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HomeMy WebLinkAbout10148531.pdf191:01:xymdmils _rl_rl C7 r3A (ZI IRAKAAID\l 2.. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS. 3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE UPON DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN THE DRAWINGS. 4 PREPARATION OF BUILDING SITE SHALL BE PER SECTION 3302 CBC.(ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST 12 INCHES BELOW THE SURFACE OF THE GROUND TO BE OCCUPIED BY THE BUILDING) 5. ALL NAILING TO COMPLY W/ TABLE 23-11-B-1. CBC TYPE OF CONSTRUCTION VN OCCUPANCY GROUP STRUCTURAL MATERIAL NOTES CONCRETE 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 */CU.FT.). AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05 / 2. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94.PLACEmENT OF CONCRETE SHALL CONFORM TO ACI 301. 3, CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V, OR IILOW ALKALL CONFORMING TO ASTM C-150. 4. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT AGE OF 28 DAYS FOR: FOOTINGS 2500 PSI SLAB ON GRADE 2500 PSI SIDE WALKS 2000 PSI S. MAXIMUM SLUMP SHALL NOT EXCEED 4" 6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS AFTER PLACEMENT. ALTERNATIVE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 7. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED, ADEQUATE CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND INSPECTION. 8. VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26. 9. EXPOSED CORNERS OF COLUMNS, BEAM, WALL, ETC, SHALL BE FORMED WITH -Y4" CHAMFERS UNLESS DETAILED OTHERWISE. 10, CONCRETE CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK. 11. NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 950F, 12, WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2. PLYWOOD 1. PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH THE ORPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS. 2, EACH SHEET SHALL HAVE A MINIMUM AREA OF S SO. FT. WITH A MINIMUM DIMENSION OF 2 FEET. 3, SEE FRAMING PLAN FOR DIAPHRAGM NAILING SCHEDULE. NAILING SHALL BE INSPECTED AND APPROVED BEFORE COVERING. FOUNDATION NOTES 1. FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE SOP, BEARING PRESSURE PER 2001CALIFORMA BUILDING CODE SHALL BE AS FOLLOWS; CONTINUOUS FOOTING 1000 P.S,F. ISOLATED FOOTING 1000 P.S.F. 2. ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL, OR APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE. 3. ALL FOOTING SHALL BE CENTERED ON PILASTER AND/OR WALL AND COLUMN UNLESS OTHERWISE NOTED. 4. FINISH FLOOR (F.F.) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS, 5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING. SHORING AND PROTECTION OF MY ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 6. ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS, AND/OR SCHEDULES. 7. ALL FOOTINS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS. (U.N.O.) B. ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE REMOVED AND RELOCATED. 9. ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING, (THE PRESSURE ZONE, EXTENDING BELOW T14E FOOTING, BASED ON A 2 HORIZONTAL TO I VERTICAL SLOPE), SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE FOUNDATION POUR. 10. FOUNDATION MAY HE SUBJECT TO STRUCTURAL REVISION IN THE FIELD DUE TO POSSIBLE VARYING SUBSURFACE CONDITIONS. INSULATION EXT WALLS R-13 ATTIC R-30 SUBFLOOR R-19 FENESTRATION FENESTRATION - U-FACTOR-0.40 MAX SHGC- 0.35 MAX A/C EFFICIENCY N/A RADIANT BARRIER EMISSIVITY LESS OR EQUAL TO 0.05 INSTALLED TO COVER ROOF TRUSSES AND GABLE END WALLS AT ATTICS -ALTERNATE FOR TXV OR/OR SEAL DUCTS 211`�S�R� 4-is-o PROPOSED 81 SO FT j ADDITION 2 A2 R6POS6--D 93 SO f'T PORCH (E) CONC'. DRIVE FOUNDATION _PLATES/SILLS 1. FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL WITH N07 LESS THAN %­ 01A. STEEL BOLTS EMBEDDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND REINFORCIN, STEEL SPACED NOT MORE THAN V-0" APRART. THERE SHALL BE A MINIMUM r.� T TmT M�^o ­r C C SHALL m� , ­ r OF (2) BOLTS PER PIECE W1 I H ONE BOLT LOCATED ED WITH H 12 OF REINFORCING ,AREA ANALISYS EXISTING ARAGE 250 eq rt TOTAL LIVING AREA 2132 sq tt TOTAL CONSTRUCTION 2382 aq rt uz S 3 X 5 AND LARGER SILLS, PLATES AND BLOCKING NO.2 MINIMUM OF 36 BAR DIAMETER OR 12­ WHICHEVER IS GREATER. NOTES-- 4, SILLS AND PLATES IS CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" OF GROUND SHALL BE PRESSURE TRESTEO DOUGLAS FIR 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82, o. EVERY BEDROOM SHALL HAVE A OPERABLE ESCAPE WINDOW (PTDF),SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/81, DIAMETER x 10" BOLTS AT 48" ON CENTER, 12" IN IMUM FROM 6. ALL DETAILING OF REINFORCING SHALL CONFORM 70 THE KOUIREMENTS WIT •�AmMIN, OPENABLE AREA OF 5.7 SO, FT. AND A MIN.CLEAR HEIGHT OF 24 INCH AND WIDTH OF 20 INCH, THE SILL HEIGHT ENDS OR 2 BOLTS MINIMUM PER PIECE, UNLESS NOTED OTHERWISE. OF ACI 318-95. !N�JXYER 44 INCHES ABOVE THE FLOOR. 5. STUD WALLS ABUTTING A CONCRETE OR MASONRY WALL SHALL BE BOLTED TO THE WALL WITH 5/8" ANCHOR BOLTS AT 24­ ON CENTER. 7. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS. ETC. SHALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT. b. ALL GLAZING MIN. 3%," THICK AN A STRENGHT "B" OR BETTER 6. ALL NON BEARING STUD WALLS SHALL BE 2 x STUDS AT 16 0.1 ' WITH %" GYP. BOARD EACH SIDE, UNLESS OTHERWISE NOTED. S. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS ­46-leOWLY WITH SECTIONS 2403,2404 & 2406 CBC. OF ASTM A-615 GRADE 60, C. HEATER PER NOTE 11 TO MAINTAIN A ROOM TEMPERATURE OF 700 7. ALL STUD WALLS SHALL HAVE FULL HEIGHT 1 x 6 DIAGONAL LET -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 25 FT. 9. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. AT A POINT OF 3 FT. ABOVE THE FLOOR IN NEW HABITABLE D.C. UNLESS OTHERWISE NOTED ON PLANS. BRACES SHALL COVER A 10. ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL ROOMS. MINIMUM OF SIX STUD SPACES. & COMMON NAILS SHALL BE USED, SCALE OR ANY OTHER FOREIGN MATERIAL WHICH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR. '4,' d. EXIT- 9. FIRE BLOCKING 2 x 1'/2" THICK, SHALL BE PLACED IN STUD It REINFORCEMENT THAT IS PARTIALLY EMBEDDED IN CONCRETE , SHALL EACH EXIT DOOR MAY BE PROVIDED WITH A NIGHT LATCH, WALLS AT CEILING AND FLOOR LEVELS. AT EACH 10'HEIGHT OF STUDS. AND BETWEEN STAIR STRINGERS AT SUPPORTS. NOT BE FIELD SENT EXCEPT AS SPECIFICALLY DETAILED IN THES�r�_ DRAW94GS OR WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. f DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE 10. JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED USE OF A KEY OR TOOL OR SPECIAL KNOWLEDGE OR EFFORT AT INTERVALS OF 8' WHERE JOISTS ARE 2 x 12 OR DEEPER. 12. ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS AND MOUNTED AT A HEIGHT NOT TO EXCEED 48 INCHES 11. MAXIMUM UNSUPPORTED HEIGHT FOR NON -SEARING PARTITION SHALL ON THE DRAWINGS. WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED, PROVIDE CLASS 'C" SPLICE PER ABOVE THE FINISHED FLOOR. BE - 2 X 4 0 WO.C. UP TO 14'-U' SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE✓ WATER CLOSETS TO USE NO MORE THAN 1.6 GALLONS 2 x 6 0 1W D.C. UP TO 20'-0** 2 x 8 6 16" D.C. UP TO 26'-0" FABRICATION, 4t -7 PER FLUSH. Q. PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS. 13. PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE f. GLAZED WARDROPE DOORS SHALL MEET THE IMPACT TEST 13, BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32" AND A CONSTRUCTION, BY WCRSI. REQUIREMENTS OF USC ST. 24-2, PART 11. LAMINATED GLASS MAXIMUM 1/ifi" LARGER THAN THE BOLT DIAMETER. 14. CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE MUST ALSO MEET THE BOIL TEST REQUIREMENTS OF UBC LESS THAN 1", NOR I BAR DIA., NOR Ix MAX. AGGREGATE SIZE. STD. 24-2, PART It. BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN. DISTANCE BETWEEN LAYERS - 1". g. LIGHT AND VENTILATION PER CSC SECTION 1202. MIN, OF 15 CFM OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR VENTILATION I SIMAIIII'llfiffAl M I ff FTS 3 lb 110@ 110 V W1 BATTERY SA SMOKE DETECTOR rr BATTERY OPERATED SMOKE DETECTOR NOTE PROvIOE SMOKE DETECTORS IN EACM BEDROOM AND CORRIDOR OR 14ALLUJAY ACCESSINax SuCw BEDROOMS PER SECTION 3100.13 4 310.WA ZMI CSC- SEE NOTE "r" BELOW FOR SO IN EXISTWO BE-OROOMS RECESSED CEILING LIGHT WALL MOUNTED LIGHT CEILING LIGHT '/2 HOT IIOV 0 42" U.N.O. IIOV OUTLET PLUMBING NOTE PLUMW.a FACILITIES, INCLUDWS FUEL GAS L^NDW FACILITIES. SMALL DBE PROVIDED IN ACCORDANCE WITH 220V OUTLET T14E CALIFORNIA BUILDING CODE (CPC) SECTION 413AP AND CM TABLE 4-1 GFI GRouNo FAULT INTERRUPTOR + SWITCW -4-3 ' P 3-WAY SWITCH WON B1969 TO 14AVE A NON-REMOVASLE BACK -FLOW F4WVENTER OR WITH A LISTED WOSE BIB ATMOSPHERIC VACUIJM BREAKER. AIR DIFFUSER GRILLE FL FLUORESCENT MECHANICAL FAN, MI 5 AIR C14ANGES PER 14R. FLUORESCENT L16HT TELEPHONE JACK An RECEPTACLE OUTLETS SUPPLIED BY BRANCH CIRCUITS PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER FL FLUORESCENT AS REQUIRED (D FLOOR PLAN NOTES I 2X6 PLUMBING WALL / FAT WALL 2 RECESSED MEDICINE CA15INET 3 TOILET. 1.6 GAL PER FLUSH SEE OWNER SPECS 4 FjG. TUB- SWWR. W1 GLASS ENCLOSURE DOORS 4 PANELS MUST ME LABELED CATEGORY II NET AREA OF SHOWER SHALL BE NO LESS THAN 1024 $0. IN. OF FLOOR AREA, 4 ENCOMPASS 30"0 CIRCLE WALL COVERING TO BE TILE W1 WATER PROOF BACKING TO EXTEND UP TO WALLS MIN, 10" ABOVE DRAIN. MATERIALS OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT 5 LAVATORY SIW. SEE OWNER SPECS (0. SHELF4 POLE I ATTIC ACCESS (22"X30") PROVIDE R-13 INSULATION AT ALL EXTERIOR WALLS PER TITLE 24 CABINET. PER OWNER 10 LINE OF SOFFIT ABOVE 11 40 K STU NATURAL GAS WALL HEATER. PROVIDE GAS FUEL 12 42"X36" OPENING (PASS TWRU� 13 RELOCATED 30" RANGE OVEN SPACE W1 WOOD AND VENT TO OUTSIDE. PROVIDE IIOV OUTLET AND FUEL GAS. 14 LINEN CL. (5 SHELVES) 15, 5/s" TYPE *X'GYP SO. FLOOR TO ROOF SWT'G AT GARAGE WALLS COMMON TO 14OUSE 16 EXISTING SOLID CORE, TIGHT FIT DOOR W1 CLOSER -VERIFY- NyAw-upmelm E=� NEW WALLS EXISTING WALLS TO REM I== EXISTING WALLS TO REM] PREPARED BY.* , g � k�� 4?) '�� m (61 Protesional Engineering Services IGNACIO OCHOA, PE Lic. RCE 35217 PH 714 / 8 4 1 0643 7692 QUEBEC: DR HUNTINGTON BEACH CALIFORNIA 92648 0CH0AI0AOL.COM ,-1335 SO FT I -STORY ADDITION (FAMILY ROOM, STUDY'1.5 BATHS kDROOMEXPANSION, LIVING ROOM EXPANSION REMOVE ALL EXISTING ROOF ALL NEW ELECTRICAL LIGHTING FLOOR PLAN PREPARED BY: NK2440--� Sc-REED PER -10 EXTERIOR TO MATC14 2 STUC EXISTING 3 2X(p FASCIA RO. so. 4 ASPHALT SWINGLE ROOFING CLASS 'C'RATING OR BETTER "OWENS CORNING" ICBO* S424 OR EOJAL 01 FELT UNDERLAYMENT. 5 PWWTRIM W1 STUCCO FINI. TYR SCREENED DORMER VENT -PAINTED TO MATCH fIZOOFtWs- I WOOD FRAMED COLUMN W STUCCO FINISH S. 14XIS"G.] SCREENED LOUVERED ATTIC VENT 15. GJ. FLAS14ING AT ROOF TO WILL PU%*dFaWAT:-;rA� . I 448 50 IN. PROVIDED IN ATTIC VENTS AND 910 60 DORMER VENTS GOOD FOR 1258 SO IN. 50% OF T14E REOUIRED IT'S PROVIDED 3 FT MIN. ABOVE PLATE LINE I PLYW'D SHT'G 0/ ROOF RAFTER PER PLAN. 2 2X CEILING JST. PER PLAN W1 R-30 INSUL. 3 2X4 BIQA'CE A 2XIO PURLIN 5 2- 2X DBL, TOP PLT. 6 FLUSH BEAM PER PLAN I 2X STUDS is 16" O.C. PER PLAN 6 R-13 INSULATION 15 614EAR WALL PER PLAN 10 STUCCO EXTERIOR It P.T.D.F. SILL PLT PER PLAN 12 FLR. SWTCs 0/ FLR. JST. PER PLAN 13 DRYWALL INT. FINISH 14 R- IS INSUL 15 (E) FLR. JST. /;ZIA 0 0 ID E �0_31�1 N Profesional Engineering Services `.i it IGNACIO OCHOA, PE Lic. RCE 35217 z < PH 714/ 841 0643 7692 QUE13Ec DR HUNTINGTON BEACH CALfFORNIA 92648 z OCHOAIQAOL.COM 6 w REVISIONS w 0 AP -14-05 0 PlAN GHarK At, a. I 0 cc Soo Z) w J ST CINI z 0 D SITE: w a. 0 M 0 ir I- z > 0 0 ir < 0 X w < z 3: 0 d w z 0 w o< <Z 0 F w z 0 i:: U) er UF_ z z z < f^ Vj w w w w X w z 07W R: 0 w II Er JOB DESCRIPTION: 0-1335 SO FT I —STORY ADDITION (FAMILY ROOM, STUDY, 1.5 BATHS z 2— BEDROOM EXPANSION, a. LIVING ROOM EXPANSION w — REMOVE ALL EXISTING ROOF cc ELECTRICAL — ALL NEW EL 0 z LIGHTING 0 EXTERIOR 0 C6 ELEVATIONS it 0 DRAWN: 1.0. CHECKED: DATE: JOB NO: FEB-11-05 ............ SHEET NUMBER - A-2 ;... /; w a +� &" /gq as L q2.-L '-4d✓ I add 4X8 4XS 4X8 i 14DR N©R NDE2 i X0 { ;6'- S" ST6136 ,I AT TOP PLT. 1 �1 4X4 PST (E) 1-OR S' CL'a'a ® 4X4 -� POST ILI 4 12 "1 F §y t 1 AT T PL T, 4X4 PST ICl/ EPC (E) HDR io ©w 414 m 4X4 POST W/ I�i1'+�IiZ9 S' CL' 0 0;3 1k FLUSH SEAM 4XQa POST °u° WOR T i � RF TFc', / 14 o.� 14 SC7i v®I i t S' CL'G W� vva BRACES4XS 4XS- - ..ISBN- 4X8 HoR FLU.SEAM 1-iC)R /%'.' .+ :ram Tisrr.'rrtr....,.... ."oe, 4X4 (! t v _ U. HGR AT, EA, C� J. U HGR 11 _ _ AT EA C J, 901 w . - 22" X 39>1' ATTIC p� j� .... .. 'ACCESS Pi a Y�lf q ST6236 W AT TOP S x PL T. SC v FRAMING NOTES PROVIDE ROOF RAOiANT SAARIER PER TITLE 24 AT ROOF SWEATW[Ws X 1. ROOF SWE3TWI_, ir.iOar J :r UNBLOCKED ` PLYWOOD ♦. im. f. $WALL BE ,AO' PANELS PLYWOOD MANUFACTURED USING EXTERIOR GLUE. DIAPHRAGM. -. Sd a 6' O.C. SUPPORTED ENDS 4 BOUNDARY So i BE USED AT USE (a) 16d 6 TOP PLT. CHORD SPLICE W1 ST6224 ALL STUCCO APPLIED OVER PLYWOOD. - i _ RA w•► (USE DOP SOLID SHEATHINGOVERHANG) / AT EAVES 4 frl! ` DETAILS FOie- ALLOWED BORING z r PROVIDE s . ,..- AND NOTCHING OF STUDS AND ► MEMBER$, DOUBLE STUDS FOR 4X8 SINGLE STUD FOR 4X6 OR SMALLER MEMBERS is SEE DET. (4) 3. DOUBLELARGER WHERE ARE ailr PROVIDE ... NAILING. PROGRESSIVE .. A .. . ALL FRAMING 4. ALL NAILS ARE COMMON NAILS. 12. MIN. 2X& STUDS * 16" O.C. AT PLUMBING WALLS. 5. ALL STUDS * 16" O.C. MAXIMUM. 13. ROOF DIAPHRAGM CTED ro. ... ..BEFORE .. 8" LONG INSTALLED ALL LAG BOLTS (LB) TO COVERING. FACE GRAIN OF PLYWOOD ......:..... r A BE PERPENDICULAR SUPPORTS WITH PILOT 14. DOUBLE JOIST ARE REQUIRED UNDER PARALLEL 1. ;. MEMBERS +R:'" BLOCKING . .-. PROVIDED FRAMING BEARING ^' ** ♦ , S- A A :. * OF ALL S' CL'Cs Up 4XS 14v`'` _ I L 4'-O"� � CALIFORNIA FRAMING SOFFIT FRAMING SHELF INTERIOR BEARING WALL WOE SHEAR PANEL 1 112 " C-O, C-C PLYW'D SLKD. W/ IOd Q 6" O.C. EN. A 12" O.C. FN. 2X P.T<O,1". SILL CONNECTION Ill/ 5/8 " DIA. A.B. 0 32" O.C. USE 5/6 " CIA. THREADED RODS CIA -GEL 10W EPDXY OR EQUAL (ICBO 4 6) AT EXIST'6 FOUNDATION 8 I6d 0 3" O.C. TO SILL TOP ANCHORAGE WITH A-35 0 Ili" O.C. (340 PLF) 2 lko" STUCCO 0/ PAPER BACKED LATCH W/ 11 GA STAPLES G 6" OZ. TOP/ TT/EN /FN 4 Ns" & A.B S 0 12" O.C. f#lb",o TH. ROD 'a EXISTIWG W1 CIA -GEL 1000 EPDXY OR EQUAL (IC4 6) W/ 16d a 6 I 35 TOT PLT, lea" O C. PLAN FOUNDATION 1. FLOOR SHEATHING -.: - r i.EXISTING FOOT'G TOP A BOT W/ SIMP. 'EPDXY" PLYUkN70. MINIMUM PANEL INDEX NUMBER < <r fj ri < O.C.i r SCREENED FOUNDATION VENT EDGES AND tOd * 10" O.C. IN THE FIELD (UNBLOCKED OD FACE GRAIN�OF PLYWOTO SUPPORTS ..i... POCKET -., i,.. ANGER GIRDER CONC.- 3. CONCRETE ar W1 >r CONCRETEis LANDING.- "'BOTTOM THRESHOLD A CONCRETE FOOTING DWI NOTE CONC.D PIPES, Tar a► OTHER • - , , maimmill CONSTRUCTION PLAN WIT14 ACCES151LITY TO OR WITHIN UNDERFOOR t LEGEND EXISTING FOOT'G # NEW FOOPG NOTES- o. -VERIFY HRDWR. LOCATION W/ FLR. PLAN • -HOLDOWN PRIOR TO FOUNDATION INSPECTION. c. -SURFACE WATER WILL DRAIN AWAY FROM CONNECTORd. HOLD-DOWN APPROVEDFRAMING REQUIRE HOLD-DOWNS SMALL BE TIGHTEN# JUST PRIOR INTERIORCOVERING THE WALL FRAMING. e. ALL #N-BEARING WALtS WITH SHOT PIN EQUIVALENT. 1 # OTHERWISEUNLESS NOTED. THREADED `#ii ti# EPDXY # . #' EQUIVALENT), AT THE SAME SPACING. PER 2320.11.4 cBC PREPARED B Y : Protasionai Engineering Services Y ii a x IGNACIO OCHOA, PE Llc. RCE 35217 z d PH 714 / 841 0643 7692 QUEBEC CAR HUNTINGTON BEACH CALIFORNIA 92648 z 0CH0AI@AOL.COM w REVISIONS 4 APR- 1� 4 05 I PI AN CHa 1.- m1. OR F U D Ir (iS z SITE: w Q. 0 it IL it r F- z ir I - a C a ww z 4 0 no z w z 0 " w w o rn b w z z I- I- 1- 0 f- ,ry 2 juti F z z z w F r 3 v w a 0 m r t;i.' z OWNS a Iw in w iz (c z R 0 c JOB DESCRIPTION: 0 0-1335 SQ FT I -STORY ADDITION w {FAMILY ROOM, STUDY, 1.5 BATHS z 2- BEDROOM EXPANSION, IL LIVING ROOM EXPANSION w - REMOVE ALL EXISTING ROOF - ALL NEW ELECTRICAL LIGHTING O ' STRUCTURAL 0 PLANS cc Il4..-1°-O.' w Ia DRAWN: 1.0. CHECKED: DATE JOB NO _. w_FFB 1l 05m , r._..m.^SHEET" NUMBERA-3 i RIDGE BOARD OR HIP RAFTER PER PLAN 2 RAFTER PER PLAN 3 4X4 KING POST 4 TOP PLATE 5 FLUSH BEAM WHERE OCCURS WITH PC 6 SIMP PC 7. 3- 16d F.N. TO RIPPED KING POST 1- ST2115 0 48" D.C. IN LIEU OF 2X4 TIES 2- B.N. 3- 2X RIDGE BOARD 4- PLYWD ROOF SHEATHING PER PLAN 5- ROOF RAFTERS PER PLAN 6- 2X4 TIES 0 48" O.C. IN THE LOWER 1/3 7- 3- 16d TYP. 8- CJ / TIE PER PLAN W/ 4- 16d TO RAFTER 'nnW7Mf_ IMI PROVIDE lX6 LET -IN BRAC'G (IF NO SHEAR WALLS OCCUR) 0 60 MAX.@ 450 MIN. W/ 16d @ 24" O.C.FACE (3) 8d EA. END & EA. (3) 16d E.N. STUD BRACE EA. NAIL TYP. CORNER 0 25'O.C. MAX. 1 2X TRIM'R & PROVIDE 2X FIRE KING STUDS (2) 16d E.N. BLOCK WHERE WALLS a JAMB "'--TO 2X SILL TYP. EXCEED IO'H. & AT ALL CL'G & SOFFIT LINES 2X STUDS 0 16" O.C. I- (E) ROOF SHT'G (2) 10d T.N. 0 2X P.T.D.F. SILL PLT. EA SIDE STUD W/5/g" DIA. ANCHOR 2- E.N. TO PLT. SOL S W1 7" EMBED-T 3- 2X BLOCKING (ALT.% PER FOUNDATION PLAN. [if PROVIDE A. B. 4- 2X CONT.SHAPED' W/ 16d 0 6'-0" D.C. & 4/2" 6" O.C. TO BLOCK- OR- WITH ff.. MIN. / 12" MAX. FIRM. 2- 16d NAILS TO EACH RAFTER SILL END IN LIEU OF 2X BLOCKING. 5- 2X RAFTER 'CALIFORNIA' FRAMED 6- PLYW'D SHT'G PER PLAN EXTERIOR BEARING WALL 18 'CALIFORNIA' FRAMED FRAMING ROOF L OUTER 1/3 MIDDLE 1/3 , OUTER 1/3 SPAN- OF SPAN OF SPAN OF ONLY AT TOP OR BOT NO NOTCHES AT TOP OR BOT D ALLOWED U.N.O. I 2X R.R. 4� 'o /�jl 1 Cl +\ 2:!Q OUTER 1/3 MIDDLE 1/3 OUTER 1/3 NOTCHING t OF SPAN OF SPAN OF SPAN ONLY AT TOP OR BOT NO NOTCHES AT TOP OR SOT ALLOWED U.N.O. 45 0 0 C14 2X LARGEST pia 2-2X TOP.1 BORING BORE DIA. 2X STUDS - MIN. FRACTION OF JOIST 2X6 2X8 2XIO 2X12 2XI4 D/6 1 !/A 2!1All 2001CBC D/3 1114 ,2 2%­ 3" 3Y4143 SECTION 2320.8.3 IBORED OR NOTCHED JOISTS 19 NTS BORED HOLES MAX 40Z OF STUD WIDTH 0 BEARING WALLS, 601 MAX. 0 NON -BEARING WALLS. MIN. NOTCHES- MAX. DEPTH 25/ OF STUD WIDTH 0 BEARING WALLS, 40/ MAX. 0 NON -BEARING WALLS. x. 0 STUD FRACTION STUD 2X4 2X6 2X8 —OF 25Z 0 yall 13/111 40/ D lyl" 21/1" 3" 607 D 2" 3'14 - 4/4 PURLIN KING POST 2X6 CONT. (LET -IN) PURLIN W/ (2) 16d AT EACH BRACE 2X4 BRACES 0 48" O.C. W/ (3) 16d TO RAFTER I ;9 m 6 z zo 1- ROOF SHT'G 0/ 2X ROOF RFTR. PER PLAN OX6 STARTER BOARD _�8 -SHIPLAP- AT EXPOSED EAVES) jz 2- B.N. 3- (5)- 16d 0 RFTR. TIE 4- 2X BLK'G W/ A-35 0 16" O.C.. U.N.O. 5- 2X CEILING JST. rq PER PLAN 6- DBL TOP PLATE PER PLAN 7- 2X STUDS 0 16" G.C. SEE SHEAR WALL SCHED. OR WD.BM.PER PLAN FOR SHEAR TRANSFER 0 8- SHEAR WALL PER PLAN SHEAR WALLS 22" SO, WHERE OCCURS SHEAR TRANSFER CONCRETE PIER AT EAVE 18" MAX SHEAR PANEL PER PLAN fffff SILL PLT.-2=z__7_ lly/ SSTB ANCHOR _j :9 C 3 3 4X4 POST WHERE __FRM CORNR & 4 J6 OCCURS W/ ST6215 1 3/4" FRM EDGE EA. SIDE 2- FLR. SHEATING PER PLAN 0/ 2X6 F.J. 0 16" O.C. W/ R-19 INS 3-2-2X BLK'G 4- 4X GIRDER PER PLAN 5- A-35 EA. SIDE 6- 8"X 8" X2" P.T. PLATE W/ V DIA X.B. 7- CONC. PIER 8- 4X4 CRIPPLE POST W/ 2- A35F TO GIRDER 3 F 2 C u u C C C C is PHD HOLDOWN NTS r SIMLDWNP OPHD HO SHEAR PANEL MODEL NO 1 SSTS ANCHOR SOLT SIZE Le NO. OF SOS t/,-X3 WOOD SCREWS ALLOWABLE LOADS STUD SUPPORTS FOR 2- 2X AND GREATER VERTICAL WOOD MEMBE PHD2-SDS3 SSTB20 16 '/a 10 3610 PHD5-SDS3 SSTS20 16 14 4685 PHD6-SDS3 SST628 24%" 18 5860 PHD8-SDS3 SSTS28 24 %" 24 6730 1 1. 'SIMP' EPDXY -TIE TO PER PLAN RFB m5X8 W/5" MIN. 2 EMBEDMENT DEPTH C TO CONC. AT 4 '/2" MIN. SILL PLT. —5v7 I - FROM END, 12 " MIN. C FROM EDGE. SPACED PER w 3: FOUNDATION PLAN 0 0- W UJ 2. EXISTING CON(. FOOTING DRILL HOLE (CLEAN OF DEBRIS) 2 (n 0 :2 w 3. END RIM JST. OR SLKG FILL W/ A307ALL THREAD ROD 0 4. 16" LONG 2X SHIM OR 48" O.C. St SIMPSON SET EPDXY OX.B.O. 5279) C 2X BLOCK 2. SPECIAL INSPECTION FRM CORNER & L 5" L F Ic REQUIRED \Lj u 1111- 1- ROOF SHV—G 0/ 2X ROOF RFTR. r Y4" FRM EDGE C PER PLAN OX6 STARTER BOARD -SHIPLAP- AT EXPOSED EAVES) 2 ALL-THREO NOTES: MODEL DIX 2 2- 2X4 FLAT LOOKOUT 0 32" O.C. NO DRILLED Le C NOTCH INTO FIRST RAFTER 7 A. DRILL HOLES PER MANUF.SPECS. (DIA.) C 3- B.N. SET 1 :Y4"I MIN. B. A307EPDXY THREATED0 RODS W/ SIMPSON IC815279 a 4- (2)- 16d 0 EA. 2X4 L J PH02-SDS3 Y4 10" C a u 0 2-0- D.C. PHD5-SDS3 10'. 5- A-35 jS OR SEE SHEAR WALL SCHEDULE OR U.N.O. PHD6-SDS3 C 6- 2X STUDS 0 16" O.C. 7- SHEAR WALL PER PLAN PHD8-SDS3 J.- 10" SEE SHEAR WALL SCHED. a _j FOR SHEAR TRANSFER 0 WHERE OCCURS a SHEAR WALLS 8- 2X BLK'G 0 48" O.C. or, IL FIRST BAY ONLY C U SHEAR TRANSFER AT 10 A.B.AT EXISTING FTNG PHD HOLDOWN NTS AT EXISTING FTN'G C F SEE SHEAR WALL SCHED. FOR SHEAR TRANSFER 0 SHEAR WALLS OVERLAP CEILING JST. 12" MIN. AS REQUIRED------ 15 SHEAR TRANSFER (2 ROWS) 1. 2X OR 3X STUDS PER PLAN & S.W. SCHEDULE 2. E.N. 3. B.N. 4. S.N. 5. PLY'D SHT'G PER PLAN 6 2- 2X RAFTERS NAILED TOGETHER 7 2- 2X TOP PLT. 8. SIMP. A35 0 16" O.C. 9. SIMP A35F 0 16" O.C. 10. CL'G JST. PER PLAN It WALL FINISH PER PLAN 12. SOLID BLK'G It M 2 C 2 3 C 2 4 2 EL 6 62�w_tL 7 LL 9 1- 2X STUD WALL PER PLAN cz 2- 2X4 PLT. w 3- SHEAR WALL WHERE OCCURS 4- 2X BLK'G OR LL RIM JST. 5- 3/4" PLYW'D SHEAT'G PER PLAN 0/ 2X FLR.JST. z PER PLAN W/ R-19 INS. 6- G.I. MUDSCREED AT EXT. WALLS 7- A-35 0 16** O.C. C 8- 2X4 P.T. D.F MUDSILL W/ A.B. C PER PLAN W/ 21/2"X21/2" X 5t 8- 5tl1/4"'" .�. THK. PLATE WASHER Lu 9- CONCRETE FTN'G PER PLAN 15" MIN 10- (1) *4 REEBAR TOP 8t BOT. cl 114 *1 lom mm Como 1. 1. 1 a. Eq as w 1 z F.G. Co �.51 8" L3.5-j 15" MIN 0*3 m PREPrL. n ARED BY: D 0 A 0 m r6l� Protesionat Engineering Services IGNACIO OCHOA, PE LIC. RCE 35217 PH 714/ 841 0643 7692 QUEBEC DR HUNTINGTON BEACH CALIFORNIA 92648 0CH0AI OAOL. COM rA&MM 12 SITE: < 0 0 < z < w or z Vj ro A 3 �D I OWNER: 1335 SO FT I -STORY ADDITION (FAMILY ROOM, STUDY, 1.5 BATHS 2- BEDROOM EXPANSION, LIVING ROOM EXPANSION REMOVE ALL EXISTING ROOF ALL NEW ELECTRICAL LIGHTING DETAILS DRAWN: 1.0. CHECKED: , D ATE: -------- ---------- JOB NO: FEB-11-05 SHEET NUMBER: Z5 D-1 PREPARED BY: I Q FAT jfir4*Q1 AIXC'H�l :'moo. v�" V' es or v a Ai !3SS `41ALL �10- riioin ral any i oon i cc-p1ekAco,ldSy ME S�� - 31, ull "q Nkk G R PLAI�411'11N'C"" FIRNAL C(3T 11 1 � wad WALL LEGEND Y fc 0 IGNACIO OCHOA, PE Lic. RCE 35217 z < PH 714/ 841 064.3 7692 QUEBEC DR HUNTINGTON BEACH CALIFORNIA 92648 z 0CH0AIQAOL.COM w w REVISIONS 0 A 0 1 Au- 17-05 , 0 A2 f 1 "0 6HAN&6 AL t- —T— 0 w fn z 0 z SITE: 0 it (L Cc a 0 T z z 2 c/) 0 z z to t C6 vi w F- uj O w T� LLI 0: (n z w OWNER: Z I Z D JOB DESCRIPTIOW. 0 REMOVED EXISTING WALLS AND REPLACE WITH NEW IN KIND. REMOVE 875 so FT OF EXISTING SUBFLOOR AND REPLACE WITH NEW (FLOOR JOISTS, GIRDERS AND SHEATHING) 0 z 0 FIELD 0 REVISIONS 0 LLE DRAWN: 1.0. CHECKED - DATE: JOB NO y FEB -11-05 SHEET NUMBER: R-1