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Home My WebLink About10147864.pdftrs E Cif Lillie King Park W ColUmbinS, A�e W W Curie Ave Santa.Ana W-13611 Ave coco -W Al;yioe---Ave c- vd -0 E Juniper Ave park. 05 ati ler Ave En C75 (D ?.I .2 U, co 0 A (v E Alton Ave 0 En- E Columbifte Ame E MacArthur Blvd Murphy Ave .3814 Alder. St,, Santa Anaf L CA 192707 <11' Ava 05 0 X- Cowan M 3: E row q 16 Al I - -W11' I Of- , 1ST FLOOR SQ FOOTAGE 2,$190 SQ FT I'JEW—M& W-W, I WE 101 W- OKFAW A!, 601-al 221-10 7/8" 2%1 yyr VIi &--0 3/8" 2% CURB Alder S 4 a S. RULER ST C L P ER Nit IT TY P ECT PLBG M7,01H GRADING PEFUNMTI— 10/ occ. V A) CODE EDITION—,-� —ay. - FLOOD --Z"0ME------ FLOOD 1 MICROFILM RAUANT &'kkRR-iER Q-' ROOF YES AID: PA PLAN, IV, -F4-KGWVT0PQN MASTERLD- �.� —=-�.. ` :,�_ �.,Ca31t;: �,.,�,� ,gym. DISCR, ACTIaN -rwr,�. Landscape PI^M'. FLAMER, E., 2 ?LANIN"MG a-FOUIRED YES— NO_ YYNI TA C T ,ONTACTPI-110�-, (714) 667-2700 6, 0 a xisoax% Ma SAQ ARCHITECTURAL MV ACCEVE ED FOR POWNS'Ll SEPARATE--: PERV115TS ARE REQUIRED FOrRs 11 ELECTRICAL, PLUINHEDC-1 & 14SECHANICAL PLANS This set of plzips and pecifications must be kept Oil th", 10b at all times aild it 13 In gr.;�,tvjjo to malke y changos Or alterations oq sarj,-, iviihout viriften Peri-RisSiOD from the City of Santa Ana. The accspta1100 Of th-13 r,ar and spedificallOns SHAIL NOT Val of the vi�a,�,�uGm of any be held to approval r Mate e Lm,4- provisionz,,I� Mfl- Accepted CITY10F SANU, A ANA BUILDING Z00"NE R-1 ' N S T U C T 10 N T Y P E v N DESCRIPTION S.F.H. Wil I NOR' IF �,- iNDEr"A" I � M¢i CHECKED: MAHIR BARKHO ry PI 3,1 r-y FLOOR PLAN" SCALE.- 114 pp - I � - 0 pf EXS,ISTING FLOOR PLAN FLOOR PLAN NOTES SCALE: 114 P- 0 vv 1. ALL F-UFMOR DOORS SHALL BE CHECKED: M YHER STR1PRED 2. WALL INSUL4 770N SHA LL BE R- 13 MAHIR BARI�,HO 3. ROOF INS VIA TION SHALL BE R-30 4. UNDER FLOOR INSULA TION SHALL BE R- 19 J. ALL RECEPTACLES IN KITCHENAND DATE: GARAGE SHALLBE GM OUTSIDE SIDE RECEPTACLES SHALL BE WEATHERPROOF FEB 95 2005 6. LAMPS USED INLVAONARlESFOR GENERAL LIGHTING INKITCBENANDR4THROOA&SHALLHAMEFPYCIENCY OFNOTLESS THAN 40LUAMNS PER WATT 7 ALL WINDO" SMLL BE DUAL PANE SCALE: 8 ALL BEDROOA&AND HALL AREAS THATACCESS 114f IF -OPP BEDROOMS SHALL HAVE SMOKE DETECTORS HARD WIRE WffHBAYTERYBACK UP 9 DETECTORS SHALL SOUND ANALARMAUDIBLEINALL SLEEPING AREAS OF THE UNIT. SEC77ON 310.9. 1. SHEET: 10, PROVIDE 30"X 22 " A TTlC ACCESS IL FANS SHALL HAVE 5 AIR CHANGES PER HOUR a 12. SILL HEIGHT SHALL NOT EXCEED 44"ABOVE THE FLOORS 13 THE E ev A&RGENCYDOOROR07NDOWSHALLBEOPENABLE s ? FROWT V HE INSIDE TO PROVH)E A FULL CLEAR OPENING WITHOUT THE USE OFSEPAR47E TOOLS. SECTION 310.4.1 F16 ib EXSISTING FOOTING M NEW FOOTING NOTE: 1 SHEAR BOLTS USE 112"X 7 " SROPSONBOLT WISET HIGH STRENGTH EPDXY MIN EMBED = 4114 HOLD-DOWN USE 518X 13 SAIPSONA. BOLT W/SET HIGH STRENGTH EPDXY MIN. EMBED =10" ALL HOLD-DOWN SHOULD HAVE 4X4 POST NOTE: 2 SHEAR BOLTS USE 518"X 8"SIMPSONBOLT W/SET HIGHSTRENGTHEPDXY MIN. EMBED = 5" USE 718X 18"SMIPSONA. BOLT W/SET HIGHSTRENGTHEPDXY MIN. EMBED =15" ALL HOLD-DOWN SHOULD HAVE 4X4 POST FOUNDATION NOTES 1. CONCRETE SHALL ATTAIN 2500 PSI IN 28 DAYS 2. ANCHOR BOLTS SHALL BE 518 DIA. X 10"MIN EMBED MIN. 7 AT 60" O.C. AND 12"FORM ALL SPLICES AND CORNERS UNLESS NOTED OTHERWISE. 3. CONCRETE SLAB TO BE 3112" THICK UNLESS NOTED OTHERWISE 4. BOTTOMPLATES SHALL BE TREATED D.F. 5. ALL HOLD DOWN HARDWARE SHALL BE IN PLACE PRIOR TO INSPECTION. 6. FOR ANCHOR BOLT SPACING AT SHEAR WALLS SEE SHEAR WALL SCHED. 7. SLAB SHALL HAVE EVANSIONJOINTS 8. 3112" CONC. STOOP AT EACH EXTERIOR DOOR UNLESS NOTED OTHERWISE SCALE 114" = I ' - 0 '® FEB 9 11 SCALE: 114° =1' -Off SHEAR WALL SCHEDULE (PER 1997 USC) WALL TYPE & NAIL SPACING ALLOWABLE ANCHOR BOLTS UPPER FLOOR MARK (COMMON OR GALV. BOX) SHEAR, PLF (7" MIN. INTO CONCRETE) SILL NAILING A35 SPACING A7/8" STUCCO 6"x6" O.C. 3/8" CDX PLYWOOD W/ 8d NAILS 0 4" AO.C. @ EDGES AND @ 12" O.C. IN 380 5/8" @ 36" 16d @ 4" 18" 10 FIELD. USE 3" WIDE FRAMING (*760) (' S/8" @ 32") <-- DBL. SIDED V 16d @ 2-) MEMBER AT ADJOINING PANEL EDGES AND SINGLE 3" SILL PLATE. 3/8" CDX PLYWOOD W/ 8d NAILS @ 3" O.C. @ EDGES AND @ 12" O.O. IN 490 5/8" @ 28" 16d @ 3.5" 14" 11 FIELD. USE T WIDE FRAMING (`880) (' 51W @ 16") <---- DBL. SIDED (° 16d @ 3.5") MEMBER AT ADJOINING PANEL EDGES AND SINGLE 3" SILL PLATE P, 1° 4 x 10 HDR (E) 4x6HDR II: ::u �H71Ifi7 10.5° FIRE STOPS AT THE FOLLOWING LOCATIONS PER SECTION 708.2.1 1. IN CONCEALED SPACES OFSTUD WALLSAND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL; 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCHAS OCCUR AT SOFT7TS, DROP CEILINGS AND COVE CEILINGS, 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUNAND BETWEEN STUDS ALONG AND INLINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED; 4. INOPENINGSAROUND VENTS, PIPES, DUCTS, CHIMNEYS, FTREPLACESAND SIMILAR OPENINGS WHICHAFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. 1. WINDOW SILL HEIGHT SHALL NOT EXCEED 44"ABOVE THE FLOOR 2. HANDRAILS AND EXTENSIONS SHALL BE 34"TO 38"ABOVE NOSING OF TREADS AND BE CONTINUOUS 3. THE HANDGRIP PORTION OFALL HANDRAILS SHALL BE NOT LESS THAN 1-114 INCHES NOR MORE THAN 2 INCHES IN CROSS -SECTIONAL DIMENSIONN, HANDRAILS PROJEC77NG FROM WALLS SHALL HAVE AT LEAST 1-112INCHES BETWEEN THE WALL AND THE HANDRAIL. 4. ENDS OFHANDRAILS SHALL BE RETURNED OR SHALL HAVE ROUNDED TERMINAT IONS OR BENDS. 5, THE WALLS AND SOFFITS OF THE ENCLOSED USABLE SPACE UNDER INTERIOR ,STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE AS REQUIRED FOR ONE HOUR FIRE -RESISTIVE CONSTRUCTION. SECTION 1003.3.3.9. 6. ATTIC VENTILA77ON OPENINGS SHALL BE COVERED WITH CORROSION -RESISTANT METAL MESH WITH MESH OPENINGS OF 114 INCHIN DIMENSION. SECTION 1505.3. 7. GARAGE REQUIRES ONE -HOUR FIRE PROTECTION ON THE GARAGE SIDE OF WALLS TO THE ROOF SHEATHING. TABLE 3 B, SECTION 302.4. 8. GARAGE SHALL HAVE SELF -CLOSING DOOR, EITHER I -318"SOLID CORE OR A LISTED 20 MINUTE ASSEAMLYFOR OPENINGS BETWEEN GARAGEAND DWELLING. SECTION 302.4. 1. COMMON OR BOX NAILS MAYBE USED EXCEPT WHERE OTHERWISE STATED. 2. NAILS SPACED AT 6" (152 AM) ON CENTER AT EDGES, 12 " (305 MI) AT INTERMEDIATE SUPPORTS EXCEPT 6" (152 MM) AT ALL SUPPORT WHERE SPANS ARE 48" 0219 A" OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTIONS 2315.3.3 AND 2315.4 NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING. 3. COMMON OR DEFORMED SHANK 4. COMMON. 5. DEFORMED SHANK 6. CORROSION -RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OFSECTION 2304.3. 7. FASTENERS SPACED 3 " (76MM) O.C. @ EXTERIOR EDGES AND 6" (152 A" O.C. @ INTERMEDIATE SUPPORTS. 8. CORROSION -RESISTANT ROOFING NAILS WITH 7116 " DIAXIE TER (II MM) CROWN AND 1-118 " (29) LENGTH FOR % " (12.7AIM) SHEATHING AND 1314 " (44 AM) LENGTH FOR 25132 " (20 MM) SHEATHING CONFORMING TO THE REQUIREM&NTS OF SECTION 2304.3. 9. CORROSION -RESISTANT STAPLES WITH NORMAL 7116" (11 AM) HEAD AND 1112" CROWN AND 1118" (29MM) LENGTH FOR %" (12.7MM) SHEATHING AND 1314 " (44 A" LENGTH FOR 25132 " (20 MM SHEATHING CONFORMING TO THE REQUIREMENTS OFSECTION 2304.3. 10. PANEL SUPPORTS AT 16" (406MM) [20 " (508 AM) IFSTRENGTHAMS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED) .CASING OR FINISH NAILS SPACED 6" (152 A" ON PANEL EDGES, 12" (305 MM) AT INTERMEDIATE SUPPORTS. 11. PANEL SUPPORTS AT 24" (610 MM). CASING OR FINISH NAILS SPACED 6" (152 AM) ON PANEL EDGES, 12" (305 MM) AT INTERMEDIATE SUPPORTS. FRAMING NOTES NOTES d. (*- ) IN THE TABLE DESIGNATES THAT SHEAR WALL SHEATHING IS TO BE APPLIED ON BOTH FACES OF THE WALL. 2. ALL PLYWOOD EDGES MUST BE BLOCKED W 2X SOLID BLOCKING. FIELD NAILING SHALL BE 12" O.C. FOR STUDS SPACED AT 16" O.C. AND 6" O.C. OTHERWISE. 3. PAPER BACKED SELF -FURRING EXPANDED METAL LATH WITHICBO APPROVAL. 4. WHERE ALLOWABLE SHEAR VALUES EXCEED 350 PLF, FOUNDATION SILL PLATE AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING PROMABUITING PANELS SHALL NOT BE LESS THAN 3-INCH NOMINAL MEMBER, NAILS SHALL BE STAGGERED. 5. WHERE PLYWOOD IS APPLIED TO BOTH FACES OFA WALL AND NAIL SPACING IS LESS THAN 6INCHES ON CENTER ON EITHER SIDE. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OF FRAMING SHALL BE 3-INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 6. ALL CONTINUOUS EXTERIOR FOOTING SHALL HAVE 518"X 10"A.B. @ 6' O.C. FOR MONOLITHIC POUR CONCRETE SYSTEMAND 518"X 15"A.B. FOR NON MONOLITHIC POUR CONCRETE SYSTEM UNLESS AT SHEAR WALL PANEL WHERE ANCHOR BOLTS SHALL BE INSTALLED PER SHEAR WALL SCHEDULE. 7. ALL INTERIOR NON -BEARING F70TING'S SHALL HAVE 7132"SHOT PINS @ 32"0.C. & 48" O.C. RESPECTIVELY. 8. ALL ANCHOR BOLTS SHALL HAVE PLATE WASHERS A MINIMUM OF 2"X 2 " X 3116" THICK NAILING SCHEDULE 1. JOIST TO SILL OR GIRDER TOENAIL 3-8d 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d 3. 1 " X 6" SUBFLOOR OR LESS TO EACHJOIST, FACE NAIL 2-8d 4. WIDER THAN 1"X 6" SUB FLOOR TO EACHJOIST, FACE NAIL 3-8d 5. 2" SUBFLOOR TO JOIST; OR GIRDER, BLIND & FACE NAIL 2-16d 6. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAILING I6d @ 16" O.C. SOLE PLATE TO JOIST OR BLOCKING 3-16d pe-16 " 7 TOP PLATE TO STUD, END NAILING 2-16d 8. STUD TO SOLE PLATE 4-8d, TOENAIL OR 2-16d, END NAPL 9. DBL. STUD, FACE NAIL I6d @ 24" O.C. 10. DBL TOP PLATES, TYP FACE NAIL 16d @ 16" O.C. DBL TOP PLATE, LAP SPLICE 8-16d 11. BLOCKING BETWEENJOIST OR JOIST TO TOP PLATES TOENAILL 3-8d 12. RIMJOIST TOP PLATE, TOENAIL 8d @ 16" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d 14. CONT. HEADER, TWO PIECES 16d @ 16" O.C. ALONG E,4 SIDE 15. CEILING JOIST TO PLATE, TOENAIL 3-8d 16. CONT HEADER TO STUD, TOENAIL 4-8d 17. CEILING JOIST LAPS OVER PARTITION, FACE NAIL 3 -16d 18. CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3 -16d 19. RAFTER TO PLATE, TOENAIL 3-8d 20. 1 " BRACE TO EACH STUD AND PLATS FACE NAIL 2-8d 21. 1 " X 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2-8d 22. WIDER THAN I "X 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 3-8d 23. BUILT-UP CORNER STUDS I6d @ 24 " O.C. 24. BUILT UP GIRDER AND BEAMS 20d @ 32 " O.C. @ TOP AND BOTT AND STAGGERED 2 - 20d @ ENDS AND @ EACH SPLICE 25. 2 " PLANKS 2 - I6d @EACHBEARING 26. WOOD STRUCTURAL PANELS AND PARTICLEBOARD SUB FLOOR AND WALL SHEATHING PTO FRAMING) 1/2" AND LESS-----6D 3 19132 " - 314 "----8d 4 OR 6d 5 7/8 " - I "-----8d 3 1 118 " -1 114 ....... I0d 4 0R 8d 5 COMBINATION SUB FLOOR - UNDERLAYMENT (TO FR4311ING) 314 " AND LESS-----6D 5 718" - I "-----8d 5 1 118 " -1 114 "----IOd 4 OR 8d 5 27 PANEL SIDING (TO FRAMING) 112 "-----6d 6 5/8 "-----8d 6 28. FIBERBOARD SHEATHING 112" ----NO 11 GA. 8 OR 6d 4 OR NO 16 GA. 9 25132 "----NO I GA. 8 OR 8d 4 OR NO 16 GA. 9 29. INTERIOR PANELING 1/4"-----4d 10 3/8 "----8d I1 1. ALL LUMBER TO BE D.F. 92 OR BETTER 2. ALL BEAMS TO BE D.F. 41 OR BETTER 3. WHERE TRUSSES ARE USED, TRUSSES SHALL NOT BEAR ON INTERIOR WALL UNLESS INDICATED OTHERWISE. 4. ALL HARDWARE SHALL BE OFAPPROVED TYPE. 5. ROOF SHEATING SHALL BE %2"CDX PLY OR OSB W/ 8d NAILS AT 6112. 6. FACIA SHALL BE D.F. OF SPRUCE UNLESS NOTED OTHERWISE. 7. EAVES SHALL HAVE SHIP LAP UNLESS NOTED OTHERWISE. 8. ALL ROOF OPENING SHALL HAVE FLASHING. 9. ALL EXTERIOR WALLS SHALL BE 2X4 STUDS AT 16" O. C. UNLESS NOTED OTHERWISE. ALL PLUMBING WALLS SHALL BE 2X6 STUDS AT 16" O. C. 10. ALL EXPOSED PLYWOOD SHALL BE CCX. 11. FLOOR SHEA77NG SHALL BE 518" T & G PLY" GLUED AND NAILED IOD 6112. 12. A.I.T.C. CERTIFICATE OF COMPLIANCE FOR GLUED LAMINATED WOOD MEMBERS SHALL BE GIVEN TO THE BUILDING INSPECTOR PRIOR TO INSTALLATION, SECTION 2304 1. COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. 2. NAILS SPACED @ 6" O.C. @ EDGES, 12" @ EXCEPT 6" @ ALL SUPPORTS WHERE SPANS ARE 48" OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL & PARTICLE BOARD DIAPHRAGMS & SHEAR WALLS, REFER TO SECTIONS 2315.3.3 & 2315.4 NAILS FOR WALL SHEATHING MAY BE COMMON 3. COMMON OR DEFORMED SHANK 4. COMMON 5. DEFORMED SHANK 6. CORROSION -RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OF SECTION 2304.3. 7. FASTENERS SPACED 3 " O.C. @ EXTERIOR EDGES & 6" @ INTERMEDIATE SUPPORTS, 8. CORROSION -RESISTANT ROOFING NAILS W/ 7116" DIA. HEAD & 1-112 " LENGTH FOR %" SHEATHING & 1-314 " LENGTH FOR 25132 " SHEATHING, CONFORMING TO THE REQUIREMENTS OF SECTION 2304.3. R CORROSION -RESISTANT STAPLES W/ NOMINAL 7116" CROWN & 1-118 " LENGTH FOR %z " SHEATHING & 1-112" LENGTH FOR 25132" SHEATHING CONFORMING TO THE REQUIREMENTS OFSEC77ON 2304.3. 10. PANEL SUPPORTS @ 16" CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES, 12 " @ INTERMEDIATE SUPPORTS. II. PANEL SUPPORTS @ 34" CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES, 12" @ INTERMEDIATE SUPPORTS. 4'-O" MIN. 4'-O" MIN. JOINT JOINT PLATE SIZE 4 NUMBER OFF NAILS SEE SGHID. ! 1/2" 511 20d 06"(3x6 TES) I6d 06" MINI. JOINT LA " " 1, 1, ip'l 142 MI . Ml 5OLT5 5EE SGHED. 50HEDULr= �, NO NAILS OR BOLTS EA. SIDE OF JOINT PLATE SIZE VALUE A 8-16d NAILS 2-2x 6a0 B 12-I6d NAILS 2-2x 1040 G 16-I6d NAILS 2-2x IS80 D 2-3/4441 BOLTS 2-2x 1440 E 3-8/4"4; BOLTS 2-2x 2160 F 4-5/4"41 BOLTS 2-2x 2680 6 1 5-3/4"0 BOLTS 2-2X 5600 SCALE. 1/.4' =1 ® -Off SHEET: m •e. w.y F 0 ,r. FIRE STOPS AT THE FOLLOWING LOCATIONS PER SECTION 708.2.1; I. IN CONCEALED SPACES OFSTUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL; 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFTTT'S, DROP CEILINGS AND COVE CEILINGS; 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERSAT THE TOP AND BOTTOM OF THE RUNAND BETWEEN STUDS ALONG AND INLINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED; 4. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICHAFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. �7fii�li17f7(1'AC7 1. ALL LUMBER TO BE D.F. 42 OR BETTER 2. ALL BEAVLS TO BE D.F. 41 OR BETTER 3. WHERE TRUSSES ARE USED, TRUSSES SHALL NOT BEAR ON INTERIOR WALL UNLESS INDICATED OTHERWISE. 4. ALL HARDWARE SHALL BE OF APPROVED TYPE. 5. ROOF SHEATING SHALL BE Y2"CDX PLY OR OSB W18d NAILS AT 6112. 6. FACIA SHALL BE D.F. OFSPRUCE UNLESS NOTED OTHERWISE. 7. EAVES SHALT. HAVE SHIP LAP UNLESS NOTED OTHERWISE. 8. ALL ROOF OPENING SHALL HAVE FLASHING. 9. ALL EXTERIOR WALLS SHALL BE 2X4 STUDS AT 16" D. C. UNLESS NOTED OTHERWISE. ALL PLUMBING WALLS SHALL BE 2X6 STUDS AT 16" O. C. 10. ALL EXPOSED PLYWOOD SHALL BE CCX. 11. FLOOR SHEA TING SHALL BE 518" T & G PLY GLUED AND NAILED IDD 6112. 12. A.L. T.C. CERTIFICATE OF COMPLIANCE FOR GLUED LAMINATED WOOD MEhIBERS SHALL BE GIVEN TO THE BUILDING INSPECTOR PRIOR TO INSTALLATION, SECTION 2304 GENERAL NOTES 1. WINDOW SILL HEIGHT SHALL NOT EXCEED 44"ABOVE THE FLOOR 2. HANDRAILS AND EXTENSIONS SHALL BE 3 4 " TO 38"ABOVE NOSING OF TREADS AND BE CONTINUOUS 3. THE HANDGRIP PORTION OFALL HANDRAILS SHALL BE NOT LESS THAN 1-114 INCHES NOR MORE THAN 2 INCHES IN CROSS -SECTIONAL DIMENSION HANDRAILS PROJECTING FROM WALLS SHALL HAVE AT LEAST 1-112 INCHES BETWEEN THE WALL AND THE HANDRAIL. 4. ENDS OF HANDRAILS SHALL BE RETURNED OR SHALL HAVE ROUNDED TERMINATIONS OR BENDS. 5. THE WALLS AND SOFFITS OF THE ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE AS REQUIRED FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION. SECTION 1003.3.3.9. 6. ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION.RESISTANT METAL MESH WITH MESH OPENINGS OF 114-INCH IN DIMENSION. SECTION 1505.3. 7. GARAGE REQUIRES ONE -HOUR FIRE PROTECTION ON THE GARAGE SIDE OF WALLS TO THE ROOFSHEATHING. TABLE 3 B, SECTION 302.4. 8. GARAGE SHALL HAVE SELF -CLOSING DOOR, EITHER 1-318" SOLID CORE OR A LISTED 20 MINUTE ASSEMBLYFOR OPENINGS BETWEEN GARAGE AND DWELLING. SECT ION 302.4. NAILING SCHEDULE I. JOIST TO SILL OR GIRDER TOENAIL 3-8d 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d 3. 1 "X 6" SUBFLOOR OR LESS TO EACHJOIST, FACE NAIL 2-8d 4. WIDER THAN I"X 6"SUB FLOOR TO EACH JOIST, FACE NAIL 3-8d 5. 211SUBFLOOR TO JOIST; OR GIRDER, BLIND & FACE NAIL 246d 6 SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAILING 16d @ 16" O.C. SOLE PLATE TO JOIST OR BLOCKING 346d per 16" 7. TOP PLATE TO STUD, END NAILING 2-16d 8. STUD TO SOLE PLATE 4-8d, TOENAIL OR 2-16d, END NAIL 9. DBL. STUD, FACE NAIL 16d @ 24 " O.C. 10. DBL TOP PLATES, TYP FACE NAIL 16d @ 16" O.C. DBL TOP PLATE, LAP SPLICE 8 -16d 11. BLOCKING BETWEENJOIST OR JOIST TO TOP PLATES, TOENALLL 3-8d 12. RIMJOIST TOP PLATE, TOENAIL 8d @ 16" O.C. 13. TOP PLATES, LAPSAND INTERSECTIONS, FACE NAIL 2 -16d 14. CONT, HEADER, TWO PIECES l6d @ 16" D.C. ALONG EA SIDE 15. CEILING JOIST TO PLATE, TOENAIL. 3-8d 16. CONT. HEADER TO STUD, TOENAIL 4-8d 17. CEILING JOIST LAPS OVER PARTITION, FACE NAIL 3 -16d 18. CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3 -16d 19. RAFTER TO PLATE, TOENAIL 3-8d 20. 1 "BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d 21. 1 "X 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2-8d 22. WIDER THAN 1 "X 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 3-8d 23. BUILT-UP CORNER STUDS 16d @ 24" O.C. 24. BUILT UP GIRDER AND BEAMS 20d @ 32 " O.C. @ TOPAND BOTT. AND STAGGERED 2 - 20d @ ENDS AND @ EACH SPLICE 25. 2 " PLANKS 2 -16d @EACH BEARING 26. WOOD STRUCTURAL PANELS AND PARTICLEBOARD SUB FLOOR AND WALL SHEATHING (TO FRAMING) 112"AND LESS---6D 3 19132 " - 314 "-----8d 4 OR 6d 5 718 " - I "----8d 3 1 118" -11/4 ....... l0d 4 OR 8d 5 COMBINATION SUB FLOOR - UNDERLAYMENT (TO FRAMING) 314 " AND LESS----6D 5 718 " -1 "-----8d 5 1 118 " -1114 "-----lOd 4 OR 8d 5 27. PANEL SIDING (TO FRAMING) 112 "-----6d 6 518 "-----8d 6 28. FIBERBOARD SHEATHING 112"-----NO I I GA. 8 OR 6d 4 OR NO 16 GA. 9 25132 "----NO 11 GA. 8 OR 8d 4 OR NO 16 GA. 9 29. INTERIOR PANELING 114 "----4d 10 318 "-----8d 11 1. COMMON OR BOX NAILS MAYBE USED EXCEPT WHERE OTHERWISE STATED, 2. NAILS SPACED @ 6" O.C. @ EDGES, 12" @ EXCEPT 6" @ ALL SUPPORTS WHERE SPANS ARE 48" OR MORE FOR NAILING OF WOOD STRUCTURAL PANEL & PARTICLE BOARD DIAPHRAGMS & SHEAR WALLS, REFER TO SECTIONS 2315.3.3 & 2315.4 NAILS FOR WALL SHEATHING MAYBE COMMON 3. COMMON OR DEFORMED SHANK 4. COMMON 5. DEFORMED SHANK 6. CORROSION- RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OFSEC77ON 2304.3. 7. FASTENERS SPACED 3 " O.C. @ EXTERIOR EDGES & 6" @ INTERMEDIATE SUPPORTS. 8. CORROSION -RESISTANT ROOFING NAILS W1 "6" DIA. HEAD & 1-112" LENGTHFOR Y2 " SHEATHING & 1-314 " LENGTH FOR 25132" SHEATHING, CONFORMING TO THE REQUIREMENTS OF SECTION 2304.3. 9. CORROSION -RESISTANT STAPLES W/NOMINAL 7116" CROWN & 1-118 " LENGTHFOR 1/z " SHEATHING & 1-112 " LENGTH FOR 25132 " SHEATHING CONFORMING TD THE REQUIREMENTS OFSEC77ON 2304.3. 10. PANEL SUPPORTS @ 16" CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES, 12 " @ INTERMEDIATE SUPPORTS. 11. PANEL SUPPORTS @ 34" CASING OR FTNISHNAILS SPACED 6" ON PANEL EDGES, 12" @ INTERMEDIATE SUPPORTS. 1. COMMON OR BOX NAILS MAYBE USED EXCEPT WHERE OTHERWISE STATED. 2. NAILS SPACED AT 6" 052 MM) ON CENTER AT EDGES, 12 " (305 MM) AT INTERMEDIATE SUPPORTS EXCEPT 6" (152 Mid) AT ALL SUPPORT WHERE SPANS ARE 48" (1219 MM) OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTIONS 2315.3.3 AND 2315.4 NAILS FOR WALL SHEATHING MAY BE COMMON BOX OR CASING. 3. COMMON OR DEFORMED SHANK 4. COMMON 5. DEFORMED SHANK. 6 CORROSION- RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OFSECTION 2304.3. 7. FASTENERS SPACED 3 " (76MM) O.C. @ EXTERIOR EDGES AND 6" (152 Aaf) O.C. @ INTERMEDIATE SUPPORTS. 8. CORROSION -RESISTANT ROOFING NAILS WITH 7116" DIAMETER (11 MM) CROWNAND 1-118 " (29) LENGTH FOR Y2 " (12.7MM) SHEATHING AND 1314" (44 MM) LENGTHFOR 25132 " (20 AM) SHEATHING CONFORMING TO THE REQUIREMMNTSS OF SECTION 2304.3. 9. CORROSION -RESISTANT STAPLES WITH NORMAL. 7116" (II Aft HEAD AND 1112 " CROWN AND 1118 " (29 MM) LENGTH FOR Y2 " (12.7MM) SHEATHING AND 1314 " (44 MM) LENGTH FOR 25132 " (20 MM SHEATHING CONFORMING TO THE REQUIREMENTS OFSECTION 2304.3. 10. PANEL SUPPORTS AT 16" (406 MM) [20 " (508 AM) IFSTRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED] .CASING OR FINISH NAILS SPACED 6" (152 MM) ON PANEL EDGES, 12" (305A" AT INTERMEDIATE SUPPORTS. 11, PANEL SUPPORTSAT 24" (610ARd). CASING OR FINISH NAILS SPACED 6" (152 MU) ON PANEL EDGES, 12 " (305 MI) AT INTERMEDIATE SUPPORTS. L DATE: FEB% 001 SCALE: 1141 = I ® ®®aa COMPOSITE ROOF W/ #15 FELT OVER 1/2°CDX PLYWOOD (ROOF TO MATCH EXSISTING) PER UBC 1507 NOTES: ATTIC = 483 SQ FEET 1501483 = 3.22 SQ FEET OF VENTING NEEDED SEC" TION A - A z -r SCALE 114" = � � - " SCALE: 114" = 1.0 - 0" IRP Al CUM -At x - e"' SCALE: 114 °� _ 1' p - 0 YP COMPOSITE ROOF W/ #15 FELT OVER 1 /2" CDX PLYWOOD COMPOSITE ROOF W/ #15 FELT OVER 1/2" CDX PLYWOOD (ROOF TO MATCH EXSISTING) PER UBC 1507 DOUBLE TOP PLATES 2X FACIA FINISH FLOOR rm n — 2X FACIA ' )UBLE TOP PLATES STUCCO 8' FINISH FLOOR 6,-411 2X FACIA ' DOUBLE TOP PLATES FINISH FLOOR 1.3 c S 1 a c7itJ 1 '-2- co 1 5 C.{- r',l 15 aLd-- CQ Ja TZb j2_ 1I 6ti M L-,o.TDb� 7 Ty s s� DATE: FEB 95 2005 SCALE. 114c _ I o —OPP SHEET kilo o.. 4'-7#v DOUBLE TOP PLATES 2X FACIA 8® STUCCO NOTES. ATTIC = 483 SQ FEET 1501483 = 3.22 SQ FEET OF VENTING NEEDED COMPOSITE ROOF W1 #15 FELT OVER 1/2"CDX PLYWOOD (ROOF TO MATCH EXSISTING) MINI Lom-lo-lim STUCCO--, L EF T E L E VA TI 0 A` SCALE.- rid' = I p - 0 pf STUCKO_S� SCALE 114 pf = If - 0 fg 4 12 STUCKO� SCALE 114 ff = I p - Opp STUCKO____ COMPOSITE ROOF Wl 015 FELT OVER 1/2"CDX PLYWOOD (ROOF TO MATCH EXSISTING) EXSISTING I NEW ADDITION c__ STUCKO___) FINISH GRADE DOUBLE TOP PLATES / I 2X FACIA STUCCO FINISH FLOOR fall' ull''YON MIR, CA MAHIR BARKHO xf, DATE: FEB 99 2005 V, SCALE: 114f I P -OFF SHEET: NOTE: EMBEDMENT INTO EXIST FOOTING REQUIRE SIMP. EPDXY "SET" SYSTEM 11Y CL WITH E SHEATHING OR STUCCOPER PLAN 2X4 STUD " 2"x4" PT PLATE D E TA I L NEW FOOTING ��--� NEW FOUNDATION 56 AS. 7" INTO CONCRETE 12' FROM CORNER AND 6' O.C. MAX. #4 REBAR @ 24° O/C EA AB. WITH 2"A2'"16" PLATE WASHER SLABlMESHWIRE EX. FOUNDATION W MIN 6 MIL POLYETHYLENE MOISTURE BARRIER MEMBRANE WITH T SAND BASE 2 #4 TOP AND BOTTOM '--_SEE DETAIL A _�- E: L _ — \ NEW FOUNDATION #4 REBAR @ T $ B EX. FOUNDATION D r ""rA 'E I A I L G NEW FOUDATION TO EXSISTING «j FLAT 2X4 Co 24" NAIL TOP CHORD WJ2-16d MIN. ONE BRACE 0 EA END OF SHEAR — WALL SHEAR PANEL TO MATCH WALL — BELOW E.N. A356 24" _ MAX(U.O.N.) SHEAR WALL PER PLAN. — (FULL HEIGHT) NOTCH RAFTER FOR E.N. OUTRIGGER H3BRACE F4AXq 645 DETAIL \2X BUGS WIA34 EACH ENO, BRACE Q 32" PER SCHEO. W A34 0 TOP PLATE & 3-16 d TO BLKG CEILING JOIST BRACE MAX. LENGTH 1-2X 6'-3" 2-2X 12'-S" 4X 14'-0° DETAIL 'C ROOF n c T 1 6 -)A 9? n r ELECTRICAL LEGEND SYMBOL DESCRIPTION uEtt�I �Et 1"EL Pox ffiI.IIJO PAM Wr UCd(7 INN cEaZm Ixw mTL%E O 11W Itactasm LIGM fvnl E VV IIOWEAVr.LSGWFVnVlE g- IYX'Cl1AIWA1lA LN:ifT PIZT4at .: 1tW wAu Lxefr PORUGa fR saiGte eotas+rt:ra TIMM WAY9val"CI F kM WAY SWITCH iA ooweaa mcm W I ovgvooe awrtal �1 I I W CUKia kWlnACU INN o{M M AUX"ACLE UROUM FAULT INTEAUREU �' 11!N,DUTLDt a6C6IPA.CjE - -.wi WGTHER"booP cwaa .DUPIlJC aECEPTA4R = azczrrACLS DW, P MICMACi: a Tum"w.11EIAc=l . TSAVLV0M NIw . L fXlOa Oti1Pt'A4 OI.TTO� 'tJ TIiJOPG6'[AY ow" DfSFGTaE } Lei DCNACIIT Pam B 000tC38M S Hu �y ,laq N.�rN y Z-Aq'j;wTJc' b2' T 4L- p f � sTER BDRIVI DO it 3 if I II \\ !I KITCHEN NOOK II II � II / i 9 AND CHECKED: MAHIR BARKHO DATE: FEB 9, 2005 SCALE: