Wills Park Batting Pavillion Alpharetta, GA

Transcription

1 GENERL NOTES. ll work shall be prepared in aordane with all appliable National, State, & Loal Codes & Regulations inluding the merians with Disabilities t.. The rhitet may authorize at any point minor hanges in work not involving adjustments in ontrat sum via rhitet's Supplemental Instrutions (SI) whih are onsistent with the intent of the Contrat Douments. 3. ll Drawings, Speifiations, & other douments prepared by the rhitet & rhitet's onsultants are instruments of servie solely for this projet. 4. The General Contrator shall review Plans, Elevations, & Details before determining the elevation of the finished floor above finished grade. Site onditions may require modifiations to suh design elements as the number of steps to grade, et - oordinate w/ rhitet. 5. The General Contrator shall visit the site and surrounding areas to beome familiar with the work required prior to any on-site onstrution or mobilization.. The rhitet shall not be responsible for the onstrution means, methods, tehniques, sequenes, or proedures or safety regulations in onnetion with work. These shall be the sole responsibility of the Contrator under these Constrution Douments. 7. ll existing onditions shall be field verified by the General Contrator prior to onstrution.. ll dimensions and elevations shall be heked by the General Contrator prior to onstrution. ny adjustments and / or orretions shall be marked and brought to the attention of the rhitet prior to onstrution. 9. ll dimensions are taken to the fae of stud or outside fae of onrete or blok unless noted otherwise.. The ontrator is autioned against saling onstrution douments. If any disrepanies exist, the ontrator shall ontat the arhitet prior to proeeding with work.. The General Contrator shall assume responsibility to aount for non-typial soils onditions inluding, but not limited to, the presene of lay or ground water.. See Plans and Elevations for window alignments, type, and muntin patters. Window sizes are as speified. Notify rhitet if speified size is not available from Manufaturer. 3. Provide flashing at all windows and doors in exterior walls throughout. Provide all wall, base, ap, thru-wall, and ounter flashing required to prevent entrane of moisture and water into building. 4. Provide moisture resistant gypsum board (DensGlass/ paperless) in all "wet" areas. 5. The General Contrator shall review floor finishes. ll finished floors shall be flush to adjaent floor systems whether of similar or dissimilar materials.. Coordinate loation of utility meters with site plan. Minimize visual impat of meters by keeping them as low as possible. 7. The General Contrator shall ompare rhitetural plans and setions with Strutural / MEP Plans and Setions and report any disrepanies to the rhitet prior to fabriation, eretion or installation of any strutural / MEP members.. ll Strutural, MEP, Fire Safety, and Civil douments are by others. 9. The Contrator is responsible for providing all speial inspetions as required by Chapter 7 of the International uilding Code. CODE COMPLINCE International uilding / NFP Life Safety Code Data uilding Oupany Classifiation (LSC Chapter ) rea llowed per Floor (IC - Table 53) rea Provided per Floor Minimum Standard Codes as Mandated by the Georgia Department of Community ffairs: International uilding Code, Edition, with Georgia mendments (4)(5) International Residential Code, Edition, with Georgia mendments (4) (4 Presriptive Dek Details)(5) International Fire Code, Edition, with Georgia mendments (4)(5) International Fuel Gas Code, Edition, with Georgia mendments (4)(5) International Mehanial Code, Edition, with Georgia mendments (4)(5) International Plumbing Code, Edition, with Georgia mendments (4)(5) National Eletrial Code, 4 Edition, with no Georgia mendments International Energy Conservation Code, 9 Edition, with Georgia Supplements and mendments () () NFP Life Safety Code D Standards Call the City of lpharetta Inspetions Department Division for the latest addition in fore and for any amendments to these odes. Enforement of these odes is the responsibility of the City of lpharetta and all questions relating to it should be direted to the uilding Inspetions Department... - ssembly (IC Set. 33 -ssembly Group -5) "" Oupany - Unlimited,95 sf Wills Park atting Pavillion lpharetta, G loated at 95 Wills Rd lpharetta, G 39 SCOPE OF WORK: Demolition of existing batting age. Construt replaement batting pavilion VICINITY MP PROJECT TEM usiness Owner City of lpharetta Rereation & Parks Contat: Mike Perry 5 Old Milton Pkwy lpharetta, G 39 ell: mperry@alpharetta.ga.us rhitet Contat: Rik LaRosa 4 Shiloh Road, Suite 3 tel fax rlarosa@rdesignworks.om PROJECT SITE Strutural Dunlap ssoiates Contat: Steve Dunlap 344 lue Springs Rd tel sdunlapassoiates@yahoo.om Oupant Load (LSC Table) Type of Constrution (IC -.5) uilding Height llowane (IC - Table 53) uilding Height Provided High Rise Criteria Invoked Number of Stories llowed (IC - Table 53) Number of Stories Provided Fire Rating (IC - Table ) Mixed Oupany Separation Rating (Table 5.4) Fire Paritions (IC - 7.) earing Walls (Exterior) earing Walls (Interior) Corridor Walls (IC - Table.),95 SF / 5 = 39 OCCUPNTS V unproteted, non-sprinkled Unlimited ±'- 4" Yes Unlimited Stories Walls & Partitions No (uilding top floor is less than 75' above lowest level for fire truk aess) Stair wells Elevator Walls Trash Chute Enlosure Strutural Columns Strutural eams Floor / Ceiling ssembly Roof ssembly Smoke Separation / Draftstopping (IC ) Fire Protetion System (LSC ) Sprinkler System Stand Pipes Required Fire Extinguishers lb C Surfae Mounted Stairs (LSC - Table ) Required: None Required: Provided: Type: Opening Protetives (IC - Table 7.5) Yes No Provided: Yes No Yes Yes Yes Wet Max Distane llowed: 75 feet Stair Width Min. Width Required: 3" Min. Width Provided: Number of Floors Conneted Exits Required (LSC ) Per Room Horizontal Exits Provided Travel Distane (LSC - Table.7.) Dead End Corridor (LSC - Table.7.) None Per uilding: - Per Floor: - Maximum llowed: Maximum llowed: No No No Dry 5' (unsprinkled) Maximum Provided: ±35' ' Maximum Provided: Units of Egress (LSC - Table ) Required: Provided: Roof ess (IC ) tti Ventilation Required (IC ) Stair Ladder Stair Tower Yes No DRWING INDEX CS LSP ESC- C-. C-. S-. S-. E-. Cover Sheet rhitetural Life Safety Plan Existing / Demolition Site Plan Proposed Site Plan Proposed Slab Plan & Column Layout RCP Roof Plan Exterior Elevations Setions & Details Civil Erosion, Sediment Control Enhaned Swale Details Erosion Control Details Strutural Foundation Plan Foundation Details Eletrial Eletrial Plan Progress Set id Set -.. Permit Set - WORKS 4 Shiloh Rd, Ste 3 tel Kennesaw, Ga 344 fax lak Dog Trail tel P.O. ox 44 Morganton, G 35 lpharetta, Georgia RDW #59 Progress Set

2 .7 CHIN LINK FENCING Shiloh Road NW Suite #3 Phone Fax SETING RE 7 lak Dog Trail lue Ridge, G 353 Phone SELL FIELD PROPOSED CHIN LINK FENCE. MTCH VINYL COTED FENCING OF FIELD. P.R. ' GTES SELL FIELD.5 TRVEL DISTNCE: 37' - 4" LIGHTING POLES LIFE SFETY PLN TRVEL DISTNCE: ' - 7" 7.7 PROPOSED CHIN LINK FENCE LIFE SFETY PLN ' ' SCLE: " = '-" 5' 5' 5' 59 LSP Copyright 5

3 GENERL DEMOLITION NOTES SYMOL DESCRIPTION REMRKS REMOVE / RELOCTE STORGE CONTINER Y OWNER DEMOLISH CONCRETE SL, GRVEL ED ND ELECTRICL SYSTEM Y G.C..7 CHIN LINK FENCING 3 DEMOLISH CHINLINK FENCING Y G.C. 4 RELOCTE SCOREORD Y G.C Shiloh Road NW Suite #3 Phone Fax COVERED SETING RE 7 lak Dog Trail lue Ridge, G 353 Phone TRIL SELL FIELD LIMITS OF CONSTRUCITON 4 INSTLL SILT FENCE T OUNDRIES OF SITE DISTURNCE. SEE DETILS ON C-.. LIGHTING POLE 5'-" TO EXST. SL FROM UTILITY POLE DRINGE SWLE SELL FIELD DEMOLITION/EROSION CONTROL PLN LIMITS OF CONSTRUCITON TTING CGE (CONCRETE SL) 3 SF SURFCE DRIN TO E RELOCTED MINTIN DRINGE CPCITY OF SWLE THROUGHOUT CONSTRUCTION. SEE DETIL Ds/C-. LIMITS OF CONSTRUCITON 7.7 INSTLL SILT FENCE T OUNDRIES OF SITE DISTURNCE. SEE DETILS ON C-.. LIGHTING POLE PREPRE PPROX 5'-" OF DRINGE SWLE FOR DRINGE ENHNCEMENT. DHERE TO EROSION CONTROL NOTES ND G STORMWTER MNGEMENT DIRECTIVES. MINTIN DRINGE TO GRTE DURING CONSTRUCTION. SEE DETILS ON SHEET C-. MINTIN VEGETTION ND GROUND COVER ON SLOPE THROUGHOUT CONSTRUCTION. SEE DETIL Ds/C-. CHIN LINK FENCING 3 INSTLL SILT FENCE T OUNDRIES OF SITE DISTURNCE. SEE DETILS ON C-.. GRTED INLET. PROTECT PER DETILS ON SHEET C-. / DEMOLITION SITE PLN ' ' SCLE: " = '-" 5' 5' 5' Copyright 5

4 NOTES:.7 CHIN LINK FENCING. ll areas to reeive strutural fill to be leared, stripped and free of topsoil, roots, stumps, and all other deleterious material. Strutural fill to be lean from organis and all other deleterious material. Fill to be plaed in maximum lifts and ompated to at least 95% standard protor maximum density and to within 3%+ of the optimum moisture ontent, unless otherwise speified in the projet geotehnial report or by the projet geotehnial engineer. ll fill soils to be plaed under the observation of the projet geotehnial engineer. Doumentation of ompation testing shall be provided to Land Disturbane tivity Inspetor for all roadway onstrution in right-of-way. (Inluding deeleration lane) Contat Land Disturbane tivity Inspetor prior to onstrution for further testing requirements. 9 SETING RE Failure of the ontrator to perform the presribed erosion ontrol praties shall result in the immediate issuane of a stop-work order for the projet site, pursuant to UDC 3...F..d. 3. Maintenane of all soil erosion and sedimentation ontrol praties, whether temporary or permanent, shall be the responsibility of the owner. 4. ll disturbed areas must be vegetated within 4 days of final grade. 5. ll fill slopes shall have silt fene at the toe of the slope.. This site does not ontain any state waters or wetlands. 7. The esape of sediment from the site shall be prevented by the installation of erosion and sediment ontrol measures and praties prior to, or onurrent with, land-disturbing ativities.. Erosion ontrol measures will be maintained at all times. If full implementation of the approved plan does not provide for effetive erosion ontrol, additional erosion and sediment ontrol measures shall be implemented to ontrol or treat the sediment soure. 9. The Contrator shall remove sediment one it has aumulated to one-half the original height of the silt fene used for erosion ontrol. 4 Shiloh Road NW Suite #3 Phone Fax lak Dog Trail lue Ridge, G 353 Phone SELL FIELD. Maximum ut or fill slopes are horizontal: vertial. PROPOSED 4'-" HIGH CHIN LINK FENCE. MTCH DJCENT VINYL COTED FENCING OF FIELD. P.R. ' GTES SELL FIELD. ny disturbed area left exposed for 4 days shall be stabilized with mulh or temporary seeding.. ll silt fene shall be Type C (or Type S). 3. The onstrution exit shall be maintained in a ondition, whih will prevent traking or flow of mud onto publi right-of-way. This may require periodi top dressing with stone, as onditions demand. (ll materials spilled, dropped, washed, or traked from vehile or site onto roadway or into storm drain system must be removed immediately by sweeping.) 7.7 STLIZE RE WITH PERMNENT VEGETTION. SEE DETIL Ds3/C-. 5'-" FROM EXST. SL SIM. REV. STLIZE RE WITH PERMNENT VEGETTION. SEE DETIL Ds3/C-. 4'-3 4 " SL FROM EXST. CONCRETE SL,47 GSF FFE = 7.' 5'-9 3 " SL FROM EXST. LIGHTING POLES 4'-" FROM EXST. SL SIM. REV. GC TO OOT LL D.S. & ROUTE RUNOFF TO ENHNCED SWLE PROPOSED 4'-" HIGH CHIN LINK FENCE. MTCH DJCENT VINYL COTED FENCING OF FIELD. STLIZE RE WITH PERMNENT VEGETTION. SEE DETIL Ds3/C-. "Ø PVC. ENHNCED SWLE OR ROUTE TO STORM INLET LIGHTING POLES '-" HIGH MX 4. ll storm drains and drop inlets will have 4 permanent pollution prevention markers installed prior to inspetion. Markers are available at City of lpharetta Department of Community Development The Contrator will maintain storm water runoff ontrols at all times. dditional ontrols will be installed if determined neessary by City inspetion.. Irrigation systems are not allowed within the publi right-of-way. 7. t least one person on a projet or site must have ompleted the Level Erosion Eduation & Training Course and be ertified by GSWCC.. Subontrators must omplete either Level Erosion Eduation & Training Course or attend Subontrator wareness seminar. 9. Landsaping, fening, or safety benhes per Georgia Stormwater Management Manuel required around stormwater management failities.. The City will require a maintenane bond to remain in plae on all publi improvements (inluding but not limited to urb and gutter, sidewalk, pavement and base, pavement markings and street signs or signalization, the entire projet storm system both inside and outside right-of-way, detention and water quality devies) for a minimum of year after final plat sign-off or until the final ertifiate of oupany is issued, whihever is longer. This bond should be granted for one-year and renewed until the final ertifiate of oupany is issued. GGE VINYL COTED WIRE FRIC 3 " x.4" '-" O.C. MX SPCING PROPOSED SITE PLN PROPOSED 4'-" HIGH CHIN LINK FENCE. MTCH DJCENT VINYL COTED FENCING OF FIELD. NEW ENHNCED SWLE. SEE DETIL SHEET C-. 7 GGE OTTOM TENSION WIRE GRTED INLET. SEE DETIL Sd-F POST FOUNDTION SIZE - "Ø x 4" DEEP POURED CONCRETE PROPOSED SITE PLN ' ' SCLE: " = '-" 5' 5' 5' TYP. CHIN LINK FENCE DETIL SCLE: " = '-" Copyright 5

5 -5. KEYNOTES SYMOL DESCRIPTION REMRKS SIM. REV. 9'-" OUT-TO-OUT OF STEEL LINE ' X ' TTING CGE '- 3 4" X ' PITCHING LNE 3 ' X 3' SOFT TOSS RE SECURE OWNER PPROVL OF FINL PRODUCT. 4 4' X 7' WLK '-" 3'-4" '-" SLIDE SLIDE 3 SLIDE 7 '- 3 4 " 7 UNPDDED TURF OVER 4" CONCRETE SL (SEE ITEM 7 FOR PD, SEE STRUCTURL FOR SL),3 SF (INSIDE COLUMNS),95 GSF SLIDE SLIDE SLIDE SLIDE SLIDE SLIDE 5 TYP. 7 4 SIM. REV. 7'-" OUT-TO-OUT OF STEEL LINE 5 7 STEEL LINE EDGE OF FOUNDTION LINE #3 NYLON NETTING W/ NYLON CORD RETRCTLE #3 NYLON CURTIN NETTING W/ NYLON CORD UNPDDED TURF PDDED COLUMNS (TYPICL FOR LL COLUMNS). GENERL CONSTRUCTION NOTES:. SECURE OWNER PPROVL OF LL TTING PRODUCTS NOTED ON DRWINGS.. UILDING STRUCTURE TO CONSIST OF PRE-ENGINEERED RIGID FRME ENTS CLER SPNNING FROM COLUMN LINE TO COLUMN LINE F. 3. UILDING TO E OPEN WITH STNDING SEM METL ROOF OR EQUL. 4. METL UILDING SIS SS, INC. ETTER SELL PRODUCT. or equal. OWNER PPROVL. SECURE OWNER PPROVL OF FINL PRODUCT. ETTER SELL. or equal PL75 Color: Green Pile Ht: 9/", Pile Wt: 3 oz LCO PRODUCT. or equal kennyhoward@aalose.om PROPOSED SLPLN & COLUMN LYOUT 4 Shiloh Road NW Suite #3 Phone Fax lak Dog Trail lue Ridge, G 353 Phone SLIDE 9'-4" 3'-" 9'-4" PROPOSED SL PLN & COLUMN LYOUT SCLE: 4" = '-" ' 4' ' ' ' ' Copyright 5

6 LIGHTING SCHEDULE SYM MNUFCTURER MODEL# DESCRIPTION ELEC. REQUIREMENTS QUNTITY *H.E. WILLIMS, INC. EGL-4-L9/5-HI ENCLOSED GSKET LUMINIRE V / 9W /. 5 *OR EQUIVLENT CEILING TYPE LEGEND - OPEN TO METL PURLINS & DECK OVE. 4 Shiloh Road NW Suite #3 Phone Fax STEEL LINE 7 lak Dog Trail lue Ridge, G 353 Phone EDGE OF FOUNDTION LINE - - REFLECTED CEILING PLN REFLECTED CEILING PLN SCLE: 4 " = '-" ' 4' ' ' ' ' Copyright 5

7 9'-" OUT-TO-OUT OF STEEL DOWNSPOUTS, TOTL, 3" X 4" MINIMUM GUTTER SIZE x" MINIMUM GUTTER SIZE 3'-4" 3'-" 3'-4" 4 Shiloh Road NW Suite #3 Phone Fax lak Dog Trail lue Ridge, G 353 Phone SLOPE : 35'-" 35'-" ROOF PLN SLOPE : ROOF PLN SCLE: 4" = '-" ' 4' ' ' ' ' Copyright 5

8 METL C-CHNNEL FOR NETTING CONNECTIONS. CONTINUOUS ROUND LDG. PERIMETER G. R, GLVLUME.O. RIDGE + 7'-" 4 Shiloh Road NW Suite #3 Phone Fax T.O. PLTE + 4'-" 7 lak Dog Trail lue Ridge, G 353 Phone '-" 4" CONCRETE SL T.O. CONCRETE SL + '-" END WLL ELEVTION SCLE: " = '-" G. R, GLVLUME METL C-CHNNEL FOR NETTING CONNECTIONS. CONTINUOUS ROUND LDG. PERIMETER.O. RIDGE + 7'-" EXTERIOR ELEVTIONS T.O. PLTE + 4'-" 4'-" 4" CONCRETE SL T.O. CONCRETE SL + '-" SIDE WLL ELEVTION SCLE: " = '-" 59 Copyright 5

9 D / F CP G. R. GLVLUME FLNGE RCE.O. RIDGE + 7'-" T.O. PLTE + 4'- " 4 Shiloh Road NW Suite #3 Phone Fax lak Dog Trail lue Ridge, G 353 Phone " CONCRETE SL T.O. CONCRETE SL + '-" UILDING SECTION SCLE: 4" = '-" G. R. GLVLUME FLNGE RCE CONTINUOUS CONCRETE FOOTING.O. RIDGE + 7'-" T.O. PLTE + 4'-" SECTIONS & DETILS 4" CONCRETE SL T.O. CONCRETE SL CONTINUOUS CONCRETE FOOTING END WLL FRMING ELEVTION SCLE: 4" = '-" Copyright 5

10 EROSION CONTROL LEGEND OLD MILTON PRKWY SYM DESCRIPTION CONSTRUCTION VEHICLE ENTRNCE PVED WLK PTH. GC TO REPIR/REPLCE S NEEDED UPON COMPLETION OF CONSTRUCTION TO LOOK LIKE NEW CONDITION. GC TO PROVIDE GEO TERR MTS OR EQUL PRODUCT DJCENT TO WLKPTH TO PROVIDE PROTECTION FOR LNCPE RE. PROVIDE MIN. '-' DRIVE WIDTH WHEN DDED TO WLKPTH PVING. REPLCE LNCPE S NEEDED UPON COMPLETION OF CONSTRUCTION TO LIKE NEW CONDITION. TR GC TO PROVIDE/INSTLL/REMOVE TREE SVE FENCE. SD-S GC TO PROVIDE/INSTLL/REMOVE EROSION CONTROL FENCE. SEE SHEET C-. FOR DETILS. 4 Shiloh Road NW Suite #3 Phone Fax DISTURED RE STILIZTION (TEMPORRY SEEDING) KEYNOTES TED CONSTRUCTION STGING RE. GC TO RESTORE TO LIKE NEW CONDITION T COMPLETION OF PROJECT. GC TO PROVIDE RMP TO PROTECT CUR FROM DMGE DURING CONSTRUCTION. 3 GC TO ENSURE PRKING LOT DRINGE IS NOT LOCKED Y STGED EQUIPMENT/MTERILS. 4 GC TO ROUTE LL EQUIPMENT/MTERILS ROUND TREES/ PLNTINGS IN THIS RE. 5 GC TO MINTIN PEDESTRIN USE OF SIDEWLK DURING CONSTRUCTION. 7 lak Dog Trail lue Ridge, G 353 Phone GC TO VERIFY LOCTION OF IRRIGTION LINES/UNDERGROUND UTILITIES PRIOR TO STRTING WORK. REPIR/REPLCE NY SYSTEM DMGED DURING CONSTRUCTION. 3 3 SEE DWG C-. FOR STILIZTION/ESC DETILS/NOTES GC TO CLEN & REPIR DMGED WLK PTHS S NEEDED TO LIKE NEW CONDITION. SEE DETIL PROVIDED THIS DWG FOR PTH REPIR 5 COORDINTE W/ PRKS & REC DEPT. FOR CLOSING OF WLK PTHS IN RE OF WORK. CONTCT: MIKE PERRY EROSION, SEDIMENT CONTROL GENERL KEYNOTES (TREE SVE FENCE INDICTES LIMIITS OF CONSTRUCTION) TR TR (TREE SVE FENCE INDICTES LIMIITS OF CONSTRUCTION) TR (TREE SVE FENCE INDICTES LIMIITS OF CONSTRUCTION).. SPHLT PTH DETIL SCLE: NTS SD-S PROPOSED TTING PVILION SD-S STREM TR WLK PTH (TREE SVE FENCE INDICTES LIMIITS OF CONSTRUCTION) 59 EROSION, SEDIMENT CONTROL SCLE: " = 5'-" 5' ESC- ' Copyright 5

11 4 Shiloh Road NW Suite #3 Phone Fax ENHNCED SWLE DETIL 7 lak Dog Trail lue Ridge, G 353 Phone K.W. 59 ENHNCED SWLE SCLE: NTS C-. Copyright 5

12 4 Shiloh Road NW Suite #3 Phone Fax EROSION CONTROL DETILS 7 lak Dog Trail lue Ridge, G 353 Phone K.W. 59 EROSION CONTROL DETILS SCLE: NTS C-. Copyright 5

13 4" 3'-" 9'-" 3'-" 3'-" 4" '-4" '-" '-" '-" '-" '-" '-" '-" '-4" 7'-" 4" 3'-4" 3'-4" 3'-4" 4" '-4" '-" '-" '-" '-" '-" '-4" CONTROL JOINT (), TYP. FOUNDTION PLN SCLE: 4" = '-" D S-. C S-. 4" 4 PSI CONCRETE SL W/ MODULUS OF SUGRDE RECTION OF >. X W / W WWF REINF. O/ MIL VPOR RRIER O/ 4" #57 GRVEL O/ COMPCTED ERTH, K= UILDING STRUCTURL FRMING TO E PRE-ENGINEERED Y OTHERS. GC/PEM COMPNY TO COORDINTE w/ UILDING DEPRTMENT TO OTIN NECESSRY PERMIT FOR STRUCTURE T TIME OF CONSTRUCTION. LIST OF UILDING LOD CRITERI IS PROVIDED ON DWG S-. FOR PEM FRICTOR'S REFERENCE. STEEL LINE EDGE OF FOUNDTION LINE FOOTING SCHEDULE MRK SIZE REINFORCING E.W. REMRKS 4' X 4' X ' 3 - #4 E.W. SEE C/5. ' X' CONTINUOUS 3 - #4 CONT. SEE D/5. FOUNDTION ND SL-ON-GRDE. FOUNDTIONS RE ED TO ER ON RESIDUL SOIL OR COMPCTED FILL WITH N LLOWLE ERING CPCITY OF PSF. ERING CPCITY MUST E VERIFIED Y GEOTECHNICL ENGINEER PRIOR TO CONCRETE PLCEMENT. IF SOIL TEST DISCLOSE LESSER ERING CPCITY, THIS FOUNDTION SYSTEM IS VOID ND MUST E RE-ED.. FILL SOILS SHLL HVE COMPCTION TEST PERFORMED Y GEOTECHNICL ENGINEER. 3. SOILS UNDER FOOTING RE TO E COMPCTED TO 9% OF THE STNDRD PROCTOR DENSITY; SOILS UNDER SLS TO E COMPCTED TO 95% OF THE STNDRD PROCTOR DENSITY. 4. PLCEMENT OF WELDED WIRE MESH IN SL, WHERE SPECIFIED, SHLL E T CONSISTENT DEPTH OF " TO " FROM TOP OF SL. OVERLP ECH REINFORCING SHEET TWO FULL PNELS ND TIE CROSS WIRES ON ECH SIDE. 5. SL-ON-GRDE CONTROL JOINTS. SEE PLNS ND DETILS.. SL-ON-GRDE. SEE PLNS ND DETILS. REINFORCED CONCRETE. LL CONCRETE WORK SHLL CONFORM TO CI 33 "SPECIFICTIONS FOR STRUCTURL CONCRETE FOR UILDINGS", LTEST EDITION. IS SED ON CI 3-5, "UILDING CODE REQUIREMENTS FOR STRUCTURL CONCRETE". USE OF CLCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SLTS IN CONCRETE IS NOT PERMITTED. 3. NO DDITIONL WTER SHLL E DDED TO THE CONCRETE T THE JO SITE. 4. CONCRETE COMPRESSIVE STRENGTH TEST RESULTS SHLL E VILLE T THE JO SITE. 5. SUMIT CONCRETE TEST PERFORMED Y N CI CERTIFIED TESTING LORTORY FOR SEVEN ND TWENTY-EIGHT DY CONCRETE TEST CYLINDER REKS.. WELDED WIRE FRIC SHLL CONFORM TO SM THE OTTOM OF LL FOUNDTIONS SHLL EXTEND MINIMUM OF " ELOW THE TOP OF FINISH GRDE.. REINFORCING STEEL SHLL CONFORM TO STM 5, GRDE. 9. UNLESS NOTED OTHERWISE, LL CONCRETE SHLL E NORML WEIGHT ND HVE THE FOLLOWING MINIMUM CONCRETE STRENGTHS. FOUNDTIONS , PSI SL-ON-GRDE , PSI FOUNDTION PLN 4 Shiloh Road NW Suite #3 Phone Fax lak Dog Trail lue Ridge, G 353 Phone S-. Copyright 5

14 3/4" MIN. /" 4 Shiloh Road NW Suite #3 Phone Fax lak Dog Trail lue Ridge, G 353 Phone SL ON GRDE CONST. JOINT DETIL SCLE: SCLE: " = '-" SL ON GRDE CONTROL JOINT DETIL " = '-" THREDED ROD, REF (4) 3/4" Ø,,MIN. " EMED, 3 /" PROJ., COORDINTE SIZE, QUNTITY ND LOCTION W/ MTL. LDG. ERECTION DRWINGS. FOUNDTION DETILS SEE CIVIL. 3" 3" '-" " '-" '-" " '-" 3" CLR. 3" CLR. 3" 3" CLR. CLR. 4'-" '-" C FOUNDTION DETIL SCLE: " = '-" D CONTINUOUS FOOTING DETIL SCLE: " = '-" 59 S-. Copyright 5

15 LIGHTING SCHEDULE SYM MNUFCTURER MODEL# DESCRIPTION ELEC. REQUIREMENTS QUNTITY *H.E. WILLIMS, INC. EGL-4-L9/5-HI ENCLOSED GSKET LUMINIRE V / 9W /. 5 *OR EQUIVLENT XXX-XX XXX-XX 5'-" CEILING TYPE LEGEND - OPEN TO METL PURLINS & DECK OVE. 4 Shiloh Road NW Suite #3 Phone Fax '-4" 4'-" 5'-3" 4'-" 5'-3" 4'-" '-4" 7 lak Dog Trail lue Ridge, G 353 Phone '-" - QUD OUTLET IN WETHER PROOF OX MOUNTED TO COLUMN, TYP. "FF. '-" ELECTRICL PLN 5'-" K.W. ELECTRICL POWER PLN SCLE: " = '-" 59 E-. Copyright 5