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HomeMy WebLinkAbout10137202.pdf-501-91t wm"O'AL NA"TES GENEK u %A ��,„,Jj v /111 V ,0,., 6' 0"EXISTING - WOOD FENCE I "ANTAO"'WNER PROPERTY 17 LINE TRUCOR, INC, r NEW C/O: STEPHAN Y HALES v 23052—H ALICIA PARKWAY, #611, %-' SINGLE FAMILY MISSION VIEJO, CA 92692 o z RESIDENCE 949. 378.2100VJ �c W O LEGAL3 ilkw 12 W. RAYMAR ST. LOT 1 OF BLOCK 282 OF TRACK 1470 ADDITION TO THE TOWN OF SANTA ANA, z Santa Ana, California COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK o � 10 PAGE 28 OF MISCELLANEOUS RECORDS. r �, O SITEINFORMATION �.w h'd Q 0 o r O SITEADDRESS: o e. 1242 W. RAYMAR STREET 0- DESIGNER: SANTA ANA, CA O'-all __2a1-a" 131-011 HUDGINS DESIGN APN: 010-282-001 INDICATES CALIFOR t 27626 PASEO SONATA .,... ., ..., : n. , ,....:w... ,,..., . RAN CALIFORNIA 92675 F ARE r' SAN JUAN CAPIST O, FLOOR AREA: 1456 SQ.FT. _.____._....._ ._._._____ TEL:949.322.7922 Q FAX: 949.488.8940 GARAGE AREA: 460 SQ.FT. I j PORCH AREA: 66 SQ.FT. j I 4 I W. CONTRACTOR: TOTAL AREA: 1982 SQ.FT, p � �� I z j I U- LOT AREA: 6,826 SQ.FT. (50.75W X 134.50D) o LOT COVERAGE BY STRUCTURE: 29% ROOF MATERIAL TO BE: ASPHALT I I a COMPOSITION SHINGLES, CLASS "A" I 4 : 12 r I 4 : 12 I ' RATED PER U.B.G. SECTION 3 (d) I ��,` ___ _ _ V 9 AND CITY OF SANTA ANA ( co ROU"F P"'LAN NUA0w"hTESw`REQUIREMENTS (25 YEAR CORIP). I I W �� j z A. ROOF SLOPE: TYPICAL ROOF SLOPE = 4:12 U.N.O. W it. B. ROOF OVERHANG: 18 AT SAVE (U.N.O.) 0 4 :12 I PROJECT INFORMATION o ti ► C. ROOF MATERIAL: COMPOSITION ASPHALT SHINGLES - I 'A �'-6" � I I "ELK" PROPERTY OWNER: TRUCOR, INC ELK PRESTIQUE SHINGLES U.L.#790 & #990 OR EQUAL. �' �' I C/O: STEPHANY HALES 23052-H, ALICIA PKWY., #611 _ MISSION VIEJO, CA 92692 T— P T SHALL z I I � ARMPRO � O�` TEL: 949.378.2100 D. DORMER VENTS TO BE SELECTED BY BUILDER. NE FREE AREA PER VENT S A BE 100 SQ. IN. MIN. 1 6 w _ VI ' � ( 4 : 2 G3 4 : 12 I -4 PROJECT ADDRESS: 12 W. RAYMAR STREET s ELEC. METER TO BE E. G.I. SCREENED AND LOUVERED DORMER VENTS — SEE ATTIC VENT SUMMARY FOR I FLUSH MOUNTED Po � . . � ZONE: 01 tom- I t ASSESSORS PARCEL NO: 010-282-001 e LEGAL DESCRIPTION: TRACK 1470, BLOCK 282, LOT 1 ADDITIONAL INFORMATION. 1 I ..4, CA ' F. CALIFORNIA FRAMED ROOF AREA UNLESS OTHERWISE NOTED. PROVIDE CUT—OUTS - I I 11 THROUGH SHEATING BELOW FOR VENTILATION OF CALIFORNIA FRAMED ROOF AREAS. 4:12 a VERIFY SIZE AND LOCATION OF CUT—OUTS WITH STRUCTURAL ENGINEER. I ti� WOOD W '7 I ( GATE t I � g 1 pop x IL I I I o u Z 5 KUK0 T I u" N IN T ES' I I I tr: LOT SIDE 6826 SQ.FT. ( C N 0"% T 9 N I r BUILDING SIZE INDICATES CONSTRUCTION NOTES I W W • p FLOOR AREA 1456 SQ.FT. SEE NUMBERS BELOW I ( Z QNT i GARAGE AREA 460 SQ.FT. j 4 : 12 4 : 12 1 i-.- "°'?11 LV 4-4 PORCH AREA 66 SQ.FT. J I CL C �'. ' TOTAL 1982 SQ.FT. 6. PROVIDE NEW IRRIGATION AND LANDSCAPING IN PARKWAY PER CITY I `� ��°r�.� I �"—. I O � SITE COVERAGE 29% STANDARD. REPAIR OR REPLACE SIDEWALK AS NEEDED. 7. PROVIDE (1) 24 BOX TREE PER CITY STANDARDS CONTACT GREG o y I w FERNANDEZ AT 714.647.3330(NOTE: TREES TO BE CONSTRUCTED A MINIMUM OF '� I 4 =12 o 10'-099 FROM SEWER LATERAL.. ._msw .,: �_; u _., .___.�.... I .�. � 0 SUBMITTAL SET 8. PROVIDE UNDERGROUND UTILITIES. PAINT ALL UTILITIES T0� MATCH THE �� HOUSE COLOR (TYP).REVISION DATE 9. NO FREE STANDING SIGNS OR VISUAL OBSTRUCTIONS NIGHER THAN 2.5' ARE SHRUBS PLANNING SUBMITTAL �� JUL 20 ALLOWED WITHIN THIS AREA. AL NO. 1 Q �` WALK PLAN CHECK SUBMITTAL 26 AUG 2002 IR ,j-- 10. EXISTING CITY TREE TO REMAIN. g r - PLAN CHECK RE —SUBMITTAL NO. 2 8 OCT 200 11. EXISTING CITY TREE TO BE RELOCATED. CONTACT GREG FERNANDEZ AT J II v 714.647.3330 FOR ASSISTANCE. I CONCRETE 12. REMOVE EXISTING DRIVEWAY AND REPLACE WITH CURB AND GUTTER PER w N DRIVEWAY LANDS APEjjl ti�,SI`� CITY STD. 1101, TYPE A-2-6. s ti. v� ti. Wl G ss�a� 13. CONSTRUCT NEW DRIVEWAY APPROACH PER CITY STANDARD #1112 :. �� .�... taw.,_. .�._:� RTY, (W=A=16, X_S) 16. CONSTRUCT NEW SIDEWALK PER CITY STD. #1104. ��t� 1 17 EXISTING POWER POLE. s N'0` EXISTING PUB IC WALKWATEwo' u T OF �.�-'` 1. INSTALL 1" WATER SERVICE AND METER BOX PER CITY STANDARD # 1401 (BY _ _t �°;��;,;4, CONTRACTOR) 5. INSTALL 5/8 WATER METER PER CITY STANDARD #1401 (BY CITY FORCES, UPON <""° 4" APPLICATION & PAYMENT OF FEES.). 14. REPAVE THE TRENCHED AREA PER CITY STD. #1150A. 13 11 L 1 10 v oil m"TEA0m` 0"kEWERIN t�. 111S R: �--- 131-611 71-6i1 — 19'-9' . 2. CONSTRUCT 4" VCP SEWER LATERAL PER CITY STD. 204A.a # 50,_911 �� � 3. CHISEL A "S" ON THE CURB FACE TO INDICATE SEWER LATERAL LOCATION. "' 15 31-a1' av, SITE PLAN 4. INSTALL CLEAN OUT TO GRADE, S S .� 15. REPAVE THE TRENCHED AREA PER CITY STD. #1150A & 1150C.APm E- 2 PCENTER LINE OF RAYMAR STREET SCALE: JOB N0: 30135 T E a 14 2'-0" DATE: 10.07.02 DRAWN BY: S.H. — ALL UTILITIES TO BE UNDERGROUND. 8„ W $" W ----- A qITF= PI A1q INDICATES FLOOR PLAN NOTES SEE NUMBERS BELOW 1. DOUBLE KITCHEN SINK 2. BUILT-IN DISHWASHER (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS). PROVIDE AIR CAP AT SINK. 3. 36" CLEAR REFRIDGERATOR SPACE - PROVIDE ROUGH -IN PLUMBING FOR ICE MAKER. NOTE: WIDTH MAY VARY WITH BUILDER UPGRADE OPTION - VERIFY. 4. MICROWAVE - PROVIDE SEPERATE ELECTRICAL CIRCUIT. (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS.) 5. RANGE AND OVEN (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS.) 6. WASHING MACHINE SPACE - PROVIDE RECESSED BOX WATER AND WASTE. 7. DRYER SPACE - PROVIDE VENT OUTSIDE AIR. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL SIZE AND LOCATION OF THE DRYER VENT AND SHALL CONFORM TO ALL THE APPLICABLE CODES AND REGULATIONS. 8. 22" X 30" ATTIC ACCESS. 9. WATER HEATER ON SLAB WITH VENTED DOORS. SKIN WALLS WITH 5/8" TYPE "X" GYPSUM BOARD. 10. WATER HEATER - PROVIDE(2) SEISMIC STRAPS - (1) TOP AND (1) BOTTOM. FINAL LOCATION OF THE WATER HEATER VENT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR AND SHALL CONFORM TO THE APPLICABLE CODES AND REGULATIONS. 11. 32" X 60" FIBERGLASS TUB WITH SHOWER ABOVE. PROVIDE CHROME ROD. 12. 6" PLUMBING WALL 13. 6" STUD WALL 14. 34" X 60" FIBERGLASS SHOWER 15. SHELF AND SINGLE POLE 16. MIRROR 17. GYPSUM BOARD SOFFIT - TOP AT 96" UNLESS NOTED OTHERWISE. 18. GUARDRAIL 36" ABOVE HIGHEST ADJACENT FINISH FLOOR. SEE DETAIL 7/D-3 PER PLAN. 19. LAUNDRY TRAY. 20. DRYER VENT LOCATION ( 5" 26" GA. G.1. - VERIFY PER CODE. 21. VANITY - SEE INTERIOR ELEVATIONS. 22. PROVIDE R-13 BATT INSULATION AT LAUNDRY ROOM WALL AS INDICATED. 23. CASED OPENING 3'-0" X 6'-8" 24. 6"X6" WOOD COLUMN 25. CRIPPLE WALL 26. SHELF 27. UNDER CABINET FLUOR. LIGHT. 28. OPTIONAL 1 /2" GYPSUM BOARD 29. MEDICINE CABINET 30. SHELF AND DOUBLE POLE 31. EXTERIOR GRADE R/S PLYWOOD CEILING 32. LINEN CABINET - SEE INTERIOR ELEVATIONS 33. PANTRY - SEE INTERIOR ELEVATION 34. PROVIDE MECHANICAL VENTILATION CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR (DUCTLESS FANS ARE NOT ACCEPTABLE IN ROOMS CONTAINING TUBS OR SHOWERS) (1203.3) 35. APPROVED SMOKE DETECTOR PER U.B.C. SEC. 310.9.1. DETECTOR TO BE PERMANENTLY WIRED AND WITHOUT A DISCONNECTION SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT PROTECTION. ALL SMOKE DETECTORS TO BE WIRED TOGETHER FOR SIMULTANIOUS ALARM. ALL SMOKE DETECTOR'S SHALL HAVE APPROVED BATTERY BACKUP. NOTES 1. PROVIDE HOUSE STREET NUMBER VISIBLE AND LEGIBLE FROM STREET. NUMBERS SHALL BE 4" MINIMUM. 2. ANTI SCALDING SHOWER AND TUB/SHOWER VALVES ARE REQUIRED. U.P.C. 410.7 r REQUIREMENTS ?kESIDENTIALSANTA ANA POLICE DEPARTMENT 1. Exterior swinging doors must be solid core, 1 3/4" thick or with panels 9/16" thick. (8-210,A) 2. Doors leading from a garage into a dwelling unit must be sold core, 1 318" thick. (9-210,P) 3. Specify that above doors be equipped with deadbolt locks approved by the Police Department (8-210,C) - specify make and model number. 4, Specify flush bolts with 5/8" i.mbedment into head and threshold on inactive leaves of exterior double doors. (8-210,E) 5. Glazing in exterior doors or within 40" of the latch must be tempered. or burglary resistant. (8-210,F) 6. Hinges for outswinging doors must have non -removable pins. (8-210,G) 7. Strikeplates must be 3 1/2" long, secured to the jamb with screws 2 1/2" in length. (8-210,H) 8. Front exterior doors to be equipped wit 1800 door viewers or clear vision panels. (8-210,1) 9. Each structure must have a street address or other identification which is visible from the street. Figures must be 4" minimum in height of a color contrasting to the background. (8-210,K1) 10. Provide an illuminated plot plan of the complex at each driveway entrance. (8-210,K2) 11. Specify light fixtures, at exterior doors, which provide one foot candle of light at ground level. (8-210,L) 12. Exterior walkways, passageways within multiple dwelling complexes must be provided with .25 foot candle of light. (8-210,M) 13. Parking lots and parking structures of multiple dwelling complexes must be provided with one foot candle of light, (8-210,N) 14. Required exterior light fixtures must be vandal resistant type. 15. Wooden garage doors must have panels 5/16" in thickness. (8-208,A1) 16. Garage doors more than 16 feet in width must have two locking points. (8-208,C) 17. Slide bolt assemblies must be attached to the door frame with non -removable bolts. (8-208,D) 1$. The slide bolt must be 3/8" in diameter. (8-208,D) 19. Windows and sliding glass doers must comply with test standards of section 8-212. Specify make and model number. (8-209,A) 20. Louvered windows may not be used within 12' vertically or 6' horizontally from any walkable surface, 1. All skylights shall be provided with rated burglary resistant glazing. ($-210) -------------------- 6040 L. SL_ I // 'IWM bt U I IUNAL UAKAUt UUUK \\ I V- - - - - - `-____..�--_____.__.__-_.._--.----._.__-T-.-_____ «.�.- .- - FLOOR PLAN SCALE: 1/4" 1'-01' NEW SINGLE FAMILY RESIDENCE �y 124S W. RAYMAR ST. Santa Ana, California h d, 27626 PASEO SONATA SAN JUAN CAPISTRANO, CALIFORNIA 92675 TEL: 949.322.7922 FAX: 949.488.8940 l PROPERTY OWNER: TRUCOR, INC c/o: STEPHANY HALES 23052-H, ALICIA PKWY., #611 MISSION VIEJO, CA 92692 TEL: 949.378.2100 PROJECT ADDRESS: 12AW W. RAYMAR STREET ZONE: R-1 ASSESSORS PARCEL NO: 010-282-001 LEGAL DESCRIPTION: TRACK 1470, BLOCK 282, LOT 1 BUILDING SIZE FLOOR AREA GARAGE AREA PORCH AREA TOTAL SITE COVERAGE SUBMITTAL SET REVISION PLANNING SUBMITTAL PLAN CHECK SUBMITTAL NO. 1 PLAN CHECK RE -SUBMITTAL NO. 2 DATE 11 JUL 2002 26 AUG 2001 8 OCT 2002 SCALE: JOB N0: 30135 DATE: 10.07.02 DRAWN BY: S.H. A 02 INTERIOR ELEVATION NOTES INDICATES i SEE NUMBERS •' ` 1. 32" X 21" DOUBLE KITCHEN SINK WITH GARBAGE DISPOSAL. 2. BUILT-IN DISHWASHER. PROVIDE SURFACE MOUNT AIR GAP IF REQUIRED. (VERIFY DIMENSIONS WITH MANUFACTURER SPECIFICATIONS). 3. 39" CLEAR REFRIDGERATOR SPACE - PROVIDE RECESSED ROUGH -IN PLUMBING FOR ICE MAKER. 4. 42" CLEAR REFRIDGERATOR SPACE - PROVIDE RECESSED ROUGH -IN PLUMBING FOR ICE MAKER. 5. BUILT-IN 30" RANGE & OVEN COMBINATION. HOOD, LIGHT & FAN ABOVE (VENT TO OUTSIDE AIR). OPTIONAL MICROWAVE. 6. BUILT-IN 30" COOK TOP WITH MICROWAVE OVEN & HOOD ABOVE (DUCTLESS) 7. BUILT-IN 24" SINGLE OVEN WITH MICROWAVE ABOVE (VENT TO OUTSIDE AIR). 8. BUILT-IN 30" DOUBLE OVEN (VENT TO OUTSIDE AIR). 9. BUILT-IN MICROWAVE OVEN (PROVIDE SEPARATE ELECTRICAL CIRCUIT). 10. BUILT-IN TRASH COMPACTOR. 11. VEGETABLE SINK WITH GARBAGE DISPOSAL. 12. PANTRY. PROVIDE ADJUSTABLE SHELVES. 13. WASHING MACHING SPACE - PROVIDE RECESSED BOX WATER AND WASTE. PROVIDE SMMITY PAN WITH DRAIN WHERE REQUIRED. 14. DRYER SPACE - PROVIDE VENT TO OUTSIDE AIR WITH RECESSED BOX AT WALL / VENT ATTACHMENT. 15. ADJUSTABLE SHELVES, 16. 20" X 18" LAUNDRY SINK. 17. BROOM CLOSET. ADJUSTABLE SHELVES. 18. 4" TOE SPACE 19. 6" TOE SPACE 20. 8" TOE SPACE 21. RETURN AIR GRILL (F.A.U.) 22. CERAMIC TILE COUNTER TOP AND SPLASH. 23. SOLID SURFACE COUNTER TOP AND SPLASH. 24. PAINT GRADE FINISH. 25. STAIN GRADE FINISH. 26. CERAMIC TILE COUNTER TOP. 27. WINE STORAGE. 28. CABINET DOOR WITH GLASS PANEL. 29. ADJUSTABLE GLASS SHELVES. 30. DRAWER OR BANK OF DRAWERS. 31. METAL FIREPLACE. SEE PLAN FOR FIRE BOX SIZE. INSTALL PER MANUFACTURER'S SPECIFICATIONS AND LOCAL CODES. 32. 36" GAS APPLIANCE FIREPLACE. VENT TO OUTSIDE AIR. INSTALL PER MANUFACTURER'S SPECIFICATIONS AND LOCAL CODES. 33. CUTTING BOARD. 34. INDICATES CABINET DEPTH. 35. PARTY SINK. 36. LOW WALL WITH WOOD TOP, SEE PLAN FOR HEIGHT. 37. LOW WALL WITH DRYWALL TOP, SEE PLAN FOR HEIGHT. 38. DRYWALL SHELF OVER PLYWOOD, SEE PLAN FOR HEIGHT. 39. LINEN. PROVIDE ADJUSTABLE SHELVES. 40. FLAT DRYWALL SOFFIT, SEE PLAN FOR HEIGHT. 41. ARCHED DRYWALL SOFFIT, SEE PLAN FOR HEIGHT. 42. OPEN SHELVES. 43. WOOD COUNTER TOP, 44. 60" X 42" OVAL TUB WITH 12" HIGH WAINSCOT OVER WATERPROOF DRYWALL BACKING. 45. SHOWER WITH 80" HIGH WAINSCOT OVER PORTLAND CEMENT, PAPER BACKED FELT, METAL LATH AND WATERPROOF DRYWALL. PROVIDE CURTAIN ROD. 46. 60" X 32" TUB/SHOWER WITH 80" HIGH WAINSCOT OVER PORTLAND CEMENT, PAPER BACKED FELT, METAL LATH AND WATERPROOF DRYWALL. PROVIDE CURTAIN ROD. 47. 60" X 34" SHOWER - FIBERGLASS. PROVIDE SHOWER ROD. 48. 72" X 42" TUB. INSTALL PER MANUFACTURER'S SPECIFICATIONS AND LOCAL CODES. (OPT. SPA TUB). 49. WOOD FRAMED SEAT OR SHELF. (SEE PLAN FOR HEIGHT) CERAMIC TILE OVER. 50. MIRROR. 51. RECESSED MEDICINE CABINET. TOP AT 72". 52. WATER CLOSET - CENTER TO BE A MINIMUM OF 16" TO VERTICAL SIDE SURFACES. 53. WINDOW - SEE PLAN. 54. PEDESTAL SINK. 55. VAN I TY. 56. CLOTHES SHUTE - SHEET METAL LINED. 57. DESK. 58. HANDRAIL. 34" TO 38" ABOVE ADJACENT FLOOR LEVEL, OR STAIR NOSING. 59. GUARDRAIL. 36" ABOVE ADJACENT FLOOR LEVEL. 60. WATER HEATER CLOSET. 61. INDICATES SOFFIT AND DEPTH. 62. GLASS BLOCK. 63. FIREPLACE MANTLE. 64. 1 /2 DIA. COLUMN (TYP.). LINEN 1- 11 CLR. VERIFY KITCHEN FM _ASTER M A BATH / LI I _ 9 O CLR. VERIFY rF C) 0 50 _I CID _ . L- • 22 - 18 25 \-A 22 2 24 <" I--------� I------� 0 A ROAM FINISH SCHEDULE ROOM FLOOR BASE WALL CEILING REMARKS MATERIAL FIN MATERIAL FIN ENTRY GARRET WOOD 1/2" GYP. BD. 1t3 5/8" GYP. BD. 1/3 LIVING CARPET 1/3 1/3 DINING CARPET 1l3 1/3 FAMILY CARPET 113 1/3 NOOK SHT. VINYL 2l3 2l3 KITCHEN SHT. VINYL 2/3 2/3 MASTER BEDROOM CARPET 1/3 1/3 MASTER BATH WALK-IN CLOSET CARPET 113 1l3 MASTER BATH SHT. VINYL 213 2/3 MASTER BATH W.C. SHT. VINYL 213 6 2/3 BEDROOM 2 CARPET 1!3 1/3 BEDROOM 3 CARPET 1/3 1!3 BEDROOM 4 CARPET 113 1/3 HALL 1 CARPET 1/3 1/3 BATH 2 SHT. VINYL 213 2/3 LAUNDRY SHT. VINYL 2/3 2/3 GARAGE CONC. ----- ----- ----- FINISH KEY 1. SEALED AND PAINTED W/ 1-COAT FLAT VINYL 2. UNDERCOAT AND FINISH WI SEMI -GLOSS 3. KNOCK DOWN TEXTURE 4. TAPED DRYWALL JOINTS NOTES 1. WARDROBES AND CLOSETS FINISHED SAME AS ADJACENT ROOMS 2. FLOOR FINISHES CHANGE AT CEN. OF DOOR. 3. PAINT ALL GRILLES AND REGISTERS SAME AS ADJACENT WALLS NEW SINGLE FAMILY RESIDENCE 0 1240 W. RAYMAR ST. Santa Ana, California d- DESIGNER:- HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CALIFORNIA 92675 TEL: 949.322.7922 FAX: 949.488.8940 PROPERTY OWNER: TRUCOR, INC c/o: STEPHANY HALES 23052-H, ALICIA PKWY., #611 MISSION VIEJO, CA 92692 TEL: 949.378.2100 PROJECT ADDRESS: 1249 W. RAYMAR STREET ZONE: R-1 ASSESSORS PARCEL NO: 010-282-001 LEGAL DESCRIPTION: TRACK 1470, BLOCK 282, LOT 1 LOT SIZE 6826 SQ.FT. BUILDING SIZE FLOOR AREA 1456 SQ.FT. GARAGE AREA 460 SQ.FT. PORCH AREA 66 SQ, FT. , TOTAL 1982 SQ.FT. SITE COVERAGE 29% SUBMITTAL SET REVISION DATE , PLANNING SUBMITTAL 11 JUL 2002 PLAN CHECK SUBMITTAL NO. 1 26 AUG 2002 PLAN CHECK RE -SUBMITTAL NO. 2 8 OCT 2002 ed q ry`a` p ��• kq.grv Y'�J N 57504 INTERIOR ELEVATIONS SCALE JOB N0: 30135 DATE: 10.07.02 DRAWN BY: S.H. INNIS A o3 [aim * BUILDING FRAMING SECTIONS REPRESENT APPROXIMATE ARCHITECTURAL RELATIONSHIPS ONLY AND DO NOT NECESSARILY REPRESENT STRUCTURAL ENGINEERING CONDITIONS, CONNECTIONS OR MATERIALS. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL SUPERCEDING STRUCTURAL REQUIREMENTS. REPORT ANY DISCREPANCIES IMMEDIATELY PRIOR TO PROCEEDING WITH WORK. * REFER TO FRAMING PLAN FOR SIZE AND SPACING OF ALL STRUCTURAL MEMBERS. * REFER TO SHEET T-1 FOR INSULATION REQUIREMENTS. INDICATES UTILTY PLAN NOTES SEE NUMBERS BELOW NEW SINGLE FAMILY RESIDENCE 0 1240 W. RAYMAR ST. Santa Ana, California hd I 1. ROOF TRUSSES. DESIGNER: > 2. SHEATHING PER STRUCTURAL DRAWINGS. 3. FLUSH BEAM WITH APPROVED HANGERS. HUDGINS DESIGN 4. DROPPED BEAM WITH GYP BOARD OVER. 27626 PASEO, SONATA 5. 2X4 STUDS AT 16" O/C. SAN JUAN CAPISTRANO, CALIFORNIA 92675 TEL: 949.322.7922 6. 2X6 STUDS AT 16" O/C. FAX: 949.488.8940 7. CONCRETE SLAB. 8. DBL. 2X TOP PLATES. 9. 2X P.T.D.F. SILL PLATE. CONTRACTOR: 10. PROVIDE R13 BATT INSULATION AT EXTERIOR WALLS 11. PROVIDE R30 BATT INSULATION AT CEILING 0 Lo L • PROPERTY OWNER: TRUCOR, INC c/o: STEPHANY HALES 23052-H, ALICIA PKWY., #611 MISSION VIEJO, CA 92692 TEL:'949.378.21 00 N PROJECT ADDRESS; 1244h W. RAYMAR STREET ZONE: R-1 ASSESSORS PARCEL NO. 010-282-001 LEGAL DESCRIPTION: TRACK 1470, BLOCK 282, LOT 1 LOT SIZE 6826 SQ.FT. BUILDING SIZE FLOOR AREA 1456 SQ.FT. GARAGE AREA 460 SQ.FT. PORCH AREA 66 SQ.FT. TOTAL 1982 SQ.FT. SITE COVERAGE 29% SUBMITTAL SET REVISION DATE PLANNING SUBMITTAL 11 JUL 2002 PLAN CHECK SUBMITTAL NO. 1 26 AUG 2002 PLAN CHECK RE -SUBMITTAL NO. 2 8 OCT 2002 SECTION �j SCALE: JOB NO: 30135 DATE: 10.07.02 DRAWN BY. S.H. A 04 * REFER TO "SPECIFICATIONS," DETAILS AND BUILDER SPECS FOR ADDITIONAL INFO PERTAINING TO THIS ELEVATION. * GLAZING IN DOORS AND FIXED GLAZED PANELS OF MORE THAN 9 SQ.FT. SHALL HAVE CATEGORY II CLASSIFICATION PER CBC CHAPTER 24 AND UBC STD. 24-2. INDICATES SEE NUMBERS BELOW 1. ALL EXPOSED TRIM, ROOF SHEATHING, BEAMS, ETC. WHERE INDICATED SHALL BE S4S & FREE OF LOOSE KNOTS, SPLITS AND SAP AS POSSIBLE. 2. ALL EXPOSED PLYWOOD TO BE 3/8" 303 SIDING EXT.-APA SMOOTH FACE APPLIED OVER 60 MINUTE GRADE "D" PAPER (EXCEPT GARAGE DOORS) & NAILED WITH NON -CORROSIVE NAILS (U.O.N.) 3. LINE OF CEILING BEYOND. 4. (2) 811x 8" G.I. SCREENED VENTS 5. G.I. FLASHING W/ CAULKING TYP. 6. ROOFING MATERIAL. SEE ROOF PLAN FOR TYPE & "GENERAL NOTE SPECIFICATIONS" SHEET. GN). "ROOFING FOR SPECS." 7. SECTIONAL OVERHEAD GARAGE DOOR W/ STYLE AS INDICATED OR SIMILAR DESIGN. VERIFY MANUFACTURER AND DESIGN. 8, ENTRY DOOR W/ R/S OR RAISED WOOD GRAIN TEXTURE APPLIED AS SHOWN ALTERNATE: RAISED PANEL WOOD TYPE TO BE SELECTED BY BUILDER (VERIFY). 9. 14" X 6" SCREEN VENT (TYP.). 10. ATTIC VENT 14" X 24" RECTANGULAR METAL LOUVER W/ SCREEN (VENTILATION AREA 158 SQUARE IN.). 11. G.I. GUTTER PAINTED TO MATCH SURFACE. 12. GI DOWN SPOUT PAINTED TO MATCH SURFACE. PROVIDE SPLASH BLOCK. 13. 2X8 RE/S FASCIA (TYP). 14. 2X8 R/S BARGE (TYP). 15. 6"X10' FALSE OUTLOOKER 16. 2X4 0/ 6X10 RE/S PORCH BEAM. 17. 6X6 POST (SEE NOTE #1) PLAIN, BANDSAWN, CHAMFERED, TURNED AS INDICATED. SEE DETAIL WHERE APPLICABLE. 18. 2X4 ON EDGE ABOVE 2X4 19. 2X2 PLANT -ON TRIM 20. 2X2 SQ. PICKETS AT 6" O.C. 21. 2X4 TOP & BOTTOM RAIL. 22. EXT. GRADE PLYSAWN 0/ (1) LAYER 15# FELT. 23. EXT. GRADE BEVEL LAP SIDING 0/ (1) LAYER 15# FELT. 24. 2X6 PLANT-QNS AT ALL CORNERS. 25. STUCCO TO BE TROWLED [SMOOTH] [SMOOTH WITH LIGHT TEXTURE] [LIGHT SPANISH LACE] OVER METAL LATH, 60 MINUTE GRADE "D" PAPER AND WIRE. (SEE FRAMING FOR STRUCTURAL SHEAR WALL REQUIREMENTS FOR LATH.) ALL VERTICAL AND HORIZONTAL OUTSIDE TYPE CORNERS SHALL HAVE [SQUARE] [BULLNOSE] CORNER BEAD. (U.O.N) ALL HORIZONTAL AND VERTICAL INSIDE TYPE CORNERS SHALL BE SQUARE AND/OR SHARP. 26. STUCCO CORNER TO BE SQUARE CORNER BEAD WHERE INDICATED. 27. STUCCO CORNER TO BE BULLNOSE CORNER BEAD WHERE INDICATED. 28. STUCCO OVER _X_ TRIM (SEE NOTE #30) 29. G.I. STUCCO WEEP SCREED. TYP. 30. 7" MASONITE SIDING. 2,860 SQ.FT. + 300 = 9.53 SQ.FT. 9.53 SQ.FT. X 144 = 1,372 SQ.IN. REQUIRED EAVE VENTS 41 BAYS AT 17 SQ.IN. /BAY = 697 SQ.IN. DORMER VENTS 7 AT 100 SQ.IN. /VENT = 700 SQ.IN TOTAL VENTILATION PROVIDED: 1397 SQ.IN. PROVIDE 50% HIGH AND LOW NOTE: ALL VENTS TO BE COVERED WITH 1 /4" CORROSION RESISTANT WIRE MESH. SEE ROOF PLAN FOR LOCATIONS. (TYP. (TYP. v Eel No I'sowl 191 :3 0 Off-AiMS 1101 a=TA 12 I&I 101 :9 :3 1 ;w111kv I Lei 11L WA& w 1 . FRONT ELEVAT-ION - NORTH SCALE: 1/411 = 1 I -OF sf - > REAR ELEVATION SOUTF 9 (TYP.) NEW SINGLE FAMILY RESIDENCE 0 12410 W. RAYMAR ST. Santa Ana, California hid DESIGNER: ,s5-k HUDGINS DESIGN 27626 PAfiEO SONATA SAN JUAN CAPISTRANO, CALIFORNIA 92675 TEL: 949.322.7922 FAX: 949.488.8940 NOW _ !--6 PROPERTY OWNER: TRUCOR, INC c/o: STEPHANY HALES 23052-H, ALICIA PKWY., #611 MISSION VIEJO, CA 92692 TEL: 949.378.2100 35 PROJECT ADDRESS: 1249 W. RAYMAR STREET ZONE: R-1 ASSESSORS PARCEL NO: 010-282-001 LEGAL DESCRIPTION: TRACK 1470, BLOCK 282, LOT 1 LOT SIZE 6826 SQ.FT. BUILDING SIZE FLOOR AREA 1456 SQ.FT. GARAGE AREA 460 SQ.FT. PORCH AREA 66 SQ.FT. TOTAL 1982 SQ.FT, SITE COVERAGE 29% 6911A,Ik REVISION PLANNING SUBMITTAL PLAN CHECK SUBMITTAL NO. 1 PLAN CHECK RE -SUBMITTAL NO. 2 E'I N G NO.C57-504 ELEVATIONS A Irl SCALE: JOB NO: 30135 DATE: 10.07.02 DRAWN BY. S.H. t r. Eim 1998 CALIFORNIA BUILDING CODE TABLE, 23--11- _1------ AILIN SCHEDULE 1.''-'Joist to sill or girder, toenail (3y8d 2. Bridgiing to joist, toenail each end. (2)- 3. 1"* V'125mrn x 152mm) subfioor or less to each joist, face nail. (2y8d 4 wider. than 1" x " (25mm x 152mm) subfloor to each joist, face nail. (-Sd 5. ` 2" (.51mm) subfloor to foist or girder, blind and . face nail. (2)-16d 6... plate to joist or blocking, typical face nail. 16d at 16" (406mm)o.c. Sole' plate to joist or blocking, at braced wall .panels. (3)-16d per 16" (406mm) 7. Top plane to stud, end nail (2)-- 16 & Stud to sole plate. (4)-8d, toenal or (2)-16d, end nail. 9. Double studs face nail. 16d at 24" (610mm)o.c. 10. Double top plates, typical face nail. 16d at 24" (406mm) o.c. Double top plates, lap splice. (8) -16d 11.. Blocking. between joists or rafters to top plate, toenail. (3)-8d 11 Rim joist to top plate, toenail 8d Q 6" (152mm) o.c. 13. Top plates, laps and intersections, face nail. (2)-16d 14. Continuous headers, two pieces 16d 0 16" (406mm) oc:. along each edge 15. Ceiling gists to plate, toenail (3)-8d 16. Continuous header to stud, toenail (4)-8d 17. Ceiling fists, laps over partition, face nab (3)-16d 1& Ceiling joists to parallel rafters, face nail (3)-16d 19. Rafters to plate, toenail -(3y8d 20. 1" (25mm) brace to each stud and plate, face nail (2y0d 21. 1" x 8" (25mm x 203mm) sheathing or less to each bearing, face nail (2)-8d 22. Vider. . than 1" x " (25min x 203mm) sheathing to each bearing, face nail (3)-8d 23. Built-up corner studs 16d ® 24" (614mm) o.c. 24.: Built-up girder and beams 20d ® 32" (813mm) o.c. at top and bottom and stoggered (2) 20d at ends and at each splice. 25. 2" (.51mrn) :planks (2)-16d at each bearing 26. stood - structural .panels and particleboard: Subfloor and wall sheathing (to framing): 1/2" (12.7ms, and less 6d 3 19 32" - 3 4" (15mm -- 19mm) 7 8" -- 1" 22mm - 25mm) 8d or 6ds 8d 3 1/4°' (29mm - 32mm) 10d or 8d3 Corribinotior subfloor -- underlayment (to framing): 3/4" '� 19mrn) and less 6d s s 7 j8"- 1" (22mm - 25mm) 8d 1 ' 1/B" - 1 1/4" (29mm -- 32mm) 10d or 8d 27. -Panel siding to framing) Z : 12.7mm and less 6d 16mm) 8d 2& Fiberboard sheathing. 7: 1/r (12.7mm) No. go.g ;ll 6d No. 16 go.n 25/32" (20mm) No. 11 ga. $ 8d4' No. 16 gas 29. interior paneling 1/ 6.4mm) 4d 3/8` 9.5mm) f, 6d f. Common or. box nails may be used except where otherwise stated. 2Nalils. spaced at 6 inches '(152mm) on center at edges, 12 inches (305mm) at intermediate supports except 6" (152mm) at all supports where spans are 48 inches (1219mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2315.3.3 and 2315.4. Nails for wall sheathing may' -be common, box or casing. 3Common or deformed shank. 4 Common. *Deformed shank. gCorrision--resistant siding or casing nails conforming to the requirements of Section 2304.3. Fasteners spaced 3 inches. (76mm) on center at exterior edges and 6 inches (152mm) on center at intermediate supports. $Corrfsion- resistant roofing. nails with 7/1.6 inch (11mm) head and 1 1/2 inch. (38mm) length for 1/2 inch (12.7mm) sheathing and 1 3/inch (44mm) length for 25/32 inch (20mm) sheathing conforming to the requirements of Section 2304.3. gCorr`ision--resistant staples with nominal 7/16 inch `(11mm) crown and 1 1/8 inch (29mm) length for 1/2 inch (12.7mm) sheathing.and 1 1/2 inch f( m) lenght for 25/32 (20mm) sheathing conforming to the requirements of Section 2304.3. *Pan d supports of 16 inches (406mmN20 inches (30 mm) of intermediate supports. game!l, supports at 24 inches (610mm).. Casings or finish nails spaced 6 inches (152mm) on panel edges. 12 inches (305mm) at termediate supports. NOTES: 1. Use.. 3x fromin�)me�nbers of pone! edges and bottom plates. Use double top plates_ Tjp. at (wail 1 2. t�ssppection is required 0 ail 12 shear walls, by the Engineer or the Architect of Redd, if required by the local building official. 3. ; See appropriate shear wail# transfer details on plans. 4. Hotdow.ns as indicated on the' plans to be ,located at each end of each shear panel. 5. Holdowns as -indicated on plans between floors to be located at each end of each panel; ' to post. or beam below, unless shown otherwise. 6. Note: Maakimum allowable load includes -, a 25% reduction from the UBC published values. 7: ol1%4" t itk x 2-- t/4" x 2 1 f 4" plate washer required at all sill plate bolting, and :aYt i l�l0ss. 8.. Bolt, holes- for Holdowns shall be a maximum of 1/10' oversize -- Inspector to verify. 9.:. He down connectors shall be tightened gist prior to covering the . wall. 10.1All 3/ " did. log, screws require lac min. framing. members below. 1t from edge of panel to naffs. * PRIOR TO CALLING FOR FOUNDATION INSPECTION, THE BUILDING CORNERS SHALL BE SURVEYED AND STAKED BY A CALIFORNIA LICENSED LAND SURVEYOR OR QUALIFIED CIVIL ENGINEER. THE SURVEY AND STAKING MUST BE DOCUMENTED AND BEAR THE STAMP AND SIGNATURE OF THE PERSON RESPONSIBLE FOR THE SURVEY AND STAKING. THE CERTIFICATION DOCUMENT MUST BE SUBMITTED TO THE BUILDING INSPECTOR AT TIME OF FOUNDATION INSPECTION. * PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4 INCHES ABOVE THE EARTH AND 2 INCHES ABOVE PAVED AREAS (1806.6). HOEDOWN SCHEDULE O Mark End -Posts Straps Between Floor HD's @ Foundation Mark End -Posts Straps Between Floor HD's @ Foundation 1 2-2x4 None None 8 4x6 None HD-6A or PHD-6 2 2--2x4 MST-37 None 9 4x6 None PHD-8 3 2-2x4 MST-48 None 10 4x6 None HD-8A 44x4 2-MST--60 None 11 4x6 None HD-10A 5 4x6 None None 12 6x6 None HD-14A 6 4x4 None HD-2A or PHD-2 13 6x6 None HD-20A 7 4x4 None HD-5A or PHD-5 14 1 6x6 None HD-15 SHEARWALL SCHEDULE BASED ON 1998 C.B.C. Shear Roof / Floor Drag Top Plate Wall Sheating Bottom Plate Holdown Wall Diaphragm Strap Connector 1 /2" CDX w/ 8d 0 5/8" DIA. x 10" A.B. 1 6" O.C. 0 edges and 12" In None A35'S 0 16" O.C. 1/2" CDX w/ 8d's 0 @ 4'-0" O.C. HD-2A field P.I. #32/16 6" ® edges and 6" in field. A<> 1/2" CDX w/ 8d @ 5/8" DIA. x 10" A.B. 2 6" O.C. @ edges and 12" in None A35'S 016" O.C. 1/2" CDX w/ 8d's @ 13" @ '-0" O.C. HD-2A field P.I. #32/16 @ edges and 6" in field. w 1/2" CDX w/ 8d @ * 5/8" DIA. x 12" A.B. 3 6" O.C. @ edges and 12" in None A35'S @ 16" O.C. 1/2" CDX w/ 8d's @ 13" 01 CCU 1'-0" O.C. 3 HD-2A field P.I. #32/16 @ edges and 6" in field. Q 1/2" CDX w/ 8d @ 5/8" DIA. x 10" A.B. 4 6" O.C. @ edges and 12" in None A35'S 0 16" O.C. 7/8" Stucco a 5'-0" O.C. 4 None field P.l. #32/16 A 1/2" CDX w/ 8d @ 5/8" DIA. x 10" A.B. 5 6" O.C. 0 edges and 12" in None A35'S 016" O.C. 1/2" CDX w/ 8d's @ @ 4'-0" O.C. 1 None field P.I. #32/16 4" ® edges and 6" in field. A 1/2- CDX w/ 8d @ 5/8" DIA. x 10" A.B. 6 6" O.C. ® edges and 12" in None A35'S 0 16" O.C. 1/2" CDX w/ 8d's @ @ 4'-0" O.C. 1 HD-2A field P.I. #32/16 6" ® edges and 6" in field. A ANCHOR. BOLT SCHEDULE 1 5/8" DIA X 10" ANCHOR BOLTS @ 4'-0" O.C. 2 5/8" DIA X 10" ANCHOR BOLTS @ 3'-0" O.C. 3 5/8" DIA X 12" ANCHOR BOLTS © 12" O.C. <3>5/8" DIA X 10" ANCHOR BOLTS @ 5-0" O.C. NOTE: PROVIDE 2 1 /2" X 2 1 /2" X 1 /4" STEEL PLATE WASHERS - TYPICAL AT ALL ANCHOR BOLT TO PLATE CONNECTIONS. NOTE: FOUNDATION BOLTS SHALL BE 5/8 INCH MINIMUM DIAMETER EMBEDDED AT LEAST 7 INCHES INTO THE CONCRETE.: OR MASONRY FOUNDATION NOT SPACED MORE THAN 6 FEET APART. (1806.6) TYPE AREA DEPTH REFORCING FI 2'-0" SQ. 12" (2) #4 BARS EACH WAY. F-1 = 12" WIDE X 12" DEEP CONCRETE FOOTING W/ ., (1) #4 BAR TOP & BOTTOM. (ED= 12" WIDE X 24" DEEP CONCRETE FOOTING W/ (2) #4 BAR TOP & BOTTOM & #3 TES Q 12" O.C. WRITTEN DIMENSIONS SHALL BE VERIFIED ON THE JOB SITE. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. 20'-0" 113 1_0,0 DATE: 10.07.02 DRAWN BY: S.H. FOUNDA"rJOINPLA 1A 1998 CAUI:ORN1A BUILDiNc CODE 1=PAKA1K1r=., N]nTP-q T A LE 23-11-B-1--'NAILING SCHEDULE 1. Joist to sill or girder, toenail 2. Bridging to joist, toenaileach end. (2)-8d 3. x' V 125mm x 152mm) subfloor or less to each joist, face nail. (2y8d 4 - wider . than r' x 6" (25mm x 152mm) subfloor to each joist, face nail. (3y8d 5. 2" (51mm)- subfloor to Joist or girder, blind and . face nail. (2y 16d 6.' .'Sole plate to joist or blocking, typical face nail, 16d at 16" (406rnm)ox. Sole- plate to joist or blocking, at braced wall panels. (3)-16d per IV' (406mm) 7. Top plate to stud, end nail (2)- 16d $.. Stud to sole plate. (4)-8d, toenail or (2)-16d. end nail. 9. Double studs face nail. 16d at 24" (610mm)o.c. 10. Double top plates, typical fa�I�-I n1i,Pw 16d at 2V1 (406rnm) o.c. Double top plates, lap splice. (6)-16d 11., Blocking. between joists or rafters to top plate, toenail. (3) -8d M2 Rim joist. to top plate, toenail 8d ® 6" (152mm) o.c. 13. Top plates, lops and intersections, face nail. (2y 16d 14. Continuous headers, two pieces 16d ® 16" (406mrn) o.c. along each edge 15 ` Ceiling Joists to plate, toenail 16. Continuous header to stud, toenail (4) -8d 17, Ceilmg joists, laps over partition, face nab (3)-16d 1& Ceit�ng j 6sts to parallel rafters, face na1 (3) -16d .19. Rafters to plate, toenail ()-8d 2Q. I" (25mm) brace to each stud and plate, face nail 2t 1" x & (25mm x 203mm) sheathing or less to each bearing, face nail (2)-8d 22. Wider I than 1" x 8" (25mm x 203mm) sheathing to each bearing, face nail (3)-8d 23. Built- up corner studs 16d 0 24" (610mm) o.c. 24. Built --up girder and beams 20d ® 32" (813mm) o.c. at top and bottom and staggered (2) 20d at ends and at each splice. 25. Z (:5 imm) plonks (2y i6d at each bearing 26. Woad - structural panels and particleboard: Subfloor: and wall sheathing (to framing): 1/2" (11.7mm) and less 6d 3 19 32" -- 3 4" (15mm - 19mm) 7 8" - 1"(22mm - 25mm) 8d or 6d3 3 8d 1 1/8" - 1 1/, .(29mm -- 32mm) 10d or 8d5 Combination subfloor -- underiayment (to framing): 314" (19mm) and less ` 3 �,� /8!0 11/ (22mm - 25mm) - Q6d 8d 1 1/ - 1 1/4" (29mm 32mm) 10d or 8d 27. ',.Panel siding to framing) 2 1/2' 12>7mm and less 6d 5/$' 16mrn) 8d 28. Fiberboard sheathing. 7: 1/2" (12.7mm) No.411 ga, 6d Na 16 go-9 25/32" (20mm) No. 1190.8 Od 4 ` No. 16 90 29 Interior paneling 6.4rnm 4d 3%& 9.5mm 6d fCommon or box nails may be used except where otherwise stated. 2Nails. spaced at 6 inches (152mm) on center, at edges, 12 inches (305mm) at intermediate supports except 6" (152mm) at all supports where spans are .48 inches (1219mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section, 2315.3.3 and 2315.. Nails for wall sheathing may be common, box or casing. 3- Common or deformed shank. a Common. Deformed shank. $Corrision-resistant siding or casing nails conforming to the requirements of Section 2304.3. 7Fastenerss spaced 3 inches (76mm) on center of exterior edges and 6 inches (152mm) on center at intermediate supports. aCorrlsiaon--resistant roofing. nods with 7/1.6 inch (11mm) head and 1 1/2 inch (38mm) length for 1/2 inch (12.7mm) sheathing and 1 3/ inch (44 rim) length for 25/32 inch (20mm) sheathing conforming to the requirements of S*;ct on 2304.3. gCorris on- resistant staples with nominal 7/16 inch (11mm) crown and 1 1/8 inch (29mm) length for 1/2 inch* (12.7mm) sheathing and 1 /2 'inch -(38mm) lenght- for, 25/32 (20mm) sheathing conforming to the requirements of Section 2304.3. *�anel supports at 16 inches (406mmX2O inches (305mm) at intermediate supports. ' an supports at 24 inches (610mm).. Casings or finish nails spaced 6 inches (152mm) on panel edges. 12 inches (305mm) at intermediate supports. NOTES: I. use 3x frornin members at panel edges and bottom plates. flee double top plates. Typ- at (wall t 2, l,. ection is requiredail 12 shear walls, by the Engineer or the AirTitect o.f Record, if required by the local building official. 3. , see appropriate shear waft transfer details on plans. 4.. Holdowns as indicated on the., plans to be located at each end of each shear panel. 5a .downs -as -indicated on plans between floors to be located at each end of each panel; to . post, or beam b4ow, unless shown otherwise. 6. Note: Maximum allowable load includes -a 25% reduction from the UBC published values. 7. 1/4:.' thick x 2--1/4" x 2-1/4" plate washer required at all sill plate bolting, and :at all HD's. S. Bolt', holes- for Holdowns shall be a maximum of 1/161' oversize -- Inspector to verify. 9. lilt Ordown connectors shall be tightened just prior to covering the, wall.. 10.. Alf '3/$" dio: lag. screws require 2x min. framing. members below. 11. Ox;.11/2" from edge of panel to nails. * ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. * TRUSS SUPPLIER SHALL SUBMIT CALCULATIONS AND SHOP DRAWINGS SIGNED BY A REGISTERED CIVIL ENGINEER TO THE RESPONSIBLE PROJECT DESIGNER WHO AGREES TO REVIEW THE SHOP DRAWINGS FOR ACCEPTANCE PRIOR TO FABRICATION. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE BUILDING SAFTEY DIVISION FOR ACCEPTANCE AFTER THE RESPONSIBLE PROJECT DESIGNER HAS NOTED HIS/HER ACCEPTANCE AND PRIOR TO FABRICATION. TRUSS DRAWINGS MUST REFLECT COMPLIANCE WITH CBC SECTIONS: * * (A) 106.3.2 PLANS, STRUCTURAL CALCULATIONS AND SPECIFICATIONS MUST BE PREPARED BY A REGISTERED CIVIL ENGINEER. * * (B) 704.2.8 FIRE -RESISTIVE PROTECTION OF TRUSSES WHEN REQUIRED BY TABLE 6-A. * * (C) 1704 REGULATION OF PREFABRICATED CONSTRUCTION INCLUDING REQUIRED INSPECTIONS AND CERTIFICATIONS. * * (D) 2304.4.2 CONNECTORS AND FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH CBC CHAPTER 23, DIVISION III * * (E) 2304.4.4 METAL -PLATE -CONNECTED WOOD TRUSSES SHALL CONFORM TO CHAPTER 23, DIVISION V. PROVIDE EVIDENCEQF REQUIRED FABRICATION, STORAGE, HANDLING AND DELIVERY INSPECTIONS. * * (F) 2320.11.2 WHEN BEARING STUDS ARE SPACEDAT 24--INCH INTERVALS AND TOP PLATES ARE LESS THAN TWO 2-INCH BY 6-INCH AND WHEN TRUSSES ARE SPACED AT MORE THAN 16" INTERVALS, SUCH TRUSSES SHALL BEAR WITHIN 5" OF THE STUDS BENEATH OR A THIRD TOP PLATE SHALL BE INSTALLED. THE ICBO APPROVED AGENCY NUMBER MUST BE NOTED ON SHOP DRAWINGS. HOEDOWN SCHEDULE O Mark End -Posts Straps Between Floor HD's @ Foundation Mark End -Posts Straps Between Floor HD's @ Foundation 2--2x4 None None 8 4x6 None HD-6A or PHD-6 2 2--2x4 MST-37 None 9 4x6 None PHD-8 3 2--2x4 MST-48 None 10 4x6 None HD-8A 44x4 2-MST-60 None 11 4x6 None HD-1OA 5 4x6 None None 12 6x6 None HD-14A 6 4x4 None HD-2A or PHD-2 13 6x6 None HD--20A 7 4x4 None HD-5A or PHD-5 14 6x6 None HD-15 SHEARWALL SCHEDULE BASED ON 1998 C.B.C. Shear Roof / Floor Drag Top Plate Wall Sheating Bottom Plate Holdown Wall Diaphragm Strap Connector 1/2" CDX w/ 8d @ 5/8" DIA. x 10" A.B. 1 6" O.C. @ edges and 12" in None A35'S 0 16" O.C. 1/2" CDX w/ 8d's @ @ 4'-0" O.C. HD-2A field P.I. 32/16 6" @ edges and 6" in field. 10 J& 1/2" CDX w/ 8d @ 5/8" DIA. x 10" 2 6" O.C. @ edges and 12" in None A35'S @ 16" O.C. 1/2" CDX w/ 8d's @ A#lA.B. @ 3'-0" O.C.<22,HD-2A field P.I. #32/16 3" @ edges and 6" in field. 1 1/2" CDX w/ 8d @ 'k 5/8" DIA. x 12" A.B. 3 6" O.C. @ edges and 12" in None A35'S ® 16" O.G. 1/2" CDX w/ 8d's @ @ 1'-0" O.C. 3 HD-2A field P.I. #32/16 3" @ edges and 6" in field. A 1 /2" CDX w/ 8d @ 1 5/8" DIA. x 10" A.B. 4 6" O.C. @ edges and 12" in None A35'S @ 16" O.C. 7/8" Stucco @ 5'-0" O.C. 4 None field P.I. 32/16 Q \> 1/2" CDX w/ 8d @ 5/8" DIA. x 10" A.B. 5 6" O.C. @ edges and 12" in None A35'S 0 16" O.C. 1/2" CDX w/ 8d's @ @ 4'-0" O.C. 1 None field P.l. #32/16 4" @ edges and 6" in field. Q 1/2" CDX w/ 8d @ 5/8" DIA. x 10" A.B. 6" O.C. @ edges and 12" in None A35'S @ 16" O.C. 1/2" CDX w/ 8d's @ @ 4'-0" O.C. 1 HD-2A field P.I. 32/16 6" @ edges and 6" in field. 1 1 5/8" DIA X 10" ANCHOR BOLTS @ 4'-0" O.C. 2 5/8" DIA X 10" ANCHOR BOLTS @ S-0" O.C. <3> 5/8" DIA X 12" ANCHOR BOLTS @ 12" Q.C. 4 5/8" DIA X 10" ANCHOR BOLTS @ 5-0" O.C. NOTE: PROVIDE 2 1 /2" X 2 1 /2" X 1 /4" STEEL PLATE WASHERS - TYPICAL AT ALL ANCHOR BOLT TO PLATE CONNECTIONS. NOTE: FOUNDATION BOLTS SHALL BE 5/8 INCH MINIMUM DIAMETER EMBEDDED AT LEAST 7 INCHES INTO THE CONCRETE OR MASONRY FOUNDATION NOT SPACED MORE THAN 6 FEET APART. (1806.6) TYPE AREA DEPTH REFQRCING FI 2'-0" SQ. 12 (2) #4 BARS EACH WAY. WRITTEN DIMENSIONS SHALL BE VERIFIED ON THE JOB SITE. DISCREPANCIES SHALL BE BROUGHT 10 THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF AIRY WORK. HOLDDOWN LSTHD8 I i i2 sD� re x� i I f I I i I ........... I HOLDDOWN STHD8 I HOLDDOWN HOLDDOWN HOLDDOWN pAHD42 pAHD42/4X4 pAHD42 SD1 ...... `IX$ HD `\........ / +4 + :................... s, GIRDER TRUSS ++++++%+ 1+++++++ + + + + + + + + + + + + + +', ` + + + + + + + + + + + + + +� + + + 4444 + + +� Al + + + + + + + + + +++ ++ ++ ++ F tff,;f £I + + + + + + + + + .,.....+ , t .,.....*....+... + + + + + 4.,., 4... , ,.,4 .,, ,....� ... , .,.,.�,,..f 4X4 HDR. 1 04 HDR. ; I 60 i I H DDO HOLDDOWNI HOLDDOWN ST STHD8 I STHD8 / � I , I FRAMING PLAN SCALE: V-011 NEW SINGLE FAMILY RESIDENCE 12 W. RAYMAR ST. Santa Ana, California h d DESIGNER: HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CALIFORNIA 92676 TEL: 949.322.7922 FAX: 949.488.8940 PROPERTY OWNER: TRUCOR, INC clo: STEPHANY HALES 23052-H, ALICIA PKWY., #611 MISSION VIEJO, CA 92692 TEL: 949.378.2100 3 PROJECT ADDRESS: 1240 W. RAYMAR STREET ZONE: R-1 ASSESSORS PARCEL NO: 010-282-001 LEGAL DESCRIPTION: TRACK 1470, BLOCK 282, LOT 1 LOT SIZE 6826 SQ-FT. BUILDING SIZE FLOOR AREA 1456 SQ.FT. GARAGE AREA 460 SQ.FT. PORCH AREA 66 SQ.FT. TOTAL 1982 SQ.FT. SITE COVERAGE 29% SUBMITTAL SET REVISION DATE PLANNING SUBMITTAL 11 JUL 2002 PLAN CHECK SUBMITTAL NO. 1 26 AUG 2002 PLAN CHECK RE -SUBMITTAL NO. 2 8 OCT 2002 e � fq 1 i, SCALE: JOB N0: 30135 DATE: 10.07.02 DRAWN BY: S.H. S 08 4TH T­ 22Nn--\f MATERIALS SPECIFIED: M015TOP f�LA5HIN& PAPER AND"SUPERJUMBO TEX" 60 MINUTE PA MANUFACTURED BY FORTIFIBER CORPORATION PORTLAND, ORE&ON "BITUTHENE" ICE AND AATER SHIELD MANUFACTURED BY A.R. 6RACE AND COMPANY OAMBRII;)(5E, MASS. SHEET METAL AHERE 5FE0IFIL=0 7T'P. SHALL 5E INSTALLED PER 5MACNA RECOMMENDED SPECIFICATIONS NOTE: PROVIDE SOLID 5ACKIN& TO SUPPORT MOISTOP PAPER. STAPLE PE- RIMn7ER Or- M015TOP TO FRAMING MIEMSERS I" FROM OUTSIDE EDC_A=_ TO PREVENT RIND DAMAGE. INSTALLATION NOTES: 1ST: ATTACH 12" M015TOP FLA5HIN6 FLUSH ALONG THE 130TTOM OF THE OPENING. THE LEN6TI4 OF THE FLASHING MUST E3E LON6 ENOUGH TO FALL A MIN. OF 12" BEYOND THE OPEN IN& ON BOTHSIDES 50 THAT IT 15 BEYOND THE TAO VERTICALS THAT ARE ATTACHED v-/-2NI;) IN STEP 2. 2ND: ATTACH FLASHING ALON6 THE VERTICAL SIDES OF THE OVEN IN6 FLUSH AITH THE ED6E, MAKING SURE THAT IT'5 OVER THE BOTTOM HORIZONTAL STRIP. LENGTH OF THE FLASHING MUST BE LONG ENOUGH TO FALL A MIN. OF 122" BEYOND THE OPENING ON TOP AND BOTTOM SO THAT IT IS BEYOND THE HORIZONTAL PIECE THAT 15 ATTACHED IN STEP 4 AFTER. THE NINDON 15 PLACED IN THE OPEN IN6. a 5RD: INSTALL THE Al NDOA PLUMB AND SQUARE E3'r"PRrzS5IN& THE NAILING FLANGE POSITIVELY INTO A CONTINUOUS BEAD Or - SEALANT AHICH EXTEN515 AROUND THE BOTTOM ANI7 VERTICAL I t�R OF THE AINI;�O�N 4TH: ATTACH THE 4TH STRIP OF FLA5HIN6 LAST, OVERLAPPIN& AND SEALED A&AIN57 THE FULL HEIC-147 OF THE OUTER FACE OF THE TOP NAILING FLANGE AITH A CONTINUOUS 5EA0 OF SEALANT. CUT THE TOP PIECE OF F-LA5HINry SUFFICIENTLY LONG 50 THAT IT NIH EXTEND PAST THE ED6E5 OF 50TH 571-1,IP5 OF SIDE FLA5HIN& 5TH: STARTING AT THE E30TTOM OF THE HALL LAP THE APPROVED BUILDING PAPER OVER THE AEEF 50REEI;� (AHERE OCCURS) AND UP THE HALL. IN HEATHER CARD FASHION, AITH A 2" MIN. OVERLAP. INSTALL THE FIRST COURSE THAT INTER5EOT5 THE AINDCA OPENING BENEATH THE SILL STRIP FLA5HIN6 AITH THE 5U55EWENT COURSES ABOVE APPLIED OVER THE FLASHING INSTALLATION NOTES 1ST: INSTALL 67.1. PAN ALONG THE: BOTTOM 01= THE OPEN IN& IF THE INSTALLATION 15 OVER WOOD FLOOR. SEE PAN DIAGRAM FOR D I MEN51ON5. 2ND: ATTACH 12" MOI5TO1-' ALON6 THE VERT- ICAL 511.;e5 OF THE OPENING, FLUSH WITH THE ED6E, MAKIN6,SURE THAT IT 15 OVER THE BOTTOM FLASHING. LENGTH OF FLASHING MUST BE LONG ENOUGH TO FALL A MIN. OF 12" BEYOND THE OPENING. ON TOP AND BOTTOM 50 THAT IT 19 13EYOND THE TOP +40RIZONTAL PIECE THAT 15 ATTACHED IN STEP 4 Ar7M THE DOOR 15 PLACED IN T+-E OPENIN6. 5RD: INSTALL THE DOOR PLUMB AND 5GUAF,1_= BY PfMSSING, THE NAILING FLANGE PO51TIVI-:L*I' INTO A CONTINUOUS BEAD OF SEALANT ARCH EXTENDS THE FULL LENGTH OF THE VERTICAL OPENING ED&E5. NAIL THE FLANGE TO THE STUDS. 4TH: ATTACH THE FOURTH 5Tf;?]P OF 1::`LA5HIN67 LAST, OVERLAPPIN& AND SEALED A&AIN5T THE- T=UH HEIGHT OF THE OUTER FACE OF THE TOP NAILIN6 FLANGE WITH A OONTINUOU5 5EAI;l OF SEALANT. CUT THE TOP PIECE OF FLASHING SUFFICIENTLY LONG 50 THAT IT WILL EXTEN12 PAST THE ED&ES OF BOTH STRIPS OF SIDE FLASHING. aT+4: NAIL FRAME 4" r-ROM f_=AC+4 END AND 16" O.C. TO STUDS. 413 SECURE INDEPENDENT 5EC,710N5 OF VENT PIPE 7064=7HER AND ANCHOR AND 5UPPOR7 OFF5F=7� 70 ADJACENT FRAMING MAINTA REOUIRED CLEARANOES ANCHOR STRAPS AT UF;'PF-R - AND LOINS-}' 71-fIRDS OF \/1:-R71C,AL 1JIt00000ltN5I0N OF WATER HEATER I C) AATER HEATER ANCHORED 70 PLATFORM PL'To`AOOD PLA— ANCHORED 70 STRUCTURE NON—METALLIC SPACER I" MIN. STUDS iC! 3/e5l' X 311 LAG I NOTE: PRO\/11:;>I= SOLID BACK IN& E30LT AT EACH END TO SUPPORT M015TOP PAPER. STAPLE PERIMETER OF MOISTOP TO FRAMING MEMBERS I" FROM OUTSIDE EDGE TO 1 1122" AIDE I(o GAGE 6ALV. PREVENT AI ND DAMAGE. METAL STRAP ENCIROLIN THE AA71-=R HEATER AND 5H= METAL AHERE SPECIFIED T*-rP. ANCHORED To THE AALL 5HALL 13E IN57ALL=) PER 5MACNA :26 69A. 6.1. PAN RECOMMENDED SPECIFICATIONS FRAM INry AT THE TOP AND B'T' SHEET METAL CONTRACTOR 50770M 1/3 OF THE AA7ER INSTALLED PRIOR 70 DOOR IN57ALLA71ON. HEATER. KEEP STRAP 4" MINIMUM ELEVATION MIN. (fLA5S'A'COMPOSITION ASPHALT 5HIN&LE5 INSTALL 1115" EXTERIOR PLASTER 0/ 60 F15ER E3A77 IN5ULA7ION PEP, 2X RAFTERS REt`ER MANUF. REG. MIN. PAPER BACKED AIRE MESH 30 L5. ROOF FELT 70 5TRUC.T. PLANS C7,Tlp. 2X F-A\/F- VENT BLOCK. EACH to FIBER BATT INSULATION ♦2X 57UI7 AALL BLOCK PROVIDES APPDX. 11 50, IN. OF VENTILATION 12" MO 15701' -7/5" EXTERIOR CEMENT FLASHING PAPER GYP PLASTER 0/ PAPER BACKED IX 50LID 5HEA7HIN6 @ BOARD AIRE LATH 0/ M015TOP OVERHANG, 1/2" P,r�AO FLA5HIN& @ FIELD IX2 EP5 FOAM COMPOSITION 5HIN&LE STARTER STRIP A- I X 2 EXPANDED POLYSTYRENE (2) 2X TRIMMER 57UI',)5 (EP5) FOAM TRIM. FULLY PRIME 24 &A. &AL\/. M7L. RAIN 6U71-ER AT JAMB CC)ND171ON, FOAM SHAPE AND ADHERE TO FACTORY PRIMED AND FAINTED. 4X HEADER AT HEAD COND17ION PRIMER / ADHE51\/E PRIMED BROAN SUPPORT TO OCCUR @ 36" O.0 PER. STRUCTURAL COAT. TROAEL IN GLASS F113ER MESH OVER FOAM INTO THE PRIMED SUBSTRATE. EXTEND MESH 5" MINIMUM OVER FOAM INTO THE PRIMED :15 SUBSTRATE. EXTEND MESH 3" MINIMUM z PAST FOAM TOP AND BOTTOM. 26 67A< IL APPLY5MO07H COLOR FINISH COAT j 6AL\/. MTL. 4X HEADER AT HEAD 2X CEILIN& DRIP CONDITION, (22) 2X TRIMMER5 JOISTS A FLA5HIN6 V_ D_ JAMB CONDITION PER t_N000l RF_5AAN F-A501A, OCCURS SEAL $ 5TA I N. 5LIDINCB GLASS O STRUCTURAL 1;)N6.5 IN5UL. PER -7/5. " THK5 COAT DOOR FRAME IN57ALL PER v VINYL. AIN1";�OA FRAME ENERGY REPORT MF&Rs. 5f=T=c,5. J PLASTER FINISH 0/ INSTALL PER MF&R'5. SFEC,5 INT. FINISH SEE PLAN FOR, DIM L PAPER BACKED MTL. LATH REFER TO DETAIL 1q/1"-)Ol FOR ADDITIONAL FLASH INCB REQUIREMENTS. REFER 70 DETAIL IdllnOl FOR ADDITIONAL FLASH IN(5 REOU I REMENT5. ff Is AW& ■L z`3 T Y w Pol ILAO " ;6A L E A V E (" c­ U*' -011 zo 3" L ka II1-11 fi� rmiiiii''aft., 11=11-011 1-1/2 9 5� 0 mb"' UUNV, FRAMINU00% HE 'A' D/JAwm`wwbw` SLIDING GLASS DOOR FRAME IN57ALL PER MF&R15. SPT=C5. 5LIDINry &LASS DOOR SILL PROVIDE 5170s000fINOU5 COATING ON SILL FOR SEPARATION OF ALUM. CONCRETE OR OTHER APPROVED MEASURE TO ISOLATE AND PROTECT PER U5r, 5EC.,. 2e504 (0). GONG. STOOP, SLOPE AVW'r FROM DOOR -4 —.,—M.*E:PAL IMPREONATEL o f`71BER EXPANSION STRIP ♦ CONCRETE SLAB PERSTRUOT. Jill I GYP. f5D. HEADER— -7/0" EXTERIOR PLASTER 0/ SEE 57RU CT, PAPER E3AC,<E1;) AIRE MESH 1/21, 5HI 12" AIDE M01570f:FLASHING SPACE PAPER BEHIND TRIM I --LAYER B17UTHENE, LAP 5HIN&LE IN7ERI0 57i'LE AITH 60 T-000[IN. E3LD6. FAfzr--R IX2 SHAPED EXPANDED ff_POLY57*r"RENE (EP5) FOAM TRIM ATTACHED 'HETO 13R0AN COAT. COATED AITH FIBER MESH AND FIN1SHED lN/ 57U000 COLOR GOAT C.I. FLASHING 0/ 57U(fr-,O MOULD IN77E&RAL OR APPLIED AOOD 57UC00 MOULD A00r;l DOOR FRAME ENTRY DOOR PER DOOR SCHEDULE REFER TO DETAIL IcIlDOI FOR ADD 1710NAL FLASHING REOUIREMEN75. I I OF 516' TYPE X GYP. 13D INTERIOR HALL FINISH' 1=15ER BATT INSULATION EXTERIOR DOOR PER ENERGY NOTES PER, SCHEDULE OFFSET STUDS AND X OR 3X NOOD FRAMED WALL 2PER SILL PLATE AS STRUCTURAL REGUIRED To -WOOD DOOR FRAME ACOOMODATE SHEAR EXTERIOR CEMENT PLASTER PANEL. OVER METAL LATH OVER MINIMUM I LAYER OF GRADE ALUMINUM THRESHOLD P.7.D.F. SILL PLATE D BLD6. PAPER AT ALL SET IN BED OF MASTIC., PER 57RU07URAL VERTICAL WALLS, 2 LAYERS ;N/ ANCHOR BOLTS, AT ALL SOLID 5HEATIN& 5171=-" AND SPAr, I N6 PER STRUCTURAL TOP OF SLAB ..lilt , 4 MIN. 6.1. NEEF 50REE'D a 4 N1 HOLES AT 1� O.C., TYF. SLOPE TO DRAIN .. ANAY FROM Docs 4 * * '- - -A. A - FOUNDATION PER A A:♦ -A A NOTE: SEE IqC14 U.P.C. ..4 &RAI�1= LINE SECTION 510 FOR r ADDITIONAL REGUIRZMENT5 NOTE: STRAP 5HAL-L BE SEE 5TRUCT. FOR INSTALLED IN A MANNER AHIC,H AILL NOT DEPRESS SHEAR HALL 4. ANY REOUIRJ=_I�) ENER6,"r LOCATIONS. INSULATION BLANKET. N75 SCREE" 1 E T 0 vm" " L AS` '"I" E R ` u AL I MPRE&NA7`ED 4:115ER F-XFAN51ON STRIP A CONCRETE STOOP % Ic ONr,,RE'r,E 5LAE3 PER STRUCT. REFER 70 DETAIL 20/POI FOR ADD 171ONAL FLASH IN6 REWIREMEN75. 12 EXT, Pu'u"Orm' THOmm"ES"Hwo VINYL AINDOA FRAME SET FLANGE NI SEALANT O r 12" Y015TOP FLASHING PAPER STAPLED TO ROUGH SILL, LAP ro" DOAN AND EXTEND 6" TO EA 51r,>T= BOARD I X2 EF5 FOAM _T/a" EXTERIOR PLA571-7-R O\/t=R GRADE '1:;)'&0 MINUTE BUILDIN& PAPER AND METAL LATH K 7UCK. BUILDING PAPER UNDER AiNDOA FLANGE •F-IBER BATT IN5UL. 2X STUD AALL REFER TO 17ETAIL Ici/1701 FOR ADD 1710NAL FLA5HIN(5 REOU I REMENTS. I I \/INYL NINDOA FRAME SET FLANGE A/ SEALANT "7/6" EXTERIOR PLASTER 0/ GRADE 60 M I NUTE BLI;)6 PAPER AND METAL LATH. (3) 2X FRAMING GYP. 5D. INTERIOR FINISH FOR TYPICAL NOTES SEE 17ETAIL I AND 1q ON THIS SHEET. suft, 'afth. WMft OW&A"%,WIND W JAMB3 NEW SINGLE FAMILY RESIDENCE 1240 W. RAYMAR ST. Santa Ana, California hid DESIGNER, HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CALIFORNIA 92675 TEL: 949.322.7922 FAX: 949.488.8940 CONTRACTOR: w 4111 1 0 0 m PROPERTY OWNER: TRUCOR, INC c/o: STEPHANY HALES 23052-H, ALICIA PKWY., #611 MISSION VIEJO, CA 92692 TEL: 949.378.2100 PROJECT ADDRESS; 11246W. RAYMAR STREET ZONE: R-1 ASSESSORS PARCEL NO. 010-282-001 LEGAL DESCRIPTION: TRACK 1470, BLOCK 282, LOT 1 LOT SIZE 6826 SQ.FT. BUILDING SIZE FLOOR AREA 1456 SQ.FT. GARAGE AREA 460 SQ.FT. PORCH AREA 66 SQ. FT. TOTAL 1982SQ.FT. SITE COVERAGE 29% SUBMITTAL SET REVISION DATE PLANNING SUBMITTAL 11 JUL 2002 PLAN CHECK SUBMITTAL NO. 1 26 AUG 2002 PLAN CHECK RE —SUBMITTAL NO. 2 8 OCT 2002 fr TAILS DOUBLE 2X (10) t6d PER. SPLICE {22X4 STUDS 0P 161 ' Ow Ci e .FULL. BEARJi HEADER CRIPLES VNI BLOCKING fit :MATCH (TYP t"� t"'g.. ALSO SEE DETAIL 6/SD-1 V �.J FOR ADDITIONAL INFO. ADER (SEE PLAN) IMMER TO BEAR SILL PLATE. (SEE AN FOR SIZE & TRIMMERS) TRUSSES PER TRUSS MANUFACTURER'S DWGS. A35[� /'v 16"Q.C. B.N. f 1 r' f 61, 9 -4 *J FAA IN 9 ON * N I:- A t'UEATHiNG ----- AM SEE PLAN ECC SIMPSON POST SIMPSON CC BEAM END CC & ECC SIMPSON ICBO #1211 4M SEE o � POST CONT. BEAM MST27 cll�pcn�t CC HEADER BEAM D SPLICED BEAM 19 T /BEAM CONNECTIONS BM • TRUSSES PER PLAN 1/2" PL OD SHEATHING W 6d 0 6 O.C. AT EDGES 40MAX STUD' P.I. I.O.C. 1 FIELD. % WI D TH NO TCH 2X SOUD -BLKG. W/ 257o MAX STUD A35 0 1V O.C. MAX. WIDTH NOTCH VENTS AS REO'D. 5/$" MIN DISTANCE TYP ALL STUDS 60 MAX STUD 40% MAX .STUD WIDTH BARE WIDTH BORE NON --BEARING STUDS BEARING STUDS NOTE 60% MAX DIAMETER 1e NOTCH AND` BORING OF STUD WIDTH NOT TO OCCUR IN SAME STUD ' SECTION 2. NO MORE THAN. 2 SUCCESSIVE DOUBLE Tff DOUBLE 2X STUD STUDS MAY HAVE 60% MAX BORED HOLES. NOTE WERE EAR • WALL OCCURS TRUSSES PER PLAN SEE SHEAR. WALL -SCHEDUL.I � 1/2" PLYWOOD PL OD SHEAT�ItNG FOR BA SILL PLATE NAILING /eE $d. �% . 6" O.C. AT EDGES $C 92 O.C. IN FIELD. P.I. 32c,16 2X SOLID BLKG. W/ Q �(A35 0 16d' O.C.,/�MAX. B.N. W VENTS S AS REO'D. tA/3�5Or E Mk' �/.C. 4X 14 BM. S.S. �3 NOTCHING &BORING OF STUDS 9 I SHEAR TRANSFER AT ALL WALLSmummommmom Ift, I I M .xa P�.w000, �� � _ STAGGER.� � oeL TOP PLATE 4 — O -- TY . EDGE OF PLYWOOD SHEETS ON OF JOISTS OR RAFTERS' F.N. I . =; — — — - —* SEE PLANS FOR SPACING OF _ =;• _ � _ _ —'� _ .� _ i RAFTERS OR JOISTS --:'0 EDGE NAIL CENTER PLYWOOD f = = t JOINTS ON JOISTS OR RAFTERS _ _ _ _ _ _ _ I 3/8- MIN. EDGE DISTANCE FOR l , ` — �; NAILING (TYP.) _/ _/_ , E.N. FLAT BLKG. PER PLAN OR SCHEDULE B.nl. BOUNDARY NAIL PERPENDICULAR TO FRAMING TYPE PLYWOOD THICKNESS NAIL SIZE t3UN0AR EDGE FIELD PANEL INDEX, ROOF 1/2 10d 6 6 12 32/1.6 FLOOR 5/8 10d 1 6 6 10 1 32/12 3 I dL t d d HDR SIZE d I d PER SCH. d t � t ! I d TRIMMER d SIZE PER d SCHEDULE I I I SEE ARCH .,�---- USE DBL 2X KING STUDS AT OPENINGS WIDER THAN 6'-0" 14 PLYWOOD FLOOR/R00FDIAPHRAGM A ESCHEDULE 5/8'° CDX TdaG ADD ADDITIONAL STRAP ON Wf 10d 6' O.C. AT EDGES BACK SIDE WHEN PLATE AND 10" Q.C. IN FIELD IS NOTCHED OR DRILLED P-L 32/16 MORE THAN 1/2 "W" 2X14 F.J. Sao 0 161a O.C. DRILL HOLES IN CENTER OF PLATE < BEAM CONN. TRUSSES PER PLAN 1/2" PLYWOOD SHEATHING W/ 6d 0 F" O.C. AT EDGES & 1 " O.C. IN FIELD. P.I. 2/ 16 . . 2X SOLID BLKG. W/ A35 0 1.6" O.C. MAX, VENTS AS REO-D. 12 DANGER 0 121a O.C. 2X1O FASCIA W/ (2) 16d PER RAFTER SHEAR. PANEL PER PLAN & SCHEDULE WHERE OCCURS NOTE WHERE. SMEAR .WALL OCCURS SEE.SHEAR WALL'SCHEDULE FOR B;N. & SILL PLATE NAJUNG A35 (2) 2X CONT. TOP. PL.. 2X STUDS ® O.C. 5 SHEARTRANSFER AT ALL WALLS 1/2°' CDX PLYWOOD SHEATHING � E.N. W 8d 0, 6" O.C. 0 EDGES R 0 12 O.C. IN FIELD —� HEADER & TRIMMER SCHEDULE MAX OPENING WIDTHWALL MIN. HDR SIZE TRIMMER SIZE BR O NON—BRG WALL 4'-0„ 4X6 4X4 2X4 6'--•0" 4X8 4X6 2X4 8,_0" 4X10 4X8 2-2X4 10'--0" 4X12 4X10 2-2X4 12' —0" 4X14 4X12 4X4 16'`--0" 4X16 4X14 4X4 NOTES: 1. ALL 0 HDRS TO BE MIN. DF'L #2. PROVIDE NAIL.ERS 0 16" O.C. WHERE SHEAR WALL OCCURS SEE TRUSS DWGS. NOTE : WHERE SHEAR WALL OCCURS SEE SHEAR WALL SCHEDULE A� 35 24" O.C. FOR B.N. do SILL PLATE NAILING SHEAR PANEL B.N_ u/_ FULL HT_ WHERE OCCURS NEW SINGLE FAMILY RESIDENCE ;a 12410 W. R4VMAR ST. Santa Ana, California h d 1 DE -SIGNER: HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CALIFORNIA 92675 TEL:949.322.7922 FAX: 949.488.8940 CONTRACTOR: TRUSSES 0 24" O.C. 2X4 STUDS 0 16" Q.C. SH 6. EAR TRANSFER 1/2" CDX PLYWOOD SHEATHING W� 8d 0 6" O.C. 0 EDGES �` E.N. A D 12 O.C. IN FIELD �DBL2XTOP PLATES SIMPSON ST 292 PLATE STRAP W/ 6-16d NAILS EACH END NOTE: THIS DETAIL IS NOT 2X STUDS TO BE USED IN STRUCTURAL WALL WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER TYPICAL PLATE NOTCHING NOTE : WHERE SHEAR WALL OCCURS SEE SHEAR WALL SCHEDULE FOR B.N. & SILL PLATE NAILING JOIST SIZE & SPACING PER PLAN DOUBLE JOIST A35 ®o® OPENINGle® 16,04C. ® s B.N. DRAG TRUSS WHERE SHEAR PANEL FULL HT. OCCURS TRUSSES WHERE OCCURS A-- 35 0 24" O.C. B.N. PROVIDE NAILERS 0.16" O.C. WHERE SHEAR WALL OCCURS SEE TRUSS DWGS. MOTE WHERE SHEAR WALL OCCURS SEE SHEAR WALL. SCHEDULE FOR B.N. do SILL PLATE NAILING SHEAR TRANSFER 1/2" CDX PLYWOOD SHEATHING AND 0 6" U.C. ® EDGES AND 12 O.C. IN FIELD PROVIDE NAIL.ERS 0 16" O.C. ♦ WHERE SHEAR WALL OCCURS OPSON*S4. CRlPP.LES i° °♦ SEE TRUSS DWGS. :C POST CAP 1- as 0.C. ..2X4 PLATEW/t APPROVED JST HANGER NOTE: SEE ARCH.. 1 .0 ��'a.C>C. EACH SIDE TYPICAL DWG FOR P.CST SHEAR PANEL. dy SIZE LOCATION A-- 35 0 24a' O.C. 4X 12 BM. PROJECT INFORMATION PROPERTY OWNER: TRUCOR, INC c/o: STEPHANY HALES 23052-H, ALICIA PKWY., #611 MISSION VIEJO, CA 92692 TEL: 949.378.2100 3 PROJECT ADDRESS: 1246 W. RAYMAR STREET ZONE: R-1 ASSESSORS PARCEL NO: 010-282-001 LEGAL DESCRIPTION: TRACK 1470, BLOCK 282, LOT 1 LOT SIZE 6826 SQ.FT. BUILDING SIZE FLOOR AREA FLOOR 1352 SQ.FT. ® ZQ" O.C. AREA 460 SQ.FT. PORCH AREA 48 SO, FT. TOTAL 1860 SQ.FT, SITE COVERAGE 27% TRUSSES @ 24' O.C.. z.. SUBMITTAL SET REVISION DATE PLANNING SUBMITTAL 11 JUL 2002� PLAN CHECK SUBMITTAL NO. 1 26 AUG 2002 PLAN CHECK RE —SUBMITTAL NO. 2 . C57504 EXP QF STRUCTURAL DETAILS SCALE: JOB N0: 30135 DATE: 08.08.02 DRAWN BY: S.H. 4 SD 01 z r..r .: ...r' r, SEE DETAIL 1 FOR REPETITIVE INFORMATION SEE DETAIL I FOR REPETITIVE INFORMATION - I&* C6 2, 1/2' 2 1/2 SEE PLAN 4 1� 5ti I u.. 5etectt.on I cote: [ModeL 2X,3X,and 2. 2X Sill.P'll J.Mono_�.Pour Two Pour IM-TT28'[ . SSTB 16 [ SSTB 20 HD 2A SSTB 16 SSTB 20 6. HD 5A SST-9 20 SSTB .24 HD 6A, SSTB 28. SSTB 34 2 SSTB 34 0- - - - - - - - - - - - - - - - HD 8A SST8 28 HD10A, SSTB 28 SSTB 34 x _X, x X z. . . . . . . . Simp.Stob . . . Bolt. or CB NOTE: Deepen Footing As Required To Obtain Anchor Embedment and Concrete Cover. iJ (2) #4 BARS EACH WAY softIM PSON" HOLDOWN W./ STAB BOLT 1. Post Per Plan 2. Simp.Holdown per Plan 3. ASTM.A307 Grade Steel Anchor Bolt with Std.H:ook (L-Bolt or J-Bolt). Per UBC Sec.2507 (b) Bolt Diameter per Schedule. 4. Mud Sill Plate 5, Top of Concrete To be used at 2x6.Stud Wall Only. 6. Cold Joint **Use (24)16d Com Nails to Post at MT7288 Only. 7'.. ' Ftg.Re-bar per Plan .8. Conc.Ftg,Per Plan 4 1 Note: Holdown Anchors Must 2 be Tied in Place Prior to 5 Deepen. Ftg.As Required to Obtain Anchor Embedment 6 3 and Conc.Cover. The Above Embedment For A.B is Valid For 1-Pour Fdn. For 2 Pour Fdn, add 6" to the Embedment. E0_ C, E Q) -A 3 Min. PLAN VIEW do 14 S I M P S 0- N H 0 L D 0 W IN' Simpson Type: Min.Post Size: A.B Die, �Mirt.Ernbedment Fr&n To of Conc. do de HD2A ' 4x4 5/8- 12", 5 1 3/4" HD5A -44 3/4" 14" Vy 1 3 / 4" H06A 4x4 7/8" 21t? So 1 3/411 HD8A 4x4 - 7/8" 21 to 51* 1 3/4" HD10A . 4x44 7/81t 21it 5" 1 3/4" HD OA 4x6 1 1/4 36" 5 11/16-2 3/4- **MTT128Q 4x4 , 3/4", 14" 57 . 1 3/4" SEE Cont.Footing If Reqd PLAN See Found. Plan SEE DETAIL I FOR REPETITIVE INFORMATION 8. 1/2" Expansion Joint. 11. Driveway Slab or Asphalt. (2) #4 Bars Uj W top & bottom w/ V) #3 ties V. Ill. Optional: / SEE PLAN U.N.O. 10 r% A LABEYr. GRADE BM. TYPICAL EXTERIOR P TIN ­M 1. Post Per Plan 4X4 POST AT f"\ ^1111 V 6"Min.-15ty A."Min_-9Stv Shear Wall 1. 4" Norninaf Conc.Slab wl 6"x6"­'#10/#10 W.W.M.'.U.N.O. 2. 6 Mil.' Visqueen Membrane,, Extended 1 1 ' /2"* into Fouh-dotion Wall W/ 1IN11 E W 2' of Sand Over & Beiow,U.N.C} SINGLE FAMILY 3, (1) #4 T/B Mih.,Typical 0. All, Cont. Foatings, U.,N-.O RESIDENCE (ALT) USE '(l)-.#5 T/8 4. Natural Grade or Approved - Compacted Fill, 5. D.F.P'.T. Plate wl 5/8" dia.x 10" A.B's 0 72" o/c .Mir. 1249 W. RAYMAR ST. 12" From all Corners & Splices Santa Ana, California wl 7" Min. Embedment(U.N..O,) (See Fou'rida'tion Plans) 6. Cold Joint at 2 Pour,,.,, SEE PLAN hid U.N.O. DESIGNER: EXTERIOR G A R A G"" E F"OTI"G U N SEE DETAIL . 1 FOR HUDGINS DESIGN REPETITIVE INFORMATION 27626 _PASE0 SONATA L L aAlll MIANU, TEL: 949.322.7922 FAX: 949.488.8940 CONTRACTOR: PROJECT INFORMATION eport For Requirement. PROPERTY OWNER: TRUCOR, INC do: STEPHANY HALES MISSION VIEJO, CA 92692 TEL: 949.378.2100 PROJECT ADDRESS: 1240 W. RAYMAR STREET ZONE: R-1 A5SES50R5 PARCEL NO: 010-282-001 LEGAL DESCRIPTION: TRACK 1470, BLOCK 282, LOT I �tmp. riot a own pf:,-r _VL_L/VV'(111 VINLi SEE DETAIL 1 FOR Plan - C844 OR AS NOTED REPETITIVE INFORMATION' 3. ASIM AJU/ Grade Steel Anchor Bolt with Std.Hook CB, HDA or MTT- 41 (L-Bolt or j-Bolt) Per UBC 0 Sec.2507 (b) 5 2 Bolt Diameter per Schedule. 0 5 k Mud Sill Plate '6 D3 5. Top of Concrete 2 8. Conc.Ftg.Per Plan it Ii Sirnp.Stab Note: Holdown Anchors Must X It I/ Bolt. be Tied in Place Prior to A- i LL y Deepen Ft(g-As Required to Obtain Anchor Embedment W Ea- and Conc.Cover. � j` \/�\/��/\\,�\/ The Above Embedment For A.8 EW 0 is Valid For I -Pour Fdn. 55lb 5election lable: M odeL 2X,3X and 2-2X Sill.Pl. Mono - P.our Two Pour M TT28 SSTB 16 SSTB 20 HD 2A SSTB 16 SSTB 20 HD 5A SSTB 20 SSTB 24 HD 6A SSTB 28 SST9* 34 HD 8A SSTB 28 SSTB 34 HD10A SSTB 28 SSTB 34 U.J" V) For 2 Pour Fdn, add 6" to the NOTE: Deepen Footing • 3" Min. Embedment. 3 As Required To Obtain Anchor Embedment and Concrete Cover. SIMPSON HOLDOwN 2 1/2" C844 clr-r_- 2 1/2" SEE DETAIL 1 FOR REPETITIVE INFORMATION S Vk/ I M P Z03 0 N Hu'-'- L D U"*% W-0 N vv/ STAB BOLT .SEE DETAIL 1 FOR REPETITIVE INFORMATION W/ Sc, 9"n , r SEE _4 -,, M PLAN See Found.. Plan LOT SIZE 6826 SQ.FT. BUILDING SIZE FLOOR AREA 1352 SQ.FT. GARAGE AREA 460 SQ.FT. PORCH AREA 48 SQ.FT, TOTAL 1860 SQ.FT. SITE COVERAGE 27% SUBMITTAL SET REVISION DATE PLANNING SUBMITTAL 11 JUL 2002 PLAN CHECK SUBMITTAL NO. 1 26 AUG 2002 PLAN CHECK RE -SUBMITTAL NO. 2 ESMON Ys CI NO-CS7504 EX .1 V OF 0 u. F U N T ON D E TAI L VVU 11U. %ju I "JIj DATE: 08.08.02 DRAWN BY: S.H. . ". . . . . - ­ - ': , somr,". '& : : . n. . . . _` P"A"."RT �`*r, ­---�� -, G "E' NS..".E.-RAL :-, I , .1, _­ , , I . . I I . .1 . _ " 1. . 441- .-. �tic .. .. ., , . , - .6pv ' . ' '' '. . ' 'OR -14TIV fir x ` --SUCH� IN THE � - - * � I . o * , -S .. -.tW .. IS - . ­� "to' . _I�R . M. D. � A . . , I . ,-.,�..;'�,.;: . 4*�* E�,-R SO .... I . �' . M'.. I -TH ", , " IN . tl , ... _ . . I . � ' - . : . .1. .. .It I.; . I . -C.T. THE, CONVACTO ISHAL .. '�6*0 " WNTKAC OR. �'AWEMENT'M` 1AINIM'. T6� Tflv§-�` 00JE .L , � ... . ' . I I .. -­ . I .-1N, 'K . . I, T - SITE$' ON OR OFF THE S-UIMCT . . �,# , .. , - LL` : - -AROU i � ' t ,-.1RUr � . � . / �_.004j"--�­ , ­k* " - ,,,, , , -.. , D. AND A8WIT""M - PF ". . v Sit' ­` ' . . CT -.0 - .-I ,M , HE t.4CON CUMENT '� . A " INDW ' � � '6 TRACT 0.0 " .*. b0t.R ' §­ ' '' 1,0W-'tN`-T1iEz'10i*"" '66AM .7 ., 'T I ' , ' ' ­ OR * , I I ' ' SPECIFIC0ONS, . . , �­ ON, M­ OTOR. A0 . . . ,, � 6_1 � ,,, _.. . .. CONSIS. -. -40-FF: !',- E. �` � '' " k ""A 'ED., DRAWINGS AND ­1 ... I , ": �,:'l 0 ZE .. * . 0WO.'/ ". . . � r ,H , �� , C . ... , NT.',-' -AiiOV . ' I 1. . _ . , , , . , D AY -APPROVE -10041, �.-, 090ERS - .RE�A-S , - � . ' ' i �ks& - .R,'�'C'Ji�l ".M.NTS, AN . a , � .,IONS- ' �BULL�ETINS, 1:.,14 . , K.E A . - - ' .1 . � I ­ 'kDA.-T0..S�tH,WR!* . . ' -AS� 0-MER' 1A Y�STATED I � .,�. " _ .. � .. ., t ., Vw I * ' " ' "Ot 4S`- EN - T , -� -W - '. PE - '. FICA,. WNS`- OR 4_0 I � ,11:0 SE S C CALL . I _. � ' ' * - - ' I ­ ,�. '' ­ ' -�W'':'N�_' EN T-5- -THE. CON _ .S" , � VIDE.' -AND -PAY, FOR-'M . .C.L.W TRACTOR' . , '.. 1141 . I E�'ICOW.'MA�T­`,"­ ," . ' ' ' 'k(ALS. , . - , .. ''LL'. PRO ATE . "M . . . I . . -, . A , 1. . 1. .. : . '. , , I . � . 0ATION, -ANY'OTHER ITEM REASONABLY .: �fA,W1.,''j-o6_$ �-: " " "' - T.' I M PtR L. __ . '3 - 0, EQWPMN ii §.. I - . --$ER14ES.,,:AND . . I . ­�. r -.�.)�, "' * , ' ' ­W _ . � � ,.1. - -R-Y -' F - HE`JM` � CMAI. .-,'.T0.-,P AND .00MPLETE T . ' 1 4,;7,�,,� .., ­f� - �. I I 1. , , , ..'. , �. ...'� ,­,-�-­­ 1. I . .­ . I. 1: - . '. , '' . . . I . .6i � -, -_,';,,- , -- I . I .. . .. ­ - ... ".. �'.. 0'.,: . , " t " I I -.,.. � .. . I ....., .,;. ­R' SHAL .PERFORM ALL WORK:Mk--A-QC0ftANCE WITH THE, CURRENT EDITION ... -THE "CM, TRACTIV L I I � . . . ... I . - ­ * . ' i I , ,_ . ' . , MOSE -BY . . _' ' '- FORM' OWLDNG - IN. lb ­ :.: .0P,:.THE .0 ODE, SS IDICA ,, ON ,OTHER �APPIMED . , Nl� ! - -� I _ ,_ C , UNLE . � " , � ­­ * . 'O'ING - '" ORMNANCE, LAWSv'GO - 1_4 IONS. AND STANDARDS. QR THE . .�`,SU ik `*. DES VERNMQ4 A,`.­,R . . EGU LA T. , ' , '. , .."� ­.�� .. _.io, I . , '. ' 'ST- ...'' . -:DRA%RN G.S.- - k &ONTRACTOR SHALL' t" 1. ..IEPS TO'MITIGATE, S141ELD ORPROTECT "I �FPDXCT� ' . . . I TAX "AL1. . ... .., � ' '' "' . . . �:-,114E OR'04 T FROM .DEFECTIVE OR HAZARDOUS" .CdNIXTIONS. 1: - -:. I I .. . . .. . . . . ,10, . 1. .. .. . I . . : .. - . I I � � , . I �, ... . . . I . . . ,-,.� ­ � ., � .. .. I I . , . . , I I I . . . . , .,.111.1 1. . . . ., � . .1 . .1 - ,:,: I .. I . . . ; .. 1. . . :" - i.-O$ � SAMTY- bODEOS, , �., I . . . 1. I . ... i. I _1 . : .. . '. . ,� . . ' .1 . � ; . �., ­ , ­.. '. ,�, '-`1 7WE-VA-VACTOR tHAt' ETAIN AT THE WORK SITE COPIES,. OR SUITABLE EXTRACTS- OF - �.' � - , 1. - �. .. ' � L�L �R .. ­ . -k -�- 6� -0CAj ON RQf.jI0N SAFETY, ORDERSj. AND -GENERAL INDUSTRIAL -iSAFETY .,OSH ­'.'-:StA!t.. . 1 - C ST . . . I . . , , .. . . . . I � , , , ,:. . ... I -.� � . I . � - . �.-OgDER$,:,..t�i3bt-S'..��o:"REGt-JLAIIONS., . . . . : , � . I . . .. . .. . . I I .. I . . . . I .. . . . . . . . . . I . . . t.04' ,WAIVERS, QF,.UENS: I " .. I I . . , ` . , , I . . , . I SH LL PROM - OWNER - . . . .. �. -:CI*7R -10R bE'THE ,F LABOR AND � �. *E RAC -, �' A . WITH CERTIFIED WAIVER 0 ' 1, . .!'MATERIAL 1IF,NS BY CONTRACTOR AND'ALL, SUBCOWRACTORS,, LABORERS; AND SOPPLIERS. THE I ' "' - . , . ,' �1. , .:.,"S;666**ACT0R" AS USED HEREIN REFERS .TO A PtRSON OR ENTITY WHO HAS A DIRECT .1 JiRM , � 11 , . . WO THE SITE OR ANY AGENT, I CONVACT-WITH.1H . � , E, CONTRACTOR TO PERFORM ANY OF THE, RK AT , ' .1 $U.8­ AdENT, -OR, INDEPENDENT C"ONTRACTOR VM0 HAS'A CONTRACT WITH A PERSON OR ENTITY . '6k E'GQNTRACT'OR. THt,:FAILURE OF.OWNER, T' ' I OIRECTLY­6 411M.TiNG- WITH: TH . . 1, CoPiS 4,'-:.bE,k-'W_A1;V`E9S .AS PRO"ED IN, THE, PARAGRAPH, SHALL, NOT BE DEEMED �A WAIVER I . � . . , O�"-lHIS P.'A,RAbAAP.'H- Ok OF *THE­=NTRACT0WS AGMMENT TO SUPPLY SAMF_ '- I I . . . . ... . , . . .1 . I . . . I . . I . . . ­ , . . � . .. . I I . .. . � . . I . I . . 05-' DRAV4NGS;.AN0;SPE0FtATIONS- - . � . . THE. -PRWECT'DRAVANGS AND SPECIFIC ATIONS .,.ARE*'IN TENDED TO SHOW AND DESCRIBE THE . . . . I � . . .1 . I . I , - .­ WORK FO� NE PRUCT � AS A WHOLE. PAR TS­ AND 'DETAILS, NOT'FU LLY "SHOWN, OR DESCRIBED. Ot . I .. � . . T14E PRAXMNGS,.OR, SPECIFICATIONS SHALL BEDETAItED'AND EXECUTED ACCORDING T 0 STANDARD -- . FIRST CLASS PRACTICES., . . IF THE QONTRACJOR OR ANY SUE3,CONTRACTOR FINDS DETAILS WHICH AF .1 " Q " ' . PPROOF, 'IT IS HIS DUT.Y TO N01IFY THE�ARCHITECT IN , NCLEAR,'ONS60K ONSAFE.,OR NOT WATE . . I AIW�.,OF SUCH-VACT'. If WORK IS�-PERFORMEa-.A-S KT ' AILED, 11 fS' ASSUMED THERE'iS NO - I .1. 11. . . I I.. � ' ' ' . .. _60s�Qh TO, TH.''.'VETAIL NO.,EXVA C0MF"SA'fl0N`-.1ALL-8E ALLOWD �OR DIFtEREINCES - . � ,_ - ' . � ' . . . Q. E . . . ' THE CONTRACTOR."LL . 1. I.. SIONS AND' THO ATED,.0WORAWINGS. . .-$ET).N'E-Eil,,-AjC,T,UAi-'-"�'.b-ribI � - ' ' ' SE INDIC' - I � * ' i _ -A1N',AT­.TH - '�§X A FULL St- T OF'AUTHORI&D. DRA G. D E ; .ATjONS SUCH SET - . 14AINT . . , E. . .. .. I . .. . � I I WN S AN SP CIFIC - - * , . . A ,'.AU'.TH ISIONS BU m . I Vk-L tNCLU- D.E - LL I . ORIZMCHANGE ORDERS, REV., . . . , -" - LLETINS, MODIFICATIONS OR . . . . I ' . . I. . .. I . I �, I � . 1. . . . . . . . . . .::ADDENDA. , "..' I , I � . . . . .1-11. I . . I.. . , , . t . ­ I . , I . . . � . I !". - J;106 0 W.- I �W "DiMEN : - . � . I I . . � . I . ­�,., I ' .$IPNS1. ' . � . . .. �, . .,: �� " -,� jfit']�ORTRAC TOR. ,.$14ALL CHE.Ck'.ACCURAC.Y'OF--,AtL DIMENSIONS IN THE PIELD PRIOR TO . , �� . � ' ' , . '' . ' : I I - ,.-1a.;.*U,. . ­ . 11 'I., - , .. - .4CA'110N OF MATMAL OR PRODUCTS *ORDERED FOR THE 04MENCEMENT . OR.,FABR Is , . � . ' ' I . ' * . ' . � P ZNECT. ' THE'C04TRA , ��4 % FOLLOW THE". SPECIF -A S AND ANY"WRITTEN NOTES AND , - ,_R . - -1 CTOR . . . . . IC TtON - " � 1. ��o . 11,61 , . , *! � - , .� OR.'- RAVONGS *`PREFEREK. TO INFORMATION PURIOSHED IN .',THE-PORM OF LINE . . . . , . .. ., I .X. ._. . . ,� ' ' . - .- T1 . RAONG&' . DRAWINGS JRMSK0. I I S' -`-00A1LtD­- DVRING MNSIR6CTION, OR -ACCEPTED BY THE, ' . . 0 ` '' i . ' . . . .:,c � . . , . o'ONTRAC,."-T'OR'.-"OR'Ot*'!TtOT,',AkE 'TO; BE QQNS I . . I ,H . IDERED EXPLANATORY RATHER THAN AIJTHORiZED . I I . . . , ,_ ; I .1 tb. 'Ttt ��: MAWINGS ANDSPECIACATIONS; -NOT8S FIGURES AND 'DETAILS iON SUCH , , .1 I 'it" . .. . a . , 14'. , � 4. . , 7 , , , :, ­ - , '. .. - - . I . � - - OW D EXECUTED BY HIM AS PART i. : � - DRAWINGS SHALL BE FOLLOWED- BY THE CONTRACT ' AN . . . .. IL, I 1. 1. �, . . . . ' . . I . . . - . . �' . I . . I � . . .. OF - THE-SPt6RCATIONS. .. .. .. �. � . . . 1. � I . I . . . . . . . , .. � . `-AC I I . . .. . . � . ­14`07 ,SUSCONTR , tRS.' ' . . . . . . ' . . . . ' ' : .i. i 1. I 1CATIONS INTO TRADE HEADINGS. GENERALLY CONFORMS:TO CSI ,0 ' . I � Dl-.-�ISION OF THESE � ECIF I., . ' ' . .. . ' .. 4j . � 1. - THE IS- OT BOUND ..'MMOAL'017 Pkk�.Mi�'..'THE�'AgE..F'OR.-CONVENIENC ON . . I . . . ... E: LY,-� I I . ARCHITECT N .. . . . . . . 110 D6*,', K--,',Uk1TS -OF, ANY SUBCONTRACT. ' . - . I .' I - - ... I . . .. . . . . . . I .- ' . 1; . . , . ­ - ' .. � . . . I . . . . . . :1_1"06' S-U c­ CONT AC - . I . . I . . , I 0 " - R TOR' . . ' . � �.�., 'At� I . . . - THAT ALL -WORK 'IS DONE IN A PROFESSIONA , . - .Su#'� �0000ACTOR* �H'Ab_- INSURE . .. I . - � I .. .. .. , -E .MANNER '' D MECHANICS AN . D SHALL REPLACE ANY.MATERI � WOR.,,,K�4At4ill( By SKILLE 1. , - . -, 1, . .. . � .1 ' _ , ., . M.�: " i. . - , ..0 , . , . 14� ..M ''DAMA ED BY SUB, CONTRACTORS, PERFORMANCE, -SUB CONTRACTORS AN _- _.o .-.Ml§ - - � . I . ' * . ­ , . 1,,t � �-. .1 �.­ , - . . . , . -I. � , S-I..- . ­% . . ' Ic .. .I- E,.�HERV BY -NOTIFtED THAT THI�* ARE TO CONFCR AND.COOPERATE F . � . ., .R I .. , L .. . . . . . ­ . . V - - .. - ' DETERMINE THE..- EX 0.4 `I-ACH *�"OTNEK,D . _ - ,..,X . I . ' .. I - . - 0VM,'AP OF: H * 0 THER'S W .., �kNDI �. .ORK SFULLY . q b(tEN'T � * kAC AND TO-SUCCES - COMPLETE .. . I . ,-.,.,!� - - - " ECL.Ti - 1­1 " . � - " -THE 'WORK. ALL'SUB' � . I ., .. ,�BE Of 'TH)E',C,X , U.40N� OF' -CONTRACTOR WORKMANSHIP "LL , 5 ' . . ; � . . . I ,� �, . ' _.­`�`To_ '41NI'SPECTtON BY� LOCAL'- ALITHORI'nES LENDING IN -'nT,, TIONS1. )U­A'U-T-Y, .'.1_PAS.S-- . � ,. S U , T I � � I . . . '. ... .": - F'. '.. . . . ­ . t I . , I . ...,CT -:*OR BU40ER.''. ANY ONE. TIONED INSPECTOR �. 0 ' CHM . . � . ' I . I � MAN.SHIP *.AT 1. 114�ptef`wbkx " - AN*� -WE, AkD AN* C-ORRECTIO14 *NEEDED TO. ENHACE- ' - 'QUALIT"y . 00-.`,� BUILDING -MLL- BE 'DONE.; IMMWIATfly- EACH SUB- CONTRACTOR, - UNLE :.. SPECAFtCALLY EXEMPTED �BY T+­IE TERM.$, OF'HIS SUB--r- CON TRACT AGREEMENT, SHA � I .. IR _ . .. �EMOVING FORMTHE JOB SITE ALL TRASI, . . I 8E "- ESPONSISLE FQR ,CLEANING..UP AND I � . I . . � . . AI`4.D-.:D-E.9iR'tS­--. NOT ' ' ' 'LEFT BY''01HER SUB-tONTRAICTORS. BUILDER WILL DETERMINE I ... � I .. "' '� ­U ' � . I . . . 'Som. "AFTER. `� *-B_I�JCON TRACTOR COMPLETE'EACH PHASE - OF'HIS WORK THAT TRA . _ * ., 1. � . 1, . . . I ­ ­, AND'_0039-is )Mti, -13E REMOVO FROM THE SITE. . . . . , . I - . ,:.,. ... � ": ., I . . . I . . I . . . � . . . . . ... . - .,. : I I ".. . .1 ­: ....w.: .�, . I . . � . . . . I . I . , I I I . 1.09:'STRUOTURAL. ENGINEERNG: . .1 . . � . I , * . . . . � I 1'.. . 'RefO. t4, .. tturlreht calculations fot ony question reg'ording. ' . . I. ­1406*,,.. . si- btarn on'd. header sizes, footing . and shear ". � ,grqdo I � - .. 1s. .., . : ... . . I I I I . . I . . I . .. . ,. t0uirllii�mtn � I ' '�: � - -No il6vic6qns -from, sti�uc-turol details shall'be mode without * . . .1 I 1. ' I 91nor'. . Approval' , , , . ' �� . " - I I I I. * - W. (O � . , . . . wntten-' vol', of tho Sttudturol En * 4 . . . , I , I orif ' 'to -t ' .. . I" . '. b ' Cityletspe, bo� does n6L constitute outh 'y evidte , I - �11* . . . ..c . I . , . - . , . I , . I:. � , kom*- �Plcos or- -specil ficotions. . . . . . I . .._ . . . , I . - . . . .. . . .. . . I . . I .1 .. . I . : ' . . . . I �1.10. 1 ,EkR'ORS `bR. OWS'S'lONS: - - . . � . . I 11 ' ' ' I " . ..., I., . �' : "NE': CON IRACTOR SHALL REQUIRE HIS S , . -ACTOR IN ­':, T .UBCONTR4CTORS TO NOTIFY THE,CONTR . . ". , - . " . . - . 'WRITING -IF ANY ERRORS OR OMISSIONS APPEAR. IN THE ORAWNGS,'SPECIFICATIONS OR OTHER . I-,- " ­ ,. - .. . _ � ." t -T -'THE- CONTRACTOR, IN HIS. CONTRACTS WITH SIJBCONTRACTORS SHALL :-s-�CONI AC ..DOCUMENTS. * .. I . , Ndihbt THAT 11�'A SUSCONIT�ACTOR FAILS TO GIVE,WRITTEN NOTIFICATION -OF ERRORS OR . . .1 ' ' ' . . - I � . ".,bMt!§SIONS'.'BEFORE.'CONSTRUCTION, OR',FABRICATION OF,.WOft, THE SUBCON-IRACTOR WILL HAVE " ' . . ECONTRACTOR ":* WAIVED'SUCH ERRORS OR OMISSIONS, AND THE COSTS OF RECTIFYING THEM. TH . . . . .. � ' . t .g THAT DRAWINGS ' ARE'COMPLEMENTARY, -AND. THAT. WORK CALLED . .0NF,,.,8UT NOT'.. THE OTHER, SHALL. BE PROVIDED 'AS THOUGH SETTORTH IN BOTH, . . . . . . . , , � .1;1 � I .1 .. . 1. . . . . . . . . .. � . . . , . . , I .. . , . . . . i.11 IN THE EVENT OF CONFLICT BETWEEM THE ARCHITECTURAL GENERAL NOTES � . . .. . . I . a AN'D' . THE - STRUCTURAL GENERAL NOTES, THE MORE STRINGENT REQUIREMENT SHAL . � I � � . I . . . . I . I . . . . . 476E. RN'. � I . . ;. . 1. 1 2 . . . . . � I.. I.'' . .: . .. I . . . . � . ­: . . � I .. . � . � . . 1. . ­ I . � . . . I . . . . . . . ' ' 4%. sow oft 2011110 a 0111%, Aft . . '. . I . . . I .-PART -Z loom liT I .. I . . � . . I - - � I . I . .-101' MANOFACTURE. I ' I . . . . . . I � '. -11it"CONTRACTOR AGREES THAT EACH ITEM OF -.EQUIPMENT, � OR EACH TYPE - OF PRODUCT . I I . ... I . . . . $P,ECIF1W- SHALL.BE� NEW AND'EACH' CLASS OF EQUIPMENT, OR TYPE OF. PRODUCT, S.HALL BE - . .31 . . I .. I... I . I . . . .UAUFACTURED BY.* ONLY ONE MANUFACTURER, ,UNLE$S, ONERWISE INDICATED ON THE � ' I I . . 11 � . DRAWINGS, THE CONTRACTOR AGREES ,THAT. ALL UANUFACT .. EQUIPMENT, OR 0 URERS OF . , THER .1'. . PRODUM, USED IN.. THE CONSTRUC�TION. SRALL- NAME PRoDuab THE SPECIFIED ITEMS FOR A MIN W PERIOD'OFFIVE YEARS. FURTHER, THE CONTRACTOR AGREES SUCH -PRODUCTS SHALL , 440. , . I I I , �HAVE` BEEN. W COMMERCIAL OR I ONSUMER USE FOR -A CONTINUOUS'PERIOD OF FOUR 'YEARS.. . � . . C . ; . I �. . .- Z-02.,'* ACOUStitAL.: REOUIREMENTS. - - �1. . . � . I . . � . . I '. I . . . . . � . . : I , .. THE CONTRACTOR AGREES. -THAT AtL ACOUSTICAL WON AT THE PROJECT SHALL CONFORM T( I . . THE REQUIRE-iAEN%'a ANY REPORT PREPARED BY THE PROJECT ACOOS11CAL ENOINEER.. . SUCH , 11 . � I - .. . .t ... lo . . . . . 10ORT: ANQ- -ANY DRAWNGS INCIDENTAL THERETO, MAY BE OBTAINED FROM � OMER. - THE - , . ". . . : I , ACOU-SICAL.�--ENQNEERI REPORT. '1NQL1JDESi - BUT. IS NOT LIMITED TO THE POLLOWNG SUBJECTS: - : ­.. � . . . I � . I .� JaAZ*iO� AWMECHANICAL, VEWTILATION, THE CONTRACTOR AGREES THAT - SUCH., ACOUSTICAL I.. I '' . . . I . I . ,AB,E ­ � . I , T* , , _MA TH 150.., �. CRITERIA 'TAKES PRE CE , .,TE-M-kS -CONTAINED IN E-PROJECT . _. '04' X . _ , . COEN' 'OVER I .1. ,-- � ­ I I . . . . . I � . � � I I I . . . DRAMNGS.'Ok- VtCIFICATION. . . '. � . I I . 11 a . . . - � � . . � . I . .. - . . .. . 1. ; .." 1. �., ­. 1 : ". .. . .� . � .1 . .,.. . � . . .1.. . . . . . . " . I . I . I . . I . . .. . . � . . �, ".. , I I .i I . I . . .. . . . I � . . . �., . . I.. . I � . �, ­ . � . . . � I .. ' ' . . I .1 � . � . � . I . . ... . � � I � '21,03, 0.T-HM-J4A7MRIAL&- . . - I., . I . ­ � ' I I I.,... - . I _ � , , , I IALS NOT .SPECIFICALLY DESCRIBED' IN. THE .. 'ON! R . THE"�C .RAC,TbR A�REES THAT ALL OTHEW�MATE , I . , , . � . . . - , . , , . . CdNTOCT Do". ENI.S,.,BUT REQUIRED -FOR, A COMPLETE. AND PROP.ER IN.STALLARON .OF THE , , . ' ' . . . I I . I I . . . � . - RST QUAUTY. . . . . 'THI . . . . 1Wb9K`,',UN­DEW US PART 2.,. SHALL BE NEW,.AND OF FI � . .1 . . - ' '' ' "' . . . I � . - . . I I I . . '. . ' ­ , I I., .1 WM, ..NO" - IN%QbED IW CONTAACT- ..1,04 -."I""' , T . 7 __. . .. 1 '�7 1 ' ' ' Z :4 IS 'INDICATED '�.--VSE OF "IN L E DRA NGS OR SPECIFICATIONS ' :. . . 0M.- tpr BY JHE - C�:il, ON TH M I . I - I I . I I THAf:-.dt0T-'Ajk, la,14S,HAVE .-K94 . �'SEPARATELY CONTRACTED fOR OR - ARRANGED -FOR'' BY THE . . I I . . . . � .. . , I . . I I � " I : . . I I , . . . . . I OWNER '-" ". 1. - I . I . . '' * . I I . 1: . . 1. AO . I *4 11'Ems -A' . ,%A% THE. FOLlb . .�, I � RE� SEPARATELY CONTRACTED' F BY OWhIER: ' - . . .1 . ,.Wo� , t, - " � � - I I.. . . . ON I -P t FOR CONDUiTS'AND- POLE WIRES . - . A. � INSIRUMENTS AND EQUIPMENT, EXCE � '' . , __ , '' . . '�,_, . . I I . I - . . I .1 . . I .1.1 . . . . . 11 . � , '2, . . . . ­ . . . . . I I . I . - I - THER Fm - -.1.11 : . , , .E, " - . . WOING, ASPHALT P0ING,. I PORTLAND CDAENT, CEMENT -DRIVEWAY APRONS, STORM - -:-.,$....',,SITE... I I � ..,� _. .. . .1'. . . �? . . ­ . . . . . ­ . . . , , . . I ,* -::. . DRAINAOE.. ' ' - �, ' , . I . . I... I . . . . . .11 . . ­ . ' ' " ' . . . . , � I � . iC. U. " G,R* I I VE1 T. FROM . NOER .- OUND VAT�R' GAS. SEWER AND ELECTRIC LINES MORE THAN n � EE '. - - V . . . I . . . . . I . . . , j I . . . .. . I . � . .. � � - . : .�. PRU& I WiL6,00S. . 11 I � :,. .. I I , . . . I . I � . , . . . . . . . . I � . � . � . . . . .1 . . . . . � I .,.,.D..' 'L-'At,*`,"kA0ING#: , " I . . I , d I . , I.. '"' . . .11 ; . . . . . I I I . � ; , E. -:. IRR I ,� tm - . . � . I . , .... �,, � (-;KTIDN SS - . . I . . . I . . . ­_.�. �-..!---;'*�'�,�:.*'-','..-"",.",. '.. . � .1 .1 . .. "I I . � I 1. . I .1 I . . . I I . . I . I . 2.06 SUBMITTAL& - .."'. ' ' . � . . '' ' ' � - ­ "'C" _.S4OP A. THE CONTRACTC ..,- . `,10- SU8M-T-',-'QR,L,�,, USE, HIS SUBCONTRACTORS- TO�SUSW;, . 0" 461* W- I '' I " ,,,_:... A_ .. . . . ... m 15.-�',,A,.?^1.1.'-X. RK-7�-UPS-.REQU,RtD,"8Y THE.'CONTRACT PPRWIJCT.�� DATA, ,�tt ,,,,,,.,, . 0 ORA*N0S,,1- .1 I ." I I .. � .1 � S.A. . : , ,0. . � � � . ., 1. � . I ". .1 .�­ I : , 1:`;*� � ,--,. t� . . . - . - . . � DOCUMINT&' ;.- , - 1. . . .. ..., I 1. . . . . I . ,;, . ... WN . ". AWNGS TED fN ,A - CLEARj - ., , 8` THE� ftRAMR AAES THAT .§4�p-bk ' ,-.-$,HALL A.:AtSEN . . . - , � - ' ' TH&�b ' ' '." '.,DEtAILt--._Ib'tN I. '6V "I I . �', T . EU 'AND -DETAlt,,. 'AND CH MANNED ., pf TIFIE - - Efa ,O'-$� . . Y�* . . .. - ' .'NU. BE " I I -'-� 't A -Ad -.bbWM0qTS. . , 1, . I -04EDULE . , . $ -,OR - ROO-14 M - RS., � *10W� i:.QN ME L ON T I . I . . I ..", , ... . I . . . I L I . . . . . ''.. ...I. . . I I 11. I . I � I . . .. . . . �, , ­.­ ­1. .. ., . 1. I I , . . . ,.. I i. I . '�L ' . .. I.. . . . . . '. , , � . � . a . . , . � � . . � : . ,� :1.: I . ., I � "I � � . . . �, .. I . � . .. . . . 1, , , . . "I " I . .. .� 1.,_1 - I . . . . C. PRODUCT ANDz.EQUIPMNT--DAT.A:, ` . � I ,,,'. . :-, .... . . .. :. . . . . � . ' .. 'PR . T . -ECAIPMENT DATA SHALL' BE - 1. THE: CONTRACTOR AGREES., THAT C601t,S -OF ODUC .:OW . 0. ' * I . jj' - L Y, . 1. "' Eft.-T, . ., ,. S, WOR . Kr.' UPS OR � M . EARL M)OKED- 101DEWIFY ARTINI ' ' -`k0bUCT . I L * ­ODELS. THE , . _ _1 . " tQUIPMEN T DATA,,'SHALL SHOW L PERFORMANCE CONTRACTOR. AGRt6-'. T.14A-f`-'PR,W.UCT` OR-.,. I " . . � J . .. . 1. * . � 1. .. CLEAR 'NCfS "RING ' CHARACT m-MT,tcs 'CAP 40-TIES4,", DIMENSION$,, -REW", 10ED ,A . 0 , V - . ".. , '.. . .- '. I ' . I DIAGRAM& -PfPIN0-..'.bI'AGR I A% . M"S ANO ' CON' MOLS1. ,� -- . I . .. . . . It I . � . ' .. , ' MA11C DRAWING CTO' � ­ THE MAN - Z THE CONTRA .R.I.AGRtES � T+­(AT . . . . . I ' I . - . . -DIAGRAMS OR. $HOP DRAWNGS,�.SHALL -BE -MODIFIED - TO- DELETE INFORMATION N ' OT ' APPUCABLE'T.0`114C WOI�K,,.' AND !.'.�dZT-HE4`. THAT IF. .NECES�SARY, ,.HE SHAL1 SUPPLEMENT .. ..;� .. I ' I . -tTANID-AROA,NF-0 RMA TION ".-.0k-SUJ�R "SCHNA71C DRAWNOS� DIAGRAMS AND SHOR-. . ' ' .. - .... . .L " _LLY WORK.., : . . ... A ' CIFIC-A. . I -DRAWINGS TO PROVOE.ANORM. TION..$PE '"' APPLICABLE .T:O- IME . I 1. " I . . . . . I � I 1. . . . . . () � - , C;AOLES "ANb MOCK-UPS.- . '. 1. I .. 11 I . . 1. . . - .1 -! . � . I '! � 1, . . . . ' R , OVW,.�'L - CAU8E 'TO BE PROVIDED, OFFICE" SAMPLES, . 1. THE: b*T'RACTQ.R- AG E-ES TO PR I OR I . , L I . . ' A ' -10UALI . � , . ' . ' AgLY -ILLUSTRATE'. -FUNCTIONAL - CHARACTERIS11CS OF -SUFFICIENT-SlZE NO.' 'V`10 CLEA . . . . ­ .. , . . . "OF PRODUCTS 09`P ORALLY RELATED PARTS'AND ATTACHMENT I . DEVICES. THE CONTRACTOR. FU ­ E - -TO PROVIDE A FULL RANGE OF COLORS. 11 RTHER.'AOkE - , , FOR SELECTION -BY THE ARCHITECT.* - T . . . . ,CXTURES, AND PATTERii4S.. OF SXMPLES, . . ' . . I 1 2. THE CONTRACTOR, IF REOUIRED'SY THE CONTRACT DOCUMENT ' S, SHALL ERECT, AT THE � � . I ''PROJECT SITE� MOCK- UPS OR FIELD SAMPLES*, -OF THE "SIZE SPECIFIED IN TH. E .. . 'SPECIFICATIONS. AT A LOCATION SELECTED -BY THE ARCHITECT THE, CONTRACTOR - L .. . I FURTHER AGREES . TO FABRICATE EACH - MELD SAMPLE AND MOCK- UP IN A COMPLETE I . � CONT*RkTOP� AGREES TO!' REMOVE .FIELD SAMPLES . . AND FINISHE-0 MANNER, AND -Tke- � I . AND MOCK-UP5 UPON COMPLETION OF THE WORK OR MEN THE ARCHITECT : . . I ' . . � E. CONTRACTORS ADDITIONAL RESPONSIBILITIES: . - I 1. THE* CONTRACTOR AGREES- TO REVIEW SHOP - DRAWINGS, PRODUCT DATA, SAMPLES AND , MOCK-UPS PRIOR TO SUBMISSION' TO THE ARCHITECT, 1 2.-- THE CONTRACTOR AGREES TO DETERMINE AND VERIFY.�FIELD MEASUREMENTS, FIELD.L I . DIMENSION$, FIELD, ONSTRUCTION.- -C9l1tR1A,*.CATALOG NUMBERS, AND OTHER SIMILAR , . . DATA T6 INSURE' SUCH MEASUREMENTS, MTEkIA. NUMBERS..AND DATA CONFORM . � I , I E ' ' OTH T�H.t Di�AWINGS, OR SPECIFICATIONS. I ­ . REQUIREM L 3. THE CONTRAC ' GE ' ATE EACH SUBMITTAL NTH . THE. WO' K A 'T . . ,R ND -- fjE � C. ON -TRACT DOCUMENTS. ' . . . . 4. THE CONTRACTOR -.AGREES TO -NOTIFY THE"ARCHITECT IN WRITING OF ANY " . .. L . . 1�M0b1FICA1lONt,-00,QEVlA1!ONS IN THE SUBMITTALS FROM REOUIREMENTS OF THE . I CONSTRUCT -ION DOCUMENTS.AT THE TWE SHOP -DRAfflNGSj'PR,0JECT DATA, SAMPLES ' . I . � . _ A�E L SU13MI ­� . TTED TOTHE ARCHITECT.' . . AND.MOCK 'UPS . .. . 1 .5. THE CONTRACTOR W. L. MON -NO FABMCATI'ON OR PROJECT WORK WHICH REQUIRES I I � .SUSMITIALS 'NT tt"A * 'A HITE T, U PL-SU810fl. LS .,RE RETON.E0 WITH THE ARC C S APPROVAL. I . I . . ' . . . I . . F. SUBMI$SION. �REQUIREMENS,- ' '.' L ' . 11 .." .. . . . . . ' " - .� I i. TH EES TO MAKE SUBMITTALS PROMPTLY IN ACCORDANCE WTH THE .. E 'CONTRACTOR AGIR . . ' "'O' THE. -WORK AND.,4 "A WHIC ACtEPIM SCHEDULE. F IN .':.MANNER`.'.: I H WILL CAUSE'NO DELAY . . ... I I . I I . LOP' THE.- (:O�TRACTM-.OR'-SUB,CONTRACTOR-S. : I . ' IN_ !HE.. WORK 11. .1 I . OPIES OF EACH 2. THE:CONTRACTOR *AGREES' TO PROVIDENO �LESS THA.N.THRE.E C I . :_ . L I ' , SUBMITTAL TO THE'ARtHITECL L MIX. RETAINING NO LESS, - TH-AN. ONE COPY HIMSELF. � . . � � I . . � . I VATH REGARD TO S�MPLES'AND MOCK-UPS,* THE CONTRACTOR AGREES TO SUBMIT TO - � . . I , -' *SAMPLEt. 00-MOCK-UPS STATED IN THE 'DR . THE: ARCHITECT 1HE ' ,NUMBER OF .. . . . I . , - . � . . . . -OR. .SPECIFICATIONS. �, .., . . 1. I . . � .. L . .. 'ON . TRA ­ R, , AGREES THAT . SUBMITTALS SHALL CONTAIN AT LEAST THE.FOLLOWING . 3 THE C . CTO � I I I I I � . . I . . . . . 'INFORMAITON: ", , ' - I . I "". I I � . I . . . . . 1 tON, ' . OFL �S . . A. THE'. DATE, ,US.MISSION AND DATES -OF ANY.PRtVI0US,.SUBMlSS - I . . .. I . . . . 9-THE PROJEtT TITLE AND NUMBER.' . . .. I . I . " ' . I . . . . . C. THE CONTRACT tDENTIFItATION. . . .:. . . I L - D. THE -NAMES. OF"THE CONTRACTOR' .SUBCONTRACTOR U ER I # 11 I .S, S.PPLI AND . . . I � I . . . . . � I . .. I . kLS MANUFACTURE.R,- - - -, - I . .� ,� . 0 - t. AN IDENTIFICATION OF -THE PRODUCT -OR PIECE OF EQUIPMENT, WITH �. . I I . L . ULLY ' SPECIFICATIoN.'St.�"noN �NUMBFR. . . .1 . ., . . 1. I . I - . ACT F�, THE FIELD.` 01MENSM.S1, CLEARLY - IDENTIFIED AS SUCH. I . . . . ; 1. . � G. THE RELATIONSHIP.- OF- THE SUBMfTTAL. TO ADJAC�NT OR MTICAL FEATURES OF THE . _ ­_ WORK ORMATERIALS TO SHOW THE INTERRtLATIONSHIP OF SAID ITEMS.. .. . . I H. APPUCABLE' STANDARDS SUCH -AS� A5TTM,'-ANS% JRADE STANDARD OR FEDERAL ' . HL.. fm L S . SPECIFICATION NUMBEO FOR EAC I "MI. , , ., . . I THEI - 1. THE IOENTIFICAtION OF � ANY M0FJtATIONS- OR DEVIATIONS - FROM THE-. . . . , � . L . . . . Ss CONTRACT DOCUMENTS. . I . I _L J. THEADENTIFICATIO L N 'OFL REVISIONS ON, RESUBMITTALS. " . . �. . - I � . I . . I . . . . . I . . . K. THE CONTRACTORS STAMP, INITIALED- OR -SIGNED C�RTIFYING (A) THE . HOW - ' . I . , � � . I - ' .. CONTRACTOR$ RE-VIEW,OF SUBMITTALS, (B) HIS VERIFICATION OF PRODUCTS OR H . - "AND ON i CRITERIA AND � - - , APMENT, FIELD'MEASUREMtNM, I FIELD t STRUCTION I I EOU - . W! TH TH - . COORDINATION. OF THE :INFORMATION. -WITHIN THE., SUBMITTAL E I I . I . . . REQUIREMENTS OF TRE'," WORK. AND. THE*- CONTRACT DOCUMENTS. . I 1. I -G. RtSUBMISSION .REQUIREMENTS' - ", . I . . . 1. ..,THE CQNTRACTP� AGREES TOPROMPTLY LMAKE ANY .CORRECTIONS OR CHANGES IN THE - . SUBMITTALS REOUILFtED, SYTHE ARCHITECT, AND RESUBMIT SAMEUNTIL'THE ARCHITECT I I A . � '': . . .�f .� � I.PPROVES SIUCH RESUBMfTAL. ,�- , I I 1 2. W TH - REGARD; TO -SHOP DR,AWNM. PRODUCT OR EQUIPMENT DATA, SAMPLES,OR , ' . . I .1 . . I MOCK-UPS- ,' ' e .1 I ' A� THE CON,TRA�TQR! It, REQUtRED. BY-1HE* ARCHITECT. TO DO SO, AGREES TO RE\ASE I . . . . . . INITtAL. DRAWINGS-� DATA AND I RESUBMITSUC4 ITEMS AS SPECIAED� I . I � I B. THE I CONTRACTOR AGREES TO INDICATE ANY MODIFICATIONS OR CHANGES WHICH . HAVE BEEN . MADE - OTHER THAN THOSE -REOUESTED BY THE ARCHITECT. . . . .1 . . . . , . . I 1. . H. DISTRIBUTION: - �'. ' ' . � .. . I THE CONTRACTOR AGREES TO DISTRIBUTE APPROVED REPRODUCTIONS OF SHOP DRAWINGS AND OTHER'COPIES OF PRODUCT OR EQUIPMENT DATA TO THE..FOLLOWING' � . . I . . . . . 1. JOB 'SITE FILE. . . . . . 2. - RECORD ''DOCUMENT - FILE. . * . 3. APPLICABLE SUKONTRACTORS.. � . . 1 4. . SUPPLIERS 00 FABRICATORS. . � . 5. ANY 'OTHER -SUBCONTRACTORS W140SE WORK IS AFFECTED BY SUCH REPRODUCTIONS I I . . . OR COPIES -,.-OF DATA. . . . 1. THE DUTIES OF. THE ARCHITECT ARE AS FOU-O*S:' � . . � I L 1. TO RE)AEW SUBMITTALS WITH PEAS-ONABLE PROMPTNESS AND- IN ACCORDANCE NTH . THE PROJECT SCHEDUL,E'OR SE01tJENjCE.F0R , DESIGN COMPLIANCE ONLY. . 2. *T0. AFFIX 441S STAMP AND HIS'00TIALS .OR SIGNATURE, AND INDICATE REQUIREMENTS FOR ACCEPTANC� OFL SUBMITTALS%OR RESU8MITTALS. . . 3. TO RETURN SUBMITTALS. OR RESUBMITTALS, TO THE ,CONTRACTOR FOR DISTRIBUTION, OR I I . . . . . . . FOR RESUBMITTAL � I 1 4. THE ARCHtTECT HAS NO SUPER\ftSION, OBSERVATION OR INSPECTION DUTIES IN . CONNECTION WITH THE coNsTRunoN'COVERED BY THE CONTRACT DOCUMENTS OR ANY RE,\AStONS.04ERET0, OR FOR ANY WORK 1N.PROGRtSS AT THE CONSTRUCTION SITE. 2.07 CONTRACTORS RESPONSIBILITY TO ORDER MATERIALS. AND . . . . I . � I . . EQUIPMENT: . � I . ' . .. . . . .. . . I . I AS'SOON AS.ANY'COLOR, ME OF-.VATERIALIZ-OUIPMENT PRODUCT, FIXTURE OR APPURTENAKES AND SPECIFICALLY IDENTIFIED. OR SPECIFIED -IN THE. CONTRACT DOCUMENTS. . ,. 'EQUIPMENT. FIXTL*E, OR. APPURTENANCE SHALL BE ORDERED BY I. _ .1 '. I . I I . THE CONTR - ACTOR IMMEDIAT'ELY'TO AVOD ANY'DELAY IN.COMPLETION OF THE PROJECT. NO 1. . . . . -BE . L- ARCHITECT RESU PNG FROM THE SUBSMUT1 ' ON �WILL CQMIDERED 'BY o THE, OMER �OR , LT � - . I . CONTRACTOR'S -FAIWRE 10 COORDINAX, .THE. WORK OR COMPLY, WITH, THE "ABOVE 'REQUIRED . . ' I . . . , I . PROCEDURE.L '... � . I . �, 1. � I.. I . . . . . . . . . I 1. I .. I L : .1. .1 - I .. L I . . , . I . . � I I I . :. . . I . L. ' . I ' . ' * ' i I . I . I � I ' ' " " L. ' ' � %'rrw a - it '. - . . . . I I . I . � . . . 10 " j -,- � A,tLC*" , "T ION '* , ' I I I Ift' A n"T - ". '� ..'�'. E .. I .:V- .1 . 1..� . ­ . . . _­ ­. ... - � 3.01: PREPARATtON-.. ., I I I - � . 1. .1 . .1 ... 11 L I . . I . I .. : .11.1 I . I . . I . .. . . I . 1. .1 k SURVEY _REOUANW�: .' . . '. � . .. .. . �. . . . . � .. . . . . '' THE CONVACTOR AGREES� T,Q',PRO' - ,, ADE A'REOSTEREO. SURVEYOR OR CIVIL ENGWEER TO - I , . . I � . I L .' ­ . . . . VERIFY ALL SURVEY L LINES— AND -ELEVA. TIONS:WS,'�.INDICATtD'ON 'THE. ORAVAN-M,.', THE, . .. .. CONTRACTOR FURTHER AGREES TO, -.MAKE ACTUAL-. CONDITIONS "CONFORM TO* -THE DRAWINGS , I . " , , . OWNER. ' � L , � . . . � OTHOUT QbITIO�AL CQST ,TO. THie' . I I .11 . . L . ' I I . I . . . . . I 8' LM CONDITION I � I � , . :1 .. '. . . . I S.. . .1 . I. :: . .1 ". , . . . . . L I . THE:. CONTRACTOR'.'AGREE�- � TO. VISIT THE JOB .�SITE'PRIOR 10 *COMMENCEMENT Of . ' L ' I . . .. � .: 1. . I CONSMCTION AND . �T6�.fX...-�FULLY,,-RESPON OF,ALL GRADES, , " . I . ' � E � . 'RE,QUIRE.BY . * ELEVATIONt -CONDITIONS ..AND, DIMENSIONS, , THE - CONT-RACTOR., AGREES TO . .1 'PE SIB I . I () CONTRACT 'THAT EACH SUBCONTRACTOR ,,BE.-.S.0,L,EL.-Y . SPON .(JE FOR, 1HE FOLL WING: . I . ' ' 1. . . . ' . . ' ACCURACY OF'DETAILS.-' 'QONF1RWA-,110N.,ANLD COMINATION OF.ALL,-OIJANTITIES AND 11 L .. ., I I . I I . 'T - 'F . . . P 'O L C . ESSES, � ESTABUSH , TECHNIQUES OV ' . , 'DlMENSIdNS,.SELEC NG AM ' CATION R � INO , . , I ASSEMBLY.: At4D*',,P F .' G -A ORX]N: A SAFE At4D S-A,T19ACTORY- MANNER. . I , ER ORMN, 'LL W I .1 L . . . I . . I . �� . . I 11 1. I . - . . � . I . . . I 11 . . I C. SERVICE LINE$:, .. ',� . .1 . 1. . .� . . . . 11 I , 1.�-­'-THE.0 ,TRAC-TOR-�AG.REES.TOL.':R.EMOVt.OR RELOCATE THE, FOLLO)MISIG.. ITEMS WHICH, ,, . _QN * ' .' . I I I 1-1 . . I J � j , " �.K -R- GAS, OR VHER . .11, INTERFERE VTH �q4S.TRV.CT(bN_ *ORK:.' MN - � i WAI� , ,. DR-' I AGE. . W,k , . , . . . .. ., . I _ . . . . I I . I . ' � .WtLL A -H I PIPING 'OR CONDUIT. * . I I EUTILITY SERVICE LINM .A S. i .S LOT - ER . ..'.1 � . . 11 L I . I � . . AL .., -'AND � MAKE RG - E Z THE, - CONTRACTOR, 1. SO .A09EES. TO. CAP., OR PLO,, I , HTAT. TH ' - ' ' I I .APPROPRIkTE­ -UNEj,._SERVICES- -WMH -ARE TO.'BE'REMOVED OR RELOCATED. I I . I , . L . - . . .1 I 1. � I �.:, .I ! . I � I I.. .� . . I", . I. . . . I . . . .1 �. I :, .. . I . I . , f . . I . . . . I . � I . . . � . I - ,�- . . . I . . . I . . . . . : . �. . -&� THE". CONTRACTOR -AGREES'THAT NO: ACTM,: SHALL BE TAKN,,UN'0- -...-SECTION. .3.01 C . . , 11 . I I . . , . 1. I I ; . . . . WITHOUT AUTRORIZATION FRO4 THE UTILITY, -OR �OTHER INTERESTED -PARTY -WHOSE'UNE, I . '''' . E C" O' T I ON' 021 � . I . . PiPING'-OR'. CONOU IT INTERFERt. WITH'.'GONSTRUCTI'ON WRK.'', '' I I t03 24' 0 0 . . . . , I 3.02* INSTALLATION', ., ' I . I , , I A. - UNIFORM BUILDING CODE OR OTHER 4EQUIREMENTS- . I ;_ I .. . I . !HE CONTRACTOR" -AGREES J.HAT WSTALLATINS SHALL, BE 4WACCORDANCE, NTH THE' . 1.01 SCOPE OF WORX - . iJNIFORM -BUILDING CODE REQUIREMENIS, -THE SPECIFICATION - - AC S, , �EPTED SHOP - PRO�(IDE ALL LABOR, MATERIAL AND EQUIPMENT TO DO THE EXCAVATING, FINISH CRADING - . . . I 1. . . I . DRAWINGS, THE PROJECT DRAWNGS, OR MANUFAClURER'S INSTALLATION OR APPLICATION AND BACK -FILLING SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN. . . I . I � . . I I . . INSTRUCTONS., .. � , . . ... I I.... .� : 1,02 SITE GRADE -DRAINAGE PLAN . -�. . I . I. I . . I . . -SVPERASION OF'T-HE WORK: . I I.. I . . . .. ... . 11. .. THE EXISTING AND FINISH GRAOES ARE AS SHOWN ON THE PLANS PREPARED BY -THE .. . . . . I ,�.j VIDE INSPECTION .AND -SUPE-WASION OF THE WORK CIVIL'ENGINEER. BUILDER MLL BE RESPONSIBLE FOR ALL EARTH WORK AS DETAILED. GRADING . . . I � ,.,DURING ALL PHASES OF,C ONSTRUCTION 'ACTIVITIES. THE CONTRACTOR F.U.RTHER 'AGREES To , AND COMPACTION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE GOVERNING, . . . * SELECT ANDPROVIDE A COMPETENT SUPERINTENDENT'WHO WILL BE -IN CHAR ' GE -OF TH`E - � EN�ARONMENTAL MANAGEMENT AGENCY., I . . � . - . I .., 4013 ON :A CONTINUOUS, FULL- TIME BASIS IN THE R.ELD.-UNTIL ITS COMPLETION. 1 1.03 DRAINAGE ' . I I . . . .. . � . " ' . . L. INSPECTIOW" - ' . �� I 1. I . CONTROL GRADING TO PREVENT WATER FROM RUNNING INTO EXCAVATED AREAS: . 1. I I :' A. THE CONTRACTOR AGREES THAT PRIOR TO EACH PHASE OF WORK, HE -SHALL PRO,MPTLY REMOVE ACCUMULATED WATER IN EXCAVATIONS. THE GRADING CONTRACTOR SHALL - . CA I REFULLY INSPECT HIS INSTALLW WORK AND T�W OF SUBCONTRACTORS, . ' BE RESPONSIBLE FOR PROPER DRAINAGE IN ALL AREAS. . ,AND VERIFY THAT ALL SUCH WORK''IS COMPLETE Y6 THE POINT WHERE FURTHER ,- - - ' 1.04 TRENCHIK . . I .. INSTALLATION MAY PROPERLY COOENCE� 1. )N - TRENCH. ALL FOUNDATION FOOTINGS AND PIERS AS SHOWN ON THE PLAN. REMOVE ALL. - . I B. THt CONTRACTOR AGREES TO VtRIFY THAT THIS WORK -MAY BE INSTALLED IN , EXCESS MATERIAL. FROM THE BUILDING AREAS AND SITE AS REQUIRED. . I I . . . 11 . . RD TINENT CODES AND REGULATIONS, THE.ORIGINAL DESIGN, l.-05 BACKFILL MATERIAL . � � I STANDARDS. I SHALL BE FREE FROM VEGETABLE MATTER, RUBBISH, DEBRIS, LARGE ROCK, AND UNSTABLE . . I � . 2. DISCREPANCIES: * . I . MATERIAL MATERIALS SHALL Bt ACCEPTED By THE ENGINEER. TRENCH BACKFILLS SHALL BE. - ' ' A. THE, CONTRACTOR AGREES THAT IN THE EVENT OF ANY DISCREPANCY, HE SHALL . TEST-ED AND CERTIFIED BY THE ENGINEER IN ACCORDANCE WITH THE GOVERNING AGENCY ' . I . . IMMEDIATELY 'NOTIFY THE ARCHITECT. . I GRADING REQUIREMENT. . I B. THE CONTRACTOR 'ALSO AGREES NOT TO PROCEED WTH INSTALLA11ON'IN AREAS OF 1.06 COMPACTION ' I DISCREPANCY UNTIL SUCH DISCREPANCItS HAVE BEEN FULLY CORRECTED. . . MATERIAL SHALL BE COMPACTED TO ,90 PERCENT MAXIMUM DENSITY UNLESS SPECIFIED , C. . QUALIFICATIONS OF INSTALLERS: . � OTHERWISE ON THE DRAWINGS�. OBTAINABLE -BY ASTM D 1557-78 METHOD OF COMPACTION. . 1. THE CONTRACTOR AGREES THAT ONLY SKILLED. AND EXPERIENCED1NSTALLERS WILL BE FILL NOTMEETING THE MINIMUM "COMPACTION REQUIREMENTS AS, DETERMINED BY TESTS . . .. EMPLOYED ON THE JOB. . I . I � SHALL BE REMOVED, REPLACED AND RETESTED AT -NO ADDITIONAL COST TO THE DEVELOPER. THE CONTRACTOR FURTHER AGREES THAT ANY . 1.07 FINA'L GRADING I � 12. SUCH WORK SHALL, AT ALL TIMES, BE UNDER FULL AND CONSTANT SUPERVISION BY - PROVIDE SMOOTH, EVEN SURFACES AND- SLOPES BETWEEN: BUILDINGS AND NATURAL GRADES TO D INSTALLERS. . . REMAIN AROUND SITE AS INDICATED ON DRAWINGS. SLOPE GRADES AWAY FROM BUILDINGS TO 3. THE CONTRACTOR AGREES THAT WITH REGARD TO ACCEPTANCE OR REJECTION OF - . , , . RAINAGE ALL AROUND. GRADE�SITE_ TO INDICATED LINES AND ELEVATIONS TO INSTALLED WORK, NO ALLOWANCE WILL BE MADE FOR LACK OF SKILL ON THE PART OF WITHIN A TOLERANCE OF NOT MORE THAN '1/10 OF ONE FOOT THE INSTALLER. . . . . . . D. . COORDINATION OF THE WORK: . 'THE S TO BE RESPONSIBLE FOR COORDINATING ALL WORK, INCLUDING , - ^ ' 0 * ^ T ,')tU IF I I . I 0, bN - 0 *2 3 3 U^ " UPL . . THAT OF THE SUBCONTRACTORS AND ALL SUB -TRADES'. THE CONTRACTOR AGRES TO BIND I . . . POST -TENSION CO . NCRETE EACH. AND -EVERY SUBCONTRACTOR BY THE TERMS. OF THE CONTRACT BETWEN THE . . OWNER AND CONTRACTOR INSOFAR AS SUCH E SUCH . 1.01 SCOPE . SUaCON-TRACTOR'S WORK. . POST -TENSION SLAB: REFER TO DEVELOPER CONSULTING ENGINEER FOR FOUNDATION I E. . MANUFACTURER'S RECOMMENDATIONS: 1\ AND SLAB DESIGN. THE POIST-TENSION CONTRACTOR SHALL BE RESPONSIBLE FOR' THE . � S THAT THE MANUFACTURER's RECOMMENDED METHODS OF ENGINEERING OF THE POST -TENSIONED BEAMS AND SLABS. HE SHALL RETAIN A LIC ENSED . INSTALLATION SHALL BE THE BASIS FOR ACCEPTANCE'OR :REJEC , TION OF -ACTUAL INSTALLATIO - STRUCTURAL ENDNEER 00 SHALL PROVIDE SIG TIONS AND DRAWINGS AND USED IN THIS WORK. . . I . OBTAIN APPROVAL FROM THE BUILDING DEPARTMENT. CALCULATIONS AND DRAWINGS S14ALL BE ' F. . I OTHER . CODES AND. STANDARDS.� . SUBMITTED TO THE ARCHITECT AND ENGINEER FOR. REVIEW THE DESIGN OF POST7-TENSIONED - , 1. THE CONTRACTOR AGREES THAT IN ADD11ION TO COMP01NG WTH PERTINENT CODES' I MEMBERS SHALL BE IN CONFORMANCE WITH THE .GOVERNING BUILDING CODE. I . . AND REGULATIONS, HE SHALL COMPLY NTH PERTINENT RECOMMENDATIONS THE ARCHITECT AND THE ARCHITECT'S CONSULTANTS ASSUME NO -RESPONS181LITY FOR THE S OR CALCULATIONS PROVIDED BY THE P05T-TENSION CONTAINED W. APPLICABLE TRADE ASSOCIATION STANDARDS AND SPECIFICATIONS FOR, ENGINEER., . I . . . . I I THE'WORK AT THIS PROJECT, . I . . � . . 2. STT&WEWRIC�UJT��HtG5%�EMR%%Pplyeb�IC%TlgaTI%Td(ff S. AND� _ ' . - 0 . . o E ( w;"' T I 0 N, 0 3'4 00" "A] 00'6, * . .. 11. STRINGENT PROVISIONS SHALL GOVERN. I I . - I . � CAST -IN PLACE CONCRETE G. MANUFACTURER'S RECOMMENOATIONS: . . � . I THERWISE. INDICATED ON THE DRA WNGS, THE 1.01 SCOPE . ' LY, INSTALt, CONNECT, ERECT, USE, CLEAN AND CONDITION ' FURNISH, INSTALL AND FINISH CONCRETE WORK COMPLETE, INCLUDING GRADING UNDER MANUFACTURED ARTICLES, MATERIALS, PRODUCTS AND EQUIPMENT IN ACCORDANCE VATH SLABS, PLASTIC MEMBRANE, FORM WORK, REINFORCING, ETC., AND PLACEMENT OF BOLTS AND � I � THE MANUFACTURER'S CURRENT PRINTED RECOMMENDAPONS.. . . INSERTS SUPPLIED BY OTHER TRADES. . I . . 1 . . 1.02 ' MATERIAL . . . I . I I . � ' A. CONCRETE MIX: SHALL HAVE AN ULTIMATE C 500 PSI AT 28 H. CLEANING AND MAINTENANCE: I . . DAYS, OR SULFATE ANALYSiS. . . . I . 1. GENERAL: ' .. . I ' * B. CEMENT: ASTM C150, TYPE 11, . . S TO MAINTAIN THE PROJECT IN ACCORDANCE WITH STATE . C. AGGRtGATES: ASTM C33. I . I .. . AND LOCAL INDUSTRIAL SAFETY REGULATIONS, AND OSHA REGULATIONS. I D. WATER: CLEAN, FRESH, SUITABLE FOR DOMESTIC PURPOSES. . . . . 2. MATERIALS. . . �. ' ' . E. REINFORCING STEEL: ASTM A615, GRADE 40. INSTALL AS DETAILED ON DRAWINGS. I . THE CONTRACTOR AGR ANING MATERIALS WHICH ARE . . F. MESH: ASTM A185; WHERE SPECIFIED IN SOILS REPORT. . . E MANUFACTURER OF THE SURFACE TO BE CLEANED, AND.TG , , G. TIRE WRE: ASTM A82; 16 GAUGE; BLACK ANNEALED. . USE SUCH CLEANING MATERIALS ONLY IN ACCORDANCE NTH THE RECOMMENDATIONS ' H. MUD SILL ANCHORS. SIMPSON "MAS" MUD SILL ANCHORS. � . OF MANUFACTURERS OF SUCH CLEANING MATERIALS. � . . . I 1. VAPOR BARRIER: 6 MIL POLYVINYL CHLORIDE MEMBRANE W/12 INCH MINIMUM LAPS �. . � SEALED. . . 1.03 REINFORCING STEEL A. MINIMUM CONCRETE CLEAR COVERAGE OF REINFORCING SHALL: BE AS FOLLOWS AND AS PER SECTION 1907.7. UNIFORM BUILDING CODE: . I FOOTINGS . . I . . GAINST EARTH ................... 3 INCHES . R NST'FORMS EXPOSED TO EARTH.2 INCHES * WALLS I SLABS ............................................ 1INCH B. ALL BARS AT SPLICES IN CONCRETE SHALL LAP AS FOLLOWS: #3 THROUGH #7-40 BAR DIAMETERS (2'-O") UNLESS NOTED OTHERWISE. ' . 1.04 DESIGN MIX - * . . . A. COMPRESSIVE STRENGTH: 2500 PSI (MIN.) AT 28 DAYS. . . B., READY -MIX CONCRETE- ASTM C94, ACI 301 AND U.B.C. STANDARD NO. 19, 1.05 WORKMANSHIP � ' A. CONCRETE SHALL BE WORKED .IN ALL FORMS, INTO ALL CORNERS AROUND REINFORCEMENT AND EMO�DDED ITEMS. � ' B. BOLTS, ANCHORS ANO ALL INSERTS SHALL BE ACCURATELY LOCATED AND SECURELY HELD IN �, PLACE UNTIL CONCRETE*HAS HARDENED. . C. CONCRETE FLAT WORK SHALL BE TRUE TO WTHIN 1/8 IRCH IN 10 FEET IN ALL DIRECTIONS OR SLOPED TO DRAIN AS INDICATED ON THE DRAWINGS ALLOWING NO PUDDLING TO . OCCUR. I � . ' D. VERIFY LOCATIONS OF DEPRESSED SLABS TO RECEIVE 0 ' THER MATERIALS. E. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, -AND.OTHER INSERTS SHALL BE SECURELY FASTENED IN THE FORMS'BEFORE PLACING THE CONCRETE. - f. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE NTH #16 DOUBLE ANNEALED . I STEEL ORE. BARS SHALL BE SUPPORTED ON'WELL-CURED CONCRETE BLOCKS OR . . . APPROVED METAL .CHAIRS. . . � 1.06 FINISHING . A. HOUSE AND GARAGE SLAB: STEEL TROWEL FINISH; SLOPE TO DRAIN AS INDICATED ON � DRAWINGS. I B. EXTERIOR FLAT WORK: BROOM FINISH. I . '' I Aft ^ ...� ' 'i ;w � f% I I I .. -I- 4 '01V �t^i.E-.CT''"I.U".N'-"'O-�,-.-'O�4'.'u-, `�'­"1'42,1, - . � .1 . �, � V � . ..... -MOAUR & . UNITMASONRY - . . I I . . _ . 1,0 1 - SOPE, , I ". , , :- . . .. . I . . . . . 4 NISK­ NSTALL AN '' - - 'ONR "4ORK �'COMPLE-TE*',,I'NC-LU.DINO':.SHORIN-G'�:.:F, ' ' ' i �.� Ptlk '. .1 D. FtNl!�H - MAS- Y . . . I .. . . . I . . j ORM. ". WMK RENFOR-ONG ETC" '' I. - I I � . . .10, , IAND'o PLA�EMENT OF, BOLTS'.0b. I N$t-OTS 5UPPLO BY ­0P .- TR�DES� , � . . 1. 1. . , . 4ER. . . 1. . , I ... I I . . . . .. , � . I . 1.02� "MATERIAL-, .. ,, - - . . I... . 1, ?. . . � . .. . . I .1., . . I .;.* . .. .1 . . A.;" -CONCRETE. MASONRY UNITS'SKA I . .LL "IBE 8"`X8"X,16!` H0LLOkMEDIVM � WEIGHT CONCRETE I . I - ONRY TS - UNLESS - OTHE WISE, NO-TED .0 - THt � -AgCH ' , 'T�UC * ' ` . MAS I -OW " , , ..R ,,N '. . I TECVRA ,�.: OR - - TVRAL . . . ...L .: S . DRAWINGS.- COL09 -TO BE .AS NOTED,'QU.' THE-- ARCHITE.CTU.RAL'WA,M'NOS:-'.At4D AP '110tl) . . .. . .. I . P BY THE:�'ARCHITECT AND'OWNtk. FROM'SAMPLES.-S - -PRI' : . .VBMITTM'BY THEtbkTRACTOW ' OP I � . � . .. ".. .. ­. I .1 . . . TO INSTALLATIOM, .. I ." .:* I. , ... . ;1 .: � . . 1. I %. -, . . ­.. 1. ;I - . . _ S., -PORTLAND CEMENT., ..LOW ALKAU ANID�,.=NFORMING 'V. A - TM - - '' T I ' ... " '' S . C'15,. YPE JL C. - M00AR, ,!$AND.- ' -ASTM:C144,- NOT, �LEss- .THAN, -,4-yo,"PAS-SING: NO. 1.00-SIEVE, . I . . .. UNIFORMLY.,0RADM" . . � I .D.- GROUT -SAND: ASTM-'C4O4..'NATURAL,:SQE''NO.1'.1�- . ' . . E PEA GRAVEL . . C40 GRAVEL,�EXCEPTt '' ,. ASTM . 4i I GNO. 8 SIEVE . , AND ALL. . . . . : .PASSING 3/8 INCH,SIEVE. .. . . I , I . F. MORTAR ADMIX: ANTI -HYDRO, RED -L " ' ' . ABELSUCONEM BY SUPER CONCRETE . I . . � . . EMULSIONS OR EQUAL' ' . I . I . . . . . . � . . I . . G' GROUT ADMIX: 'SIKA CHEMICAL GA- GRO'LIT AID, TYPE- * 11; NO.- SUBSTITU�IONS.. . . : . . . . H. H�DRATED LIME: - ASTM C207. . I I. WATER: - POTABLE FROM DOMESTIC SUPPLY. 1.03 REINFORCING STEEL . . A. ALL VERTICAL REINFORONG IN MASONRY WALLS NOT RETAINING* EARTH 'SHALL BE'LOCAltl). IN THE CENTER. OF THE WALL UNLESS NOTED OTHERWISE, RMINING" WALLS �AR'E T 0­ B'E'. AS � SHOWN IN DETAILS. . ­ . I . . S. ALL CELLS WITH STEEL ARE TO BE SOLID GROUTED (EXCEPT RETAINING WALLS WHERE ALL . � .. CELLS ARE TO'BE SOLID GROUTED). . . .. I . I . . . 1.04 DESIGN I . . A. 4CONCRETE MASONRY UNITS:: 'UNLE .OTHER,MSE i * . . �$ . -NOTED ON THE ARCHITECTURAL. OR - . � STRUCTURAL ORNWINGS, CONCRETE' MASONRY UNITS SHALL BE STANDARD � *WEIGHT UNITS TYPE 11, GRADE N. CONFORMING NTH ASTM C90- "'HOLLOW OASONRY -UNITS". - LATEST REVISION.' � MINIMUM COMPRESSIVE STREN' . . I 1. . GTH 1500 PSI AT 28' DAYS. . . . . . B. PROPORTIONS: . . . ' ' I 1. ACCURATELY MEASURE MOR UME. SHOVEL ,MEASUREMENTS . I . � . . . . � ARt NOT ACCEPTABLE. . . . �. . . 1 2. MORTAR AND GROUT PROPOWRONING: COMPRESSION STRENGTH : AT 28 DAYS- 2000 . . PSI FOR MORTAR: ZOOO PSI -FOR GROUT. - . . . .. I ' . . A. GENERAL: ALL PARTS BY DRY -LOOSE - VOLUME MEASUREMENT. , - ' ' .1 .. B.' MORTAR: I PART PORTLAND CtMENT,' 3 PARI-T-S.�SA.Nb,'AND 2 PARTS PEA GRAVEL. (NO MORE. THAN-1/10 PART LIME MAY BE ADDED). 'INCLUDE SPECIFIED GROUT . . , . ' ADMIX 'IN, CONFORMANCE WITH MANUFACT'URER',S PRINTED .DIRECTIONS, ' . 3. MORTAR COLOR. TO,BE SELECTED.BY THE ARCHITECT. ' . . . . . 1.05 WORKMANSHIP � � ' ' I . . A. MASONRY UNITS SHALL BE LAID IRUE,. LEVEL AND PLUMB IN RUNNING 8OND. . I "' . THE CONTRACTOR . SHALL NOT COMMENCE WORK MEN THE HORIZONTAL OR, VER11CAL ALIGNMENT OF CONTIGUOUS ' It . . . SUPPORTING MATtRIAL, IS MORE THAN 1. OUT OF ALIGNMENT. I . . . . . . I .11 � ­ B. REMOVE ALL �IISIKE GROUT AND.M . . - ' I . . ORTAR ST-AJNS IMMEDIATELY. ALL 'JOINTS, UNL�SS . I . . . OTHERWISE � NOTED, ON, -THE DRAVANGS SHALL, -CONCAVE JOINTS. - I �' . . . . � I. 1.06 FINISHING . .. . . I .. .... .... . . . . . I . I . ' . . I . . . � . . . . . . .. . . . I . . . . . . . . k PkEPARATION - AND- StAUNG: " . .' . . . I I.. . : I . . . I 1. REMOVE 'ALL DUST AND .'LOOSE MON TAR 'BY SWEEPING, 0R.'BRUSHING WTH A STIFF - �'. . . . - . . . . I .. _ . I . � . I . . . . . . . I . FIBER .OR W19E:BRUSH, ' 'I'. - - . . . :. � - . . .. � 2. ' MASONRY SURFACES THAT.SHOW SIGNS OF 'EFFLORESCENCE, -SHAI I BE -COkDIVNED' . . . . . . WITH DUTCH 80Y'ALKAU- FREE: ACCORDING TO PACKAGE DAECTIONS'. * . ' '. - ,-. , . ­� '' . - . . , 3. FORM .0LS OR ,�EPARATING'-AbM THAT MIGHT, IMPAIR THE �` ADHESION OR - TH.E * " " � . I . . APPEARANCE.OF THE SPECIFIED FINISH. SHALL -BEREMOVED"BEFORE ANY MATERJALS ..., I I . . . I . I � . . � . . . 'ARE APPLIED. , ' ." . .. . 11 .. . I . .. - . �. . .. . . . �. . '.. . . . I I . � ' . . � . 1 4. APPLY -SEALER IN ACCORDANCE *TH THE MANUFACTURER'S'. PRINTED' -DIRECTIONS; ' I . TWO'COATS ON BOTH SIDES OF WALL `ACCEPTABLE. PRbDUCTS'AS MANUFACTURED" - . , ' I I BY: - RAINPROOF .TEdHNICAL COATI'NG SYSTEMS, NORTH HOLLY*0OD.,`OR EOUAL . I I I . . . . I � � , . . . .. I APPROVED. . . I . 1� . � , . . ' " * ' . ''' ' . . I . . I . . . .. - . I . � .. I . .. , . . . . I . K'ik .1 . . .. . I . .. � . � � , . . . . . . . . . . .. .1 .. � . . AM& 16 I., AOL 55Ak''O ' . . . . 5'dft'Ek;"1,01-0,N U. V ­ - : I , . � I . . , I � . � . . . . I .... L� .� I . . METAL FABRICATIONS . - ' I . 1. . ­ . . . . . � I ' .. . I ... I .. I ., I I � L01 SCOPE . ­ I ' 1, . ' ' I � . I ­ .1 ' . I . .. � %. I .. � . .., . FURNISH ALL METAL SUPPORTS, ANGLES, -PLATES.'. AITACHMENTS, BOLTSI LAG'OOLT-S, . - . I ' ' . � . WELDING, SHOP PRIMING AND INGLUDED INSTALLATION.'AS REQUIRED' TO COMPLETE'WORK.. . ..':' " . � . . I . . . I I . I . I . 1. 02 M A TERI ALS * �t , I . . . . . . I . . . . . . . 1. SHALL CONFORM TO, THt FOLLOWING REFERENCE STANDARDS-.. , . . . A. STRUCTURAL STEEL' SHAPM PLATE8 AND -,�ARS 7--* ­ ASTM A36. ' ' . � . . . . . . . I . . 1. � . B. BARS: FLATS ANDI R*OUN'DS, -COMMERCIAL GRADE -.10-18. OR 1020, AS REQURED. . i . . . . . C. . PLATES TO BE BENT OR FORM E'D- COLD - ASTW ­A36. . . . . � . . . . . . . . . � . . . � I I . ' I . . I .. . � D. STEEL PIPE FOR OTHER THAN .COLUMNS - ASTM A53 GRADE B, STANDARD - kldHT SCHEDUIE . 40. OR STANDARD -WEIGHT. ASTM A36, LACK OR''GALVANIZED AS REOUIRQ. I � ' . . . . . . I E. TUBING, SQUARE AND -RECTANGULAR - ASTM A500 -GRADE B. I . . . . . I . . . . F. CAST IRON - AS TM,A48,,-G4AY IRON CASTING..' . . '. � . . � A307. � ' ' ' I - I I . . - H. WEWING'ELECTR ' ODES ' AWS SERIES E60 OR #70, AS REQUIRED. ' . .. I I . 1, GALVANIZING'- ' IRON AND STEEL. - ASTM A123, 2 OUNCES PER SQUARE, FOOT - . ' . J. MACHINE'BOLT-S -' ASTM - A307, GALVANIZE I D WHEN ASSEMBLING GALVANIZED UNITS. ' . . K. MECHANIC RING' ITEMS"OF MISCELLANECU & -METAL TO . CEMENTITIOUS MATERIALS SHALL BE CINCH ANCNbRS, OR OTH'ER APPROVED, NOTLESS THAN - � 3/8 INCH AND OF THREAD TYPE �OR ANCHORING' NTH -BOLT HELD OOT; ANCHORS SET 'IN' CONCRETE SHALL BE HOOK -TYPE, NOT LESS THAN 1/2 INCH. . I .1 L SHOP PRIME -, RUS UNIVERSAL PRIME BY STEELOTE NUMOER . . . SR-50 OR %-031, OR -OTHER APPROVED. . . . . 1.03 WELDS . � . . . . � WELDS SHALL BE GROUND SMOOTH, ALL WELD SPATTER REMOVED AND COMPLY.WT+q TH� � . SPECIFItATIONS OF - THE "AMERICAN WELDING SOCIEPr'. . . . . . . I . . I . . IV . !3`. E C T I 0 N . 0 - 600& 0" 0" . . . . . CARPENTRY - . . . . I . - . . . . . . . . � . . . I PROVIDE WOOD, NAILS, BOLTS, SCREWS, FRAMING ANCHORS AND OTHER'ROUGH "' . I I . HARDWARE- AND OTHER ITEMS'REQUIRED FOR ROUGH AND FINISH CARPENTRY AS'SHOM ON THE DRAWINGS, SPECIFIED HEREIN. AND NEEDED FOR A COMPLETE . STALLATION. - % - . .­. . . : . . . I . ' . I . SHALL BE IN ACCORDANCE'. WITH -UNIFORM BUILDING CODE, CHAPTER 23, WOOD, WEST - ' I . . - COAST LUMBEP.INSPECT-ION.- 8URt,kV',r. AMERICAN PLYWOOD ASSOCIATION. -.. . . I . A. DOUGLAS FIR.�, BASED ON' WCUB- STANDARD GRADING AND DRESSING RULES, AS. I I , 4 . � . . ., LISTED IN' ..UNIFORM BUILD14G"CODE "STANDARDS! . . � I ' . . *Mt - . B. 'PLYWOM: STRUCTURAL AND "FRAMING PLYWOOD SHALL BE,,.,GRADED IN. ACCORDA4CE. WITH - . . SPECIFICAMN. AND GRADE GUIDE OF'THEA40ICAN, PLYWOOD ASSOCIATION. - ' ' ? 11" . . . 1.0.3 GRADE STAMP . . 1. . I 1 � I . ' A. , IDENTIFY FRAMING. WMBER BY THE GRADE STAMP- . OF THE WEST COAST LUMBER i�? __i�_ I Z.), C-S INSPECTION BUREAIJ� ' ' . ' � . ... I �� I cz> '114z . I L0 CL> . B. IDENTIFY PL*WO,OD AS TO, SPECIES, GRADE, AND GLUE TYPE BY THE STAMP OF THE . I � f 0�� - .. I . � . . . 11 I . N . I AMERICAN P4YWOOD ASSOCIATION. . . I . .. �, \ � . I . q . . . . 1,04, WMBER SIZING - . tf .. . . . ,. �, * N . I � . . , , ' . . . . I . r- � . SIZE,FOR WIDTH .AND THICKNESS OF STANDARD-. DRESSED SIZE IN CONFORMANCE ."TH" .-� .. ' I . . , � I r . . I . . I - . . U WCUB "STANDARD GRADING AND DRESSING RULES!. . I . .� . 11 . . � 1. 1.05 LUMBER MOISTURE CONTENT - 197o'MAXIMUM. . I . I . . I I . . . . 'MOISTENED LUMBER AS -DEFINED IN WCUB STANDARD* GRADING AND * DRESSING - , . , I.. � . . RULES NO. 16.' . � I � ­. �� . I .., � : � . . 1 1.06 ' MAT ' ERIALS .. .. I . . . � : I . . t . ­ . A., ALL STRUCTURAL WOOD MEMBERS - SHALL BE WCUB­'STANDARD GRADING AND .. . . . . . " AS WDICATED ON DRAWINGS, UNLESS OTHERWISE NOTED.. �, �. . . . I . I I . . . . B.' PLYWOOD- ALL STRUCTURAL P�YWOOD SHALL BE- APA GRADESTAMPED, OTH.EXTERIOR ' - . ' GLUE, PLYWOOD GRADE AND, INDE�'Nb. AS SPECIFIED ON ORAWINGS. PROTECT LUMBER - : ' AND MILLWORK FROM WEATHER. PROMDE . NECESSARY.- - NAILS; SPLICESj SCREWS. BOLTS, I ­ .. ETC., IN REQUIRED AMOUNTS FOR PROPER. INSTALL'ATION OF CARPENTRY. ROUG-W-HARDWARE - EXPOSED TO MEATHER - AND/OR MOISTURE TO BE HOT DIPPED GALVANIZED.- ' CONTRACtOR' : . . I � SHALL HAVE THE -OPTION TO USE LOUISIANA- PACIFIC "REDEX" OR' WAFtRWOOD FOR: �' ' , . I . FLOOR AND ROPF SHEATHING IN LIEU OF STANDARD PLYWOOD- '' . . 8.1. PROADE'TWO LAYERS GRADE V' PAPER OVER WOOD. BASE SHWHING AT EXTIERIOR' WALLS" - . . .. . - . . I . .AS PER 2506.4 U.S.C_ . . . I . I . * .1 . .. .. I . . . I C. MUD SILL$. PRESSURE PRESERVATIVE TREATED. DOUGLAS FIR -OR FOUNDAIION'GkADE - '. . . . I . . REDWOOD * REFER' TO. SECTION 231'7, UNIFORM 'SLOING .CODE. '' . . . . . I .. . D.. HORIZONTAL -FRAMINC-' DOWLAS FIR, NO. . 2. GRADE, UNLESS - OTHERWISE .I . " . . . . " . _.�.­ 0 - . . . ." NOTED.- SET ALL HORIZONTAL MEMBERS WTH'CR,QVN SIDE U . .- .1 .. . . . . . . I . i ' ' '" . . . E. VERTICAL FRAMING: .DOUGLAS. FIR STUD' GRAD.t-;. S-DkY-6R.13ET'T.Eg''.2.GR-ADE..UNL'�SS , .. . - ­ .- . . � . .. � .� . : �. . I ... . . � �1, . � . I 01HERWISE. NOt6. . .. I... '. I .1 I . . . . I .. .. . I . I . .. . . � . . I F. BE�AM AND STRINGERS: DOUGLAS FIR, NO. I'GOQE� UNLESS OTHERWISE. NOTEID.. . . . . . . vwww , , ... . . ... , " __ ww"", ­­ "g ""4 vm!"�"� " , : . . . . '. I I � . . . . . ­ � I $ "" . " 7 " ����t . , . . . .. ... , ` �_ '' , .." I � � I , , ; , " 11 ,,,, �� I ---- � A ­ �, �, - -, � `�� �, � , ; , , I I � , I . � I I � I � I ,�, �" 11�1 , , 77 _a-a"i"91&,, , I � I , �� 1:' , � , " " " , " I � I - � 3 1 ; ­'� -, _ � " , , I , 11 I I �, - , I � � � 11 , ­ i , il�� I f � " - I � ­ . � I I 11 , 11 � I 1�1 I I -, , � - ­ ", _' �, , �,, I , !�zl " ,"w", , &, � �,�,N. � � I , ­ ...... ­ III, '", ,� I , . ,,, , , I Z , , I � , 11.� 'L � RETT SINGLE FAMILY RESIDENCE 0 1249 W. RAYMAR ST. Santa Ana, California Ih di !���, -\ DESIGNER: HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CALIFORNIA 92675 TEL: 949.322,7922 FAX: 949.488.8940 PROPERTY OWNER: TRUCOR, INC c/o: STEPHANY HALES 23052-H, ALICIA PKWY., #611 MISSION VIEJO, CA 92692 TEL: 949.378.2100 j -0 124W. RAYMAR STREET ZONE: R-1 ASSESSORS PARCEL NO: 010-282-001 LEGAL DESCRIPTION: TRACK 1470, BLOCK 282, LOT 1 LOT SIZE 6826 SQ. FT. BUILDING SIZE FLOOR AREA 1352 SQ. FT. GARAGE AREA 460 SQ.FT. PORCH AREA 48 SO. FT. TOTAL 1860 SQ.FT. SITE COVERAGE 27% REVISION PLANNING SUBMITTAL PLAN CHECK SUBMITTAL NO. 1 PLAN CHECK RE -SUBMITTAL NO. 2 ,-, ", 1 Z2CI-XIM, �7911!11�1 I � . (".3ENERAL NOTES ,, SCALE: JOB NO: 30135 DATE: 08.08.02 DRAWN BY: S.H. I � � ; i t i . . _. - I . 1;% � al ... .' '' ' '­ �:­.�,.,.� ". �..� . .11. -.-'.- �'% - 0 ., .. 1, . I �.., :, " - - . .. TlW S.- C T"I"O `N%.i. "­.- 0-0: - ..:,'�M_ , E '..."ll . �. . ." .. ...: : . ...�' . . "' - , . ­ .� . . � .. ... I I , , �­ . . �. 1. .� ...­. 1. :,. � ­ . . .... . _A-y_-.l-.--.�. "'. .. I . I I * . , , I I :'.;. . 1. ,,�, ._ . . I ..�'. I— 1. " . 1. Gl, i0OST'A'Nb',';.'TIM8ER$' .DOUIXAS�flgi. NO. I ORADE, UINL�SS, OTHER.WSE NOTED.: , .� _., ., , . t I ­ , .: � ..., � I I .. . , . �. I :- . I- ; � � . � . . , . . ' � .. . �: TEP14: - - , .-- � -'- - . . . . . I . - KI H.-- -PLYWOOD, � A - ' . :� I .. .. 11 1. .. - . t : 'I. , E A TH I NG. .5 .", '.P . 7 E I . ­ RE,' f OR . &- �H , i/8 -INCH' TH'ICK, �A. A' RATED'; S-H.-,.ATHING� EXPOSU 'Ro I . - - . . . . . . . . '. I RATINO - 32/16-. � � �INIMUO GRADE PLYWOOD'�AT OVtfW­GS: TO BE � N .. EXTEOIbk- SPAN - . � - . .-. . ... . . ; ' '' � � 6 - .. t IM Or 5 PLY:0>X RW.SHEATHING . � ccx .OR ,lX SOLID S141E,4THING. PROM. E.' A MNIMU . . . . , . . . � . I WHERE RAFTER 'SPAC94G'- 1$: MoRt" THAN .16." OWCENTERLM . . : , , . . , . . . . ,2-,: '-FLOJM' . . :..S/.4 JNCH"�5PLY). THICK TONOUE AND GROOVE, .ZV O.C. RATED ' . � SHEATHING I . . . , '... . . . � .1. . , . . . .1 . .. - "� . .. . . *1 , WOR SHEATHING,- GLUED AOr"NAILED.: ' . ­: .. $TftucT­ I F . '. � . . 1 .3.., 0 ` . ..AR,., - -. ' . . I .:, . El*"SHEATHING. � - 2- X 8 S-4S C�D .. - I . ' i . . U ,'-ADHE.Sj'VES �CONFORMING ON AFO-0-11 4, - - -.'�,'OSROOR- CM: '. SE� ' .. ' TO �APA SPECIF0,11 I . . .. " -AOPU� 0 IN � ', -WORDA. 0 I OFAdTUOER,S� RECOMMiNDATIONS. - . . , . - I NtE IH ..-THE ." , . 5 * 0 SHEAR, WALLS:' APA:`�RATED SHEATHING—- ­ tXT ' I - 11 IF. k- I I I ., I I I ' ' . .. I , . ERIQR I�RADE; - SPAN " RATING ,.. .,.,. . I .. .� �. Y � .- I � " .1', � , :. SEE ,09AWING FOR SHEAR 'WALL, PLYWOO� 114ICKNESS AND NAILING. I . . .,� . . I . . . . , � EXTERIOR. � e� T , � -, I t , -KBOARD'.� ASA.-.� -4 - TH .'-- RATED SHEATHING, 'r 6. f ,8AC . V INCH ICKi � . I _ _­ . , . . . _ . - . . 'BAR '96ARDS-.. -, DO ' AS Fik, . . . I L'-."FAMA ANO.-'. -GE . OUGL� I . � I . I ;. . . . . .... I ' '.� il ijibk ';'* % I I . 1. . . ::%L`.'l.'.E-X- '04 `-iP. :­ DCOI�GLAS FIR.� � - ... , - - . .. I ' ,.K.'l � -8UlJLC04Glll P-Otk: � IVO.,I�A"(E�R'S��.115-�,A�P-HALT FELT OR,�.ONE LAYER - #30 ASPHALT. FELT. - . .. '' 'i I .� I . . . .l..; . I .1 . . I . , . I . . . L.- - .,A-,IUN.G -SC`K-DUL-E--. ­ . . . I � . , , I , . , . . , 1. . ... . . NAILINGW) I . . cqlqNEcTno.N "."'.. ... - . . .11. . . ., , 1. I I . � . . . . . �..'j',,-.,-. &ST. . To:. �`Sl : OR. ORDER TOE NAIL., . . I 3�-8D , . . ... # I . - I I _ , I . I � 1: *00.1'No- To JotS-T, tot :NAIL.1-ACH END.' , . . I . . 1, , " . . ' 2- 8D . . . I i '3�� '1*tX -61,l:'".FL � JOST, FACE NAIL.- .": 12-­ 8D , ' ' 14�611:. . . "' DER* 'N -, JST., FACE NAIL.'� 3­81) . . -4. ��` iM THA -, � SUBFLOOR TO E�tH. . I I I `.$t...7 SUMOOR T' JST.:,OR GIRIDE'', 8 D "E NAIL 2.'--!l 160 . � _ I � . . 0 I R LIN &�FAC . . ­ . * , ' " . ­. - . I . ... . 0.," ,SOLtPLATE' TO JST.'-OR BLOCXING,, FACE NAIL ,:;'.. . . . 16D, AT '16" O.C. � .. .� 1 #$ . ". I �..;.- .. SOLE PLATE TO JST. OR BLK"G,, AT BRACED'WALL PANELS 3-16D PER 16 . . . .. '. -1 ' . . . I ' I I . , 7­ TOP -'PLATE TO SfOID, -END NAtL . . . . . 2-16D . . . . � . ... " Zt� . . . ' . 8�',��. S-WD 10 , tOLE 'PLATE ' * ' . I I . 1. 4-8D TOENAI.L; OR 2-16D. END NAIL ' , . . . " I I . . . 1�0 . . g,-... 'DOUBLE'. STODS", FACE.'NAIL I I .. 160 AT 24' .C. . . . . � , , �l . �. 1. I : . I I . � .. . �. I .., . . � *T 16" O.C. . . �10�,-Dblmlb ,TOP PLATES,: FACE NAIL � - - - 16D A 1. , ­ . I ' . . , . I . . I 1. ­­ ... I . . . . . , .... ml b0A'E, .TOP - ".'TE%'�AP SPLICE.' �' ' . " %. ­ -3-16D , .. 1 . ' 'k k4 . . . - - I iii., BLoc 1. � .� BETWEEN 41SI. -OR R AF T. TO T%P . ?L'Tt TOENAIL. 3�­80 . . . � . . � . . I li � , . � I . - PIM -JSTS: TO TOP, PLATE� TOENAL , ..'.., I 8D AT 6, O,C . � 1, , 1 ,1'3 - TOP -.P -JES, tAPS- AND INTERSECTIONS- FACE- NAI 2-161). . . , ... ��. . tItA � . .. % . ' :. . � * I . 1. . . �: - ­,.,CGN.NuoUS HEADER, TWO PIECES � ' 16D AT 1611- O.C. . I .. . . . 1 15 -ClEfUN6 J61ST$ TV PLATE,` TOENAIL .'. . . . . 2-81) - . . ' ' I � 16-tONTINUOUS.'HEADER `TO 'STUD, TOENAIL - 4- 8D ... 4­8D, - - . .. .1 � -1'7'-`:CrJU'RG,' -JOISIS L ' ,E 3-16D . . - , . � APS OVER. PARTITIONS'A FAC, NAIL. . .1 I � '* , "o, - joISTS TO, PARALtf-L RAFTERS, FACE NAIL . . 3- 16D . . . , .:CEIUN .. . , . . . .: ;9. .. . ,. ' ' ' . . . . . . . 3-8D 1� , RAFTER WOLATE, TOENAIL : I I . .., .. .1 � . . I la-'v.� BRACE TO. EACH .STUD AND .PLATE, FACE NAIL . - ' 2-80, - I . .1 ..,. I , I . . I . I . 4 . � I .21*`,TX,..8"`S.HEATH'G ORLESS TO EACH BEARING, FACE . fol.Lt 2-8D � . :1 22.-ADE.R. THAN 1'1�4,1'�SHEATH'G 'TO EA. BEAR'G, FACE NAIL 3-8D . � I .� I . "'. . ; ­ . � . . ' ..2,,.�. , WLT7 UP, *ORNER *$TUDS, . ' . 160 AT 24�' O.C. . . " O.C. 24�.BWLD�UP CODER', 4hb'-BEAMS, . . � . I . . � . �' ., I , ."', ... I I � T . � .. . . . I � . . . , . . . . I . I . AND STAGGER Z-20D.. � ' . . I . . . I . . . . 1. .. I . . AT ENDS & Ek . SPUCE - � .1 I , . . .25.7.# P�MK$ ...­ I - . . . . � � � 1� "'.. ,.2-160 AT EA. BEAR-ING. .. I br% 0'$ 1. , '26 w.vvu- jf�vk, 100L - PANUS A PAR CLE-130m, , kjr . . -_ �l I 1� - - . . I . . . � . ING , ,BFLOOR-, ROOF &..WALL. SHEATHING (TO: FRAM I . SU � - ' . . '- - 11/2" - AND 7LES.S . . . . 19.1 v . . . . 4' 32' -:- 3/4" I , I I ' � 8D J#4) OR 6D (#5) '� .. .., I . . 7 'T m� , . , ;, t- " . . " . . . 1 '' /18" X 1�� -1/4" - . . 80( 3) . OR ' 10D � (#4) � 8D (#5) ' . . .. 'LOOR-'UNDERLAYMENT (TO FRAMIN ' 1. COMBINATION., SUBF V4. I . . . . � . . . . : . . . , � S/4" AND, LESS ­ I I : � . . - 6D � I �� , , 7/8" -` I" .. . .. . . I . . . � I 80 . F#51) . . . 1:_ . 1.� X I- 1/4�'. 1 � I I , . � 4 /$` . 10D OR 8D ('#5) - .2.7.: P,%EL � S""G Tp. FRAMING)(#2): . ' ' . . . I � ­. ". ,Vzi. OR LEI . . ­ . I .. I . . fit,�N 6D �ffv - ' .1 I 5/w - * . : I 8D 0j - 1 I . � .:. . . Z8. FIBEROOARD, SHEATHNG(#7):' � . I . . � ... J./ . . . .. I .jo ..: - . � I � , I '. . . . 11 1. I) NO. 11 GA-(#8� - 6D(#4 . .� . . . .. NO. 1:6 GA.f � a 9 . . � . . . . . 5/, �21 11 * - . . 2 . .. . NO. 1 1 ( ���T - 8D (#4). �1� * . INTEWR 'PANELING: . . NO. 16 GA. , . ) , tf . . 1/4. . I � I 4D( 10) . w , , 3/Vv . . . . 61)(11 1) , . I . . . I I . . . I � . �. . . . . . . I . . I , , � ' .. 1. COMM04 'OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED- ' , I . .2. N,AiLs S�P ' ACED. AT 6 INCHES (1-52MM) ON CENTER AT EDGES, 12 INCHES . , .T5RMEDIATE SUPPORTS EXCEPT 6 INCRES AT ALL'SUPPORTS WHERE -At IN. . I . � I . SPANS-A�RE 4.8, INCHES (1219 MM) OR..-WRE, FOR NAILING OF WOOD � , I . I . LLS9 , STROMRAL PANEL AND. PARTICLEBOA.RD DAPHRAGMS AND'SHEAR WAL . . - REFER TO sECTIONS .234-5.3.,3 AMD 2315.4. nAILS FOR WALL SHEATHING MAY I I . I I � . I . 11 �BE­QOMMON*'. 13OX OR CASING. . . . : 1' COMMOM -OR. D�FROMED SHANK. . . . . . . . . . . � . . � 4.'.tOMMOM. . I � � . I . . . . 5.� DEFORMED 'SHANK. . I . . ' . I .6. ,CORROSION� �­ RESISTENT -SIDING 'OR CASING NAILS CONFORM-ING TO. THE . . . . I . - ... REQUIlk...EM04TS. OF SECTION 2304.3 , 1. I. . < I , ..i.- . . . � - , ., 7, -FAS,T.E-NERS- SPACED 3, INCHES ON'CEN-TER ,AT EXTERIOR EDGES AND.6 INCHES I . I ., ' .' . . I . ' . ' . . .. . . . . - R. .S. . . . I I ON., c . ��NTE. I � AT: INTERMEIDATE SUPPORT 7/16- INCH- DIAMETER H . EAD S. CORROS10.4-- ktSIST'N ' . A. 'T ROOFING NAILS VATH� . . . I AND I 3/4­;-INCH LEN,OTH FOR. �Z5/32_INCH SHEATHING CONFORMING .TO. THE ' . . I . . 1. . ' . I . I . . I . . 'R�EQUIRM.'ENTS OF SECTION'2301.3 .'� . I I . I .;, � .19# -.CORROSION- RE$ISTANT STAPLES WITH NOMR4AL 7/16 INCH CROWN AND 1 1/8 . . . . .� INCH.-LE-NGTH.:OF� 1/2 INCH ' SH ,EATHING AND t. 1/2 INCH LENGTH f6R 25/32 . . tNCH.t.fiEATHING..'CONFORMING�,�TO THtREQUIRMENTS OF SEtTtON 2,304.3 1 . 10� PANEL -.SUPPORTS'AT 16 INCHES [20 I.NCHF-S IF STRENGTH AXIS., � IN -THE LONG .. , DfRECTION OF PANEL, UNLESS'', OTHERWISE MARKED].- CASING OR. FINISH. NAfLS ,. '' . . -Eb':6 INCHES ON'PANEL EDGES, .12ANCHES AT INTtRMEDtATE SUPPORTS, . $PAC . . . . . . , 1 t 4 INCHES.— CASING. OR FINISH NAILS. SPACED e.INCHES, . . . . I ' I I ON PANEL, DEGES, 12- INCHES AT INTE�RMEDIATE SUPPORTS. I . . . . . I . . . I I . .. . . . .: I . . : I . . . . . . . I . . . . . . . . . . .. . . I . . . . I '.. ' . . I . . . M. - METAL - CONNECT-6RS: SIMPSON STRONG- TIE -(IMO'. #121 It 1258,`V46 AND I : � �. 1.11 . I , . -.1 I . . �. I . . . . I . . . , I � .. , � � ..a'NER20)- - - . . . .. . .1 I N. JOIST � HANGERS., '.GALVANIZED STEEL, SIZED TO SUlt- JOISTS �, AND FRAMING'CONDIRONS; .. I I i - ' " ' . � . I : . , . . .MANUFACTURED 8Y"SIMPSON. OR EOUIVALENT. . .' . ... I . - . I ' . I -.0 140,; 'PER 'U'. � C'.: T-A -;-- 0 - CdM I - - NAIL - . .B. 1-� BLE 23-:1 FOR � I MON. OR BOX WIRE NAILS. -ALL -, I . - . . I PLYW0OI)'.'DIAPHR-A-GM'S SHALL HAVE'COMMON NAILS. PROVIDE DOUBLE TOP:, ­ I . . I I . . . I ' . . . � . . . � . . . . PLATE VATH MINIMIN 48 INCH- LAP., . . . I . . . . . . I . . I ' . . .. . . I � . . 1.07 FRAMIW. - - � .. . . .1 .. .. . , � .. � ­ , ` �.'.Ai. . STUb VALL-.. SECTION 2318 U.B.C.* ALL STUDS TO'HA\ft FULL BEARING., ON. PLATE. . ' � . 1. . .. . . ' . . ' . . I '. .8.., 2 ­ ; I . I I . . . . .. . �. . � .. . . ,LOCKING AND 8�00ING.. . I � . . 1. I I.. 1. - STUD..- WALLS:'�-. SWION 2326.11.U.8t. NOTE WALLS WITH CONTINUOUS. STUDS , - - , ., .1 . . . . .. . . ". .1 . . I . . ... . I . I I I . . . � .. 11 104* BOTTOW"T01OP PLATE..... . . I . . . � . 1. .' " ' I . . .. 1. . I . I Z.."..`:JOI$TS- AND-..ROMRS: SEC104,2326.8. .-AN013-2-6-12 U.B.C., tjS-E:.$OLID . '. . . . I . . .. . � . . . . I . .... . . .. . .. . . I ODW' ," I'. - - - I . . . �.. . . . I . . , ' - . . . . I . I . .C.- 'PIRE STOiPPiN .". SECTION.. 7W, -U110. - . , ., * . I . I . 1. . . ,.a . . I , � . . . `b-�-. -, H'EADERS.- ." SECTIOk: 2,32§116 U.B.C. !SET ALL :HEADERS NTH CROWN SIDE. UR ": I � . . . , � � ' .. I - . : � I Ev StA-�S�- SEVIONS-1306., �U.8-.,C. SET ALLBEAMS''WITH. CROWN. SIDE .UP... . . � I . ' ' ' I . F. � NOtCHING OF EXTE'RIOR AND - BEARING/NON- BEARING WALLS SHALL NOT EXCEED 2574, - I . ' I I . � "..k 'E . - S IN BEARINO/N ��- . §EAkING WALLS SHALL NOT EX CEED � � 40.?* � tC. TIV .-LY BORED HOLE ON . 1. _ M . ' . I . � . . . . . . .. . .� - . I I 11 . . .t , . . ; .40%, - 60% RESPECTIVELY. I . . .... . . I � . I . . * . I I . . . . . I . I. . - LOS . GENERAL , AMING I I . I . . .. FIR _'. � . � �' � I .ikl', '' � . .. � I I.., I . I , . . 1. . I 'A..- ,'�gW� A�', �- . . . . . . .1 . � 1., .4N �- ADDITION TO FRAMING ,OPERATIONS NORMAL TO THE FABRICATION AND ERECTION ' ' . - "" -TH DRAWINGS,, INSTALL WOOD BLOCKING -AND'BACKING REQUIRED FOR` . �* 0-i ' 670 ON' .- E . .., . . I . . � �`-THE 4M .OF OTHER TRADES. � . . . . I . . .. - - ' . � . . . I . . I � OM TAL AND SLOPED MEMBERS NTH CROWN- SIDE UP. . I I � . 2..' . jij�Xd'�.,H 'I ZbN . . - - � 11 � �l S.;�- ." ,.tw to,TCH,'CUT, OR BORE ,MEMBERS FOR PIPES, DUCTS, OR CONDUITS, OR FOR - . I 1. . t, I - THE DRAWINGS OR SPECIFICALLY APPROVED OTHER REASONS EXCEPT AS SHOWN ON ­ . GNF t ' tE . �R. , . I . . . � . I . . I . 4._*A � � VAN 7 BY THt ARCH . tTEOT AND .EN � . F. , . . . 4.:'. MUSTRU0 FRAMING MEMBERS FULL LEN.G-TH WITHOUT SPLICES. - .- z:. � . 1 5,. _*`004STRUCT ''.Ij' 0 . PARTITIONS, UNLESS - OTHERWISE . 00 9LE -JOIST UN E-9, PARALLEL,.OEARING , I . .1 . . � I � � . I . .. I . . . WOTED­' ".DRAVONC I . I . .ON , . , . I . . , B'-­ B - EARIN - . . VA . . .. -11 'I ' "OST,SO AS TO ... I . � ��, ,u I ARE,110 . BWIN'O* - ?� I -K ' ON� . 2. " -t*ZSEM:-, N'GS SF Lt_'4�_.E; 7K. ". " i i " : " Lt", �oktst � OTH ORA ISIGS. � . I.-' Fj . . I I i ' . . WHI =1 . . I I . ­­ � ' � ' " .1. . . I . . . .. I . . . . I .. . � . I ' ' . VVE. SURE'. AND ". EVEN. -SUPPORT. *�'-. " ­..- - - .'. ' I .. I TO GIVE .'. - TCH THE' WS AS REQUIRED I . . 1'.,, - - WHERE- t4 fN -M_ 'OE SL 31 . .. . �.­.Ql -RS .-OPE:CUT�'OR,k6* I . I I 11 . "' I .1 . I � I . I .. . I I . I .. , � � I �. I UNIFORM OCARINTSQ14FACE- - , "' . I ­ I I I , * I..- INO. -AND., BRID.M . -*.. PER -SECTION .708, 709,'710, 71111,712 U-B4'C.' ' * - I j.,09:'BL i ' . - 'W At . I .. "IlEMS OF FINISH AND TO CUT OFF, -CONCEALED NG. s �E wRt6lltO SUPPORT . k 1N.S.TALL-BLOtki ,, A I ' � .DRAFT OPENIN , VERTI . - AND FLOOR AREAS. . I GS � BOTH' _CAL AND HORIZONTAL,, BETWttN CEILING � . . - . . : .. . . . . I . : . . I I . .. � . .. . : ' I - ' .B� - BRIDGM: � , . '. . -, �:�'NOT LE' , A .. .311 'NOMINAL), METAL, -CROSS I 1. - IN8'TALL WOOD, CROSS- ORIDGINC. . -.SS I-H - N �Z 'X . I . . ' I . . .I3 �OF EOUAL STRENGTH*' OR: $OLtp,, BLOCKING BEMEN ,JOISTS WHERE THE SPAN � , .. . 11 I . . . . 1. . I, . ... . .. . � I. . '' . . I.*-. � 1. . . . .. I . 1. . EXCEEDS 8'.. O' ., . . . . i. ' EEN *LINE I 1 2. P00AIDE - MAXIMUM DISTANCE, 09: -8'�- O' �SCTW 'A. -OF BR DONG: AND A'' I . ­1 . . . . .. .. I .. . . ' ' I - . . I. . �. . .. . . , .. I BEARING. " . . . .. . ". . I . .3.. CRPSS-8,010GINC� MAY 13E OMITTED, FOR ROOP�AND CEIUNG'JOISTS WHERE THE. � OMISSIOUAS PERMITTED-.8Y CODE$- EX,CEPt WHERE, OTHERWtSE' INDICATED ON'- THE . , . .. . _. . . . 11 11. .. . I . .. . . . . . . . . � I -DRAWINGS...'. .. . I .. ­ . 1. � ' .. . 4.';� INSTALL'SOL-10. - BLOCKING- BETWEE14 A$--"TS.�AT­POiNTs OF SUPPORT AND WHEREVER ... . . SHEATHING -IS DISCONTINUOVS. BLOCKING.MAY BE: OMITT.Eb WHERE JOISTS ARE , . . .. . . - SUPPORTED ON METAL- HANGERS. ' ' - " I 1. . � . . .. � . . . � � . I . . .. . . � . . . A. ON FRAMING:',MEMB�RS TO -.�CCEIVE-. kFINISHED SURFACE, ALIGN THE'FINISH- SUBSURFACE . . . TO VARY NOT..MOkE -THAN"1/8" FROM THE -PLANE, OF. SURFACES OF ADJACENT FURRING AND , . � . 1 . 11 I I . � . . . . . . I . . . . . - I . . FRAMING MEMM, S." � - - . . I . 1.11 INSTALLA-Ti . . , I I � ON OF PLYWOW SHEATHING .. . .­ I . . i ­ ' . . . .. . . . . . . .. . . . . . . I k PLACEMENT ' :� I . I . ' ' I 1. PLACE PLY -WOOD NTH '. FACE GRAIN PEkPt_NQICULAR TO SUPPORTS . . � 9 -OTHERWISE,- SHOWN ON THE .. OVER AT LEAST TWO;SUPPORTS EXCEPT.WHERE . .. . I .1 I . . I .1 . . . . . . . � I I . . I . . . DRAWINGS. . . I 1. .1 . . . . � .1. I .. . � I . . . ' ' . I CENTER - jOINTS A I 0CURATELY.OVER..SUPPORTSi. UNLESS OTHERWISE SHOWN ON..THE . . . . .� . . . . . . I I . . 1. . I . . I w.. .... . . . . , . . ­ . I . TERPROOF COVERINGS UN71L THE B. PROTECT PLYW000 FROM MOISTU,RE`'8�.',*USE,'OF- WA - . . PLYWOOD INJURN HASI.B� . EN COVERED WITH THt NEXT SUCCEEDING COMPONENT. -,OR . . . ' . � I ­ . . . . I . . I I . . . I FINISH. . . � 1; . . . . . . . . . � . . . . . � . � . I . ­ � . I . . . 1. . � . . . I. 12 FASTEN14G . . . . � . I . . . . . . . I . . . . A'. NAILING: . . . . . ., . . . . I . 1. . USt-ONLY COMMON W . IRE NAILS'OF ,SPIKES OF THEDIMENSION SHQWN ON THE I . � . 1. . I NAILING SCHEDULEP' EXCEPT WERE OTHERWISE SPECIFICALLY NOTED ON THE . .. . I I . � . . . � � I . . ., DRAWINGS. . . ... . I � . 1 2. FOR'CONDIT-IONS I NOT COVERED.1N. THE NAILING SCHEDULE PROVIDE PENETRAT.10N ' INTO THE - PIECE RECEIIANG .THE POINT OF NOT LESS - THAN 1/2 THE LENGTH OF. THE I . � . . D. HOWEVER, THAT. 160',NAILS MAY BE USED TO CONNECT . NAIL OR SPIKE,. PROVIDE . � . . ' , . TWO - PIECES ,OF .2" (NOMINAL). THICKNESS. . .. . I . I 3. . %NAIL WTHOUT SPLITTING� WOOD. I � I I . .. . . . . . . .. 4. PREBORE AS REQUIRED.. . .� . � . 5. 1 REMOVE SPLIT MEMBERS AND REPLACE. WITH MEMBERS COMPLYING. WITH THE � ' . .. I . . SPECIFIED. REQUtREMENTS� - . . I . . . I . . I I . . . I .. B. BOLTING: . . . .. , . 1. -DRILL HOLES 1/16"'LARGER INDI.AMETER THAN THE BOLTS. BEING USED. . � . I . 1. . . .2.� DRILL STRAIGHT AND TRUE FROM'. -ONE SfDE,.ONLY. . - � . ' . 3. DO � NOT BEAR, BOLTS. THREADS -ON WOOD, BUT.. -,USE WASHERS UNDER HEAD � . . . . ,WHERE BOTH BEAR ON -WOOD AND USE WASHERS UNDER ALL NUTS� - . . � � . I I . . I C. SCREWS, , . ' 1. FOR LAG SCREWS AND WOOD SCREWSt PREBORE. HOLES SAME DIAMETER AS ROOT OF' . I I I , I . � THREADS, ENLARGING HOLES 60% . 75% OF SHANK -DIAMETER'FOR LENGTH OF SHANK. - I . . . 2. . SCREW, DO NOT DRiVE, LAG. SCREWS AND WOOD, SCREWS. - . . � � . . I I . � . I . � . ' . . I I Ar "X . . . . . . " E .- t 0" N , 0 �. . - " I �EwC T 062'0 1 . I . I I . .. . . . . FINSH CARPENT ' RY I . . � . . . . 1.0 I S COPE ' ', .. . I . . I I. . . A. FURNISH AND 04STALL ALL FINISH CARPENTRY COMPLETE, INCLUDING TRIM, DOOR FRAMES.* I B. INSTALLATION ..OF FINISH HARDWARE, BOTR ACCESSORIES, CABINET PULLS, 'ETC. ' .. . I . , I . 1.02. WORKMANSHIP ' � ' .. ­ . A. ALL JOINTS SHALL BE TIGHT.-AN0. TRUE, AND SECUPELY FASTENED. CORNERS SHALL BE I NEATLY MITERED, BUTTED, OR COPED, WIT�i.NAILS SET AND SURFACES FREE OF TOOL � . . MARKS. ' . " ' B. WOOD -WORK SHALL BE ACCURATELY SCRIBED TO FIT AD C. ALL WORK SHALL BE MACHINED OR HAND -SANDED, SHARP EDGES AND SPLINTERS REMOVED, AND COMPLETELY'PREPARED FOR FINISH. I .. .. I D. FULL LENGTH 'CONTINUOUS BOARDS SH . PLICABLE OR I I � I I . . . SPECIFICALLY NOTED. ' '-, I . . . I . . . I . . . . 1.03 MATERIALS . . . I A., DOOR FRAMES: - (PRE -HUNG) . .. 1. FRAMES SHALL BE*.SET PLUMS AND TRUE, RIGHT, LY SECURED, AND PROTECTED DURING ' . .1 ' . . . THE COURSE OF CO ' NSTRIUCTION. - � , . � B. DOOR: CASING: TO BE SELECTED BY OWNER AND .ARCHITECT. . . 1. ALL VER11CAL ANDHORIZONTAL TRIM MEMBERS SHALL BEIN LONGEST "PRACTICABLE" . . LENGTHS. . . � C. WOOD TRIM: (DOOR, WINDOW, PROJECTIONS). SEE DRAWINGS. . I � D. WOOD BASE; TO 13E SELEClED, BY OWNER"AND ARCHITECT. . . . � I � . . . . . . I . . Aftm . �.&mh -"- a, a . .Aft ^ . I . . I F-"%N-, O.bOk4uu - - , . bhUTly . .. . . . . ' . . I I . CABIWTS AND TOPS . . '. � . . . . . . I . . 1.0-1 SCOPE - . . . . . I � A.-� FURN19i AND fNSTALL ALL CABINET WORK COMPLETE. - - . . . . , . . . . . 1 L02 '' STADARD . .. . 1. I . . . I 1. . . .THE ARCRITECTURAL A. ALL NATURAL FINISH CA13INETS SHALL'MEET THE� R-�.QUIREMENTS,OF � . . , 11 I I It., . WOODWORK INS-TfTVTE'(Aw0 "QUALITY STANDARDS . .. I 8. ALL PAINT FINISH CABINETS SHALL MEET THE REQUIREMENTS OF.Tl4E 'ARCHITECTURAL I . I 1. . . .1 . . WOODWORK INSTITUTE (AWI) "QUALITY STANDARDS", I I . 11 .� I I I . . I .. � . . . . 1 1.03 MATERIALS AND , DESIGN. . ' - , I � I . . I I . I NER. ' I I . A. KITC HEN AND BATR:�ASEI . , V I . .1 �.ORK: : TO -BE.'SELECTO BY OW I . I 'S. MATERIAL AND FINISK, PER. INTERIOR.. FINISH SCHEDULE AND/OR- 004ER'S SPEOFICATION , � . . I I . . . .. .. I * . . . . . .1 . .. I . . . . . . . . LAT. I . ­ . . I . . . . � . . I ' I .1 '. � . .. . � 0, C", I E R TOPS: 'PER,- tNTERWR FINISH. SCHEDULE A.D/Ok OWNMS SPECIFICATION LIST. I I I . �. . . I I ' ' . , I . . . . I F. 'SHELVING SHALL W. -EDGE . 'ANDED...- '. .. . .S I . ' I C - - H - - - . .G.- VERIFY APPbAN E,,SIZE �WIT � DEVELOPER -AND SU.PPLIER. ' ' . . . ­ I . . . I � � . . I I . I . . 1.04, WORKMANSHIP'.' .. - , I . . . � I � . A. ,ALL, JOINTS SHA AND I I . 1. ... � - , LL .' BE � 1104T , TROt A;Nb:�S.ECUREV FASTENED.- CORNERS SHALL BE . . MilfRED;-BUTTED, OR.COPECv, NAILS SET,AND: SURFACES: FREE, .OF TOOL,'.MARKS. . ' .. . I . . . . . . I . - .8. , U S.E. CONCEALED: f ASTENIN G S­ WHERE, `:POSSIKE. - . . '. -.-I . I � . � I , . , I . . ­ . ' . I . .. CAB" � '' X EDULED � -FOR, -PAINT FINISH -SHA E'.$MO.QT .R C. ALL�- ., IN.ETMOR, ,-S. .... LL. 8 1.-HLY� D ESSED AND . . I ' .'. ..l.. I ... .�111.1.1 . . m, ..... . ,� I p ..., I . . ,. . I I I , , .. ­ . . I I I ­ I . . , . . . I . SANDEV. I I . , .1 1: , . ; ;. 1. . '.. it . . 1. . ' '' SCRIBE MEM RSr .ACCURAltLY IN: PLACE TO I . - D. INSTALL. ALL.­WWX� NEI.,,PLUMB AND TRUE. � . BE � . "tNG , FIT' AW04N I � . I . � , . ' . . � 1 1.05 HARDWARE . ` ' :. - '' - ' . I SHALL BE *SELEt . . I � I TED:.S.Y. OWNER/DEVELMR. I . I . .. I . . . . � � . I I I :, . I � - . .. . .. I .". , .. I . � 1 , .. , . , .. . . . �. .1 . 'oft Am= - IL A. .F 0% , 1L. I � U , L_ % 5 w �,lllor4 OT2'^O- . � I.. ��' . .1 ­ BKOING .. tft 'TION. I . . . . LA . � � . I . . . ­ 1.01 kOPE: .. . . .. :. . � I . .. . . I . . I . FURNISWAND INSTALL.. COMPLETE -THERMAL AND SOUNDiNSULATION. . . 1.02 MATERIALS , .- .., A._ .THERMAL INSULATION:' .. . - � . . . * . ' . 1. -ATTIC AREAS: -MINlMUW-R-30.,` IN..CATHEDRAL CVLINGS�USE. LO.W'PROFILE I . (CATHEDRAL "BATT) INSULATION- FOR VENTILATION., SEE PLAN$. - , I . . i I . - S:, , -MIN I IMUM. R--�l #-Mick).. , I . . 2. : EXTERIOR. HALL . I 1 _3,(3'-.1/2'. . � I , . . . 1 3, FLOORS �)YER GARAGE: - ­R-�, 19. - - - - . I ..l. . . . . . B. . MANUFACTURERS;. OWENS!-- CORNING'. FIBERGLA S.S CORP0RATI0N­-0R'.EW- VALENT. " - 1.03 '.INSTALLATION . , , . I I A. THERMAL - INSU LATION: - .. I . ­1 . ' ' I I t:� INSTALL 8ATTS BETWEEN. JOISTS,:'.AT ALL-CEILNG AREAS., EXPOSED TO ROOF OR ATTIC I -A .1 . . I I � , REAS (INCLUDING ANY VER TICAL WALL. ARE -AS SEPARATING UVING ,SPAc &S FROM � . ATI)CS BETWEEN' CEILINGS.: AND, ROO).' AND BElXtN STUDS AT ALL EXTERIOR WALLS. � ' . . . I . I - I . BATTS. SHALL, Bt SECURELY. INSTAI�ZD -AND TiGHTLY FITTED.' ' � ' . I . 1, , .. I I . 2. :, CONTR . ACTOR'SHA�L SIGN AND POST: A NOTICE.' THE STR T- tNSULA'nON - INSTALLATION COMPUES TO-'lHE �,STANDARDS OP THE-STATE.OF dAUFOR'NIA. ff -w ` . �'U "UtbOU m ot -."J...1UN, .,' . , . .. . 1. .. . . . 11 . . .. MEMBRAW ROOFING - . . . . 1.0 1 ,SCOPE I .. � I . . . . FURNISR'AND INSTALL COMPETE, ROOFING. AND. WATERPROOFNG, INCLUDING. CANT .-STRIPS . . : I I . I I , . . . � �. AND INCORPORATING FLASHING, SLEEVES AND JACKS. . ,.. . . . I .1.02 QUALITY ASSURANCE .. . . I '. � . I . .., . A. WORK SHALL CONFORM TO REQUIREMENTS. OF THE UNIFORM BUILDING CODE AND- THE . I . . . . I . I . N . ATIONAL ROOFING CONTRACTORS ASSOCIATION "NRCA ROORNG AND WATERPROOrING . - , . . . . I I . MANUAL I I � I .1 � .. ... I I . . . I . . I I I 8-. TILE ROOFING SHALL BE INSTALLED AS REQUIRED .FOR.. HIGH',WIND AREAS. ENFORCEMENT.Or THE ' - . ­ I INSTALLATION - SHAL.L. BE THE.- RESPONSIBILIfY OF THE ROOFING CONTRACTOR -AND' 408 GENERAL � T C . . CONTRACTOR. BUILDING DEPT. FIELD INSPECTOR MAY OkY. SPO ,HECK TO DOUBLE PROPER . . . I I I . . INSTALLATION. . I .. '' . C. ' PROVIDE A MINIMUM CLASS "A" ROOFING MATERIAL WITH U.L OR . LC.B.O. LISTING$.- . I : . . . . I I . . . .. 1.03 MATERIALS . . . . I I A. SEE ROOF PLAN FOR. MANUFACTURER AND STYLE. . . . . . . � . . B. SEE -COLOR SCHEDULE FOR COLOR AND WX. ' .1 I C. ASPHALT FELT UNDERLAYMENT:. SHALL BE 30-POUND A T, . � . I . D. FULLY. -ADHERED ROOFING SYSTEM , . . . . THE SYSTEM -UTILIZES EITHER "SURE- SEAL(BLACK) 'OR '3RITE- PLYI'(WHIT­-� ON- BLACK) . I IN EITHER 0.045"OR 0.060" THICK POLYESTER- REINFORCED EPDM MEMBRANE. .1 . . . . . I I 1 .1.04 SPECIAL CONDITIONS. . . I A. PROVIDE CRICKETS*AS INDICATED OR REQUIRED. . . . I � 1 1.05 INSTALLATION I . . .. . I A., INSTALL . ROOFING� AND WALL FLASHING PER. MANUFACTURER'S RECOMMENDATIONS � . I , . , ' , , � I . CAREFULLY INCORPORATING FLASHING, SCUPPERS, .JACKS, SLEEV�S,.ROOF,DRAIRS, ETC.? . . . I I R. . I B. ROOF AND UNDERLAYMENT SHALL -BE LA40AN ACCORDANCE VAIH MANUFAt.!UkER'S . . INSTALLATION INSTRUCTIONS, AND AS INDICATED ON, ORAWIkGs. . I � . . ' . I -C. DO -NOT INSTALL UNDERLAYMENT ON WET SURFACES. I I . . . . 1. I . . SECTION" OP45T] I I . I I . � I I . . - TRAFFIC TOPPING .. . . . . I 1.01 , SCOPE ' . � PROVIDE LABOR, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY FOR INSTALLATION OF - i I . . TRAFFIC TOPPING COMPLETE AS INDICATED ON THE DRAWINGS. � 7 I . . . 1.02 MATERIALS , I I � A. TRAFFIC TOPPING SHALL BE PACIFIC POLYMER$. "ELASTO- DECK 5000 W.D.A." * . . . SYS'TEM AS FOLLOWS: ' I .. 1. APPLY I COAT ELASTO-DECK 5001, 45 SQUARE FEET PER GALLON, 30 MILS. DRY I . ING AND APPLICATION OF PLYWOOD DECK SHEATHING. 2. APPLY I COAT ELASTO-DECK 5001. 50 SQUARE FEET PER GALLON', 30 MILS DRY ' THICKNESS, AFTER ADJOINING WALL FINISHES ARE APPLIED, . 3. APPLY 1 COAT ELASTO-GLAZE 6001AL PIGMENTtD, AT RATE OF 125 SQUARE FEET . PER GAL. � . ' I . . 4. BROADCAST MONTEREY.#2 AGGREGATE COVERING AREAS AND ALLOW SETTING UP WITH . . � I I . NO TRAFFIC. ' . . � � 1 5.. VACUUM OFF SURPLUS AGGREGATE AND APPLY SECOND COAT OF ELASTO-GLAZE . 6001AL, 124 -SQUARE FEET PER GALLON, . I 1� . I 6. COLOR OF THE TRAFFIC SURFACE: WHITE. � 1.03 OTHER'MATERIAL ' S - . . ALL OTHER MATERIALS, 140T SPECIFICALLY DESCRIBED BUT -REQUIRED FOR A COMPLETE AND PROPER INSTALLATION OF TH . E WORK OF THIS SECTION, SHALL BE NEW, FIRST QUALITY OF THEIR RESPECTIVE KINDS, AND SUBJECT TO ACCEPTANCE OF THE ARCHITECT AND DEVELOPER. � 1.04 INSTALLATION . . . A. . SHALL BE IN ACCORDANCE WITH MANUFA ' CTURER'S INSTALLATION -INSTRUCTIONS, ACCEPTED SHOP DRAWINGS AND AS INDICATED ON DRAWINGS. -ANY-SPECIAL DETAILS OR ED -BY THIS SPECIFICATION. SHALL BEREFERRED TO THE I HIS RECOMMENDATIONS FOLLOWED. CONTRACTOR SHALL HAVE BEEN I TRAINED -IN APPLICATION AND ACCEPTABLE TO MANUFACTURER. . . � B. SPECIFICS: . . � 1. CARRY FLASHING TO HEIGHT OF APPROXIMATELY 4 INCHES UNLESS OTHERWISE SHOWN. ALL RAIL POSTS, CURBS, AND STOPS SHALL BE FLASHED AS REQUIRED. 2. TRAFFIC TOPPING SHALL NOT BE.APPUED DURING FREEZING OR INCLEMENT WEATHER CAN LOGICALLY BE EXCEPTED.. . I . � . 141"" I-. a-ECTIONO OT600 � . . . FLASHING AND -SHEET METAL I . I � 1.01 SCOPE . I PROMDE LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR COMPLETE . INSTALLATION OF FLASHING AND SHEET METAL AS INDICATED ON THE DRAWINGS. 1,02 QUALITY ASSURANCE . . A. CODES AND STANDARDS: � . .1. LOCAL BUILDING CODE, CURRENT EDITION. 2. SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION, INC., (SMACCNA) "ARCHITECTURAL SHEET METAL MANUAL. . . 1.03 FIELD MEASUREMENTS AND TEMPLATES . OBTAIN FIELD MEASUREMENTS. REQUIRED FOR PROPER AND AbEQUATE FA13RICATION AND . : INSTALLATION OF THE WORK COVERED BY THIS SECTION. EXACT MEASUREMENTS ARE THE I . CONTRACTOR'S RESPONSIBILITY. FURNISH TEMPLATES FOR EXACT LOCATION OF ITEMS TO BE EMBEDDEDIN CONCRETE`OR MASONRY AND ANY SETTING .INSTRUCTIONS REQUIRED FOR . INSTALLATION WORK. . . . I . 1.04 COOPERATION NTH OTHER TRADES . I ' COORDINATE -INSTALLATION OF SHEET METAL WORK SO THAT RELATED WORK SHALL BE INSTALLED AS-REOUIRED. COORDINATE INSTALLATION OF SHEET NiETAL WORK NTH, ROOFING . A ED IN.. SHEET METAL WORK NOT SPECIFIED IN OTHER SECTIONS OF THE SPECIFICATIONS, BUT REQUIRED BY THE DRAWINGS, SHALL BE 1. . I FURNISHED AND INSTALLED UNDER THIS SECTION. . I I - . 1.05 MATERIALS ' . . . " .k GALVANIZED SHEET METAL: ASTM A 526, COMMERCIAL GRADE, PAINTABLE UNDER . THE STANDARD METHODS, GAUGE SHALL BE AS INDICATED AND IN NO CASE LESS THAN. . . . , I. GE. . B. FASTENERS- GALVANIZ.ED SHEET METAL SCREWS. . ' C, SOLDER AND FLUX: 50 PERCENT LEAD, 50 PERCENT TIN, STANDARD BRAND SOLDER. FWX SHALL BE NEW MURIATIC ACID. . �. . �'. 1 .1.06 INSTALLATION . 1. . A. ' FIELD MEASUREMENTS: BEFORE. PROCEEDING WITH FABRICATION: OF SHEET METAL WORK, . � .. V'RIFY EXISTING; FIELD CONDIT-IONS UPON WHICH WORK OF THIS SECTION IS CONTINGENT. . T_ � B. WORKMANSHIP: FORM SHEET METAL WORK IN -ACCORDANCE WITH. SMACCNA I . . LY. TO DIMENSION AND SHAPES -REOUIRED. * JOINTS AND MITERS OF SOLDERED, HEM FREE EDGES. FINISH APPEARANCE SHALL BE NEAT AND ACCURATE SECURELY. FASTEN AND,MAKE V�EATHER'TIGH T 'WORK ADJACENT TO OR . CONTINUOUS NTH WORK TO'BE FORMED UNDER OTHER SEC71ONS OF THIS SPECIFICATION. MOLDED OR BROKEN MEMBERS SHALL BE FINISHED WITH'TRUE, STRAIGHT, AND SHARP LINES AND ANGLES, AND WHERE iNTERSECTING EACH OTHER SHALL BE COPED TO`AN ACC I URATE FIT AND SECURELY SOLDERED. SHEET METAL WORK.SHALL BE FORMED, - . . . FABRICATED, AND INSTALLED IN, THE LARGEST PRAC11CAL 'SECTIONS ADEOUATELY PROVIDED FOR. EXPANSION AND -CONTRACTION IN THE COMPLETED WORK. AND SHALL FINISH FREE . . . . FROM OUCKLING, WATER AND WEATHER TIGHT THROUGH OUT., . . .. C. MISCELLANEOUS ITEMS: F! ASHING AND OTHER SHEET METAL WORK SHALL BE FORMED OF ` . THE MATERIALS, TO THE SIZES AND SHAPES AS INDICATED ON DRAWINGS AND REQUIRED � . I I . IN ACCORDANCE NTH SMACCNA "ARCHITECTURAL SHEET METAL MANUAU' INCLUDING . ' . CONTINUOUS VENTS, FALSE LOUVERS, DOWNSPOUTS AND GUTTERS. I . . , I � , - .1 D.., FINISHING: EXCEPT WHERE'OTHER'MSE SPECIFIED,. REMOVE BURRS, GLAZE. FLUX, AND . . G FROM, SOLDERING AND 'SHOP WORK. THOROUGHLY WASH., 'METAL ' AS RECOMMENDED.BY THE MANUFACTURER, AND AS HEREIN SPEOFIED, AND "PE DRY . I. I � ' E. , CAULKING: CAULKING MATERIALS AND APPLICATION SHALL COMPLY WITH THE , . . 1.1 REQUIREMENTS SPECIFIED IN SEC'nON "SEAL.MTS AND CAULKING. I , . I I SECTION"OT.920 . . . ... .: SEALANT$ AND CAULKING . 1.01 -, "SCOPE . � . . I A. . PROODt LABOR, MATERIALS, EQUIPIENT, AND SERVICES NECESSARY FOR. INS' . I I TALLATiON- OF ' . . I SEALANTS'AND CAULKING COMPLJ�TE AS INDICATED'ON,THE DRAWINGS. I I . � I B. * PRtINICIPLE� WORK IN THI ' S SEtTION: . . .. . . . .. I . I . . l.. COORDINATE ALL WORK IN THIS SECTION NTH RELATED VADES. - 1 2., THS SECTION CONTAINS GENERAL SPECIFICATIONS PERTAINING TO CAULKING AND I � . I I . . SEALANTS THROUGHOUT -THE PROJECT, AS INDICATED'OR REQUIRED AND BECOMES A , CTIONS REQUIRING SEALANTS. THE TERM" "CAULKING" OR . I)SEALANTS, IS USED 'THROUGHOUT THE DRAWINGS AND SPECIFICATIONS TO DEFINE THE - -. * I MATERIALS AND METHOD OF-FiLLING NTH AN ELASTIC COMPOUND, THE SMALL '. ' � . - I . TIONS, AND JOINTS BETWEEN SIMILAR -AND DIF MATERIALS THAT CANNOT -BE SEALED BY'ANY OTHER MEANS'TO PREVENT THE PASSAGE ' . ,OR PENETRATION OF WND,--RAIN. WATER AND DUST, TO MAKE JOINTS WEATHER TIGHT. 1 QLI � . . . I A. CODES AND STANDARDS: I ­ ..� . .1. UNIFORM ''BUILDING CODE,, LATEST EDITION. I . . 2. SEALANT AND WATERPROOFERS INSTITUTE. - . 3. NATIONAL ROOFING CONTRACTORS ASSOCIATION "NRCA ROOFING AND . WATERPROOFING MANUAL". . . . I . . . � . 1.03 JOB . CONDITIONS . .. I I I WORK SHALL BE PERFORMED WITHIN ES AND. CUMATIC CONDITIONS . RECOMMENDED- BY THE . SSOCIATION. I . . . � 1.04 PRODUCTS ' . . . - NOTE: THIOKOL PRODUCTS SHALL NOT BE USED DUE TO REPORTED INSTABILITY OF I * PRODUCT FORMULATED TO MEET CALIFORNIA POLLUTION REGULATIONS. FOR USE IN CALIFORNtA. . . 1.05 CHARACTERIS'fiCS ' . * . . A. 'COLOR: UNLESS INDICATED OR SPECIFIED OTHERWISE, EXPOSED SEALANTS SHALL MATCH COLOR OF ADJACENT MATERIALS. WHERE ADJACENT MATERIALS Ok-EACH SIDE OF JOINT ARE. DIFFERENT COLORS, USE SEALANT 'COLOR AS DIRECTED. IF SELECTED COLOR IS NOT . . . . AVAILABLE FRO OBTAIN FROM ANOTHER MANUFACTURER. I . � . I B. STAINING-. JOINT FILLERS, "'PRIMERS OR OTHER MATERIALS USED IN CONJUNCIION .WITH . I * . SEALANTS SHALL NOT CAUSE STAINING OF SEALANTS OR MATERIALS TO WHICH THEY ARE . . . . APPLIED;, . . . . . 1.06 MA.TE41ALS , I . . . A. SEALANT TYP�S AND LOCATIONS: ' -1 I . I . ' I 1. AT GENERAL WALL LOCATION ' S AND AROUND PERIMETER OF TOILET FIXTURES, ONE PART - SILICONE SEALANT AS MANUFACTURED BY DOW CORNING CORP., TREMCO OR . . . . I GENERAL ELECTRIC CORP. . . . . I . I . . SURFACES GENERAL DOW , I . � . ' * .. � ELECTRIC CORNING, NON- POROUS SURFACES SUCH AS �GLASS, METAL, CERAMIC AND PLASTICS. 781 '#1200 POROUS SURFACES SUCH A5 BLOCK AND CONCRETE 1780 #1300 LOCATIONS SUCH ,AS CERAMIC TILE, PLUMBING FIXTURES AND OTHERS - . WHERE A MILDEW RESISTANT SEALANT IS REQUIRED . #785 #1700' LOCATIONS WERE A HIGH DEGREE OF MOVEMENT IS ANTICIPATED . #790 - SILPURF . . . 2, FOR JOINTS IN FLOORS AND SIDEWALKS USE'TWO-PART POLYURETHANE 40-45 . SHORE . � .. A, RUBBER -CAULK 230, MANUFACTURED BY PRODUCTS RESEARCH AND CHEMICAL ; CORPORATION; "BETASEAL #456' WITH FORMULATION TO 'OBTAIN SHORE A HARDNESS- . OF 40-45, BY ESSEX-CHEMICAL CORPO . RATION OR ."DARSEAL-U TRAFFIC GRADE" BY' . � MATERIALS. DO NOT USE BITUMINOUS MATERIALS. . 3. FOR ALL OTHER INTERIOR LOCATIONS USE COMPOUND TO -MATCH ADJACENT WORK; ONE- PART NON- SAGGING, PERMANENTLY ELAS_nC BUTYL OR SIMILAR POLYMER - - I . DISPENSING IN COMPOUND CONTAINING A MAXIMUM OF 10% SOLVENTS; . "SEALTIGHT ELASTOMERIC BUTYL CAULK" BY W.R. MEADOWS, INC. OR "PRc . RUBBER CAULK 2000 SEALANT' BY PRODUCTS RESEARCH AND CHEMICAL . CORPORATION. . . . 1 1.07 OTHER MATERIALS I . I . A. PRIMER: AS RECOMMENDED BY SEALANT MANUFACTURER FOR USE WITH SEALANT AND . FOR APPLICATION ON TO THE VARIOUS TYPES OF MATERIALS TO' WHICH SEALANT IS ' ' APPLIED. . I . B. CLEANERS: WERE REQUIRED, IN UEU OF PRIMERS, USE THOSE MANUFACTURER, C, JOINT FILLERt MUST 13E -COMPUTABLE NTH SEALANT USED AND AS RECOMMENDED BY SEALANT� MANUFACTURER. to 1. OPEN CELL NEOPRENE OR PLASTIC FOAM "ROD . 2. FELT TAPE: MIL-F-5656A, PRESSURE SENS111VE ADHESIVE WITH- INTERLINER ON . ONE FACE, 1.5 MM THICK. � 3. CAULKING BEAD OR TAPE: 'APPROVED NON-DRYING ELASTIC POLYMER TYPE WITH. INORGANIC FILLERS FOR OPTIONAL USE IN PLACE OF FELT TAPE. . 4. EXTRUDED NEOPRENE: , ASN D750. . 5. FIL , LERS AND BACKING SHALL BE FREE FROM OIL OR OTHER STAINING ELEMENTS AND COMPATIBLE WITH THE SEALANT USED. OAKUM AND OTHER -TYPES OF ABSORPTIVE ' MATERIALS SHALL NOT BE USED. INCLUDING MATERIALS IMPREGNATED NTH SOLVENT MATERIALS. FILLER AND BACKING MATERIAL SHAH BE OF A COMPRESSIBLE NATURE. 1.08 APPUCATION . A. JOINT DIMENSIONS: NO JOINT SHALL BE LESS THAN 1/4 INCH MDE. DEPTH OF SEALANT SHALL NOT BE GREATER THAN THE WIDTH NOR LESS THAN 1/4 INCH. FOR JOINTS ONE INCH WIDE OR GREATER, HALL BE AT LEAST .1/2 THE WIDTH. B. JOINT PREPARATION: I I 1. PERFORM IN STRICT ACCORDANCE WITH MANUFACTURER'S APPLICATION INSTRUCTIONS, ' INCLUDING CLEANING AND PRIMING. . , 2. REMOVE PROTECTIVE COATING FROM ALUMINUM COMPONENT SO THAT SEALANT C. JOINT FI�LFR: USE WERE JOINTS ARE DEEPER THAN 1/2 INCH. POSITION ACCURATELY JNSIDE JOINT TO WITHIN 12MM OF SURFACE, TO ESTABLISH AND CONTROL THE UNIFORM DESIGNED THICKNESS OF SEALANT. WERE JOINTS ARE OVER 3/4 INCH WIDE, PLACE . FILLER SO"THAT DEPTH OF JOINT TO RECEIVE SEALANT DOES NOT EXCEED 1/4 INCH-. D. SEALANT PLACING: APPLY MATERIAL WITH SUFFICIENT PRESSURE TO COMPLETELY FILL THE VOID SPACE TO ASSURE COMPLETE WETTING OF CONTACT AREA AND TO OBTAIN UNIFORM . ADHESION. DURING APPLICATION KEEP TIP OF NOZZLE AT BOTTOM OF JOINT, FORCING �EALANT TO FILL FROM* BOTTOM OF JOINT TO TOP. FINISH JOINTS SMOOTH ANO FLUSH WITH ADJACENT SURFACE UNLESS DETAILED OTHERWISE. MODIFICATION OF THE SEALANT BY ADDITION OF LIQUIDS, S ARE NOT PFRMITTFi) I . . . -SECTIO N-.--.*';. , -:0,1' .2-0--o' . I .. . . __S, _. DOORS . . . . 110 1 I. ., scopt * . I A.- - PROVIDE MATETOALS� %j1p , NE -�SSARY:F, INSTALLATION 'OF DOORS. ' , � ..KNT, AND SER)ACE,S... CE , OR ' . . 1. . . . I : : ". . .. ­ � . . . ., �.­COMPLETE AS SCHEDULED. I " �' , . I . . .1. . � . I .. .. . , ,� . .. . . . .. . I I .. . _ 1. .1 I I . 8. .� ., EXTENT. ANP - LOCATTON, OF EACH TYP ­ �OP DOOR. AS'SHOWN ON DRA*NGS. AND 14 - . � ­ .. . � ,E .. lls1cfevt ., . .1 - . . :.1- . . . . . I .L. . , .; .. .. . . . . . . . �l I . . � �. I . , . .. i . �' . . 1: C.. .ALL, DOOR$'SHALL MECT'.., THE .-RtQUiRE4ENTS'0F 'THE 1994. UNIFORI*-,,�SECUAITY CODE. ' . . . I I . I I . . . 14.0-2 .''QUALITY ASSURANCE -',. ' I . - . 11 ., . . I . Ii . . . . . I . I DOOR'$HALL - 'MEET' O9:'tXtEED HWM.A INDUSTRY'' STANDARD -1.5. 1,- ANO . THE ,.. I I . �REQUIREMEN,TS.'Of WIC FOR* CUSTOM GR-ADE DOOR. .''. ' . ,� '.l.... I .., . . . . I I .. . I . . I . . I . . .1.103. DOOR TYPES - . .. I....., .. . . . . ... . 11 . ­. . ..l...:l. 1. .1 � . . - . I . A. ..IXTERIOR ENTRANCE DOORS- 1-- 3/0 'SOLID: CORE; - - " . . . . . TO. BE SELE ' CTED BY OWNER. B. I FWSH EXTERIOR DOORS-.1-3/4 INC.H.-THICK.- $0LID CORE --CONSTPUCtION: WOOD . . I . . I . EXTERIOR .OR VENEER -HARDBOARD FACES,.. PAINT, GRADE. ­:- . . �.... .. � . . ;, ...'..l.. .,V .. .. :. .6. C.. FLUSH INTERIOR DOORS: AS PER DR'AWINGS* .- - - INCI+ THICK,- CO'LONIST, . . .. � . . . . D. SLIDING WARDROBE DOORS. , ` I I ... I .. I ... .q .. . . .1 I I I .1 . � . 'MASTER-, BEDROOM: - ALUMINUM MIRRORED. UNLESS . 0THM,.*l()TElD. . . � I I SECONDARY: 1- 3/w. SLAS, - OR AS $tLECTED ST.OWNtR ".- .. . . . , . . . 1.04 FITTING AND HAN-C4!40,-OF DOORS ''".. .. . " ., I I . . . ' ' I ' . ' f A. EACH DOOR SHALL BE - ACCURATELY,.CU T. TRIMME,D. - ANb ''.FITTED TO ITS 'R SO ' ' , .E -EC,TIVE. FRAME . I � '. AND HARDWARE. NTH -'DUE �ALLOWAN' '' . . CE FOR PAINTER'S. FINISHES. I . . - - � �. B., CLEARANCE AT. THE LOCk.. ANb HANGING'SPL, I ES . A . ND AT THE TOP SHALL NOT..',EXCE.ED 118' INCH. CLEARANCE AT :THE, `.'BOTTOM SHAJL. BE - ADJUSTED FOR FINISH. FLOOR COVERING. .' SCHEDULE, INCLUDING CARPE:17ING. i 1. .1 . . . ., . .:, .. ., . - . I . I . I . .. . I . . . � I . ­ . C. LOCK. STILE EDGES SHALL BE'BEVELED..�' . - . � I I .. . � . I . . . . D. DOOR SHALL OPERATE.,FRE ' I I .. . I ELY,, BUT NOT'LOOSEL I 11CIONG'OR VNDING, WITHOUT . Y. W.THOLIT',­8 . HINGE BOUND CONDITIONS;, AND* NTH ALL HARDWARE PROPER'LY" ADJUSTED'AND ., � . . . . . � FUNCTIONING. � . M 2 R 11 AW 0 ^ E 'i". E uo"T 1-00' N" - 0 00' h ; 3 * , u I SLIDING GL ' ASS . LGI SCOPE . I . I FURNISH AND INSTALL' ALL DOORS COMPLETE AS, --SCHEDULED. . I . 1.02 OUALITY, ASSURAN"CE '' .' ` . . I I . . A. CODES ARE.STANDARDt:: : .. . I . 1. LOCAL BUILDING' CODE, . CURRIENT" EDITION. . �2. AMERICAN. ARCH,ITECTURAL'MANUFACTURERS - ASSOCIAT16N (AAMA), . , . ANSI /AAM A' 10 1­85 UVOLUNTARY:SPECIFICATIONS FOR ALUMINUM PRIME ' ' ­ . . . , I , 1 I$ .1 . I ININDOWS AND SUDINGGLASS. DOORS;, ­ . * ' . . :� � . . � 3. CONSUMER PRODUCTS SA�FETY- COMMISSION, '"SAFETY STANDARDS FOk ' i ARCHITEM-RAL GLAZ4NG MATERIALSO) (16tFR1201). .. .. � :1 I B. ALL DOORS SHALL.MEET THE.ROUIREMENTS OF"THE 1994 UNIFORM ' , U . . I SEC RITY CODE. 1.03 MATERIALS . . . � . . . ­l. . . ' . A. .EXTERIOR .SUDING GLASS DOORS: CONFORM TO ANSI/AAMA -101-85 SPE0FIW10N . SGD 15, COMPLETE.'MTH SLIDING HARDWARE, FINISH 'MITE ACRYUC, OR. AS -INDICATED. . ON DRAWINGS, - SIZES AS -INDICATED 'ON DRAWINGS. I . . . B.- SLIDING GLASS DOOIR. GLAZING: -TEMPERED. REFER TO SECTION � I . . . 08800 GLASS'AND . I . GLAZING. I . I . 1.04 INSTALLATION . . .. . I . . . . . I . I . SHALL BE IN ACCORDANCE WITH MANUFACTURER'S -INSTALLATION AND INSTRUCTIONS. ff"Im 190, "TION '0860d'o So" E A . . � ' ALUMINUM WINDOWS , . 1.01- . SCOPE . . - . . . . PROVIDE' LABOR, - MATERIALS, EQUIPMENT -AND SERVICES NECESSARY FOR INSTALLATION. OF I . ALUMINUM WINDOWS COMPLETE AS INDICATED ON DRAWINGS AND, REOVIRED. I . .. I . . . I . 1.02 QUALITY ASSURANCE . I . .. � A. CODES AND STANDARDS: . . � . . 1. LOCAL. BUILDING CODE, CURRENT.*EDITION. . . . . 1 AMERICAN ARCHITECTURAL MANUFACTURER'S ASSOCIATION (AAMA), . .. ANSI/AAMA * 10 1�- 85, "VOLUNTARY SPECtiFICATIONS FOR"ALUMINUM PRIME I . . I . WINDOWS AND SLIDING GLASS DOORS". ' - . 1. 1. . I . . � . . B. ALL WINDOWSS SHALL WEET THE REQUIREMENTS 'OF, - THE '1994- UNIFORM SECURITY 'CODE. 1.03 MATERIALS . . 11 I ' . . . . A. ALUMINUM I WINDOWS. FIXED, HORIZONTAL SLIDING, VERTICAL SIDING, -AND XITCHEN'. ' ' ' . STUDIO WI PECIFICATION. HS-Bi AND VS-Bl IN ANSI/AA'MA .' . 101-85 FOR RESIDENTIAL WINDOWS,. COMPLETE NTH SCREEN; *nNISH.. - THERMO-SETTING' . ACRYUC WHITE, OR AS INDICATED ON DRAWIN'GS. SIZES AS I,NDICATED. I B. GLAZING: REFER TO FLOOR PLAN AND ENERGY CALCULATIONS FOR SINGLE OR'DUAL .'. GLAZING. . .. I � 1.04 INSTALLATION . ' . . . SHALL BE IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS- -1 ulsxTjuv�j I I a, I . � 14, 1- - HI_ jw� I't FINISH HARDWARE I 1.01 SCOPE . I PRO�ADF AND INSTALL FINISH HARDWARE. 1.02 : FINISHES . A. MATERIAL 'TO BE U.&5 ANTIQUE BRASS. OR * AS SELECTED BY DEVELOPER. 8. THRESHOLDS TO BE ANODIZED ALUMINUM. 1.03 KEYING - ' .1 . . . � I LOCKS TO BE INDIVIDUALLY KEYED'. EACH LOCK TO HAVE TWO CHANGE KEYS. . I 1.G4 -BUTTS . . . . . DOORS TO HAVE A MINIMUM OF 1- 1/2 PAIR BUTTS. DOORS � I- 3/4 INCHES THICK, UP TO 36 INCHES IN WDTH TO HAVE 4X4..1-3/8 INCH THICK, UP TO 36 INCHES IN WIDTH TO HAVE 3r-1/2 X 3-1/2 THICK. EXTERIOR OUT -SWINGING BUTTS TO BE NONFERROUS, NTH NON REMOVABLE PINS� NO LOW FREQUENCY BUTTS 'APE TO -BE USED. - � I . -1-05 LOCK SETS AND LATCH- SEfS � . . ' . . .. STANDARD CLASS A RESIDENTIAL DUTY CYLINDRICAL. LOCKS AND LATCHES NTH WROU'GHT � . TRIM. LOCK SETS SHALL HAVE A 2-3/4 INtH- BACKSET VATH I INCH DEADBOLTS. . ' * 1.06 - TYPE OF LOCKS SEIS AND LATCH SETS - - � I . A. ENTRY DOORS: AS SELECTED BY DEVELOPER. I . . . � B. INTERIOR DOORS: AS SELECTED,BY DEVELOPER. . . . . 1.07 WEATHERSTRIPPING . I . I . . . I : I , . A. EXTERIOR DOORS: SHALL BE COMPLETELY WEATHER STRIPPED AS MANUFACTURED BY "ZERO WEATHER STRIPPING CO.",.SERIES I OF OR EQUAL BY "REMKO" OR "WESTERN -- . I I WEATHERSTRIPPING COMPANY".. . . I FINISH: BRONZE.. � � . . B. THRESHOLDS: ALUMINUM, BRONZE FINISH. NEW I SINGLE FAMILY RESIDENCE 0 1240 W. RAYMAR ST. Santa Ana, California oh di � - DESIGNER� 17A HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CALIFORNIA 92675 TEL: 949.322.7922 FAX: 949.488.8940 wfriftk �11�6 13, PROPERTY OWNER: TRUCOR, INC 0: P A ALES 23052-H, ALICIA PKWY., #611 MISSION VIEJO, CA 92692 TEL: 949.378.2100 I . PROJECTADDRESS: ZONE: . . ASSESSORS PARCEL NO: . LEGAL DESCRIPTION: - SECTION 08800 . - '. � - , . . lcl 'GLASS AND.,GLAZING .. I cz, Llik� 1.01 SCOPE . ' . = . FURNISH AND INSTALL ALL GLAZING AND MIRRORS GLAZED DOOR 0 1 I . I . WINDOWS. GLAZING SHALL BE DONE DURINGFINISH WORK. - .1 . I . I . � 1,02 QUAUTY ASSURANCE . . . . . 1. . . . . . . ALL GLASS SHALL'CONFOkM TO THERELATED PROVISIONS OF .. FEDERAL SPECIFICATION '. DD-G-451 FOR STANDARD GLASS, -AND FEDERAL SPECIFICATION DD-0-1405 FOR TEMPERtD GLASS. GLAZING SHALL CONFORM TO PROVISIONS OF � THE "SAFETY STANDARD POR ARCHIT'ECTU GLAZING MATERIAL" -(16CFR 1201) ISSUED BY THE CONSUMER PRODUCT SAFETY - ' ' � COMMISSION, EFFECTIVE JULY 6, 1977, SECTIONS 2403- AND 2406 OF'THE U. S.- C.. . . . 'EVERY LIGHT OF SAFETY MATERIAL INSTALLED IN. THE HAZARDOUS LOCATIONS 1NDICA ED . TED SECTION' 2406'U..B.C. IS REQUIRED TO BE IDENTIRED. BY A LABEL WHCH WILL SP�CIFY THE -. - . . . . � , LABELER, AND STATING THAT SAFETY GLAZING MATERIAL - HAS -BEEN. UJILIZEDANSUCH , .. INSTALLATION. EVERY. UNIT OF TEMPERED SHALL. 13E .P.ERMANENTLY � IDENTIFIED: BY ."THE - - '. . � ..- i . . I . . MANUFACTURER. THE PERMANENT IDEN71FI.CATION. 'IS 'REQUIRED" TO, 8E ETCHED OR.CERAMIC '' . . , . I . . FIRED .ON THE GLASS AND BE VISIBLE -WHEN GLAZED. . - - . I I .. . I . I . . ' GLAZING IN WARDROBE DOORS SHALL MEET. THE. IMPACT TEST REOUIREMENTS FOR GLAZINO . . . � I AS REQUIRED IN U.S.C, SIANDARDS. I ... . . � ! � . . I I. . . I .. I � . . 1.03 ' MATERIALS I I . . . . . I . . I . A. FLOAT GLASS SHALL BE FLAT DRAWN, 3/16 INC14 THICK., CLEAR -DOUBLE STRENGTH `13' . � I . . - I .. . I . . I . I . . ' SS SHALL RE 1/4 INCH, . THfCK I CLEAR . GLA$S. C. MIRRORS.- AS'SPECIFIED-BY DEVELOPER. . . .. D. GLASS 'I N 'HAZARD'OuS. AREAS: - TEMP . ERED GLASS-.,- E. DOORS: TEMPERED Q-ASS.- 1.04 INSTALLATION:- , - : .. 1� . . . - ' I SHALL BE IN I ACtORDANCE -WITH REOUIREM04TS OF. - ".04INISUMER -OR'ODUCTS- SAFETY COMMISSION, RULINGSt 16CFRI-201,' "SAFETY' STANDARD'_F-09 ARCH`ITECTURALGLAZI!40.� � . I , MATERIALS'! EFFECTIVE JULY 1-61,.4977 OR. LAIER. ANDAIN... AC-CORDANtE WITH FLAT GLA$S . * I . ' MARKETING ASSOCIATI[ON IAL'l, M:ANUF�,,CTUREP"��,.(�StALLAIl'ON- INSTRUCTI 1. ­ I I., . . . I , . ONS - - . AND, AS'INDICATED.,04 DRAWING& GLAS ­ - , ALLAMON SHALL' HAYE NO TONG"MAR ."i.lbk OIL CANNINQ' . ; , .. . S�_ON 4NST I I � . KING . . . . . . � . .. . ullj 124@ W. RAYMAR STREET R-1 010-282-001 TRACK 1470, BLOCK 282, LOT 1 LOT SIZE 6826 SQ-FT. BUILDING SIZE FLOOR AREA 1352 SQ. FT. GARAGE AREA 460 SQ.FT. PORCH AREA 48 SO.FT. TOTAL . 1860 SQ.FT. SITE COVERAGE 27% SUBMITTAL SET REVISION PLANNING SUBMITTAL p C ECK SUBMITTAL NO. 1 MITTAL NO. 2 � ", I , , �n-t,)ft';',SS ',,�`�, ��,, E W,c,,,��;;" 'le .'V, ,% ,11,'�­­-­�, �4 �, .,f".e' �,KG lv�-',,%��el­�� �� 41 Z, 1611 0"N -,,i. ""*- I , ���� 1� ,� Itz . r-> NO-07604 C.;� 1� . * I , I � I -1 I , 11 �� I ''I 11 I � mmm-_ww ­­_,* �_ �­­,, I I � , � , GENERAL NOTES I SCALE: JOB NO: 30135 DATE: 08.08.02 DRAWN BY: S.H. �- T 092:00 -104* TR A INCLUDIt G- 00 - M, S-CWDS - OR 4 T-A At PLAS-TtRING: W. K jt -ST, LL Y-W W; 6� �CE A� N iA 'tOMPLY- WT AP Q�W- ,�,OUIREMENTS,�.O.F�*"tOV-ERNINO .c 1' RDS :`Sal -ANU PU ,E W tA LATHING -AND", OF CA U. -ORN .441- ACC0RDA,NCE:­)M ABLE;REQUIREMENTS 8.1, WALL -8, � o,� .. � ., . - "E" 1)i, APPUC �.Ass60' INANC,," (dfi6A-1 PLASIE1 ONTRACT APO G 0- COMPLY PROME, SEP., -A 'R.'S Wt0z A 1. WITH 01-.Elk 2 .'u L TCk "COAf, 'BROWN R, AS FOLLO -CR -OFI �.::INSPECTMS�FOR-,.E.-ACH-PHASE XTERIOR PLAVE WS: S� A 00" OL OA p C BROWN FOISH) 0 ALVANIIED ON' vEk 1/4" G WAL LS4� IHM. CD-�.T vo 60, A ($CRA T. .Ht. 'K LATH "AQUA, K-LATH CRADE -,8AMNO "OR �T AND OR E 'S PW-BAR-PIER BUILDINO"PAPER". BACKING.. TYP.E.,S-FB' Et -FURRIN 5, 'R, M, r.x i;, _ ­ & 'COLOR S. fftSh --WA- C,( 'OR- -ACTQRY PR DL F EPARED MIOER4 PIGMENTS TO% at`- � "JED BY�:DEYEWP A40 'ARCHITEC T.' El,� ER GAV "TH. WEEP Himm.". DRIP'', .E EQUAL. c - Q I RNO �bfol M LCOR -RiGiD SEAD. (SQUARE). '10', OR 'S CJIUN '' OU2.5.v 40$um P0'RNlSH.A0o,,)NST-ALL' ALL -GYPSUM- WALLBOrARD WORK- COMPLElL` 1-02- QUALJ7Y � �A�WRANCE 'CIFICATtONS, FOR.APPLICATION, OPSW AtS ATION. G 216 "RECOMMENDED SPE 'AND flMSH OF GYP". :BOARD".. 3� - aYPS(W' A , MATERIALS aO. RD?. 0� - 1/2. INCIH�- IliICK,; MAXIMOM sTANDAR0-:'GYPSUM- -80AW. ANSI/ASTM 0361 A .:PER'Wt$I8LE- LENGTH# ENOS -SOUARE � CUT,- TAP.ERED EDGES. LIM 9.0 - - t"X", FIRE RE.SISTIVE TYPE, 1� - 11RE ft` �'OYPS �ARD: ANSI/ASTM 06, TYPE - SSIS E LENGTH, -THIC XIMUM PERMI L. UL U *Vo.' -I.C.S.O. APPROVED; 5/8- IN�H' K, MA OR, -E& SEE -TABLES 7-8 & 7_ C FOR APPROPRIATE ENDS :SQUA�E. CUT, TAPERED EDO TEMS MINIMUM �PROTE-00N FOR WALLS, PARTITIONS AND FLOOR' " ROOF ASSEMBLY,SYS -R AN�!/AStM C630; 1/2 INCH THICK., C. ..MQISTURE,� -ESISTA14T GYPSUM -TAPERED EDGES. ALL BATHTUB AND MAXIWM -PERMISSIBLE LENGTH.'. ENOS- SQUARE CUT, NT m:,SHOWER WALLS TO.. BE MINIMUM HEIGHT OF'!? UNDCR CERAMIC TILE OR EQUIVALE ii-, ' MAI-ERIALS.- FA�ANI PEk CODE'(SHEAR WALLS; SEE FOR � SPECIAL NAIUNG S)., U "S" SCREWS AT RESIUENT CHANNELS. R�Q.VJRO�VW [SE TYPE, A -SO C �RIES: $p4lNOSED ANSI -CS, OR ANSI- CB PF. : TRIM MANUFACTURED OF R, EDGE TVIi D .A'.'OR CASING BEA :STANDARD WALLBOARD EDGE G4YAI40 �STEEL WITH PERFORATED fLANGES,,,ANSI-iJS, SQUARE NOSE, U.O.N. NESS OF WALLBOARD. PLAN I[NDICAM S OR DEVELOPER-.�.SIZE AS REQUIRED -FOR THCK FA;STE9ERSf.'.,AS RtCOMMENOED 13Y MANUFAQTURER OF GYPSUM -WALLBOARD APPLIED, BLEEDING OR STAINING ,0.:. ACo0,S.:vC.AL CAU.�KIN(,., WATER -BASE OR,PVA, FOAM...'NON- -ACOUSPOAL CAUVING. - 1.-66 'WORKMANSHIP,. F NISHED SU jdiNTS *114 .1 RFACES SHALL 'BE TAPED AND FINISHED WTH JOINT CEMENT. :'A RE ORCIE ., LL C04WkS. i.: �ORQMcic MET'AL'TRIM. AT ALL EXPOSED. EDGES.'.AND EXTERNAL CORNER& . C. .',TRtM, -SHALj_.-, jBE 11GHT TO WALLBOARD EDGES, PLUMB, �EVEL AND TRUE. TO PLAN, S�CURELY ATIACHED. Di, -CONCEAL -,EXPOSED NAIL OR SCREW HEAD WITH JOINT COMPOUND.� E -NAiL$ $HALL BE. ANNULAR RING (GWB�54) CONFORMING TO ASTM, C380---58T. THE CORTRACTOR At', HIS OPTION MAY USE WALL00ARD � SCREW IN LIEU 04� NAILS. HOOD laEAMS,'POSTS, ETC. UNLE�ss OTHERWISE NOTED ON F. WRAP- ALL EXPOSED DRA)MNG&. .06' FINISHES ',�-'A- W -S, iORANGE PEEL - TEXTURE. - U.0. INDICATED BY DEVELOKR. .-0.'­.CElUNGS.. LIGHT ORANGE PEEL TEXTURE. U.O-ANDICATED BY DEVELOPER. REVUENT FLOOWNG, SOOPE 'FUR-NISH AND INSTALL ALL RESIUENT FLOORING M ATERIAL -COMPLETE AS SC14EDUtf-1). 1*01. MATtRIALS YL: �AS'SELECTED Y DEVELOPERW SHtET- M.N * B 8'. SURFAC�S SHALL, BE PRIMED - A$ RECOMMENK0 BY MANUFACTURIV?. , BE APPLIED IN ACCORDANCE. NTH THE mANUFACTURERS INSTRUCTIONS. .C. MATERIA SHALL -09 u ON` 90 PAINTING - 141 SCOPE WORK ALL ABOR AND MATERIALS. TO. COMPLETE PAINTING AND FINISHING WWDIN ­E ORY PRIMED. G-PR - JPAR TION OF SURF -ACES OTHER, THAN THOSE THAT ARE FACT ,1.61. MATMALS, A. SUBMIT - UST -OF MATERIALS AND MANUFACTURER FOR, APPROVAL, TO THE SITE IN SEALED ORIGINAL MANUFACTURER'S ALL-NAT, RIALS SHALL BE DEUVERED E. Cok�T-AINERS-,-- C...r: PAIN Tit.; .,-tINCLAIR,, -DUNN-EDWARDS, OLD QUAKER, OR EQUAL. STAN- OLYMP _It, OLD' QUAKER, OR �QUAL 1.03 COLORS.� TH TH \1 OF AS , SCHEWLED --BY ARCHITECT OR.SPECIAL CONSULTANT 0 E APPRO AL obtLDPER.. :SURFA S i. PREPAR.A11614 OF CE A. SURFACES SHALL BE C ,LEAN, DRYj AND IN SUITABLE CONDITION FOR FINSH SPCCIFiED. ALL'01L,'GREAS , BOND BREAKING AGENTS, DUST' WLL SCALE AND� REMOVE* E EFFLORESCENCE. 8. 'CRACX$,,.H0LES,. AND KNOTS SHALL BE FILLED'$ SANDED SMOOTH, AND SEALED. WOOD SU9FACES, EXCEPT RESAWWWOODt SHALLIE , SANDED PERFECTLY SMOOTH,, SANDING DUST - SHALL: -$E COMPLETELY REMOVED. C.� HAROWARE. SHALt BE MASKEb OR REmOVED'PRIOR TOPAINTING.. i,.05 WORKMAN, P A. 'EACH COAT -SHALL BE 'UNIFORMLY APPLIED',, WELL BRUSHED OUT AND FREE OF BRUSH MARKS,.'RUNS, SAGS OR SKIPS, B. PAINT FINISKS'SHALL BE CUT SHARPLY TO LINE. PROTECT ADJACENT SURFACES. C. MIX AND -APPLY PAINT AND STAINS IN. ACCORDANCE WITH THE MANUFACTURER'S INSTRUC70N.S. 1.06- PAINT SCHEDULE, SURPACES SHALL BE PAINTED AND/OR F041SHED. IN ACCORDANCE WITH THE FOLLOWNG- PROQEQURE. FOR THE SURFACE AND FINISKSELECTED BY ARCHITECT OR DEVELOPER THEREON: A INTERIORS.'. 1., FLAT WALL FINISH: GYPSUM - WAL-LI30ARD 1ST'COAT F�-AT LATEX 2. SEMI- GLOSS. ENAMEL WALL FINISH.' A. GYPSUM WALLBOARD: 2.CoATS SEMI- GLOSS ENAMEL .3. Wo0p:. A.- 0PA0UlE-,-fINI-SH: IIST COAT ­-, PIGMENTED UNDERCOAT 2ND -COAT - SEMI,- GLOSS. EN AMEL. B. SOLID": COLOR. STAIN 1ST COAT - SOLID COLOR STAIN 4.1 '..FtRR0lj& METAL, A. NORMAL 1EMPERATURE., SURFACES: 1ST: 06A i T, PIGMENTED UNDtkC<)AT 2NO COAT - SASH AND TRIM -ENAMEL l. EXTERf0R­'SURFAC.E-&-- .1. * FERROUS. METAL: IST COAT CHROME OXIDE- PRIMER' 2-ND�COAT ',SASH AND TRIM ENAMEL 100OD:,, k l$T,COAT PIGMENTED. UNDERCOAT FLAT'LATEX �OUD. tbLOR,S.TAjN- ST'.COAT SOLID -1 tOLOIR STAIN oo MISCELLANEOUS' 1.01-.SCOP'E­ 'P TIE$S..CbMPL AND INVAL.`VECIAL M' -AND OPERABLE. PROvot, 1.02 -MA,MIALS, 0 9 .AS* SELE VELOPER-,AND C-0RR08NC-- CTED BY PE A, � H0USt-"N0M8t.RS&-;'' N014 'fTE U $S �OiHEPWIj7 -0-1 "ONPLANS. MCH V. N gy L AND, ARCHITECT. B. MAILBOXM. 1.03 -INSTALLA , VON' A. INSTALL MISCELLANEOUS BUILDING"VOALTIES- -IN, -ACCORDAiNa-'0,TH MANUFACTURER'S SET "PLUMB tENIEL '710 "K 41`8E AND TRUE 10 -STALL 1014,4 WOR..' S14-A .PRWT�o IN -AT fouc E'S TTING EACH A':, N T FiN ED.'AMARANCE.-INCLUD. 1. E LINE', -ANP..' $.HALL -S N EA ff; BUILDING. IT' ONNEVING T P c I T, ITEM - JN'JT-S.-CORREC L ACE G 6T-HkR:­POR.Tt0NS OF -THE WORK, AS..'EACH ITEM MAY REQUIRE AND INC�004ATIN' AT INTO TEST N.G'A I ND OPER-All . NG.E-OU113M�Ni."IF-.-REOURED-TO ASSURE PROPER FURCTIO)NING.; CkORS:` JKE:. WORK OF., - !HfS stc, t N A HE & iBACK- G -PLATES AND -AN., 0 � $H LL INCLUDE T Tt' ' AND' AN6 f AS NERS FOR INSTALLING' FURNISHING. OF BACKINI�_ PLATE.- ANCHORS' M'EN'T $PE .156 HEREIN. ANCHORING AND,. -MISCELLANEOUS' EQUIP b"! E "1" 10 N"' t 0: 8 - 0 D TOILET.ACCES-SORIES.'-. 1.01 � SCOPE PROVIDE AND INSTALL'.,'ALL PATHROOM ACCESSORIES. 1.02 -MATERIALS' A. RESIDENT BATHROOM ACCESSORIES:' SHAL�- BE AS'.. SELECTED By, DEVELOP0, AND SHALL INCLQDE, BUT NOT. LIMITED TO THE FOLLOWING- 1# MEDICINE- CABINET.S. 1. ' �TOWEL BARS 3.�. SOAP DISHE$ 4. �-TOILET PAPER DISPENSERS 5. - - SHOW . ­ ,ER­rU9T-AIN 'RODS L03 INSTALLATION�. IN$TALL TOILET, ACCESSORIES* ACCORDANCE NTH MANUFACTURER'S PRINTED INSTALiATION INSTRUCTIONS. WORK SHALL BE PLUMB,- LEVEL AND TRUE'TOLINE ' AN ' D SHALL PRESENT -A NEAT AND - FINISHED APPEARANCE. INSTALL WITHOUT 5CRATCHINO OR O'THERWISE DEFACING ANY PORTION OF �THE EXPOSED WALL, SURFACES.-' NECESSARY. SCREWS AND ATTACIiMENTS'SHALL BE CONCEALED AND FURNISH�D NTH THE ACCESSORIES. 'INSTALL -USING ".MOLLY -TYPE" ANCHORS. USE STAINLESS STEEL MACHINE SCREWS FOR.CONNECT-IONS,,' COORDINATE EXACT LOCATIONS OF SACKINO PLATES WITH RELATED TRADES. 1. 0 1 SCOPE PROVIDE AND INSTALL ALL KITCHEN EQUIPMENT. 1. 02 M.A , TERIALS. a -ELECTED BY . PROVIDE THE FOLLOININGRESIDENTIAL KITCHEN EQUIPMENT, COLOR TO E S DEVELOPER. VERIFY. WITH' DEVELOPER. ON 'EOUIPMENT SELECTION. A. ovEN/micROWAVE COMBNATION: a. COOK Top- C. 04SHWASHER: D. (W�BAGE`, DCSPOSEA: 1-03 -INSTALLATION INSTALL RESIDENTIAL EQUIPMENT IN- ACCORDAKE WITH MANUFACTlwmS PRINTED TO, is "'WORK' SH.. PLUMB, LEVEJ, AND TRUE TO. LINE' AND SHALL INSTALLATION 10STRUC BE $.E PRE$ENT A NEATAND . a FIN-ISHED ApPEARANCE W-LUDE SETTING EACH itEM IN ITS CoROFCT PLACE, FASTENIN0:1T., BUILDINO IT4N, CONNECTING IT, OR INCORPORATING IT INTO OTHER PORTIONS OF THE. WM�, AS-, EACH I XM.'MAY REQUIR(, AND TESTING AND OPIERATiNG ECKAPMENT IF REQUIRED TO ASSURE PROPER FUKTIONING, FURNiSR RACKING PLATES., ANCHORS, AND FASTENERS REQUIKID FQR INSTALLING AND ANCHORING THE MISG�LLAWOUS EQUIPMENT SPE0RED HEREIN,., "'.15400"' SECT` U& PLUMBING t.0 I SCOPE F COMPLE "T'E. SUPPLY. ALL LAWRO TRAN"TATION, MA-T-RtALS ETC� -FOR INSTALLATION 0 PLUMBINQ'SYSTEM TO. OPORATE ACCORDING* 'to THE SEST POAC110ES Of 1"HE TRADE ANID I . NCLUDING BUT NOT Lflift%- TO: FIXTtWS.. HOT ANO CXD WATF�P P"NG, SOIL AND Vl:.NT pjpjNr,, wATER.W..AIERS. PIPE -iNl-,5l',:un PERMITS. fft�`S, METE'RS,: ETC:, ALL MATCRIALS, ING'OEIPAkTWENT AND WORK ETC.�, TO rOMPLY WTH.A_,Q�, REOUIREMENTS,OF THE BUILD PLUMBING �WE- 1. 02 PLUMBING - PLANS OPRIATE AND SUBMITTV, PR �Z-,#,Y 'THE P - WING C A !OR,TQ Nif AP SHALL BE ORA* LU ONTR Cl. PER��NEL IN -4NE:, Ov" O.NG- OFOARINWNT. t.03 -HANGERS *0 STRAPS A A. ALL-KCAIZONTAL PIP11KI'll SHALL BE HUNG WITH . APROVED HANGERS' :T 6'-0!' Cf"NTER, MINIMUM� AND'SPACED- TO PERMIT -EXP�ANSIOWANO _CONTRACTION 'WITHOUT HI.T'qINO AD.MNI . NG PIPE. VERTICAL PIPING SHALL BE SUPPORTED ON CENTER WITH WROUGHT STFE� "U" STRAPS To. ftLoiNG'FRAMf_ SECURELY FAVENED RAPP S. ALL. WATER HEA"TERS, -SHALL 14AVE NON -RIGID 'WATER rv%NECTIONS AND PROPERLY ST ED. TOP AND 90TTOM FOR LATERAL SUPPORT. 1.04 CLEAN OUT HUSS A.- 9-4-ALL SlEANSTALLED FLUSH WITH. FAtE OF WALL OR, CABINET. B, M-AIN'PI_UM8iNG. 'WAS TE (3"_4") TO TERMINATE AT REM OF. BUILDINC.,. 1.05 DRAINS PROVIDE AND INSTALL AKA.DRAINS, 1.06 PLUMBING FtXTURES A. AS SELECTED 8Y THE DEVELOPEk B. ALL WATER. CLOSET -SHAt.L,BE 1.6'GALLON fLUSH TYPE. C. SHOWER HEADS SHALL BE C.E,C-�'CERTh9ED.AT 2.5 GPM MAX. D. LAVATORY'AND SINKS FAUCETS SHAtl Bt CERMED AT 2;2 GPM MAX. 1.07 WATER HEATING A. CENTRAL SYSTEM, BY OTHERS. RErER,TO CF1 KQUfREMENT STATEMENT. B. PROVIDE, ON DOMESTIC WATER �HEATERS A PRESSURE/TEMPERATURE RELIEF VALVE NTH DRAIN PIPE TO GARAGE FLOOR OR -OUTSIDE., 1.08 APPLIANCES AS SELECTED BY THE DEVELOPER. 1.09-. SOIL, WASTE,AND VENT, PIPING A. MATERIALS: 1. �ALL�.-SOIL, WASTE, AND FITTINGS INSTALLED IN OR ON THE GROUND; SCHEDULE 40. 2. ALL VENTS SHALL BE-ABS. B. TUBS AND SHOWERS SHALLBE ONE �PIECE, WITH NO SUP JOINTS, TRAPS 1.10 SUPPLY� LINES A. COPPER WATER PIPING INSTALLED WITHIN kBUILDING-OR - STRUCTURE SHALL, BE TYPE 1". B. FERROUS WATER PIPING NOT PERMITTED UNDERGROUN i D. C. NO PLASTIC WATER PIPING IS,ALLOWIED WITHIN BUILDINQ. D. ALL. HOSE BIBBS TO 8E .3/4- IN DIA_ PROVIDE MINIMUM ONE IN THE FRbNT & REAR. 1.11 INSTALLATION A. ROUGH- IN SHALL BE COMPLETED, . TESTED AND APPROVED BEFORE, CLOSING- IN WITH'OTHER INORK., B. OPENINGS IN PIPES, DRAINS, AND FIT'IINGS-SHALL BE KEPT COVERED DURING CONSTRUCTION.. C. -PROVIDE SOUD BACKING FOR -SECURING FIXTURES. 0. PROVIDE CLEAN -OUTS AT ­ENDS OF'ALL LINES AND WHERE REQUIRED BY CODES.' E. SLOPE GAS PIPING -NOT. I FSS. THAN 1 � INCH IN 15 FEET., F. COPPER TUBING SHALL BE FULLY'SWEATED-- TO FITTINGS. G. BLACK 0ON',,AND GALVANIZED STEEL -PIPE JOINTS SHALL BE MADE WITH APPROVED PIPE 'THREAD COMPOUND. 'H'.' PROVIDE SHUT-OFF VALVES -AT EACH FIXTURE. 1. ISOLATE: ALL PIPING FROM STROCTURE WI�M FIBER PADDING, OR EQUAL, AT ALL PENETRATIONS'..WTH ELASTIC. -CAULKINO, - J.' PROVIDE .. ANTI�- SlPHON.,-,DEWCE­'AT'ALL- 'HOSE. -BlBgs 'TE,9'iAINATE.A MINIMUM OF 10'FEET FROM OR AT LEAST THREE K. PLUMBING -VENTS SHAU,. `DOORS, 'OPENINGS, AIR INTAKE OR VENT SHAFTS:. -NOR LESS ANY. WiNbows, FEET -ABOVE Y OR -STREET. :THAN THRIEE' llr LOT -LINE, EXCLUDING AN ALLE L APPLIANCE' VENTING SYSTEMS� SHAU. TERMINATE A MINIMUM OF *FOUR FEET -.BELOW OR FOUR'FEE-T HORIZONTALLY, FR BUT NOT LESS THAN ONE FOOT'ABOVE ANY DOORO .OM ..)MNDOW OR -GRAVITY - AIR INLET INTO ANY '13VILDING. M. VENTING SYSTEMS SHALL TtRUINATE. A MINIMLWOF THREE FEET ABOVE ANY OUTSIDE. .09. MAKEU P-' AIR- IN -PROPER.TY. LET WITHIN 10 FEET NOR LESS THAN FOUR FEET. FROM ANY LINE, EXCLUDING A.-Pukx WAY.' N. SHOWERS SHALL 14AVE A TEMPARATI)RE � UMITING OF. 12G DEGREES. FAHRENHEIT. (UPC. 410- 7), O'ECTION 15500. HEATING AND -AIR CONDITIONNIG 1. 0 1 - SCOPE SUPPLY ALL'LAOOR, TRANSPORTATION, MATERIALS, ETC., FOR INSTALLATION OF COMPLETE HEATING.AND VENTILATING,.SYSTEM'TO OPERATE ACCORDING TO ' BEST PRACTIC0 OF THE TRADE, ALL WORK, MATERIALS, ETC., TO COMPLY WTH ALL REQUIREMENTS OF LEGAL1,.Y CONSTITUTED AUTHORITIES HAVING JURISDICTION INCLUDING., ALL. COUNTY AND STATE ORDINANCES. 1.02 HEATING PLANS AND CALCULATIONS SHALL BE DRAWN AND-SU8MITTED.BY--THE H.EATING CONTRACTOR' TO lK BUILDING DEPARTMENT FOR APPROVAL., 1,.03 . EQUIPMENT INSTALLATION SEE ENERGY CALCULATIONS FOR MAKE AND MODEL LOCATION,PER PLAN. ALL EQUIPMENT INSTALLATION* AS PER MANUFACTURERS SPECIFICATIONS. SECT100"'N 16000 ELECTRICAL, 1.0 1 SCOPE A. SUPPLY ALL LABOR, TRANSPORTATION, MATERIALS. ETC., FOR INSTALLATION OF COMPLETE ELECTRICAL SYSTEM TO OPERATE ACCORDING'TO THE BEST PRACTICES OF THE TRADE AND INCLUDING BUT NOTLIMITEO T04 FIXTURES, APPLIANCES� WRING, SWITCHES, RECEPTACLES, TELEVISION JACKS, S�R\ACE GROUNDS, TEMPORARY POWER, JUNCTION BOXES, CONDUIT, SUB -PANELS, ETC. ALL WORK, MATERIALS, ETC-., TO COMPLY WITH ALL REQUIREMENTS OF ALL LEGALLY' CONSTITUTED AUTHORITIES HAMNG JURISDICTION INCLUDING ALL COUNTY AND.STATE ORDINANCES. B. ALL ELECTRICAL, SHALL COMPLY WITH TITLE 24. 1.02 ELECTRICAL PLANS SHALL BE DRAWN AND SUBMITTED BY THE ELECTRICAL CONTRACTOR TO THE BUILDING - DEPARTMENT FOR APPROVAL PLANS SHALL BE APPROVED PRIOR TO INSTALLATION. 1.03' 1 HOUSE SERVICE A. SIZE PER. REQUIREMENTS. DWELLINGS UNDER 2500 SQ. FT. 150 AMP MIN. DWELLINGS UP TO 4000 SO. FT. 200 AMP MIN. DWELLINGS'OVER 4000 SO. FE 400 AMP MIN. B. PROVIDE A UFER GROUND BAR AT EACH SERVICE PANEL. C. FEEDER CONDUITS SHALL B� CONCRETE ENCASED PER'UTILITY COMPANY REQUIREMENTS. D. VERIFY AND. LOCATE ALL OUTLETS PRIOR - TO DRYWALL, UNLESS. OTHERWISE NOTED. LOCATE ALL OUTLETS 12" FROM FINISH FLOOR AN.D ALL SN'TCHES AT 36" -FROM FINISH FLOOR. OUTLETS AND SW'TCH-ES IN. KITCHENS AND BATHS SHALL BE INSTALLED ABOVE WORK TOP UNLESS �'OTHERWSE NOTED ON PLANS. 1.04 COLORS AND DESIGN A, SWITCH PLATES, COVERS, ETC.: AS SELECTED. 8. FIXTURES: AS SELECTED. 1.05 MATERIALS A , SWITCHE& SILENT TYPE. B. INTERIOR OUTLETS: DUPLEX TYPE; BATH AREA; POWDER.ROOMS, LAUNDRYS, GARAGES AND WTHIN 6'-0" OF THE KITCHEN SINK SHALL BE GROUD FUALT JNTERRUPTER TYPE. C� EXTERIOR OUTLETS: GROUND FAULT INTERRUPTER. AND WATERPROOF. D, OUTLETS AND PULL BOXES: GALVANIZED OR SHEAR-ADIZED. E. PANEL BOXES: CIRCUIT BREAKER TYPE, RECESSED FLUSH MOUNTED, GALVANIZED AND PRIME COATED NTH LATEX. PROVIDE TYPE WRITTEN'CARD IDENTIFYING CIRCUITS. ,fC.TRICAL WIRING 11HALL BE COPPER NO ALUMINUM WRING IS ALLOWED UNLESS G... CESSED LIGHTS A INSULATED COUNG SHALL BE U.L USTED FOR DIRECT CONTACT WITH INSULATION. (I.C.T. FIXTURES). 1.06 HYDROMASSAGE BATHTUBS A HYDROMASSAGE BATHTUB IS A PERMANENTLY INSTALLED BATHTUB EQUIPPED NTH A RECIRCULATING PIPtNG SYSTEM, PUMP AND ASSOCIATED EQUIPMENT AND DESIGNED *SO IT CAN ACCEPT, CIRCULATE AND DISCHARGE WATER UPON EACH. USE. A , , HYDROMASSAGE BATHTUBS,AND T14EIR ASSOCIATED EL��CTRICAL COMPONENTS ARE SUPPLIED BY A CIRCUIT PROTECTED BY A GFIC DEVICE. (SECTION. 680-70 N.E.C,) ACCESS PROVIDED TO THE EQUIPMENT. C. LIGHTING FIXTURES, SIMTCHES, RECEPTACLES AND OTHER ELECTRICAL EQUIPMENT LOCATED IN THE SAME RON, AND NOT ' DIRECTLY ASSOCIATED NTH A HYDROMASSAGE BATH -TUB, SHA[l BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF N.E.C. CHAPTERS 1 THROUGH. 4 COVERING'THE INSTALLATIONS OF THAT EQUIPMENT IN THE BATHROOMS. (SECTION 680-71 N.E.C.) 1. GROU ND -FAULT CIRCUIT INTERRUPTER PROTECTION IS -REQUIRED ON BATHROOM, KITCHElt,"IIIFARAGE, AND EXTERIOR RECEPTACLES. (SECTION 210 8 (A) (l) N.E.C.) 2. NO RECEPTACLE CONTROLLED BY A WALL SVATCH IS ALLOWED IN A BATHROOM IN LIEU OF THE LIGHTING OUTLET. (SECTION 210-70 (A), EXCEPTION I N.E.C.) 3. PENDANT LIGHT FIXTURES - NO PARTS OF CORD -CONNECTED FIXTURES, HANGING FIXTURES OR PENDANTS SHALL BE LOCATED WITHIN A ZONE MEASURED 3 FEET HORIZONTALLY AND 8 FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM. THIS ZONE IS ALL- ENCOMPASSING AND INCLUDES THE DIRECTLY OVE THE TUB. (SECTION 410-4 (D) N.E.C.) NOTE: THERE IS 0 SPECIFIC DISTANCE REQUIRED FOR THE LOCATION OF RECEPTACLES SWITCHES OR BOTH ADJACENT TO SHOWERS OR BATHTUBS. 0. HYDRO SYSTEMS, INC. MODEL - RILEY, I.A.M.P.O. LISTING UNDER FILE NUBBER 2464 'DATED 2/2000. PROVIDE'110 VOLT 20 AMP. G.F.C.I. PROTECTED ELF-CTRICAL CIRCUIT. REVIEW INSTALLATION INSTRUCTfONS. (SECTION 1.10-3 (8) N-.E.C.) Smoke Detectors 1. Power Source: In new construction, required smoke detectors sholl recive their primary powier from the building wiring when such wiring is served from o commercial source and shall be equipped with o battery backup. The detector shall emit o signol when the batteries are low. Wiring sholl be permanent and without a disconnecting switch other then those required for overcurrent protectiom 2. Locotion within dw u elling 'nits. In dwelling units, a detector sholl be installed in eoch sleeping. room ond.ot a point central.ly locoted in the corridor or orea giving ac.cm to eoch seporate sleeping oreo. When the dwelling unit has more then one story ond in dwellings with basements, a detector sbcdl be installed on each story and in the basement. In dwelling -units. where a story or, bosement is split into two or more levels, the smoke -detector shali be -install6d on the upper level.. except thot when the lower level cointains o sleeping area, a detector shall be instolled on eoch level. When sleeping rooms are on an upper level, the detector sholl t>e placed ot the ceiling of the upper level in close pro)dmity to the stairway. In dwelling units where the ceiling height of a room open to the hallway §erving the bedrooms exceeds that of the hallwdy by 24 inches or more, smoke detectors sholl be installed in -the hclfway and in the adjacent room. Detectors shall sound on atorm audible in all -sleeping areas of the dwelling unit in which they are loca.ted. 3. Location in efficiency dwelling units, oongregote residentes and hotels. In efficiency dw*c4ling units hotel suites ond im hotel and congregote residence sleeping rodrhs, detectors shall be located on the ceiling or wolf of the moin room or each sleeping room. Men sleeping rooms within an 0ficiency. dwelling unit or hotel suite are on on upper levek the detector shall be placed at the ceiling of the Upper level in close proximity to, the stoirway. Wben actuated, the detector sholl sound on clorm audible within the sleeping orea -of the dwelling unit, or cohgregot i eoce hotel suite or seeping ,e resid room'6 which it is located. NEW SINGLE FAMILY RESIDENCE �f 1240 W. RAYMAR ST. Santa Ana, California lh ld DESIGNER: HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CALIFORNIA 92675 TEL: 949.322.7922 FAX: 949.488.8940 xf-ret-1 PROPERTY OWNER: TRUCOR, INC c/o: STEPHANY HALES 23052-H, ALICIA PKWY., #611 MISSION VIEJO, CA 92692 TEL: 949.378.2100 0 PROJECT ADDRESS: 1248 W. RAYMAR STREET ZONE: R-1 ASSESSORS PARCEL NO; 010-282-001 LEGAL DESCRIPTION: TRACK 1470, BLOCK 282, LOT I LOT SIZE 6826 SQ. FT. BUILDING SIZE FLOOR AREA 1352 SQ. FT, GARAGE AREA 460 SQ.FT. PORCH AREA 48 SQ, FT. TOTAL 1860 SUFT. SITE COVERAGE 27% SUBMITTAL SET REVISION PLANNING SUBMITTAL PLAN CHECK SUBMITTAL NO. 1 PLAN CHECK RE -SUBMITTAL NO. 2 DATE 11 JUL 2002 26 AUG 2002 GENERAL NOTE SCALE: JOB NO: 30135 DATE: 08.08.02 DRAWN BY: S.H. GN�3 * PROVIDE PLANTER BED AT ALL SHRUB AREAS AND 2 INCH MULCH. * ESPALIERED SHRUBS, FRUIT TREES, OR OTHER ORNAMENTAL TREES MAY BE SUBSTITUTED FOR THE FLOWERING VINES. * A POP—UP SPRINKLER TYPE IRRIGATION SYSTEM SHALL BE PROVIDED FOR ALL YARDS FOR EACH RESIDENTIAL UNIT. THE USE OF "XERIPHYTIC" OR DRY CLIMATE TYPE PLANT MATERIALS IS ENCOURAGED. IRRIGATION SYSTEMS MAY REQUIRE SPECIAL FITTINGS TO PROPERLY WATER DRY CLIMATE PLANTINGS. LANDSCAPE CONTRACTOR TO VERIFY. * ALL METERS SHALL BE APPROPRIATELY SCREENED FROM PUBLIC VIEW WITH TRELLIS WORK AND VINES OR A HEDGE TYPE SHRUB OR THEY SHALL BE INCORPORATED INTO THE RESIDENTIAL STRUCTURE. ANY ENCLOSED STRUCTURE FOR UTILITIES MUST NOT ENCROACH INTO ANY REQUIRED SETBACK. * ALL PLANT MATERIAL SHALL BE MAINTAINED PER SECTION 41-609 OF THE CITY OF SANTA ANA DESIGN AND DEVELOPMENT STANDARDS (MAY 1984). * REFER TO SHEET A01 FOR SITE PLAN DIMENSIONS. INDICATES LANDSCAPE 1 PLAN NOTES SEE NUMBERS BELOW 1. PROVIDE (1) 24" BOX AVOCADO TREE 2. PROVIDE (1) 24" BOX STENCARPUS SINATUS TREE. TO BE DOUBLE STAKED. 3. SHRUBS — PROVIDE (3) FIVE —GALLON SIZE INDIAN HAWTHORNE (PINK OR WHITE) TO CONTRAST WITH BUILDING COVER Q S-0" APART AND (5) ONE —GALLON SIZE HERBACEOUS PERENNIALS/SHRUBS AS FOUNDATION PLANTING. 4. REDWOOD FENCE — HEIGHT TO BE 6'-0". 5. TURF SHALL BE DROUGHT TOLERANT VARIETY AND PLANTED AS SOD OR HYDROSEED. 6. TURF OR GROUND COVER. GROUND COVER SHALL BE WELL --ROOTED CUTTINGS FROM FLATS AND PLANTED AT APPROPRIATE SPACING FOR THAT PARTICULAR PLANT MATERIAL. 7. FLOWERING VINES SHALL BE SECURED TO WOOD FENCE MATERIAL. tHE VINES SHALL BE FIVE —GALLON SIZE AND BE PLANTED AT TWENTY—FOUR FOOT INTERVALS. THEY SHALL BE SECURED TO THE WALLS WITH EYE HOOKS AND WIRE. EXISTING PUBLIC WALK NEW SINGLE FAMILY RESIDENCE 3 1240 W. RAYMAR ST. Santa. Ana, California DESIGNER. HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN GAPISTRANO, CALIFORNIA 92675 TEL: 949.3227922 FAX: 949.488.8940 PROPERTY OWNER: TRUCOR, INC c/o: STEPHANY HALES 23052-H, ALICIA PKWY., #611 MISSION VIEJO, CA 92692 TEL: 949.378.2100 u] PROJECTADDRESS: 124111 W. RAYMAR STREET ZONE: R-1 ASSESSORS PARCEL NO: 010-282-001 LEGAL DESCRIPTION: TRACK 1470, BLOCK 282, LOT 1 LOT SIZE 6826 SQ.FT. BUILDING SIZE FLOOR AREA 1456 SQ.FT, GARAGE AREA 460 SQ.FT. PORCH AREA 66 SQ.FT. TOTAL 1982 SQ.FT. SITE COVERAGE 29% SUBMITTAL SET REVISION DATE PLANNING SUBMITTAL 11 JUL 2002 PLAN CHECK SUBMITTAL NO. 1 26 AUG 2002 PLAN CHECK RE -SUBMITTAL NO. 2 8 OCT 2002 SCALE: JOB NO: 30135 DATE: 10.07.02 DRAWN BY: S.H. 901 SCALE:LANDSCAPE PLAN NEW SINGLE FAMILY RESIDENCE 1241D W. RAYMAR ST. Santa Ana, California h, d, DESIGNER: HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CALIFORNIA 92675 TEL 949.322,7922 FAX: 949.488.8940 PROPERTY OWNER: TRUCOR, INC do: STEPHANY HALES 23052-H, ALICIA PKWY., #611 MISSION VIEJO, CA 92692 TEL: 949.378.2100 PROJECT ADDRESS: 1241 W. RAYMAR STREET ZONE: R-1 ASSESSORS PARCEL NO: 010-282-001 LEGAL DESCRIPTION: TRACK 1470, BLOCK 282, LOT 1 LOT SIZE 6826 SQ.FT. BUILDING SIZE FLOOR AREA 1456 SQ.FT. GARAGE AREA 460 SQ.FT. PORCH AREA 66 SQ.FT, TOTAL 1982 SQ.FT. SITE COVERAGE 29% SUBMITTAL SET REVISION DATE PLANNING SUBMITTAL 11 JUL 2002 PLAN CHECK SUBMITTAL NO. 1 26 AUG 2002 PLAN CHECK RE -SUBMITTAL NO. 2 8 OCT 2002 SCALE: JOB NO: 30135 DATE: 10.07.02 DRAWN BY: S.H. MANDATORY MEASURES CHECKLIST: SIDE+ NTIAL (Page 1 of 2) F-IR MANDATORY MEASURES The following items represent the MANDATOR' REQUIREMENTS for ALL T /-%117 "TnT+ "T nTT`fi-MTrVT A T 1 ..­4 _11, ,11 rir+e%ry r%" +1kAm *%lomi ct - ** SUMMARY SHEET ** Fro`ect: Trucor, Inc. -- Santa Ana CA, Zone: 8 New Custom Residence Wall Insulation: R-13 Ceiling insulation: R-36 Radiant Foil Barrier: Not Required Raised Floor Insulation: NIA Slab Edge Insulation: None Glazing Type: All glass is DUAL PANE. (See Notes) Hard Surface Flooring: None Required Minimum Furnace AFUE: 63% AFUE (Wall Furnnce) Minimum Heating Capacity: 31,297 BTUH Minimum A/C SEER: No A/C A/C Tonnage: No A/C Duct Insulation: No Ducts Note(s): 1) All windows can have metal frames with dual pane clear glass and default values. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R Project Title.......... Trucor Inc. - Custom Home Date®®11/27/02 12:02:26 Project Address........ 1240 W. Raymar Street ******* Santa Ana,CA (Job#30135)*v6.01* Documentation Author... Janet E. Ochs ******* Rick Maurer Title 24, Inc. 7544 E Saddlehill Trail Orange, CA 92869 714-771-1507 08 Climate Zone........... Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc® MICROPAS6 v6.01 File-TRUCOR2 Wth-CTZ08S92 Program -FORM CF-lR. User#-MP0357 User -Rick Maurer Title 24, Inc Run -New Custom Residence Component Type Roof Door S1abEdge SlabEdge GENERAL INFORMATION Conditioned Floor Area..... 1456 sf Building Type.....*®....... Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage..,...... 15.7 % of floor area Average Glazing U-factor... 0.87 Btu/hx--sf-F Average Glazing SHGC....... 0.7 Average Ceiling Height..... 8 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type R-value R-value R-value U-fa.ctor Location/Comments Wood R-13 R-n/a R-13 0.088 Front Wall, Gar. Wall Left Wall, Back Wall Right Wall Wood R-30 R-n/a R-30 0.036 Vented Attic Wood R-0 R-n/a R-0 0.330 Front Door Garage Door None R-0 R-0 F2=0.760 To Outside None R-0 R-0 F2=0.510 To Garage FENESTRATION Orientation Window Front (N) Window Left (E) Window Left (E) Window Left (E) Door Back (S) Window Back (S) Window Back (S) Window Back (S) Window Right (W) Window Right (W) Window Right (W) 7T1 / VA1.UELINE Area U- Interior (sf) Factor SHGC Shading 24.0 0.870 0.700 Standard 20.0 0.870 0.700 Standard 20.0 0.870 0.700 Standard 20.0 0.870 0.700 Standard 40.0 0.850 0.700 Standard 7.0 0.870 0.700 Standard 6.0 0.870 0.700 Standard 24.0 0.870 0.700 Standard 24.0 0.870 0.700 Standard 20.0 0.870 0.700 Standard 24.0 0.870 0.700 Standard SLAB SURFACES Area Slab Type (sf) Standard Slab 1456 HVAC SYSTEMS Exterior Shading Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Over- hang/ Fins Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R-value Leakage D Type Furnace 0.630 AFUE n/a None R-n/a n/a n/a NoSetback NoCooling 10.00 SEER No None R-n/a n/a n/a NoSetback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R-value Storage Gas Standard 1 .60 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building does not have a cooling system installed. REMARKS 1) All windows can have metal frames with dual pane clear glass and default values. Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures. * §150(a): Minimum R-19 ceiling insulation. VEAZIFY MWA. iiN G1F-1%Z § 150(b): Loose fill insulation manufacturer's labeled R-Value. * § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-Factor in metal frame walls does not apEly to exterior mass walls), y lZi Y M41, ®tA * §150(d): Minimum R-13 raised floor insulation in framed floors-VFMIFY t` IN - ®0 C..F-1a § 150(1) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no RF-Q F�� greater than 2.0 erm/inch. § 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. POT 10. § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door At b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: § 110-§ 113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. § 150(i): Setback thermostat on all applicable heating and/or cooling systems. § 1500): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/extemal insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55° F insulated_( IBZE I" T) RF-F SR. 5UC" %O N 6. Piping insulated between heating source and indirect hot water tank. LINE MIN. R`3 1 S. * § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601, 603, 604, and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have either autorrlatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause de radation of the material. § 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. § 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. Exception: Non -electrical cooking a2pliances with pilot < 150 Btu/hr § 118 (f): Cool Roof material meet specified criteria Lighting Measures: § 150(k) l .: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control 2anel at an entrance to the kitchen. § I50(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in §I50(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cover) 11 apgroved. Compliance Forms August 2001 P Ali tamQ�a�, TQUcca,.) oC. fZHf=-SM ANER. HEAIF-P GVS'iCjM l+d`U�� wtLLtbtV15 GU, HEA.T'tt,4G Equip SAr4TA A3JA, GA . it Mo"T#=R,,EY" v11ALL FUINACE AFUE .(MIM) 51"U.._auTPUT GF'M TXV G0V4Vf..t4S,1.W6, 5El=.91 (M 11e1.) TvN�✓ BTU . a 9so -- TWO. -' 117, GOO r: A, . wo A/C 1�JATl rl--►al A-ratz I Hiva'iU.w 0TUH -10-tVT -70 %¢.. T104u..W0An �. �11G,1-3T gE"(3p,cl�. 'D-3>✓�r��TAPt" Na`t" ..zE.rv12>=p (A) Before the building maybe occupied, Installation Certiticates (tx-ox) for manuracturea devices and equipment regulated by the Appliance Standards or Part 6 shall be posted adjacent to the building permit(s). Certificate shall: 1. Identify features required to verify compliance with the Appliance Standards and Part 6; 2. Include the statement indicating that the installed devices conform to the Appliance Standards and Part 6 and the requirements for such devices given in the plans and specifications approved by the local enforcement agency; 3. State the number of the building permit under which the construction or installation was performed. Sec. 10-103 (a) (3) (B) The builder shall provide the building owner, manager, and the original occupants the appropriate Certificate(s) of Compliance (CF-1R), Mandatory Measures (MF-IR), Installation Certificate (CF-6R), Insulation Certificate (IC-1), and a manual which list the features, materials, components, and mechanical devices installed in the building, and instructions on how to maintain and use them efficiently. Sec. I0-103 (b) (1)(2) (C) After installing wall, ceiling, or floor insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer stating that the installation is consistent with the plans and the requirements of Section 10-103 (a) (2) (A) and conforms with the requirements of Part 6. The Insulation Certificate (IC-1) shall also state the manufacturer's name and material identification and the installed R-value. Sec. 10-103 (a) (4) (D) Manufactured fenestration products shall be certified for overall U-factors and overall SHGC as rated by the National Fenestration Rating Council's NFRC 200: 1. Have a clearly visible temporary label, not to be removed before inspection by the enforcement agency, listing the certified U-factors, solar heat gain coefficient (SHGC) of the product and the method used to derive those values. Also, the label should indicate compliance with air infiltration requirements of Section 116 (a)1. 2. Have a permanent label meeting the requirements of Section 10-111 (a) (2). Sec. 116 (a) (E) Field fabricated skylights and windows, and exterior doors, shall be caulked between the fenestration product and the building, and shall be weather-stripped. EXCEPTION: Unframed glass doors and fire doors. Sec. 116 (b) (F) Joints and other openings in the building envelope that are potential sources of air leakage shall be caulked, gasketed, weather-stripped, or otherwise sealed to limit infiltration and exfiltration. Sec. 117 (G) All insulating material shall be installed in compliance with the flamespread rating smoke density requirements of Section 707 of the UBC. Sec. 118 (c) (H) Heat pumps with supplementary electric resistance heaters shall have controls: 1. That prevent supplementary heater operation when the heating load can be met by the heat pump alone; and 2. In which the cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating. Sec. 112 (b) (I) Masonry or factory -built fireplaces shall have the following: 1. Closeable metal or glass doors covering the entire opening of the firebox. 2. A combustion air intake to draw air from the outside of the building directly into the firebox, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight fitting damper or combustion air control device. EXCEPTION: Not required if fireplace is installed over a concrete slab and will not 1 located on an exterior wall. 3. A flue damper with a readily accessible control. EXCEPTION: When a gas log, log lighter, or decorative gas appliance is installed in fireplace, the flue damper shall be blocked open if required by the manufacturer's installation instructions or the State Mechanical Code. 4. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Sec.150(e) (J) All heating and/or cooling systems other than wood stoves shall have an automatic thermostat with a clock mechanism or other setback mechanism that shuts the system off during periods of non-use and that allows the building occupant to automatically set bael the thermostat set points for at least 2 periods within 24 hours. Sec. 150 (i) (K) The air handling duct system shall be constructed, installed, sealed and insulated as provided in Chapter 6 of the Uniform Mechanical Code. (Must be insulated to a minimu installed level of R-4.2 or be in conditioned space) Sec. 150 (m) (L) All fan systems exhausting air from the building to the outside shall be provided with backdraft or automatic dampers to prevent air leakage. Sec. 150 (m) 7 (M) Storage gas water heaters with an energy factor <0.58 shall be externally wrapped with insulation having installed thermal resistance of R-12 or greater. Sec. 150 (j) IA � F, • k`E � r% �» x t � v } Unfired hot water tanks, such as storage tanks ana Dacxup stordgu taim b iv, �viax wa«:i heating systems, shall be externally wrapped with insulation having an installed thermal eesistanee of R-12 or greater or have internal insulation of at least R-16 and a label on the exterior of the tank showing the insulation R-value. Sec. 150 (j) 1B ►) Duct system openings shall be sealed with mastic, tape, aerosol sealant, or other duct closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B including collars, connections and splices. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Sec. 150 (m) Building cavities shall not be used for conveying conditioned air. The return air plenum must be fully ducted from the equipment to the conditioned space. Sec. 150 (m) )} Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. Sec. 150 (m) ;} Piping, buried or unburied, for recirculating sections of domestic hot water systems, piping from the heating source to the storage tank for an indirect -fired domestic water heating system, cooling system piping below 55' F, and the first five feet of hot and cold water pipes from the storage tank for non -recirculating systems shall be thermally insulated in accordance with Table No. I-T. Sec. 1 S0(m) �} Lamps used in luminaries for general lighting in kitchens and bathrooms shall have efficacy of not less than 40 lumens per watt. (Fluorescent type lighting will meet this requirement). Sec. I50(k) ') In climate zones 14 and 16 a vapor barrier shall be installed on the conditioned space side of all insulation in all exterior walls, unvented attics, and invented crawl spaces to protect insulation from condensation. Sec. 150 (g) J) Any new low-rise residential building shall meet the following minimum requirements: 1. Ceiling Insulation. The opaque portions of ceilings separating conditioned spaces from unconditioned spaces or ambient air shall meet the requirements of either a. or b. below: a. Ceilings shall be insulated between framing members with insulation resulting in an installed thermal resistance of R-19 or greater for the insulation alone. ALTERNATIVE to Section 150 (a) I : Insulation which is not penetrated by framing members may meet an R-value equivalent to installing R-19 insulation between framing members and accounting for the thermal effects of framing members. b. The weighted average U-value of ceilings shall not exceed the U-value that would result from installing R-19 insulation between framing members in the entire ceiling and accounting for the effects of framing members. (.051 Max.) 2. Loose Fill Insulation. When loose fill insulation is installed, the minimum installed weight per square foot shall conform with the insulation manufacturer's installed design weight per square foot at the manufacturer's labeled R-value. 3. Wall Insulation. The opaque portions of frame walls separating conditioned spaces from unconditioned spaces or ambient air shall meet the requirements of either a. or b. below: a. Framed walls shall be insulated between framing members with insulation having an installed thermal resistance of R-13 or greater. Framed foundation walls of heated basements or heated crawl spaces shall be insulated above the outside ground line with insulation having an installed thermal resistance of at least R-13. ALTERNATIVE to Section 150 (c) 1: Insulation which is not penetrated by framing m embers may meet an R-value equivalent to installing R-13 insulation between framing members and accounting for the thermal effects of framing members. b. The weighted average U-value of walls shall not exceed the U-value that would result from installing R-13 insulation between framing members in the entire wall and accounting for the effects of framing members. (.088 Max.) 4. Raised Floor Insulation. Raised floors separating conditioned spaces from unconditioned spaces or ambient air shall meet the requirements of either a. or b. below: a. Floors shall be insulated between framing members with insulation having an installed thermal resistance of R-13 or greater. b. The weighted average U-value of floor assemblies shall not exceed the U-value that would result from installing R-13 insulation between framing members and accounting for the effects of framing members. (.064 Max.) Sec. 150 (a)-(d) (V) Systems, equipment, and building components listed below may be installed only if 1. The manufacturer has certified that the system, equipment, or building component complies with the applicable manufacture provisions of Sections 1 l I through 119; and 2. The system, equipment, or building component complies with the applicable installation provisions of Sections 1 I 1 through 119. Covered are: a. Appliances regulated by the Appliance Efficiency Regulations (Sec. I I I). b, Space conditioning equipment (Sec, 112). c. Pool and spa heating systems and equipment (Sec. 114). d. Gas appliances (Sec. 115). e. Insulation (sec. 118). COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title-24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Pacific Maintenance Name.... Janet E. Ochs Company. and Repair Company. Rick Maurer Title 24, Inc. Address. 2109 S. Wright Street, #F Address. 7544 E Saddlehill Trail Santa Ana, C 92705 Orange, CA 92869 Phone... (714) 231- Phone... 714-7 1-1507 License. Signed.. /,*- 27- Ir-Signed.. All J date ate ENFORCEMENT AGENCY Name. ' 1 C,, �- yrLP, �- Title... /"EYZ. Agency .. G 7L z -i ki Phone... - 1 „ED1 Signed.. /1h L da e Sheets