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<br /> Al ARCH ITECTU RAL FLOOR PLAN / No"'rES / DE7AILS
<br /> Sl FOUNDATION PLAN / NOTES / DETAILS U)
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<br /> El ELECTRICAL PLAN / NOTES / DETAILS z (5
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<br /> ION E2 ELECTRICAL SCHEDULES / NOTES / DETAILS Fr 0
<br /> A REMODEL AND Al) ]) ...A. T FOR* ET24A 0 ELECTRICAL LIGHTING SCHEDULE AND COMPLIANCE
<br /> ET24B 0 ELECTRICAL LIGHTING SCHEDULE AND COMPLIANCE 0 c�
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<br /> SIER]RA A. 11tGAS
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<br /> 1. ALL WORK SHALL CONFORM TO THE CALIFORNIA BUILDING CODE, 2007 EDITION,
<br /> REVISIONS
<br /> AND-rHE LATEST EDITION OF THE ACI STANDARDS.
<br /> 2 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (fc) OF 2,500 PSI ------
<br /> 9 NO CHANGES TO EMSTING DRAINAGE
<br /> IN 28 DAYS. FIBERMESH SHALL BE AS MANUFACTURED BY THE FIBERMESH
<br /> MANUFACTURER AND USE IN ACCORDANCE WITH ICO REPORT NO. NER-284. e NO CHANGES TO EXISTING WATER
<br /> 3� REINFORCING STEEL SHALL BE DEFO R- MED BARS CONFORMING TO ASTTVI A-61 5, * NO CHANGES TO EMSTING SEWER
<br /> GRADE 40. FABRICATING DETAILS SHALL CONFORM TO THE ACI STANDARDS,AND * MINIMAL CHANGES TO EKS'nNG ELECTRICAL(LIGHTS AT CANOPY) El I
<br /> THE C6C. FIELD WELDING OF REINFORCING STEEL WILL NOT BE ALLOWED.
<br /> 4. ALL CONCRETE SHALL HAVE A STEEL TROWEL FINISH WITH A CURE Sl---AL HARDENING
<br /> COMPOUND APPLIED IMMEDIATELY AFTER THE FINISH OPERATION IS COMPLETE.
<br /> 5, THE UPPER SUBGRADE BELOW FILL AND ALL.FILL SHALL HAVE 90%RELATIVE 1 SHEET INDEX w
<br /> COMPACTION PER ASTM D-1 657 TEST METHOD, U,N.O. ------- EXISTING COUNTY DRAINAGE POND IT li
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<br /> 6, ALL ANCHOR BOLTS SHALL BE ASTM A-307 OR A-36 THREADED RODS. BUILDING AREA: 2,625 SQ� FT. OF EXISTING BUILDING
<br /> T ALL EMBEDDED ITEMS SHALL BE SECURE AND IN PLACE PRIOR TO POURING
<br /> (E)-FIANDICAPPED BUILDING OCCUPANCIES: 8-2 W 0
<br /> CONCRETE. PARKING STALL-- Z '1�t 0
<br /> 8, STRUCTURAL STEEL SHALL CONFORM TO ASTM A-35 MINIMUM, UNLESS NOTED 7(E)-PARKING STALLS--ONE IS HANDICAPPED NO CHANGES < C\l r-
<br /> OTHERWISE. ALL WEI-DING SHALL [BE WITH E70 ELECTRODES BY THE MANUAL. FIRE RES13TANCE NO MUL:TIPLE OCCUPANCIES, SO Lo C)
<br /> SHIELDING ARC METHOD. ALL WELDING SHALL BE PERFORMED BY CERTIFIED SEPARATIONS REQUIRED: NO SEPARATION REQUIRED 0) 00
<br /> (NOTE: PROVIDE 1-HR. NEW BREAK LUNCH ROOM) z M- I
<br /> 354Z0' S 72*36'00'W U) , 0
<br /> WELDERS. WELDING TECHNIQUE AND WORKMANSHIP SHALL CONFORM TO THE z < <
<br /> STRUCTURAL WELDING CODE OF THE AMERICAN WELDING SOCIETY. :3 z al c)
<br /> 0ONSTRUOTION TYPE: V_B w Ll
<br /> 9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH METAL BUILDING t2l-O" D
<br /> OVERLAP 000
<br /> MANUFACTURER PRIOR TO STARTING WORK, NOTIFY ENGINEER IMMEDIATELY IF BUILIDING AUTHORn-Y: SAN JOAQUIN COUNTY C\j
<br /> ANY DISCREPANCIES ARE FOUND, IT IS THE INTENT OF THESE DRAWINGS THAT PAD 41 o
<br /> BUILDING DEPARTMENT
<br /> FOOTINGS ARE TO BE CENTERED BELOW THE STEEL BASE PLATES OF ALL 10I wm
<br /> 77(Z) —0 -1 1
<br /> COLUMNS IN THE METAL BUILDING. 2 1 3 4 6 7 NO PAWN( OWNER: SIERRA AIREGAS
<br /> 10. ADDITIONAL REQUIREMENTS FOR METALBUILDING MANUFACTURER: 4030 WIL COXROAD
<br /> STOCKTON, CALIFORNIA
<br /> A. METAL BUILDING MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN 10 01 0
<br /> AND FABRI- CATION OF ALL COMPONENTS AND MATERIAL$RELATED TO THE 01 EXISTING BUIL ING u_
<br /> METAL.BUILDING SYSTEM NOT OTHERWISE DETAILED OR SPECIFIED ON THIS
<br /> T� REMAIN PROJECT ENGINEER: WEATHERBY-REYNOLDS-FRIT'SON
<br /> DRAWING. < ENGINEERING AND DESIGN z
<br /> B. MEMBER SIZES, FORCES AND CONNECTION DETAILS COORDINATED WITH AND 0 1 0
<br /> CONFORMING TO THESE DRAWINGS SHALL BE FURNISHED BY THE fr fl-LANDECAPING
<br /> MANUFACTURER. THE SHOP DRAWINGS AND CALCULATIONS SHALL BE TO REMAIN NEW COVERED AREA F <
<br /> SUPERVISED AND SIGNED BY A CALIFORNIA REGISTERED PROFESSIONAL z
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<br /> ENGINEER. 1 10 0
<br /> EXISTING 0 ERHA
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<br /> C DESIGN LOADING SHALL BE BASED ON THE CALIFORNIA BUILDING CODE (CEIC), lb ...... COVERING PER MBM
<br /> 2001 EDITION. DESIGN SHALL TAKE INTO CONSIDERAnON ALL CONCENTRATED () q I I I I I I L" D
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<br /> LOADS (BEAMS, PURLINS, ETC.)ADDITIONAL PURLINS SHALL BE PROVIDED AS j (Q-PAVING TO REMAIN (E)-PAVING'TO REMAIN ------ I -) <
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<br /> REQUIRED TO CARRY WEIGHT OF ANY MECHANICAL UNITS, IF APPLICABLE.
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<br /> It CONTRACTOR SHALL SUBMIT CALCULATIONS FROM METAL BUILDING
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<br /> MANUFACTURER TOTHIS OFFICE FOR APPROVAL PRIOR TO CONsTRuan PROJECT DATA 7
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<br /> 12, BUILDING SHALL BE 20'-O' MINIMUM FROM ALL PROPERTY LINES, U.N.O.
<br /> TO ECE)i 0 U)
<br /> 1 3� DESIGNATED EXIT DOORS SHALL: HAVE MAXIMUM "I/2"TH RESHOLD; HAVE LEVER jr 0
<br /> 0
<br /> HARDWARE (PANIC OR PUSH-PULL); HAVE MAXIMUM OPERATIONAL FORCE OF 8,5 x :Ez c1l)
<br /> LBS� HAVE HARDWARE OPENABLE FROM THE INSIDE WITHOUT KEY, SPECIAL L 0 1 O 'D C\J
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<br /> K CENTE-RED BETWEEN 30"AND 44'ABOVE THE FLOOR. OLME_ PROJECT
<br /> NOWLEDGE, OR EFFORT; AND HAVE SINGLE EFFORT, NON-GRASP, HARDWARE 10 — :2
<br /> 0 0
<br /> FA�00 F WAL.C >
<br /> ON 1203�. W CC
<br /> 14. PROVIDE LIGHTING PER CBC SECTION 1205 AND VENTILATION PER CBC SECTI TO CENTER OF NEW PIERS
<br /> SEE DRAWINGS BY OTHERS. (FIELD VERIFY) SITE 0
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<br /> 15� THIS ENGINEER SHALL BE CONSIDERED THE PROJECT ENGINEER FOR THE (E)-PAVING TO REMAIN
<br /> REFERENCED BUILDING IN CONFORMANCE WrrH CBC APPENDIX CHAPTER I
<br /> +1
<br /> SECTION 'll 06.3.4. 99
<br /> - ��1830- 8 72'35'00'W
<br /> LZE)-L. 35528'
<br /> 1& SPECIAL. INSPECTION MAY BE REQUIRED PER CBC 17043�3 FOR HIGH STRENGTH :_-j
<br /> BOLTING IF USED ON M.B.M. DRAWINGS (VERIFY). IF HIGH STRENGTH BOLTS ARE WILCOX ROAD WE"ATHERBY-REYNOLD&FRUSON
<br /> USED, INSPECTION OF HIGH STRENGTH BOLT INSTALLATIONS SHALL BE MADE IN
<br /> ACCORDANCE WITH DIVISION IV BY AN INSPECTOR SPECIALLY APPROVED FOR THAT
<br /> (E)-PAVING DRIVEWAY TO REMAIN
<br /> PURPOSE BY THE ENFORCEMENT AGENCY. THE INSPECTOR SHALL CHECK THE +1 ALPII
<br /> MATERIALS, EQUIPMENT, DETAILS OF CONSTRUCTION AND INSTALLATION
<br /> 1_11�' L u
<br /> PROCEDURE, THE INSPECTOR SHALL FURNISH THIS STRUCTURAL ENGINEER AND THE 0 MW ENGINEERING Mll
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<br /> ENFORCEMENT AGENCY wrR-i A REPORT THAT THE WORK HAS BEEN COMPLETED IN (COMMERCIAL USAGE) STOCK7rON 0 MM AND DESIGN MM ,ij
<br /> EVERY MATERIAL RESPECT IN COMPLIANCE WITH THE APPROVED PLANS AND 0
<br /> SPECIFICATIONS.
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<br /> ALL HIGH STRENGTH BOLTS ARE A325-N UNLESS SPECIFICALLY NOTED OTHERWISE r
<br /> ON M.B.M. DWGS. -I-n
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<br /> --t-7,09
<br /> STRUCTURAL BOLTS SHALL.BE TIGHTENED BY THE TURN-OF-THE-NUT METHOD IN SITE PLAN No�=I
<br /> ACCORDANCE WITH THE NINTH EDITION, AISC'SPECIFICATION FOR STRUCTURAL UG�Exp,12-31
<br /> JOINTS USING ASTM A325 OR A490 BOLTS' PER SECTION 8DA, A325 BOLTS MAY BE SCALE: 1" =20
<br /> A.P.N . 087-230-0'5
<br /> INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN-OF-THE-NUT
<br /> METHOD.
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<br /> TO FRENGH CAMP NO SCALE WHATS EVER
<br /> 777 11 (209)-223-0381[Voiml
<br /> METAL BUILDING NOTES 15 SITE PLAN VICINITY MAP (209)-223-0716[Pax]
<br /> 206 Peek Strivt
<br /> lack.R)n,CA,9564.2
<br /> ME http;//,Arviv,w.rfed.coni MN
<br /> ABV. ABOVE 0.0. CLEAN OUT E.W,C. ELECTRIC WATER 0011"I'Ll'..1i I FRM, FRAME, FRAMING J3. JUNCTION BOX 0/ OVER R.R. ROOF RAFTER ST� STREET V,G,D�F. VERTICAL GRAIN DOUGLAS FIR ------ .......
<br /> A,B,W,P, ALT. BRACED WALL PANEL CAB� CABINET EA. EACH F. FOOT, FEET JST. JOIST 0.0, ON CENTER RAD� RADIUS STD, STANDARD VT. VINYL TILE THE$E DRA\MNQS AND"n-IE(VNCEPTI,,
<br /> EMBODIED 711EREIN ARE-THE ORIGINAL
<br /> A.C. ASPHALTIC CONCRETE CE% CEMENT EL.,ELEV. ELEVATION F70. FOOTING JT� JOINT O.D. OLfTiSIDE DIAMETER RD. ROAD STL� STEEL VERT. VERTICAL UNPUBUSHED WORK OF WRF
<br /> A/C AIR CONDITIONING CER, CERAMIC ELECT, ELECTRICAL OA� OVERHEAD RDWD, REDWOOD STOR. STORAGE VOL. VOLUME ENGINEERIN03 AND DESIGN AND SHALI
<br /> NOT BE USED OR DUPUCATED WTHOU 1
<br /> &F�F� ABOVE FINISH FLOOR CLG. CEILING ENAM. ENAMEL al GALVANIZED IRON LAM� LAMINATED OPG, OPENING RE REFERENCE STRUCT. STRUCTURAL, THE WRITTEN AGREEMENT QF IFRRY
<br /> AEG. ABOVE FINISH GRADE CLR, CLEAR ENCI_ ENCLOSURE G& GAUGE LAV. LAVATORY OPP, OPPOSITE REC, RECESSED susp� SUSPENDED W, WEST WE/MiERBY,GRANT REYNOLC.�%OR
<br /> ACOUS. ACOUSTICAL COL. COLUMN EQ� EQUAL GALV. GALVANIZED LINO. LINOLEUM ov. OVEN RECP, RECEPTACLE sym� SYMETRICAL W/ wiTH KEVIN FR)TSON
<br /> ADJ. ADJUSTABLE COMP, COMPOSITION EQUIP, EQUIPMENT GEN, GENERAL. LT� LIGHT REF. REFRIGERATOR S4S SURFACED FOUR SIDES W.C, WATER CLOSET -------
<br /> AGG� AGGREGATE CONC, CONCRIFTE Exisr. ED<is7rlNG GL. GLASS LT�WT, LIGHTWEIGHT P,B. PUSH BUTTON REG. REGISTER RO/S ROUGH SAWN LUMBER W.F. WIDE FLANGE DRAWINGSommo El
<br /> ALT, ALTERNATE CONST. CONSTRUCTION (E) EXSTING GRT, GROUT P,C. PULL CHAIN REINF, REINFORCEMENT RE/S RESAWN LLJMBER V/.G� WIRE GLASS
<br /> ALUM� Ad-UMINUM CONT. CONTINUOUS EXP, EXPOSED GYP. GYPSUM M�C. MEDICINE CABINET PART, PARTITIOP' REQ. REQUIRED W,H� WXT"ER HEATER W
<br /> ANCH. ANCHOR CTSK. COUNTERSUNK Dff� EXTERIOR M�H. MANHOLE PL� -)LATE RES� RESISTANT T� TREADS v/.k WROUGHT IRON
<br /> APPROX, APPROXIMATE(LY) CU,FT, CUBIC FEET H�B. HOSE BIB M,O, MASONRY OPENING PROPERTY LINE RESIL. RESILIENT T&B TOP AND BOTTOM W.P� WATERPROOF TITLE SHEEF,
<br /> ASPI-L ASPHALT
<br /> CU,IN, CUBIC INCH(ES) F.A�U, FORCED AIR UNIT H,C� HOLLOW CORE MACH. MACHINE PLAS, PLASTER RET� RETAINING T&G TONGUE AND GROOVE VIA, WATER-RESISTANT PROJECT DATA,
<br /> ASTM AMERICAN SOCIL7Y OF CUYD. CUBIC YARD(S) F.D� FLOOR DRAIN H�M� HOLLOW METAL MAX� MAXIMUM PLWD. PLYWOOD RF. ROOF, ROOFING TO.B. TOP OF BEAM Vl/,S. WEATHERSTRIPPING
<br /> TESTING MATERIALS F.F. FINISH FLOOR H�R� HANDRAIL MBM MTL, BLDG. MANUFACTURER PLSTC. PLASTIC RM� ROOM T.O.C� TOP OF CONCRETE W,W,F, WELDED WIRE FABRIC VINlICITY MAP�
<br /> D.F.DF DOUGLAS FIR F,H�& FLKr HEAD SCREW HD. HEAD MECI+ MECHANICAL PNL, PANEL RO. ROUGH T.O�CB, TOP OF CURB W/O WITHOUT AND DETAIL
<br /> B4O.B. BOTTOM OF BEAM D,S, DOWN SPOUT F.H,W,S, FLAT HEAD WOOD SCREW HDR, HEADER MEMB. MEMBRANE PORC. PORCELAJN T.0,P, TOP OF PAVING WD� WOOD
<br /> NOTE:
<br /> BD� BOARD DBL� DOUBLE F.J, FLOOR JOIST(S) HDWD. HARDWOOD MFG, MANUFACTURER PR. PAIR & SOUTH T.03. TOP OF SHEATHING WT. WEIGHT
<br /> BLDG� BUILDING DET. DETAIL F.03, FACE OF BEAM HORIZ. HORIZONTAL MIN. MINIMUM PRCST, PRECAST &c. SOLID CORE T,O,W. TOP OF WALL THIS PROJECT SHALL COMPLY WITH THE 2007
<br /> BLKG, BLOCK(ING) DW DIAMETER F.O.C, FACE OF CONCRETE HR, HOUR MIR, MIRROR PREFAB, PREFABRICATED S.D. STORM DRAIN TEL� TELEPHONE YD. YARD EDITIONS OF -rHE CALIFORNIA BUILDING CODE,
<br /> BLW, BELOW DIAG, DIAGONAL EO.M� FACE OF MASONRY H`T� HEIGHT MTG. MOUNTING % PERCENT && STAINLESS STEEL TEMP, TEMPERED MECHANICAL CODE, ELECTRICAL CODE, PLUMBING F.1 IL I E__NO- D-5661
<br /> BM. BEAM DIM. DIMENSION F.03. FACE OF STUD MTL. METAL S.V. SHEET VINYL THK, "THICK
<br /> CODE, ENERGY CODE, AND THE COUN-TY OF SAN [DRAWN BY JL
<br /> BOT. BOTTOM DISP� DISPENSER F.0,W, FACE OF WALL. I.D. INSIDE DIAMETER Q.T� QUARRY TILE s & p SHELF AND POLE THRES, THRESHOLD
<br /> JOAQUIN CODE.
<br /> DN,,DN DOWN F.S, FLOOR SINK IN, INCH N. NOR"l H QRY, QUARRY SCHED, SCHEDULE THRU THROUGH DATE 12-2006
<br /> C�& CATCH BASIN DR� DOOR FDM FOUNDATION INC� INCORPORATED N,I,C� NOTIN CONTRACT QTY� QUANTITY SECT, SECTION TYP. TYPICAL
<br /> C.I. CAST IRON DW� DISHWASHER FIN, FINISH INFO. INFORMATION N.M& NOT TO SCALE SHT, SHEET SCALE AS NOTFID
<br /> C�j. CONSTRUCTION JOINT DWG. DRAWING FLASH. FLASHING INSUL. INSULATION NAT. NATURAL R� RISERS SHTG, SHEATHING Ul, UNDERWRI-TERS' LABORATORY ON THIS DRAWING IS NOT FINAL AND IS NOT To BE USED FOR CONSTRUCTION SHEET
<br /> CEILING JOIST(S) FLR, FLOOR INT". INTERIOR NEC. NECESSARY R.A�G. IETURN GRILL Sim, SIMILAR U.MO� UNLESS NOTED OTHERWISE UNTIL- STAMPED AND WET-SIGNED BY THE PROJECTENGINEER,
<br /> C.M,U� CONCRETE MASONRY UNIT E EAs,r FLUOR. FLOURESCENT INV INVERT NO, NUMBER R,D� ROOF DRA,,� SPEC, SPECIFICATION(S) UR, URINAL Cor*truction con"otor agrees that In acoordance with generalty ac�oepted constniction practices,construcbion El
<br /> C�N. CONTROL JOINT E.J, EXPANSION JOINT FP. FIREPLACE NOM� NOMINAL R/O ROUGH OPENING SQ. SQUARE mritractor will be iequired to assurne soie and complete responsibility for job site conditions dumg the coUrse of
<br /> oonstructon of the project, including safety of all Msons and pr(Verty;tat this rOqUirornent shafl be made to app�/
<br /> urly and not bo limIted to normal working hours,and constructi(xi oontractor furthor agroes to deforxJ,indernnify Tl
<br /> z�onal hami6w from any and all liability,real or alleged,in connection wM the perforrnarce of
<br /> and hold design profez ITE I
<br /> work on this project,exwptir)g liabilIty adsing fr(xn the cx)ID negligenco of de�slgn profeask)nal. No
<br /> 20 LIST OF ABBREVIATIONS
<br /> 1 OF 7 SHEETS
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