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R-2019-09 Plan Set for NoticingPROPOSED SITE PLAN SC : 1/8" = 1'-0" 1 1/8 INCH = 1 FEET 0 2 4 6 8 10 20 30 GRAPHIC SCALE : SSSSSSSSSS S S S S S S S S SSSSSSSSSS S 14'-1" 5'-6"26'-11"44'-11"35'-9"10'-0" 17'-2" 16'-7"26'-11"20'-0" 5'-0"18'-11"41'-10"14'-1"5'-0"6'-9"10'-0" 10'-0"10'-0"10'-0"10'-1"10'-0"10'-1" 30° 3 0 ° Lot: 9889 sf FAR: 4450.05 1st: 2977 2nd:1445 TOTAL: 4422 N89°50'50"E 73.70'3"TREE7"TREE4"TREE SIDE CURB MAXINE AVE. 82' 82'115'115'3 1/2:123 1/2:12 3 1/2:123 1/2:12 4:12 4:124:122 1/2:122 1/2:122 1/2:12 4 :12 4 :12 4 :124 :124 :124 :12 "E" PORTABLE SHED WILL BE REMOVED PER THE RESPONSE LETTER FOR THE 3RD SUBMITTAL "E" 25' MAGNOLIA FRONT YARD TREE TO BE REMAIN DBH: 12" 6' HEIGHT WOODEN FENCE 6' HEIGHT WOODEN FENCE6' HEIGHT WOODEN FENCE DRIVE WAY PAVERS PERVIOUS MATERIAL LOW IMPACT DEVELOPMENT WALK E WAY PAVERS PERVIOUS MATERIAL LOW IMPACT DEVELOPMENT FRONT YARD PAVING SURFACE AREA: FRONT YARD:82'X20'= 1640 SQF PAVING AREA: DRIVE WAY (400)+ WALKWAY(133)/1640=32.5%<50% (8) PRIVET LIGUSTRUM - GLOSSY PRIVET MIN. 6' TALL AND 15- GALLON MIN. 5' P.U.E. 7'-6" HEIGHT "N" 24" BOX TREE 6' TALL MAGNOLIA FRONT YARD TREE "E" 20' LAGUSTRUM TO BE REMAIN DBH:10" "E" 20' BLACK WALNUT TO BE REMAIN DBH:10" "E" 15' CHERRY PLUM TO BE REMAIN DBH:8" 2275 S. BASCOM AVE., SUITE 1406 CAMPBELL, CA 95008 Tell: (415) 254.1606 e-MAIL: office@AMSDesignllp.com SITE PLAN 1/8" = 1' A-01.01 THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. REVISION TABLE: DRAWN BY : REVISION DATE NORTH MAXINE RESIDENCE AMS 10861 MAXINE AVE., CUPERTINO, CA REMODELING FOR: 01 BY OWNERSHIP: DESIGN ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SCALE : PROJECT ID : DATE : SHEET NUMBER: D-1904-03 JUNE.2019 A.M.S ADDITION and REMODELING FOR: SHEET TITLE: DESIGN Azadeh M asrour 1. CONTACT PUBLIC WORKS, FOR DRAINAGE AND FINAL GRADE INSPECTION, WHICH INCLUDES DRAIN LINES AND ROOF DRAINS/DOWN SPOUTS. 2. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. 3. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. 4. THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. 5. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS SOIL. 6. ALL NEW ELECTRICAL SERVICE (POWER, PHONE, AND OR CABLE) SHALL BE UNDER GROUND. 7. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. 8. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPE AREAS. 9. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. 10. PROVIDE MIN. 5% GRADE SLOPE AWAY FROM FOUNDATION FOR A MIN. DISTANCE OF 10 FEET MEASURE PERPENDICULAR TO THE FACE OF THE WALL. WITH EXCEPTION: a. IF BUILDING SITE DOES NOT ALLOW 10 FEET OF SLOPE, INDICATE THE INSTALLATION OF DRAINS OR SWALES TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. b. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MIN 2% AWAY FROM THE BUILDING. 11. (E) DRAINAGE SHALL REMAIN THROUGHOUT CONSTRUCTION. GRADING and DEMO NOTES: 1. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE RELATIONSHIP OF PROPOSED GRADING AND UTILITY TRENCHING TO THE TREES DESIGNATED FOR PRESERVATION. CONSTRUCTION AND GRADING SHOULD NOT SIGNIFICANTLY RAISE OR LOWER THE GROUND LEVEL BENEATH TREE DRIP LINES. IF THE GROUND LEVEL IS PROPOSED FOR MODIFICATION BENEATH THE DRIP LINE, THE ARCHITECT/ARBORIST SHALL ADDRESS AND MITIGATE THE IMPACT TO THE TREE(S). 2. ALL TREES TO BE PRESERVED ON THE PROPERTY AND ALL TREES ADJACENT TO THE PROPERTY SHALL BE PROTECTED AGAINST DAMAGE DURING CONSTRUCTION OPERATIONS BY CONSTRUCTING A FOUR-FOOT-HIGH FENCE AROUND THE DRIP LINE, AND ARMOR AS NEEDED. THE EXTENT OF FENCING AND ARMORING SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. THE TREE PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATION OR GRADING IS BEGUN AND SHALL BE MAINTAINED IN REPAIR FOR THE DURATION OF THE CONSTRUCTION WORK. 3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO BE SAVED EXCEPT AS IS AUTHORIZED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. 4. IF THE TRENCHING IS REQUIRED TO PENETRATE THE PROTECTION BARRIER FOR THE TREE, THE SECTION OF TRENCH IN THE DRIP LINE SHALL BE HAND DUG SO AS TO PRECLUDE THE CUTTING OF ROOTS. PRIOR TO INITIATING ANY TRENCHING WITHIN THE BARRIER APPROVAL BY STAFF WITH CONSULTATION OF AN ARBORIST SHALL BE COMPLETED. 5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND THE NATURAL GRADE SHALL BE GUARDED BY RECOGNIZED STANDARDS OF TREE PROTECTION AND DESIGN OF TREE WELLS. 6. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE KEPT CLEAN. NO CONSTRUCTION MATERIALS NOR CHEMICAL SOLVENTS SHALL BE STORED OR DUMPED UNDER A TREE. 7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN FIFTY FEET OF ANY TREE SELECTED TO REMAIN AND SHALL BE LIMITED IN SIZE AND KEPT UNDER CONSTANT SURVEILLANCE. 8. THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE LICENSEE, AS DEFINED BY CALIFORNIA BUSINESS AND PROFESSIONAL CODE, TO PRUNE AND CUT OFF THE BRANCHES THAT MUST BE REMOVED DURING THE LANDSCAPE ARCHITECT/ARBORIST WITH APPROVAL OF STAFF. 9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN APPROVED TREE SURGEON. 10. NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING SHALL BE PERMITTED WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO BE SAVED. 11. TREE PROTECTION REGULATIONS SHALL BE POSTED ON PROTECTIVE FENCING AROUND TREES TO BE PROTECTED. TREE PROTECTION NOTES: 1. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS. 2. DIRECT RUNOFF FROM SIDEWALK,WALKWAYS,AND/OR PATIOS ONTO VEGETATED AREAS. 3. CONSTRUCT DRIVEWAY WITH PERMEABLE SURFACE. GREEN BUILDING MEASURE NOTES: THE REAR (EASTERN) PORTION OF THE PROPERTY IS LOCATED WITHIN A LIQUEFACTION-INUNDATION GEOLOGIC HAZARD ZONE AND WITHIN FLOOD ZONE A. NO PORTION OF THE DEVELOPMENT IS PROPOSED TO BE WITHIN/OR IN CLOSE PROXIMITY TO THIS AREA THEREFORE NO ADDITIONAL REVIEW OF THE HAZARD ZONE IS REQUIRED. PROPERTY INFORMATION NOTES: BLDG 1st FLOOR FOOTPRINT LINE 2nd FLOOR PROPERTY LINE BLDG 2nd FLOOR FOOTPRINT LINE LEGEND: SMA 1 PROPOSED REAR (WEST) ELEVATION 2 SC : 1/4" = 1'-0" PROPOSED FRONT (EAST) ELEVATION SC : 1/4" = 1'-0" ABOVE F.F. ABOVE F.F. 13'-6" PLATE HT. ENTRY ABOVE NATURAL GRADE 10'-0"14'-1" 10'-0"21'-4"10'-0"10'-0"1'-4"5'-6"25'-11"5'-0"12'-4"5'-1"25°25°D AYLIG HT LINE 10'-0" VERTICAL LINE FROMNATURAL GRADE ATBUILDING PROPERTY LINED A Y L IG H T L IN E 27'-5" TOP HT. F.F. ABOVE F.F. ABOVE NATURAL GRADE 10' PLATE HT. 10' FROM PROPERTY LINE TO THE EXTERIOR WALL (2 Nd Floor)10'-0" VERTICAL LINE FROMNATURAL GRADE ATBUILDING PROPERTY LINE5'-6" FROM PROPERTY LINE TO THE EXTERIOR WALL 21' 4" PLATE HT. 12' PLATE HT. F.F. NATURAL GRADE LINE 18" ABOVE NATURAL GRADE NEW 40 YR. COMP. SHINGLE ENT. ROOF Stucco ABOVE F.F.10'-0"5'-6"21'-4"10'-0"1'-4"10'-0"3'-8"3'-8"3'-8"25°25°D AYLIG HT LINE 10'-0" VERTICAL LINE FROMNATURAL GRADE ATBUILDING PROPERTY LINED A Y L IG H T L IN E 27'-5" TOP HT. F.F. ABOVE F.F. ABOVE NATURAL GRADE 10' PLATE HT. 10' FROM PROPERTY LINE TO THE EXTERIOR WALL (2 Nd Floor)10'-0" VERTICAL LINE FROMNATURAL GRADE ATBUILDING PROPERTY LINE5'-6" FROM PROPERTY LINE TO THE EXTERIOR WALL 21' 4" PLATE HT. F.F. NATURAL GRADE LINE 18" ABOVE NATURAL GRADE NEW 40 YR. COMP. SHINGLE ENT. ROOF Stucco 2275 S. BASCOM AVE., SUITE 1406 CAMPBELL, CA 95008 Tell: (415) 254.1606 e-MAIL: office@AMSDesignllp.com PROPOSED ELEVATIONS 1/4" = 1' THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. REVISION TABLE: DRAWN BY : REVISION DATE MAXINE RESIDENCE AMS 10861 MAXINE AVE., CUPERTINO, CA REMODELING FOR: 01 BY OWNERSHIP: DESIGN ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SCALE : PROJECT ID : DATE : SHEET NUMBER: D-1904-03 JUNE.2019 A.M.S ADDITION and REMODELING FOR: SHEET TITLE: DESIGN A-02.01 Azadeh M asrour "ANY CHANGES TO T HE APPROVED COLORS, MATERIALS, AND EXT ERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/APPLICATION." 1ST FLOOR ATTIC VENTILATION CALC. : NEW LIVING AREA (FIRST FLOOR) : 1557 SF. VENT DIMENSION : ( 6" X 16" ) = 0.667 SF. FORMULA : AREA ( 1557 ) / 150 = REQUIRED VENTILATION AREA ( 10.38 SQF ) VENT NUMBERS = VENTILATION AREA ( 10.38 ) / VENT AREA ( 0.667 ) = 15.56 ( 16 ) BOTH METHODS A & B SHOULD BE DONE BY CONTRACTOR. NEW VENTS IN CRAWL SPACE DOES NOT INTERFERE WITH ANY BRACE WALLS/SHEAR PANELS. FLAT CEILING AREA : 270 SF. FORMULA : AREA ( 270 ) / 150 = REQUIRED VENTILATION AREA ( 1.8 SF. ) 50% OF REQUIRED VENTILATION AREA ( 1.8 SF ) = 0.9 SF. 50% OF THE VENTILATION TO OCCUR AT EAVE/CORNICE LINE, PER SEC.R 806.1 OF 2016 CRC. METHOD A : ATTIC VENT ( CIRCULAR VENT ) VENT DIMENSION : ( 2" ) = 0.022 SF. VENT NUMBERS = VENTILATION AREA ( 1.8 ) / VENT AREA ( 0.022 ) =81.81 50% OF THE VENTILATION TO OCCUR AT A LEVEL 3-FEET ABOVE THE EAVE/ CORNICE LINE, PER SEC. R 806.1 OF 2016 CRC. METHOD B : RIDGE VENT ( EYEBROW VENT ) VENT DIMENSION : 18 SIN. PER LINEAR FOOT = 0.125 SF. VENT LINEAR = VENTILATION AREA (1.8) / VENT AREA ( 0.125 ) = 14.4 FT. 2ND FLOOR ATTIC VENTILATION CALC. : VENTILATION NOTES : FLAT CEILING AREA : 998 SF. FORMULA : AREA ( 998 ) / 150 = REQUIRED VENTILATION AREA ( 6.65 SF. ) 50% OF REQUIRED VENTILATION AREA ( 6.65 SF ) = 3.32 SF. 50% OF THE VENTILATION TO OCCUR AT EAVE/CORNICE LINE, PER SEC.R 806.1 OF 2016 CRC. METHOD A : ATTIC VENT ( CIRCULAR VENT ) VENT DIMENSION : ( 2" ) = 0.022 SF. VENT NUMBERS = VENTILATION AREA ( 3.32 ) / VENT AREA ( 0.022 ) = 150.90 (151 ) 50% OF THE VENTILATION TO OCCUR AT A LEVEL 3-FEET ABOVE THE EAVE/CORNICE LINE, PER SEC. R 806.1 OF 2016 CRC. METHOD B : RIDGE VENT ( EYEBROW VENT ) VENT DIMENSION : 18 SIN. PER LINEAR FOOT = 0.125 SF. VENT LINEAR = VENTILATION AREA (3.32) / VENT AREA ( 0.125 ) = 26.56 FT. CRAWL SPACE VENTILATION CALC. : ELEVATION NOTES :SMA SC : 1/4" = 1'-0" 1 A - A CROSS SECTION SC : 1/4" = 1'-0" 2 B - B CROSS SECTION ABOVE F.F. F.F. NATURAL GRADE LINE 18" ABOVE NATURAL GRADE8'-0"15'-9"12'-0"10'-0"1'-4"10'-0"21'-4"10'-0"27'-5" TOP HT. F.F. ABOVE F.F. ABOVE NATURAL GRADE 10' PLATE HT. (2 Nd Floor) 21' 4" PLATE HT. ABOVE F.F. F.F. NATURAL GRADE LINE 18" ABOVE NATURAL GRADE 21'-4"10'-0"12'-0"10'-0"15'-10"27'-5" TOP HT. F.F. ABOVE F.F. ABOVE NATURAL GRADE 10' PLATE HT. (2 Nd Floor) 21' 4" PLATE HT. 2275 S. BASCOM AVE., SUITE 1406 CAMPBELL, CA 95008 Tell: (415) 254.1606 e-MAIL: office@AMSDesignllp.com THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. REVISION TABLE: DRAWN BY : REVISION DATE MAXINE RESIDENCE AMS 10861 MAXINE AVE., CUPERTINO, CA REMODELING FOR: 01 BY OWNERSHIP: SECTIONS 1/4" = 1' A-03.01 DESIGN ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SCALE : PROJECT ID : DATE : SHEET NUMBER: D-1904-03 JUNE.2019 A.M.S ADDITION and REMODELING FOR: SHEET TITLE: DESIGN Azadeh M asrour SMA