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I I Sit e r1% tw I a n MR �F, T iob 0r '16 if�m tht U n S SHALL N l vmn ar'd wion ot a"Y _r'0e' 0", th 'In TO, 15S1ti 'ro a La Awy u4v 2i 0 asis<I I p. in" Fc-,,'",awing Apnrovals'. r IV fl: L-It Fre Agency Q 0ounty of Orange Health Departr V\q ep) w S-4 11110- N 1,40 E Fill '4 (C'itv oi, l ',33anita Ana 1920 North Victoria Santa Ana, California GENERAL NOTES I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 CALIFORNIA BUILDING, PLUMBING, MECHANICAL, AND ELECTRICAL CODES AND LOCAL ORDINANCES, 2- VERIFY ALL E)IMEN51ON5, DO NOT SCALE DRAWINGS 3. ULTIMATE CONCRETE 5TRENGTH TO BE 2,500 AT 2a DAYS. 4, LUMBER: USE DOUGLAS FIR COMMERCIAL GRADE *'I FOR ALL POSTS AND e,>< AND LARGER BEAMS AND COMMERCIAL GRADE 02 FOR ALL 4X AND SMALLER. ALL LUMBER SHALL BE GRADE MAR<ED, 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 UJITH THE PROSECUTION OF TP15 WORK, (o . COMPLIANCE SHALL BE MADE WITH THE 5TATE'5 ENERGY CONSERVATION REOUIREMENT5, FILE REQUIRED DOCUMENTATION ON THE DRAWING5, IDRAW1N66 AND WORK MUST SHOW COMPLIANCE WITH GENERAL AND CONVENTIONAL CONSTRUCTION REQUIREMENTS OF: C.B.G. SECTIONS 2326 AND CHAPTER la FOUNDATION REQUIREMENTS. LYST OF DRAWINGS TI.O PROJECT INFORMATION, SITE PLAN 4 ROOF PLAN eN-11 GENERAL NOTES GN-2 GENERAL NOTES ,41,0 FIRST 4 SECOND FLOOR CONSTRUCTION AND ELECTRICAL PLANS WINDOW 4 DOOR SCHEDULES 4U ROOF PLAN ,42,0 EXISTING EXTERIOR ELEVATIONS ,42,1 PROPOSED EXTERIOR ELEVATIONS 5-1 FOUNDATION AND SECOND FLOOR FRAMING PLANS 5-2 ROOF FRAMING PLAN 5D-I 5Tf;ZJCTURAL DETAILS 5D,-2 STRUCTURAL DETAILS Site li �De Plan General Notes I. ALL 51TE INFORMATION (I.E. SITE WALLS, STEPS, TRELLIS ETC) 15 FOR ILLUSTRATION ONLY- 2, STREET ADDRESS 15 TO BE LOCATED ON THE FRONT BUILDING ELEVATION 50 THAT THE NUMBER 15 A515LE AND LE(;IBLF FROM THE STREET- PER N5MC 13.12210 3, ALL EXTERIOR LUALL5 TO MATCH EXISTING 51DING 4, TWO EX15TING COVERED PARKING 5FACE5 TO REMAIN 5, PROPOSED ADDITION WILL MATCH THE ARCHITECTURAL DESIGN, FINISHES, AND MATERIALS OF THE EX15TING RE51DENCE Site Plan Kevnotes [2.9] EXISTING PROPERTY LINE 2b] LINE OF 20'-0" FRONT YARD SETBACK [2 c] LINE OF 5'-0" SIDE YARD SETBACK [2 d] LINE OF 20'-0" REAR YARD 5ET5,4C< [2 e] EX15TING HOU5E ROOF LINE ZHATCHED AREA INDICATES AREA OF NEW ROOF F2 2] DASHED LINE INDICATES FIRST FLOOR WALL [2h] EXISTING IDRIVEW,4Y F] EXISTING GARAGE 12k] AREA OF LANDSCAPE AND H,4RE)5CAFE 2ml EXISTING 16'-0" BLOCK WALL WITH STUCCO FINISH F2r] EXISTING (o'-O" IRON PENCE Site Notes PROJECT D OWNER /APPLICANT 5chauLuecker Trust / Erpor r 1 g� 1"320 N Victoria SANTA ANA, CALIFORNIA J210& 714-55a-0&10 JOB ADDRESS.- STRUCTUAL ENGINEER: SAME AS ABOVE DESIGNER/ CON -FACT: TE) ENGINEERING TONY DORMANESH 5TEICHEN LEWIS DESIGNS -1315 Prospect Ave JANE 5, LEWIS SANTA ANA, CA S2105 2301 NORTH FLOWER 5TREE- TEL: 114-130-e3TI2I SANTA ANA, CA 13210(o FAX: 114-130-13281 tel Ifax. 114-543-4440 I CODE DATA 11 NUMBER OF STORIES. TWO STORIES TYPE OF CONSTRUCTION. TYPE v- NON RATE[), NON-5PRINKLERED ZONING DESIGNATION R-I 5INGLE FAMILY RESIDENCE LEGAL DESCRIPTION ASSESSORS PARCEL NO. 002-101-0& ALL WORK SHALL CONFORM TO THE 2001 EDITIONS OF THE C15C, CEC, T-24, CMC, CPC CODES WITH LOCAL AMENDMENTS. TABULATIONS APPROX. LOT AREA: 1&,732 60, FT, (3,5 ACRES) EXISTING LOT COVERAGE; 2,440 50. FT, ( 15%) BUILDING SIZE. EXISTING FIRST FLOOR 50 FOOTAGE- 1,�4a &Q. FT, EXISTING SECOND FLOOR 50 FOOTAGE- 1 360 5Q, FT_ SECOND FLf;R ADDITION:_ 211 &a, FT. —PROPOSED TOTAL PROPOSED HOUSE 50 FOOTAGE; 3,525 60. FT. EXISTING GARAr_IE: 500 50, FT. MAXIMUM HEIGHT VICHTY MAP 21'-0" ABOVE GRADE Q 15T ST W, 5A$T,4 ISTH GLARA STREET • > TH 5T/ :Z I1T11 7'T T 51 IT P —/ PI (-;,- ion Pro Informcit* 2301 North Flower Street Santa Ana California 92706 T of 714-54 3-4 440 Fax 714-543-4440 jostaichentearthlink.not Designs Project The Schauwecker Residence Addition %5" 1920 North Victoria Dr Santa Ana California 92706 Sheet Title Froject Site Plan Project No. Schauwecker Plot Date 5-20-05_ B.D. Submittal 5-20-05 Bid Issue Const. Issue Revision Revision Revision Revision Sheet wi CARPENTRY be GENERALAEQUIREMENTS Product Acceptable Manufacturers- DRS Ruberflex or an approved equal APP modified asphalt coated polyester reinforced waterproofing membrane. 5. (Framing anchors) joists framing into the side of a wood girder shall supported Rough Carpentry by framing anchors or on ledger strips not less than 2 inches by 2 inches. Work performed shall comply with the following: 6. (Framing around openings) trimmer and header joists when framed around openings Nailing Schedule I . These general notes unless otherwise noted on plans or specifications. Materials t Lumber shall be doubled, or of lumber of equivalent cross section, where the span of the 2. 2001 Uniform Building Code - All applicable local . CASTM D-41 an a A. DRS Prime . STM D- I an sphalt solvent based primer. Grades header exceeds 4 feet. The end of header joists more than 6 feet long shall be Connection Nailing and state codes, ordinances and regulations. B: DRS Waterproofing Membrane: Ruberflex, an APP modified asphalt coated material with a polyester core and a total thickness of 140 mils. Asphalt 1. All lumber shall arked and conform with the standard grading 0 LT, WO J"J of the West Coast Lumber Inspection Bureau. supported by framing anchors or joist hangers unless bearing on a beam, partition or wall. Tail joists over 12 feet long shall be supported at header by framing joist to sill or girder, toe nail 3-8D On -Site verification of all dimensions and conditions shall be the coating to be APP modified and to be applied by torch -on -method. Tensile 2. Framing lumber All framing, backing and blocking, and door bucks shall be anchors or on ledger strips not less than 2 inches by 2 inches. Bridging to joist, toe nail each end 2-8D responsibility of the contractor and his sub -contractors, noted dimensions take precedent over scale. strength I 10 lbs/inch. as indicated herein, or as otherwise noted on plans. 7. (Supporting bearing partitions) bearing partitions perpendicular to joists shall not 16X66 subfloor or less to each joist C: Protective Boards: One inch (I EPS protective board, 1.0 lbs, density be offset from supporting girders, walls or partitions more than the joist depth. face nail 2-8D or fiberboard. A. Grades as follows: joists under and parallel to bearing partitions shall be doubled. Wider than 16 x 6" subfloor to each The Designer is to be notified immediately by the contractor should any discrepancy or other question arise pertaining D: Ruplast Cold Adhesive: Solvent based adhesive, ASTM D-3019-72, Type III. Use Grade 8. (Floor joists) shall be bridged with I x 4 wood only - no metal will be accepted. All joist, face nail 3-8D to the working drawings. E: Iritak Cold Adhesive: Strong adhesive to EPS and membrane. Used to secure subflooring shall be glued and ring shank nailed to eliminate squeaks. No joints in 2" subfloor to joist or girder, blind the protective boards in place prior to the backfill. Boards, I x Standard plywood sheathing at stair treads will be accepted. and face nail 2-16D Structural Engineering F: Polyethylene: Minimum 4 mils thickness. Studs, sills plates & No. 2 or 3tuds 10'4' and blockling, TI Sole plate to joist or blocking, face nail 16D at 16" O.C. 1. Refer to calculation for any question regarding lumbergrades, I beam and G: Self -adhering modified bitumen membrane, laminated with polyethylene foil. thick, shorter can be stud grade 2"-6" wide. Roof and Ceiling Framing Top plate to stud, end nail 2-16D header sizes, footings, and shear requirements. joist, Planks, Beams No. 2 I . (Framing) rafters shall be framed directly opposite each other at the ridge. There Stud to sole plate, toe nail 4-8D Summary of Materials Per 100 Square Feet: shall be a ridge board at least 2-inch nominal thickness at all ridges and not less in & Blocking, 2"-4" thick depth than the cut end of the rafter. At all valleys and hips there shall be a single Doubled studs, face nail 16D at 24" O.C. Substitution of Materials A. Horizontal Decks Between Slab Membrane: 6" and wider Doubled top plates, face nail 16D at 16" O.C. 1. Equipment products and construction details other than those shown on Type of Deck- 1) Concrete valley or hip rafter not less than 2 inches nominal thickness and not less in depth Top plates, labs and intersections, the drawings or specifications may be considered by the owner for use on 2) Plywood Beams, Purlins, and No. I than the cut end of the rafter. face nail 2-16D the project, provided written approval is obtained from the responsible design professional, and the owner. DRS Primer (concrete only) I -gallon Rafter, 4" thick 2. (Rafter ties) rafters shall be nailed to adjacent ceiling joists to form a continuous tie between exterior walls when such joists are parallel to the rafters. Where not " Continuous header, two pieces 16D at 16 O.C. DRS Ruberflex membrane 280 mills (2-layers) parallel, rafters shall be tied to I -inch by 4-inch (nominal) minimum sized cross ties. along each edge Regulations Taxes and Permits. The whole of the work is to be executed in (torch applied on concrete) Posts, Columns 5" Vide No. I Rafter ties shall be spaced not more than 4 feet on center. Ceiling joists to plate, toe nail 3-8D strict accordance with the regulations and codes of the governmental (on plywood - I st layer mechanically fastened-2nd layer x 5" thick & larger 3. (Purlins) purlins to support roof loads may be installed to reduce the span of Continuous header to stud, toe nail 4-8D agencies whose jurisdiction is applicable. The Contractor shall provide all torch applied) rafters within allowable limits and shall be supported by struts to bearing walls. required permits. Polyethylene separation sheet 2 plies (8 mils) Beams, Purlins, and No. I The maximum span of 2-inch by 4-inch purlins shall be 4 feet. The maximum Ceiling joists, laps over Partitions 3" concrete slab - sealed for waterproof condition. Rafters, 5" & thicker face nail 3-16D Claims for Extra Costs. If any contractor claims that any instructions from span of the 2-inch by 6-inch purlin shall be 6 feet but in no case shall the purlin Ceiling joists to parallel rafters such owner's agent or Owner involve extra cost under this contract he B. Moisture Content- Moisture content of Douglas fir framing lumber shall not be smaller than the supported rafter. Struts shall be not smaller than 2-inch by face nail 3-16D within a reasonable time after the receipt of shall give written notice thereof W instruction, no later than 5 days therefrom, and, in any event, before B. Shower Pans, and other Indoor applications: exceed 20%. In addition, the lumber shall be air dried for 60 days under 4-inch members. The unbraced length of struts shall not exceed 8 feet and the Rafter to plate, toe nail 3-8D proceeding to execute the work, except in emergency endangering life or Construction: 1) Concrete adequate cover on the site, or lumber may be used that has a moisture minimum slope of the struts shall be not less than 45 de reel from the horizontal. 16 brace to each stud and plate property, and the proceedure shall then be a provided for changes in the DRS Primer I -gallon/ 100 sq. ft. content approximately equal to that which will eventually be attained in 4. (Blocking) rafters more than 8 inches in depth shall be supported laterally at the face nail I 2-8D work. Na such claim shall be valid unless so made. Self-adhesive membrane 120 mils service. ends and at each support by solid blocking not less than 2 inches in thickness I " " x 8sheathing-g or less to each bearing, (an the basis of polyester core and modified asphalt coating) and the full depth of the rafter unless nailed to a header, band or rim joist or to an 2-8D Other Contractors There is reserved to the Owner the right to have other Protection Against Decay and Termites adjoining stud. face nail Wider than I" x 8" sheathing to each bearing, Contractors installing equipment and doing others work before completion Execution In -Between Slab Membrane: 1. Wood embedded in the ground or in direct contact with the earth and face nail 3-8D of the project. All parties shall coordinate their plans and supervision to the end that the work shall not be materially impeded thereby. Co-ordination of Work. used for the support of permanent structures, shall be treated wood. Wall Framing Build-up comer studs 16D at 24" O.C. A. Waterproofing applicator shall acquaint himself with the work of other trades 2. Wood joists or the bottom of wood floors closer than 18 inches, or wood girders I . (Size) studs in exterior walls and interior bearing walls of buildings not Built-up girder and beams 20D at 32" O.C. Prior Use. The Owner reserves the right to use and occupy the building or whose work abuts, adjoins, or is in any manner affected by work under this closer than 12 inches to the ground underfloor areas and their supports, shall be more than two stories in height shall be not less than 2 inches by 4 inches top and bottom any portion thereof prior to final acceptance. Such use or occupancy section. Consult the drawings of other trades and coordinate their work with of treated wood or all heartwood of approved naturally durable species as listed in in size. For three-story buildings such studs shall be not less than 3 inches staggered 2-20D at shall not constitute acceptance of the work or any part thereof, the work under this section to avoid ommissions and delays. the Uniform Building Code applicable edition. by 4 inches or 2 by 6 inches to the bottom of the second floor joists, and ends and at each Guarantee. The Contractor shall be responsible for and shall replace or 2 inches by 4 inches for the two upper stories. Interior nonbearing partition 2" planks 2-16D at each remedy any faulty, improper or inferior materials or workmanship or B. Sheet metal reglets, flashings and cap flashings are provided for under the may be framed with 2-Inch by 4-inch studs. bearing any damage to which shall appear within one year after the completion sections of "Sheet Metal" and "Plumbing". Install metal flashings that are Plates, Sills, and Sleepers and acceptance of the work under this contract. Exception: The roofing sub -contractor shall submit a maintenance agreement co -signed by the an integral part of the waterproofing simultaneously with the waterproofing 1. All foundation plates or sills and sleepers on a concrete or masonry slab, which 2. (Height) unless, sported laterally by adequate framing, the maximum allowable height for studs shall be 14 feet for 2-inch by 4-inch studs-, Contractor, to maintain the roofing in a watertight condition for a period application. Coordinate the waterproofing Installation of such flashing. is in direct contact with earth and sills which rest on concrete or masonry and 20 feet for 2-inch by 6-inch. of ten years. foundations, shall be treated wood or foundation redwood, all marked or branded Determine that the waterproofing installation, including metal accessories by an approved agency. 3. (Spacing) studs supporting floors and ceilings or rafters shall be spaced Protection of Utilities. The Contractor shall be responsible for any damage furnished by other trades is suitable to receive the required warranty. not more than 16 inches. to underground utilities encountered in areas where excavations are indicated and shall repair any such damage at this own expense. Where Columns and Posts 4. (Cripple Walls) cripple walls shall be framed of studs not less in size Plywood: 5 utility lines must be maintained under building, they shall be properly sleeved through foundation walls. Footing shall be dropped to a depth Installation of Materials I . All wood columns and posts shall be framed to true end bearings. Supports than the studding above with a minimum length of 24 inches, or shall be framed of solid blocking. When exceeding 4 feet in height, such walls Subfloor, Roof and Wall Sheathing (to framing): below utility as required by details on drawings, i.e. pressure zone proximity, A. DRS membrane shall be applied with 4" overlaps. All materials shall be rubbed in or roiled to create a positive bond to the substrate. Loose laps to be covered shall be designed to hold the column or post securely in position and to protect its base from deterioration. In areas exposed to water slash and in shall be framed of studs having the size required for an additional story. 1/2" and less 6D sleeve locations, steps, reinforcing, etc, all at no additional cost to Owner. with additional strips of material in hot asphalt or where torches are used, secure exterior locations, wood columns and posts shall be supported by peirs 5. (Headers) headers for all openings 4 feet wide or less in bearing walls 5/811 - 3/41# 8D or 6D complete bond between the substrate and the overlaps. projecting at least 2 inches above the finished floor and shall bear on a metal shall be provided with headers consisting of either two pieces of 2-inch 7/8" - III 8D base plate or a foundation plate or sill as specified in subsection 3. Posts or framing lumber placed on edge and securely fastened together or 4-inch 1-1/8" - 1-1/4'" 1 OD or 8D B. For horizontal membranes, a two layer application requires overlaps to be columns of treated wood or of foundation grade redwood or cedar may be lumber of equivalent cross section. All openings more than 4 feet wide setoff a minimum of 10 inches. placed directly on concrete, solid masonry or grouted masonry. Combination subfloor-underlayment (to framing): C. All membranes shall be installed under dry weather conditions. shall be provided with headers or lintels. Such headers or lintels shall have 3/4" and less 6D NA MUISTURE PROTECTION D. All connections to earlier installed membranes and other materials shall Wood and Earth Separation not less than 2-inch solid bearing at each end to the floor or bottom plate, unless other approved framing methods or joint devices are use 7/811 - I" 8D overlap a minimum of 20 inches. 1. No untreated wood except foundation redwood shall be nearer than 6 inches 6. (Pipes in Walls) stud partitions containing plumbing, heating, or other pipes 1- 1 /8" - 1- 1 /4" 1 OD or 8D General E. All temporary connections shall be secured against water penetration. to any earth unless separated by concrete at least 3 inches in thickness with shall be so framed and the joists underneath so spaced as to give proper 1. Weather-strip all doors and windows exposed to the exterior. All doors and F All door waterproofing shall be rubbed in to create full adhesion. Self-adhesive an impervious membrane installed between the earth and concrete. clearance for the piping. Where a partition containing such piping runs Panel siding (to framing): windows to be certified. sheets shall be roiled out and cut as required prior to the removal of the bored parallel to the floor joists, the joists underneath such partitions shall be 1/2" or less 6D protector sheet. 5/85/8" 8D 2. Not used G. Internal and external corners and flanges to be treated prior to membrane Roof Sheathing doubled and spaced to permit the passage of such pipes and shall be 3. All joints and penetrations to outside to be caulked and sealed, application to create double protection. 1. Plywood sheathing is to be continuous over two or more spans and is to be ridged, where plumbing, heating or other pipes are placed in or partly I Common or box nails may be used except where otherwise stated. minimum 112 " thick and have panel identification index as required for rafter in a partition, necessitating the cutting of the soles or plates. . H. Test for Water -Tightness: If under field conditions, waterproofing can be tested spacing (see plans) all shall be structural I and 11, standard sheathing, and A metal tie not less than 1/8 inch thick and 1- 1/2 inches wide shall be 2. Common or deformed shank - with water. A 24-hour test has to be conducted before the slipsheet is installed. C-C grades only, with edges blocked or unblocked as required for span. fastened to the plate across and to each side of the opening with not less 3. Common. Flashing than four 16D nails. 4. Deformed shank. I . All flashing, counterflashing, and coping when of metal shall be of not less Exterior Finishes I Floor Sheathing 7. (Bridging) all stud partitions or walls with studs having a height to least 5. Nails spaced at 6 inches on center at edges, 12" at intermediate support (10" at intermediate supports for floors) except 6" at all than No. 26 U.S. gauge corrosion -resistant metal. Moisture Barrier I . Plywood combination subfloor underlayment sheathing continuous over two or thickness ratio exceeding 50 shall have bridging not less than 2 inches in supports where spans are 48or more. For nailing of plywood 2. Flash and counterflash at all roof to wall conditions. G.I. flash and caulk wood 1Provide one layer 15 asphalt saturated felt minimum under all more spans shall be minimum 3/.4" thick tongue -and -groove and have a panel thickness and of the same width as the studs fitted snugly and nailed there diaphragms and shear walls refer to plans. Nails for wall sheathing beams and outlookers projecting through exterior walls or roof surfaces. . pound exterior finishes. identification index as required for the floor joist spacing (see plans) and shall be to provide adequate lateral support, unless covered by interior or exterior may be common box or casing. 3. Provide vents from all exhaust fans in accordance with fan manufacturer's Materials underlayment grade, C-C (plugged) and all grades of sanded exterior type plywood wall covering or sheathing meeting the minimum requirement of the 6. Corrosion resistant siding and casing nails. requirements. !,vent for dryerio-outskle-air-Vents in walls shall I be in group species of 1, 2, or 3, where floor hoists spacing is 48" O.C. use 1 1/8 " Uniform Building Code applicable edition. asbestos wrapped. Install eave, gable and dormer vents as required. Break 1. All exterior materials shall conform to the requirements of the Uniform Building thick tongue -and groove 2-4-1 (exterior glue plywood in group species of 1, 2, or 3) 8. (Cutting,and Notching) in exterior walls and bearing partitions, any wood vents to rear of ridge. Code applicable edition, state an I d local codes. stud may be cut or notched to a depth not exceeding 25 percent of its width. 4. Behind tubs as required provide access doors. Framing Practices Cutting or notching of studs to a depth not greater than 40 percent of the width of the stud is permitted in nonbearing partitions supporting no loads Attic Ventilation INSULATIONWorkmanship other than the weight of the partitions. Enclosed attic spaces and enclosed roof rafters shall have cross ventilation Waterproofing Insulation 1. All members shall be framed, anchored, tied, and braced so as to develop the 9. (Bored Holes) a hole not greater in diameter than 40 percent of the stud may for each separate space by ventilating openings protected against the entrance of rain. The net free ventilating area shall be no less than I/ 150 Scope of Work. Furnish materials, equipment and labor required to execute I . All exterior walls, walls between living space and unheated garage or stor-age strength and rigidity necessary for the purposes for which they are used. be bored in any wood stud. Bored holes not greater than 60 percent of the of the area of the space ventilated, except that the area may be 1/300 this work as indicated on the drawings, as specified herein and as necessary room, between jambs and framing, ceilings With cold areas above, attic width of the stud are permitted in nonbearing partitions or in any wall where to complete the contract, including but not limited to the following principle items: access anel, knee walls adjacent to heated space, between combination rafter p Beams and Girders each bored stud is doubled provided not more than two such successive doubled provided at least 50 percent of the required ventilating area is provided and ceiling joist (leave open space above for ventilation) to have a minimum 1. All beam or girders supported on wood shall have full bearing and bearing shall studs are so bored. In no case shall the edge of the bored hole be nearer than 5/8 inch to the edge of the stud. Bored holes shall not be located at the same by ventilators located in the upper portion of the space to be ventilated at least 3 feet above eave or cornice vents with the balance of the A. Waterproofing (BATT) insulation of R- I I walls, R-30 ceilings. be comprised of one (1) solid support or built-up support constructed in an approved section of the stud as a cut or notch. B. Protection manner unless otherwise specified on plans. required ventilation provided by eave or cornice vents. Where eave or cornice, C. Inspection and testing 2. Builder and Insulation installer are to provide a certificate of installation and post 10. Rough window sills over 8 feet in length shall be doubles. vents are used to provide ventilation of combustible attic space vent openings in the building in a conspicuous location. shall not be located within T-O" measured laterally each -side and above General Requirements 3. Installation shall conform to Title 24 of the State of California Administrative Floor joists I . (Bearing) except where joists supported on a I inch by 4 inch ribbon strip and Balloon Frame Table window or door openings in the wall of the story above. A. Field conditions: Verify drawing dimensions with actual field conditions. Inspect Code and shall be certified as complying With Title 24 by insulation installer. nailed to the adjoining stud, the ends of each joist shall have not less then I / 12 A. (1) 2 X 4 at 16" O/C 14'-0" maximum laterally unsupported height. related work and adjacent surfaces. Report on all conditions which prevent 4. These insulation requirements represent the minimum allowed. Refer to inches of bearing on wood or metal nor less than 3 inches on masonry. 1 B. (2) 2 x 4 at 16" O/C 16-0"maximum laterally unsupported height proper execution of work to Designer. drawings for additional insulation requirements 2. (Blocking) joist shall be supported laterally at the end and at each support by C. (3) 2 x 4 at 16" O/C 18'-IY maximum laterally unsupported height B. Certification: Applicator must submit a certification that he is approved by solid blocking except where the ends of joists are nailed to a header, band or D. (4) 2 x 4 at 16" O/C 20'-0" maximum laterally unsupported height manufacturer and that the work has been installed in accordance with rim joist or to an adjoining stud or by other approved means. Solid blocking shall E. (1) 2 x 6 at 16" O/C 20'-0" maximum laterally unsupported height specifications and manufacturer's instructions. not be less than 2 inches in thickness and the full depth of joist. W.C.D.F. No. 2 or better and nail with 16D at 24" O/C. C. Delivery and Storage- Deliver all materials in the original containers with seals 3. (Notches and holes) notches on the ends of joists shall not exceed one-fourth the unbroken and with manufacturerRis name and product identification clearly joist depth. Holes bored in joists shall not be within 2 inches of the top or bottom legible. Store so as to preclude entry of moisture or damage from any source. of the joist and the diameter of any such hole shall not exceed one-third the depth D. Inspection: Full time inspection during application and testing, as well as jof the joist. Notches in the top or bottom of joists shall not exceed one -sixth the during backfill operation and concrete work shall be made part of the operation as retained by the Owner. depth and shall not be located in the middle third of the span. 4. (Laps) joists framing from opposite sides of a. beam, girder or partition shall be lapped at least 4 inches or the opposing joists shall be tied together in an approved. manner. 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. teiehen Aft. LewizJl 2301 North F I o w a r S t r a a t Santa Ana C a I i f o r n J a 92706 Tel 714.643.4440 Fax 714.643.4440 steichan lewis designs oadelphia. net D e -1-3 i g n s Project rr Residence Addition 1920 N Victoria Santa Ana Calif ornia 92706 Sheet Title Stamp Z Project No. -Schauweaker Plot Date 8-8-05 B.D. Submittal 5-20-05 Bid Issue Const. Issue Revision B.D. Z 8-8-05 Revision Revision Revision Sheet GN1 .. 1p1 v � MandatoryMandatoryMandatory Measures Checklist-.Checklist-.ResidentialResidentialy age 1, "` nf�-\ / Mv -mu��� NOTE'. uw*"e,"ridentiallovw/mnSubject tothe Standards must contain these measures regardless mthe compliance api :iac^v,w/, Items mmrkedwimmn asterisk <'. may m`superseded uvmore stringent compliance requirements listed on the Certificate of Compliance. �.="this checklist inincorporated into the pemmdocuments, the features noted shall ueconsidered byall parties asminimum component performance ape: mcation,for the mandatory measures whether they are shown elsewhere .nthe documents mo"this checklist only. IDESCRIPTION Instructions: Check or Initial applicable boxes or enter WA if not applicable. DESIGNER ENFORCEMENT IBuilding Envelope Measures � §150(b): Loose rill insulation manufacturer's labeled R-Value. mv *§150(4 Minimum R-13 wall insulation in wood framed walls or equivalent Ll-value in metal frame walls (does t,�Nj not apply to exterior mass walls)- rUl*§150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. E] §150(1): Stab edge insulal�ion - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 parnifinch. LF -1; 1 §118: insulation specified orinsla0ed meets Insulation quality standards. indicate type and form, AJ [-7 §116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls AJ 1, Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2, Fenestration products (except field fabricated) have label with certified LI-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification, 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed, §150(g): Vaw barriers mandatory in Climate Zones 14 and 16 only, §150(0: Special infiltration barrier installed to comply with Section 151 meets Commission quality standards, §150(e)i Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c, Flue damper and control 2 No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 0110-13: HVAC equipment, water heaters, showerheads and faucets cerfified by the Commission. � §150(h): Heating and/or coating loads calculated maccondiancervith ASHRAE, SMACNA orACCA. LjNj §150(i): Setback thermostat on all applicable heating ancifor cooling systems. §1500): Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Facaor less than 0.58 must be extemally wrapped with insulation having an installed thermal resistance of R-11 2 or greater, 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R4 or greater) & Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 extemal insulation or R-16 combined internal/external insulation. 4 Ali buried or exposed piping insulated in tecirculafing sections of hot water systems. 5 Cooling system piping below 56 degrees F, insulated. 6. Piping insulating between heating source and indirect hot water tank, ---,,User Number, er: ` . of 21 � EXIST + ADDIT. AREA FOR 5/1912005 Project Title Date H\AC SYSTEMS �: Input Hydronic or Combined Hydronic data under Water Heating Systems, except m.IgmHeating Load. Distribution Heating Equipment Minimum Type and Duct or Type (fumoce.heat Efficiency Location Piping Thermostat L(,atiun/ pump. etc.) FUB�GpF R�m� T C>,mmen� 'Z2±AFlE_ __ou�_ e4. HVA(- Cooling Equipment Type (air conditioner, Efficiency Location Duct Thermostat Lz;adion/ nem� pump, ap cooling)<u��� �mme�s No C)ooNng_________ WATER HEATING SYSTEMS 1 n � Rated Tank Energy F ��� External Water Heater Water neuter Distribution #|n Input C Recov, ry StadTank | i System Name Type Type ) R-Value Standard___-_1_-___40=__50- __V48-_ __pla�_ 1 For small gas storage (rated inputs of less than or equal to 75,000 Btulhr), electric resistance and heat pump water heaters uuenergy factor, For large gas storage water heaters (rated input ofgreater than rs.000a*urm*list Rated Input, Recovery Efficiency and St: "dbvLoss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS COMPLIANCE STATEMENT ST4JEMENT --� This certificate of compliance lists the building features and performance specifications needed to comply with Title A, Parts I and uofthe Cam�nia^pwe ofRegulations, and the administrative regulations mimplement them. This certificate has been sig,.uuvthe individual vvith overall design responsibility. The undersigned recognize that compliance using duct sealing and mVs requires ins; her testing and certification and memverification uvanapproved HERS rater. Designer or 8 Documentation Author Nome: Name: Title/Firm: STEICHEN LEWIS Title/Firm: / Address: Address: � ____ ���_A Telephone: Telephone: at r (date)' (signature) ate Enfor nt Agency Name: vt:�Vl Title/Firm: v Add Telephone::?[E�,atyPro 3,1 By EnergySofl User Number: 1562 Job Number 202146A Page:4 of 20 5 Mandatorv--Measures Checklist: Residential (Page NOTE: _--- residential buildings subject ~ the Standards must contain these measures regardless mthe compliance "ppro*..used, Items marked with o" astensknmay be superseded by more stringent compliance requirements fisted mthe Certificate *Compliance. Whe this checklist uincorporated into the permit u"==enm.the features noted shall ^mconsidered ^rall parties u*minimum component performance specifmn"for the mandatory measures whether they are shown elsewhere mthe o°"mpti*or,=,uc"h-La~..^. DESCRIPTION Instructions: Check or initial applicable boxes or enter NIA if not applicable, MSIGNER ENFORCEMENT Space . Conditioning, Water Heating and Plumbing system Measures: (continued) 1. AD ducts and Plenums installed, sealed and Insulated to meet the requirements of the 1998 CMG sections 601, 603, 604 and Standard 6-3: ducts insulated to a minimum installed level of R-4.2 or enclosed entirety in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181. ULI81A, or U1.1818. If mastic or tape is used to sea] openings greater than 114 inch, the combination of mastic and either mesh or tape shall be use& 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 2. Building cavities. support platforms for air handlers, and plenums defined ov constructed with materials other than sealed sheot metal, duct board or flexible duct shalt not be used for conveying conditioned air. Building cavities and support platforms may coritain duchi. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such a lape is used in combination with mastic and drawbands, 4. Exhaust fan systems have back draft Of automatic, dampers. 5. Gravity ventilation systems serving conditioned space have eitherautornafid or readily accessible, manually Operated dampers. 6Protection Of Insulation. Insulation shall be protected from damage, including that due to sunlight, njoisture, equipment maintenance, and wind but not limited to the f*IVMng* Insulation exposed to weather shall be suitable for Outdoor service e.g., protected by aluminum, Sheet metal, painted canvas, of plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material, 114: Pont and Spa Heating Systems and Equipment I . Certified with 78% thermal efficiency, on -off Switch, weatherproof operating instructions, no electric resistance heating. and no piloL 2. System is installed with at least 3T of pipe between filter and heater for future solar, cover for outdoor pools or spas a, At least 36" of pipe beKveen filter and heater for future solar heating. b, Cover for outdoor pools or outdoor spas. 3Pool system has directional inlets and a circulation Pump time Switch, IS: Gas fired central furnaces, heaters, pool spa heaters or household cooking appliances have no El§1 is (f): Coot Roof material meet Specified criteria Lighting Measures §150(k)l: Luminaires for general lighting in kitchens shall have tamps With an efficacy 40 lumensMan or greater for general fighting in kitchens. This general lighting shall be controlled by a switch an a readily accessible lighting control panel at an entrance to the kitchen. §150(k)2: Rooms with a Shower or bathtub must have ell ratIp he _ast one lummaire with lamps with an efficacy of 40 lumenstivatt or greater switched at the entrance to the room or one of the aftemarive to this requirement allowed, in Section I SD(k)2-; and recessed ceiling fixtures are IC (insulation cover) approved Certificate of Com2llance: Residential 'o'12) CF-I Project Title __ QR1A Project Address -� ENERGY CODE WORKS | �^umi' | - Plan( ;^wuu/-Date Compliance Method (Package or Computer) Climate Zone �ment Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: Average Ceiling Heigbtft Total Conditioned Stab Area: Building Type (check one ormore) Single Family Detached Addition Single Family Attached Existing Building I Multi -Family tAJ Existing Plus Addition Front Orientation: _( Floor Construction Type: [-] Slab Floor Number ofDwelling Units: Number ofStories: ______2[�lRaioedHnor hpe Type U-Value (attic, garage, typic. etc) ^ Mrestopping Shall be provided to out off all oonuon|e6 draft opening (both verficu| and horizontal) and oho|| form on effective bonier and shall be used in specific locations, as follows: 1. In exterior or lnfmdnr stud walls, at cwUioDo and floor levels. 2. In all stud woUo and partitions, including furred spaces, so piouwd that the rnoxlrnurn dimension of any concealed opnua is not over 18 feet. 3. Between stair stringers at top and bottom and between studs along in Onr with run of stair adjoining stud woUo and partitions. 4. Around top, bottom, sides and an6m of sliding door packets. 5. in spaces between chimneys and wood framing, loose noncombustible nn=fnho|s oho\| be placed in n0000nnbue8b}o supports or o nnoto| oof|or tightly fitted to the chimney and nailed to the wood framing may be used. G. Any other locations not opeoif)un\|y mentioned above such as hdmm for pipes, shafting, behind furring strips and oYrnUor places .which could afford o passage for flames. Firestupa when of wood shall be 2-inch nominal thichnemy. H the width of the opening is such that more than one piece of (unn6or is necessary, there shall be two thicknesses of 1-inch norn)no| rnoteMo| with joints broken or one thickness of 3/4 ` plywood. Rresfopu may also be of gypsum board, cement oobmotom board, rn|nero{ wool or other approved non onrnbumhb|e rnotorio|s, securely fastened in p|oco, (Mineral wool only is to be used in double framed nurnnnon *oOm). 7. Horizontal stabilizing blocks required for wo||a G feet or over. 1. Roof covering shall meet the requirerremts as set forth in Chapter 15 of the U.B.C. 2. Roof coverings to be Timberline Grand Sequoia fiberglass asphalt shingle, ICBO #ER5546, Class A, UL 997 Wind Test - installation per manufacturer's specifications. 3- Approved flashing mhoU be installed at valleys, vent pipes and chimneys. etc. Roofng Shingles General Supply and install all roofing work as shown on plans and as specified. Manufocturer, style and color nhoU be selected by owner and his agent and noted on the plans. ` Under roofing for pitches up to 4:12 use two layers 30 |b. foM, or e4uo|. of right ong|mo to roof aurfuo*' mopped solidly (25 }b, per square, approximately) between |myoru and on top of |oywrn with heated ompho)t, or use two layers 409 )b, np*u|f(oot}on roofing, or equal, of right angles to roof surface, mopped eoU6|y (25 |b. per square approximately) between layers with heated asphalt. Blind moi} with large headed roofing no||m. Loy one extra layer of under N|o under all vu)|wyo. For pitches over 4.12 use on layer 50 |6. roofing or equal, Jry. Loy with 4" side lop and G° end lop. ELECTRICAL Motedu|m 1, Aluminum wire No. GAVYG and srno||*r aho|| not be used in electrical wiring. Workmanship 1. All work mhoU be in full accordance with all codes, rules and regulations of governing agencies and ohoO comply with the requirements of the serving power and telephone companies. )nmtoUoMun 1. Not used 2. Receptacles /n bathrooms ohoU be installed above work top unless otherwise noted on plans. 3. Receptacles mhmU be installed 12° above floor. 4. VVoO switches to be 48" above floor. 5. Duplex receptacles to be spaced 12`-O"mmax. along woUu and of any usable wo|| apouo over 3'-0~ wide. 6. Provide for general lighting in bathroom of 25 lumens/waft or greater. General Provisions Utility Service: BoctMoo( contractor shall design electrical service to adequately supply the residence. Switches and Plates: All nun -metallic boxes ohoU be *|nyd in non-metallic cable except at exposed wiring, which shall be in conduit. Switches mounted of 4^-0" high unless otherwise noted. Plugs and Plates: Shall be mounted of 12'° high unless otherwise noted, Lighting Fixtures- Provide labor to install all lighting fixtures. Provide and {noto|i all fluorescent fixtures and tubas of on approved type and mho|| be worm light tubes wn|emm otherwise noted. Cunonnunioutioam Television: Television outlets ehoH be wired at i000#ona as shown on plans. Phone and Fox: Location as shown on plans. Special Requirements: Contractor to consult with owner for any opwckz| requirements PLUMBING AND HEATING General 1, Plate o|nops aho!| be used to repair studs, plates, and tdnnrnwro where drilled more than one-half the depth. 2. All piping through v/ui|o who|i be filled with mnooƒio and covered with escutcheon plates. 3. Plumbing vents shall not be located n}ommr than 10 feet from any properly line. Water Piping Watedo\o 1. Copper tube for water piping ohuU have o weight of not |emm than that of copper water tube type L. Exception: Type W copper tubing may be used for water piping where piping in above ground, and the normal noux|rnurn pressure does not exceed 100 pounds, and the working temperature does, not to exceed 210 degrees F. Fan Symfnn`m 1. Fan aystorno exhausting air from the building to the outside shall be provided with back -draft dornp*rn installed to prevent air leakage when the fan is not operotlng^ Waste Piping Materials 1. Not used 2. Rapid f# waste and overflow fittings shall be used in lieu of access panel Heating and Ventilating Materials 1. All 6ofhruonn and laundries without windows and} be provided with an exhaust fan oopob|m of five air changes every hour. 2. All exhaust systems shall hove damper controls. WateMoha 1. All windows shall conform to chopfer 54 or the U.B.C. 2. All glass within 18° of finished floor ahmU conform to table No. 54-C of the U.B.C. DOORS Guarantee The hardware supplier shall guarantee products furnished against defects in workmanship and operation for o period of one year but without responsibility for damage caused by abusive or improper usage. No ||mbU|iy to be owmunned where faulty operation is due to either improper installation or failure to oxemz{ee norrno! maintenance. EXT. & }N[ FINISHES Weather-strippingWeather-stripping shall be provided at all exterior openings to unheated oneom. Weather- stripping of all exterior doors shall be bronzed anodized interlocking threshold with spring bronze heads and ^nrnbs unless otherwise specified. Provide matching still cover of all concrete o|ob floors. 3ao| doors were trimmed. Gypsum YVuHbnor6 General Subcontractor must be specialist in this type of work, employing experienced pmnmunnok Provide adequate heat and ventilation for proper drying. Work Included All labor, rnoteMu| and equipment necessary to properly complete the drywall installation. WoteMo|s and Workmanship 1. One half inch (1/2") thick gypsum board screwed into p|ono. 2. Not used 3. Metal applied and finished on all drywall outside uurnmnu, unless otherwise specified on plans. Bent or rusty nnofahol not acceptable. 4. Ceiling texture to match existing 5. All wo||n to rnotoh existing Clean-up Bactduo( boxes and other rough -in openings rnuaf be uieonw6 of excess Spackle before pointer starts. Spackle on finish wood to be stained will not be acceptable. Installation 1. All gypsum wallboard mhuU be |nmfoik*d in accordance with the provisions of the U.8/C, applicable edition, afofm and |pco| codes. 2. Gypsum wo||huord shall not be installed until weather protection for the |nefo||nfion is provided. 3. All edges and ends of gypsum vvo||bomrd nho|| occur on the framing nnarnbero^ except those edges and ends which are perpendicular to the framing rnarnborm. All edges and ends of gypsum wallboard shall be in moderate contact except in concealed spaces vvhemw fire -resistive construction or diaphragm action is no! required. 4. The size and spacing of fasteners mho|| comply with U.B.C. applicable edition, state and local codes. Fasteners shall be spaced not less than 3/8 inch from edges and ends of gypsum wallboard. Fasteners of the top and bottom plates of vertical uonennb||ns, or the edges and ends of horizontal ooaernb||ew perpendicular to supports, and at the vvo|i line may be omitted except on shear resisting e|emnonts, or fire -resistive 000ernbOen. Fasteners ohoU he applied in such o manner as not to fracture the face paper with the fastener head. 1.of Title 1 2. hmeu{o+kon Installer uho|} post in o conspicuous location on the building o certificate b the installer and the builder stating that the n conforms with the requirements of Title 24, Chapters C2-8 ' and that the materials installed conform with the requirements of 3. Not used 4. A maintenance ioboi shall be affixed to all equipment requiring preventive rno[nhanonue, and o copy of the rno}ntenonun instructions mhoH be provided for the owner's use. 5. All Insulating rnohaMois shall be certified by the manufacturer as complying with the California Quality Standards for Insulating Materials. G, Not used 7. Manufactured doors and windows shall be certified and labeled in compliance with the opprmpMote standards listed In table 2-63V of the energy, 8. Fan system exhausting air from the building sbo|| be provided with bonkdnzft dampers. S. Not used 11. All ports of the duct system mhoU be tightly sealed with mastic or tope. 12. Thermostatically controlled heating or co (except electric heat pumps) mhoU have on outonno8o thermostat with o clock rneohonimrn which the building occupant can rnonuo||y program to automatically set book the thermostat set points for of }oomt 2 periods within 24 hours. 13. Piping in unconditioned space leading to and from water heaters oho|| be wrapped with insulation having o thmnno\ resistance of R-3 or greater for the 5" of pipe adjacent to the water hooter. 14. Lornpm used in |unnlnoMem for general lighting in kitchens and bothnmorna shall have on efficiency of not less than 25 lumens per wotf (fluorescent type lighting will meet this requirement). wwmomAww 92700 Tm1714,543.4440 Fax 714.54111.4440 oxwmm:um�mawmon*ommwn��*.�mv Designsftol"t "-Fw,w W-0 Addition 1920 N Victoria Project No. scham"*0111, Plot Doft _8-10-05_ IUD. Submittal 5-20-05 Bid Isom conwt bsu* Rovillollmm 8D 11 8-10~05 RwvIsIon-___ Rilil° /\ RTIUI�•� XwfMaisO 0 w Pil i r--------------� i i i i i L----------- DOM NAME IUIDTH HEIGHT THK DE5CRIPTION ter Bath 2'-8" (0'-5" 1 3/e, POCKET - PANEL TO MATCH EXISTING 170wroylIM 717TOm )TH HEIGHT DESCRIPTION ETCH MATCH DUAL GLAZED WOOD, DOUBLE HUNG W112 TRITE DIVIDED LITES, MATCH EXISTING EX EX USE TEMPERED GLASS BY ELEVATOR - SEE ELEVATION •6" 4'-0" DUAL GLAZED WOOD, CASEMENT Wl 12 TRUE DIVIDED LITES; TEMPERED GLA65 of 3'-0" SINGLE GLAZED WOOD, FRENCH CASEMENT W/ 51NGLE LITE, ACID ETCHED 4 TEMPERED GL95 0" 4'-6" DUAL GLAZED WOOD, DOUBLE HUNG WJ 12 TRUE DIVIDED LITES, MATCH EXISTING COMPLIANT WITH EGRESS CODE CBC 310.4 1 e ` 0 4LL. GLAZING TO BE IN ACCORDANCE WITH CBC CHAPTER 24 4LL TEMPERED GLA55 TO BE APPROVED FOR HAZARDOUS CONDITIONS A ND BE IN COMPLIANCE WIT4 CBC SECTIONS 2403, 2404 4 2406 second Floor Construction Plan L VERIFY HEIGHT OF WALL MOUNTED SCONCES PRIOR TO PULLING WIRES TO BOXES. 2. PROVIDE GFJ. PROTECTION TO ALL 120 VOLT,15 t 20 AMP RECEPTACLES INSTALLED INDOORS, I' D BATHROOMS, AT COUNTERTOP WACE (WITHIN 6 FT OF A 51W, 4 GARAGES. EXCEPTION: SINGLE OUTLET RECEPTACLES IN GARAGES UTILIZED FOR A FIXED OR STATIONARY APPLIANCE. (NEC 210-8(a)) 3. OUTLET AND SWITCH HEIGHI5: a. ALL WALL OUTLETS (UNLESS NOTED OTHERWISE) ARE TO BE SET 12°" AFF b. SWITCHES AND OUIETS AT KITCHI N 5PLA5H AND LAUNDRY 5PLA514 TO BE ABOVE BACKSPLASH AND SET HORIZONTALLY. 6yM, C• ALL SWITCHES ADJACENT TO DOORS WITH CA51NG To BE SET 1/2" MIN. FROM CASING TO EDGE OF PLATE. d. THERMOSTAT TO BE SET AT +53" O.C. AP1= AND TO ALIGN AND CENTER Ll ABOVE SWITCHES. FIELD VERIFY LOCATION. LOCATE IN A CONSPICUOUS PLACE -- 4 ALL CONDUCTORS TO BE COPPER B _....__ 5. CONTRACTOR TO REv(EW All FIELD CONDITIONS AND NOTIFY DESIGNER IMMEDIATELY IN CASE OF DISCFf.PANCIES AND UNUSUAL CONDITIONS. - - 6. FURNACE AND HEATER INSTALLATIONS MUST COMPLY WITH UMC CHAPTER 3 AND UMC CHAPTER 1 COMBUSTION AIR AND UPC CHAPTER 501 ALL WOW SHALL BE DONE IN ACCORDANCE WITH THE 2001 CAL.IF01;NIA 5. BUILDING, PLUMBING, MECHANICAL, AND ELECTRICAL CODES AND LOCAL ORDINANCES g PROVIDE MECHANICAL YENTILATICN CAPABLE PROVIDING F1YE AIR CHANGES PER HOUR IN BATHROOM _ a F 110Y OUTLET i IIOV OUTLET GROUND FAULT INTERRUPT (GFI). I/2 HOT CUTLET INTERIOR WALL MOUNTED SCONCE HANGING FIXTURE - PROVIDE FOR SUPPORT i CEILING FAN - PROVIDE FOR SUPPORT _ CEILING FIXTURE 0 RECESSED INCANDESCENT DOWN LIGHT RECESSED SHOWER LIGHT \ EXHAUST FAN. 5 AIR CHANGES PER HOUR, MIN. 717 SMOKE DETECTOR 110V. HARD WIRED W/ BATTERY BACKUP. BATT SMOKE DETECTOR BATTERY POWERED < CABLE CABLE JACK PHONE JACK LIGHT SWITCH 3 WAY LIGHT SWITCH 4 WAY LIGHT SWITCH 2. Wile 4 Ceilings 2a DASHED LINE INDICATES WALLS TO BE DEMOLISHED 2b MATCH EXISTING CEILING ±s'-0" AFF gZW 2X6 STLV WALL 2d EXISTING 22" X 30" ATTIC ACCESS- PROVIDE ACCESS FROM EXISTING ATTIC TO NEW ATTIC SPACE 1. Plumbing Fa] WATER CLOSET WIT4 30" CLEAR M►K SPACE IN WIDTH AND 24" SPACE IN FRONT PER CODE - TOILET TO BE LOU) FLU (16 GAL/FLUSH) Rib HOT MOPPED SHOWER PAN AND CURB WITH MUDSET TILE FLOOR AND TILE WALLS TO 12"MIN. A.F.F. PROVIDE CLEAR SHATTERPROOF GLA55 DOOR WITH LABELED CATEGORY 11 CL466 FICATION PER CBC CHAPTER 24 4 UBC STD. 24-2 - MATERIALS OTHER THAN I STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT SHOWER HEAD AT +18" AFP. - WATER RESISTANT GYPBD. 6 NOT PERMITTED FOR TILE BACKING AT SHOWER. is BEDROOMS TO HAVE ONE OPENABLE ESCAPE WINDOW OR DOOR MEETING (MEETI1N*G ALL OF THE FOLLOWING: AN OPENABLE AREA NOT LESS THAN 5. f $Qr-i'., A M1C CLEAR 24" 1�1GHT AND 20" WIDTH, AND A SILL HEIGHT NOT OVER 44" ABOVE THE FLOOR �c+ PULLMAN WITH TILE COUNTER TOP AT 32' AND A 6" HIGH SPLASH. 10. ecialities iraa NEW RESIDENTIAL ELEVATOR - 5AVARIA V-1504 5TD VERTICAL PLATFORM LIFT INSTALLATION PER MANUFACTURER SPECIFICATIONS ELEVATOR $HALL COMPLY WITH THE MOST STRINGENT REQUIREMENTS OF THE STATE OF CALFIFORNIA CODE OF REGULATION$ (CCR), TITLE 6, SUBCHAPTER 6, STATE ELEVATOR SAFETY REGULATIONS AND THE 2001 CBC CHAPTER 30 REPLACE EXISTING GLA66 WITH TEMPERED GLA55 A Iron* NaMR-K NOTES ALL PLUMBING WALLS TO BE FRAMED WITH A MIN OF 6' STUDS :FLOOR OVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS 1 �I D PARTITIONS, INCLUDING FURRED SPACES AT THE CEILING AND LEVEL AND AT 10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL. E EXISTING PARTITION TO REMAIN NEW PARTITION TO BE CONSTRUCTED - - - - - - - - = = = EXISTING WALL OR ITEM TO BE REMOVED 2801 North Flower $treat Banta Ana California 92708 Tel 714-5+48-4440 Fax714-543-4440 lett#10b@si®art41lnt.n#t ue--signs Project 1920 N Victoria Ave r , Santa Ana y �t5h°i.i •'''} � California 92706.r F Sheet Title Stamp *A ....,,....... .,. OF Project No. Schaawecker Plot Date 8-8-05 B.D. Submittal 5-20-06 Bid Issue Const. Issue Revision B.D. ' 1`� 8-8-05 Revision f1 Revision Revision Sheet &WI t ! 111111,111 (=)]' Wall LegendNotes 'Imm .Adbb.. tu F-1 L-1 crs X to it NEW 1 1:12 SLOPE MATCH EX15 Fi- — H F II If IL — — — — — -- — — — — - LF— O ��- 0 NEW 1 1.12 SLOPE MATCH EX15 LU �=a zLLI - Li II II F2c]l X Li UJ II F-1 II L- - - - - --- EX16TING RIDGE L=1 __J F-L —J3 E- E: L-J--- -- - E7— H F - - - -- - - - - - - - - - - - - - - - - - - - - H L LJ IF II II II II Ii E — — — — — — -- 91 EF — — — — — — --- — — — - EX 6LOPE. EXISTING PARTITION TO REMAIN NEW PARTITION TO BE CONSTRUCTED Floor Electrical & Reflected Clg Plan X F-1 W -:F U It S--4 100- N fief— — F E II EX SLOPE Roof Plan S 1/4voll-ow SCAL 01 Yt-!a"4'& Ltpt�6'�X'&!mINUOU5 FLASNWV�C'O'N'T'T E EAT4 RO ING WALL NOT BE VISIBLE. FLASHING SHALL EXTEND UP / DOWN ADJACENT STRIP (36" WIDE) OF 300 FELT PAPER, 2 LAYERS 150 FELT PAPER SHALL LAY IN CONTINUOUS STRIPS, OVERLAPS AND EDGES SHALL BE PER ROOFING TILE MANUFACTURER'S RECOMMENDATIONS WHERE FLASHING MUST BE EXPOSED, FLASHING SHALL BE 24 OUNCE MIN. W1 PAINT FINISH TO MATCH ROOF COLOR 2- ALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. ALL FASTENERS TO RESIST WIND LOAD OF NOT LESS THAN W MPH. 3. ALL ROOF PITCHES ARE TO MATCH EXISTING, URO. 4. EAVE VENTS ARE TO BE USE TO COMPLY WITH ALL ATTIC VENTILATION REQUIREMENTS. 5. ROOFINGS 15 TO OVERHANG THE EDGE OF THE ROOF BY ABOUT 1/2" TYP. 6. PROVIDE ATTIC VENTILATION EQUAL TO A MINIMUM OF 1/150 OF THE AREA TO BE VENTILATED. THIS MAY BE REDUCED TO 1/300 WHEN THE VENTILATORS ARE 60 PLACED THAT AT LEAST 5051. ARE LOCATED IN THE UPPER 1/3 OF THE ATTIC AREA. I. NOT USED 6. PROTECTION OF OPENINGS INTO ATTICS, FLOORS OR OTHER ENCLOSED AREAS SHALL BE COVERED WITH CORROSION-RES15TANT WIRE MESH NOT LESS THAN 1/4" NOR MORE THAN 1/2" IN ANY DIMENSION S. ALL FLUES AND VENTS TO BE LOCATED IN W51RJSIVE AREAS. CCN60LIDATE 40 11ANFaD VENTS MeRE POSSIBLE TO MINIMIZE ROOF PENETRATIONS. THE HEIGHT OF ALL FLUE AND VENTS I. VERIFY HEIGHT CP WALL MOUNTED SCONCES PRIOR TO fULLIW5 WIFE$ TO 50>(E5. 2. PROVIDE GP1 PROTECTION TO ALL 120 VOLT, 5 4 20 AMP RECEPTACLES INSTALLED INDOORS, IN BATHROOMS, AT COUNTERTOP SURFACE (WITHIN & FT. OF A SINK), 4 GARAGES. EXCEPTION- 51W OUTLET RECEPTACLES IN GARAGES UTILIZED FOR A FM OR STATIONARY Steichen APPLIANCE. (NEC 210-8(a)) 3 OUTLET 40 SWITCH HEIGHTS: L te i s a. ALL WALL OUTLETS (UNLESS NOTED OTHE%IISE) ARE TO BE SET 12' APP. b. WITCHES AND OUTLETS AT KITCHEN SPLASH AND LAUNDRY 6FLA514 TO BE ABOVE 5ACK5FLA6W AND SET HORIZONTALLY. C- ALL SWITCHES ADJACENT TO DOORS WITH CASING TO BE SET 112' MIN. FROM CASING TO EDGE OF PLATE, d, THEWOSTAT TO BE SET AT453"O.C. AFF. 40 TO ALIGN AND CENTER ABOVE SWITCHES. FIELD VERIFY LOCATION. LOCATE IN A CONSPICUOUS PLACE 2301 4. ALL CONDUCTORS TO BE COFFER. N o r t h 5. CONTRACTOR TO REVIEW ALL FIELD CONDITIONS AND NOTIFY DESIGNER Flower IMMEDIATELY IN CASE OF DISCREPANCIES AND UNUSUAL CONDITIONS. 8 t r a a t 6- FURNACE AND HEATER INSTALLATIONS MUST COMPLY UMT44 UMC CHAPTER 3 AND UMC CHAPTER 1 COMBUSTION AIR AND UPC CHAPTER 50T T. ALL WOW SHALL BE Dolt IN ACCORDANCE WITH THE 2001 CALIFORNIA a a a t a BUILDING, PLUMBING, MECHANICAL, AND ELECTRICAL CODES AND LOCAL ORDINANCES Ana PROVIDE MECHANICAL VENTILATION CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR 0 a I I f o r n I a (N BATT4ROOM 92708 T91714-543-4440 Electrical & Mechanical Notes Fax 714-548-4440 1 Isstelobon000rtblink.mot IIOV OUTLET Designs "41 IIOV OUTLET GROUND FAULT INTERRUPT (GFI). 1/2 HOT OUTLET Project -0 INTERIOR WALL MOUNTED SCONCE C) HANGING FIXTURE PROVIDE FOR SUPPORT CEILING FAN N PROVIDE ISUPPORT The CEILING FIXTURE Schuwecker RECESSEDINCANDESCENT DO% LIGHT Residence RECESSED 5HOtk>'ER LIC44T Addition EXHAUST FAR 5AIR CHANGES PER HOUR, MIN. SMOKE DETECTOR IIOV. WARD WIRED W/ BATTERY BACKUP. SMOKE DETECTOR BATTERY POWERED CABLE CABLE JACK FHCNE JACK 1920 N Victoria Ave LIGHT SWITCH 3 WAY LIGHT SWITCH Santa Ana California 4 WAY LIGHT 6WITCA 92706 Sheet Title 2. Exterior Roof [2a] WATCHED AREA INDICATES AREA OF CALIFORNIA FRAMING Plan E SINGLE DASHED LINE INDICATES LINE OF WALLS AT SECOND FLOOR F 2--] EXISTING ROOF TO REMAIN F 2 cli EXISTING ROOF BELOW P-ol EXISTING DECK BELOW 1, Flumbine Fla 0011,146FOUT RUN WITHIN WALL AND CONNECT TO BELOW GRADE DRAINAGE SYSTEM - Stamp VERIFY THAT DOIN5FOUT6 WILL PASS TWRU STRUCTURE 10. Specialties A l0aFNEW ASPHALT SHINGLE ROOF - TIMZBERLINE GRAND SEQUOIA, ICBO SR554 "k-T C 66 COLOR A5$ A, PA66EML =N� TEST, BE DE LWA , A, PA. 6E5 UL �Bl WIND TEST, COLOR TO BE DETERMINED BY THE OWNER NOTE: INSTALLATION OF ROOF SHINGLES 4 FASTENERS SHALL BE IN ACCORDANCE WITH MANUFACTURER$ SPECIFICATIONS AND SHALL RESIST WIND LOAD OF NOT LESS THAN W M.P.H. PER O.C. BUILDING ORDINANCE 15669 CLASS A FIRE RATING 54INGLE ROOFING OVER 2 LAYERS OF 3V FELTS ALTERNATE 5WS lob NEW INTEGRAL GUTTER$ TO MATCH EXISTING q EXISTING PARTITION TO REMAIN NEW PARTITION TO BE CONSTRUCTED Project No. Schauwecker Plot Date B-8-06 81). Submittal 5-20-06 Bid Issue Conat. Issue Revision B-D. 8-8-05 Revision Z\ Revision Z—\ Revision A Sheet m Im a N ORIGINAL HOUSE PREVIOUS ADDITION �, ORIGINAL. HOUSE EXISTING ORIGINAL HOUSE , ADDITION SCALE 1/49=1'-09 EXISTING REAR ELEVATIONEXISTING SOUTH ELEVATIONSCALE. 1l4".ir 1 2 Exterior 2a EX15TING WOOD 51DING 2b EX15TING 51NGLE 5TOR1' ADDITION 2c EX15TING WOOD WINDOU5 2d EX15TING BALCONi DUI IRON RAILING Steichen Lewis 2301 North Flower Street santa Ana GalitornIa 92706 Tet 714-543-4440 Fax 714-543-4440 lost elehea9earth Ilnk.eet Designs Project t-,L' .. Addition ,. Victoria r Calif Santa Ana 92706 Sheet Title Existing Exterior Stamp E taF Project No. Schauwecker Plot Date 8-8-05 B.D. Submittal 5-20-05 Sid issue Const. issue Revision tL Revision G� Revision Revision L Sheet ..11111q�ir .. L UJILLIULLL ILI-iLiLj [LJ -i-L-LUI I --- L-�- Ili ILIUU -Iii ILILLU- LLLLLt1-iLLL1 LLL11M LuiLiL I T 4" Li . ..... .... LUIL111 UL111 i I T -LLL-L -ILMUIMUli LLIM-11U i IL-H-LLULLLLLIL ILLILiUIJL LlILL-Li 1LLLLtLL11i1JL L, J ILLILL Lilil -11ILLL -LIL-LL - -E] NEW RIDGE2(o'-0` -uh] Ell fLLL JdLiLu I L[ H NEW T1= 2d 2b 7zZ NEW �� r EX Tif --E EX F1-- PROPSED 2ND STORY MGINAL HOUSE ADDITION EXISTING FRONT ELEVATION (to remain) PROPOSED NORTH ELEVATION SCALS 1/4*-1'-0' IiLILH I LLI 11 LIJLL, LLLLiL LL-1111LILI-111-IL uLLu— ILIL11 li-iiL J -" ---- I-L- f T, 1� iLL1 -itl ILL111 L L -Jtjj( . I I T 4J— LILLUL11 il-ull-1 11111-�-E u ILU U 11 EX TF — NEW RIDGE 26'-0" ILLUL-1 1TliL LUALLLL1iU NEW 111111 11 11 TF - ----------- NEW Fr - EX TF EXFF LA L LAI-- FFTI L JL --JLI ORIGINAL WOU5E PROP06ED SECOND FLOOR ADDITION OVER EXISTING FIRST FLOOR ADDITION ORJGINAL HOU5E > PROPOSED SECOND FLOOR ADDITION OVER EX15TING FIRST FLOOR ADDITION ORIGINAL WOUIef PROPOSED REAR ELEVATION PROPOSED SOUTH ELEVATION SCALE- 1/49-1-ow 2 Exterior Fal NEU) WOOD SIDING TO MATCH EX15TING (D INDICATES TEMPERED GLA55 A ALL TRIPERIED GLA56 TO BE APPROVED FOR 14A7ARDOU5 CMITION5 F2b] NEW WOOD WINDOWS TO MATCH EXISTING AND BE IN COMPL14NCE WITH CBC SECTIONS 2403,2404 4 2406 2r-] GABLE WINDOW TO MATCH FRONT GABLE WINDOW NOTE, PROVIDE 2 LAYERS OF TYPE I'D" FELT PAPER F2(d] INTEGRAL GUTTER SYSTEM TO MATC44 EXISTING HOUSE OVER PLYWOOD 56WEAR WALLS. WMM 411 1 F2 (�s NEW ROOF TO MATC44 EXISTING Exterior levation Keynotes Santa Ana 0alilOrata To[ 714-543-4440 Fax 714-548-4440 Isatelabosesef tkIlok.tot Designs Project 1920 N Victoria DF Santa Ana California 927,06 Shoot Title PARA' IRICAL it of pI times al Ions on f Santa A Proposed,,;, 1 oA! Exterior, ,,ted By Elevations iss we d Stamp 9 Project no. Schauwectcer Plot Date 8-8-05 S.D. Submittal 6-20-06 Bid Issue Const. Issue Revision S.D. 8-8-05 Revision Revision /L Revision Z� Shoot A 2,, 1 REVISIONS BY FOUN0a4TION NOTES 1. FOOTINGS SHALL BE 12" WIDE X 24" DEEP WI 2 •5 BARS a TOP d BOTTOM - UNO 2 5 2, USE 51PMSON SET ADHESIVE 5/6" 014. IN EXISTING FOOTINGS SD -2 I.C.B.O. NO. ER-5219 3. ALL ANCHOR BOLTS AND HOLDOWNI HARDWARE SHALL BE IN PLACE AND VERIFY EX 4X12 HOR - _ � 6p-2 FOUNDATION INSPECTION. SECURED PRIOR TO Lt Ll L___ .�'� HATCH INDICATES AREA OF 4, FOUNDATION DIMEN51ON5 TO BE VERIFIED E!r NEW 2xb FULL HEIGHT STUDS Ib" O.G. PLACE NEW 2X6 NEXT TO EXISTING 2X4 STUDS WITH ARCHITECT'S FLOOR PLANS BY ARCHITECT AND BY CONTRACTOR PRIOR TO CONSTRUCTION. SD-2 SD-2 r1 (2) 2XIC 5. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING ---r--�---- _ ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN DEPARTMENT FOUNDATION INSPECTION, THE 501L5 �r -- L------ _ , 2 Q, `� �{r___� , { -� I WRITING THAT: A) THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. cv L J 5 II ; B) THE UTILIrY TRENCHES HAVE BEEN PROPERLY X �~� `"� " 2 i BACKFILLED AND COMPACTED, AND THE 5D-2 I `' c �� FOUNDATION EXCAVATIONS, THE 50IL5 CHARACTERI5TIC5 AND BEARING CAPACITY �6� i � � 5 CONFORM TO THE SOILS REPORT. SEE FRAMING PLAN FOR HOLDOWN LOCATION AND SIZE. J L------ ----- -I. SEE FRAMING PLAN FOR SHEARWALL LOCATION. JL_-------------------J J ST32 J EXISTING 4XI6 BEAM i ! 0. SEE SHEARUALB L SGI IEDULE FCJR ANCHOR OLT 51XE AND SPACING. 11 ADD NEW 2Xib i i i L 9. PROVIDE 2"X2"X31V THK, PLATE WASHER a EACH ANCHOR BOLT. I 2 13 " 10. PROVIDE 2 "5 TOP AND BOTTOM IN CONTINUOUS FOOTINGS. SD-2 50-2 I SD_2 i i _ i i " i i I1. PROVIDE 5/8" PIA. A5'5 -9 46" O.C. MAX. W/ 2"X2"X3/Ib" IL THK. PLATE WASHER. I L ��i r — SD-2 16 ,4NC14OfR 5OLT ICI4EDGlLE LJ SD-2 z _r IL J L ABIb: 5/6" DIA. X 10" ANCHOR 50LT5 AT 1 b" O.0 J L, r-------.1 A532: 5/6" DIA. X 10" ANCHOR 5OLT5 AT 32" 0.0 AB48: 5t8" DIA. X 10" ANCHOR BOLTS AT 48" Q.G ! ; _n r-------� i—, r ! r_--___._-._----------_ --_—_. _J L------ JL� r_—J L---------,--------, r---'--------.J L -- -- _ eco d Floor Framing Plan {SCALE, 1l4'-1'-Q' ANC QfR 5OLT 5GHEDULE SEE 5HEARWALL SCHEDULE "ANCHOR BOLT 51ZE AND SPACING AT 514EARWALL5 NOTES: 2 9 ALL NEW EXTERIOR WALLS ARE TO BE SECURED SD-2 WITH 5/6" DIA. X 10" LONG ANCHOR BOLTS EMBEDED AT LEAST 1" INTO CONCRETE WITH A MAXIMUM SPACING OF 12" O.C. lO IO THERE SHALL BE A MINIMUM OF TWO BOLTS PER BD -2 r___j Li LJ L--- �_�--------------- PIECE OF FOUNDATION PLATE WITH ONE BOLT '""---'--------------------1 i LOCATED WITHIN 12" AT EACH END OF PIECE. I i 2 PLATE WA5HER5 CMINIUM 51,ZE OF 2" X 2" X 3/16") SHALL BE USED ON EACH ANCHOR BOLT. I (! HOLDOWN ANCHOR 5OLT EMEPMENT I I I i i t I 55T520 = 20" EMBEDMENT 5D-2 55T525 = 24" EMBEDMENT 11 I ! 1/8" DIA TREAtPfP RODS { 14. PER HW TEMPL,,TE 1\ I 2 I 10 I U ( iQOs I t SD-2 SD-2 I , II SD-2 Lr H ,i IING; LEGS It ) --------- —1 L J L — � I ---{ INDICATES SPAN AND DIRECTION OF I ' - EXISTING '_" ' X 3'-O" CRAWL i i ROOFJOISTS • AND RAFtERS 3 L 12X6 16 O.C. TYR UND ) L - - - { SPACE ACC SS I I 1 INDICATES SPAN AND DIRECTION OF FLOOR JOISTS I NOTE: USE 2 X 5 CEILING J015T im Iro" O.C. L J L -1 L — J J � ---- Ii (MAXIMUM 51=AN OF 20'-0") — — — — — — I I L JI VAI j..& 5l.rt EDULE: ROOF AND FLOOR 51-IEATHING: GREEN SINKERS I I ) I IF PRAMING (T,48LE 2BSC2): GREEN SINKERS ---- --- - L_--- HANGERS. GREEN SINKERS F_ , — — `.— � r--_ — - :: _. — _ — _._. — —.. :.... — — — — — � I' 5NEAR WALLS: COMMON NAILS, U.N.O. — — — II I ' II Ii II l�-----'-'---------�{ I I 'I I' 5HE,4THINCa 624EDULE: r--i r--I HORIZONTAL: ALL ROOF AND FLOOR SHEATHING TO BE EXPOSURE I OR L J L— J l li it L J L—J OR EXTERIOR (TABLES 25-J-I AND 25-5-1 UBc). I ;I ROOF: JOIST SPACING EQUAL OR LE55ER THAN 24" O.C: 1/2" APA Jj ILJ) ( RATED 54TG, P11 24/0 WITH 6d'S AT 6" ©.0 AT EDGES AND I I I I II BOUNDARIES, 12" O.0 FIELD. I I I r--I I I { I I FLOOR: J015T SPACING EQUAL OR LESSER THAN 24' O.C: 3/4" A.P.A I r — -1 r —1 r - -i r —"1 I ( L J I I r — -1 r -- -t I! RATED T4G SHTG, PII 24/46 WITH Ode AT 6" O.0 AT EDGES AND I I I ( I I I I I f 1 I( I I I I I i BOUNDRIES 10" O.0 FIELD. 1 LJ L J L—J L_J ( I I I L—J I PANEL EDGES SHALL HAVE APPROVED TdG JOINTS OR SHALL BE I ) r — -- — — r =I, I I I SUPPORTED WITH BLOCKING. NOT REQUIRED WHEN LIGHTWEIGHT S N CONCRETE 15 PLACE OVER 5U5FLOOR. .I I I ---_ ---- _------�..----....__--_._._ � _ _. � iL —_I� Lim—J, �I�— --_ _ __ _ ------ — -� _..__.., . ---- — _— r _ ---- — r-- __-- i r 7 r —I r— --- ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. I Ime i I A Foundation Plan 1 Structural Legend & Dotes NOTE, 1. NOTCH AND BORE NOT TO OCCUR ON SAME STUD WITHIN 4'-0" OF EACH OTHER, 2. NOTCH MAX, 1/3D WITHIN D OF 5UFFORT ON TOO SURFACE ONLY. 3, NOTCH MAX, I/&D WITHIN OUTER 113 OF 5F,4N 4, NO NOTCHES OR BORINGS WITHIN MIDDLE 1/3 OF SPAN NO NOTCH WITHIN 1/3 OF SPAN ON TOP 4 E50TI-OM 5UIRF,4CE, 4/10 D MAX. 5TUD WIDTH NOTCH v 1/4 I:> MAX. 5TUD D WIDTH NOTC 5/8" MIN, EDGE 1D16T,4NC:F, T-i P- ALL 6TUr-)5- &/10 D MAX, 5TUD WIDTH BORE 4/10 D MAX. STUD WIDTH 50RE' NOTCH OR BORE FRACTION OF 5TUD 4x4 2X� 2x8 1/4 D 4/10 D 1-3/5" 2 - 1/5" 3" 6/10 D 21, 1 1 4 -1/4 OUTER 1/3 MIDDLE 1/3 OUTER 1/3 OF SPAN OF SPAN 1/3 J015T DEPTH MAX 0 0 BORE DI/A. MIN, NOTCH OR BORE FRACTION OF J5T 2x& 2X8 2XI0 2x12 2x14 Ilro D 1-1/0" 1-1/2" 1-7/8" 2 -1/0 1/3 D 2-3/0" 3" 3-3/4" .4-3/0" Roof Framing Plan SCALE 1/4"=l'-O" 4TER.4L &I 4E4F, 5C 1 \ ( 3/a" CDX f-L-T-WOCID W/ ad NAIL &-&-12 s Ird NAIL 'a 6" O/C 5ILL PLATE NAILING I / ' 2 \ 1 3/5" CC)>< PLYWOOD W1 ad NAIL 3-5-12 4 41)ID e,/a TREADED ROD IN FOOTING WITH eIMFSON EPDXY PER C>FT411- S. 51.4EET 5r)-2 I i 3\ 1 12" H44RID1- WALL, W 5ERIES, HF -18 ><12 -1/0 , ALL IN5TALL,4TION& 4NID IDET,41L5 PER H4fR1)'r' RECOMMENDATIONS FOUNDATIONI NOTES 1, FOOTINr--;& SHALL BE 12" WIDE X 24" DEEP W/ 2 15 BARS '0 TOP 4 BOTTOM - UNO 2, U5E 6IFM5ON 5ET ADHESIVE 5/8" DIA IN EXISTING FOOTINGS NO. ER-52113 3. ALL ANCHOR BOLTS AND POLDOWN HARDWARE 5HALL BE IN PLACE AND 5ECURED PRIOR TO FOUNDATION IN5FECTION. 4, FOUNDATION DIMEN51ON5 TO BE VERIFIED WITH ARCHITECT'S FLOOR PLAN5 BY ARCHITECT AND BY CONTRACTOR PRIOR TO CON5TRUCTION, 5- PRIOR TO THE CONTRACTOR REOUE5TINGA BUILDING DEPARTMENT FOUNDATION IN51PECTION, THE 50IL5 ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT, A) THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE 60IL5 REPORT, 5) THE UTILITY TRENCHE5 HAVE BEEN PROPERLY BACKPILLED AND COMPACTED, AND THE FOUNDATION EXCAVATIONS, THE 50ILS CHARACTER16TIC54ND BEARING CAPACITY CONFORM TO THE 5OIL5 REPORT, 5EE FRAMING PLAN FOR HOLDOWN LOCATION AND 61ZE, 1, 5EE FRAMING PLAN FOR 5HE,4RWALL LOCATION. a- 5EE 5I4EARWALL 5CHEE)ULE FOR ANCHOR BOLT 51ZE AND 5F-AC,1Nr1, 13, PROVIDE 2"X2"X315" THK. PLATE W,45HER -@ EACH ANCHOR BOLT, 10. PROVIDE 2 #5 TOP AND BOTTOM IN CONTINUOU5 FOOTING5- 11, PROVIDE DIA-45'5 @ 48" O.C. MAX, W1 2`X2"X311(o` TH< PLATE W45HER, ANC10R f5OLT 5C14EIDULE ,4516; 5/0" DIA, X 10" ANCHOR BOLTS AT 16" O.0 A532; 5/,5" DIA X 10" ANCHOR 5OLT5 AT 32" O.0 '41540, 5/0" D IA X 10" ANCHOR BOLTS AT 48" O.0 ANCHOR E30LT 5CHEDULE SEE 5HE,4RW,4LL 5CHEDULE FOR ANCHOR BOLT 51ZE AND SPACING AT 5HE4RWALL5 NOTE5. ALL NEW EXTERIOR WALL5ARE TO BE 5ECURED WITH 5/8" DIA X 10" LONG ANCHOR 5OLT5 EI-15EIDED AT LE45T T' INTO CONCRETE WITH MAXIMUM 5PACING OF 72" O.C. THERE 5HALL BE A MINIMUM OF TWO BOLT5 PER PIECE OF FOUNDATION PLATE WITH ONE BOLT LOCATED WITHIN 12" AT EACH END OF PIECE, PLATE W,45HER5 (MINIUM 51ZE OF 2" X 2" X 3/110") 5HALL BE U5ED ON EACH ANCHOR BOLT. HOLDOWN 4NGHQfR E30LT EMEPMENT 5&T620 = 20" EMBEDMENT 55TI528 = 24" EMBEDMENT F F-,, 4 � 1 NNG LEGENE) INDICATES 5PAN AND DIRECTION OF ROOF J015T5,4NID RAFTER5 (2X6 $ 16" O.C. TYP. UXO.) INIDIG,4TE5 SPAN AND DIRECTION OF FLOOR J015T5 NOTE; USE 2 X 0 CEILING JOLT 'a I�" O.C. (r-14><It-1UM eF>,4N OF 20'-0") NAILe eC+4=-DULE ROOF AND FLOOR 514EATHiNG;- GREEN 5IN<ER5 FRAMING (TABLE 25Q1,, GREEN 51N<ER5 HANGERS: GREEN 51N<ER5 SHEAR WALL&-. COMMON N,41L5, U.N.O. SHE,4THING5 5CHEDULE: HORIZONTAL- ALL ROOF AND FLOOR 5PEATHING TO BE EXP05URE I OR OR EXTERIOR (TABLE5 25-J-1 AND 25-5-1 UBC), ROOF- J015T 5FACING EQUAL OR LE55ER THAN 24" 0,C,, 1/2" A.RA RATED 51-!TG, F11 24/0 WITI-4,56's AT /o" O.0 AT EDGE5 AND BOUND,41RIE51 12" O.0 FIELD, FLOOR; J015T 5F4C ING EQUAL OR LE56ER THAN 24' O.C: 3/4" A.F,4 RATED T4G 5HTG. F11 24/45 WITH 10d's AT 6" O.0 AT EDGE5 AND SOUNDRIES 10" O.0 FIELD. PANEL EDGE5 5HALL HAVE APPROVE[) T$G JOINT5 OR 5HALL BE 5UPPORTED WITH BLOCKING. NOT REQUIRED WHEN LIGHTWEIGHT CONCRETE 15 PLACE OVER 5U5FLOOR- ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD 5HALL BE PERPENDICULAR TO 5UPPORT5, A" REVISIONS BY 2L 4-) a Faa-4 r-u r7U Q0 C) C\2 It (z C) (z 0 K (Z (t 4-) (Z C/) 0 914 '%P f)F Q Dorm nesh STRUCTURAL CONSULTANT 137 S Prospect Ave Tustin, CA 92780 Tel: 714-730-9399 Fax: 714-730-9281 DATE 8-8-05 SCALE JOB NO. SHEET S-2 I | urveIumo BY r../c .^`'"o FLOOR JOIST /RAFTERS ---/ EXTERIOR 8RG. SUPPORT PLYWOOD TYP. ------- TVP ROOF AND FLOOR D| A PUR AM TV� PLYWOOD SHEAR U� � �� PANEL | | �~ �~ | l V�\ /( /! / ����[- /�,�T (2) 2x RAFTERS OPEN EDGE NAILING (TYP) PROVIDE SOLID BLOCKING & EDGE NAILING WHEN WALL H|GHT B OVER 8'-0^ & PLYWOOD IS SPLICED |NTERM NAILING PLYWOOD PANEL EDGE NAILING ' ���U������������ ����� ���� o�nxn�mu�u��u�o ��o�-�~ FOR ��^�«���xu�u_ PLATE �_ WASHERS 2'-O^ x2'-O^ CONNECTION NAILS BOX OR COMMON BOLT_�7E BOLT SIZE MAX OPENING � BRIDGING TO JOIST - TOE NAIL (2) 8d EA. END 5/8" 1/4''x2-1/2''x2-1/2" i JOIST TO SILL DR GIRDER - TOE NAIL (3) 8d 3/4^ 5/16^x2-3/4^x2-3/4~ DOUBLE STUDS - FACE NAIL 15d KD 24" O.C. 7/8^ 5/15"xJ''x3^ DOUBLE TOP PLATES - FACE NAIL 16d @j 16^ O.C. ! i~ 3/0^x3-1/2~x3-1/2^ STUD TO PLATE - END NAIL (2) 16d ! EPDXY STUD TO PLATE - TOE NAIL /3) 16d OR (4) 8d 1 FOLLOW MANUFACTURER RECOMENDA�0N3 . . 4'—O x4'—O CONT.HEADER TO STUD - TOE NAIL (4` 8d i ) 2 CONTINUOUS INSPECTION REQUIRED MAX OPENING |` | / 1Od � USE ONE 0F THE FOLLOWING TOP PLATE INTERSECTIONS/2\ ` ' A-5{MP50v ET-22 LA RR #25185 TOP PLATE SPLICES (10) 16d EA. STUD | B-CIA-DEL COVERT OPERATIONS EPDXY LA RR #25113 C[|UNC JOIST TO PLATE -TOE NAIL (2) 15d | NOTES CEILING JOIST LAP OVER PARTITION (3) 1Sd ` ' / } BOLT HOLE SIZE TO BE BOLT D|A, +1/16^ MAX� " CEILING JOIST PARALLELALl RAFTER [3) 16d | ` ' 2 ALL EXISTING FRAMING TO BE FE|LD VAR|RED 3 D|A. MAX. HOLE � /4\ 1Od 3 ALL THE WORK PER THESE DRAWINGS COMPLY WITH THE 1997 UBC THRU PLYWOOD RAFTERS WHERE LAPPED OVER BEARING SHEAT|NC CONT. 1" D|A5 BRACING (2` �d � ` ' FOUNDATIONS TWD CUT-|N 5TUD BRAC|NG (2) 16d � | CORNER STUD AT ANGLES 16d @ JU^ O.C_ ( 1 A. ALLOWABLE BEARING PRESSURE. UBC 1000 PSF B. LATERAL ACTIVE PRESSURE |) CONSTRAINED CONDITION --'-------- - -4--------- -- - ----- - —' - --�-' -- - - ------ - - - ------- � U) NON -CONSTRAINED CONDITION | � | | | N /� �� ' C. LATERAL PASSIVE PRESSURE 300 p`f 1 � | /' | ' �-! | \J �� | | | | \J \ � SCHEDULE NAILING ' ` ' `' �-' ' ` `^ � �' � D �|C�� O� 2 FOOTINGS SHALL BE POURED AGAINST FIRM UNDISTURBED NATURAL SOIL OR ENGINEERED. ___'____-___-_-_�-_____---_-_ _-_ '__ _-__-_ ___-_-_- ---------- -'--------------- -�-- ------�-, COMPACTED FILL. AS REQUIRED BY SOILS ENGINEER. 3 FILL AT RAMP WALLS AND RETAINING WALLS SHALL BE OF CLEAN NON -EXPANSIVE MATERIAL FREE OF ORGANICS AND PLACED UNDER CONTROLLED COMPACT [ON UNLESS OTHERWISE NOTED. 2x4STUDS 16 O.C. | 4 ROOF AND AREA RUNOFF, AND AREA DRAINAGE SHALL BE DIRECTED AWAY FROM BUILDINGS umu � 5 PROVIDE ADEQUATE DRAINAGE BEHIND ALL RETAINING WALLS AWAY FROM BUILDINGS AND OTHER � STRUCTURES � ����������K�~��� ����n���x��~ o �_ /�o «» /� » � 1 ALL COwCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 2500 P� AT 28 DAYS UNLESS NOTED OTHERWISE. 2 THE MAXIMUM PERMISSIBLE WATER CEMENT RATIOS FOR CONCRETE (WHEN STRENGTH DATA FROM TRAIL BATCHES OR FE(LD EXPERIENCE FROM 30 OR MORE TEST RECORDS WADE DURING THE PAST YEAR ORE NOT AVAILABLE ) SHALL BE THOSE VALUES SPECIFIED IN TABLE 26-A OF THE UNFORM ' BUILDING CODE. CONCRETE MIX DESIGNS AND TEST RESULTS FOR CONCRETES AND STRENGTHS IN � EXCESS OF 4000 P3|, PRESTRESSED CONCRETE WITH ADDM(XTUR[S OF ENTRAINING AIR SHALL BE INTERIOR BRIDGE 3UPP RT SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO PLACING ANY CONCRETE. 3 UNLESS NOTED OTHERV03E, CONCRETE SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 4 INCHES OR LESS IF CONSOLIDATION IS TO BE FOR IN -PLACE CONCRETE AND SHALL EDGE NAILING (TYP) BE DETERMINED BY THE "TEST FOR SLUMP OF P0RTLANO CONCRETE" (ASTW C-143). ONE INCH TOLERANCE IS ACCEPTABLE. NOTE_SEE PLANS FOR LOCATIONS OF PLYWOOD SHEATHING | | 4 CEMENT SHALL BE TESTED AND CONFORM TO ASTW C-150 5 AGGREGATE SHALL CONFORM TO ASTW C-33 MAXIMUM SIZE SHALL BE 1^ UNLESS NOTED OTHER WISE. USE 3/4^ MAX. AGGREGATE FOR SLABS ON GRADE. } ` 6 CONCRETE FROM TOLEANC[S SHALL BE WITHIN THE STANDARDS SET BY THE AWER|CAN CONCRETE | INSTITUTION. ! 7 ALL REINFORCING STEEL ANCHOR 8OLT5, DOWELS AND OTHER INSERTS SHALL BE SECURED IN \ | | | 7-\/�l STUD | � �~ �l | ( ) | / VV/-\| �_ WALL . . �~ . `. �� . . ^_ / / POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO THE P0VR|w� OF ANY CONCRETE 8 PIPES OR DUCTS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY | | DETAILED. REFER TO ARCHITECTURAL, MECHANICAL, PLUMO|NC, AND ELECTRICAL DRAWINGS FOR LOCATIONS 9 REFER TO MECHANICAL AND ELECTRICAL DRAWING FOR LOCATION OF ALL SL[EVE3, H0LES, PIPES AND CONDUIT IN CONCRETE WALLS TO WALL REINFORCING. ' |D REFER TO ARCHITECTURAL DRAWING FOR LOCATIONS OF ALL MOULDS, GR0YES, ORNAMENTS, CLIPS, | � TEXTURES, REVEALS, MITER CORNER3, RN|SHS, ETC. TO BE CAST IN CONCRETE. )NTERM NAILING (TYP) | BOUNDRYNA0NG / / STUDS MAXIMUM UNSUPPORTED HEIGHT BEARING WALL NON —BEARING WALL * = MAXIMUM DISTANCE BETWEEN FLOOR AND ROOF 11 LOCATIONS OFALL CONSTRUCTION JOINTS NOT SPECIFICALLY INDICATED ON THE DRAWING SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING REINFORCING STEEL, 12 CONCRETE FLOOR SLAB SHALL NOT VARYM0RE THAN 14"|NTENBB |J NO ADMIXTURES (E.G CALCU|M CHLORIDE) WAY BE ADDED TO ANY CONCRETE WITH OUT THE PRIOR APPROVAL OF THE ENGINEER. 14 ALL CONCRETE SHALL CONFORM TO THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR | BUILDINGS ^ AC| 301. LATEST REVISION. 1. SEE GENERAL NOTE SHEET AND SPECS FOR OTHER REQUIREMENTS /\ INDICATES SHEAR WALL TYPE AND LOCATION, REFER TO SHEAR WALL SCHEDULE FOR CONSTRUCTION REQUIRMENTS AND NAILING. | 2. ALL INTERIOR SHEAR WALLS MUST BE CONNECTED TO ROOF SHEATHING. � 3E[ THIS SHT FOR TYP, FRAMING DETAILS, 3. ALL BEAM TO BE SUPPORTED WITH SAME WIDTH FULL BEARING.. U.N.O. 4 PROVIDE 2x RAFTERS @ 24^ O.C' WITH MAX. SPAN OF 9'-0^ AT CALIFORNIA \ ! FRAMING,UmS 'WOOD STUD TU �\ SCHEDULE ��U �� U | �� � 1 �\ VV\ /\ )| / `1 | ( ) | / .l\ .[-i �- | /| ) | �- �� / 5, EXTEND ROOF SHEATHING UNDER CALIFORNIA FRAMING . ~' � ---------- ----- '-------- --- ' - - '_' ' ----- - ----- --- -'----------------�-------- -'-� OALL JOIST HANGERS SHALL BE S|MPSON ^U^ HANGERS OR APPROVED EQUAL. U.N,0. 7. ALL BEAB TO BEAM HANGERS TO BE SIWPS0N ^HHUTF~ U.N.O. � 8. ALL METAL ANCHORS AND FASTNERS AND 'CONNECTORS ETC. SPECIFIED ON PLANS CEILING JOIST CEILING JOIST � SHALL BE FROM MPSON CO OR AN APPROVED EQUAL IN STRUCTURAL DESIGN i LOADS VALUES. i . ! | 2x BLKG / B, ALL DOUBLE JOIST ARE TO BE SECURED WITH 18d NAILS @ 12^ O,C, ST4GGARED. U.N.O. ]\ | 10� TOP PLATES OF ALL STUD WALLS SHALL BE 2 PBCES THE SAME SIZE AS STUDS. SPLICES' ^ ^ TO LAP 4'-0" MIN. � 2-DBL. 2 ---- - ./' 11ALL MULTIPLE STUDS TO BE ATTACHED W/ 16d NAILS @24: O�C� PLATES -/ � ' | 12 PLACE PLYWOOD SHEATHING PERPENDICULAR TO JOIST AND ''C" FACE DOWN ! 2x RIBBON W/ / 2x STUD | / - (2\ 16d LA. STUD—' lG^ O�C�---'/ | 13, STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES ETC, UNLESS SPECIFICALLY � ~-��- DETAILED. 14 ROOF B0UNDRY NAILING SHALL BE USED AT ALL DRAG STRUT CEIING JOIST SCHEDULE 15. USE DOUBLE ROOF RAFTER OR CEILING JOIST AT MECHANICAL EQUIPMENT. NOTE: CEILING JOIST ARE DESIGNED FOR ALL DRYWALL OR PLASTER DL=10 PSF LL 10 PSF) S; SPACIN JOIST SPAN (MAX) REMARKS ! 1) ROOF RAFTERS SHALL BE BLOCKED 10'-0" O.C, | 2) NAILING OF N00D MEMBERS SHALL COMPLY TO TABLE 25(] W|N' OF U8C EXCEPT AS THIS SCHEDULE APPLIES | DETAILED OTHERWISE. � TO ALL ROOMS U N,O. ' ON PLANS, SEE ARCH. J) EVERY WOOD STUD BEARING WALL' EXTERIOR WALL AND INTERIOR PARTITION SHALL RE | D�QS FOR CEILING � |N� H�T ! BRACED AT EVERY 25 FEET OF ITS LENGTH EXCEPT 3 NOTED OTHERWISE ON PLANS. / ! LET -IN BRACES W/ (3) Od TO STUDS AND PLATES. | i | 12'' O.C.� 22'_0^ | FINISH AND SPECIFIC | � ! ' | � � mm | | /) | -T-\/Fl CEILING -`E|| |K]G JOIST p-\ ! GENERAL -`[-k |E[-)/\| NO A� �v �\ r� tg� �\ ~� �*~ �� ~w ��. ��� 37' 7L EXISTING S44E,4T�41NG 2X 57UD5 ,,) I&" O.C., 7TF, 2X FL14TE W1 1-led FER J015T E3,N, 3-Trod 70E NAIL 2x FILLER, USE 12"Ox414" HFS SCREWS OR EQUAL NEW SL4E4TP,[Nr--:; AND I&d ,� 0" O.C, TO IRIM JOIST OR TRU-55, TTF. UN,C), ROOF 6i4TG7---\ 2 X R4FTEP, E3,N,, TTf=. DETAIL 26—A EN., TTf=. CONNECTORS BY OTHERS FLTWOOD 5HT(�z., TTF. [7� 4x FILLER BY OTHERS I"Eix, FLOOR FRAMING; ----FLOOfR J015T, Tf'F" 2XIO I"11N, SLEEPER W1 3-Irod FEP, 15L<� 41 2-trod L NEW 2X FLOOF, J015T5 f=r-P, iR4FTEfR ADJACENT FRAMING PER PLAN I&d TOP s BOTTOM RECOMMENDED, USE 3" HITS SCREWS OR EQUAL. BUT NOT 12" O,C. STAGGERED T'$5 VERIFY EXISTING 4X]�� BEAM &IMF`&ON 435 2X CONT, RIM REQUIRED Al�)C) NEW 2XIro JOIST W1 3 2X BL<S. PER JOIST DETAIL 26-8 F 37 CONNECTORS BY OTHERS 4x FILLERS S�HEAR TRANSFER BY OTHERS 12x3" HFS OR EQUAL 0 k f I I C j 0 &IMF15ON 435 'a 2X 5L<G� 48" O"C" I n ADJACENT 2x FILLER, USE 12"Ox414" FRAMING _2x &TUED5 1(v" 0,0,, TYF, ROOF 51-4TG—, 24" 0,C,, TYfz, 5N. DETAIL 26 _C HFS SCREWS OR EQUAL DETAIL 26—D RECOMMENDED, EX 2X TOP 1=1_4TE& BUT NOT REQUIRED 2X PLATE W1 I-IC?d PER JOIST ENGINEER OF RECORD IS —&IMF&ON ST32 TYF. UN,O. AND 166 �@ 0" O.C. TO fRII`1 FOR 4 DESIGN PERMITTED TO MODIFY THIS TRANSFER FROM TOP PLATES TO FILLER DETAIL TO ACCOMODATE A IT JOIST OR TRUSS, TYf::'- UX0, 1. SHEAR SPECIFIC CONDITION iJ 2, ADDITIONAL DRIFT DUE TO THE ADDITIONAL HEIGHT 3. STUDS @ EACH END OF FRAME FOR OUT OF PLANE LOAD EQUAL EQUAL 5N,, T"rF. 4. IF SPLICE OCCURS IN TOP PLATES, FASTENING MUST EN. EN. DEVELOP TENSILE STRENGTH IN LUMBER EX, TYF� FLOOR JOIST, 9RAMING CALIF, F 2X RAFTER-2X CRIPPLE e lam" O.C. (2X .. . . . .. TTF, fR4PTEfR) ELS W/ FILLERS AT TOP BRACE FRAMES PANE 15 BEAM FLOOR J015T, Ij —&14EAfR WALL SEE PLAN 2X FLAT UJ/ FLYWOOD 5HTG;., T'I'F, FER RAFTEf;Z- 2X BLOCKING 411" O.G. 2X NAILER SIMPSON PC44 2X CEILING JOIST PARALLEL TO WALL, SEE FLAN -- ENGINEER OF RECORD is PERMITTED TO MODIFY THIS DBL TOP PLATE 435 2X CONT, R11"I DETAIL TO ACCOMODATE A SPECIFIC CONDITION EX 2X STUD 4X4 POST 0 C" J015T LU/ 3-1&d PER J015T 2X CEILING J015 EX, TY P. 2x FILLER TYF. UN,O. 2X STUDS a 16" O_C. ABOVE PANEL 12x4l4HFS SCREW SIMPSON 435 s 12"x414" HFS SCREWS OR EQUAL PER SCHEDULE (OR EQUAL) THROUGH 2X J015T 24" TYF, BOTTOM OF PANEL - ------- - PER SCHEDULE o`er 1 SHEAR TRANSFER CALIF. FRAMING HARDY FRAME AN BEARING PLATE W/6 EA 1/4"Ox3 PLATE -BOTTOM HFS SCREWS (OR / EQUAL) AT EA END EXISTING 2X4 3-ad TO 2X 81 KG, 2X RAFTER, SEE FLA PLYWOOD T.R. PER PLAN ka 5,N. 4x OR 6x RIM, MST 20, EXTENDED 12" B.N. PAST END OF PANEL kr;� d UXO, (RECOMMENDED) TREATED SILL PLATE 2-1&d TO BLKG� 2X TIE OIR 4 3/0 X 5 EXPANSION <WIG< BOLT FLOOF, JOIST, TYf--,�, CEILING J015 T_ V EXISTING FOUNDATION EN,, TYF`_ SIMPSON 435 EN., TYF`. S11-IFSON 435 7/8" THREADED ROD W1 I& O'C' CONT. DOUBLE TOP PLATE SIMPSON EPDXY JCBO #ER5279 i Z 2X BLOCKING 12"0,,3" HFS SCREWS (OR EQUAL) PER SCHEDULE (SPECIAL INSPECTION READ) '3" 12, 13 OR 24 3" X -1, SEE BEAM, FL -4N _HLI HOLE EX FOOTING 2X STUDS I&" 0,C_ HARDY FRAME PANEL 0 J, 2X STUDS e 1�74' T'T'f=, HARDY FRAME BEARING PLATE: 3/4".3r.18"' 24", OR 30" 18" FOR 12" HARDY FRAME PANEL HARDY FRAME SECTION AT HARDY FRAME PANEL ON RAISED FOUNDATION �4 HOLDDOWN DETAIL �10 TOP PLATE CONNECTION WITH BEARING PLATE 0 WOOD FRAME FLOOR 1 3"@ 12" PANEL -- -\ 314" @ 18" PANEL —SHEAR WALL, SEE PLAN SECTION A OR 18"_ HEADER, SEE PLAN STRAPS ARE RECOMMENDED FOR CONTINUOUS HEADER CONDITION. S ECT 0 N, A —A WHEN APPLIED IN THE FIELD, ST6224 (OR EQUAL) 314" MAX BE ATTACHED WITH 10-#1 OxI6" SELF TAPPING SCREWS, STRAP TO ATTACH TO HEADER WITH (14) 16d, T_ 12 GA A FULL DEPTH HEADER TOP PLATES 9/32"0 HOLES FOR 1/4"0 EX FLOOR JOIST F`L'IWOOD &HT WOOD SCREWS (BOTH SIDES) A 4x FILLER 12"x3: HFS SCREWS 5IMFSON 5T22 /(OR EQUAL) PANEL rfh SIMP. MSTA 24 9 �C -I TO HEADER >1 (ONE FECET--___� 5/a TI-4REAE)FE) ROD 401, O.G. CORNER OF OPENHIC ADJACENT FRAMING WITH HFS SCREWS (OR EQUAL) RECOMMENDED HARDY FRAME PANEL 17"0 HOLES W1 2X2X311ro WASHER 5IMf='SC)N Ef='OX,"T' IC50 #EfRe,27:� BUT NOT REQUIRED HF8x12j7S 1 @ 18" MOM TOP SILL OR OPENING O(CJFS 1 @ 18" FROM BOTTOM I -IN _7" EI-15EC)MENT (SPECIAL INSPECTION ',;;�EQD) z EN 2x TREATED BOTTOM IP Ck 16"x3jA"(min) x12" OR 18" PLATE WASHER P 0 AT BOTTOM ONL`Y) 2 X BLOCKING, SEE S17CTION A 511"IFSON 435 2X RAFTED-- 12" OR 18" WEEP HOLES '-- EX FOOTING \v, SECTION A SHEARWALL SCHEDULE 2X RIDGE 5530A 46) 414�"O BOTH SIDES I < A 15/16"0 x 2' SLOT @ 7/8"0 HD TYP. OF (2), TOP & BOTT. 11C"x2" SLOTS @ 1113"0 HD 116" &CI4EZ',>ULE (UNO SEE FLAN) SIZE "AX_ OPENING SIZE MAX" OF-ENING ALML 6. ENGINEER OF RECORD TO DESIGN: 1. TRIMMER SIZE TO CARRY HEADER IF 2" 4X-4 4X& a 1_0�1 ADDITIONAL LOADS ARE NEEDED FI.AN AM AT TcV 4 50TTOM C44ANNEL 4Xro 4XIO 101-01, 2. PLYWOOD SHEAR IF CRIPPLE STUDS OCCUR ABOVE HEADER 12" & 18" PANEL "W" & "S" SERIES NOTE: USE OX i-4E,417)ER W�4fHfRE 2X& STUDS 3.25x12" OR 18" x12 GA C OCCURS, SEE F`L,4N5 HARDY FRAME 12" PANEL AT BEAM HARDY. FRAME EPDXY APPLICATION SHEARWALL RIDGE FRAMING A: REVISION'S BY a_a=05 E31) 4--) ee rT.-D A FmH C) P..4 CCU 0 ct Cn 0 0 �4 Fm 'I'ony FT FN F1 F1 U 137 S Prospect Ave Tustin, CA 92780 Tel: 714-730-9399 Fax: 714-730-9281 DATE 8-8-05 SCALE JOB NO. SHEET SD 2 t' P"OT of any