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Approved plan set R-2016-500' 4' 8' Site 1 /8" = V-0" 16' 32' 7559 Barnhart PI 4 BARN HART _ _ - - - PL TRACT MAP 0FFIC€ OF C 0 U N T Y A S S E S S 0 R - S A N T A C L A R A C0UNTY, CALIX0RNIA Q BOOK PAGE cr 366 16 TRACT NO. 2888 I 17 TRACT NO. 2592 w�z NORMANDY HILLS UNIT NO. 2 NORMANDY HILLS UNIT NO. 1 0r5 131-M-40 115-M-2 a� - WATERFORD - - - - - - - -��-_` f 76M 7BO 7W2 7594 75M 75M 7S71 75M 7560 7554 _ 75M 7542 75.A@ 73M'DR.-_ 1166 65.60 EO 60 s0 60 80 60 60 60 60 60 60 60 1121 - 1 3," 7516 - 8 7$05 7so I 3'� 1 m !i 23 1 3Q 35 ;g �f + 3 4 i5 6 i 7 8 i 9 � 1M i 11 + 1-2 gi 13 4i 14 1. 6 M° 17 �� a 591 +'I 50 59 58 57 56 55 54 53 52 51 ; 50 49 48 47 = z a g - ' 665s 61 6 i 60 ... i Sam y 639.10 46 45 44 g� 1 I ° #' 42 a 13 12 ; 11 ; 10 _azea_' _61 + 70-_ w �$ 49 $! 48 8; 47 46 5.054 AC. 41 I i 43 - 1 3y,97 55.33 ° 60 m` C I T Y O F C U P E R T I N 0 _ 20 19 'i 18 „yU 1"D 1,@@ r ASTER CT. 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GARAGE = 393.44 SQ.FT. LEVEL 1 = 2466.92 SQ.FT. TOTAL COVERAGE AREA = 3250.8 SQ.FT. MAX COVERED AREA ALLOWABLE= 7176 SQ.FT./2 = 3588 SQ.FT. 4 Area Calculation - Lot Coverage n Area Calculation - Level 2 Area Calculation Level 1 1/16" = V-0" 1/16" = V-0" 1/16" = V-0" SCOPE OF WORK 1. DEMOLISH (D) UTILITY CL. 2. CONSTRUCT APPX. 347.2 SQ.FT. OF ADDITION IN (E) ATTIC SPACE (MAKE AREA LIVABLE) 3. ADD EGRESS GLASS SLIDING DOOR WITH TEMPERED GLASS IN ATTIC SPACE 4. ADD FULL BATHROOM IN (N) BEDROOM ADDITION 5. ADD 4 (N) SKYLIGHTS IN ATTIC SPACE 6. ADD STAIR CASE IN (E) LAUNDRY ROOM 7. DEMOLISH (D) (E) COAT CL. AT FOYER AND HALLWAY 8. MAKE ROOM FOR WASHER / DRYER UNDER STAIR CASE AND ADD VENTILATION FOR FRONT LOADING MACHINES. 9. ADD (N) STORAGE (CL.) UNDER STAIR CASE. 10. REPLACE (E) TANK WATER HEATER WITH TANKLESS W.H. 11. CONSTRUCT (N) COVERAGE FOR FRON PORCH. AREA: 31.5 SQ.FT. DRAWING INDEX ARCHITECTURAL STRUCTURAL AO - COVERSHEET SO STRUCTURAL GENERAL NOTES Al ROOF PLAN (EXISTING) S1 TYPICAL STRUCTURAL SCHEDULES A1B ROOF PLAN (PROPOSED) S1.1 TYPICAL STRUCTURAL DETAILS A2 FLOOR PLAN (EXISTING) S2 FOUNDATION PLAN A26 FLOOR PLAN (PROPOSED) S3 LOWER CEILING LOFT FRAMING PLAN A3 ELEVATIONS (EXISTING) S4 UPPER CEILING LOFT FRAMING PLAN A36 ELEVATIONS (PROPOSED) S5 ROOF FRAMING PLAN A4 SECTIONS (PROPOSED) S6 FOUNDATION AND FRAMING DETAILS A5 ELECTIRCAL TITLE 24 T24 .1 T24. 2 LEGAL INFORMATION PARCEL NUMBER: ZONING: LAND USE CODE: DESCRIPTION: 366-16-076 R1-6 Residential Low Density (1-5 DU/AC) SINGLE FAMILY RESIDENTIAL HOME APPLICABLE CODES 2013: California Residential Code 2013 Edition California Green Code 2013 Edition California Energy Code 2013 Edition CBC, CFC, CPC, CMC, CEC, PROJECT INFORMATION LOT SIZE: 7,176 SQ.FT. LEVEL 1 (2466.92) + GARAGE (393.44): TOTAL (E) BUILT AREA: 2860.36 SQ.FT. PROPOSED ADDITION: 347.2 SQ.FT. TOTAL LOT COVERAGE: LEVEL 1 LIVABLE AREA (2466.92) + GARAGE (393.44) + PORCH (35.59) ROOF OVERHANG (359)= 3254.94 SQ.FT. MAXIMUM LOT COVERAGE ALLOWED: 7176/2= 3588 SQ.FT. TOTAL PROPOSED BUILT AREA: 2860.36+ 347.2 = 3207.56 SQ FT *ADDITIONAL 20 SQ.FT. ALLOTMENT FOR NONCONFORMING GARAGE: 3207.56 + 20 = 3227.56 SQ. FT. MAXIMUM BUILDABLE AREA: 3229.2 SQ.FT. FAR (E) : 0.3986 FAR (P) : 0.4470 FAR (WITH CONFORMING GARAGE FAR ADDED): 0.4497 Safaei Design Group www. safaeidesign.com t: +1 (415) 96 SALAR Owner: Sharad Kukreti Address: 7559 Barnhart PI Cupertino, CA 95014 Phone: (650) 534 - 4479 e-mail: kukreti.sharad@gmail.com Designer Safaei Design Group 127 Kelton Ave. San Carlos, CA 94070 Phone: (415) 967 - 2527 e-mail: salar@safaeidesign.com Title 24: ATA Engineering 1202 Main St, Redwood City, CA 94063 Phone: (650) 363-2338 e-mail: ataengineering@sbcglobal.net Structural: Rah man & Associates Inc. 1870 Hamilton Ave. San Jose, CA 95125 Phone: (408) 377-4000 e-mail: mrahmani@rahmanidesign.com SIGNATURES PROJECT ADDRESS 7559 BARNHART PL. CUPERTINO CA 95014 No. Description Date Mr. Ku kreti 7559 Barnhart PI CoverSheet Project number 01301 Date Issue Date Drawn by Author Checked by Checker AO Scale As indicated Safaei Design Group www. safaeidesign.com t: +1 (415) 96 SALAR Owner: Sharad Kukreti Address: 7559 Barnhart PI Cupertino, CA 95014 Phone : (650) 534 - 4479 e-mail : kukreti.sharad@gmail.com Designer Safaei Design Group 127 Kelton Ave. San Carlos, CA 94070 Phone: (415) 967 - 2527 e-mail: salar@safaeidesign.com Title 24: ATA Engineering 1202 Main St, Redwood City, CA 94063 Phone: (650) 363-2338 e-mail: ataengineering@sbcglobal.net Rahmani & Associates Inc. 1870 Hamilton Ave. San Jose, CA 95125 Phone: (408) 377-4000 e-mail: mrahmani@rahmanidesign.com SIGNATURES PROJECT ADDRESS 7559 BARNHART PL. CUPERTINO CA 95014 M r. Ku kreti 7559 Barnhart PI. Roof Plan EXISTING Project number 01301 Date Issue Date Drawn by Author Checked by Checker Al Scale 1 /8" = 1'-0" ROOF VENT CALCULATIONS (E) & (P) ATTIC AREA: TO BE VENTILATED 2424.4 SQ.FT. = 16.16 SQ.FT. (MIN VENTILATION REQUIRED) 150 (E) VENTS BETWEEN EVERY OTHER EAVE BLOCKS: 20 (20) X(14.5"X6") => 20X 0.6 = 12 SQ.FT. 4X 3.28= 13.12 SQ.FT. 14.5" 6 0.6 SQ.FT. EACH VENT 4X3.28 SQ.FT. EACH VENT CALIFORNIA MESH COVERED VENTS FOUNDATION VENT CALCULATIONS (E) FOUNDATION AREA: 2466.92 SQ.FT.(MAIN BUILDING) + 393.44 SQ.FT.(GARAGE) = 2860.36 SQ.FT. 2860.36 SQ.FT. = 19.07 SQ.FT. 150 19.07 SQ.FT. = 31.7 MIN 32 FOUNDATION VENTS REQUIRED 0.6 14.5" 6" 0.6 SQ.FT. EACH VENT 13.12+12 =25 .12SQ.FT TOTAL VENTLATION AREA 25.12 > 23.87 HENCE (E) ATTIC VENTS PROVE TO BE SUFFICIENT FOR EXISTING AND PROPOSED ADDITION 24 EXISTING FOUNDATION VENTS 8 (FIVE) NEW VENTS TO BE ADDED MIN 3 FEET FROM EACH CORNER OF THE BUILDING. Roof Plan 1 /8" = V-0" A3.B 2 4 A3. B 0' 4' 8' 16' 32' Safaei Design Group www. safaeidesign.com t: +1 (415) 96 SALAR Owner: Sharad Kukreti Address: 7559 Barnhart PI Cupertino, CA 95014 Phone : (650) 534 - 4479 e-mail : kukreti.sharad@gmail.com Designer Safaei Design Group 127 Kelton Ave. San Carlos, CA 94070 Phone: (415) 967 - 2527 e-mail: salar@safaeidesign.com Title 24: ATA Engineering 1202 Main St, Redwood City, CA 94063 Phone: (650) 363-2338 e-mail: ataengineering@sbcglobal.net Structural:Rahmani & Associates Inc. 1870 Hamilton Ave. San Jose, CA 95125 Phone: (408) 377-4000 e-mail: mrahmani@rahmanidesign.com SIGNATURES PROJECT ADDRESS 7559 BARNHART PL. CUPERTINO CA 95014 No. Description Date Mr. Ku kreti 7559 Barnhart PI Roof Plan PROPOSED Project number 01301 Date Issue Date Drawn by Author Checked by Checker A1.B Scale 1 /8" = 1'-0" i 44' - 9" \' E FIRST FLOOR AREA: 2860.36 SQ.FT.X1\ n n r% A r1r A 1 Ill /A r%1 r A r%r n. ' ' ' n PROJECT INFORMATION LOT SIZE: 7,176 SQ.FT. LEVEL 1 (2466.92) + GARAGE (393.44): TOTAL (E) BUILT AREA: 2860.36 SQ.FT. Area Calculation - L2 n Area Calculation L1 PROPOSED ADDITION: 347.2 SQ.FT. 1 /4" = 1'-0" TOTAL LOT COVERAGE: LEVEL 1 LIVABLE AREA (2466.92) + GARAGE (393.44) + PORCH (35.59) ROOF OVERHANG (359)= 3254.94 SQ.FT. MAXIMUM LOT COVERAGE ALLOWED: 7176/2= 3588 SQ.FT. TOTAL PROPOSED BUILT AREA: 2860.36+ 347.2 = 3207.56 SQ FT *ADDITIONAL 20 SQ.FT. ALLOTMENT FOR NONCONFORMING GARAGE: 3207.56 + 20 = 3227.56 SQ.FT. MAXIMUM BUILDABLE AREA: 3229.2 SQ.FT. FAR (E) : 0.3986 FAR (P) : 0.4470 FAR (WITH CONFORMING GARAGE FAR ADDED): 0.4497 Safaei Design Group www. safaeidesign.com t: +1 (415) 96 SALAR Owner: Sharad Kukreti Address: 7559 Barnhart PI Cupertino, CA 95014 Phone: (650) 534 - 4479 e-mail : kukreti.sharad@gmail.com Designer Safaei Design Group 127 Kelton Ave. San Carlos, CA 94070 Phone: (415) 967 - 2527 e-mail: salar@safaeidesign.com Title 24: ATA Engineering 1202 Main St, Redwood City, CA 94063 Phone: (650) 363-2338 e-mail: ataengineering@sbcglobal.net Structural:Rahmani & Associates Inc. 1870 Hamilton Ave. San Jose, CA 95125 Phone: (408) 377-4000 e-mail: mrahmani@rahmanidesign.com SIGNATURES PROJECT ADDRESS 7559 BARNHART PL. CUPERTINO CA 95014 No. Description Date Mr. Ku kreti 7559 Barnhart PI Area Calcs Project number 01301 Date Issue Date Drawn by Author Checked by Checker A1.0 Scale 1 /4" = 1'-0" 20' - 7" {� Level 1 1 /4" = 1'-0" Safaei Design Group www. safaeidesign.com t: +1 (415) 96 SALAR Owner: Sharad Kukreti Address: 7559 Barnhart PI Cupertino, CA 95014 Phone : (650) 534 - 4479 e-mail : kukreti.sharad@gmail.com Designer Safaei Design Group 127 Kelton Ave. San Carlos, CA 94070 Phone: (415) 967 - 2527 e-mail: salar@safaeidesign.com Title 24: ATA Engineering 1202 Main St, Redwood City, CA 94063 Phone: (650) 363-2338 e-mail: ataengineering@sbcglobal.net Rahmani & Associates Inc. 1870 Hamilton Ave. San Jose, CA 95125 Phone: (408) 377-4000 e-mail: mrahmani@rahmanidesign.com SIGNATURES PROJECT ADDRESS 7559 BARNHART PL. CUPERTINO CA 95014 No. Description Date Mr. Ku kreti 7559 Barnhart PI. Floor Plan EXISTING Project number 01301 Date Issue Date Drawn by SDG Checked by Salar A2 Scale 1/4" = 1'-0" Level 2 /Attic 1/4" = 1'-0" (E) 6' HIG WOOD FENCE Level 1 1 /4" = 1'-0" 20' - 7" Safaei Design Group www. safaeidesign.com t: +1 (415) 96 SALAR Owner: Sharad Kukreti Address: 7559 Barnhart PI Cupertino, CA 95014 Phone: (650) 534 - 4479 e-mail: kukreti.sharad@gmail.com Designer Safaei Design Group 127 Kelton Ave. San Carlos, CA 94070 Phone: (415) 967 - 2527 e-mail: salar@safaeidesign.com Title 24: ATA Engineering 1202 Main St, Redwood City, CA 94063 Phone: (650) 363-2338 e-mail: ataengineering@sbcglobal.net Structural: Rah man & Associates Inc. 1870 Hamilton Ave. San Jose, CA 95125 Phone: (408) 377-4000 e-mail: mrahmani@rahmanidesign.com SIGNATURES PROJECT ADDRESS 7559 BARNHART PL. CUPERTINO CA 95014 No. Description Date Mr. Ku kreti 7559 Barnhart PI Floor Plan PROPOSED Project number 01301 Date Issue Date Drawn by SDG Checked by Salar A2.B Scale 1/4" = 1'-0" East 1 /8" = 1'-0" N � M � N i L0 � (0_ ti CO Q � � N O LO Cl)N � O � 6'-0" °' 6'-0" 6'-0" rn 50 ih 5'-5" Safaei Design Group 91-011 Roof Plan www. safaeidesign.com t: +1 (415) 96 SALAR IN Level 1 NATURAL GRADE 0' - 011 Owner: Sharad Kukreti Address: 7559 Barnhart PI Cupertino, CA 95014 Phone: (650) 534 - 4479 e-mail: kukreti.sharad@gmail.com Designer Safaei Design Group 127 Kelton Ave. San Carlos, CA 94070 Phone: (415) 967 - 2527 e-mail: salar@safaeidesign.com Title 24: ATA Engineering 1202 Main St, Redwood City, CA 94063 Phone: (650) 363-2338 e-mail: ataengineering@sbcglobal.net Structural: Rahmani & Associates Inc. 1870 Hamilton Ave. San Jose, CA 95125 Phone: (408) 377-4000 e-mail: mrahmani@rahmanidesign.com Roof Plan91 -oil SIGNATURES Leven 0'-0" NATURAL GRADE 2 West ` 1 /8" = 1'-0" c Zr North 3 1 /8" = 1'-0" -CD M - -� - N � L() _ (V (D CO rn �th (E) CLASS A PRESIDENTIAL STYLE ASPHALT/COMP. SHINGLE ROOF 0 00101 0 0 3.3 SQ. FT. MESH COVERED ATTIC VENTILATION. 4 TOTAL 3IN FRONT -AND 1 IN REAR � L MENEM MI 01 -1 �...,L GRADE Roof Plan A 9' - off `,,I _ Level 1 0'-0" NATURAL GRADE Roof Plan � 9'-0" 1 Level 01 - �All PROJECT ADDRESS 7559 BARNHART PL. CUPERTINO CA 95014 No. Description Date M r. Ku kreti 7559 Barnhart PI. Elevations EXISTING Project number 01301 Date Issue Date Drawn by SDG Checked by Salar A3 Scale 1 /8" = 1'-0" NOTES: 1. VERIFY ALL WINDOW EGRESSES WITH OWNER AND GENERAL CONTRACTOR PRIOR TO PLACING AN ORDER FOR ALL WINDOWS. 2. IF EGRESS WINDOWS HAVE A DUEL LATCH, THE LATCHES SHALL BE INTERCONNECTED AND THE LATCHES UNLOCKED BY A SINGLE MOTION FROM THE LOWEST OPENING AND CLOSING DEVICE 3. GLAZING IN SHOWERS OR BATHTUBS ADJACENT WALL OPENINGS WITHIN 60 INCHES ABOVE A STANDING SURFACE AND DRAIN INLET SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. 4. GLAZING LOCATED WITHIN A 24 INCH ARCH ON EITHER SIDE OF SWINGING OR SLIDING DOORS MUST BE TEMPERED. 5. SAFETY GLAZING MATERIAL SHALL BE IN ACCORDANCE WITH 2O13 CALIFORNIA RESIDENTIAL CODE. GLAZING IN FIXED OR OPERABLE PANELS ADJACENTTO A DOOR WHERETHE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24 INCH ARCH OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. 6. WOODEN BACKING (2"X 8" MINIMUM) SHALL BE PROVIDED IN ALL BATHROOM WALLS, AT WATER CLOSETS, SHOWERS AND BATHTUBS LOCATED 34 INCHES FROM THE FLOOR TO THE CENTER OF THE BACKING, SUITABLE FOR THE INSTALLATION OF GRAB BARS. 7. DOOR BUZZER, BELL OR CHIME SHALL BE HARDWIRED AT PRIMARY ENTRANCE. 8. SHOWERS ANDTUB/SHOWER WALLS SHALL BE A SMOOTH, HARD, NONABSORBENT SURFACE (E.G. CERAMIC OR FIBERGLASS) OVER A MOISTURE RESISTANT UNDERLAYMENT (E.G. W.R. GYP.) TO A HEIGHT OF 70 MINIMUM INCHES ABOVE THE DRAIN INLET. 9. SHOWER AND TUB -SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. 10. THE MAXIMUM MIXED WATER SETTING SHALL BE 120 DEGREES FAHRENHEIT. WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED AS SUITABLE FOR MEETING THIS REQUIREMENT. 11. CLEAR WIDTH FOR WATER CLOSET SHALL BE 30 INCHES MINIMUM AND CLEARANCE IN FRONT OF WATER CLOSETS SHALL BE 24 INCHES, MINIMUM. 12. WHERE 4 OR MORE WATER CLOSETS ARE INSTALLED THE BUILDING DRAIN SHALL BE A MINIMUM 4 INCHES IN DIAMETER. 13. MECHANICAL CONTRACTOR MUST VERIFY / CHECK ALL CHASES AND ALL DUCTWORKS ARE IN THEIR CORRECT LOCATIONS IF THERE IS NAY CHANGES NOTIFY THE OWNER AND GENERAL CONTRACTOR PRIORTO FRAMING 14. ALL AIR DUCTS PENETRATING SEPARATION WALL OR CEILING BETWEEN GARAGE AND LIVING AREA SHALL BE 26 G.A. MINIMUM. 15. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MINIMUM OF 3 FEET FROM ANY OPENING INTO THE BUILDING (I.E. DRYERS, BATH AND UTILITY FANS, ETC., MUST BE 3 FEET AWAY FROM DOORS, WINDOWS, OPENING SKYLIGHTS, OR ATTIC VENTS). 16. PROVIDE SMOOTH METAL DUCT FOR DRYER EXHAUST. PROVIDE 4-INCH DIAMETER EXHAUST DUCT WITH BACK DRAFT 17. FUEL BURNING EQUIPMENT SHALL COMPLY WITH 2O13 CALIFORNIA MECHANICAL CODE. CONTRACTOR TO PROVIDE AIR-INTAKE SIZE OPENING ACCORDINGLY. 18. FOR DISHWASHER: MINIMUM AIR GAP FOR BACKFLOW PROTECTION SHALL BE IN ACCORDANCE WITH 2O13 CALIFORNIA PLUMBING CODE 19. THE MINIMUM RECOVERY RATING OF THE WATER HEATER IN ACCORDANCE WITH THE FIRST HOUR RATING LISTED IN 2013 CALIFORNIA PLUMBING CODE. 20. WATER HEATER SEISMIC ANCHORING: STRAPS SHALL BE ATTHE UPPER ONE-THIRD AND LOWER ONE-THIRD OF ITS VERTICAL DIMENSIONS. AT LOWER POINT, MAINTAIN A MINIMUM OF 4 INCHES ABOVE THE CONTROLS WITH THE STRAPPING 21. FIREPLACE VALVES SHALL BE LOCATED OUTSIDE OF THE REQUIRED HEARTH AREA, BUT NOT MORE THAN 48 INCHES AWAY. 22. HEARTHS SHALL BE EXTENDED AT LEAST 16 INCHES IN FRONT AND AT LEAST 8 INCHES BEYOND EACH SIDE OF THE FIREPLACE OPENING. 23. AN ACCESSIBLE FIREPLACE SHUTOFF VALVE (IN ADDITION TO ANY VALVE ON THE APPLIANCE) SHALL BE LOCATED WITHIN 3 FEET OF THE APPLIANCE. 24. INSTALLTWO LAYERS OF GRADE "D" PAPER OVER ALL WOOD BASED SHEATHING. 25. INSTALL WEEP SCREED FOR STUCCO ATTHE FOUNDATION PLATE LINE AT A MINIMUM OF 4 INCHES ABOVE GRADE. 26. PROVIDE 1 "WEATHER STRAP AT PERIMETER OF ACCESS PANEL. 27. ONE -HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE WALL AND CEILINGS. 28. 1 3/8TH"SOLID WOOD SELF -CLOSING TIGHT -FITTING DOOR OR A 20-MINUTE FIRE RATED DOOR. 29. MINIMUM 26 GAGE IN THICKNESS FOR AIR DUCT PASSING THROUGH THE WALL AND NO OPENING INTO THE GARAGE, DOES NOT NEED FIRE DAMPERS. 30. STRUCTURAL MEMBERS SUPPORTING THE HORIZONTAL SHALL BE PROTECTED BY EQUIVALENT FIRE RESISTIVE CONSTRUCTION. 31. WATER BARRIER ALL AROUND RETAINING WALLS (N/A) 32. PLUMBERTO PROVIDE DRAIN PIPE AND CAN -OUT FOR SUMP PUMP TO THE SURFACE THROUGH RETAINING WALL (N/A) 33. DOWN SPOUTS TO BE CONNECTED TO APPROVED DRAIN SYSTEM ORTO GRADE AWAY FROM BUILDING AT A MINIMUM SLOPE OF 2% FOR MINIMUM 5 FEET FROM BUILDING. 34. LANDINGS SHALL NOT BE MORE THAN 7 3/4" LOWER THAN THE FLOOR LEVEL AT DOORS SWINGING AWAY FROM THE LANDING AND NOT MORETHAN 1 INCH AT DOORS SWINGING OVER LANDING.THE MAXIMUM DROPS INDICATE SHALL BE MEASURED FROMTHETOP OF THRESHOLD TO THE LANDING.(N/A) 35. MINIMUM 36 INCHES LENGTH INTHE DIRECTION OFTRAVEL OFTHE LANDING.(N/A) 36. LANDING SHALL HAVE A WIDTH NOT LESSTHAN THE WIDTH OFTHE DOOR OR STAIRWAY.(N/A) 37. STAIRWAYS: 36-INCH-MINIMUM WIDTH, 7 3/4 INCH MAXIMUM RISE, 10 INCH MINIMUM RUN, AND 6 FEET 8 INCHES MINIMUM HEADROOM.(N/A) 38. LANDINGS SAME AS STAIRWAY WIDTH.(N/A) 39. HANDRAILS: NOT REQUIRED LESSTHAN 4 RISERS, PLACED BETWEEN 34 AND 38 INCHES HIGH, MINIMUM OF 12 INCH EXTENSION ATTOP AND BOTTOM RISER, RETURNED ENDS OR IN SAFETYTERMINALS 1 IATO 2 INCHES HANDGRIP. (N/A) 40. OPEN SIDE OF STAIRWAY AND GUARDRAIL PROTECTION: WHEN AREA IS MORE THAN 30 INCHES ABOVE GRADE OR FLOOR, IT SHALL BE PROTECTED BY A MINIMUM 42-INCH HIGH GUARDRAIL WITH INTERMEDIATE RAILS SO PLACED SUCH THAT A 4 INCH SPHERE CANNOT PASS THROUGH. (N/A) 41. ENCLOSED USABLE UNDER STAIRWAY PROTECTED WITH 5/8"TYPE "X" GYPSUM BOARD. 42. HANDRAILS SHALL BE DESIGN TOT RESIST 200 POUNDS LOAD IN ANY DIRECTION AND LATERAL LOAD OF 20 POUNDS PER LINEAR FOOT ATTOP RAIL. 43. CABINETS PER OWNER'S SPECS. 44. SAUNA AND SHOWER/STEAM ROOM ARETO BE DONE BY SPECIALTY COMPANY PER OWNERS CHOICE 45. ATTIC ACCESS AND VENTILATION: A. ATTICS WITH A VERTICAL HEIGHT OF MORE THAN 30 INCHES ARE REQUIRED TO HAVE ACCESS. B. MINIMUM ACCESS OPENING IS 20 INCHES BY 30 INCHES C. MINIMUM HEADROOM FOR THE ACCESS IS 30". D. ENCLOSED ATTICS AND ENCLOSED RAFTER SPECS SHALL HAVE CROSS VENTILATION AREA OF NOT LESSTHAN 1/150 OF THE SPACE VENTILATED. E. VENTILATING OPENINGS SHALL BE COVERED WITH METAL MESH WITH MAXIMUM'/4 INCH OPENING. 46. FIREPLACES, HEARTHS, AND CHIMNEYS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND THEIR LISTING 47. SHOWERS ANDTUB/SHOWERS COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THETHERMOSTATIC MIXING OR PRESSURE BALANCE TYPE. 48. WATER OUTLETS WITH HOSE ATTACHMENTS AND HOSE BIBS MUST HAVE APPROVED NON -REMOVABLE TYPE BACK -FLOW PREVENTER INSTALLED. Ea9't 1 /8" = 1'-0" West 1 /8" = 1'-0" North 1 /8" = 1'-0" South 1 /8" = 1'-0" N M co N Level 2 9Atto„ N I I I NATURAL GRADE NATURAL GRADE i M N FED \ Eo NATURAL GRADE NATURAL GRADE Level 2 / Attic_ 9' - 0" L11 Level of -off 2 /Attic 9' - 011 L_evel1 0'-0" Level 1 0, _ p1 Level 2 / Attic 9'-011 Le_vel1 0'-0" Safaei Design Group www. safaeidesign.com t: +1 (415) 96 SALAR Owner: Sharad Kukreti Address: 7559 Barnhart PI Cupertino, CA 95014 Phone: (650) 534 - 4479 e-mail : kukreti.sharad@gmail.com Designer Safaei Design Group 127 Kelton Ave. San Carlos, CA 94070 Phone: (415) 967 - 2527 e-mail: salar@safaeidesign.com Title 24: ATA Engineering 1202 Main St, Redwood City, CA 94063 Phone: (650) 363-2338 e-mail: ataengineering@sbcglobal.net Structural:Rahmani & Associates Inc. 1870 Hamilton Ave. San Jose, CA 95125 Phone: (408) 377-4000 e-mail: mrahmani@rahmanidesign.com SIGNATURES PROJECT ADDRESS 7559 BARNHART PL. CUPERTINO CA 95014 No. Description Date Mr. Ku kreti 7559 Barnhart PI Elevations PROPOSED Project number 01301 Date Issue Date Drawn by SDG Checked by Salar A3.B Scale 1 /8" = 1'-0" Section 1 1 /4" = 1'-0" 0 Section 2 1 /4" = 1'-0" Level 2 / Attic 9'-0" Level � 0' - 0" �I :vel 2 / Attic 9' - 0�� Level 1 0'-0" Safaei Design Group www. safaeidesign.com t: +1 (415) 96 SALAR Owner: Sharad Kukreti Address: 7559 Barnhart PI Cupertino, CA 95014 Phone: (650) 534 - 4479 e-mail: kukreti.sharad@gmail.com Designer Safaei Design Group 127 Kelton Ave. San Carlos, CA 94070 Phone: (415) 967 - 2527 e-mail: salar@safaeidesign.com Title 24: ATA Engineering 1202 Main St, Redwood City, CA 94063 Phone: (650) 363-2338 e-mail: ataengineering@sbcglobal.net Structural: Rah man & Associates Inc. 1870 Hamilton Ave. San Jose, CA 95125 Phone: (408) 377-4000 e-mail: mrahmani@rahmanidesign.com SIGNATURES PROJECT ADDRESS 7559 BARNHART PL. CUPERTINO CA 95014 No. Description Date Mr. Ku kreti 7559 Barnhart PI Sections Project number 01301 Date Issue Date Drawn by Author Checked by Checker A4 Scale 1/4" = 1'-0"