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Im <br />_1L1.._ 1 1 11 ! _ I L. <br />FOUNDATION PLAN NOTES: <br />1. <br />FLOOR DRAIN GRATES SHALL BE FLUSH WITH FINISHED FLOOR ALL FLO, <br />TO BE 1 /2" BELOW FINISHED FLOOR. <br />2. <br />SLOPE FLOOR 1 /16" PER FOOT MIN. AT ALL FLOOR DRAINS AND FL001 <br />SHOWN. <br />3. <br />ALL SIMPSON HOLD DOWNS TO BE STAINLESS STEEL OR Z-MAX G185 <br />GALVANIZED COATING. <br />4. <br />ALL SILL PLATE ANCHOR BOLTS TO BE STAINLESS STEEL OR G185 HOT <br />GALVANIZED. <br />5. <br />ALL STEEL IN CONTACT WITH TREATED WOOD TO BE STAINLESS STEEL C <br />HOT DIPPED GALVANIZED. <br />SOIL <br />PREPARATION NOTES: <br />1. <br />PROVIDE POSITIVE DRAINAGE FOR ALL TRENCHES DURING CONSTRUCTOOI` <br />ALLOW ANY PONDING OF WATER DURING CONSTRUCTION. <br />2. <br />THE SOIL BENEATH THE BUILDING AND 5 FEET AROUND THE PERIMETEF <br />TREATED AS FOLLOWS: <br />A. STRIP THE AREA OF ALL VEGETATION <br />B. PROOF ROLL THE SITE WITH A TANDEM AXLE LOADED DUMP TRUCK <br />DIRECTIONS. ANY AREAS WHICH ARE NOTED TO RUT OR PUMP EXCE`. <br />SHALL BE UNDERCUT AND BACKFILLED WITH COMPACTED ON SITE S01'. <br />SELECT FILL ACCORDING TO THE COMPACTED REQUIREMENTS NOTED E <br />C. THE NEXT 8 INCHES SHALL BE THOROUGHLY SCARIFIED, WITH WATE <br />RAISE THE MOISTURE CONTENT TO WITHIN 2 PERCENTAGE POINTS OF <br />AND RE -COMPACTED TO A DENSITY IN THE RANGE OF 95% TO 100% <br />STANDARD PROCTOR. THE FIRST LIFT SHALL BE PLACED ON THE COM <br />SUBGRADE WITHIN EIGHT HOURS OF COMPLETING THE COMPACTION. <br />D. THE FILL REQUIRED TO RAISE THE BUILDING TO BENEATH THE FLOC <br />SHALL BE EITHER ON SITE FILL OR SELECT FILL. THE SELECT FILL St <br />A PLASTICITY INDEX BETWEEN 5 AND 15 AND A LIQUID LIMIT LESS Th <br />PLACE THE FILL IN 8 INCH LIFTS AND COMPACT TO AT LEAST 95% 0 <br />STANDARD PROCTOR. ANY AREAS OF LOOSE FILL OR DELETERIOUS MA <br />SHALL BE REMOVED AND FILLED AS NOTED. <br />3. <br />THE FOUNDATION DESIGN DOES NOT APPLY TO SITES ON EXPANSIVE S( <br />LOCATIONS WITH A WATER TABLE WITHIN 5 FEET OF THE SURFACE OR AR <br />SOIL WHERE THE STRENGTH IS QUESTIONABLE SUCH AS FILL (AS REQ'D I <br />SECTION 1802.2) EFFORT HAS BEEN MADE TO VERIFY THAT THE SUPPORT <br />ARE ADEQUATE. IF CONDITIONS SUCH AS THOSE MENTIONED ABOVE EXIST, <br />THE ENGINEER. <br />REF 8-13.13 OPP <br />3 - 13 DOWELS <br />EVERY DOOR OPENING <br />REF. -2.05 <br />r_- <br />a I� <br />VTR <br />00 <br />x. <br />ULs. CONDUIT STUB UPS <br />FROM MENUS FOR L� <br />CONTINUATION TO 7 <br />BOX REF. E-4.01 <br />- <br />CANOPY CAL. FTG. <br />REF.5-223 <br />M <br />I <br />V) <br />all <br />LA <br />PROVIDE SIMP50N HTT22 <br />NOLDOWNS * EACH END OF <br />SHEARWALLS. (4 TOTAL REO'D <br />THIS END OF BLDG.) REF. 5-3.13 <br />REFERENCE NORTH <br />FOR ROOM FINISH <br />SCHEDULE ONLY <br />.WIM <br />- - - - - - - - - - - - <br />I <br />I <br />REF 5-3.13 SIM <br />T D <br />- - L v <br />REF S-3.13 <br />60'-10" <br />2'-(boll01 <br />S-2.01 <br />e TYP. <br />- - --�� ------------ <br />- <br />F5 <br />�r FLOOR 51NK (F5) - SLOPE TO <br />DRAIN - TOP OF GRATE SHALL <br />BE FLUSH WITH FINISHED <br />FLOOR COVERING - TYPICAL <br />T 2'-9" T 2' 9'-011 <br />FINISH FLOOR <br />ELEV. 100' -0" <br />tti r <br />SINK DRAIN <br />I SIM - <br />2 (- '3 x 4'-0" <br />N51DE CORNER <br />I <br />I <br />I <br />S1L�K---- <br />DRAIN� <br />CLEAN -OUT <br />FLOOR DRAIN (FD) - SLOPE 9 <br />TO DRAIN - TOP OF GRATE <br />SHALL BE FLUSH WITH <br />- - - - - - - - FINISHED FLOOR COVERING <br />- TYPICAL <br />W � <br />I'-61/2" e <br />T C <br />J <br />, <br />OF <br />"_ <br />i <br />FD <br />6'-511 2'-6" 2'-6" 4'-10" 3'-3" 3'-0" 8'-9" / I'-1"62'-9" 3'-411 3'-4" 5'-S" <br />l 60'-10" I'-2I/2" <br />4" CONCRETE, SLAB ON GRADE W103 is I6" O.G. EA. WAY, OVER 6 MIL <br />POLYETHYLENE VAPOR RETARDER OVER 4" SAND CUSHION, COORDINATE <br />FOUNDATION REQUIREMENTS WITH SOILS REPORT <br />2 3/4" TYP. <br />I <br />I <br />MOP SINK I <br />STUB UP 2' -6 I/ " <br />G.W STUB <br />UP I <br />I <br />I <br />�1 <br />CONCRETE NOTES: <br />ALL CONCRETE SHALL HAVE A 28 DAY DESIGN COMPRESSIVE STRENGTH <br />PSI, A MINIMUM OF 5 SACKS OF PORTLAND CEMENT PER CUBIC YARD, M <br />WATER REDUCING AGENT AND A 6-7" SLUMP. <br />PROVIDE SIMPSON WTT22 HOLDOWNS g <br />2. THE MID RANGE WATER REDUCING AGENT ADMIXTURES SHALL BE CHO <br />EACH END OF SHEAR WALL. (4 TOTAL <br />ONE OF THE FOLLOWING; <br />REQ'D THI5 END OF BLDG.) REF. 5-3.06 <br />EUCON X-30 BY EUCLID <br />SILKMENT MP BY SIKA <br />PLASTTIMIX MR BY PROMIX TECHNOLOGIES <br />SARACEM 65 BY W.R. GRACE AND CO. <br />POLYHEED 997 BY MASTER BUILDERS <br />3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE AMERICAN <br />INSTITUTE STANDARDS "BUILDING CODE REQUIREMENTS FOR STRUCTURAL C <br />PROVIDE 1/2" DIA X 811 <br />(ACI 318-02) AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BU <br />ANCHOR BOLT AT 24" OC <br />(ACI 301-99) <br />AT REAR WALL <br />4. REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL <br />CONFORMING TO A.S.T.M. A-615 GRADE 60. <br />5. REINFORCING BAR, BAR SUPPORTS, AND SPACERS SHALL BE DETAILED <br />PROVIDED IN ACCORDANCE WITH THE A.C.I. DETAILING MANUAL. CHAIRS SH <br />PLACED FURTHER THAN 4 FEET APART. BAR SUPPORTS SHALL BE THE FC <br />DAYTON/RICHMOND PRODUCTS OR EQUAL: <br />6. EPDXY ANCHORS, REBAR, OR THREADED RODS, SHALL BE EITHER HILTI <br />REF 6-3.12 <br />ANCHORS OR SIMPSON EPDXY - TIE ANCHORS. INSTALL ACCORDING TO T <br />MANUFACTURER'S RECOMMENDATIONS. THIS INCLUDES CLEANING THE HOLE <br />FLOOR LIVE LOADS: 50 PSF <br />ROOF LIVE LOAD: 20 PSF <br />REF 5-3.12 SIM <br />ROOF DEAD LOAD: 18 PSF <br />GROUND SNOW LOAD: 0 PSF <br />WIND DESIGN DATA: <br />BASIC WIND SPEED (3 SECOND GUST): 110 MPH <br />WIND IMPORTACE FACTOR = 1.0 <br />REF 5-3.12 <br />WIND EXPOSURE CATEGORY: C <br />BUILDING CATEGORY: II <br />ROOF DRAIN THRU SLAB <br />ENCLOSED BUILDING <br />INTERNAL PRESSURE COEFFICIENTS: +/- 0.18 <br />ALL NEW COMPONENTS AND CLADDING NOT DESIGNED BY THE ENGINEER <br />DESIGNED AS FOLLOWS: <br />ZONE 1: 36.8 psf <br />ZONE 2: 57 psf <br />ZONE 3: 67 psf <br />EARTHQUAKE DESIGN DATA: <br />SEISMIC IMPORTANCE FACTOR, I: 1.0 <br />?NERS <br />MAPPED SPECTRAL RESPONSE ACCELERATIONS: SS=0.098 S1=0.04 <br />SITE CLASS: D <br />SEISMIC DESIGN CATEGORY: A <br />BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT -FRAMED WALLS WITH W <br />STRUCTURAL PANELS <br />DESIGN BASE SHEAR: 1.01 kips <br />SEISMIC RESPONSE COEFFICIENT: Cs=0.01 <br />RESPONSE MODIFICATION FACTOR: R=6.0 <br />ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE METHOD <br />FLOOD HAZARD INFORMATION: <br />THIS BUILDING IS NOT DESIGNED FOR FLOOD LOADS. <br />0 1 FOUND AT ION FLAN <br />4 1/4" = 1'-0" <br />rJuuvu c'>OUV�I`� <br />)R DRAINS <br />? SINKS AS <br />-10T DIPPED <br />DIPPED <br />,R G185 <br />0 <br />DO NOT <br />SHALL BE <br />IN TWO <br />SIVELY <br />OR <br />ELOW. <br />Z ADDED TO <br />OPTIMUM <br />o <br />OF <br />Q <br />'ACTED <br />0 <br />Z <br />R SLAB <br />� <br />Z <br />o <br />ALL HAVE <br />AN 30. <br />- THE <br />fERIALS <br />0 <br />o <br />ILA <br />a <br />N <br />_AS WITH <br />Q <br />°� <br />4 IBC <br />o <br />NG SOILS <br />0 <br />aaQ <br />CONTACT <br />Project 904213 <br />OF 3,000 <br />• o <br />rr <br />D RANGE <br />00 k I <br />a �v <br />3EN FROM <br />c w <br />W w <br />o <br />~ <br />!ONCRETE <br />o <br />ONCRETE" <br />�j <br />LDINGS" <br />o all <br />tn <br />4ND <br />A <br />4LL NOT BE <br />, <br />LLOWING <br />} 0 <br />HIT <br />® 61 <br />0 <br />1E <br />WITH AIR. <br />a �Z <br />U " 0 0 <br />® z N �zo <br />+� ca = Lei <br />r <br />ZZuj <br />w <br />w <br />z p w <br />now a u <br />o I, w <br />LS NZ� <br />Q e -j wQ N <br />!� moz <br />O rZ> <br />W Q`-'0 <br />� Zwo <br />wow <br />Qwr <br />Z <br />o a 3 <br />P �QO <br />SHALL BE <br />p �vof <br />nn��,, ww <br />25 <br />Z <br />�00 <br />a <br />Q <br />DOD <br />Z <br />� Q <br />O <br />-A <br />Q <br />o <br />00 <br />= <br />Oo <br />D_ <br />�O <br />IL <br />� <br />o <br />SHEE4 <br />S1 <br />DWG. <br />005080-S1 <br />