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GENERAL NOTES A. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO JOHN REDDELL ARCHITECTS, INC. IT IS THE RESPONSIBILITY OF ALL BIDDERS TO VISIT THE JOB SITE, TO COMPLETELY STUDY THESE CONTRACT DOCUMENTS, AND TO FULLY AND COMPLETELY ESTIMATE THE EXTENT OF THE PROJECT. IF CONTRACTOR OR SUBCONTRACTOR DISCOVERS ANY DISCREPANCIES, ERRORS OR OMISSIONS IN THESE DRAWINGS; OR QUESTION THEIR INTENT, THE ARCHITECT SHALL BE NOTIFIED AT ONCE FOR CLARIFICATION. ALL BIDDERS SHALL INCLUDE ALL CONTINGENCY COSTS IN THEIR BID, AND NO ADDITIONAL COMPENSATION WILL BE PERMITTED FOR FAILURE TO COMPLETELY ASCERTAIN ALL ASPECTS OF THE PROJECT. ALL WORK AND EQUIPMENT ON THIS PROJECT SHALL COMPLY WITH APPROPRIATE BUILDING CODES, STATE LAWS AND REGULATIONS, UTILITY CO. REGULATIONS, FEDERAL CODES AND REGULATIONS, WILLIAM-STEIGER OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (PUBLIC LAW 41-596), AND OTHER STATUTORY PROVISIONS PERTAINING TO THE WORK. CONTRACTOR OR SUBCONTRACTORS SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT THE PUBLIC AND PRIVATE PROPERTIES FROM ANY DAMAGE THROUGHOUT CONSTRUCTION. IN THE CASE OF CONSTRUCTION IN TOPOGRAPHICALLY OR ENVIRONMENTALLY DELICATE AREAS, THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT AND PRESERVE NATURAL AREAS. CONTRACTOR AND SUBCONTRACTORS SHALL KEEP THE CONSTRUCTION IN A NEAT AND ORDERLY CONDITION, FREE FROM ACCUMULATION OF DEBRIS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING BUILDING STRUCTURE PER SITE PLAN AND WITHIN ALL SETBACKS AS INDICATED ON PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UTILITIES AND UTILITY EASEMENTS. ALL COORDINATION AND INSTALLATION OF UTILITY DEVELOPMENT (ELECTRIC, WATER, GAS, SEWER, TELEPHONE, CABLE TV, ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED. MISCELLANEOUS SITE STRUCTURES, SWIMMING POOLS, SPAS, FENCES, SITE WALLS (INCLUDING RETAINING WALLS), ANS GAS STORAGE TANKS REQUIRE SEPARATE PERMIT. ALL PRODUCTS LISTED BY |.C.B.O./N.E.R. NUMBER(S) SHALL BE INSTALLED PER THE REPORT AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PRODUCT SUBSTITUTION(S) FOR PRODUCT(S) LISTED SHALL ALSO HAVE |.C.B.O. APPROVED EVALUATION REPORT(S) OR BE APPROVED AND LISTED BY OTHER NATIONALLY RECOGNIZED TESTING AGENCIES. FINISH FLOOR ELEVATION (AS-BUILT) SHALL BE CERTIFIED BY THE CITY FOR THE FEDERAL EMERGENCY MANAGEMENT ASSOCIATION (F.E.M.A.) WHERE REQUIRED. for lew Patio Cover Acqua de Mare Resaurant 206 S. Oregon Street Chandler, Arizona VICINITY MAP E. BOSTON ST. siteW” OREGON ST. FRY ROAD S. 7 = MATERIAL SYMBOLS —— —< AGGREGATE BASE COURSE ASPHALTIC CONCRETE CONCRETE WOOD (ROUGH FRAMING) WOOD (BLOCKING) FINISHED WOOD METAL / WOOD STUD WALL (SEE PLAN) BATT INSULATION RIGID INSULATION PLYWOOD GYPSUM WALLBOARD, STUCCO OR PLASTER SHEET METAL (ELEVATION) ARCHITECTURAL MASONRY STANDARD CONCRETE MASONRY STRUCTURAL STEEL CERAMIC TILE SYMBOLS BUILDING SECTION SECTION LETTER SHEET NUMBER DETAIL DETAIL NUMBER 2) (- SHEET NUMBER ELEVATION MARK ELEVATION FROM DATUM (FINISHED FLOOR) wW ELEVATION NOTE KEYNOTES KEYNOTE NUMBER ae ——@ ROOM IDENTIFICATION ROOM NAME ROOM NUMBER DOOR IDENTIFICATION DOOR NUMBER OFFICE 333 WINDOW IDENTIFICATION WINDOW LETTER ABBREVIATIONS B. ANCHOR BOLT JST. JOIST(S) ABC. AGGREGATE BASE COURSE JT. JOINT(S) AFF. ABOVE FINISH FLOOR AFG. ABOVE FINISH GRADE MAX. MAXIMUM AL. ALUMINUM MB. MACHINE BOLT ALT. ALTERNATE Mc. MEDICINE CABINET A/C. AIR CONDITIONING M.c.J. MASONRY CONTROL JOINT MIN. MINIMUM BB. BOND BEAM MO. MASONRY OPENING BLK. BLOCK MTL. METAL BLKe. BLOCKING BM. BEAM NLC. NOT IN CONTRACT BOTT. BOTTOM N.T.S. NOT TO SCALE BRE. BEARING BUR. BUILT-UP ROOFING Oc. ON CENTER OH. OVERHEAD C.LP. CAST-IN-PLACE OPP. OPPOSITE Cu. CONTROL JOINT ORD. OVERFLOW ROOF DRAIN CLF. CHAIN LINK FENCE CLE. CEILING PL. PLATE CLR. CLEAR PL. PROPERTY LINE CMU. CONCRETE MASONRY UNIT(S) PLAM. PLASTIC LAMINATE CL. CENTERLINE PWD. PLYWOOD CONC. CONCRETE PSF POUNDS PER SQUARE FOOT CON.IT. CONSTRUCTION JOINT PSl POUNDS PER SQUARE INCH CONT. CONTINUOUS C'SUNK COUNTERSUNK R, RADIUS CT. CERAMIC TILE RA RETURN AIR R.D ROOF DRAIN DBL. DOUBLE RO. ROUGH OPENING, OR DIM. DIMENSION REVERSE OSMOSIS DTL. DETAIL ROW. RIGHT OF WAY DF. DRINKING FOUNTAIN RS. ROUGH SAWN DWe. DRANWING(S) DP. DAMP PROOF Sc. SOLID CORE WOOD SHT. SHEET EA. EACH SIM. SIMILAR EB. EXPANSION BOLT SQ. SQUARE E.D.F ELECTRIC DRINKING FOUNTAIN SS. STAINLESS STEEL EJ. EXPANSION JOINT STD. STANDARD ELEV. ELEVATION STL. STEEL Ea. EQUAL EW. EACH WAY T&G TONGUE AND GROOVE EXIST EXISTING TOL TOP OF LEDGER T.OM. TOP OF MASONRY FE. FIRE EXTINGUISHER TOP. TOP OF PARAPET FEC FIRE EXTINGUISHER CABINET T.OPL. TOP OF PLATE FD. FLOOR DRAIN T.OW. TOP OF WALL FF. FINISH FLOOR TYP. TYPICAL FG. FINISH GRADE U.N.O. UNLESS NOTED OTHERNISE CA. GAUGE Gl. GALVANIZED IRON VC.T. VINYL COMPOSITION TILE GYP.BD GYPSUM WALLBOARD VERT. VERTICAL 6LB. GLU-LAMINATED BEAM W/ WITH HB. HOSE BIB W/O WITHOUT H.C. HOLLOW CORE WOOD Wo WATER CLOSET HT. HEIGHT WD. WOoD HM. HOLLOW METAL WI. WROUGHT IRON HOR. HORIZONTAL WP WATER PROOF WR. WATER RESISTANT SITE PLAN Xk / | / . ! | | | — | \ \ | \ | ~ | a | | | . ENLARGED PATIO BUILDING CODE DATA BUILDING CODES ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES AND AMENDMENTS PER THEIR ADOPTING ORDINANCES: 2003 INTERNATIONAL BUILDING CODE 2003 INTERNATIONAL MECHANICAL CODE 1494 UNIFORM PLUMBING CODE W/ STATE AMMENDMENTS 2003 INTERNATIONAL FIRE CODE 2002 NATIONAL ELECTRIC CODE lgq| ADD PROJECT DATA: PROJECT TEAM: OWNER: ARCHITECT: John Reddell Architects, Inc. 4992 5S. |5&th Street. Gilbert, AZ 85298 (602) 531-2854 (Cell) Email: john@reddellarchitects.com Contact: John Reddell DRAWING INDEX SHEET # SHEET DESCRIPTION ARCHITECTURAL: Al.| PROJECT INFORMATION, SITE PLAN, PATIO PLAN Al.2 ELEVATIONS, FOUNDATION, FRAMING PLANS KEYNOTES: EXISTING BUILDING TO REMAIN DO NOT DISTURB EXISTING PATIO TO REMAIN - DO NOT DISTURB EXISTING PATIO GATE TO REMAIN - DO NOT DISTURB EXISTING PATIO 2" RAILING TO REMAIN - DO NOT DISTURB EXISTING AWNING ABOVE TO REMAIN - DO NOT DISTURB EXISTING 6" STEP TO REMAIN - DO NOT DISTURB EXISTING RAMP TO REMAIN - DO NOT DISTURB . EXISTING SIDEWALK TO REMAIN - DO NOT DISTURB NEW 6" POST - REFER TO AI.2 AVAOVAWN = New Patio Cover for Acqua de Mare Restaurant 206 S. Oregon Street Chandler, Arizona 1/4’=1-0" John Reddell Architects, Inc. Architecture Interiors Land Planning 4992 S. 158th Street Email: johnoreddellarchitects.com b& Date: 3/15/11 guns vod sh Ne ale Nese D co ) Drawings and Specifications os instruments of service are and shall remain the property of the Architect whether the Project for which they were prepared is executed or not. They ore not to be used on other Projects or extensions to this Project except by agreement in writing ond with oppropriate compensation to John Reddell Architects, Inc. Copyright 2011 John Reddell Architects, Inc. Al.1