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<br /> COMPLERE -
<br /> RETAIL MODIFICA TIONS
<br /> COMPLERE
<br /> ENGINEERING
<br /> GROUP, INC,
<br /> 4230 Kiernan Avenue, Suite 210
<br /> Modesto, California 95356
<br /> Phone: 209-545-8165
<br /> Fax: 209-545-8170
<br /> TEST AND INSPECTION LIST Eugene Wilkins, P. E. E 15062
<br /> MISCELLANEOUS 0 Richard L. Flower, P. E. C 50638
<br /> P SIMPSON STRONG-TIE TITEN HD SCREWS ICC-ES ESR-2713
<br /> NOTES:
<br /> C: INDICATES CONTINUOUS SPECIAL INSPECTION Y
<br /> P: INDICATES PERIODIC SPECIAL INSPECTION
<br /> X INDICATES REQUIRED SPECIAL INSPECTION
<br /> ARCHITECTURAL , STRUCTURAL , ELECTRICAL
<br /> -- TEST AND INSPECTION LIST
<br /> AND PLUMBING DRAWINGS
<br /> GENERAL NOTES: v0A
<br /> Cdr 6
<br /> 1. ALL WORK DONE
<br /> SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE 450 EAST 11TH STREET, TRACY, CALIFORNIA
<br /> SECTIONS OF THE 2019 CALIFORNIA BUILDING CODE, THE 2019 CALIFORNIA
<br /> CITY OF TRACY
<br /> ELECTRICAL CODE, AND THE 2019 CALIFORNIA PLUMBING CODE AS ADOPTED BY THE incorporated herein,This documentand he ideas and designs
<br /> are the property dOT
<br /> esigns
<br /> CITY OF TRACY, CALIFORNIA, AND THE ADDITIONAL PUBLICATIONS LISTED HEREIN. , CALIFORNIA Complere Engineering Group, inc., and will
<br /> not be used, in whole or in part for any
<br /> 2. CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE other project other than that in which it
<br /> THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIAL OR BOTH TO was specifically furnished without written
<br /> authorization.EXECUTE HIS WORK IN CONFORMANCE WITH THE APPLICABLE CODE AND TO BRING
<br /> TO THE ATTENTION OF THE ENGINEER OF RECORD ANY DISCREPANCIES OR
<br /> CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS.
<br /> JURISDICTION CITY OF TRACY SHEET NO. DESCRIPTION
<br /> 3, ALL WORK SHALL CONFORM TO THE BEST PRACTICE PREVAILING IN THE VARIOUS
<br /> APPLICATION NUMBER COM20-0371 CO.0 COVER SHEET
<br /> TRADES COMPRISING THE WORK. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL
<br /> PROJECTADDRESS 450 EAST 11TH STREET C1.0 SITE PLAN
<br /> TAKE PRECEDENCE OVER SCALE. SPECIFIC NOTES AND DETAILS SHALL TAKE APN 235-190-07
<br /> PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS, DIMENSIONS AND
<br /> SCOPE OF WORK INTERIOR REMODEL A1.0 DEMOLITION PLAN 1 PROPOSED FLOOR PLAN
<br /> CONDITIONS AT THE SITE SHALL BE VERIFIED BY THE GENERAL CONTRACTOR AND OCCUPANCY GROUP MIS A2.0 ARCHITECTURAL DETAILS
<br /> f
<br /> SUB-CONTRACTORCONSTRUCTION TYPE VB FES�S) BEFORE PROCEEDING WITH THE WORK. DISCREPANCIES IN THE 51.0 ROOF AND WALL FRAMING PLAN I FOUNDATION PLAN I. �
<br /> NUMBER OF STORIES ONE '
<br /> DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE S2.0 STRUCTURAL DETAILS
<br /> REPORTED TO THE ENGINEER OF RECORD. THE ENGINEER OF RECORD SHALL ISSUE CONDITIONED FLOOR AREA 3444 SQ. FT. ► Q
<br /> CORRECTED DRAWINGS OR WRITTEN INSTRUCTIONS PRIOR TO CONTINUATION OF UNCONDITIONED FLOOR AREA 258 SQ. FT.
<br /> FIRE SPRINKLER SYSTEM NONE E1 ELECTRICAL LIGHTING C�
<br /> WORK IN THE VICINITY OF THE AREA OF CONCERN. VALUATION $20,000.00 EN-1 TITLE 24 ENERGY CALCULATIONS-LIGHTING No, ,
<br /> 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTING ALL ELEMENTS 8
<br /> SPECIFIED IN THE CONTRACT DOCUMENTS. ALL DIMENSIONS AND CONDITIONS ON
<br /> OCCUPANCY LOAD CALCULATION: P1.0 EXISTING PLUMBING PLAN I PROPOSED PLUMBING PLAN EXP. ' ?
<br /> CONTRACT DOCUMENTS SHALL BE ESTABLISHED BY FIELD MEASUREMENT AND P1.1 PLUMBING DETAILS
<br /> OCCUPANT LOAD FACTORS CIVIL �
<br /> EXAMINATION BEFORE COMMENCING WITH CONSTRUCTION AND FABRICATION.
<br /> CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE BUSINESS (OFFICE) 150 GROSS
<br /> CONSTRUCTION SITE. CONTRACTOR SHALL IMMEDIATELY REPORT TO THE ENGINEER MERCANTILE 60 GROSS CAD? .C�
<br /> OF RECORD CONDITIONS DISCOVERED THAT ARE NOT RECOGNIZED BY THE STORAGE 300 GROSS
<br /> CONTRACT DOCUMENTS. OFFICE SPACE 133 150 F1 OCCUPANT SHEET INDEX
<br /> 5. ACCEPTANCE OF CONDITIONS - CONTRACTOR'S STATEMENT OF RESPONSIBILITY: THE SHOWROOM AREA 3100 SQ. FT.
<br /> GENERAL CONTRACTOR SHALL REVIEW THE EXISTING CONDITIONS THAT MAY 3100 1 60 =52 OCCUPANTS 011 1 , 2"
<br /> DIRECTLY OR INDIRECTLY AFFECT THE PROGRESS OF THE PROJECT AT THE SITE. STORAGE AREA 1500 SQ. FT. CLIENT:
<br /> CONTRACTOR SHALL INVESTIGATE SITE FOR FILLED EXCAVATIONS OR BURIED 1500 1 300 =5 OCCUPANTS THIS IS THE SCALE OF THE ORIGINAL DRAWING
<br /> STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH TOTAL 58 OCCUPANTS SATPAL DEOL
<br /> STRUCTURES ARE FOUND, CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD NUMBER OF EXITS REQUIRED 2 450 EAST 11TH STREET
<br /> IMMEDIATELY,
<br /> TRACY, CA 95376
<br /> PLUMBING OCCUPANCY LOAD CALCULATION (209) 855-1145
<br /> 6. CLEAN-UP: EACH SUB-CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY DEBRIS
<br /> CAUSED BY THEIR WORK. BURNING OF DEBRIS ON THE JOB IS STRICTLY FORBIDDEN OCCUPANT LOAD FACTORS ENGINEER OF RECORD: RETAIL
<br /> UNLESS EXPRESSLY AUTHORIZED BY THE LOCAL JURISDICTION. OFFICE 200 GROSS
<br /> MERCANTILE 200 GROSS COMPLERE ENGINEERING GROUP, INC. MODIFICATIONS
<br /> PROJECT SCOPE: STORAGE 5000 GROSS 4230 KIERNAN AVENUE, SUITE 210
<br /> OFFICE AREA 133/200 = 1 OCCUPANT MODESTO, CA 95356
<br /> 1. ARCHITECTURAL, STRUCTURAL, ELECTRICAL AND PLUMBING MODIFICATIONS TO A
<br /> SHOWROOM AREA 3100/200 = 16 OCCUPANTS PH: (209) 545-8165
<br /> RETAIL SPACE. STORAGE AREA 1500 1 5000= 1 OCCUPANT FAX: (209) 545-8170
<br /> TOTAL 18 OCCUPANTS
<br /> CONSTRUCTION SAFETY
<br /> CPC SECTION 422.2, EXCEPTION 3: ONE TOILET FACILITY DESIGNED FOR USE BY NO MORE
<br /> THE SAFETY OF THE CONSTRUCTION SITE AND CONSTRUCTION PERSONNEL IS THE SOLE THAN ONE OCCUPANT SHALL BE PERMITTED FOR USE BY BOTH SEXES.
<br /> RESPONSIBILITY OF THE CONTRACTOR. NO COMMUNICATION WITH THE ENGINEER OF
<br /> RECORD OR COMPLERE ENGINEERING GROUP, INC., WRITTEN OR VERBAL, SHALL BE 450 EAST '# 1 TH STREET
<br /> CONSTRUED AS INSTRUCTIONS OR RECOMMENDATIONS RELATING TO ANY ASPECT OF
<br /> colvsrRucTloN SAFETY. PROJECT DATA CONTACT INFORMATION
<br /> TRACY, CA
<br /> 1. ALL WORK SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF OSHA AND
<br /> CAL-OSHA. A FLR FLOOR R
<br /> ABV ABOVE FRMG FRAMING REF REFERENCE
<br /> 2. THE CONTRACTOR SHALL PROVIDE TEMPORARY HOISTING TOWERS, TEMPORARY ACI AMERICAN CONCRETE FT FOOT OR FEET REQ'D REQUIRED
<br /> ERECTION BRACING AND TEMPORARY SHORING FOR ALL STRUCTURAL MEMBERS AND INSTITUTE
<br /> EARTH BANKS AS WHERE NECESSARY TO MAINTAIN STABILITY OF THE STRUCTURE{S} AFF ABOVE FINISH FLOOR G SAISC AMERICAN INSTITUTE OF STEEL GA GAUGE SCHED SCHEDULE --
<br /> AND SURROUNDING ELEMENTS DURING ALL PHASES OF CONSTRUCTION. THE
<br /> CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURAL DESIGN, PERMITS AND CONSTRUCTION GALV GALVANIZED SHT SHEET
<br /> INSTALLATION OF SUCH TEMPORARY MEMBERS UNLESS OTHERWISE SPECIFIED IN ALUM ALUMINUM GL GLULAM BEAM SIM SIMILAR
<br /> THESE CONTRACT DOCUMENTS. ASTM AMERICAN SOCIETY FOR GR GRADE SMS SHEET METAL SCREWS
<br /> TESTING AND MATERIALS SOG SLAB ON GRADE
<br /> 3. THE CONTRACTOR IS RESPONSIBLE FOR THE SCHEDULING OF CONSTRUCTION H SPCS SPACES
<br /> ACTIVITIES, THE SEQUENCE OF CONSTRUCTION AND THE MEANS, METHODS AND D HDR HEADER SQ SQUARE
<br /> PROCEDURES EMPLOYED (UNLESS OTHERWISE SPECIFIED IN THESE CONTRACT BOTT BOTTOM HORIZ HORIZONTAL STD STANDARD
<br /> DOCUMENTS). BRG BEARING HT HEIGHT STRUCT'L STRUCTURAL
<br /> 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION, PROPER HANDLING, C ! SYMM SYMMETRICAL_ COVE R SHEET
<br /> STORAGE AND TRANSPORT OF CONSTRUCTION MATERIALS AND EQUIPMENT, THE
<br /> CA CALIFORNIA ICC ICC EVALUATION SERVICE T
<br /> CONTRACTOR SHALL IMMEDIATELY NOTIFY COMPLERE ENGINEERING GROUP, INC., OF CANT CANTILEVER iN INCH T & B TOP AND BOTTOM
<br /> ANY CONDITION THAT IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE CCR CALIFORNIA CODE OF THK THICK
<br /> STRUCTUREREGULATIONS L TYP TYPICALS) OR CAUSE DISTRESS OF THE STRUCTURE(S). _
<br /> CL CENTERLINE L ANGLE OR LENGTH
<br /> 5. NO TRENCHES OR EXCAVATIONS 5'-0"OR MORE IN DEPTH INTO WHICH A PERSON IS CLR CLEAR LONG LONGITUDINAL U
<br /> REQUIRED TO DESCEND SHALL BE PERMITTED UNLESS THE NECESSARY PERMIT CONC CONCRETE UON UNLESS OTHERWISE NOTED
<br /> M
<br /> •
<br /> FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY 1S OBTAINED AND CONT CONTINUOUS _
<br /> PRIOR TO ISSUANCE OF GRADING PERMIT(WHEN REQUIRED). CTR CENTER MAX MAXIMUM V_
<br /> MFR MANUFACTURER VERT VERTICAL
<br /> DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE: D MIN MINIMUM VIF VERIFY IN FIELD
<br /> d PENNYWEIGHT Q
<br /> 1. THE REGISTERED DESIGN PROFESSIONAL.IN RESPONSIBLE CHARGE SHALL BE DBL DOUBLE N W
<br /> RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS DIA DIAMETER (N) NEW w/ WITH A\ 4TH PLAN CHECK 11-01-21
<br /> PREPARED BY OTHERS, ALSO FOR REVIEWING REPORTS FROM OTHER ENGINEERS, DIW DISHWASHER NIC NOT IN CONTRACT W/O WITHOUT
<br /> INSPECTORS AND TESTING AGENCIES FOR COMPATIBILITY AND COORDINATING THEIR DWG DRAWING NO# NUMBER WT WEIGHT Q PLAN CHECK 04-13-21
<br /> SUBMITTAL TO THE BUILDING OFFICIAL. E
<br /> NTS NOT TO SCALE W x D WIDTH x DEPTH PROJECT
<br /> 2. THE BUILDING OFFICIAL SHALL BE NOTIFIED IN WRITING BY THE OWNER IF THE EA EACH O NO. 220-34
<br /> REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE IS CHANGED OR IS EL ELEVATION OD OUTSIDE DIAMETER RELEASE DATE
<br /> UNABLE TO CONTINUE TO PERFORM THE DUTIES.
<br /> EMBED EMBEDED OR EMBEDMENT o. C. ON CENTER
<br /> EQ EQUAL O. H. OPPOSITE HAND 12-04-20
<br /> MATERIAL SPECIFICATIONS ES EVALUATION SERVICE OPNG OPENING PLAN REVIEW=
<br /> EXIST(E) EXISTING
<br /> 1. HEADERS: 2.2E PARALLAM PSL
<br /> EXT EXTERIOR P 08-26-21
<br /> PLCS PLACES
<br /> 2. HARDWARE: SIMPSON STRONG-TIE
<br /> F PSI= POUNDS PER SQUARE FOOT SHEET NO.
<br /> _
<br /> F FARENHEIGHT PT PRESSURE TREATED
<br /> FIN FINISH CO . 0
<br /> GENERAL NOTES -- ABBREVIATIONS AND ACRONYMS SHEET
<br /> OF 10 SHEETS
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