gallon DRS Ruberflex membrane 280 mils (2-layers) (torch applied on concrete) (on plywood - 1st layer mechanically fastened-2nd layer torch applied) Polyethylene separation sheet 2 plies (8 mils) 3" concrete slab - sealed for waterproof condition, C. Water Storage Tanks, Shower Paris, and other Indoor applications: Construction: 1) Concrete DRS Primer 1-gallon/100 sq. ft. Self-adhesive membrane 120 mils (on the basis of polyester core and modified asphalt coating) Execution In -Between Slab Membrane: Co-ordination of Work: A. Waterproofing applicator shall acquaint himself with the work of other trades whose work abuts, adjoins, or is in any manner affected by work under this section. Consult the drawings of other trades and coordinate their work with the work under this section to avoid ommissions and delays. B. Sheet metal reglets, flashings and cap flashings are provided for under the sections of "Sheet Metal" and "Plumbing". Install metal flashings that are an integral part of the waterproofing simultaneously with the waterproofing application. Coordinate the waterproofing installation of such flashing. Determine that the waterproofing installation, including metal accessories furnished by other trades Is suitable to receive the required warranty. C. Preparation of Surfaces: Concrete shall be smooth, dry, clean and free of projections and depressions. Metal fittings shall be in place before starting work. D. Drains- Set drains in an additional layer of membrane, or lead flange with membrane over it in adhesive. All footings shall be covered with membrane. Internal and external corners to be reinforced with additional plies. E. Base flashing- If metal counterflashing is to be installed, waterproofing membrane shall be noiled under the top alignment of the flashing and be waterproofed to metal installation. F. Expansion Joints: To be installed according to manufacturers instructions. G. Vertical Membrane Protection: The protection board shall be installed immediately after finishing waterproofing and the contractor shall install bracing necessary to hold panels in place during backfill operation. If Iritak is used this bracing shall not be neccessary. Bockfill to be done in a manner as to prevent damage to the membrane. Any damage shall be reported to allow the repair of the membrane prior to completion of backfill. H. Silipsheet and protection board shall be provided between slab membrane in conjunction with the application of the concrete slab. Inspection of the membrane and where necessary water testing shall take place before final installation of the concrete. During the installation of the concrete, it is required that any damage to the membrane or its slipsheet shall be thoroughly investigated. Constant inspection and Supervision is required. Installation of Materials A. DRS membrane shall be applied with 4" overlaps. All materials shall be rubbed in or rolled to create a positive bond to the substrate. Loose laps to be covered with additional strips of material in hot asphalt or where torches are used, secure complete bond between the substrate and the overlaps. B. For horizontal membranes, a two layer application requires overlaps to be set off a minimum of 10 inches. C. All membranes shall be Installed under dry weather conditions. D. All connections to earlier installed membranes and other materials shall overlap a minimum of 20 Inches. E. All temporary connections shall be secured against water penetration. F All door waterproofing shall be rubbed in to create full adhesion. Self-adhesive sheets shall be rolled out and cut as required prior to the removal of the bored protector sheet. G. Internal and external corners and flanges to be treated prior to membrane application to create double protection, H. Test for Water -Tightness: If under field conditions, waterproofing can be tested with water. A 24-hour test has to be conducted before the slipsheet is installed. Exterior Finishes Moisture Barrier 1. Provide one layer 15 pound asphalt saturated felt minimum under all exterior finishes. Materials 1. All exterior materials shall conform to the requirements of the Uniform Building Code applicable edition, state and local codes. 1101104 9 W W, IRV "Vi I Insulation 1. All exterior walls, walls between living space and unheated garage or storage room, between jambs and framing, ceilings with cold areas above, attic access panel, knee walls adjacent to heated space, between combination rafter and ceiling joist (leave open space above for ventilation) to have a minimum (BATT) insulation of R-11 walls, R-30 ceilings. 2. Builder and Insulation installer are to provide a certificate of installation and post in the building In a conspicuous location. 3. Installation shall conform to Title 24 of the State of California Administrative Code and shall be certified as complying with Title 24 by insulation installer. 4. These insulation requirements represent the minimum allowed. Refer to drawings for additional insulation requirements , CARPENTRY Rough Carpentry Lumber 'A "041-M, 1. All lumber shall be grade marked and conform with the standard grading and dressing rules P.S. 20-70 of the West Coast Lumber Inspection Bureau. 2. Framing lumber: All framing, backing and blocking, and door bucks shall be as indicated herein, or as otherwise noted on plans. A. Grades as follows: Use Grade Boards, 1x Standard Studs, sills plates & No. 2 or studs 10'[0" and blocking, 2"-4" thick, shorter can be stud grade 2"-6" ide, Joist, Planks, Beams No, j, A & Blocking, 2"-4" thick 6" and wider Beams, Purlins, and No. 1 Rafter, 4" thick Posts, Columns 5" wide No. 1 x 5" thick & larger Beams, Purlins, and No. 1 Rafters, 5" & thicker B. Moisture Content: Moisture content of Douglas fir framing lumber shall not exceed 20%. In addition, the lumber shall be air dried for 60 days under adequate cover on the site, or lumber may be used that has a moisture content approximately equal to that which will eventually be attained in service, Protection Against Decay and Termites 1. Wood embedded in the ground or in direct contact with the earth and used for the support of permanent structures, shall be treated wood. 2. Wood joists or the bottom of wood floors closer than 18 inches, or wood girders closer than 12 inches to the ground underfloor areas and their supports, shall be of treated wood or all heartwood of approved naturally durable species as listed in the Uniform Building Code applicable edition, L Project The Rcyc Residence Addition 941 Sharon Rd, Santa Ana California 92706 Sheet Title Stamp Project No. Rao Plot Date 10-8-03 B.D. Submittal Bid Issue Const. Issue Revision -At Revision _A Revision AA A Sheet Plates, Sills, and Sleepers Wall Framing Workmanship 1. All foundation plates or sills and sleepers on a concrete or masonry slab, which 1. (Size) studs in exterior walls and interior bearing walls of buildings not Plywood: 5 1. All work shall be in full accordance with all codes, rules and regulations is in direct contact with earth and sills which rest on concrete or masonry more than two stories in height shall be not less than 2 inches by 4 inches of governing agencies and shall comply with the requirements of the foundations, shall be treated wood or foundation redwood, all marked or branded In size. For three-story buildings such studs shall be not less than 3 inches Subfloor, Roof and Wall Sheathing (to framing): serving power and telephone companies. by an approved agency. by 4 inches or 2 by 6 inches to the bottom of the second floor joists, and 1 /2" and less 6D 2 inches by 4 Inches for the two upper stories. Interior nonbearing partition 5/13" - 3/4" 8D or 6D Installation may be framed with 2-inch by 4-Inch studs. 7/8" - 1- 8D 1. All equipment installed outdoors and exposed to weather shall be weatherproof. Columns and Posts 2. (Height) unless, sported laterally by adequate framing, the maximum 1-1/8" -- 1-1/4" 10D or 8D 2. Receptacles in kitchen and bathrooms shall be installed above work top 1. All wood columns and posts shall be framed to true end bearings. Supports allowable height for studs shall be 14 feet for 2-Inch by 4-inch studs-, unless otherwise noted on plans. shall be designed to hold the column or post securely in position and to and 20 feet for 2-inch by 6-inch. Combination subfloor--underloyment (to framing): 3. Receptacles shall be installed 12" above floor. protect Its base from deterioration. In areas exposed to water slash and In 3. (Spacing) studs supporting floors and ceilings or rafters shall be spaced 3/4" and less 6D 4. Wail switches to be 48" above floor. exterior locations, wood columns and posts shall be supported by peirs not more than 16 inches. 7/8" --- 1" 81) 5. Duplex receptacles to be spaced 12k-08 max. along wails and of any projecting of least 2 inches above the finished floor and shall bear on a metal 4. {Cripple Walls} cripple walls shall be framed of studs not less in size 1-1/8" -- 1-1/4 " 10D or 8D usable wall space over 3'-0" wide. base plate or a foundation plate or sill as specified in subsection 3. Posts or than the studding above with a minimum length of 24 inches, or shall 9 lighting 6. Provide for general li htin in kitchens and bathrooms of 25 columns of treated wand or of foundation -grade redwood or cedar may be be framed of solid blocking. When exceeding 4 feet In height, such walls Panel siding (to framing): lumens/watt or greater. placed directly on concrete, solid masonry or grouted masonry. shall be framed of studs having the size required for an additional story. 1/2" or less 6D 7. HVAC equipment, wafer heaters and shower heads and faucets to be certified by CEC. 5. (Headers) headers for all openings 4 feet wide or less in bearing walls 5/8" 8D shall be provided with headers consisting of either two pieces of 2-inch Wood and Earth Separation foundation be nearer Than 6 inches framing lumber placed on edge and securely fastened together or 4-inch 1. Common or box nails may p be used except where otherwise stated. General Provisions 1. No untreated wood except redwood shall to any earth unless separated by concrete at least 3 inches in thickness with lumber of equivalent crass section. ,All openings more than 4 feet wide 2. Common or deformed shank. Utility Service: Ali exterior utility wiring supplies shall be underground. an Impervious membrane installed between the earth and concrete. shall be provided with headers or lintels. Such headers or lintels shaft have 3. Common. Electrical contractor shall design electrical service to adequately supply not less than 2-inch solid bearing at each end to the floor or bottom plate, 4. Deformed shank. the residence. unless other approved framing methods or joint devices are use 5. Nails spaced at 6 Inches on center of edges, 12" at Intermediate Roof Sheathing 6. (Pipes in Walls) stud partitions containing plumbing, heating, or other pipes support (10" at intermediate supports for floors) except 6" at all , Switches and Plates: Shall be Lutron Nova with color specified by owner 1. Plywood sheathing is to be continuous over two or more spans and is to be p be so framed and the joists underneath so spaced as to give proper supports where spans are 48 or more. For nailing of plywood or owners agent. All non --metallic boxes shall be wired in non-metallio „ minimum 1 /2 thick and have panel identification index as required for rafter shall Where a containing such in runs for the piping diaphragm: and shear walls refer to plans. Nails for wall sheathing cable except at exposed wiring, which shall be in conduit. Switches spacing (see plans) all shall be structural I and 11, standard sheathing, and clearance piping. partition p p" g' p g parallel to the floor joists, the joists underneath such partitions shall be may be common box or casing. mounted of 4'-0" high unless otherwise noted. Dimmer switches shall be C-C grades only, with edges blocked or unblocked as required for span. 3600 watt, located as per plan. doubled and spaced to permit the passage of such pipes and shall be 6. Corrosion resistant siding and casing nails. ridged, where plumbing, heating or other pipes are placed in or partly Plugs and Plates: Shall be Lutron Nova with color specified by owner Floor Sheathing in a partition, necessitating the cutting of the soles or plates, or owner's agent, and shall be mounted at 12" high unless otherwise noted. 1. Plywood combination subfloor underlayment sheathing continuous over two or more spans shall be minimum 3/.4" thick tongue -and -groove and have a panel A metal tie not less than 1/8 inch thick and 1-1/2 inches wide shall be identification index as required for the floor joist spacing (see plans) and shall be fastened to the plate across and to each side of the opening with not less Attic Ventilation Lighting Fixtures: Provide labor to install all lighting fixtures. Provide than four 16D nails. Enclosed attic spaces and enclosed roof rafters shall have cross ventilation and install all fluorescent fixtures and tubes of an approved type and underloymenf grade, C-C (plugged) and all grades of sanded exterior type plywood " 7. (Bridging) all stud partitions or walls with studs having a height to least for each separate space by ventilating openings protected against the shall be warm light tubes unless otherwise noted. In group species of 1, 2, or 3, where floor hoists spacing Is 48" O.C. use 1 1/8 thickness ratio exceeding 50 shall have bridging not less than 2 inches in entrance of rain. The net free ventilating area shall be no less than 1/150 thick Tongue -and groove 2-4-1 (exterior glue plywood in group species of 1, 2, or 3) thickness and of the same width as the studs fitted snugly and nailed there of the area of the space ventilated, except that the area may be 1 /300 to provide adequate lateral support, unless covered by interior or exterior provided at least 50 percent of the required ventilating area is provided Communications wall covering or sheathing meeting the minimum requirement of the by ventilators located In the upper portion of the space to be ventilated Music: Provide for pre -wiring of speakers, etc. Framing Practices Uniform Building Code applicable edition. at least 3 feet above eave or cornice vents with the balance of the 8. (Cutting and Notching) in exterior walls and bearing partitions, any wood required ventilation provided by save or cornice vents. Where save or cornice, q Chimes: Shall be selected by owner or owner's agent. Workmanship stud may be cut or notched to a depth not exceeding 25 percent of Its width. vents are used to provide ventilation of combustible attic space vent openings -side Television: Television outlets shall be wired at locations as shown on plans. 1. All members shall be framed, anchored, fled, and braced so as to develop the Cutting or notching of studs to a depth not greater than 40 percent of the shall not be located within 3'-0" measured laterally each and above strength and rigidity necessary for the purposes for which they are used. width of the stud is permitted In nonbearing partitions supporting no loads window or doer openings In the wall of the story above. Phone and Fax: Location as shaven on plans. other than the weight of the partitions. Beams and Girders 9. (Bored Holes) a hole not greater in diameter than 40 percent of the stud may Special Requirements: Contractor to consult with owner for any special 1. All beam or girders supported on wood shall have full bearing and bearing shall be bored In any wood stud. Bored holes not greater than 60 percent of the Firestopping requirements be comprised of one (1) solid support or built-up, support constructed In an approved width of the stud are permitted In nonbearing partitions or in any wall where Shall be provided to cut off all concealed draft opening (both vertical and manner unless otherwise specified on plans, each bored stud Is doubled provided not more than two such successive doubled horizontal) and shall form an effective barrier and shall be used In specific locations, as follows: studs are so bored. In no case shall the edge of the bored hole be nearer than 1. In exterior or interior stud walls, at ceilings and floor levels. PLUMBING 5/8 Inch to the edge of the stud. Bored holes shall not be located at the same section of the stud as a cut or notch. 2. In all stud walls and partitions, including furred spaces, so placed that the maximum dimension of any concealed space is not over 10 feet. Roof and Ceiling Framing 10. Rough window sills over 8 feet In length shall be doubles. g g 3. Between stair stringers at tap and bottom and between studs along in line General 11. Blocking to be provided at all handrails. with run of stair adjoining stud walls and partitions. 1. (Framing) rafters shall be framed directly opposite each other at the ridge. There { g) y pp 9 12. All giu-laminated beams to be Sno camber" and grade stamped per code, 4. Around to bottom, sides and ends of sliding door pockets. p� g 1. Plate straps shall be used to repair studs, plates, and Trimmers where shall be a ridge board of least 2--inch nominal thickness at all ridges and not less in Section 91.2511 of the U.B.C. drilled more one-half the depth. depth than the cut end of the rafter. At all valleys and hips there shall be a single 5. In spaces between chimneys and wood framing, loose noncombustible .than materials shall be placed In noncombustible supports or a metal collar 2. All piping through walls shall be filled with mastic and covered with valley or hip rafter not less than 2 inches nominal thickness and not less in depth tightly fitted to the chimney and nailed to the wood framing may be used. escutcheon plates. than the out end of the rafter. Balloon Frame Table 6. Any other locations not specifically mentioned above such as holes for 3. Plumbing vents shall not be located closer than 10 feet from any 2. (Rafter ties) rafters shall be nailed to adjacent ceiling joists to forma continuous A. (1) 2 X 4 at 16" O/C 14'-0" maximum laterally unsupported height. pipes, shafting, behind furring strips and similar places , which could properly line. tie between exterior walls when such joists are parallel to the rafters. Where not B. (2) 2 x 4 at 16" O/C 16k-Oil maximum laterally unsupported height afford a passage for flames. parallel, rafters shall be tied to 1 -inch by 4-inch (nominal) minimum sized cross ties. C. (3) 2 x 4 at 166 O/C 18k-08 maximum laterally unsupported height Rafter ties shall be spaced not more than 4 feet on center. D. (4) 2 x 4 at 16" O/C 20%0" maximum laterally unsupported height Firestops when of wood shall be 2-inch nominal thickness. If the width 3. (Purlins) purlins to support roof loads may be installed to reduce the span of E. (1) 2 x 6 at 16" O/C 20'-0" maximum laterally unsupported height of the opening is such that more than one piece of lumber is necessary, there I rafters within allowable limits and shall be supported by struts to bearing walls. W.C.D.F. No. 2 or better and nail with 16D at 248 O/C. shall be two thicknesses of 1--Inch nominal material with joints broken or one The maximum span of 2-Inch by 4-inch purlins shall be 4 feet. The maximum thickness of 3/4 ' plywood. span of the 2-inch by 6-inch purlin shall be 6 feet but In no case shall the purlin be smaller than the supported rafter. Struts shall be not smaller than 2-Inch by Nailing Schedule Firestops may also be of gypsum board, cement asbestos board, mineral 4-Inch members. The unbraced length of struts shall not exceed 8 feet and the wool or other approved non combustible materials, securely fastened in place. {Mineral wool only is to be used in double framed common walls). minimum slope of the struts shall be not less than 45 degrees from the horizontal. Connection Natlin g 4. (Blocking) rafters more than 8 inches in depth shall be supported laterally at the 7. Horizontal stabilizing blocks required per Ord. 457. All walls 6 feet or over. ends and at each support by solid blocking not less than 2 inches in thickness Joist to sill or girder, toe nail 3-8D and the full depth of the rafter unless nailed to a header, band or rim joist or to an Bridging to joist, toe nail each end 2-81) adjoining stud. 18X68 subfloor or less to each joist, face nail 2-8D ROOFING Wider than 16 x 6" subfloor to each joist, face nail 3-8D Materials 2" subfloor to joist or girder, blind 1. Roof covering shall meet the requirements as set forth In Chapter 342 of the U.B.C. and face nail 2--16D 2. Roof coverings shall be as indicated on the plans and installed per the Sole plate to joist or blocking, manufacturer's specifications. face nail 16D at 16" Q.C. 3. Approved copper flashing shall be installed of valleys, vent pipes and chimneys. etc. Top plate to stud, end nail 2--16D Stud to sole plate, foe nail 4-8D Doubled studs, face nail 16D of 24" O.G. Roofing Tiles Doubled top plates, face nail 16D at 16" O.C. General Supply and install all file roofing work as shown on plans and as Top plates, labs and intersections, specified. Manufacturer, style and color shall be selected by owner and his face nail 2-16D agent and noted on the plans. Continuous header, two pieces 16D at 168 O.C. along each edge Under Tile for pitches up to 4:12 use two layers 30 lb. felt, or equal, of Ceiling joists to plate, toe nail 3-8D right angles to roof surface, mopped solidly (25 lb. per square, Continuous header to stud, toe nail 4-8D approximately) between layers and on top of layers with heated asphalt, or use two layers 409 lb. specification roofing, or equal, at right angles to roof surface, mopped solidly (25 lb. per square Ceiling joists, laps over partitions face nail 3-16D approximately) between layers with heated asphalt. Blind nail with large headed roofing nails. Lay one extra layer of under the under all Ceiling joists to parallel rafters valleys. For pitches over 4:12 use on layer 50 lb, roofing or equal, dry. face nail 3-16D Lay with 4" side lap and 6" end lap. Rafter to plate, toe nail 3-8D 16 brace to each stud and plate Application Fasteners shall be as specified on the plans. Instal! all face nail 2_8D (lashings, wood starter strips and nailers as required for proper tile 1 " x 8" sheathing-g or less to each bearing, application. All the In contact with cement mortar shall be Immersed ®�9( face nail 2-8D In water for two minutes before laying. Wider than 1" x 8" sheathing to each bearing, Q�Q�A. �' fit, face nail 3-8D � C No. Build-up corner studs 16D of 24" O.C. ELECTRICAL as-st- Built-up girder and beams 20D of 32" O.C. fop and bottomT �Q ALl&�� staggered 2--20D of Materials ends and at each 1. Aluminum wire No. 6AWG and smaller shall not be used in electrical wiring. 2" planks 2-16D at each bearing Q0 0 (� 0-) 0-) (D 0 00 Q (D N X '_ C3 ry 0 UQ � 0 In 00 p �- 0 0 r-- Project U Z ( f I cn I r Z i�Cn d; Nt Sheet Title Generd Notes Project No. Plot Date B.D. Submittal Bid Issue Const. Issue Revision A Revision Revision A Revision A Sheet SANTA ANA POLICE DEPARTMENT Clean-up Electrical boxes and other rough -in openings must be cleaned of excess spackle before painter starts. Spackle on finish wood to be stained RESIDENTIAL SECURITY REQUIREMENTS will not be acceptable. Materials 1. All windows and sliding glass doors shall conform to chapter 54 or the U.B.C. 1. Exterior swinging door must be solid core, 1-3/4" thick or with panels 9/16" thick. (8-21 O.A.) 2. All glass within 18" of finished floor shall conform to table No. 54-C of the U.S.C. lnsfallaflon 2. Doors leading from a garage into a dwelling unit must be sold core, 1-3/8" thick. (8-21 0,B) 3. All sliding glass doors to have approved glass thickness type and manufacturers 1. All gypsum wallboard shall be Installed In accordance with the provisions name shown permanently on the glass. (Min. 3/16 " tempered glass typical.) of the U.B.C. applicable edition, state and local codes. 3. Specify that above doors be equipped with deadbolt locks approved by the Police Depa7m=int (8- 2. Gypsum wallboard shall not be Installed until weather protection for the 21 0,C) - specify make and model number. DOORS Installation Is provided. 4. Specify flush bolts with 5/8" embedment into head and threshold on inactive leaves of eitedor double 3. All edges and ends of gypsum wallboard shall occur on the framing members, General Unless otherwise specified, hardware shall conform In every respect except those edges and ends which are perpendicular to the framing members. doors. (8-210,E) to the specifications as hereinafter set forth. Items of hardware not All edges and ends of gypsum wallboard shall be in moderate contact except in 5. Glazing in exterior doors or within 40" o definitely specified but required for completion and proper operation of the concealed spaces where fire -resistive construction or diaphragm action is not f the latch must be tempered or burglary resistor. (8-210,17�,�*`A, work shall be suitable In type specified for similar openings. Keyed locks required. N \ 6. Hinges for out -swinging doors must have non -removable pins. (8-21 0,G) and cylinders shall be of one manufacturer. Finish hardware must be 4. The size and spacing of fasteners shall comply with U.B.C. applicable neatly and properly Installed by the general contractor In accordance 7. Strike plates must be 3-1/2" long, secured to the jamb with screws 2-1/2" in length. (8-210 11H) edition, state and local codes. Fasteners shall be spaced not less than 3/8 Inch / with the best practices as accepted by the Owner. Hardware shall be from edges and ends of gypsum wallboard. Fasteners at the top and bottom 8. Front exterior doors to be equipped with 1800 door viewers or clear vision panels. (8-2 IDJ) supplied with necessary fastenings. Keyed looks and cylinders shall be master plates of vertical assemblies, or the edges and ends of horizontal assemblies keyed with Interchangeable cylinders and temporary construction keying. Specifications of finish hardware shall be made by owner or owner's agent. perpendicular to supports, and at the wall line may be omitted except on 9. Each structure must have a street address or other identificaticri, which is visible from t?-'e street. shear resisting elements, or fire -resistive assemblies. Fasteners shall be Figures must be 4" minimum in height of a color contrasting to the background. (8-210,<I) applied in such a manner as not to fracture the face paper with the fastener head. 10. Provide an illuminated plot plan of the complex at each driveway entrance. (8-210,K2) Guarantee The hardware supplier shall guarantee products furnished against defects in workmanship and operation for a period of one year but without X 11. Specify light fixtures, at exterior doors, which provide one -foot -candle of light at ground bvel. f. responsibility for damage caused by abusive or Improper usage. Na liability SECURITY to be assumed where faulty operation Is due to either improper Installation (8-210, L) 1. Doorstops of in -swinging doors shall be of one-piece construction with the or failure to exercise normal maintenance. jamb or joined by rabbet to the jamb. 12. Exterior walkways, passageways within multiple dwelling comipiexes must be provided vith .25-foot candle of light. (8-21 0,M) 2. All pin -type hinges which are accessible from outside the secured area EXT. & INT. FINISHES when the door Is closed shall have non -removable hinge pins. In addition, they 13. Parking lots and parking structures of multiple dwelling complexes must be provided wits oine-foot shall have minimum 1/4 "diameter steel jamb stud with 1/4 " minimum projection candle of light. (8-210,N) t f unless the hinges are shaped to prevent removal of the door if the hinge pins are Weather -strapping Weather-sfripping shall be provided at all exterior openings removed. 14. Required exterior light fixtures must be vandal resistant type. to unheated areas. Weather-stripping of all exterior doors shall be bronzed fi anodized Interlocking threshold with spring bronze heads and jambs unless 3. The strike plate for latches and the holding device for projecting deadbolfs Ted. Provide matching still cover of all concrete slab floors. 15. Wooden garage doors must have panels 5/16" in thickness. (�_-208-Al) otherwise specif In wood construction shall be secured to the jamb and the wall framing with screws not less than 2-1/2" In length. C. 16. Garage doors more than 16-feet in width must have two lockirc points. (8-208,C) Seal doors veers trimmed. 4. Deadbolfs shall contain hardened Inserts. Straight deadbolfs shall have a Masterminimum throw of I and an embedment of not less than 5/8 19, A hook shaped 17. Slide bolt assemblies must be attached to the doorframe with -on-removable bolts. (8-2081�,D) or an expanding lug deadbolt shall have a minimum throw of 3/4 Exterior plaster shall be Portland cement plaster with finish as indicated 18. The slide bolt must be 3/8" in diameter. (8-208,D) �1/ on exterior elevations. Provide 90 degree corner beads unless otherwise 5. Wood panel type door I-3/8'. thick minimum with all panels fabricated noted on plans,, fabricated from material not less than.- 3/8 " In thickness provided all 19. Windows and sliding glass doors must comply with test standar-14s of section 8-212. Sped t.y make shaped portions of the panels are not less than 1/4 " thick. -209,A) Base Coats and model number. (8 6. Glass doors shall have fully tempered glass. The mix shall consist of one part Portland cement to not more than 3 1/2 parts 7® Glazed openings with 40" of the door lock when the door Is in the closed 20. Louvered windows may not be used within 12' vertically or 6' �r_rizontally from any walkablip- surface. sand for first scratch coat and not more than 4 parts sand for the textured position, shall be! fully tempered glass. brown coat, all measured by Volume to which may be added not more than 21. All skylights shall be provided with rated burglary resistant glaang. (8-210) 10% of hydrated lime, mixed with wafer in a batch mixer to the proper 8. Cylinder guards shall be installed on all cylinder looks whenever the cylinder projects beyond the face of the door is otherwise accessible to gripping fools. consistency. prol 9. Openable windows shall be provided with substantial locking devices. ih Plaster Thickness 1 Stop 1 - Scratch coat - 1/4" thick ENERGY REQUIREMENTS 2. Step 2 - Brown coat - 3/8" thick 3. Step 3 - Smooth finish coat - 1/4" thick 1. The building design meets the requirements of Title 24, Part 2, Chapter 2-53. Textured brown coot is to have an uneven but smooth finish, with no trowel 2. Insulation installer shall post in a conspicuous location on the building a marks to be visible. Provide sample to be approved before proceeding. certificate signed by the Installer and the builder stating that the Smooth finish coat to be pointed using 20-30 silica sand for smooth hand installation conforms with the requirements of Title 24, Part 2, Chapter applied look. Provide sample 10' x 10' area to be approved. 2-53, and that the materials Installed conform with the requirements of Title 20, Chapter 2, Subchapter 4, Article 3. Patching Before completion of the buildings patch up around trim and other work in texture 3. The builder shall provide the original occupant a list of the heating, cooling, and finish. Any minor cracks are to be raked out and patched with a product water heating, and lighting systems and conservation or solar devices sufficient to cover the crack in an invisible manner. installed in the building and Instructions on how to use them efficiently. 4. A maintenance label shall be affixed to all equipment requiring preventive maintenance, and a copy of the maintenance instructions shall be provided for the owner's use. Gypsum Wallboard 5. All insulating materials shall be certified by the manufacturer as complying General Subcontractor must be specialist In this type of work, employing with the California Qualify Standards for Insulating Materials, experienced personnel. Provide adequate heat and ventilation for proper 6. Doors and windows between conditioned and outside or unconditioned drying. spaces such as garages and compartments (obtaining combustion air from outslde)for central air or gas furnaces shall be fully weather-stripped. Work Included All labor, material and equipment necessary to properly 7. Manufactured doors and windows shall be certified and labeled in complete the drywall Installation. compliance with the appropriate standards listed in fable 2-53V of Materials and Workmanship the energy. 1. One half Inch (1/25) thick gypsum board screwed Into place. 8. Fan system exhausting air from the building shall be provided with 2. One half Inch (1/28) thick gypsum board glued over 1/28 base, taped, three backdraff dampers. coats puffy, and sanded. 9. Masonry and factory -built fireplaces shall have the following: 3. Metal applied and finished on all drywall outside corners, unless otherwise specified on plans. Bent or rusty material not acceptable. (a) Tight fitting closeable metal or glass doors covering, the entire 4. Ceiling texture to be very lightly hand textured as per finish schedule opening of the fire box. or unless otherwise noted on plans, (b) A combustion air intake to draw air from the outside of the building 5. All walls to be very lightly hand textured as per finish schedule unless directly into the firebox which Is at least six square Inches In area and otherwise noted on plans. Is equipped with readily accessible operable, and tight fitting damper. 6. FIrewall in garage shall be 5/8 " fire rated gypsum "X" board and shall be (c) Tight fitting flue damper with a readily accessible control. taped and finished as rest of house. Entire garage to be 5/86 drywall unless (d) Continuous burning pilot light Is prohibited. otherwise noted on plans. 10. Ducts shall be constructed, Installed and Insulated according to Chapter 10 of the County Mechanical Code. V 11. All parts of the duct system shall be tightly sealed with mastic or tape. J ADD1440NA-L CONSIFRUC440N N04'ES: 12. Thermostatically controlled heating or cooling systems (except electric heat pumps) shall have an automatic thermostat with a clock mechanism V I Roof covcring,,; shall have Icsszt. "C" rnting (1502- 15011� 1-504) which the building occupant can manually program to automatically set back the thermostat set points for at least 2 periods within 24 hours. V.L -1 it-, 7fly - 13. Storage type water heaters and storage back-up tanks for solar water heating systems shall be externally wrapped with insulation of R-12 sha-11 be mciist=- resistant. Glass ei %-,IoTure doers C-M-A p"aine-1-s- IMus! ve 1uvcicd or greater. Catepory 11, SAinpr door outward. Not arcs of sho-wor rovont"Ir shall he not Ics<, 14. Piping in unconditioned space leading to and from wafer heaters shall be 2402407 and PC40-0) wrapped with Insulation having a thermal resistance of R-3 or greater 6, for the 5' of pipe adjacent to the water heater. pis15. Recirculating hot water piping In unheated spaces shall be Insulated. .,-.,t -n r lh- f: '�� ; aa d Stairs: R-ga, dles;�; ­rf - o-um rt lo-A� Fl-all be a lo-r co- 1-nA;­ can c.9chsi&! of n door. The floor or 1pnding, shall riotbmore than one inch 16. Gas fired household cooking appliances, shower heads and faucets shall + a inns 1�=i �,_VC V'_0Pttbr114M -an thie threshold ofthe door-vvnay. T., "Air m" b� I- comply with the Appliance Efficiency Standards, landings- which may have slonc not to cxcood 1/4 un;� v-crtical in 12 units I i 17. Lamps used in luminaries for general lighting In kitchens and bathrooms horizantal I?" a slop-* '041) 3 1 6'� Jl%­�­. "VI shall have an efficiency of not less than 25 lumens per waft (fluorescent F,xc-,�ntirins- A door rnn-v oen nt a lancing that is not mnrc- than 7-1 inches i e ng � - -<-" type fighting will meet this requirement). Inwc-r than the. floor lovel nrovidcd the door tinestinesnot �,�-mna over thc� lan(firify, \ 4. 4 "Mc VC .1ti fation: The rivauired ven t illati= 3� a rat 10 -s 1! 1 0 of atti of attic area if lit IcIst half of the vent sron is providc.-, nv vent stators locatedi rrnrc- tharn -1 fect abov cave ver-As provid;-- the rcr-nainina 7I,,�-n­ion ofrffi-c v--nf n� Openings shall have 1/4 inch corrosion resitant metal me-sh covering. (150,53) Lo 0 , cy) U) Q) 0') Ln < 00 < E Q) E (- X 0 In < 0 -4---J 0 L 0 In DO L C- (10 0 (D 0 Project U < Z 7�- 0-) Sheet Title General Notes iNotes Project No. Plot Date B.D. Submittal Bid Issue Const. Issue Revision Revision -A Revilsion. A Revision A Sheet �✓r/i frr f/rrffrf/rrf,�� r FIX jr17.7 -77--1-7--i-7-rrr-77-17-1-7-rrr-.r77-1-7-1-Z-r-T�i Xl .��,r � / r1//f////rrrrrr///rrrr/rrrr/rrr/ /// rrr r/ r// rrj '`/r r/r rf rrrr r% EXIST. / COVE'Pa j PORCH 3'-O 112" 4e 3a �# EXISTING #!Ij # KITCHEN NOON # �built in bookca5cl EXISTING KITCHEN Roof a e m o I It I o n P I a n SCALE: 1 /4"-1'— O"0 � #I ## Powder Room ## ## 3c # # 3d # # # # 2n 0 o 00 i EXISTING OFFICE EXISTNG FOYER EXISTING FAMILY ROOM �r 4c !ice —. T#I 21 m ## ### w Floor Plan Keynotes 2. Exterior 21 REMOVE STUCCO FINISH AT THIS AREA 2m REMOVE EXISTING WINDOWS AND DOOR 2n REMOVE EXISTING GLASS BLOCK WINDOW 20 EXISTING ROOF 2p AREA OF ROOF DEMOLITION 3. Interior 311 REMOVE ONLY ONE SIDE OF DRYWALL FINISH AT THIS AREA 1E REMOVE EXISTING CERAMIC TILE FINISH THIS AREA 3c REMOVE EXISTING FLOOR AT SHOWER AREA TO LEVEL OF FLOOR FINISH AT EXIST, OFFICE AND RETROOM 4. Openings 4a REMOVE EXISTING DOOR AND STORE FOR FUTURE USE `I4b REMOVE EXISTING 7'-0" x 6"-9" SLIDING GLASS DOOR F 4c REMOVE EXISTING WINDOW 4d REMOVE EXISTING 8'--0" X 4"-2 1/2" SINGLE PANE WINDOW 4e REMOVE EXISTING POCKET DOOR AND STORE FOR FUTURE USE Demolition Notes 1. REMOVE ALL AFFECTED ELECTRICAL OUTLETS AND LIGHT FIXTURES WHICH ARE MOUNTED ON WALLS/CEILINGS TO BE REMOVED NOT SHOWN HEREIN. 2. REMOVE ALL MECHANICAL DUCTWORK WHICH WILL BE AFFECTED BY THE DEMOLITION AND NEW WORK. CAP ALL DUCTS AT AN APPROPIATE LOCATION TO RECEIVE THE NEW WORK. 3. THIS DEMOLITION DRAWING IS INTENDED TO BE USED AS A GUIDE IN ACCOMODATING THE NEW WORK. CONTRACTOR SHALL FULLY INVESTIGATE THE SITE/BUILDING TO VERIFY THE EXISTING CONDITIONS FOR ITEMS TO BE REMOVED OR RELOCATED WHICH ARE NOT SHOWN HEREIN. 4. CAP AND OR RELOCATE ALL UTILITIES AND SERVICES AT AN APPROPIATE LOCATION TO RECEIVE THE NEW WORK, 5, ALL DEMOLISHED ITEMS ARE TO BE REMOVED FROM THE SITE AND DEPOSITED AT A COUNTY AND CITY APPROVED DUMP SITE, UNLESS OTHERWISE NOTED ON PLANS. 6. THE CONTRACTO SHALL DESIGN AND ERECT ALL NECESSARY SHORING SYSTEMS TO PROPERLY PROTECT THE STRUCTURE AND WORKERS DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. Wall Legend and Notes EXISTING PARTITION TO REMAIN NEW PARTITION •CONSTRUCTED EXISTING WALL 1` ITEM TO BE REMOVED REFER TO THE STRUCTURAL DRAWINGS FOR ALL 2 x 6 BEARING AND SHEAR WALLS. QO CD �00 (D E7G 0 a Ln co +-� Cn U C-; cn r.0 a ca �- Q T Project U z Q O _ C Nt Sheet Title Demo Floor Fan Demo Roof Plan Project No. Plot Dote B.D. Submittal Bid Issue Const. Issue Revision J s3 Revision A Revision A Revision A Sheet A 1,., 0 Floor Pan SCALE: 1 /4"=1'---a" tt 2 ROOM NAME FLOOR BASE WALL CEIL. Family Room 10 21 30 40/41 Mud Room 11 31 40 New Bathroom 12 22 32 42 New Shower 12 22 33 42 Office 10 21 30 Powder Room 13 23 31 Laundry Room 13 23 31 FINISH SCHEDULE WINDOW SCHEDULE SIZE QUANT. DESCRIPTION Dining Room 1 D' x 62" 2 xst.s►ngle pone /swing out side panels 0 Foyer 13" x 80" 1 sxt single pane % textured glass Q Living Room 12' x 62" 2 xst. single pone j swing out side panels Bedroom f 1 54" x 60" 1 xst. single pone /swing out side panels 39" x 46" 1 xst. single pone /swing out side panel © Bathroom 30" x 46" 2 xst. single pane / sliding window Bedroom #2 39" x 46" 2 single pane /swing out side panel Moster Bathroom 36"x 24' 3 new single pone sliding wdo./ textured glass 36"x 60" 3 new single pone sliding wdo./ textured glass Family Room 60" x 44" 1 new single pone/ sliding wdo. 18" x B0" 2 new openable french wdo. QBathroom 3 22" x 3e 1 xst. single pone %sliding wdo. Laundry Room 23" x 37" 1 xst. single pone /swing out/clear glass (/ Mud Room 24" x 60" 1 new single pone /sliding wdo. Kitchen 46" x 49" 1 new single pone /swing out wdo. 39" x 36" 2 new single pane /swing out wdo. WINDOW SCHEDULE FLOORING 10 CARPET 11 SEALED CONCRETE SLAB 12 CERAMIC TILE 13 SHEET VYNIL FLOORING BASE 20 TILE 21 PAINTED WOOD TO MATCH EXISTING 22 CERAMIC TILE 23 SHEET VYNIL WALLS 30 5/8" GYPSUM BOARD W/ (2) COATS FLAT VINYL PAINT (SMOOTH SURFACE) 31 5/8" GYPSUM BOARD W/ (2) COATS EGGSHELL ENAMEL PAINT (SMOOTH SURFACE) WHERE FINISHED 32 5/8" MOISTURE RESISTANT GYPSUM BOARD W/ (2) COATS EGGSHELL ENAMEL PAINT (SMOOTH SURFACE) WHERE FINISHED 33 CERAMIC TILE CEILINGS 40 5/8" GYPSUM BOARD W/ (2) COATS FLAT VINYL PAINT (SMOOTH SURFACE) 41 EXPOSED BEAMS 42 5/8" MOISTURE RESISTANT GYPSUM BOARD W/ (2) COATS EGGSHELL ENAMEL PAINT (SMOOTH SURFACE) WHERE FINISHED EXI STN G FOYER EXISTING LIVING ROOM CO! E 41-o° 5'-01 „ 3' 0 P E r 4' Ln , 1; CQ 1 f EXISTING BEDROOMY. NEW BEDROOM m r 1 4i _ >c NE N W C> N CL 3/SET 50 NEW 1, BATHROOM` f .r r �...,' 41 4i L 2=�vi EXISTING a BEDROOM C r t Q UJ f r . " ram Pf� R 12 Floor Plan Keynotes 3. Interior PROVIDE 5/8" GYPSUM BOARD AT ALL NEW WALLS, WALL TAPE AND SAND 4. Openings 4f 2'-6" DOUBLE FRENCH DOORS 4g 3' DOUBLE FRENCH DOORS 4h 3' HOLLOW WOOD DOOR 4i 32" POCKET DOOR 4 j 4' POCKET DOOR 4k EXISTING RELOCATED 32" POCKET DOOR 41 EXISTING RELOCATED 32" DOOR 4t 3' DOOR 8. Mechanical EXISTING FORCED AC AIR UNIT TO REMAIN 10. Specialties NEW STEP = MAX 8" RISE MIN, 9" TREAD NOTES ATTIC ACCESS (22" X 30" MIN) TO BE PROVIDED TO ALL ATTICS HIGHER THAN 30" — PER UBC 1505.3 CEILING HEIGHTS AS PER PLAN Electrical Legend 110V OUTLET GF1 110V GROUND FAULT CIRCIUT-INTERRUPTER OUTLET WALL MOUNTED FIXTURE -{ CEILING FIXTURE EXISTING CEILING FIXTURE RECESSED CEILING FIXTURE K]WP WATERPROOF RECESSED CEILING FIXTURE SMOKE DETECTOR SPECIFIED BY INTERIOR DESIGNER, 11OV. HARD WIRED W/ BATTERY BACKUP. -�- LIGHT SWITCH a EXHAUST FAN -G9-R EXISTING LIGHT SWITCH TO BE RELOCATED ALL CONDUCTORS TO BE COPPER. FURNACE TO HAVE 30" DEEP UNOBSTRUCTED WORKING SPACE IN FRONT OF FURNACE. Wall L.._egen,d and Dotes EXISTING PARTITION TO REMAIN NEW PARTITION TO BE CONSTRUCTED EXISTING WALL OR ITEM TO BE REMOVED REFER TO THE STRUCTURAL DRAWINGS FOR ALL 2 x 6 BEARING AND SHEAR WALLS, Floor Plan SCALE: 1 /4"-1'—O" 3) / / I q C d C\I t-- +� C n In a 00 -o U E .. cu � x � cC cs Cn V— C C� o I 00 C- Q0 o c:) T-- Project W U U Q � z � W Q z W o z 0 Q � Sheet Title Floor Plan Plumbing Plan EI`ectrical Plan Stamp Project No. . Plot Date B.D. Submittal Bid Issue Gonst. 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';.'.'.'.''.'.'. .'.'�.'.'.'.'���� 4q 2p I I 2q I ffKOrO5ED ADDITION East Elevation -(t South Elevation |1 11 �-| Plan Keynotes Floor �^|�l�� �\��\/�l��\ es 2Exterior xte.o. �] FcP| EXTERIOR PLASTER WATCH EXISTING TEXTURE OF APPROVED WIRE LATH �� F/q| STUCCO WEEP SCREED, - REFER TO DETAIL /i^ /lD9n'OOG �] ��| 3' x 5'SLIDING WINDOW F�� , P�n3' X 6-8" EXISTING RELOCATED DOOR F�� ° �*�| 1,-8 % 6,-8" FRENCH WINDOW / 0PENA8LE F�� ` , p�P| � X 8-EF FRENCH DOOR �� �� 4�n | 3-8" X D'-O" SLIDING WINDOW F# | 3'-0" X 3`-O" SLIDING WINDOW�� F) ` m | EXISTING RELOCATED DOOR �� » ^ w 4 �4z| NEW DOOR �� Mechanical ". EXISTING FORCED AC AIR UNIT TO REMAIN 10, SDeC`O|fie3 [ p»3cl NEW STEP - MAX 8" RISE MIN. 9' TREAD [] [uOu NEW ROOF T0MATCH E�S�NG �� Floc ROOF EAVES TOMATCH EX|S�NG �� [] [«�« EXISTING ROOF �� NOTE PROVIDE TWO LAYERS QFTYPE "D"FELT PAPER OVER PLYWOOD SHEAR WALLS T�� ° W� .,.�� ATTIC ACCESS X3O" TOB[PROVIDED T0ALL ATTICS HIGHER THAN JO^- PER VBC1505.3 CEILING HEIGHTS AS PER PLAN Details: ^| UU Screed | /��( �l||��^ VV���z�� �����-����(l S.~C~~ SIDING,.T.P. BUILDING PAPER SCALE: 1/4"=1'-0"UU3 16oz COPPER --WEEP SCREED STUCCO | �C F.G. Wall 6/!| Legend .J Notes EXISTING PARTITION T0REMAIN NEW PARTITION 7DBECONSTRUCTED EXISTING WALL ORITEM T0BEREMOVED REFER TUTHE STRUCTURAL DRAWINGS FOR ALL 2u8BEARING AND SHEAR WALLS. SCALE: 1/4"=1'-0'1 n04 0i Project � � .� ~_^ ` "~ _~~ ` ^ ` n* T-- - �/`�4- �� � / ` Sheet Title � ^ E | �� \/�� T |/�� �l ��! �^ v �� � | `�/| / �� Project No. Plot Dote BJ1Submittal Bid Issue Cmnat. |uoum ' Revision_____ Revision_____ Re`dmlon_____ Revision /\ Sheet ' � | ' A 3,,, \ / | Project z C, z C cc z 0 cc MT N LL. Sheet Title Roof Plan Stamp IMIJ., S.D. Submittal Bid Issue Const. Issue A 04 Revision Revision- A Revision A Revision A Sheet S Mel D D NOTE: 4/10 D MAX. STUD 1. NOTCH AND BORE NOT TO PLYWOOD SHTG. WIDTH NOTCH OCCUR ON SAME STUD WITHIN 4'-0" OF EACH OTHER. B.N. 1/4 D MAX. STUD 2. NOTCH MAX. 1/31) WITHIN D WIDTH NOTCH -------\ OF SUPPORT ON TOP SURFACE ONLY. SIMPSON ST22 5/8" MIN. EDGE 3. NOTCH MAX. 1/61) WITHIN @ 4B" O.C. 3 OUTER 1/3 OF SPAN EDGE DISTANCE, TYP. ALL 4. NO NOTCHES OR BORINGS STUDS WITHIN MIDDLE 1/3 OF SPAN lo NO NOTCH WITHIN 1/3 OF SPAN ON TOP & BOTTOM SURFACE. STUD —6/10 D MAX. STUD WIDTH BORE 4/10 D MAX. STUD WIDTH BORE-----/ -V-L- SIMPSON "U" HANGER 2X RAFTER NON -BEARING STUDS BEARING STUDS RIDGE BEAM, SEE PLAN NOTCH OR BORE FRACTION OF STUD 2x4 2x6 2x8 1/4 D 7/8" 1-3/8- 1-7/8" 4/10 D 1-318" 2-1 /8" —/4* 3" F) I F1 r-, E- E- ED A N A I N I r' 6/10 D_ 2' 4-1/4" OUTER 1/3 MIDDLE 1/3 OUTER 1/3 21, OF SPAN OF SPAN OF SPAN 2" MIN. CLR. 2X RAFTER, SEE PLAN 1/3 JOIST DEPTH MAX. 2" MIN. CLR. 4X POST MIN. " K1 n SEE DI AM 2 X BORE � L .1 DIA. MIN, BORING LB.N. PRESSURE TREATED NUT AND WASHER, 6-16d U.N.O. SILL PLATE TYP. SIMPSON "HDA" FOOTING HOLDOWN OUTER 1/3 MIDDLE 1/3 OUTER 1/3 2X TIE OR (fc'=2500 P.S,'I,) OF SPAN OF SPAN OF SPAN CEILING JOIST 0 D E.N., TYP, 5#1 —CORNER FOOTING fF SIMPSON A35 ..... a 16" O.C. 2X BLOCKING _J 2X STUDS 0 16" O.C. # MIN., TYP. U.N.O. Qo NOTCHING NOTCH OR BORE FRACTION OF JST. 2x6 2x8 2x10 2x12 2x14 NOTE: 1/6 D 7/ 1-1/8- 1-1 2" 1-7/8- 2-1/8" 1, PROVIDE SHEARWALL EDGE NAIL TO WOOD POST, V' 1/3 D 1-1/4- 2-3/8" 3- 3-3/4" 4-3/8" 2. DEEPEN FOOTING AS REQUIRED BY HOLDOWN ANCHOR. NOTCHING AND BORING 11 CONNECTION 7 ST13 ANCHOR 3 rT� SD-1 CONT. CONT, TOP PLATE APPROVED NON -SHRINK GROUT OR EQUAL, TYP. T T I 4 1 5d(N"OC I I — DOWEL 0 REFER TO PLAN FOR 4X RIDGE BEAM 0 BEAM SIZE SIMPSON HUCTIF 4' V 4 . 4 SIMPSON ST22 SIMPSON HW OFFSET EACH SIDE 4* A ti 4X4 OR 2-2X4 POST AND SLOPED HANGER 41, 4 4X HIP, SEE PLAN 4X4 KING POST BELOW W/ CC, SEE PLAN STEEL REINF., SEE PLAN NEW EXISTING STRONG WALL BY MFG. 10d 0 3"VERT 4"HORZ N CONNECTION 10 HIP FRAMING DOWEL CONNECTION 2-2X TOP PLATES 2-16D FOR EVERY EXISTING CONSTRUCTION IEW CONSTRUCTION 2" OF HEADER DEPTH STRAP STUDS TOGETHER 1-2X KING STUD, USE 2- S.NIILDG PAPER TO ACES 30# 024" OC(V).-_----SHEARWALL WHERE OCCURS APPLY TWO LAYERS O/ -X 2X KING STUDS @ OPENINGS (E) FRAMING WIDER THAN 3'-0" W/ y FI 0' R PLYWOOD SIMPSON A34 @ TOP & BOTTOM E.,N. )11 B.N. • `-2#3 CONT HEADER, SEE SCHEDULE A35M 6" SIMPSON A34 *OPENINGS WIDER (E) 2X8 (N) 2X1 0 THAN 8'-0", TYP. TOP & BOTTOM heo'5-0 C& MIN 69-AeO 't% Ar C---2X6 FLW5/8" 0 2X TRIMMER STUD, USE 2-2X AB 05'-0" OC M X 2#3 CO TRIMMER STUDS 0 OPENINGS 4- WIDER THAN 8'-0" 6' • #4012"OC SILL W/ 2-2X4 FLAT @ OPENING #4012-OC WIDER THAN 8'-0" W/ 2-16d 2#4 CONT 0 EACH END 2X STUDS 0 18" O.C. -4 DRILLEPDXY#3 DWLS 6" INTO (E) FOOTING CO\ 6j" OPENING F4v �6d SILL PLATE HEADER SCHEDULE \—-J NOTE: NAIL A34 W/ 8-8d LENGTH MIN, SIZE POST & HOLDOWN DRILL EPDXY #4 2#4 CONT PER PLAN VORT 6" INTO UP TO 4'-0" 4X4 (E) FOOTING (E) FOOTING 4'-0" TO 6'-0" 4X6 6*-0" TO 8'-0' 4X8 WALL FRAMING 2Eo mj4f I HDA MONO POUR TWO POUR DIA. Le HD5A SSTB20 SSTB24 5/8" 16" HD6A SSTB28 SSTB34 7/8" 24" HD8A SSTB28 I SSTB34 7/8- 1 24" 1 HD1 OA SST828 1,SSTB341 7/8" 1 24" 1 CNI Ln 00 >< 0-) 0 Ln C0 CN11 CD Project Stomp r'4414o C, roje t No. ate B.D. Submittal Bid Issue Const. Issue Revision — zt Revision -A Revision A-, Revision A-' Sheet S D MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R 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 o Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not Applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: * 150(a): Minimum R-19 Ceiling insulation. X 150(b): Loose fill insulation manufacturer's labeled R-Value. X 150(c): Minimum R-13 Wolf insulation in wood framed walls or equivalent U-factor in metal frame walls (does not apply to exterior moss walls). X c 150(d): Minimum R-19 raised floor insulation in framed floors. X 150(l) : Slab edge insulation - water absorption rote no greater than 0.3 %, water vapor transmission rote no greater than 2.0 perm/inch. N/A 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. X 116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiitrotion Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field-fobricoted) hove label with certified U-factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; oil 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 barrier installed to comply with Sec. 151 meets Commission quality standards. N/A 150(e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplace have: a. Closeable metal or glass door b. Outside air intake with 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(11): Setback thermostat on all applicable heating and/or cooling systems. X 1500): Pipe and tank insulation 1. Storage gas water he 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 -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. X c 150(m): Ducts and fans 1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC section 601, 603, and 604 and standards 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of U1.181, UL181A, or U11818 . If mastic or topa is used o seal openinggs greater than 1 /4 inch, the combination of mastic and either mesh or to a shall be used. Building covitie shall not be used €or conveying conditioned air. Joints and seams of luct 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 drowbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity, ventilating syystems serving conditioned space have either automatic or reodily accessible, manually operated dampers. X 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 silos. 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 pilot <150 Stu/hr) X Lighting Measures: 150(k)1.: Luminaries for general lighting in kitchens shall have tamps with on efficacy of 40 lumens/wott or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel of an entrance to the kitchen. X 150(k)2.: Rooms with a shower or bathtub must hove either at least one luminaire with lamps with on efficacy of 40 lumens/wott 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, and manufactured devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material, component, or manufactured device. cl7.8.1.2 After installing 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 and specifications described in Section 10-103(a)2.A and for which the building permit was issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturer's name and material identification. CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 1 CF-1R Project Title,.,,...,,, PROPOSED RAYA RES Date„ 08/12/04 10, 571 01 Project Address....,... 1016 SHARON ROAD ******* _____________________ SANTA ANA CA 92706 wv6,01)K I -_ - ___ ___-_ _ I Documentation Author.., JOSEF C. TRAN I BuildingPermit # I Terry Engineering 1 _ _ -1 180 E Main St Ste 150 1 Plan Check /Date I Tustin, CA 92680 1 --1 (714) 838-1124 1 FietdCheck/Date I CtiMate Zone,,,,,,,,,,, 08 _____________________ Comptlance Method,,,,,. MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------- I MICROPAS6 4.01 File-SO405450 Wth-CTZ08S92 Program -FORM CF-1R I I User#-MP0206 User -Terry Engineering Run -PROPOSED RAYA RES I ------------------------------------------------------------------------------- GENERAL INFORMATION CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 3 CF-1R Project Title ....... ... PROPOSED _RAYA _RES Date. ,�08/12/04_10157101 - I MICROPAS6 v6,01 File-SO405450 Wth-CTZ08S92 Program -FORM CF-1R _I I User#-MP0206 User -Terry Engineering Run -PROPOSED RAYA RES I _________________________________________________ REMARKS -------------------- COMPLIANCE STATEMENT Conditioned Floor Area,,... 2469 sf This certificate of eomptiance lists the building features and performance Building Type .............. Singte Family Detached specifications needed to compty with Title-4, Parts I and 6 of the Construction Type ......... Existing Plus Addition California Code of Regulations, and the administrative regulations to Building Front Orientation, Front Facing 0 deg (N) implement then. This certificate has been signed by the individual with Number of Dwelting Units,,. 1 overall design responsibility, When this certificate of compliance is Number of Stories,,,.,,,,,. 1 submitted for a single building ptan to be built in multiple orientations, Floor Construction Type..,. Stab On Grade any shading feature that is varied is indicated in the Speciat Features Glazing Percentage,,,,,,.,, 14,3 X of floor area Modeting Assumptions section, Average Glazing U-factor,,, 1,08 Btu/hr-sf-F Average Glazing SHGC,,..... 0,76 DESIGNER or OWNER DOCUMENTATION AUTHOR Average Celting Height,,,., 8 ft Nave,,,,-N _____________ Name,,., JOSEF C, TRAN BUILDING SHELL INSULATION Company, CIMA DESIGN Company. Terry Engineering _________________________ Address. 1016 SHARON RD Address, 180 E Main St Ste 150 Component Frame Cavity Sheathing Total Assembly SANTA ANA CA 92706 Tustin, CA 92680 Type Type R-value R-vatue R-value U-factor Location/Comments Phone,,, (714)285-1919 Phone,,, (714) 838-1124 ____________ _______ ________ ________ _______ _______________________________ License,. Roof n/a R-19 R-n/a R-19 0,051 Existing Attic New Attic Celt Signed, , ________________-J2- _ _ New Vaulted Ce (date) F (date) Wall n/a R-0 R-n/a R-0 0,386 Existing Ext W Watt n/a R-13 R-n/a R-13 0,088 New Ext Wall ENFORCEMENT AGENCY' Door n/a R-0 R-n/a R-0 0,330 Exterior Door S tabEdge n/a R-0 R-n/a F2=0, 720 Covered Name. T i t te, FENESTRATION , , Agency., __---"=-----____ Area U- Interior Exterior Over- hang/ Phone,,, _________________________ - __________________ Orientation (sf) Factor SHGC Shading Shading ------ ___----- _,--- __ _____ ______ ______ _-_--___-____-_ __-_-_-_-- Fins _____(date) Signed.. Y-M, __ __-_________ Window Front (N) 61.7 1,280 0.800 Standard Standard None Window Front (N) 10.0 1,040 0,760 Standard Standard None Door Front (N) 20.0 0.990 0.740 Standard Standard None Window Front (N) 10.0 1,040 0.760 Standard Standard None Window Front (N) 60.0 1,280 0.800 Standard Standard None Window Front (N) 22.5 1,280 0,800 Standard Standard None Window Right (W) 6.5 0,990 0.740 Standard Standard None 7 CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 2 CF-iR Project yTitle .......... PROPOSED RAYA RES Date, . 08/12/04 101 57, 01 I ---------- MICROPAS6 v6,01 Fite-SO405450 Wth-CTZ08S92 Program -FORM CF-1R I I User#-MP0206 User -Terry Engineering Run -PROPOSED RAYA RES I _______________________________________________________________________________ FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading r______________ Shading ____r-------- Fins ----- Window Right (W) 6.5 1,280 0.800 Standard Standard None Window Right (W) 6.5 1.280 0,800 Standard Standard None Window Back (S) 4,5 1,280 0.800 Standard Standard None Window Back (S) 6.0 1,280 0,800 Standard Standard None Window Right (W) 6,0 0,870 0,700 Standard Standard None Window Right (W) 6.0 0.870 0.700 Standard Standard None Window Back (S) 6.0 0.870 0.700 Standard Standard None Window Left (E) 15.0 0,870 0.700 Standard Standard None Window Back (S) 17.5 0.870 0,700 Standard Standard None Window Back (S) 10,0 0,570 0,670 Standard Standard None Door Back (S) 40.0 0,990 0.740 Standard Standard None Window Back (S) 10,0 0.570 0,670 Standard Standard None Window Back (S) 10.0 0.870 0,700 Standard Standard None Window Left (E) '9, 8 0.870 0,700 Standard Standard None Window Left (E) 4.0 0,870 0,700 Standard Standard None Window Left (E) 4.0 0,870 0,700 Standard Standard None SLAB SURFACES ------------- Area Stab Type t sf) Standard Stab 2469 HVAC SYSTEMS Refrigerant ------------ Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type ------------ Efficiency ------------ Airflow ------- Location R-votue ----------- ------- Leakage D ------- ------ Type _-_-___-_- Furnace 0.780 AFUE n/a Attic R-4,2 No No SetBack ACSplit 10.00 SEER No Attic R-4.2 No No SetBack WATER HEATING SYSTEMS q & D 5 & Number Tank External In Energy Size Insutation Ft!ND Tank Type Heater Type Distribution Type System Factor (gat) R-value Water Heater to meet minimum CEC Standards UPON COMPLETION OF CONSTRUCTIONa CONTRACTOR SHALL OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY COMMISSION 0 www, energy. ca, gov/t l t 1e24 (CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS) THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR PRIOR TO FINAL INSPECTION, l ry Z W LJ LJJ _Z 0 W vs �- W,�o ESSI No. 17014 �r Exp. 33- 1-LON LJj � 7 0 W ry i ry `'LLJ ' < uty ���q� < M5� V f } e 0 Lli LL' H Q Lli t.L ry 00 a� t Q NG� Z s E� Date 08-12-2004 Scale: AS NOTED Drawn: JCT Checked: JT Plot Date: 08-12-2004 Job No: 040545 sheet: T-24