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HomeMy WebLinkAbout10151384.pdfa: REVISIONS DATE BY NOTESAV FIRST ISSUE 09-12-05 L-2001 CALIFORMIA ENERGY CODE (TITLE24, PART 6) 5' PROPERTY LINE 2.-2001 CALIFORNIA BUILDING CODE(CBC) 3.-2001 CALIFORNIA ELECTRICAL CODE (CEC) 4.-2001 CALIFORNIA MECHANICAL CODE (CMC) 1, CONTRACTOR SHALL, PRIOR TO COMMENCEMENT OF WORK, FIELD VERIFY m Zu £6� � `&- pfi ;;t � � � - 5.-2001 CALIFORNIA PLUMBLING CODE (CPC) } ALL EXISTING PROJECT CONDITIONS, INCLUDING DIMENSIONS AND UTILIT LOCATIONS AND UTILITY SIZES, YA v3 a, `> CONTRACTOR SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL WORK AN C AV MATERIALS - INCLUDING THOSE FURNISHED BY SUBCONTRACTORS, 25` Y VACINITY MAP WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES;DO NOT r,.. � YN, � � - ([� SCALE DRAWINGS TO DETERMINE ANY LOCATIONS, THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES, PRIOR TO CONTINUING WITH WORK, - YARD �_ �, 3 S a „ m EXIST. , 1, _ 1235 S.F � .�.r.. n � .....�, � - ---__ _ � � � �� �� � SITE � o 2< ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF ALL IYARI)TWO CAR GARAGE M 1 l _x -�_ ® 00 APPLICABLE BUILDING CODES, THE AMERICANS WITH DISABILITIES ACT, fw 462 S.F. �. �� _ .}..� AS WELL AS ALL OTHER LOCAL GOVERNING CODES AND ORDINANCES, - K,� CCS : t r "i �' L_ � 3, ALL ELECTRICAL, MECHANICAL, AND PLUMBING WORK SHALL CONFORM f TO THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED AUTHORITIES, HAVING JURISDICTION, - ..� a tvd _ VV Same Ana Btvd R C 4, THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER 5 -; AND SECURED BY THE GENERAL CONTRACTOR, ALL OTHER REQUIRED URASTRUCTURAL `� PERMITS SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR OR 20'-6. 5' T E . ,�-�w t!} SUBCONTRACTOR DIRECTLY RESPONSIBLE,— �� A �� _ r E.'.�i,7T r' 3''"p 2s.37 -"` We 5, CONTRACTOR SHALL ASSIST OWNER IN ❑BTAINING FINAL APPROVAL OF Gs r. PM i k., -°p$ - S s�w� t. LOCAL HEALTH DEPARTMENT AND THE TEMPORARY ADN FINAL PROPOSED � � CERTIFICATES OF OCCUPANCY, m., k, ; NOT. • . EGEAD Y,f g`9» , . ADDITION �__ EXIST. , N a.., _ .<"r „.::x Deb. a NO SCALE a w. _ v# 6, CONTRACTOR SHALL PROVIDE BACKING FOR SUPPORT OF 246 S.F. ALL WALL, CEILING, AND PARTITION MOUNTED ITEMS SUCH AS .�.�YIS'.T.INi�r AREA Cu :�. DRIVE SAY � a LIGHT FIXTURES, SHELVING, EQUIPMENT, AND TELEVISIONS. N N e OT COORDINATE LOCATIONS AND REQUIREMENTS WITH THE PLUMBING, MECHANICAL, ELECTRICAL DRAWINGS, PROPt�,�S DAREA BUILDING SUMMA 1 .a 12 ii -s• 2 -zo G SS 7, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL AREA TOB�'DEMO µ EXISTING UTILITIES, WETHER SHOWN HEREIN OR NOT, AND TO PROTECT EXIST THEM FROM DAMAGE, THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR a WATER HEATER a THE REPAIR OR REPLACEMENT OF UTILITIES AND ALL OTHER PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH EXECUTION OF WORK, L72, { } EXISTING TWO CAR GARAGE AREA SQ. FOOTAGE 462 S.F. 8, CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION IN ACCORDANCE `�- .�/ EXISTING LIVING AREA SQ. FOOTAGE 1244 S.F. WITH ALL APPLICABLE BUILDING CODES, j EXISTING FRONT PORCH SQ. FOOTAGE 86 S.F. 1 CONTRACTOR SHALL PROVIDE REQUIRED PROTECTION INCLUDING, BUT NOT PROPOSED FIRST FLOOR ADDITION AREA SQ. FOOTAGE 246 S.F. a` LIMITED TO, SHORING, BRACING, AND ALL OTHER SUPPORTS (INCLUDING TOTAL AREA SQ. FOOTAGE 2038 S.F. ENGINEERING OF SYSTEMS) NECESSARY TO MAINTAIN OVERALL STRUCTURAL L C EL"E T PLB LOT SQUARE FOOTAGE 6448 S.F. INTEGRITY OF THE BUILDING, EXISTING P�H,TY ALL DEMOLITION AND CUTTING SHALL BE PERFORMED IN A MANNER AND PE HOUSE f,1-_C11 ° '`�!NG LOT COVERAGE 31.60 % BY THE METHODS WHICH ENSURE AGAINST DAMAGE TO EXISTING WORK,, 1244 S.F. E FIST G sS, 9. INTERIOR WALL AND CEILING FINISHES SHALL NOT EXCEED FLAME SPREAD CLASSIFICATIONS DICTATED BY ALL APPLICABLE BUILDING CODES, EXISTING F�p L LEGAL DESCRIPTION 10, GYPSUM BOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO ALL LOCAL GOVERNING BUILDING CODES AND ORDINANCES, 1L ALL GLASS AND GLAZING SHALL COMPLY WITH ALL APPLICABLE BUILDING q CODES AS WELL AS THE U.S, CONSUMER PRODUCT SAFETY COMMISSION, EXIST. , LOT 8 SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (47 FR, FRONT PORCH TRACT N/A PAGE 829 GRID D3 13516 TITLE NO, 16, CHAPTER 11, PART 1201), 86 S.F. , 12, PIPES, CONDUITS, OR DUCTS EXCEEDING ONE THIRD OF THE SLAB ❑R,..., MAP BOOK MEMBER THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE io �s -a• i6 -s• s ZONING R-1 UNLESS SPECIFICALLY DETAILED, REFER TO MECHANICAL, ELECTRICAL, CITY SANTA ANA PLUMBING, ADN STRUCTURAL DRAWINGS FOR LOCATION OF SLEEVES AND COUNTY ORANGE OTHER ACCESSORIES, STATE CALIFORNIA 16. EXTERIOR OPENINGS SHALL COMPLY WITH ALL SECURITY REQUIREMENTS A.P.N. 007-183-02 AS OUTLINED IN ALL LOCAL BUILDING CODES AND ORDINANCES. EXIST. 1& ROOF OBSTRUCTIONS SUCH AS TELEVISIONS ANTENNA SOLAR PANELS CONST. TYPE �N GARDEN M NUMBER OF STORIES AND GUY WIRES SHALL NOT BE LOCATED OR INSTALLED IN SUCH A WAY AS TO PREVENT FIRE DEPARTMENT ACCESS OR EGRESS IN THE EVENT OF A FIRE, I . Contractor Shall verify all reg,uirements, material 5pe01f1cation5, conditions - and dlmen51on5 Shown on plans against actual Sob Site, floor plan and W SHEET INDEX manufacturer's re uirement5 to check for an required tolerances for s., . U�� _. a - �. r a Y � � � .; . � Jc�� PROPERTY LONE �`�4. Z C foundation layouts, such a5, gap at mod -lines. Notify Engineer of the following: abnormal conditions, deficiencies, discrepancies, clarification, mi5under5tanding5, typos, mistakes, items m1551ng from drawings, m155jng reference, detall5 or notes before proceeding. p g T- I TITLE SKEET/PLOT PLAN ° 2. There Should be a construction meetin before roceedin with construction. EXISTING w E.RIUEWAYACCESS A- I EXISTING FLOOR PLAN c Z' PROPOSED FLOOR ADDITION PLAN NOTE: -.. z SEPERATE PERMITS ARE REQUIRED FOR EACH (BUILDING), (ACCESaRY s S-1 FOUNDATION PLAN z BUILDING), (POOL OR SPA), (FENCE/WALL), (RETAINING WALL), 5w 3 (MECHANICAL), (ELECTRICAL), (PLUMBING). ROOF FRAMING PLAN & w ANTA ANA BLVD. -- ,�-. ,"_. " N STRUCTURAL DETAILS DESIGN LOADS: ROOF LIVE LOAD: 20 psf RE c E I P 2005 w . ; SIT'E"'� PL SKEET # /33 FLOOR LIVE LOAD: 40 psf ROOF DEAD LOAD: 10 psf SCALE 1 /8" _ � _Olt � � �� ��°��� � � FLOOR DEAD LOAD: 8 psf ..r WIND LOAD: 70 MPH, EXP.,,C" EXISTING ELECTRICAL PANEL ... EXIST. WATER HEATER {E) 31 t; l SCALE: 1/8" = 1'-O" MMT. - W FACIA T.O.P. I; To 1 4� PROPOSED 20'-6" 20'-6" %. - I t o PROPOSED a o �► 0 o N ADDITION, 246 S.F. 4.•12 � 4.12 > C4 EXIST. 4.12 ! 4.12 EXIST TWATER) EATER � WATER MATER I 4.12 4.12 { - 4.12 4.12 EXISTINGASPHALT ©MPQSIT PN EXISTWGASPFIA.LT COABIOSI 9N SHINGLES , CLASS'A " SHINGLES CLASS 'A' 1 4•I2 I 4.12 4.12 4•I2 1 4.12 � � � 4.12 -4 4.1z � <_-- --a 4•r2 EXISTING ROOF PLAN PROPOSED R0F PLAN SCALE : 1/8" = 1'-0" SCALE: 1/8" = 1'-O►' 40 YEARS COMP. ROOFING WJ #15 PELT CLASS A 01172" CDX.OR OSB PLYIVD. SESATHiNG FRONT ELEVATION SCALE :1/8" =1'-0" 40 YEARS COMP. ROOPA'O W, #15 FELT CLASS A bl la' CDX.OROSB PLYWD. SHEATHWG �d MEMNON MEMEMM - MEN REARIlI� 11 EI I�I � II III O ll�� 40 YEARS LLl A LLL ♦ l 1 1 1 V 1� SCALE: 1/8" = P-O" 40 YEARS COMP. ROOPWO Wf#15 PELT CLASS 01112" CDX. OROSB PLYWD, SHEATEWO RIGHT ELEVATION SCALE: 1/8" =1'4' NOTE NEW WINDOWS MUST MATCH EXISTING SINGLE SLIDING VINYL ELEVATION NOTES A) 2x8 FACIA TO MATCH EXISTING 12" OVER HANG TO MATCH EXISTING. B) PROVIDE ATTIC VENTILATION. THE REQUIRED VENTILATION AREA RATIO IS 1/150 OF ATTIC AREA OR 1/300 OF ATTIC AREA IF AT LEAST HALF OF THE VENT AREA IS PROVIDED BY VENTILATORS LOCATED MORE THAN 3 FEET ABOVE EAVE VENTS PROVIDING THE REMAINING PORTION OF THE VENT AREA. USE VENTS: 2 VENTS, TYPE: HALF -ROUND SQUARE- TAIL SIZE: 24"x 12" OPENINGS SHALL HAVE 1/4 INCH CORROSION RESISTANT METAL MESH COVERING. (1505.3) A) Ix8 SIDING TO MATCH EXISTING W/ 2x4 SIDING AROUND WINDOWS AND DOOR .NOTE NOTES. ELECECTRIC& MOTS M_ATERIAL� 1, ALUMINUM WIRE SHALL NOT BE USE IN ELECTRICAL WIRING WITHIN THE DWELLING UNIT. WORKMANSHIP 1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL CODES, RULES AND REGULATIONS OF GOVERNING AGENCIES AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. INSTALL6TION L ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO WEATHER SHALL BE "WEATHER PROOF'. 2. RECEPTACLES IN KITCHEN AND BATHROOM SHALL BE INSTALLED ABOVE WORK TOP UNLESS OTHERWISE NOTED ON PLANS. 3. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" (APPROX.) ABOVE FLOOR. 4, WALL SWITCHES ARE TO BE MOUNTED AT 42" ABOVE THE FLOOR, UNLESS NOTED OTHERWISE BY THE DESIGNER. 5. PROVIDE TWO 20 AMPERE SMALL APPLIANCE CIRCUITS AT THE KITCHEN, DINING ROOM AND BREAKFAST AREAS, 6, PROVIDE A SEPARATE 20 AMPERE LAUNDRY CIRCUIT, 7, PROVIDE GROUND FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION AND ALL BATHROOMS, POWDER ROOMS, OUTDOOR RECEPTACLES, GARAGES AND KITCHEN COUNTERTOPS, 8. RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 FEET, MEASURED HORIZONTALLY, FROM AN OUTLET IN THAT SPACE. 9, IN KITCHEN AND DINING AREAS, A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH COUNTER SPACE WIDER THAN 12 INCHES AND SO THAT NO POINT ALONG THAT WALL LINE IS MORE THAN 24 INCHES FROM A RECEPTACLE IN THAT SPACE, 10, A RECEPTACLE OUTLET SHALL BE INSTALLED IN ANY USABLE WALL SPACE 2 FEET OR MORE IN WIDTH, 11, PROVIDE TWO METHODS OF ELECTRICAL GROUNDING; A. CLAMP AT HOSE BIB, R ONE ADDITIONAL #4 BAR-20' LONG IN FOOTING AT ELECTRICAL METER LOCATION FOR UPPER GROUND, 12. BATHROOM CIRCUITING SHALL BE EITHER= A) A 20 AMPERE CIRCUIT DEDICATED TO EACH BATHROOM, B) AT LEAST ONE 20 AMPERE CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLES OUTLETS. 13, BEDROOM BRANCH CIRCUITS WILL BE ARC FAULT CIRCUIT PROTECTED, MAX. FLUSH VOLUMES AND FLOW RATES WATER CLOSETS: 1.6 GALLONS PER FLUSH BLOWOUT TYPE EXEMPT) URINALS: 1.0 GALLONS PER FLUSH SHOWERS HEADS: 2.5 GALLONS PER MINUTE FAUCETS: 2.2 GALLONS PER MINUTE (SINKS AND LAYS) CODES & ORDINATES. I.- SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF HARD -WIRED SMOKE ALARMS EQUIPPED WITH BATTERY BACKUP, 2.- ALL EXISTING DOORS AND WINDOWS LEADING TO THE PROPOSED AREA SHALL BE WATER PROOF, 3,- ALL SCREENED PANELS SHALL BE REMOVABLE, 4,- 40 YEARS COMP, SHINGLES ROOFING W/#15 FELT CLASS A 0/ 1/2" CDX, PLYWOOD, 5.- WALL COVERINGS IN SHOWERS OR TUBS SHALL BE CEMENT PLASTER, TITLE OR APPROVED EQUAL- TO 70' ABOVE DRAIN. GLASS & GLAZING IS IN ACCORDANCE WITH CBC CHAPTER 24 SECTIONS 2403,2404 & 2406 6,- USE 2x6 STUDS FOR PLUMBING WALLS, 7.- ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING FECE GRAIN PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS, i 8,- EXISTING 221x30" ATTIC ACCESS WITH 30" MINIMUM HEADROOM IS LOCATED IN HALL WAY, 9.- PROVIDE ATTIC VENTILATION EQUAL TO 1/150 OF AREA TO BE VENTED, DORMER GALVANIZED VENTS ROOF TYPE; HALF -ROUND SQUARE- TAIL SIZE; 24"x 12" 10.- REGARDLESS OF THE OCCUPANT LOAD, THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE FLOOR OR LANDING SHALL NOT BE MORE THAN ONE -INCH LOWER THAN THE THRESHOLD OF THE DOOR WAY, LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS, WHICH MAY HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2'/. SLOPE), ll,- LANDIGS AT DOOR SHALL HAVE A LENGTH MEASURED IN DIRECTION OF TRAVEL OF NOT LESS THAN 36 INCHES, 12)- ALL EXISTING DOORS AND WINDOWS LEADING TO THE PROPOSED AREA SHALL BE WATER PROOF. 13,- PLUMING FACILITIES, INCLUDING LAUNDRY FACILITIES, SHALL BE PROVIDED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE SECTION 413.0 AND CPC TABLE 4-1. 14.- IN EVERY BEDROOM AND BASEMENT, PROVIDE ONE OPENABLE ESCAPE WINDOW MEETING (24" HEIGHT AND 20" WIDTH MINIMUM AND A SILL HEIGHT NOT OVER 44" ABOVE FLOOR, OFFICE ROOM CANNOT BE USED AS A SLEEPING BEDROOM, 15,- GLASS AND GLAZING IN DOORS AND ENCLOSOURES FOR BATHTUBS AND SHOWERS SHALL HAVE CATEGORY II CLASSIFICATION PER CBC CHAPTER 24 AND UBC STD, 24-2, SECTIONS 2403,2404, AND 2406. 16.- PROVIDE FIRE BLOKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILING AND FLOOR LEVEL AND AT 10' INTERVALS BOTH VERTICAL AND HORIZONTAL, 17,- A DOOR MAY OPEN AT LANDING THAT IS NOT MORE THAN 7 1/2 INCHES LOWER THAN THE FLOOR LEVEL PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING. 0 N EX�S: WATER HEATER V AaIDOW (E) 3640 (E) 6068 S.D. Q 1 AFCI=@ ARC FAULT CIRCUIT REVISIONS DATE BY INTERRUPTER GFI=@ GROUND FAULT INTERRUPTER FIRST ISSUE 09-12-05 $ SWITCH S.D SMOKE DETECTOR CEILING MOUNT FIXT. --0- FAN io WALL HUNG LIGHT FIXTURE (W.P) .� HOSE BIBS/ 0 HOSE SPIGGOT W/NON REMOVABLE ANTI-SIPLON DEVICE 06 a F_"_�7 U. -IA ai /A 'ATTIC ACCESS C M M o r '12et > Y) NOTE 6� ` v GENERAL LIGHTING FIXTURES IN BATHROOM AND KITCHEN SHALL HAVE LAMPS WITH A EFFICANCY OF AT LEAST 40 LUMEN PER WATT. a DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES L7 SHOULD BE FULLY TEMPERED, LAMINATED SAFETY GLASS C OR APPROVED PLASTIC. �3 2 0 r - 6 H 9'-1" �P 40 =IOW W . @AFCI AFCI AFCI •=Iry f�' NEW NEW Zo �° BA � � T� 422\ BE.�ROOMI o o 12f 00 AFCI 1 GFI /i j l'`�y h■■■� AFCI � AFCI / s.D 2668 (E) 6 � � o 0-0 1 G, NOT A BERING I p WALL Y (EXIST) 1 S,D W. CLOSE. ■ EXIST. BEDROOM j TO CONVERT TO COMPUTERROOM � _ (EXIST.) NOT A BERING BEDROOM2 WALL (EXIST) (EXIST) + + DD.I11T.,W(�'r "TCBE.N + + s.D II REF. (EXIST.) LIVING -ROOM S.D EXISTING ELECTRICAL PANEL 00 10 1 Q WINDOW (E)6040 w 1 I FRONT P Rv./_TAr S.D (N) 2468 S.D (E) 4068 E_, (C (EXIS T) (E) 2668 CL, ?ATH 3,-0„ 0 iY7 22° (EXIST) 40 0 1 I -% BEDROOM ..3 ig I Af/ I I// A (E) 2668 (E) 4068 S.D C.LOzSET CLOSET (E) 2668 (E) 4068 i S,D �o W , WINDOW (E)6040 N u z M� M � a W con I� ice/ � N SHEET # A-1 (e) SLAB & FOOTING (n) SLAB & FOOTING a d t'J EXISTING BLD'G. I NEW ADDITION 9/16"dia HOLE 3" ",#4 DOWELS 0 24"o/c 6+ 21_011 EPDXY FILL #4 X 30" REBAR EMBEbBED AT EXISTING FTG. ON 1" DIA. HOLE WITH EPDXY ET 22 SPECIAL INSPECTION REQUIRED S-1 r2 NEW CONC. SLAB TO EXIST. FTG s-1 2X RIDGE SIMP, A35 0 16" O.C. 2x FACIA 2-2X4 TOP PLATE E.N. LUS26 HANGERS BUILD WALL TO FOLLOW (SET IN KERF CUT) / SLOPE OF ROOF TYP LION / 2X RAFTERS @ 16" O.C. SIMP A35 0 24" '(3.C. 2X CLG JOISTS 0 16" O.C. r/ FIRE BLOCK AS REQ'D R-13 INSULATION s-i E.N. 2-2X4 TOP PLATE , CONTINUOS SHEAR PANEL --' PER SCHED. 2X4 STUDS ® 16" O.C. — _ I EXISTING BLD'G. NEW ADDITION EXISTING 2x4 STU (e) SL, 2x LEDGER W/ 2-16d 0 12"O.C. }� —2X 2X RAFTERS _.._IA _,_... In--` -2X CEILING JOIST 2x LEDGER W/ 2-16d CAD 12"O. C. INTERIOR FINNISH SLAB & FOOTING 9/16"dia HOLE/ 1#4 DOWELS ® 24"o/c EPDXY FILL 9 S-1 7t8" Stucco or Shear panne) See DWGs 2x4 @ 16" O.C. wail framing 4"GONG. SLAB, R•13 Batt. Incl. 6X6-W1XW1.4WWM 6 MIL VAPOR BARRIER 51wX12" AB wIT plate wshr Eft oc max, 12"comers max 144 bar T&B 2" sand P.T. 2x plate SIMP. HD-2 4x POST, MIN. G.1. stucco ground —CONC. SLAB 0 0 6" earthlwood clearance o COLD JOINT � _ A ANCHOR BOLT EMBEDMENT n TO MEET REQUIRMENT OF '. A, • SIMP. HD-2A W/SSTB18 m ( � � I �— 4 4 1 3/4" MIN. 12" FOR Of STORY 16" FOR TWO STORY 3 4 S-1 S-1 R30 2x rafters @16" OC r-1/2" CDX or OSB index 24-0 8d 6-12 A35 each rafter bay 8d perimeter nailing @ 6" OC �� v /-- 2x pressure blacking 2x ceiling joists @16" OC —// '*" ` t "``�— 2x fascia Spike 4-16d rafter to CJ 1/2" drywall 7/8" thick stucco over 16ga netting R13 over grade D construction paper 7/8" staples @ 6" oc 2x wall framing 5 S-1 SIMSPSON STRAP 24" LONG --� EVERY 32" OC 12 (MATCH EXIST)IO:- 2x RIDGE BOARD____ �� PER PLAN COLLAR TIE 244 0 48" O.C. LUS26 HANGERS (SET IN KERF CUT) TYP UON 6 ROOF AT RIDGE S-1 X' (MIN) ROOF SHEATHING .2x RAFTERS PER PLAN 12 ®(MATCH EXIST) SHEAR WALL SCHEDULE -- 20,_6„ 3/8" CDX PLYWD OR OSB W/ 8d COMMON NAILS @ 8'-0" 3 6'-0" 6A "O,C, EX & 12" O.C, FX, EXTEND FROM TOP PLATE S- S! TO MUD SILL, MIN, 4"-0" WIDE, SIMP. A35 @ 24" O,C, °s� 0 AT TOP PLATE TO RAFTER W/ SOLID BLK'G, TYP, 16d @ 6" O,C, @ SOLE PLATE 5/8" DIA, A,B, — — — — — — -� I W/ 2 " X 2 " X 1/4" PLATE WASHER C, ( — — — — — NEW FOOTING ` @ 48" O,C, AT MUD SILL PLATE, .' 3 3 F/// I S-1 �_1 I Imo— I I a j CONCRETE STRENGHT: 2,500 PSI MIN. a( I 2Y 4" CONC, SLAB W/ #4 @ 24'O.C, I I tips w EA. WAY OVER 2" SAND, OVER w ' 0 I I z 6 MIL, VAPOR BARRIER, OVER 2" SAND z I �b4 II 1 (I f 1 y- LD II I .L_ __— __ _ .� — — — — — _6' — — EXISTI OOTIN e — — — --z--}�11 I C3 C3 l I NOT A BERING (EXIST.} z ( I #4 X 30" DOWEL @ TOP ( I WALL { I #4 X 30" DOWEL @ TOP & BOT EMBED 4" INTO I X X ( & BOT EMBED 4" INTO EXISTING CONC FTG, w EXISTING CONC FTG, SEE DETAIL SEE DETAIL 2 S_ EXISTN3EZ)ROOM TO CONVERT TO 10 COMPUTER ROOM (EXIST) "TCH.LN NOT A BERING WALL \=1 s X 3' Ron .NOTE;' LEGEAD 1, NOTCHING AND BORING OF JOISTS SHALL NOT EXCEED CBC SECTION 2320,83 ALLOWANCES, 2, NOTCHING OF EXTERIOR AND BEARING/NON BEARING WALLS SHALL NOT EXCEED 25% / 40% RESPECTIVELY, BORED HOLES IN BEARING/NON BEARING WALLS SHALL NOT EXCEED 40% / 60% RESPECTIVELY,IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8" TO THE EDGE OF THE STUD, 3, FOR HEADER AND TRIM DETAIL SEE 7-S1 4, ALL PLUMBING WALLS ARE TO BE FRAMED WITH A MINIMUM OF 6" STUDS, 5, PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILING AND FLOOR LEVEL AND AT 10 FT, INTERVALS BOTH VERTICAL AND HORIZONTAL, (708,2) 6, THE HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION, (1605,22) 7, FOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED PLATE WASHER UNDER EACH NUT AND THE NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING, PLATE WASHERS A MINIMUM OF 2" BY 2" BY 3/16" THICK SHALL BE USED ON EACH BOLT,(1806,6,1) / 2-2X4 TOP PLATE 4- 4X 4X HEADER 2X, 1-2X4 TRIM STUD w/ red O 12" O.C. S-1 ROOF DIAPHRAGM 1/2"' PLYWOOD SHT'G, PJ, 24/0 W 8d @ 6" ❑,C, EX & 12" O,C, FX "ITT- ill 5 I x CLNG, .f0I,LS'T 2x USE 2x4 RAFTERS = �-r 1 J AND 2x6 RIDGE �o �'f 0. Typ FOR CALIFORNIA vx !may I77 -1 = 1 cy I i �- 4x6 HDfA4x6 HDR1I� MSTC36 CONNECT NEW WALL TO rr NOT A BERING EXISTING WALL = WALL TOP PLATES I ���(EX-lj�'�T'.y,��y�+ I YY , (..�LrCJ.rJ�i T -J EXIS7: BEI3ROOM TO CONVERT TO 'o 11 �1 CO.��'UTER ROOM I (EXIST) ' NOT A BERING BEDROOM 0 WALL (EXIST:) ilk x d- ILVI 1 11 IMIS 'I 0 ad TO HEADER KING STUD REVISIONS DATE I BY FIIMST ISSUE 09-12-05 0 p �,1 M yCU � `"I p �• Imo�r-,,