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Home My WebLink About10147261.pdfMK. QUANT. SIZE DESCRIPTION (3) 5'--0"x3,--O" SLIDING WINDOW N w I� W � N N Q o ry 0<, Z � Q z� Q Q DRA DANIEL CONTRERAS 2060 NEWPORT BLVD. # 15 COSTA MESA, CA 92627 949-548-4057 CHECK BY: DATE: 12/09/04 SCALE: 1 /4 $$ —1, _ 0„ I SHEET NO: 1 of 5 REVISIONS BY: U, 'IVLAN. d3 fNT C- F ll 11 S 10 Z UASTFR 1, D, - DISCR. Landscar,elli- DATE: TRANST t, DAIT ..... L AN IN "' 1 CONT?V�'i' -V7 -SITE PLAN SCALE 1/8"=V-0" I (E) U. 16— 1 ODxl —1 /2 2x10 RIDGE ID HRC1,81 2-10U-1/2 TOP VIEW WO 40 KING (N) 412— —U—HANGER HIP RIDGE CONNECTION lw 4x6 HDR. (E) C.J. w to 4 SEE HIP RIDGE CONNECTION DE7AIL "oo 4XI 2 H AM DO, 2x6 O.J.01 6" O.C. N-,,-4x4 KING POST 2y_6 RAFTERM6* OX, 4x4 KING POST s Av� S "0,0 P % DRAWNBY- DANIEL C 0 N T R E 2060 NEWPORT BLVD. # 15 COSTA MESA, CA 92627 949-548-4057 CHECK BY: DATE: 12/09/04 SCALE: 1/4 =1 — 0 to SHEET NO: 2 of 5 'J� CLASS "A" ASPHALT COMPOSITION SHINGLES REVISIONS BY: FRONT ELEVATION ATTIC AIR VENTS 16x8 EXISTING ROOF PITCH-\ 12 3L,--- ATTIC AIR VENTS 16x8 EXISTING HOUSE NEW WINDOWS TO STUCCO FINISH•• --------MATCH EXISTING 40 NEW ADDITION A TTl T A I n 00 10� -NEW ADDITION- i COMPOSITION SHINGLES TO MATHC EXISTING STUCCO FINISH TO MATCH EXISTING NEW ADDITION- EXISTING ROOF PITCH-\ 12 3 �,� RIGHT ELEVATION_ CLASS "A" ASPHALT COMPOSITION SHINGLES LEFT ELEVATION I 1 0 141vi I 0., &"V DRAWN BY: DANIEL CONTRERAS 2060 NEWPORT BLVD. # 15 COSTA MESA, CA 92627 949-548-4057 CHECK BY: DATE: 1210ql 04 SCALE: 1/4 =1 - 0 SHEET NO: 3 of 5 z 3: c 1/21' DRYWALL REVISIONS BY: 2x4 PREASSURE TREATED SILL PLATE W/ 5/8"X10" A.B.@3'—O"O.0 &12" FROM ENDS EMBEDED 7" W/2- SQ. x 3/16" WASHERS (TYP). NEW FOOTINGS FOUNDAT ON PLAN - SCALE 2x4 PRESS—TRT'D W/5/8x1OA.B. 04'-0" O.C. EMBEDED 7" IN CONC. & 12" OF A CORNER W/2" SQ.x3/16 WASHERS (TYP.) OPENING OF SPLICE MIN. 2—PER SILL SHORT PIECES (TYP.) 4" CONC. SLAB--, 2" SAND & POLY COMP. SOIL 2 #4 BARS CONTINOUS CONC. FOOTING---' DETAIL #1 BNFAFRI 2x4 STUD 016" O.C. STUCCO R-13 INSUL. WEEP SCREED co C'4 121# MIN. ST. 6224 032" O.C. 2x10 RIDGE :4 BN= 8d @6" O.C. z — 2x4 RAFTER 016" O.C. "SIMPSON LU HANGER TYP. 4x4 KING POST EXIST. CONC. SLAB C14 — "s DETAIL 2x6 C.J. 016" R-30 INSUL.------ 1/2- DRYWALLL------- 2x4 STUD 016" O.C. R-13 INSUL. �—GA`l W/4-10d 10-16d NAILS L f'FA CE4 14 16d NAILS *Oor EXISTING F DETAIL #3 NEW 4" CONC. SLAB —#4 REBAR DOWELS 24- LONG cU 0 12"� SPECIAL INSPECTION REQUIRED FOR EPDXY INSTALLATION. MIN. TO MATCH EXIST. HOUSE PITCH 12 2x4 FREEZE BLOCK 31 2x6 FACIAL BOARD - DOUBLE PLATE---/ 2x4 STUD @16" R-13 INSUL.---,,,,,,. SECTION AA SCALE 1/2"=1'-C" 1/2" PLYWOOD CDX EXT. W/8D@6", 6", 10" O.C. —2x6 RAFTER 016" O.C. B.N.= BdO 4" O.C. 2x4 BLOCKING 2x6 FACIA BOARD 5-16d MIN* 2-2x4 CONTINIOUS PLATE 7/6/16D NAILS STUCCO DETAIL #2 DETAIL 1?'4 2x4 BL MID-ritium i vm MAX. 8'-D* 2x10 CONTINOUS OVER EXISTING ROOF W/2-16- 0 RAFTER )DUBLE ATES OW OPENING SHOWN Z OPENING SIMILAR X4 STUDS 0 OPNG )* TO 6'-O* x4 STUDS 460 O.C. Q SILL 3X4 SILL PLATE TYPICAL STUD WALL FRAMING SEE DETAIL 3 2x10 RIDGE BOARD -2x6 RAFTER @16" O.C. R— 30INSUL.:: 0 Do 4" CONCRETE SLAB ii= li=1 ill.=l(.=11=( ill-li=lil-(i Ali(=1il=1i-1 � �i l�l I I- SEE DETAIL 2 2x6 C.J. 016" O.C. W/R-30 INSUL. SEE DETAIL 1 ID 14 1 Im DRAWN BY- DANIEL CONTRERAS 2060 NEWPORT BLVD. # 15 COSTA MESA, CA 92627 949-548-4057 CHECK BY: DATE: 12/09/04 SCALE: 1/4 SHEET NO: 4 of 5 NS BY, GENERAL NOTES POURED -IN -PLACE CONCRETE 1. REINFORCING STEEL SHALL COMFORM TO ASTM GRADE 40. 2. REINFORCING FABRIC SHALL COMFORM TO ASTM A185, AND SHALL LAP 1-1/2 SPACES (12"). 3. LAP ALL REINFORCING STILL A MINIMUM OF 36 BAR DIAMETERS (2'-0" MINIMUM) AT ALL SPLICES UNLESS NOTED OTHERWISE. 4. SPLICE ALL REINFORCING STEEL WHERE INDICATED WHERE SPLICE LOCATION ARE NOT SPECIFICALLY INDICATED, SPLICES SHALL BE WELL STAGGERED. 5. MINIMUM CLEAR DISTANCE BETWEEN REINFORCING STEEL, INCLUDING SPLICED AREAS SHALL BE 1" OR 1 BAR DIAMETER WHICHEVER IS GREATER, MINIMUM CLEAR DISTANCE AT COLUMNS SHALL BE 1-1/2" OR 1-1/2 BAR DIAMETERS, WHICHEVER IS GREATER. 6. MINIMUM CONCRETE COVERAGE: THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE. SLABS ON EARTH -------------------- CENTER OF SLAB CONCRETE BELOW GRADE, FORMED --------------- ___2$1 CONCRETE BELOW GRADE, UNFORMED (POURED AGAINST EARTH)3" 7. DOWELS FOR WALLS SHALL BE SAME SIZE AND SPACING AS THE WALL REINFORCEMENT AND SHALL LAP WITH THE WALL REBER AS NOTED ABOVE UNLESS NOTED OTHERWISE. 8. NO HEAT SMALL BE ALLOWED FOR BENDING OF REINFORCEMENT STEEL. 9. ANCHOR BOLTS, DOWELS, INSERTS, ETC., SHALL BE SECURELY TIED IN PLACE PRIOR TO THE POURING OF ANY CONCRETE OR GROUT. 10. ALL CONCRETE, 1.50 PCP F'C SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGHT OF 2500 PSI AT 28 DAYS. 11, AGGREGATES SHALL BE NATURAL SAND AND ROCK COMFORMING TO ASTM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05%. 12. CEMENT SHALL BE PORTLAND CEMENT COMFORMING TO ASTM C150, TYPE I OR II, LOW ALKALI. 13, PLACEMENT OF CONCRETE SHALL COMFORM TO AC1301. 14. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION A MINIMUM OF FIVE DAYS AFTER -PLACEMENT UNLESS OTHERWISE APPROVED BY THE ARCHITECT OR STRUCTURAL ENGINEER. 1. PROVIDE WATER RESISTANCE GYPSUM BACKING BOARD AS A BASE FOR TILE OR WALL PANELS. 2. SHOWERS SHALL BE FINISHED 70" ABOVE DRAIN WITH MATERIALS NOT ADVERSELY AFFECTED BY MOISTURE, SPECIFY MATERIALS, CLARIFY, SECS. 807.13 AND 2512. 3. ANTI -SCALDING SHOWER AND TUB -SHOWER VALVES REQUIRED CPC SEC. 420. 4. PROVIDE HOUSE STREET NUMBER VISIBLE AND LEGIBLE FROM STREET. NUMBERS SHALL BE OF NON COMBUSTIBLE MATERIALS IN SPECIAL FIRE PROTECTION AREAS 0. C. ORD. NO. 5. WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR PIPES, A METAL TIE MINIMUM .058" THICK AND 1-1/2" WALL SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NO LESS THAN 6-16D NAILS. CLARIFY SEC. 2320.11.7. 6. ALL BEAMS TO HAVE FULL WIDTH POST BEARING CLARIFY. 7. NOTE ON PLANS A STATEMENT THAT THE BUILDING COMPLIES WITH THE REQUIREMENTS OF' TITLE 24, PART 6, SIGNED BY THE DESINGNER OR OWNER OF THE BUILDING AND BY THE DOCUMENTATION AUTHOR. B. MAINTAINANCE INFORMATION, THE BUILDER SHALL PROVIDE TO THE BUILDING OWNER AT OCCUPANCY MAINTAINANCE INFORMATION FOR ALL FEATURES ROUTINE MAINTAINANCE ACTIONS SHALL CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL MAY BE LIMITED TO IDENTIFYING, BY TITLE AND/ OR PUBLICATION NUMBER. THE OPERATIONS AND MAINTAINANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF FEATURE, COMPONENT, OR MANUFACTURE DEVICE. GENERAL NOTES WOOD FRAME 1. TOP PLATE OF ALL STUD WALL SHALL BE 2 PIECES THE SAME SIZE AS STUD SPLICES TO LAP 4'-0" MINIMUM AND BE NAILED WITH 12-16D MINIMUM EACH SIDE OF JOINT. 2. BOLT HOLES IN WOOD SHALL BE 1/32" OR 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER, ALL BOLTS SHALL HAVE STANDARD OUT WASHERS UNDERHEAD AND NOT UNLESS NOTED OTHERWISE. 3. PROVIDE 2x SOLID BLOCKING BETWEEN JOIST AND RAFTERS AT ALL SUPPORTS, BLOCKING SHALL BE ONE PIECE AND THE FULL DEPTH OF THE JOIST OR RAFTER. 4. PROVIDE 1x6 DIAGONAL LET -IN BRACING (AT APPROX. 45 DEGREES) EVERY 25'-0" MAXIMUM IN ALL STUD WALLS NOT PLYWOOD SHREADED BRACING SHALL RUN CONTINIOUS FROM SILL PLATE TO THE TOP, 5. PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR, CEILING AND ROOF, FIRE STOPS SHALL BE 2x NOMINAL THICKNESS OF WOOD AND SHALL BE THE FULL WIDTH OF THE ENCLOSED SPACE. PLACE FIRE STOPS AT A MAXIMUM SPACING OF 8'-0" IN THE VERTICAL DIRECTION. PROVIDE 2 FIRE STOPS IN ALL FURRING SPACES VERTICAL DIRECTIONS AND HORIZONTAL, AND A MAXIMUM SPACING OF 8'-0" IN EACH DIRECTION AND THE SAME LINES AS FIRE STOPS. 6. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF SHEATING, PLASTER, ETC, 7. ALL PLYWOOD SHALL COMFORM TO U.S. PRODUCT STANDARD PSI- 83 EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED WITH THE APPROPIATE TRADEMARK OF THE PLYWOOD ASSOCIATION. ALL PLYWOOD SHALL BE CLASSIFIED AS EXPOSURE I, FOR PLYWOOD THICKNESS, GRADE, AND SPAN RATINGS (PANEL IDENTIFICATION INDEXES) SEE PANEL. 8. ALL WOOD BARING ON CONCRETE OR MASONRY SHALL BE PREASSURE TREATED DOUGLASS FIR, 9. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC., UNLESL SPECIFICALLY DETAILED. 10. ALL NAILS SHALL BE COMMON, NAILING SHALL BE PER CHAPTER 23 OF THE UNIFORM BUILDING CODE SEC. 2326 AND MIN. NAILING WITH TABLE 23-1181. 11. ALL STRUCTURAL LUMBER SHALL BE DOUGLASS FIR OF THE FOLLOWING GRADES, COMFORMING TO STANDARD GRADING RULES FOR WEST COAST LUMBER, No. 16 AIR DRY UNLESS OTHERWISE NOTED. GENERAL NOTES FOUNDATION 1. FOUNDATIONS SHALL BE THE SIZE AND TYPE AS INDICATED ON THE DRAWING. 2. ALL EXISTING FILL SOIL AND DYSTYRBED NATURAL SOIL ARE TO EXCAVATED AND REPLACE WITH PROPER LT COMPACTED FILL, ALL FILLING, BACKFILLING, AND RECOMPACTION, ETC.,IS TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOIL ENGINEER, 3. ALL EXCAVATIONS ARE TO BE INSPECTED AND APPROVED BY A SOIL ENGINEER PRIOR TO THE PLACEMENT OF ANY FILL OR REINFORCING STEEL. 4. FOOTINGS ARE TO BE CARRIED INTO FIRM UNDISTURBED NATURAL SOIL OR APPROVED COMPACT FILL A MINIMUM OF 12" BELOW ADJACENT GRADE FINISH FLOOR, WHICHEVER IS LOWER. 5. DESIGN BEARINGS PREASSURE IS 1000 PSF WITH 33% INCREASE FOR SISMIC OR WIND FOOTINGS. 6. DESIGN LATERAL BEARING PREASSURE IS 150 PSF/FT WITH A 33% INCREASE FOR SIESMIC OR WIND LOADING AND A 200% INCREASE FOR ISOLATED POLETYPE FOOTING. 7. DESIGN COEFFICIENT OF FRICTION IS 3 WITH A 33% INCREASE FOR SEISMIC OR WIND LOADING. 8. RAFTERS, JOIST, PLATES DOUGLAS FIR No.21250F. 9. BEAMS, STRINGERS AND HEADERS DOUGLAS FIR No.11350F. 10. POST AND TIMBERS DOUGLAS FIR No.11200F. 11. 2x6 JOIST AND RAFTERS DOUGLAS FIR No.21450F. 12. STUDS, BLOCKING AND SHIPPING DOUGLAS FIR STUD GRADE. 13. WOOD STUDS MAY BE NOTCHED TO A DEPTH OF 25% OF WIDTH MAXIMUM EXEPT INTERIOR NONBEARING STUDS WHICH MAY BE NOTCHED TO 40% OF WIDTH MAXI- MUM EXEPT INTERIOR NONBEARING STUDS AND DOUBLE BEARING (PROVIDEDE NO MORE THAN TWO SUCCESSIVE DOUBLE STUDS ARE BORED) WHICH MAY BE ROARED TO 80% OF WIDTH AS A CUT OR NOTHC IN NO CASE SHALL THE EDGE OF A ROARED HOLE BE NEARER THAN 3/8 INCHTO THE EDGE OF A BOARD. 14. PROVIDE DOUBLE JOIST UNDER PARTISIONS WHICH ARE PARALLEL TO THE JOIST. 15. PROVIDE SOLID FULL DEPTH BLOCKING UNDER PARTISIONS WHICH ARE PERPENDICULAR TO THE JOIST. l GENERAL 1. THE FOLLOWING NOTES AND TYPICAL DETAIL APPLY TO ALL DRAWINGS UNLESS NOTED OTHERWISE. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONDUCTION WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. 3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT OR STRUCTURAL ENGINEER. 4. PROVIDE OPENINGS AND SUPPORT FOR MECHANICAL EQUIPMENT DUCTS, PIPING, VENTS, ETC... AS REQUIRED. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL OPENINGS AND EQUIPMENT NOT SHOWN ON STRUCTURAL. ALL SUSPENDED EQUIP- MENT TO BE PROVIDED WITH APPROVED LATERAL OR SWAY BRACING. 5. ALL CONSTRUCTION AND WORKMANSHIP SHALL COMFORM TO THE DRAWINGS SPECIFICATIONS AND THE 2001 UNIFORM BUILDING CODE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER AND RESOLVED BEFORE PROCEEDING WITH THE WORK. 7. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE SHOWN. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION, THE CONTRACTOR SHALL DIRECT AND SUPERVISE THE WORK AND HE SHALL SOLELY BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR STRUCTURAL ENGINEER. DO NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OF THE OF THE PROCEDURES SUCH METHODS OF CONSTRUCTION. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR STRUCTURAL ENGINEER DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINIOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES WHICH ARE FURNISHED BY THE ARCHITECT OR STRUCTURAL ENGINEER WHETHER OF MATERIAL WORK, AND WHETHER PERFORMED PRIOR TO, DURING OR AFTER COMPLETITION OF CONSTRUCTION, ARE SOLELY PERFORMED FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING COMFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS; BUT THEY DO NOT. SHEAR WALL SCHEDULE PER 2001 U.H.C. # DESCRIPTION LOAD SILL NAILING FDN ANCHO RANGE 1 15- 32" THICK WALL SHEATING, EXP WITH 8D NAILS AT 6 0. C. AT EDGES. 260 PLY 16d AT 5" O.C.5 % 8"@ AB AT 24" O.C. 2 15-32" THICK WALL SHEATING, EXP WITH 8D NAILS AT 4n O.C. AT EDGES. 360 PLY 16d AT 3.5" O.C. 6/8"0 AB AT 18" O.C. 3 115-32" THICK WALL SHEATING, EXP 490 PLF 16d AT 3" O.C. 2 ROWS 16d 5/8"0 AB AT 12" O.C. WITH 8D NAILS AT 3" 0. C. AT EDGES, �3" O.C. STAGGERED 3" AB AT 12" 0. C. 15-32" THICK WALL SHEATING, EXP 600 PLF 2 ROWS 16d AT 4" O.C. 5/8"@ AB AT 12" O.C. WITH 6D NAILS AT 2" O.C. AT EDGES. STAGGERED 3" AB AT 12" O.C. 5 15- 32" THICK WALL SHEATING, EXP 870 PLF 2 ROWS 16d AT 3" 0. C. 5/8"O AB AT 12" 0. C. WITH 8D NAILS AT 1" O.C. AT EDGES. STAGGERED 3" AB AT 12" O.C. 7/8" THICK STUCCO W/PORTLAND 10 CEMENT PLASTER W/14# PER. SQ. 180 PLF 16d AT 8" O.C. 5/8"0 AB AT 48" O.C. YD. 17 GALV. WIRE LATH AND 16GA STAPLES (W/7/8" LEGS) AT 6" O.C. NOTES 1. INDICATES SILL PLATE NAILING OR ACHOR BOLTING FOR TWO SIDE APPLICATION. 2. REFER TO SHEAR WALL NOTES ON PLANS FOR ADDITIONAL INFORMATION. 3. CONSTRUCTION OF PLYWOOD SHEAR WALL TO BE WITH COMMON NAILS ONLY. 4. H01DOWN BOLT HOLES AT EACH END OF THE PLYWOOD SHEAR WALL SHALL HAVE A TOLERANCE OF NO MORE THAN 1/16" (INSPECTION REQUIRED). HOLD- DOWNS SHALL BE TIGHTENED JUST PRIOR TO CEVERING THE SHEAR WALL. ALL POSTS WITH HOLDOWNS OR UP LIFT STRAPS SHALL HAVE CONTINIOUS EDGE NAILING. 5. ALL ANCHOR BOLTS SHALL HE ATTACHED TO THE SILL PLATE WITH 2"x12"x3/16" SQUARE STEEL WASHER PLATES. 7. WHERE SHEAR PANELS ARE APPLIE ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE. PANEL JOINTS SHALL BE OFF SET TO FALL IN DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3-NOMINAL OR THICKER AND NAILS SHALL HE STAGGERED, SILT, PLATES SHALL BE STRUCTURAL PANEL SHEATING SHALL BE STAGGERED. B. ALL WOOD STRUCTURAL PANEL SHEATING SHALL BE C-D AND OTHER GRADES COVERED IN THE rt*ttx+nvxr tttt nt*ic_ ,h,.,.T, _ ihW = 23-2 OR 23-3. m cc O N �. � N � � � O � co 11 SDRAWN BY ----- ,.., DANIEL CONTRERAS 2060 NEWPORT BLVD. # 15 COSTA MESA, CA 92627 949-548-4057 CHECK BY: DATE: 12/09/04 SCALE: 1/4 tt_ 1' _ O„ SHEET NO: 5 of 5