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Home My WebLink About10148473.pdf55 oe SITE -PLAN �jjj�' SCALE 1/8"=1'-0" 1/2- CDX PLYWOOD CRICKET 2x4-\2x6 RAFTER 016" O.C.--\,,4,� 2X8 C.J. 016" O.C.--, ---I_ A— 35 016" O. C. 2x4 STUD 016"O.C. PLYWOOD GUSSET NOTES: 1. BASE PLY SHALL BE FASTENED 2. SUCCESSIVE LAYERS SHALL BE ,.-(e) 2x8 C.J. SOLIDLY CEMENTED TOGEGHER ANI TO THE BASE LAYER. 2-2x4 PLATE CRICKET DETAIL Ciqy A,,'A DISCR, DATE-, YES— No su- ow AMI G PLAN N SCALE 1/4"-1'-0" I DRAWN BY- DANIEL CONTRERA<Z 2060 NEWPORT BLVD. # 15 COSTA MESA, CA 92627 949-548-4057 CHECKBY- DATE: 04/26/05 SCALE: 1/4 —1'---- 0' SHEET NO: 1 of 5 NO. Am 10,_49, 5,_4„ 14,-4„ I. 15' 129-699&# 24,-899 PLAN N SCALE 1/4"=1'-0" co Irm IN 178 jiiilll��''�J'��m' AT ALL ROOMS i ROOMS O. PASSAGES PROVIDE . HARD -WIRED SMOKE DETECTORW/BATTERY BACKUP, SHALL BE AUDBLE ATTIC ♦ i OPi CLEARENCE ♦ i ALL RECEPTACLES OUTLET LOCATIONS WILL COMPLY NEC ART. BATHROOM CIRCUITING SHALL BE EITHER A 20 AMPERE CIRCUIT DEDICATED ♦ EACH BATHROOM OR AT LEAST 20 AMPERE CIRCUIT SUPPLYING ONLY BATHROOM RECEP BRANCH CIRCUITS WILL BE ♦. PROTECTED. ALL CONSTRUCTION SHALL COMPLY WITH 2001 CALIF. BUILDING ♦iE INCLUDING SEC. 2320 AND MIN. NAILING WITH TABLE 23-11-B-1. 1,10OR & WINDOW SCHEDULE 'LIN IN VA DESCRIPTION �SLIDING WINDOW is LIDING DOOR ALL WINDOWS DUAL GL., ALUM. FRAMED WITH GRID4t !NET SIZE OF • 6050 SQ. FTSJl :SET BACKS • 1 AREA PROPOSED AREA 193 SQ. FTS, i iCOVERAGE' I i i ! : 1 NEW ADDITION i�EXISTING CONSTRUCTION VZ_, 1, WALL TO BE REMOVED ,PLANNING MUSTER I.D_ ISCR, ACTT " LAM V Wry spL.X&S`mi 'IN {l°,`i � f r,..4„6 ii x �Lo <� r Q ! 1WN BY. — DANIEL CONTRERAS • M NEWPORT BLVD. COSTA MESA, a 92627 949-548-4057 ■� ,,CHECK IIIIII . D. 04a ! ,SCALE: 1/4 0 HEET NO: REVISIONS BY: N�t �c N�c Ln <� C\2 cy7DQ U-) iDRAWN �IDANIEL CONTRE, 0•0 NEWPORT i COSTA MESA, ( 92627 '949-548-4057 CHE• ( II A 04/26/05'1 SCALE: 1/4 iSHEI Lrn� II I� 1/2" PLYWOOD CDX EXT. 1 4 5 4 EXISTING FOOTINGS FO%,r-IiAlllOiIF-IlA11l SCALE 1/2"-1'-0" 1/2" DRYWALL 2x4 PRESS—TRT'D W/5/8x10A.B. 04'-0" O.C. EMBEDED 7" IN CONC. 2x4 STUD @16" O.C. & 12" OF A CORNER W/2" SQ.x3/16 WASHERS (TYP.) OPENING OF STUCCO SPLICE MIN. 2—PER SILL SHORT R-13 INSUL. PIECES (TYP. ) 26 GA. CORROSION 4" CONC. SLAB METAL WEEP SCREED 2" SAND & POLY — 03 ¢ - COMP. SOIL— cq 2 #4 BARS CONTINOUS CONC. FOOTING MIN. 12" DETAIL #1 SCALE 1/2" = 1'-0" DETAIL # SCALE 1/2" = 1'-0" EXIST. CONC. SLA DETAIL #5 SCALE 1/2" = 1'-0" NEW 4" CONC. SLAB #4 REBAR DOWELS O 0 0 TO MATCH EXIST. HOUSE PITCH _\ 12 2x4 FREEZE BLOCK 31 2x6 FACIAL BOARD 2x4 STUD @16" O.C,—" R-13 INSUL. SECTION AA SCALE 1/2'=i'-4" 2x8 C.J. @16" O.C. R— 30 IN 1/2" n_10 1114OVL. DETAIL # 2 SCALE 1/2" = 1'-0" 0 EXISTING DETAIL #4 SCALE 1/2" = 1'-0" 2x4 BLOCKING MID -HEIGHT MAX 8- 0" TYPICAL STUD WALL FRAMING ----SEE DETAIL 3 2x10 RIDGE BOARD 2x8 RAFTER @16" O.C. 4" CONCRETE SLAB I I-III-1 I I'I I ICI 11-1 I I -III -I I ICI I I-1 I ICI I I-1 I I. -I I ICI I I-1 I i_ I I SEE DETAIL 2 2x6 C.J. @16" O.C. W/R— 30 INSUL, SEE DETAIL 1 2x6 FACIA BOARD GOUS PLATE S /YAIYM RA j',j IAL 'ES W OPENING SHOWN OPENING SIMILAR STUDS 0 OPNG TO 6'-0" STUDS O.C. ImKilm� SILL PLATE 7t 4 ca, w M' DRAWN BY: DANIEL CONTRERAS 2060 NEWPORT BLVD. # 15 COSTA MESA, CA 92627 949-548-4057 CHECK BY: DATE: 04/26/05 SCALE: 1/4»_1'_0" SHEET NO: 4 Of 5 IONS BY: GENERAL NOTES POURED -IN -PLACE C♦ ► 1. REINFORCING STEEL SHALL COMFORM TO ASTM GRADE 40. 2. REINFORCING FABRIC SHALL COMFORM TO ASTM A185, AND SHALL LAP1-1/2 • , 3. LAP ALL REINFORCING STILL A MINIMUM OF 40 BAR DIAMETERS # ALL 'LICES UNLESS NOTED / SPLICE ALL REINFORCING WHERE INDICATED WHERE SPLICE LOCATION ARE NOT SPECIFICALLY INDICATED, SPLICES SHALL BE WELL STAGGERED. CLEAR5. MINIMUM DISTANCE BETWEEN REINFORCING AREAS SHALL OR BAR DIAMETER GREATER, MINIMUM CLEAR DISTANCE AT COLUMNS SHALL BE 1-1/2" OR BAR DIAMETERS, +i WHICHEVER IS GREATER. 6. MINIMUM CONCRETE COVERAGE: THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED SLABSON + ' OF SLAB CONCRETE BELOW GRADE, UNFORMED (POURED AGAINST EARTH)T 7. DOWELS FOR WALLS SHALL BE SAME SIZE AND SPACING AS THE WALL REINFORCEMENT AND SHALL LAP WITH THE WALL- i - AS NOTED ABOVE i ! OTHERWISE. PLACE8. NO HEAT SHALL BE ALLOWED FOR BENDING OF REINFORCEMENT STEEL 9. ANCHOR BOLTS, DOWELS, INSERTS, ETC., SHALL BE SECURELY TIED IN PRIOR TO THE POURINGOF CONCRETE OR GROUT. i ALL i # PCP FC SHALLATTAIN 1 MINIMUM COMPRESSIVE STRENGHT OF # PSI AT ♦ 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 OR 11, LOWALKALI. 13. PLACEMENT OF CONCRETE SHALL COMFORM TO AC1301. 14. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION A MINIMUM OF FIVE DAYS AFTER -PLACEMENT rw + OTHERWISE w APPROVED BY ARCHITECT OR STRUCTURAL s 1. SHOWERS SHALL BE FINISHED 70" ABOVE DRAIN WITH MATERIALS NOT ADVERSELY AFFECTED BY MOISTURE, SPECIFY MATERIALS, CLARIFY, SECS. 807.13 AND 2512. 2. ANTI -SCALDING SHOWER AND TUB -SHOWER VALVES REQUIRED CPC SEC. 420. 3. PROVIDE HOUSE STREET NUMBER VISIBLE AND LEGIBLE FROM STREET. NUMBERn-' SHALL BE OF NON COMBUSTIBLE MATERIALS IN SPECIAL FIRE PROTECTION AREAS ♦ ♦'r NO. / WHERE TOP PLATES OR SOLE PLATES ARE FOR PIPES, + METAL 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. 5. ALL BEAMS ! HAVE FULL WIDTHPOST BEARING + 6. NOTE ON PLANS BUILDING i REQUIREMENTS OF TITLE 24, PART 6, SIGNED BY THE DESINGNER OR OWNER OF THE BUILDING AND BY THE DOCUMENTATION AUTHOR. 7. MAINTAINENCE 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. • + Am '900D 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 i 2. BOLT HOLES IN WOOD SHALL BE 1/32" OR 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER, BOLTS SHALL HAVE!+'! OUT + 'S UNDERHEAD AND NOT UNLESS NOTED OTHERWISE. MAXIMUM3. 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 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 '+ OF : # IN THE VERTICALDIRECTION. PROVIDE r 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. 5. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF SHEATING, PLASTER, 6. 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) PANEL. 7. ALL WOOD BARING ON CONCRETE OR MASONRY SHALL BE PREASSURE TREATED DOUGLASS 8. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC., UNLESL SPECIFICALLY DETAILED. 9. ALL NAILS SHALL BE COMMON, NAILING SHALL BE PER CHAPTER 23 OF THE UNIFORM BUILDING CODE SEC. 2326 AND MIN. NAILING WITH TABLE 23-11131. 10. 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. 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 PROPER LT COMPACTED rj r ALL FILLING, ;+ AND i 7 O BE ACCOMPLISHED OrER THE SUPERVISIO 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 FLOOR,4. FOOTINGS ARE TO BE CARRIED INTO FIRM UNDISTURBED NATURAL SOIL OR APPROVED COMPACT FILL A MINIMUM OF 12" BELOW ADJACENT GRADE FINISH WHICHEVER IS LOWER. FOOTINGS.5. DESIGN BEARINGS PREASSURE IS 1000 PSF WITH 33% INCREASE FOR SISMIC OR WIND 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 COEFFICIENTOF r # 3 WITH + INCREASE + FOR SEISMIC OR LOADING.WIND 8. RAFTERS, # PLATES ri 10. POST AND TIMBERSDOUGLAS No. STUDS,12. BLOCKING " DOUGLAS No. INTERIOR13. 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- NONBEARING STUDS AND DOUBLE BEARING (PROVIDEDE NO MORE THAN TWO SUCCESSIVE DOUBLE STUDS ARE BORED) WHICH MAY BE BOARED TO 80% OF WIDTH 'AS A CUT OR NOTHC IN NO CASE SHALL THE EDGE OF A BOARED HOLE BE NEARER THAN • INCHTO THE EDGE OF ► BOARD. f4. 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. GENERAL 1. THE FOLLOWING ! AND TYPICAL DETAIL APPLY TO ALL DRAWINGS NOTED OTHERWISE. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUCTION WITH ARCHITECTURAL, MECHANICAL, ! 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 ♦ i STRUCTURAL ENGINEER. / PROVIDE OPENINGS AND SUPPORT FOR MECHANICAL EQUIPMENTDUCTS,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 COMFORMTO 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 i ' ♦CONTRACTOR SHALL DIRECT AND ' ♦' r HE SHALLi BE RESPONSIBLEFOR ALL i !MEANS,i! FIELDTECHNIQUES, SEQUENCES AND PROCEDURES, OBSERVATION VISITS TO THE SITE BY REPRESENTATIVES OF THE ARCHITECT OR STRUCTURAL ENGINEER. ri NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OF THE OF THE PROCEDURES SUCH METHODS OF i ' iSUPPORT PERFORMED BY ARCHITECT OR STRUCTURAL ENGINEER DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINIOUSAND DETAILED - i ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES WHICH ARE FURNISHED BY THE ARCHITECT ♦ i STRUCTURAL w+ 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 !• NOT. SHEAR WALL SCHEDULE PER 2001 U.B.C. # DESCRIPTION LOAD SILL NAILING FDN ANCHO RANGE 1 15-32" THICK WALL SHEATING, WITH 8D NAILS AT 6 0. C. AT EXP EDGES. 260 PLF 16d AT 5" O.C. 5 / 8"0 AB AT 24" O.C. 2 15-32" THICK WALL SHEATING, EXP 380 PLF 16d AT 3.5" O.C. 5/8"0 AB AT 18" O.C. WITH 8D NAILS AT 4 O.C. AT EDGES. 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. 03" O.C. STAGGERED 3" AB AT 12" O. C. 4 15-32" THICK WALL SHEATING, EXP 600 PLF 2 ROWS 16d AT 4" O.C. 5/e"0 AB AT 12" O.C. WITH 8D NAILS AT 2" O.C. AT EDGES. STAGGERED 3" AB AT 12" 0. C. 5 15-32" THICK WALL SHEATING, EXP 870 PLF, 2 ROWS 16d AT 3" O.C. 5j8"t� 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" Q.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. HOLDOWN 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 BE 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 BE STAGGERED, SILL PLATES SHALL BE STRUCTURAL PANEL SHEATING SHALL BE STAGGERED. 8. ALL WOOD STRUCTURAL PANEL SHEATING SHALL BE C-D AND OTHER GRADES COVERED IN THE UNIFORM BUILDING CODE AND RD'S 23-2 OR 23-3, Nzt !i LO P P DRAWN BY: DANIEL CONTRERAS 2060 NEWPORT BLVD. # 15 COSTA MESA, CA 92627 949-548-4057 CHECK BY: DATE: 04/26%05 SCALE: SHEET NO: 5 of 5