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1000 Rinehart Rd 10-2017 (a)
OWNER: AutoNation 200 SW 1 st Avenue 14th Floor Fort Lauderdale, FL 33301 (954) 769-2303 Contractor/ Hodgen Construction & Construction Development Group, Inc. Manager: 17160 Arvida Parkway Suite 4 Weston, FL 33326 (954) 727-0333 (810) 815-6160 fax Brad Hodgen brad@hodgenconstruction.com Architects: Praxis 3, P.C. 1776 Peachtree Road NW A Suite 520 South Atlanta, GA 30309 404-875-4500 404-876-8884 fax Stuart Romm Florida State License # AR0016545 sromm@praxis3.com Brian Tanner btanner@praxis3.com 0 Civil Engineer: Lochrane Engineering, Inc. 201 South Bumby Ave Orlando, FL 32803 (407) 896-3317 (407) 896-9167 fax Bob Lochrane bob. lochrane@lochrane.com Lee Mullon lee.mullon@lochrane.com Sell FL x l dx r Structural Pruitt Eberly Stone, Engineers Engineer: 1852 Century Place Atlanta, GA 30345 (770) 457-5923 (770) 457-9989 fax Greer J. Pruitt Florida State License# 30901 Michael B. Planer mplaner@pesengineers.com MEP Engineer: MEHA, Engineering Inc. 2837 Peterson Place Norcross, GA 30071 (770) 441-0019 (770) 447-6918 fax David Lu, P.E. Florida State License #65228 dlu@mehaeng.com .. ; ..- .. ,.. ,r.... .. .. ._ /: L, W...., ... s,.. ... -... ... 1. ,... Y.. t N. yd-......�.., .,..�::.... .. :.:: F`n ... f.•i •, •, pf. 4, "z ... 1. ,n 1 ..! :. .:r .i r r !- M. W M , s P.C.W In ra^ Z5 architecture, planning, design .1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax www.praxis3.com Copyright (c) 2010 Praxis3, PC All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto. This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as staled are valid on the original drawings which are 30" x 42". Rev Date Comments 01/08/08 Issued for Permit - 07/27/10 Resubmit Permit � �4e JS' _ Jf✓� L ( .Bs�s�J SANFORD BUILDING DEPT. THESE PLAINS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A'PERP41T ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WIT'N THE "NORK AND NOT AS AUTHORITY TO VIOLATE, 'CANCEL., ALTER, OR 'S;E r ASIDE ANY OF TII-M PROIASIIONS o;- THf: TECHNICAL -CODES, NOR SHALL ISSUANC'E'OF A PERMIT PREVENT THE BUILDING DEPT F'ROtvl THE'RFIAFTER REOUfRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTfdU:;rTtVX •VIOLA=fIO S -OF TI-tE-GOCX� Z. Client: Autonation 200 SW 1 st Avenue, 14th Floor FT. LAUDERDALE, FL 33301 ill Project u r t V''0 ba'�' Y o1w %I d a*% (Addition Project Number: 07032 Drawn By: DMP/JAL z Checked By: BCT O Approved : SR a- P E Y p `D Sheet h Title: W Cover Sheet z O U O LL Sheet Number: w Cn w eJ W LOCATION MAP: NOT TO SCALE s SYMBOLS: BEIrAIDN NUMBER LETTER 2 SECTION OR DETAIL A2.1 SCALE DWG. WHERE SECTION OR DETAIL IS DRAWN SECTION MARK SECTION NUMBER 3 '11/A-4 DWG. WHERE SECTION IS SHOWN SITE MAP: NOT TO SCALE NORTH COLUMN BUBBLE & GRID LINE REVISION TRIANGLE AND AREA REVISED CLOUD ELEVATION MARK ELEVATION HOLD REVISION TRIANGLE AND NUMBER AREA ON HOLD CLOUD 1 A3.1 DWG. WHERE ELEVATION IS SHOWN 100 ROOM / SPACE NUMBER 3/A4.1 DETAIL AND SHEET -- WHERE FOO— F001 DOOR NUMBER ELEVATION IS SHOWN DIMENSIONS EFEEE11 FRAME NUMBER RI DIMENSION TO FACE GRI DIMENSION TO CENTERLINE OF OF PANEL � COL. GRID DIMENSION TO - �� DIMENSION TO CENTER OR FACE CENTER OF MAT'L AS OR FACE OF MAT'L AS SHOWN SHOWN DETAIL MARK DETAIL NUMBER 1 <_ AREA COVERED INDICATES SOUND ATTENTUATION A4.1 CF BY DETAIL BATT IN PARTITION DWG. WHERE INDICATES 1 HOUR RATING DETAIL IS SHOWN 0 INDICATES 2 HOUR RATING INDICATES 3 HOUR RATING ABBREVIATIONS: @ AT L ANGLE A.B. ANCHOR BOLT LLH LONG LEG HORIZONTAL A/C AIR CONDITIONING LLV LONG LEG VERTICAL A.C. AIR CONDITIONING LAM. LAMINATE ACT ACOUSTICAL CEILING TILE LAV. LAVATORY ADJ. ADJACENT LOUV. LOUVER A.F.F. ABOVE FINISHED FLOOR MTRL. MATERIAL AIA AMERICAN INST. OF ARCHITECTS MAX. MAXIMUM AIB AIR INFILTRATION BARRIER MECH. MECHANICAL AISC AMERICAN INST. OF STEEL CONSTRUCTION MFR. MANUFACTURER ALT. ALTERNATE MIN. MINIMUM ALUM. ALUMINUM MISC. MISCELLANEOUS APPROX. APPROXIMATE M.O. MASONRY OPENING ARCH. ARCHITECT, ARCHITECTURAL MOD, MODIFIED ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MOD BIT MODIFIED BITUMEN (ROOFING) AUTO. AUTOMATIC M.R. MOISTURE RESISTANT BD. BOARD MTL. MATERIAL BF BOARD FOOT MTD. MOUNTED B.F.A. BARRIER FREE ACCESSIBLE N.I.C. NOT IN CONTRACT BLK'G. BLOCKING NTS NOT TO SCALE B.O. BOTTOM OF ... OPNG. OPENING B.O.C. BOTTOM OF CURB O.C. ON CENTER BM. BEAM O.H. OVERHEAD BRK. BREAK. PL PLATE BTWN. BETWEEN PLAS.LAM. PLASTIC LAMINATE C, CHAN. CHANNEL PLMB. PLUMBING C TO C CENTER TO CENTER PLYWD PLYWOOD CC COLOR CHANGE P.T. PAINT OR PRESSURE TREATED CD CONSTRUCTION DOCUMENTS QT. QUARRY TILE C.I.P. CAST -IN -PLACE R. RISER CAB CABINET RAD. RADIUS CJ CONTROL JOINT RCP REFLECTED CEILING PLAN CL CENTERLINE RD ROOF DRAIN CLG. CEILING REINF. REINFORCE CER. CERAMIC REQD REQUIRED emu CONCRETE MASONRY UNIT R.J. RAKED JOINT COL. COLUMN R.O. ROUGH OPENING CONC. CONCRETE RTD. RATED CONT. CONTINUOUS S.A.B. SOUND ATTENUATION BATT C.O. CLEAN OUT S.C. SOLID CORE CSI CONSTRUCTION SPECIFICATIONS INST. SHT. SHEET C.T. CERAMIC TILE SHLV. SHELVES D.C. 790 DOW CORNING 790 SEALANT SIM, SIMILAR DD DECK DRAIN S.J. SAW CUT JOINT DIET. DETAIL SQ. SQUARE DBL. DOUBLE STD. STANDARD DIAL. DIAGONAL STL. STEEL do DITTO STR. STAIR DWG. DRAWING STOR. STORAGE DS DOWNSPOUT STRUCT. STRUCTURE OR STRUCTURAL D4S DRESSED FOUR SIDES SUB. SUBCONTRACTOR ELEC. ELECTRICAL SUSP. SUSPENDED EQ. EQUAL S.P. STANDPIPE EQUIP. EQUIPMENT S4S SMOOTH FOUR SIDES ES EACH SIDE T & B TOP AND BOTTOM EW EACH WAY TELE. TELEPHONE EWC ELECTRIC WATER COOLER TEXT. TEXTURE E.B. EXPANSION BOLT T & G TONGUE AND GROOVE EJ or EXP. JT. EXPANSION JOINT TCHOLD THRESHOLD EXT. EXTERIOR T.J. TOOL JOINT EXP. EXPANSION THK. THICKNESS F TO F. FACE TO FACE T.O. TOP OF... FAB. FABRICATE T.O.C. TOP OF CURB F.E. FIRE EXTINGUISHER T.O.M. TOP OF MASONRY FIN. FINISH TYP. TYPICAL FIN. FLR. FINISH FLOOR U.N.O. UNLESS NOTED OTHERWISE FLR. FLOOR V.B. VAPOR BARRIER F.O. FACE OF V.C.T. VINYL CERAMIC TILE F. R. FIRE RATED V.W.C. VINYL WALLCOVERING FTG. FOOTING VENT. VENTILATION F.V. FIELD VERIFY WWF or WWM WELDED WIRE FABRIC OR MESH GA GAUGE W/ WITH GALV. GALVANIZED /FT PER FOOT G.C. GENERAL CONTRACTOR OPP. HAND OPPOSITE HAND GTTR. GUTTER INSUL. INSULATION G.W.B. GYPSUM WALLBOARD INT. INTERIOR GYP. GYPSUM H.B. HOSE BIBB HGT. HEIGHT HORIZ. HORIZONTAL JT. JOINT APPLICABLE BUILDING CODES (ADDITION) CAR WASH (s I) 1,100SF WASH BAYS/FLUIDS CANOPIES (3-1) --- �1,727SF VEHICLE DELIV.I I CANOPY (B) I 1,442 SF STAIR 2-HR WALL, TYP. PARTS (S-2) 3,518 SF (ADDITION) SHOWROOM/ SERVICE SHOP SERVICE SHOP ADMIN (B) 1 (S-1) (S-1) 1Q851 S 10,421 SF 8,890SF 1-HR WALL, TYP. - S SERVICE DRIVE (B) 4,396 SF (ADDITION) QUICK LUBE (S-1) 900 SF FIRST FLOOR Applicable Codes Building Code: 2007 Florida Building Code (incl. 2009 Supplements) Plumbing Code: 2007 Florida Plumbing Code (incl. 2009 Supplements) Mechanical Code: 2007 Florida Mechanical Code (incl. 2009 Supplements) Electrical Code: 2007 NFPA National Electrical Code Energy Code: 2007 Florida Energy Code Chapter 13 Fire Prevention Code: 2007 Florida Fire Prevention Code Life Safety Code: 2006 NFPA 101 Life Safety Code Accessibilty Code: 2007 Florida Building Code Chapter 16 SECOND FLOOR Building Data Existing Addition Occupancy B (Showroom), S-1 Service Shop), S-2 Parts Storage S-1 (Sevice Shop, Car Wash Mixed Occupancy? Yes - Separated Yes - Separated Construction Type III-B III-B S rinklered? Yes - Per NFPA 13 Yes - Per NFPA 13 Building Height 28' 17' Number of Stories two one High Rise? No No Dead End Limit: 20' 20' Travel Distance to Exit: 250' 250' Emergency Lights and Exit Signs? yes yes Fire Alarm and Smoke Detection: yes yes Panic Hardware: no no Allowable Area Increases per 506.1 Allowable increase due to frontage: I(f) = 100 (F/P - 0.25) ' w/30 F= 994 P = 1,157 W = 30 I(f) = 100 (994/1157 - 0.25) k 30130 I(f) = 60.9 percent Allowable increase due to sprinkler protection I(s) = 200 percent for sprinklered buildings Allowable Area Increases: A(a) = A(t) + [(A(t)kl(f))1100] + [(A(t)"I(s))/100] where I(f) = 60.9 and I(s) = 200 Drawing List E e- a L = E G Sheet Number Sheet Name A W A001 I Cover Sheet X X A002 ISheet Index X X C-1 Cover Sheet X X C-2 Abbreviations, Symbols, and General Notes X X C-3 Demolition Plan X X C-4 Master Site Plan X X C-5 Site Plan X X C-6 Grading Plan X X C-7 Underground Utility. Plan X X C-8 City of Sanford Utility Details X X C-9 City of Sanford Utility Details X X C-10 City of Sanford Utility Details X X A101 Architectural Site Plan X X A200 First Floor Demolition Plan X X A201 Floor Plan Level 1 X X A210 Roof Plan X X A220 First Floor Finish Plan X X A300 First Floor RCP X X A400 Finish and Door Schedules X X A500 Elevations X X A601 Sections X X A602 Sections X X A603 Sections X X A901 Interior Elevations X X S000 General Notes X X S001 General Schedules X X S101 Foundation Plan X X S201 Roof Framing Plan X X S301 Sections and Details X X M001 I Mechanical Symbols, Legend & Equipment Schedules X 77 X M110 I Floor Plan - Mechanical X X Pool Plumbing Symbols, Legend, Notes & Fixture Schedules X X Pilo Floor Plan - Plumbing Waste X X P111 Floor Plan - Water Service X X P201 Carwash - Plumbing X X E001 Electrical Symbols, Legend, Notes & Lighting Schedule X X E002 Electrical Panelboard Schedules and Risers X X E110 Floor Plan - Lighting X X E111 Floor Plan - Electrical X X E201 Carwash Facility - Electrical X X Showroom (B) Occupancy is primary use. Occunancv Tvne B S-1 S-2 Allowable Height 55' 55' 55' Max. No. Stories 4 3 4 Allow. Area per floor - no Increases 1 19,000 1.7,000 26,000 Allow, Area per floor - w/ increases 1 68,571 63,017 1 93,834 Per 302.3.2 The sum of the ratios of actual/allowable shall not exceed one. First Floor B S-1 S-2 Showroom/Admin(existing) 10,851 New Vehicle Delivery Canopy (existing) 1,442 Service Drive (existing) 4,396 Parts Storage (existing) 3,518 Wash Bay Canopies(existing) 1,727 Service Shop (existing) 10,421 Service Shop (addition) 8,890 Drive-Thru Carwash addition Qhick Lube (addition) 1,100 900 see allowable area inceases below totals - first floor 16,689 3,518 23,038 43,245 TOTAL First Floor SF First Floor Ratio of actual vs allowable: 0.24 0.06 0.25 0.54 conforms Second Floor B S-1 S-2 Parts Storage (existing) - 10,265 totals - second floor - 10,265 - 10,265 TOTAL Second Floor SF Second Floor Ratio of actual vs allowable: - 0.16 - 0.16 <1.0 conform-R Plumbing Fixture Counts Rrrhlic Arngq (Shnwrnnm1Ar1min1 of Rf(nce rt(e male female 16,689 100 167 83 83 Water closets required 3 3 Water closets provided 3 3 Lavatories required 2 2 Lavatories provided 2 2 Drinking Fountain Required 2 Drinking Fountain provided 2 conforms conforms conforms Service Areas (Shoo. Parts. Carwash) sf sf/oce oce male female see below for Occupant Load - - 54 27 27 Water closets required 1 1 Water closets provided 3 I Lavatories required 1 1 Lavatories provided 2 I Drinking Fountain Required 1 Drinking Fountain provided 1 C7ccuoants for Service Areas Qty of Service Bays 40 Additional Service Personnel 4 Storage workstations 5 Additional Storage personnel 5 54 total occupants conforms conforms conforms s ' P.C.A&IS 3 P r" architecture, planning, design 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax www.praxis3.com Copyright (c) 2010 PraAs3, PC All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, Including copyright thereto. This drawing may not be reproduced in whole or In part without written permission of Praxis3. It Is to be returned upon request. Scales as stated are valid on the original drawings which are 30" x 42". Rev Date Comments - 01/08/08 Issued for Permit - 07/27/10 Resubmit Permit Client: AUtonation 200 SW 1 st Avenue, 14th Floor FT. LAUDERDALE, FL 33301 Project: Co u rteSfty H0P% n d a Additkon SANFORD, FL Project Number: 07032 Drawn By: DMP/JAL z Checked By: BCT O Approved By: SR F_ Sheet Title: Sheet Index 0) z <J OC uv Sheet Number: W AOOAZ AM MIN, MIN, W J W W architecture, planning, design 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax www.praxis3.com Copyright (c) 2010 Praxis3, PC All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, Including copyright thereto. This drawing may not be reproduced In whole or in part without written permission of Praxis3. It Is to be returned upon request. Scales as slated are valid on the original drawings which are 30" x 42". Rev Date Comments 01/08/08 Issued for Permit - 07/27/10 Resubmit Permit Client: Autonation 200 SW 1 st Avenue, 14th Floor FT. LAUDERDALE, FL 33301 Courtesy Honda Addition SANFORD, FL Project Number: 07032 Drawn By: DMP/JAL Z Checked By: BCT 0 Approved By: SR v Sheet Title: Architectural z 0 Site Plan v 0 LL Sheet Number: w ArM A 1 A ul�l J w FIRST FLOOR DEMOLITION PLAN 1— n 1EAD DOOR XRETE APRON A5 REQ'D OR FUTURE OPENING OR FUTURE OPENING architecture, planning, design 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax www.praxis3.com Copyright (c) 2010 PrdAu3, PC All reports, plans, specifications, computer files, fluid data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, Including copyright thereto. This drawing may not be reproduced In whole or in part without written permission of Praxis3. It is to be returned upon requost. Scales as staled are valid on the original drawings which are 30" x 42". Rev Date Comments 01/08/08 Issued for Permit - 07/27/10 Resubmit Permit Client: Autonation 200 SW 1st Avenue, 14th Floor FT. LAUDERDALE, FL 33301 Project: C o U ml'"t e s y Honda AAR ddibull SANFORD, FL Project Number: 07032 Drawn By: DMP/JAL z Checked By: BCT Approved By: SR Sheet Title: D W First Floor z Demolition U. 3/32" = V-0" NORTH Sheet Number: w P dook W J A4 E U %# LIJ Ll° REELBANK LEGEND RB1 1 OIL #1 m r---, 1 OIL #2 r J 2 AIR r---i 2 LIGHTS 1 WATER 1 ATF RB2 1 OIL #1 mr---, 1 OIL #2 1 AIR ---j 1 LIGHT 1 WATER 1 ATF FIRE EXTINGUISHERS: FE SURFACE MOUNTED FIRE EXTINGUISHER RECESSED FIRE Fec EXTINGUISHER CABINET ALL FIRE EXTINGUISHERS SHALL MEET OR EXCEED NFPA 10 STANDARDS. PARTITION LEGEND NON -RATED GWB PARTITION 1-HR. RATED PARTITION -- - ... 2-HR. RATED PARTITION ........... �-- PART. W/ SOUND BATTS (WALL MODIFICATION 'C') CMU PARTITION SEE EXTERIOR WALL SECTIONS METAL WALL 1 �1 PANELS, R13 C~ ' INSULATION W/ (� PLASTIC FACE, SEE WALL SECTIONS 8" CMU RUNNING BOND I ti RAKED JOINT 8" LINTEL BLOCK _ FOR ADD'L INFO - -- LOOSE -FILL = INSULATION SEE STRUCT. FOR VERTICAL r - - REINFORCEMENT ILL HORIZ. TRUSS O - TYPE WALL — _ REINF. AT r j 16" OC VERTICALLY n _— `_ WEEP HOLES w - - @ 24" OC to U) M �- PLAN SYMBOL: ' _ Al THICKNESS: 7-5/8" RATING: NONE W43 EXTERIOR WALL WALL TYPES FIRST FLOOD PLAN 1 A2g1 3/32" NORTH I I I 8 I I I II I I I I I A500 — — — — — — , — — — — I — — — — i — — — — i� —� — — — — — �04A I � I I I II I I I I I II I I I I I II I I I 6 - C7 I I I II I I I I I II I I I I I II I I I I CATCH BASIN COORD W/ PLUMB AND WATER RECLAIM 5 A500 3 A602 I I I I 22'-0" i I I I II I I I 7 4 I I I II I nnn9 I r rT� uu � ICAR i�a�1 Ii� �I lilt n1 i 11•. 3�,• " 23'-3" 23'-10" 26'-5" 3" 8 24'-3" 7•- 8 20'-0" 22'-3" " I I I I I I \ I I G O E D.9 D C B.5 N W V 0 Ncv O N - 15 -10 --o --O --o architecture, planning, design 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax WW Copyright (c) 2010 Praxis3, PC All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, Including copyright thereto. This drawing may not be reproduced In whole or In part without written permission of Praxis3. It is to be returned upon request Scales as stated are valid on the original drawings which are 30' x 42'. Rev Date Comments � — _�4 - — - — - - 01/08/08 1 Issued for Permit 07/27/10 �ResubmitPermit I I I I Client: Autonation 200 SW 1 st Avenue, 14th Floor FT. LAUDERDALE, FL 33301 Project: i6atdditiull SANFORD, FL Project Number: 07032 Drawn By: DMP/JAL z Checked By: BCT O Approved By: SR F- Sheet Title: o= H First Floor z O Flan O U. Sheet Number: W 'Q W J W raxis3 GUTTER DOWNSPOUT ROOF PLAN r NORTH DOWNSPOUT DOWNSPOUT GUTTER DOWNSPOUT DOWNSPOUT architecture, planning, design 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax ww Copyright (c) 2010 Praxis3, PC Al reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, Including copyright thereto. 'this drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings which aro 30" x Q". Rev Date Comments - 01/08/08 Issued for Permit 07/27/10 Resubmit Permit Client: Autonation 200 SW 1 st Avenue, 14th Floor FT. LAUDERDALE, FL 33301 Project: Courtesy Honda Ad d it SANFORD, FL Project Number: 07032 Drawn By: DMP/JAL Z Checked By: BCT 0 Approved By: SR Sheet Title: ®= Roof Plan z v 0 u_ Sheet Number: W M in W 0 W ®1 W ri--� FIRST FLOOR FINISH PLAN �21 3/32" = 1'-W NORTH architecture, planning, design 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax www.praxis3.com Copyright (c) 2010 Praxis3, PC All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto. This drawing may not be reproduced In whole or in part without written permission of Praxis3. It is to be returned upon request Scales as stated are valid on the original drawings which are 30' x 42". Rev Date Comments - 01/08/08 Issued for Permit 07/27/10 Resubmit Permit Client: Autonation 200 SW 1 st Avenue, 14th Floor FT. LAUDERDALE, FL 33301 Project: courtuti Y H o in d a dank mash Addibut 0 1 SANFORD, FL Project Number: 07032 Drawn By: DMP/JAL z Checked By: BCT Approved By: SR F- M Sheet Title: W F- First Floor z Finish Plan U- Sheet Number: uJ ARL W Aff 'Air J W t LIG14T FIXTURE SCHEDULE AND LEGEND SYMBOL DESCRIPTION HOLOPHANE PRISMALUME METAL HALIDE GLASS REFLECTOR FIXTURE AG STEM MOUNT WITH BOTTOM OF FIXTURE IN PLANE OF BOTTOM OF JOIST HOLOPHANE PRISMALUME METAL HALIDE ACRYLIC REFLECTOR FIXTURE AA STEM MOUNT WITH BOTTOM OF FIXTURE IN PLANE OF BOTTOM OF JOIST. UNO HOLOPHANE PRISMALUME METAL HALIDE ACRYLIC REFLECTOR FIXTURE W/ ACRYLIC LENS 0 AVV SUITABLE FOR USE IN WET LOCATIONS STEM MOUNT WITH BOTTOM OF FIXTURE IN PLANE OF BOTTOM OF JOIST. UNO O B TEN -INCH DIAMETER OPEN DOWNLIGHT WITH SPECULAR CLEAR ALZAK CONE INTERIOR USE, IN ASTON SHOWROOM O C EIGHT -INCH DIAMETER 32-WATT COMPACT FLUORESCENT DOWNLIGHT, CLEAR ALZAK CONE INTERIOR USE, 12' CLG. FERRARI RECEPTION O C1 SIX-INCH DIAMETER 32-WATT RECESSED INCANDESCENT DOWNLIGHT, CLEAR ALZAK CONE INTERIOR USE, DEALER OFFICE 2' X 2' DEEPCELL PARABOLIC LOUVER RECESSED 3-BIAX D LAMP FLUORESCENT FIXTURE 2' X 4' DEEPCELL PARABOLIC LOUVER RECESSED 3-BIAX D1 LAMP FLUORESCENT FIXTURE E 2' X 2' ACRYLIC LENS FLUORESCENT RECESSED FIXTURE 2' X 4' ACRYLIC LENS FLUORESCENT RECESSED FIXTURE E1 EIGHT -FOOT SURFACE MOUNT FLUORESCENT W/ WRAPAROUND ACRYLIC LENS o FOUR -FOOT SURFACE MOUNT FLUORESCENT W/ WRAPAROUND ACRYLIC LENS EIGHT -FOOT SURFACE MOUNT WRAPAROUND ACRYLIC LENS FVV FLUORESCENT, SUITABLE FOR WET LOCATIONS- WALL MOUNT AT 8'-0' AFF o FOUR -FOOT TWO -LAMP OCTRON INDUSTRIAL FIXTURE © SAME AS ABOVE EXCEPT EIGHT -FOOT LONG G8 SUSPEND AT 8'-0" AFF IN PARTS DEPT. SEE 3/A3.9 FOR SHOP MTG HGTS H EIGHT -FOOT WHITE TRACK INCLUDUNG END FITTINGS, FEEDS AND COUPLINGS - CONTRACTOR TO MOUNT ON STEEL CHANNEL SUSPENDED T012'-0" AFF (TYPICAL) a HI INDY #500T/950W WHITE OPEN BACK TRACK FIXTURE WITH LOUVERS H2 INDY #500TW SAME AS ABOVE EXCEPT WITHOUT LOUVERS AND USING FLOOD LAMP J�2 INDY #SW220/T8SSB TWO -LAMP TWO -FOOT OCTRON STRIP FLUORESCENT FIXTURE LOCATION: BETWEEN CURVED WALLS �I INDY #SW230/T8SSB SAME AS ABOVE EXCEPT THREE -FEET LONG FLUORESCENT FIXTURE LOCATION: BETWEEN CURVED WALLS I_�J4 INDY #SW240/T8SSB SAME AS ABOVE EXCEPT FOUR -FEET LONG FLUORESCENT FIXTURE LOCATION: BETWEEN CURVED WALLS d' INDY #Q75R PULL -DOWN ADJUSTABLE ACCENT LIGHT K INDY #SP6000-01 PENDANT LIGHT FIXTURE LOCATON ABOVE CONSULTATION DESKS, SERVICE ADVISORS DESKS, SERVICE RECEPTION DESKS - SUSPEND AT 8'-0" AFF (PREFERRED) (� M EXTERIOR WALL MOUNTED METAL HALIDE WALL PACK 52" DIA. CEILING PADDLE FAN, 5 BLADES, ALL WHITE I \ I 10 EXIT SIGN EXTERIOR BUILDING LIGHTING: SEE EXTERIOR ELEVATIONS FOR LOCATIONS OF WALL MOUNTED METAL HALIDE WALL PACKS. * THE LIGHT FIXTURE SCHEDULE HAS BEEN ESTABLISHED TO SET A QUALITY AND PERFORMANCE STANDARD. FIXTURES BY OTHER MANUFACTURES THAT MATCH OR EXCEED QUALITY AND PERFORMANCE MAY BE SUBSTITUTED. CEILING TYPES FIRST FLOOR REFLECTED CEILING PLAN 1 1 - A500 A23a 3/32" = l'-O" NORTH architecture, planning, design 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-R71n_RRRa fay WWI Copyright (c) 2010 Praxis3, PC All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, Including copyright thereto. This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings which are 30" x 42". Rev Date Comments - 01/08/08 Issued for Permit 07/27/10 Resubmit Permit Client: Autonation 200 SW 1 st Avenue, 14th Floor FT, LAUDERDALE, FL 33301 Project: Project Number: 07032 Drawn By: DMP/JAL Z Checked By: BCT O Approved By: SR Sheet Title: First Floor - RCP 61. Sheet Number: W cn "M MU W A43U., . J W W MATERIAL SCHEDULE - NEUTRAL COLOR SCHEME CODE MATERIAL MANUFACTURER SPECIFICATION CB-2 COVE BASE FLEXCO COLOR: WF-025 LIGHT GRAY (OFFICES, PARTS, TECH CONTACT: RICK GALLENSTEIN BREAK AREAS, QUICK LURE) (513)779-9200 DR-1 DOOR 3070 MEDIUM STILE COLOR TO MATCH SF-1 WD-1 DOOR 3070 COLOR TO MATCH PL-3 P-1 PAINT SHERWIN WILLIAMS COLOR: SW 1039 ZURICH WHITE (ALL INTERIOR AREAS) P-2 PAINT SHERWIN WILLIAMS COLOR: SW 1804 HOLLAND BLUE (ACCENT STRIPE) P-3 PAINT SHERWIN WILLIAMS COLOR: SW 1007 BLACK TIE (TRIM, FIXTURES ACCENT STRIPE) EFC-1 PAINT COLOR: SLATE GREY (SERVICE AREA FLR AT STALLS & DRIVE) SEAL -HARD (SERVICE RECEPTION DRIVE) CONTACT: FLOORMAX PAULA RICKBORN EFC-2 PAINT COLOR: PURE WHITE (SERVICE AREA WALKWAY) 954-828-9000 (SERVICE RECEPTION WALKWAY) PLASTIC LAMINATE PL-1 (TECH PARTS COUNTER) SC-1 SEALED CONCRETE SF-1 STOREFRONT WINDOW SS-1 STAINLESS STEEL W IR GL. 3'-4" 3'-4" 4'-4" Y T Y / �� h n n ^ n 00 3'-0" 3'-0 4'-0 PI c Q F01 F02 F03 F04 F05 D6 D15 STEEL D20 1-3/4" METAL SEE DOOR SCHEDULE FOR WIDTH & HEIOHr SEE DOOR SCHEDULE FOR WIUrH & HEIGHT 2 HR. FIRE SHUTTER NOTE: ALL EXTERIOR DOORS (INCLUDING OVERHEAD DOORS) SHALL BE DESIGNED TO WITHSTAND 100MPH WIND LOAD CRITERIA. Interior Signage The following signage to be ASI InTouch by authorized Honda sign vendor. Contact local Honda program manager S-26 Entry Prohibition: "Authorized Personnel Only" in 1" high raised helvetica letters with braille characters and symbol for no entry. Location: Mount on the center of the door at 60" AFF maximum. EXPOSED P-1 ON FRAMES, GIRTS AND PURLINS P-1 ON CMU OR GWB P-2 SCHEME 1 H.M. DOORS & FRAMES: P-2 FOR INTERIOR & P-7 FOR EXTERIOR (SEE 1/A400) SECTIONAL DOORS: TBD ;RIOR SHOP DOOR/FRAME EXTERIOR SHOP DOOR/FRA --- METAL DOOR/FRAME FINISH 1 400 NTS FINISH SCHEDULE ROOM NO. SPACE NAME FINISH SCHEME FLOOR BASE WALLS H.M. TRIM, DOORS, & RAILINGS CEILING COMMENTS 001 TECH. PARTS - EFC-1 CB-2 P-1* P-1/STRUCT *USE SCHEME 1 WAINSCOAT APPLICATION 002 SERVICE SHOP- 003 QUICKLUBE- 004 CARWASH - SC-1 - P-1 - P-1 /STRUCT - DOOR SCHEDULE j Door Number Door Width Door Height Door Type Door Finish Frame No. Frame Finish Rating Signage o O J U U_ w¢ < _ 0 r Or W O v rr wU- o Z Ir o_ Z Q Z = to 0 Z = cn � �W D m d w oC CO M W � W O = W = i-- � O 0 w o w y U O J � Z w F- w y () 0 W U LL O w U 0 0 CC W 0 UC\1 Z w O U W cwn `� W O _J _ Q m 3 _J J a.. } � D o W U w 0 U ¢ w 0- = D 0-- F- 0 00 U LL- - N X - W t-- g Y v Y X F__ M cc O Q a_ Q 0 O U- W O 07 J Comments 001 A 4'-0" 7'-0" D6 P-2 F03 P-2 B-90 - - Y - - Y - - - - - Y - - - - - - Y - Y 001 B 6'-0" 4'-8" D20 - - - B-90 - FUSIBLE LINK/COORD. W/ FRAME 002A 3'-0" 7'-0" D6 P-2/P-7 F02 P-2/P-7 - - - Y - - - Y Y - Y - - - - - - - - - - - SEE 1/A400 FOR FINISH 002E 14'-0" 12'-0" D15 P-7 - - - - HI -SPEED MOTORIZED 002C 3'-0" 7'-0" D6 P-2/P-7 F'02 P-2/P-7 - - - Y - - - Y Y - Y - - - - - - - - - - - SEE 1/A400 FOR FINISH 002D 14'-0' 12'-0" D15 P-7 - - - - HI -SPEED MOTORIZED 002E 14'-0" 12'-0" D15 P-7 - - - - HI -SPEED MOTORIZED 002F 14'-0" 12'-0" D15 P-7 - - - - HI -SPEED, MOTORIZED 003A 10'-0" 12'-0" D15 P-7 - - - - MOTORIZED 003B 10'-0" 12'-0" D15 P-7 - - - - MOTORIZED 003C 10'-0" 12'-0" D15 P-7 - - - - MOTORIZED 003D 10'-0" 12'-0" D15 P-7 - - - - MOTORIZED 003E 3'-0" 7'-0" D6 P-2/P-7 F02 P-2/P-7 - - - Y - - - Y Y - Y - - - - - - - - - - - SEE 1/A400 FOR FINISH 004A 10'-0" 12'-0" D15 P-7 - - - - MOTORIZED 004B 10'-0" 12'-0" D15 P-7 - - - - MOTORIZED 004C 3'-0" 7'-0" D6 P-2/P-7 F02 P-2/P-7 - - - Y - - - Y Y - Y - - - - - - - - - - - SEE 1/A400 FOR FINISH architecture, planning, design 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404"��"`��"" WWI Copyright (c) 2010 Praxis3, PC All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto. This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the odglnal drawings which are 30" x 42 Rev Date Comments 01/08/08 Issued for Permit 07/27/10 Resubmit Permit Client: Autonation 200 SW 1 st Avenue, 14th Floor FT. LAUDERDALE, FL 33301 Project: saft Addition SANFORD, FL Project Number: 07032 Drawn By: DMP/JAL Z Checked By: BCT O Approved By: SR U Sheet Title: H- Schedules Z 0 U O u- Sheet Number: w Cn IL IL J w i 27'� T.O. CORP. TOV1 2z� h f.U. PARAPET 14' 5" 170 CANOPY 10'Y r.0. OPENING 0'Y FIN. FLR. ELEVATION )00 3/32" = 1'-O" 13' 7-1 /8" T.O. ROOF ELEVATION 2 500 3/32" = 1'4' 28'•0" T.O.PARAPET 10' T.O. OPENING h 0'-01, FIN - V VYYIVJI-VV 1 3ELEVATION 500 3/32" = 1'-0" DOWNSP , .— I — — --1 ,",— .,.,.,, , TYP. TYP. NEW NEW EXISTING 5ELEVATION (CARWASH) i00 3/32" = 1'-0" SLOPE 1/4" PER FT 'OUT -DR, =1N FLR umv TYP. 7 ELEVATION (CARWASH) - A500 4 1 EXISTING NEW IT-10" T.O. ROOF YY JT 0'-0" FIN FLR Y TYP. 6 -_ ELEVATION (CARWASH) �00 3/32" = 1'-0" SLOPE 1/4" PER FT GUTTER 17'•10" T.O. ROOF U 0.-0. FIN FLR V TYP�11� 8 ELEVATION (CARWASH) i00 11 3/32" = 1'4' ,1,... -1--- — —,,,........,, -_.._- ---._ ,___...__.. IYY. NEW EXISTING 17'-10"�6 T.O. HOOF V 0'-01, FIN FLR Y EXISTING NEW TYP�n"u 4ELEVATION a00 3/32" = V 00" 24'-8" T.O. PARAPET ' 22'•4" T.O. PARAPET 14'-6 1/2" T.O. CANOPY V 10'-0" T.O. OPENING 0'-0" FIN. FLR. 13' 7-1/e" T.O. ROOF' 17'.5 1/2" T.O. ROOF Y 0'-01, (� FIN FLR Y SPOUT TYP. EXTERIOR FINISH SCHEDULE CODE MATERIAL MANUFACTURER SERIES COLOR LOCATION ADDITIONAL INFORMATION CF-1 METAL PARAPET COPING - BEIGE ALUMINUM TO MATCH EIFS-1 PARAPET ABOVE EIFs- 1 CF-2 GUTTERS AND DOWNSPOUTS ALUMINUM TO MATCH EIFS-1 GUTTERS AND DOWNSPOUTS CT-1 CERAMIC TILE BUCHTAL CHROMA-2 549-12"x12" 2' HIGH CORNICE ACCENT USE CHARCOAL GRAY GROUT 513-621-5807 DISTINCT GRAY EIFS-1 EXTERIOR INSULATING FINISH SYSTEM STO INDUSTRIES STOLIT BEIGE EXTERIOR WALLS SUBMIT SAMPLES FOR APPROVAL EIFS-2 EXTERIOR INSULATING FINISH SYSTEM STO INDUSTRIES STOUT DARK BEIGE EXTERIOR WALLS SUBMIT SAMPLES FOR APPROVAL M-1 METAL PANEL SYSTEM ALUSUISSE COMPOSITES, INC. ALUCOBOND PMS 285C (HONDA BLUE) SIDE AND UNDERSIDE OF NO SUBSTITUTION CONTACT: RICHARD FROMM 4MM CANOPIES 770-664-5928 P-6 PAINT SHERWIN WILLIAMS, 317-594-0003 SHERWIN WILLIAMS CONTACT: MARGE JONES SW2423 POLAR WHITE (P-6) P•7 PAINT SHERWIN WILLIAMS SHERWIN WILLIAMS EXTERIOR CMU AT COLOR TO MATCH EIFS-1 INTERIOR OF DUMPSTER EXTERIOR UCOR AND FRAMES P-8 PAINT SHERWIN WILLIAMS SHERWIN WILLIAMS EXTERIOR STEEL COLUMNS AND CONTACT ARCHITECT FOR ADDITIONAL INFO. COLOR TO MATCH SF-1 ALUM. DECORATIVE BRACKETS OR USE P-6 FOR THIS LOCATION P-9 PAINT SHERWIN WILLIAMS MATCH EXISTING BOLLARDS SF-1 STOREFRONT KAWNEER TRIFAB451 CLEAR ANODIZED ALUM. EXTERIOR STOREFRONT SYSTEMS 1" INSUL. CLEAR GLASS CMU CONCRETE MASONRY UNIT ALLIED READY -MIX 8" SINGLE -SCORE GRAY EXPOSED EXTERIOR CMU WALLS SUBMIT SAMPLE FOR APPROVAL. SPLI r FACE (UNEXPOSED CMU WALLS SHALL BE STD. BLOCK) ARCH. BLOCK EXTERIOR SIGNAGE NOTES GRAPHIC COMMENTS G 1 THE HONDA "H' IS A 9" DEEP, NON -ILLUMINATED LOGO, FABRICATED IN ONE OF TWO RADII CURVES USING MOLDED FIBERGLAS MATERIAL. IT IS MOUNTED TO THE FACE OF THE ENTRY CYLINDER AND REQUIRES APPROPRIATE BLOCKING TO ATTACH THE SIGN TO THE CYLINDER. ACCESS MUST BE PROVIDED WITHIN THE CYLINDER FOR THROUGH BOLT CONNECTIONS. THESE SIGNS ARE INTERNALLY ILLUMINATED "CAN" TYPE SIGNS WHICH REQUIRE BLOCKING IN THE EXTERIOR WALLS G-z 'HONDA', individual letters G-3 'Courtesy', individual letters G 4 'Service Center, individual letters G 5.1 'Service Reception', oval sign G 5.2 'Delivery Centers', 2 oval signs back to back G 5.4 'Parts', oval sign G s.1 'Express Change' oval sign G s.z 'Car Wash' oval sign 'Welcome', Brushed aluminum computer cut vinyl applied to glass above entrance door ALL EXTERIOR WALL MOUNTED SIGNAGE HAS SPECIFIC ACCESS, ELECTRICAL AND SUPPORT (BLOCKING) REQUIREMENTS WHICH MUST BE OBTAINED FROM AND COORDINATED WITH THE SIGN PROVIDER, BY DEALERS ARCHITECTENGINEER WHERE THESE SIGNS ARE TO BE PROVIDED BY PLASTI-LINE, INC. (AMERICAN HONDA'S AUTHORIZED SIGN PROVIDER), CONTACT YOUR HONDA PROGRAM MANAGER, GENERALNOTES A. ELEVATIONS NOT SHOWN SHALL RECEIVE SAME OR COMPLIMENTARY FINISHES TO MATERIALS SHOWN BELOW B. NEW EIFS EXTERIOR SIDING TO BE SCORED IN TX8' PATTERN THUS 8C14' 0" WHEN NOr GRAPHICALLY SHOWN LEGEND G X GRAPHICS DESIGNATOR - REFER TO SHEET G-X ? FINISH DESIGNATOR - REFER TO EXTERIOR FINISH SCHEDULE ON SHEET E-eA v A� DETAIL DESIGNATOR - REFER TODETAIL'?'ONSHEET A.? ALL SIGNAGE IS SHOWN FOR DESIGN INTENT ONLY. APPROVAL SUBJECT TO LOCAL JURISDICTION. CONTACT ZONE MANAGER FOR INFORMATION ON SIGNAGE PROGRAM AND ONSITE SIGNAGE SURVEY. architecture, planning, design 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax www.praxis3.com Copyright (c) 2010 Praxls3, PC All reports, plans, specifications, computer files, field data, notes and other documents and Instruments prepared by Pruxis3 shall retain all common law, statutory and other reseryuci rights, Including copyright thereto. This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings which are 30" x 42". Rev Date Comments 01/08/08 Issued for Permit 07/27/10 Resubmit Permit Client: AUtonation 200 SW 1 st Avenue, 14th Floor FT. LAUDERDALE, FL 33301 Project: %,#ourtesy H o in d a Paidditiull SANFORD, FL Project Number: 07032 Drawn By: DMP/JAL Z Checked By: BCT 0 Approved By: SR v Sheet Title: U) Elevations z 0 0 U. Sheet Number: LU LU A5"VO J W 24'-7" T.O. BLKO. 22'-4" T.O. BLKG. 20'-8 1 /2" T.O. STEEL 14'-5" T.O. CANOPY 10'-0" T.O.OPENING 0'0" N. FLOOR 1 i01 3/32" = 1'-0" WALL SECTION 2 301 DEMOLITION 0'-0.. FIN. FLOOR NEW CONSTRUCTION EXISTING NEW G SEAM MTL ROOF MTL PURLINS WITH ULATION T.O. ROOF 0'-0" T.O. ROOF WALL SECTION 3 301 3/4" = 1'-0" 13'-7 1 /8" T.O. PURLIN 'OUT LS 4'-8" h T.O. CMU 0'-0" FIN. FLOOR architecture, planning, design 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax www.praxis3.com Y Copyright (c) 2010 Praxis3, PC All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by PraxN3 shall retain all cornmon law, statutory and other reserved rights, Including copyright thereto. This drawing may not be reproduced in whole or in part without written permission of Precis3. It is to be retumuci upon request. Scales as stated are valid on the original drawings which are 30" x 42". Rev Date Comments - 01/08/08 Issued for Permit - 07/27/10 Resubmit Permit Client: Autonation 200 SW 1 st Avenue, 14th Floor FT. LAUDERDALE, FL 33301 Project Number: 07032 Drawn By: DMP/JAL z Checked By: BCT 0 Approved By: SR U Sheet Title: Sections z 0 U Q! 0 U- Sheet Number: a w W A601 t11 BUILDING SECTION A602 3/32" = 1'-0" 7COILING DOOR AT FLOOR 302 1 1 /2" = 1'-0" SLOPE MIN 1/4" PER FT " 1 T-4" - SLAB BEARING 16'-8" SLAB BEARING -GUTTER CARWASH 0'-0" FINS FLR TRENCH DRAIN GA6 3BUILDING SECTION 302 3/32" = 1'-0" 2 WALL SECTION A602 3/4" = 1' 0" CARWASH) iz V, VARIES I SLAB BEARING �f I CARWASH 0'-W Y FIN FLR Y 5 OPP HAND A602 BUILDIN 4 302 3/32" = 1'-0" Swv G SECTION (CARWASH) WALL SECTION 5 i02 3/4" = 1'-0" 6WALL SECTION 302 3/4" = 1'-0" OUT 16'-8" B.O. SLAB 3 CMU =0R LINTEL SIZE 0'-0" FIN. FLOOR architecture, planning, design 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax www.praxis3.com Copyright (c) 2010 Praxls3, PC All reports, plans, speciflcatlons, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, Including copyright thereto. This drawing may not be reproduced in whole or In part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings which are 30' x 42". Rev Date Comments - 01/08/08 Issued for Permit - 07/27/10 Resubmit Permit Client: Automation 200 SW 1 st Avenue, 14th Floor FT. LAUDERDALE, FL 33301 Project: Additiontiu,arm, SANFORD, FL Project Number: 07032 Drawn By: DMP/JAL z Checked By: BCT O Approved By: SR Sheet Title: H Sections z O U O U. Sheet Number: W Cn An Amok am ldmlh� " M m- M M Z W J W } VARIES T.0 FRAMEFRAME T.O. OPENING EXISTING COMPRESSOR/FLUIDS i FIY N. FLOOR BUILDIN 11 iO3 B U I L 2 303 3/32" = 1'-0" I'71'\J 10 0 tl 7 8 5 4 I I I I I I I I 1 G SECTION EXISTING SERVICE SHOP 11 I 10 I � I B I 7 I 8 I VARIES I I I I I I VARIES ,. T. I l I 1 I I T.O. F E SERVICE SHOP I ;; 10.— O EXPO SIGN r T.O.OPENIN0 I I I I T.O. CMU I......:::.... . .. ` :..::... :. . ;•::.......:.....:............:.......::. ....::........:.... .....:.......:........:.. .. ; ..:: .:..::. .:.. : .. .... ... ....... c FINFIN. FLOOR 3 SIM — �sIM A603 DING SECTION EXISTING NEW 3 . I I 2 T I I VARIES T.O. FRAME 4� I I LU13E I I r I — 4 T.O. CMU — 3 A603 3WALL SECTION 303 STAND. SEAM MTL. ROOF ON BATT INSUL. ON 8 1/2" MTL. PURLINS I architecture, planning, design 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax www.praxis3.com 1 Copyright (c) 2010 Praxls3, PC All reports, plans, specifications, computer flies, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto. This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings which are 30" x 42". Rev Date Comments - 01/08/08 Issued for Permit 07/27/10 Resubmit Permit Client: Autonation 200 SW 1 st Avenue, 14th Floor FT. LAUDERDALE, FL 33301 Project: Pxd d i t i o In SANFORD, FL Project Number: 07032 Drawn By: DMPMAL z Checked By: BCT O Approved By: SR v Sheet Title: Sections z O UI O ILL Sheet Number: W co w MhER AV 1& 13 M = IdF STAINLESS STEEL, LIFT UP COUNTER FOR ADA 1 IIV I GL Vf� I I IV A901 (@ TECH PARTS (001) 3/8" = V-0" ZD z-� 2'-6" ol STAINLESS STEEL COUNTER TOP 1 X4 I. ' 8" CMU SECTION %fl C9 2 INT.ELEVATION__ A901 @ TECH PARTS (001) 3/8" = V-0" STAINLESS STEEL, LIFT UP COUNTER FOR ADA NOTES 1) ALL BASE CABINETS TO CONTAIN ONE 12" DEEP ADJUSTABLE SHELF 2) ALL UPPER CABINETS TO CONTAIN TWO ADJUSTABLE SHELVES 3) ALL MILLWORK IN PUBLIC SPACES TO HAVE LOCKABLE DOORS & DRAWERS 4) ALL MOUNTING HEIGHTS SHALL CONFORM TO ADA GUIDELINES 5) ALL MILLWORK TO BE FRAMELESS CABINETS WITH FULL OVERLAY DOORS. ALL EXTERIOR SURFACES TO BE CLAD WITH PLASTIC LAMINATE, ALL INTERIOR SURFACES MAY BE CLAD WITH MELAMINE. ALL TOPS - PL-2 ALL BASE & WALL CABINETS - PL-3 TYPICAL UNLESS NOTED OTHERWISE architecture, planning, design 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax www.praxis3.com Copyright (c) 2010 Praxi83, PC All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, Including copyright thereto. This drawing may not be reproduced In whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings which are 30' x 42". Rev Date Comments - 01/08/08 Issued for Permit 07/27/10 Resubmit Permit Client: Autonation 200 SW 1 st Avenue, 14th Floor FT. LAUDERDALE, FL 33301 Project: Addition SANFORD, FL Project Number: 07032 Drawn By: DMP/JAL z Checked By: BCT O Approved By: SR �=- U Sheet Title: I-- r� Interior z O Elevations o� O U. Sheet Number: Cn 0 AL —A mom w r� STRUCTURAL NOTES: GENERAL: A. THE FOLLOWING NOTES APPLY TO ALL STRUCTURAL DRAWINGS. NOTES SHALL APPLY UNLESS OTHERWISE INDICATED BY DRAWINGS OR SPECIFICATIONS. B. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR PLAN NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL SIMILAR OR LIKE CONDITIONS UNLESS OTHERWISE NOTED. C. ALL PE51GN AND CONSTRUCTION IS BASED ON AND SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 200-1 EDITION. D. NO PROV151ON OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE (WHETHER OR NOT SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACT DOCUMENTS) SHALL BE EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES OF OWNER, CONTRACTOR, ENGINEER, SUPPLIER, OR ANY OF THEIR CONSULTANTS, AGENTS, OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT DOCUMENTS. NOR SHALL IT BE EFFECTIVE TO ASSIGN TO THE STRUCTURAL ENGINEER OF RECORD OR ANY OF THE STRUCTURAL ENGINEER OF RECORD'5 CONSULTANTS, AGENTS, OR EMPLOYEES ANY DUTY OR AUTHORITY TO SUPERVISE OR DIRECT THE FURNISHING OR PERFORMANCE OF THE WORK OR ANY DUTY OR AUTHORITY TO UNDERTAKE RESPONSIBILITIES CONTRARY TO THE PROVISIONS OF THE CONTRACT DOCUMENTS. E. CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR F CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, 5J1 OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST REQUIREMENT SHALL GOVERN. G. MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. H. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS. I. THE STRUCTURE SHOWN ON THESE DRAWINGS IS SELF-SUPPORTING ONLY IN ITS COMPLETED FORM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE DESIGN, ADEQUACY, SAFETY, AND STABILITY OF TEMPORARY ERECTION BRACING AND SHORING. J. NO PROVISIONS HAVE BEEN MADE IN THE DE51GN FOR THE SUPPORT OF A CONCENTRATED LOAD FROM PLUMBING, MECHANICAL OR HVAC IN EXCESS OF 2000 PER JOIST EXCEPT AS SHOWN ON THE PLANS. HVAC ROOF MOUNTED UNITS SHALL BE SUPPORTED BETWEEN ROOF JOISTS AS SHOWN IN THE "TYPICAL HVAC SUPPORT FRMG." DETAIL. K. THE GENERAL CONTRACTOR SHALL COORDINATE ALL SIZES AND LOCATIONS OF ROOF PENETRATIONS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. ALL PENETRATIONS THROUGH ROOF DECK GREATER THAN 12" SQUARE SHALL BE FRAMED AS SHOWN IN THE "TYPICAL ROOF OPENING FRMG." DETAIL. L. CONTRACTOR SHALL VERIFY THAT MISCELLANEOUS FRAMING SHOWN ON THE STRUCTURAL DRAWINGS FOR MECHANICAL EQUIPMENT, OWNER -FURNISHED ITEMS, PARTITIONS, ETC. IS CONSISTENT WITH THE REQUIREMENTS OF SUCH ITEMS. M. UNLESS NOTED, ELEVATIONS SHOWN ARE TO TOP OF FOUNDATIONS, SLABS OR STEEL BEAMS. N. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES IN ORDER TO COMPLY WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS. O. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA REGULATIONS. P. STRUCTURAL ENGINEER 15 NOT RESPONSIBLE FOR THE DESIGN OF STEEL STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL SYSTEMS, COLD -FORMED METAL FRAMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHALL BE DESIGNED, FURNISHED, AND INSTALLED AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS AS REQUESTED BY THE BUILDING OFFICIAL. Q. DO NOT SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. SEND WRITTEN REQUEST FOR INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PROVIDED. R. TEST REPORTS AND SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED ELECTRONICALLY UNLESS PRIOR PERMISSION GRANTED BY ARCHITECT. SHOP DRAWINGS: A. STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. SHOP DRAWINGS SHALL DETAIL ALL CONDITIONS IN ACCORDANCE WITH SPECIFIED STANDARDS AND THE SPECIFIC REQUIREMENTS OF THIS PROJECT AS INDICATED IN THE PROJECT DOCUMENTS. B. THE CONTRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP DRAWINGS FOR ALL FABRICATED MATERIALS TO ARCHITECT FOR REVIEW, C. REVIEW OF SHOP DRAWINGS BY THE ARCH I TECT/ENG [NEER DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THOSE SHOP DRAWINGS. D. SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DE51GN BY THE FABRICATOR SHALL BE STAMPED BY A REGISTERED ENGINEER OF RECORD IN THE STATE IN WHICH CONSTRUCTION WILL OCCUR BEFORE SUBMITTING FOR REVIEW BY THE ARCHITECT/ENGINEER. E. COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALL APPLICABLE SPECIALTY ITEMS INCLUDING, BUT NOT LIMITED TO, PRECAST CONCRETE, CURTAIN WALL GLAZING SYSTEMS, LIGHT GAGE STEEL FRAMING, ORNAMENTAL GUARDRAILS, SKYLIGHTS, AND STAIRS SHALL BE SEALED AND SIGNED BY A PROFE5510NAL ENGINEER LICENSED IN THE STATE IN WHICH THIS BUILDING SHALL BE CONSTRUCTED AND SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. F. REPRODUCTION/DUPL[CATION OF THE STRUCTURAL DRAWINGS FOR USE IN THE PRODUCTION OF SHOP DW65 IS PROHIBITED, UNLE55 NOTED OTHERWISE. IN THE EVENT THAT THE GENERAL CONTRACTOR OR SUBCONTRACTOR ELECTS TO PRODUCE SHOP DRAWINGS BY COPYING ELECTRONIC OR PAPER COPIES OF THE STRUCTURAL DRAWINGS, THE CONTRACTOR SHALL REQUEST FROM THE ENGINEER OF RECORD A SHOP DRAWING WAIVER ALONG WITH THE SPECIFIC SHEETS REQUIRED. SIGNATURE OF THE WAIVER BY THE CONTRACTOR OR 5UBCONTRACTOR, ALONG WITH PAYMENT OF A FEE TO THE ENGINEER OF RECORD WILL BE REQUIRED. CONTRACTOR SHALL CONTINUE TO ASSUME RESPONSIBILITY FOR ERRORS, OMISSIONS AND COORDINATION REQUIRED FOR SHOP DRAWING PRODUCTION, REGARDLESS OF THE USE OF COPIES OF THE STRUCTURAL DRAWINGS FOR SHOP DRAWING PRODUCTION. EXISTING CONDITIONS: A. THE CONTRACTOR SHALL SURVEY THE EXISTING STRUCTURE TO DETERMINE THAT ALL MODIFICATIONS AS INDICATED IN THE DRAWINGS ARE FEASIBLE AND PRACTICAL AND SHALL REPORT ANY DISCREPANCIES OR UNUSUAL CONDITIONS TO THE ARCHITECT. FIELD DIMENSION NEW STRUCTURAL ELEMENTS PRIOR TO THE SUBMISSION OF SHOP DRAWINGS. B. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION THAT MIGHT BE AFFECTED BY OR OTHERWISE INTERFERE WITH INSTALLATION OF NEW WORK THIS INCLUDES THOSE THAT MIGHT BE DAMAGED BY NEW FOUNDATION OR OTHER WORK, AND THOSE WHOSE PRESENCE MIGHT LEAD TO DAMAGE TO THE NEW WORK (SUCH AS DIFFERENTIAL SETTLEMENT, ETC.) DESIGN LOADS (PRE-ENGINEERED BLDG. : A. DESIGN ROOF DEAD LOAD: 1. AS APPLIED PER CODE BY THE PRE-ENGINEERED BUILDING MANUFACTURER B. DESIGN ROOF LIVE LOAD: 1. AS APPLIED PER CODE BY THE PRE-ENGINEERED BUILDING MANUFACTURER C. DESIGN FLOOR LIVE LOAD: 1, AS APPLIED PER CODE BY THE PRE-ENGINEERED BUILDING MANUFACTURER (UNLESS NOTED OTHERWISE). D. DESIGN WIND LOAD: 1. AS APPLIED PER CODE BY THE PRE-ENGINEERED BUILDING MANUFACTURER E. DESIGN SHAPE FACTORS: I. AS APPLIED PER CODE BY THE PRE-ENGINEERED BUILDING MANUFACTURER F. DESIGN SEISMIC INFORMATION: I. A5 APPLIED PER CODE BY THE PRE-ENGINEERED BUILDING MANUFACTURER- G. DESIGN COLLATERAL LOAD: 1. S P5F SHALLOW FOUNDATIONS: A. DESIGN SOIL BEARING PRESSURE 15 2000 PSF. B. THE SITE SHALL BE PREPARED UNIFORM IN ACCORDANCE WITH CIVIL DRAWINGS, SPECIFICATIONS AND THE REPORT OF SUBSURFACE INVESTIGATION BY ARDAMAN AND ASSOCIATES, INC. (FILE NO. 98-6414), DATED AUGUST 26, 199a. A QUALIFIED GEOTECHNICAL ENGINEER SHALL VERIFY ALL ASSUMPTIONS AND REPORT TO THE ARCHITECT/ ENGINEER ANY VARIATIONS. C. ALL EXCAVATIONS AND BUILDING PADS SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THE DESIGN ASSUMPTIONS AND REPORT ADVERSE CONDITIONS. D. WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE WITH IN5TRUCTION5 OF A QUALIFIED GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARING PRESSURE. E. FOOTING ELEVATIONS GIVEN ARE FOR THE PURPOSE OF DESIGN. 501L BELOW FOOTING NOT MEETING DESIGN BEARING PRESSURE SHALL BE EXCAVATED TO A DEPTH OF VERIFIABLE DESIGN PRESSURE AND BACKMLLED WITH S-i STONE TO A LEVEL Or - FOUNDATION BEARING. THIS SHALL BE APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER F. THE BOTTOM OF ALL EXTERIOR FOUNDATIONS SHALL BE PLACED AT A MINIMUM OF 18" BELOW THE TOP OF THE FINISHED GRADE. SLAB -ON -GRADE: A. G.J. DENOTE5 CONCRETE SLAB "CONTROL JOINT" WHICH SHALL BE CUT INTO THE 6LAB5 AT A DEPTH OF 1/4 TIMES THE THICKNESS OF THE SLAB WITHIN 12 HOURS OF PLACING THE CONCRETE. MAXIMUM SPACING OF INTERIOR SLAB CONTROL JOINTS, UNLESS NOTED OTHERWISE, SHALL BE 20'-0" TO 30'-0" (MAX.) IN EACH DIRECTION. CONSTRUCTION OF CONTROL JOINTS SHALL BE LOCATED SUCH THAT THE AREA CONTAINED IS 600 SQUARE FEET MAX., WITH A MAXIMUM RATIO OF LONG TO SHORT SIDE OF 2 TO I, OR AS SHOWN ON THE PLANS. (400 SQ.FT. MAX.) B. SLAB CONSTRUCTION JOINTS SHALL BE USED IN PLACE OF CONTROL JOINTS WHERE NEEDED TO INTERRUPT A CONTINUOUS POUR SLAB CONSTRUCTION JOINTS SHALL BE KEYED. C. PLACEMENT OF WELDED WIRE REINFORCEMENT IN SLAB, WHERE SPECIFIED, SHALL BE AT A CONSISTENT DEPTH OF 1"-2" FROM T/SLAB. OVERLAP EACH REINFORCING SHEET TWO FULL PANELS AND TIE CRO55 WIRES ON EACH SIDE. WELDED WIRE REINFORCEMENT SHALL BE SUPPLIED IN FLAT SHEETS. D. REFER TO ARCHITECTURAL/MECHANICAL FOR SLAB FINISHES, SLAB DEPRESSIONS, ELEVATIONS, AND ENCASED OR EMBEDDED ITEMS. E. PLUMBING AND ELECTRICAL CONDUITS SHALL BE PLACED BELOW THE SLAB AND NOT WITHIN THE SLAB. VERTICAL PENETRATIONS ARE ALLOWED. F. COLUMN BOX -OUTS SHALL BE USED TO 150LATE AN ADEQUATE AREA AROUND COLUMN BASE PLATES TO PROVIDE FOR COLUMN PLACEMENT AND LEVELING. BOX -OUTS ARE TO BE CLEAN AND FREE OF DEBRIS TO TOP OF FOOTING PRIOR TO FILLING WITH CONCRETE. COLUMN BOX -OUTS ARE NOT REQUIRED IF STEEL COLUMNS ARE PLUMB AND FULLY GROUTED PRIOR TO PLACEMENT OF SLAB. REINFORCING STEEL: A. REINFORCING STEEL AND ACCESSORIES SHALL BE DETAILED IN ACCORDANCE WITH ACI 315-99 (MANUAL OF STANDARD PRACTICE FOR DETAILING: REINFORCED CONCRETE STRUCTURES) AND CRSI MSP-1 (MANUAL OF STANDARD PRACTICE), LATEST EDITIONS. B. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 (UNLESS NOTED OTHERWISE), C. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND PLACEMENT. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS, ELEVEATIONS AND DETAILS 15 NOT ACCEPTABLE. D. ALL WELDED REINFORCING STEEL SHALL CONFORM To A5TM A-10ro, GRADE 60, AND BE USED ONLY WITH PRIOR PERMISSION FROM THE STRUCTURAL ENGINEER E. ALL TENSION SPLICES, INCLUDING SPLICES FROM 15AR5 LABELED CONTINUOUS, SHALL CONFORM TO ACI 318-99. SPLICES SHALL BE CLASS B IN ACCORDANCE WITH ACI 315, UNLESS NOTED OTHERWISE. REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED IN THE STRUCTURAL DOCUMENTS, EXCEPT REINFORCEMENT MARKED "CONTINUOUS" CAN BE SPLICED AT LOCATIONS DETERMINED BY CONTRACTOR SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. F. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A-185 AND BE LAPPED TWO FULL PANELS, TIED ON EACH SIDE AND SHALL BE SUPPLIED IN FLAT SHEETS. G. LONGITUDINAL REINFORCING BARS IN FOOTINGS SHALL BE PLACED CONTINUOUS AT CORNERS AND INTERSECTIONS. H. FOR EVERY VERTICAL OR HORIZONTAL BAR DISCONTINUED BY AN OPENING, ONE BAR (MIN. OF 2 BARS) SHALL BE ADDED -a SIDE OF OPENING (HALF TO EACH SIDE - TYPICAL). I. PROVIDE CORNER BARS AT ALL CONTINUOUS REINFORCING BARS AT ALL MEMBERS (FOUNDATIONS, WALL$, SLABS, BEAM5 AND OTHER MEMBERS). J. PROVIDE DOWELS FROM FOUNDATIONS, THE SAME SIZE AND NUMBER AS THE VERTICAL WALL OR COLUMN REINFORCING, UNLESS NOTED OTHERWISE. K. ADHESIVE FOR REINFORCING DOWELS IN EXISTING CONCRETE SHALL BE EITHER THE HIT HY150 INJECTION ADHESIVE SUPPLIED BY HILTI FASTENING SYSTEMS, EPDXY -TIE SET EPDXY ADHESIVE SUPPLIED BY SIMPSON 5TRONGTIE COMPANY, POWER -FAST EPDXY INJECTION GEL SUPPLIED BY POWERS FASTENERS, EPCON SYSTEM CERAMIC 6 EPDXY ADHESIVE SUPPLIED BY ITW RAM5ET/RED HEAD OR APPROVED EQUAL. MINIMUM EMBEDMENT LENGTH SHALL BE 12 BAR DIAMETERS, UNLE55 NOTED OTHERWISE. L. ALL DOWELS AND TERMINATING BAR5 SHALL HAVE A STANDARD 90 DEGREE HOOK M. ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL AND/OR CONSTRUCTION JOINTS AND AROUND CORNERS. CONCRETE MASONRY: A. ALL MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO ACI 530-99/ASGE 5-99/TM5 402-95 AND ACI 530.1-99/ASCE 6-99/TM5 602-99, B. CONCRETE MA50NRY UNITS SHALL BE NORMAL OR LIGHT WEIGHT AND CONFORM TO ASTM C-90. LAY IN RUNNING BOND UNLE55 NOTED OTHERWISE. PM SHALL BE 1500 PSI (MIN. CMU COMPRESSIVE STRENGTH = IWO PSI). COMPLETE TEST REPORTS THAT DOCUMENT MINIMUM COMPRESSIVE STRENGTH SHALL BE SUBMITTED TO THE BUILDING INSPECTOR C. JOINT REINFORCING - TRUSS TYPE, 9 GAUGE SPACED VERTICALLY AT 16" UNLESS NOTED OTHERWISE AND CONFORM TO ASTM A-82. D. VERTICAL REINFORCING IN CONCRETE MASONRY (AS REQUIRED) SHALL BE DOWELED INTO THE FOUNDATION AND EXTEND INTO THE BOND BEAM AT THE FLOOR OR ROOF. PROVIDE MIN. 4" X 4" OPENING AT U BLOCK FOR VERTICAL BAR E. PROVIDE REINFORCING IN CONCRETE MASONRY GROUTED CELLS AT EACH SIDE OF OPENING, EQUAL TO THE REINFORCING DISPLACED. MINIMUM REINFORCING SHALL BE (1) TYP. REINF. BAR AT EACH SIDE UNLESS REINFORCED CONCRETE JAMB IS CALLED OUT. F. PROVIDE JOINT REINFORCING AT a" AT MASONRY BELOW GRADE, 2 ROWS AT all AT TOP AND BOTTOM OF OPENINGS, (EXTEND 24" EACH SIDE) AND 2 ROWS AT 8" AT BOND BEAMS. G. CONCRETE MASONRY UNITS SHALL BE CUT BELOW CONCRETE 5EAM5 OR BOND BEAMS AS REQUIRED IN ORDER TO GET CONTINUOUS BEAM OR BOND BEAMS AT THE PROPER ELEVATION. H. ALL CELLS BELOW GRADE AND SLAB ON GRADE SHALL BE GROUTED. I. HORIZONTAL BEAMS, BOND BEAMS AND REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS. J. I6" DEEP BOND BEAMS MAY BE CONSTRUCTED OF 8" U BLOCK BELOW AND 8" STANDARD BLOCK ABOVE WITH BREAK AWAY TOP PART OF WEB, K SEE ARCHITECTURAL DRAWINGS FOR LAYING MASONRY AND LOCATION OF OPENINGS. CONCRETE. - A. ALL CONCRETE DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318-9g AND ACI 301-99. B. CEMENT SHALL BE TYPE I OR III CONFORMING TO ASTM C-150 AND CONCRETE SHALL DEVELOP A MINIMUM 28-DAY COMPRESSIVE STRENGTH A5 FOLLOWS: INTERIOR SLAB -ON -GRADE 3000 PSI FOOTINGS 3000 Pei G. TEST CYLINDERS SHALL BE TAKEN A$ A REPRESENTATIVE SAMPLE OF CONCRETE PLACED IN THE AMOUNT ACCORDING TO THE LESSER OF THE FOLLOWING: 1. _i5 CUBIC YARDS 2. 24 HOUR PERIOD 3. CHANGE IN CONCRETE STRENGTH D. TEST RESULTS SHALL BE FORWARDED TO THE ARCH ITECT/ENG[NEER. UNLE55 NOTED OTHERWISE, NORMAL WEIGHT CONCRETE (145 PGF) SHALL BE USED WITH 3/4" MAX. (ELEVATED) 1" MAX. (SLAB -ON -GRADE) COARSE AGGREGATE CONFORMING TO ASTM C 33. E. WHERE LIGHT WEIGHT CONCRETE (120 PGF) 15 SPECIFIED FOR ELEVATED FLOOR SLA55 ON METAL FORM DECK, 3/4" MAX. LIGHT WEIGHT AGGREGATE CONFORMING TO ASTM C-330 SHALL BE USED. F. CONCRETE SLUMP SHALL BE 3" - 5" (MAX.) FOR REGULAR MIX WITH SUPERPLASTICIZER ADMIXTURES INCREASING SLUMP TO 8" (MAX.). CONCRETE AIR -ENTRAINMENT SHALL BE 4.59. TO 7.590 FOR EXTERIOR SLABS AND 09. TO 3% FOR INTERIOR SLABS. G. UNLE55 NOTED OTHERWISE, CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: - CONCRETE CAST AGAINST EARTH - 3" - FORMED CONCRETE EXPOSED TO EARTH OR WEATHER - 2" - WALLS - 3/4" - COLUMNS/BEAMS - 1 1/2" - CONVENTIONAL REINF. INTERIOR SLAB - 1" - POST -TENSIONED EXTERIOR SLAB - I" - POST -TENSIONED INTERIOR SLAB - 3/4" H. WHERE NEW CONCRETE 15 TO BE POURED ONTO EXISTING CONCRETE, ROUGHEN AND CLEAN SURFACE OF THE ADJOINING AREA AND COAT WITH SIKADUR 32 HI -MOD OR AN APPROVED BONDING AGENT. I. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. J. THE RESULTS OF ALL CONCRETE COMPRESSIVE TESTS SHALL BE AT THE JOB SITE FOR REVIEW BY THE INSPECTOR K THE FOLLOWING CRITERIA REGARDING PIPES AND CONDUITS EMBEDDED IN CONCRETE MUST BE FOLLOWED (SEE MECHANICAL/ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, PIPES, CONDUIT, ACCESSORIES, ETC). THIS CRITERIA WILL BE STRICTLY ENFORCED. 1. CONDUITS, PIPES, AND SLEEVES OF ANY MATERIAL NOT HARMFUL TO CONCRETE SHALL BE PERMITTED TO BE EMBEDDED IN CONCRETE WITH THE APPROVAL OF THE STRUCTURAL ENGINEER 2. CONDUITS AND PIPES OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE. 3. CONDUITS, PIPES, AND SLEEVES PASSING THROUGH A SLAB, WALL, OR F3EAM SHALL NOT SIGNIFICANTLY IMPAIR THE STRENGTH OF THE CONSTRUCTION. 4. CONDUITS AND PIPES SHALL NOT BE LARGER IN OUTSIDE DIAMETER THAN 1/3 THE OVERALL THICKNE55 OF THE SLAB, WALL, OR BEAM IN WHICH THEY ARE EMBEDDED. 5, CONDUIT5 AND PIPES SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS OR WIDTHS ON CENTER CONCRETE COVER FOR PIPES, CONDUITS AND FITTINGS SHALL NOT BE LE55 THAN 1 1/2" FOR CONCRETE EXPOSED TO EARTH OR WEATHER, NOR 3/4" FOR CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR IN CONTACT WITH GROUND. 6. CONDUITS AND PIPES SHALL BE PLACED BETWEEN TOP AND BOTTOM SLAB REINFORCEMENT. PIPES AND CONDUITS SHALL BE PLACED IN THE MIDDLE THIRD OF THE SLAB OR WALL THICKNESS UNLESS NOTED OTHERWISE. -1. CONDUITS AND PIPE5 SHALL BE 50 FABRICATED AND INSTALLED THAT GUTTING, BENDING, OR DISPLACEMENT OF REINFORCEMENT FROM ITS PROPER LOCATION WILL NOT BE REQUIRED. 8. CONDUITS AND PIPES, WITH FITTINGS, EMBEDDED WITHIN A COLUMN SHALL NOT DISPLACE MORE THAN 4 PERCENT OF THE AREA OF CROSS SECTION NOTED ON DRAWINGS OR AS REQUIRED BY FIRE PROTECTION. 9. PIPES AND FITTINGS SHALL BE DESIGNED TO RESIST EFFECTS OF MATERIAL, PRESSURE AND TEMPERATURE TO WHICH THEY WILL BE SUBJECTED. 10. REINFORCEMENT WITH AN AREA NOT LESS THAN 0.002 TIMES THE AREA OF CONCRETE SECTION SHALL BE PROVIDED NORMAL TO PIPING. TH15 REINFORCEMENT SHALL BE IN ADDITION TO REINFORCEMENT NOTED ON DRAWINGS. 11, REFER TO ACI 318, 5ECTION 63 FOR ADDITIONAL REQUIREMENTS FOR CONDUITS AND PIPES EMBEDDED IN CONCRETE. L. SEE ARCHITECTURAL, ELECTRICAL, MECHANICAL, FIRE PROTECTION AND PLUMBING DRAWINGS FOR DRIPS, CHAMFERS, REGLETS, SLOTS, SLEEVES, RUSTICATIONS, INSERTS ANCHORS AND OTHER EMBEDDED ITEMS NOT NOTED ON STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING 4 PLACING ALL EMBEDDED ITEMS SHOWN ON DRAWINGS 4 ADDITIONAL ITEMS NOTED IN THIS NOTE, A5 REQUIRED BY OTHER TRADES. UNLESS SHOWN ON STRUCTURAL DRAWINGS, NO OPENINGS LARGER THAN 12nxI2" SHALL BE PLACED ON SLABS OR WALLS. FOR OPENINGS NOT SHOWN ON STRUCUTRAL DRAWINGS, APPROVALS MUST BE OBTAINED FROM THE ENGINEER/ARCHITECT PRIOR TO FABRICATION OF STEEL AND PLACEMENT OF CONCRETE. M. FLY ASH, MEETING ASTM C-618 CLASS C OR CLA55 F, MAY BE USED TO REPLACE UP TO 2r2% OF PORTLAND CEMENT. CONTRACTOR AND SUPPLIER SHALL COORDINATE TO ENSURE THAT REQUIRED SET TIMES FOR CONCRETE ARE NOT ADVERSELY AFFECTED BY USE OF FLY ASH. CONTRACTOR AND ALL CONCRETE SUBCONTRACTORS SHALL HAVE EXPERIENCE WITH HANDLING, PLACING AND FINISHING CONCRETE WITH FLY ASH. N. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE ENCASED IN CONCRETE AND FOR LOCATION OF FLOOR FIN15HE5 AND SLAB DEPRESSIONS. 0. CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER NO HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED EXCEPT THOSE SHOWN ON THE STRUCTURAL DRAWINGS. P. DEFECTIVE AREA IN CONCRETE INCLUDING, BUT NOT LIMITED TO, HONEY -COMBING, SPALLS, AND CRACKS WITH WIDTHS EXCEEDING 0.01 INCH SHALL BE REPAIRED. EXTENT OF DEFECTIVE AREA TO BE DETERMINED BY THE STRUCTURAL ENGINEER Q. POWDER ACTUATED FASTENERS (OR POWDER DRIVEN FASTENERS) SHALL BE ANCHORED IN CONCRETE WITH MINIMUM FASTENER SPACING OF 3" AND MINIMUM EDGE DISTANCE OF 2". R. POLYSTYRENE FILL FOR SLAB SHALL CONFORM TO A5TM C-518 WITH 1.8 PCF MINIMUM DENSITY AND FLEXURAL STRENGTH BETWEEN 60 AND 100 POUNDS PER SQUARE INCH (MINIMUM). 5. HEADED CONCRETE ANCHORS SHALL BE TYPE B AND CONFORM TO AW5 DI.1-02 4 ASTM A105 SPECIFICATIONS FOR 1010 THROUGH 1020 MILD 5TEEL5. MINIMUM YIELD STRENGTH = 51,000 P51 (02 % OFFSET). GROUT AND MORTAR: A. GROUT UNDER BEARING PLATES SHALL BE NON -SHRINK SIKAGROUT 212 (OR APPROVED EQUAL) W/MIN. ro,000 P51 COMPRESSIVE STRENGTH. MIXING AND PLACEMENT SHALL BE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. B. MASONRY GROUT SHALL CONFORM TO ASTM C-4-iro WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 psi AT 28-DAYS PER A5TM C 39. MAXIMUM AGGREGATE SIZE SHALL BE 1/4", AND SLUMP SHALL BE 8"-10". TEST SAMPLES SHALL BE TAKEN FOR EVERY 30 CU. YDS. PLACED AND COMPRESSION TEST RESULTS SHALL BE FORWARDED TO THE ARCHITECT/ENGINEER C. MASONRY MORTAR SHALL BE TYPE 'IS" AND CONFORM TO A5TM C-2-10 WITH A MIN. COMPRESSIVE STRENGTH OF 1600 PSI AT 28-DAY5. D. ANCHORING CEMENT FOR RAILINGS: MIX PREPARED ANCHORING CEMENT PRODUCT WITH WATER AS DIRECTED BY MANUFACTURER'S PRODUCT DATE FOR IMMEDIATE USE. HOT -DIP GALVANIZED STRUCTURAL STEEL - A. ALL STEEL EXP05ED TO EARTH OR WEATHER SHALL BE GALVANIZED (INCLUDING EXPOSED LINTEL ANGLES). B. HOT -DIP GALVANIZING SHALL BE PERFORMED IN ACCORDANCE WITH A5TM A-123/A-123M-02 FOR STRUCTURAL SHAPES AND ASTM A-153/A-153M-03 FOR FASTENERS, WITH MINIMUM COATING THICKNESS A5 SPECIFIED IN ASTM STANDARDS. 5TANDARD PRACTICE FOR GALVANIZATION (HOT -DIP) SHALL BE PERFORMED IN ACCORDANCE WITH ASTM A-385-03. C. GALVANIZER SHALL SUBMIT CERTIFICATE OF CONFORMANCE AS A PART OF THE STEEL SUBMITTALS STATING THAT PROJECT SPECIFICATIONS HAVE BEEN MET. D. IF GALVANIZED STEEL 15 STORED FOR A PERIOD IN EXCESS OF ONE MONTH AFTER GALVANIZATION, GALVANIZER AND/OR FABRICATOR SHALL PACKAGE AND STORE STEEL BY METHODS REQUIRED TO PREVENT TIGHT 5TACK5 OR NESTED STACKS AND TO ALLOW DEVELOPMENT OF ZINC COATING. E. FOR MATERIAL THICKER THAN 3/4", DRILL HOLES IN STEEL. FOR MATERIAL 3/4" OR LESS, PUNCHED HOLES ARE ACCEPTABLE AND HOLES SHALL BE PUNCHED UNDERSIZED AND THEN REAMED AN ADDITIONAL 1/5" OVERALL. ALL HOLES SHALL BE TAPPED AFTER GALVANIZING TO REMOVE COATING ON INTERIOR SURFACE OF HOLE. ALL GAPS 4 HOLES SHALL BE 3/32" MIN. F. ALL BOLTS USED FOR CONNECTIONS AT GALVANIZED STEEL. MEMBERS SHALL BE GALVANIZED PER STANDARDS NOTED. G. WELD RODS USED FOR WELDS AT GALVANIZED STEEL SHALL BE COMPOSED OF NO MORE THAN 02E9% 51LICON MATERIAL. H. DAMAGED AREAS, BARE SPOTS, WELDS 4 FIELD CONNECTIONS SHALL BE TOUCH-UP GALVANIZED PER METHODS STIPULATED IN A5TM A-180-01. 1. REFER TO ASTM A-143, A-384 AND D-6386 FOR ADDITIONAL STANDARD PRACTICES RELATED TO SPECIAL CONDITIONS FOR HOT -DIP GALVANIZING. J. GALVANIZED FAYING SURFACES AT SLIP CRITICAL CONNECTIONS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A-123 AND SHALL BE ROUGHENED BY MEANS OF HAND WIRE BRUSHING. POWER WIRE BRUSHING 15 NOT PERMITTED. COLD FORMED METAL FRAMING (METAL STUDS AND JOISTS): A. DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO AISI "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION. ALL METAL 5TUD5 SHALL BE GALVANIZED. B. MINIMUM YIELD STRENGTH (FY) FOR MATERIAL IS 33,000 P51 FOR 33 M11-5 AND 43 MIL5 MATERIALS, AND 50,000 PSI FOR 54 MILS, 68 MILS AND 91 MILS MATERIALS. C. ALL STUDS, JOISTS, TRACK, BRIDGING, END CLO5URE5 AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF AISI SPECIFICATION FOR THE DE51GN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" UNLESS NOTED OTHERWISE. D. ALL PRODUCTS TO BE MANUFACTURED BY A CURRENT MEMBER OF THE STEEL MANUFACTURERS' ASSOCIATION. E. ALL MATERIAL AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING, MEETING ASTM A-653. F. ALL SCREWS SHALL BE NON -CORROSIVE NO. 12-14 STANDARD SELF -DRILLING SCREW5 UNLESS NOTED OTHERWISE ON DRAWINGS (DO NOT USE STAINLE56 STEEL OR COPPER COATED FASTENERS). G. ALL POWDER ACTUATED FASTENERS (PAF) SHALL BE 0.111" DIAMETER POWDER ACTUATED FASTENERS (PROVIDE 0.145" DIAMETER, 3/4" MAX. EMBED FASTENERS WHERE ,ATTACHING TO POST -TENSION CONCRETE STRUCTURE). H. ALL SCREWS SHALL BE SPACED NO CLOSER THAN 1" ON CENTER UNLESS NOTED OTHERWISE ON DRAWINGS. MIN. EDGE DISTANCE FOR SCREWS SHALL BE 1". I. UNLE55 NOTED OTHERWISE, TRACKS SHALL BE SAME DEPTH AS 5TUD5 OR JOISTS AND EQUAL OR THICKER GAUGE THAN 5TUD5 OR JOISTS. TRACKS SHALL BE CONNECTED TO SUPPORTS WITH TWO SCREWS OR PINS AT Iron MAX. STUDS OR J015T5 SHALL BE CONNECTED TO TRACKS AT EACH SIDE. J. ALL WALLS SHALL HAVE WALL BRIDGING m 4'-0" O.C. MAX. IF FULL -HEIGHT SHEATHING 15 NOT INSTALLED ON BOTH SIDES OF STUDS. K CONTINUOUS BRIDGING MAY CONSI5T OF 2 1/2"-43 MILS. STRAPS, SCREW ATTACHED TO BOTH FLANGES OF EACH STUD WITH SOLID BLOCKING REQUIRED AT 8'-0" O.C. MAX. AND ADJACENT TO EACH OPENING:. BLOCKING MAY BE MADE FROM 33 MILS STUD MATERIAL ATTACHED WITH 54 MIL CLIP ANGLE WITH 2 SCREWS PER ANGLE FLANGE. A$ AN ALTERNATE BRIDGING, FOR 3 5/8" OR 4" STUD5 ONLY, PROVIDE 1 1/2" CRC CHANNEL BRIDGING (150U50-54) AT THE CENTERLINE OF STUDS WITH (2) SCREWS PER ANGLE FLANGE. L. ALL BRIDGING MUST BE CONTINUOUS FOR FULL LENGTH OF WALL OR PROPERLY SPLICED WITH AN APPROVED SPLICE ELEMENT. M_ THE QUANTITY OF STUDS AND JOISTS DISPLACED OR CUT FOR OPENING SHALL BE PLACED HALF ON EACH SIDE OF OPENING, UNLESS NOTED OTHERWISE, (2) 5TUD5 MIN. EACH SIDE OF OPENING. N. FOR ALL FULL HEIGHT STUD WALLS (WALL5 WITH BASE SUPPORT AT FOUNDATION OR FLOOR STRUCTURE), PROVIDE CLIP SUPPORT WITH VERTICAL SLIP CAPACITY OR SLIP TRACK AT TOP TRACK CONNECTION TO ALLOW FOR 3/4" LIVE LOAD DEFLECTION OF STRUCTURE ABOVE THE STUD WALLS. O. ALL WELDING TO BE PERFORMED BY A QUALIFIED WIRE FEED WELDER PER ASTM A-108. FIELD WELDING SHALL BE DONE WITH E60 ELECTRODES. WELDING SHALL CONFORM TO AMERICAN WELDING 50CIETY STANDARD D13, LATEST EDITION. P. APPLY ZINC COATING TO ALL WELDS. Q. CONTRACTOR SHALL FURNISH COMPLETE FABRICATION AND ERECTION DRAWINGS FOR APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO THE COMMENCEMENT OF FABRICATION. INCLUDE PLACING DRAWINGS FOR FRAMING MEMBERS SHOWING SIZE AND GAGE DESIGNATIONS, NUMBER, TYPE, LOCATION AND SPACING. INDICATE SUPPLEMENTAL TRAPPING, BRACES, SPLICES, BRIDGING, ACCE556ORIES AND DETAILS REQUIRED FOR PROPER INSTALLATION. R MULITIPLE STUD COLUMNS (INCLUDING JACK/FULL HT. STUD ASSEMBLIES EA. 51DE OF OPENING5) SHALL BE WELDED TOGETHER AT BOTH FLANGES WITH 2" TOP AND BOTTOM AND 1" AT 24" O.G. BETWEEEN. IF SCREWED CONNECTIONS REQUIRED TO FASTEN STUDS, PROVIDE (2) ROWS OF SCREWS AT SPACINGS NOTED FOR WELDS, FASTENED AT WEBS (NOTE: ADDITIONAL TRACK MEMBERS, SAME DEPTH AND GAGE AS STUD MEMBERS (MIN.), MAY BE REG'V. TO BUILD BOX MEMBERS TO PROVIDE WEB SCREW CONNECTIONS NOTED. FASTEN FLANGES OF TRACKS TO FLANGES OF STUDS WITH SCREWS EA. FLANGE AT SAME SPACING NOTED ABOVE). PRESTRE55ED PRECAST HOLLOW CORE CONCRETE SLAB: A. DESIGN, FABRICATION, AND ERECTION OF PRESTRESSED PRECAST HOLLOW -CORE CONCRETE (PPHCC) SLAB SHALL CONFORM TO ACI 318 -99, CHAPTER5 16 AND 15. B. PRECAST MANUFACTURER IS TO BE RESPONSIBLE FOR THE DESIGN OF PRECAST CONCRETE STRUCTURE, INCLUDING PRECAST CONCRETE COMPONENTS, EMBEDDED METAL IN CAST -IN -PLACE CONCRETE, AND METHODS OF CONNECTION FROM PRECAST COMPONENTS TO BUILDING STRUCTURE. C. PRECAST CONCRETE STRUCTURE SHALL BE DESIGNED FOR LOADS NOTED UNDER "DESIGN LOADS" AS A MINIMUM. ALL PPHCC 5LA55 SHALL BE CONSTRUCTED USING CONCRETE WHOSE SELF -WEIGHT SHALL NOT EXCEED 66 P5F, AND SHALL DEVELOP A MINIMUM STRENGTH OF 5000 P51 Q 28 DAYS. D. PRESTRESSING STRANDS SHALL BE 2-10 K51 MATERIAL AND CONFORM TO ASTM-A 416. E. PRECAST MANUFACTURER SHALL SUBMIT DESIGN CALCULATIONS STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE IN WHICH THE PROJECT 15 CONSTRUCTED AT THE TIME SHOP DRAWINGS ARE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATING ANY MATERIAL. F. SUBMIT SHOP DRAWINGS SHOWING LAYOUT OF 5LA55 WITH LOCATIONS OF PROPOSED SLAB OPENINGS. ALL OPENINGS IN SLAB 5LA55 SHALL BE COORDINATED WITH ARCH./MECH. DRAWINGS AND SHALL BE CONSIDERED IN THE DESIGN OF THE PPHCC SLAB. G. BEARING ENDS OF ALL PPHCC 5LAB5 SHALL BE GROUTED SOLID INSIDE CORES FOR A MINIMUM DISTANCE OF 8" FROM THE END. PROVIDE STOP -BLOCKING INSIDE CORES TO PREVENT CONCRETE FLOW IN EXCESS OF all. H. PROVIDE 3" MINIMUM BEARING OF PPHCC SLA55 ON SUPPORTS. I. PRECAST MANUFACTURER TO SPECIFY REQUIRED BEARING PADS FOR HOLLOW CORE PLANKS TO ENSURE UNIFORM D15TR15UTION OF BEARING STRESS. J. MINIMUM COMPRESSIVE STRENGTH OF GROUT FOR GROUTING BETWEEN AND AT ENDS OF PLANKS SHALL BE 3000 P51. K SHOP DRAWINGS FOR HOLLOW -CORE CONCRETE SLABS SHALL BE AVAILABLE ON THE JOB SITE DURING TIMES OF INSPECTION AND SHALL BEAR CLEAR INDICATION THAT THEY HAVE BEEN REVIEWED AND APPROVED BY THE PROJECT STRUCTURAL ENGINEER -OF -RECORD. L. TOPPING SLAB (IF SPECIFIED) SHALL BE A MINIMUM OF 2" THICK OVER ENTIRE SPAN OF PLANK TOPPING SLAB SHALL BE 3000 PSI NORMAL WEIGHT CONCRETE REINFORCED WITH WWF r'ox6 - W2.IxW2.1 (FLAT 5HEET5). architecture, planning, design 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax www.praxis3.com Copyright (c) 2010 Praxls3, PC l/nbyt / All reports, plans, specifications, ccles, field data, notes and other documents and instruments prepareaxls3 shallretain all common law, statutory and other reserved rights. Including copyright thereto. This drawing may not be reproduced in whole or in part without written permission of Praxis3. It Is to be returned upon request. Scales as stated are valid on the original drawings which are 30" x 42". Rev Date Comments - 01/08/08 Issued for Permit - 07/27/10 Resubmit Permit Client: Autionation 200 SW 1st Avenue, 14th Floor FT. LAUDERDALE, FL 33301 Project Number: 07032 Drawn By: JAJ Checked By: MBP Approved By: GJP Sheet Title: GENERAL NOTES Sheet Number: 111 z 0 C) D C) LL 0 w 0 Q w ,4551REVIAT IONS ACI AMERICAN CONCRETE LLH LONG LEG HORIZONTAL INSTITUTE LLV LONG LEG VERTICAL. AISC AMERICAN INSTITUTE OF LW LONG WAY STEEL CONSTRUCTION LO LOW AISI AMERICAN IRON AND LRFD LOAD RESISTANCE STEEL INSTITUTE FACTORED DESIGN A.F.F. ABOVE FINISHED FLOOR MANUR MANUFACTURER ALT. ALTERNATE MAX. MAXIMUM A.R. ANCHOR ROD MEZZ. MEZZANINE ARCH. ARCHITECT MIN. MINIMUM ASTM AMERICAN SOCIETY OF MISC. MISCELLANEOUS TESTING AND MATERIALS MTL. METAL AWS AMERICAN WELDING SOCIETY N.I.C. NOT IN CONTRACT ASP ALLOWABLE STRESS DESIGN N.S. NEAR SIDE B/ BOTTOM OF NTS, NOTES BLDG. BUILDING N.T.S. NOT TO SCALE BM. BEAM O.G. ON CENTER BOT. BOTTOM OD OUTSIDE DIAMETER BRG. BEARING O.N. OPPOSITE HAND BTWN. BETWEEN OPNG. OPENING C-C CENTER -CENTER PAF POWDER ACTUATED CJ CONTROL/CONSTRUCTION JOINT FASTENERS CENTERLINE PJF JOINT FILLER CLR CLEAR PL or }E' PLATE CMU CONCRETE MASONRY UNIT PI.F or Ib/ft POUNDS PER LINEAL. FOOT COL, COLUMN PSI or P.S.I. POUNDS PER SQUARE INCH CONC. CONCRETE P6F or P.5F. POLN05 PER 5QUARE FOOT CONN. CONNECT PT or P.T. POST TENSIONED or CONT. CONTINUOUS PRESSURE TREATED CTR CENTER PT. POINT D DEEP RAD. RADIUS DBA PEFORMED BAR ANCHOR RD. ROOF DRAIN PBL. DOUBLE REF. REFERENCE DIA. DIAMETER REINF. REINFORCING DN. DOWN READ. REQUIRED EA. EACH REV. REVISION E.F. EACH FACE RTU ROOF TOP UNIT EJ EXPANSION JOINT 5C SHEAR CONNECTOR ELEV. ELEVATION SCHED. SCHEDULE E.W. Xor EACH WAY SF SQUARE FOOT IST. X15T. EXISTING SIM. SIMILAR EXTER. or EXTERIOR SLH SHORT LEG HORIZONTAL XT. F.D. FLOOR DRAIN SLV SPA. SHORT LEG VERTICAL SPACES FIN. FLR FINISH FLOOR SS STAINLESS STEEL FLR FLOOR STD. STANDARD FND. FOUNDATION STIFF, STIFFENER F.S. FAR SIDE STL. STEEL FTG. FOOTING SW SHORT WAY F.Y. FIELD VERIFY SYM. SYMMETRICAL GEN. GENERAL TEMP. OF TE/ TOMPORARY GALV. GALVANIZED T45 TOP 4 BOTTOM GDR HCA GIRDER HEADED CONCRETE ANCHORS THK THICKENED or THICK HI HIGH THRU THROUGH N.T. HEAVY TIMBER TYP. UN O TYPICAL UNLESS NOTED OTHERWISE HORIZ. HORIZONTAL VERT. VERTICAL HSS HOLLOW STRUCTURAL SECTION W WIDE ID INSIDE DIAMETER W/ WITH IN5UL, INSULATION/INSULATING W/O WITHOUT INTER INTERIOR WD_ WOOD Jet JOIST WWR WELDED WIRE JT. JOINT REINFORCEMENT }.G. LONG iKC KIPS KLF or Wft KIPS PER LINEAL FOOT K51 or KS.I. KIPS PER SQUARE INCH K5F or K5 KIPS PER SQUARE FOOT f I I I I F _ .. FOOTING SIZE DESIGNATION I I L _ _ _ J (+/-) X' - X" TOP/FOOTING ELEV. VERSUS PROJECT 0'-0" ELEVATION MIDI. LAP SPLICE LENGTH SCHEDULE (3000 PS I BAR TYPE BAR SIZE 03 04 *5 Oro # 1 08 *9 FOOTINGS 11" 22" 25" 33" 4811 5511 621' WALLS 2211 29" 3611 4311 631' —12 n 5111 SLABS/L.�EAMS (BOTTOM BARS) 2211 2911 11 36 Ai n "t 6311 '1 n 8111 SLA55/BEAMS (TOP BARS) 2811 3111 4-111 5611 8111 93" 105u NOTES: 1. THESE TABLES ARE ADQUATE FOR REGULAR WEIGHT CONCRETE. IF LIGHTWEIGHT AGGREGATE CONCRETE IS USED, MULTIPLY TABLE VALUES BY 13 2. RE15AR IS ASSUMED TO BE UNCOATED (NO EPDXY COATING) UL MIN. LAP SPLICE LENGTH SCHEDULE FOR CONC TE MASONRY UNITS (CMU) BAR TYPE BAR SIZE 03 04 *5 *Y *-1 05 *9 8" CMU 1911 25" 3111 5 I" 19" 112" 146" 12" CMU 1911 25" 31" 5211 61" 1 151 9011 NOTES: 1. F'm = 1500 psi 2. REBAR IS ASSUMED TO BE UNCOATED (NO EPDXY COATING) 3. REBAR IS LOCATED IN CENTER OF CELL. UL WNCrq;;=TE MASONRY UNIT LINTEL SCHEDULE REINFORCING SPAN DEPTH ro" WALL 8" WALL 12" WALL 01-011TO4'-011 8" 1-*5 1-05 1-*5 41-011 TO 61-011 all 1—*5 1—*5 I—*5 ro'-O" TO 8'-0" 811 1 - *5 2 - 1*4 2 - 04 V-0" TO 10'-0" 16" I - '15 2 - 04 2 - 04 10'-0" TO 12'-0" 1611 1 - 05 2 - 04 2 - *5 NOTE: 1. PROVIDE 8" BEARING (MIN) Q EA END. 2. REINFORCE END BEARING W/1-*5 IN GROUT FILL (U.N.O.) 3. 16" DEEP LINTEL MAY BE CONSTRUCTED OF 8" U-BLOCK (BELOW) AND 8" DEPRESSED WEB BLOCK (ABOVE) - FULLY GROUTED. 4. BOTTOM REINF. COVER SHALL BE A MAX. OF 2 1/211 FROM BOT/LINTEL. 5. WHERE LINTEL ABUTS COLUMN PROVIDE MINIMUM roll OR 8" WIDE (TO MATCH MASONRY) L6x6x3/8 ANGLE SEAT FOR CONCRETE 11U" BLOCK LINTEL SUPPORT. METAL STUD SILL SCHED. OPNG. HEADER SIZE REMARKS 0' - 4' (2) 6005162-43 SEE DET. BELOW 4' - 8' (2) 8005162-43 SEE DET. BELOW 8' - 12' (2) 1000SI62-54 SEE DET. BELOW 12' - 14' (2) 12008162-54 SEE DET. BELOW LM 2 JACK STUDS 43 MIL T 48 TRACKS 54 MIL (MIN.) CONN. PLATES EA. SIDE. 1/2 OF VERT. STUDS DISPLACED BY OPNG. 2 CMIN.) LOAD ARIilIn� METAL STUD HEADER SCHEDULE OPNG. HEADER SIZE REMARKS 0' - 4' (2) 6008162-43 SEE DET. BELOW 4' - 8' (2) 8005162-43 SEE DET. BELOW 8' - 12' (2) 10006I62-54 SEE DET. BELOW 12' - 14' (2) 12005162-54 SEE DET. BELOW 54 MIL. (MIN.) CONN. PLATES EA. SIDE. 1/2 OF VERT. STUDS DISPLACED BY OPNG. 2 (MIN.) (4) SCREWS OR 2 JACK STUDS 4" TOT. WELD MEMBER-TO- T4B TRACKS SAME MEMBER 6 TOP GA. AS HEADER OF JACKS NOTES: I. UNLESS NOTED OTHERWISE, AT SILL, PROVIDE 54 MIL x WALL STUD WIDTH CONTINUOUS TRACK W/68 MIL CLIP EA. END OF TRACK ((3) SCREWS PER LEG AT EA. CLIP) 2. UNLESS NOTED OTHERWISE, END CONNECTIONS FOR HEADER SHALL BE THE FOLLOWING: A. THRU CONNECTIONS TO JACK STUDS (W/(2) 5CREW8 AT TOP OF JACK STUD TO ADJACENT FULL HT. STUDS (FOR SPANS LE55 THAN 6') B. 68 MIL CLIP CONN., IN ADDITION TO CONN. NOTED IN A., W/(3) SCREWS PER LEG AT EA. CLIP. CONN. CLIP DIRECTLY TO FULL HT. STUDS AND PROVIDE CLIP AT TOP 4 BOTT. OF HEADER. HEADER I NOTE A: SHORT TRACK W/ (4) SCREWS TO HEADER 4 SCREW EA. FLANGE TO EA. JACK NOTE B: TOP 4 BOTT OF HEADER MET,4L STUD DES IGNAT ICONIS MATERIAL THICKNESS (MILS) CORRESPONDING GAUGE (FOR REFERENCE ONLY) 18 25 21 22 33 20 43 18 54 16 6a 14 91 12 architecture, planning, design 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax www.praxis3.com t Copyright (c) 2010 Praxis3, PC ' All reports, plans, specifications, computer file , ibld data, notes and other documents and Instruments prepared by PraxiO shall retain all common law, statutory and other reserved rights, including copyright thereto. This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings which are 30" x 42". Rev Date Comments - 01/08/08 Issued for Permit 07/27/10 Resubmit Permit Client: Aut®nati®n 200 SW 1 st Avenue, 14th Floor FT. LAUDERDALE, FL 33301 Project: Courtwo%sy H o n d a. Additiola"'I SANFORD, FL Project Number: 07032 Drawn By: JAJ z Checked By: MBP Approved By: GJP Sheet Title: GENERAL z SCHEDULES � U- Sheet Number: w w w 04 t I I I I I I I I I I I 6" CONC. SLAB REINK W/WWR x6-W2.9xW2.9 (FLAT SHEETS) m SLAB MID -DEPTH ON VAPOR RETARDER T 5LAB (FIN. FLR.) = SEE CIVIL _ I REF. T/SLAB - O'-Ol' r I A500 Ile, I ssro -FARO-11171 AL—F CUN D-A RO N-FL A N I SCALE: 3/ 2" = 11-0111�1 NOTES: I I I A I I I I h 1 i FAI=-VIA SCALE: 3/32" = 1'-Oil NOTES- I. f=OUNDATION FLANrl_"� r FOOT NG SCHEDULE MARK SIZE REINFORCEMENT F4 '-0IIx AI_01lX21_ 1l % - 057 G.W. T4E3 F& 9,'-0llxbl-01lx21-0II 7 - 06 E.1). T45 FS V-01lx81-01lx21-0'l 10 - Mb F-W. T45 2. T/CMU=(+)4'-8" (TYP.-U.N.O.) 3. SEE METAL STUD HEADER SCHEDULE SHEET 5001 FOR ALL NEW OPENINGS. .: I W I a 6 P a, a h r, a I r 44 4e a I ,r 9 � Ia•t�al a I � I r 5� a a A500 22'-3" 5 „-:4 Is, 3 2 architecture, planning, design 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax www.praxis3.com low Copyright (c) 2010 Praxis3, PC All reports, plans, specifications, computgf files, figld data, notes and other documents and instruments prepared by Praxis"",hall retain all common law, statutory and other reserved rights, Including copyright thereto. This drawing may not be reproduced In whole or in part without written permission of Praxls3. It is to be returned upon request. Scales as stated are valid on the original drawings which are 30" x 42". Rev Date Comments - 01/08/08 Issued for Permit - 07/27/10 Resubmit Permit Client: Autonation 200 SW 1 st Avenue, 14th Floor FT. LAUDERDALE, FL 33301 Project: Courtesy Honda Addition SANFORD, FL Project Number: 07032 Drawn By: JAJ z Checked By: MBP Approved By: GJP Sheet Title: b Cn FOUNDATION PLAN O U. Sheet Number: w 0 ua W R I I I I I I I I I I I I I I 1— I I I I sl_ 6 A500 I FART f AL r4;;'-;i./0F ING SCALE- 3/32" = V-0" 520 NOTES: 1. Il DENOTES 6" DEEP P �--AOT HOLLOW CORE SLAB I I I I I I I I 2 I A500 I I I I� Q U tOW '�Z���i�� �J SCALE: 3/32" = V-0" NOTES: I. P.E. BLDG. MANUP. TO COORD. NEW RTUS W/ MECH. DWI35. 2. NO NEW RTUS ARE TO BE PLACED ON EXISTING 5LDG. architecture, planning, design 1776 Peachtree St,. NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax www.praxis3.com Copyright (c) 2010 Praxis3, PC All reports, plans, specifications, computer le field data, notes and other documents and instruments prepared by Pr 's3 shall retain all common law, statutory and other reserved rights, including copyright thereto. This drawing may not be reproduced In whole or In part without written permission of Praxls3. It is to be returned upon request. Scales as stated are valid on the original drawings which are 30' x 42". Rev Date Comments - 01/08/08 Issued for Permit - 07/27/10 Resubmit Permit Client: Aut®nati®n 200 SW 1 st Avenue, 14th Floor FT. LAUDERDALE, FL 33301 I Project: Courtesy Honda Addition SANFORD, FL Project Number: 07032 Drawn By: JAJ z Checked By: MBP O Approved By: GJP Sheet Title: ROOF z FRAMING U PLAN O UL Sheet Number: w v� JIM w 45;eo 1 W W. SAW CUT CONTROL JOINT TO FILL SAW GUT W/ BE 1/4 THE SLAB THICKNESS JOINT FILLER (SHALL BE WITHIN 12 HOURS) WWM (SEE PLAN) X X "SAW CUT CONTROL JOINTS" METAL OR PLASTIC KEY FORMER NAILED TO WOOD BULKHEAD BULKHEAD (REMOVE (REMOVE AFTER AFTER FIRST POUR) FIRST POUR) WWM (SEE PLAN) DISCONTINUOUS a JT. X X Q _T _Ii L SECOND POUR FIRST POUR SECTION � SCALE: I" - 1'-0" 30 VERT. WALL REINF. (S a 4011 O.C. IN GROUT FILLED CELL DOWELS TO MATCH VERT. WALL REINF. 1/2" PJF T/WALL ,` (SEE PLAN) all CMU 04 -0 24" O.C. 2'-,air FOOTING (POUR 2) T/FTG. (SEE PLAN) "TYP. T I . FIFE UNDER FOOTING TAILK7� SCALE: 1" = 1'-0"j3V T/WALL (SEE PLAN) A36 THREADED ROD A.B. W/ 3/8"x4"x4" PLATE WASHER 4 NUT AT BOTTOM (SEE METAL BLDG. DWG.'S FOR A.B. SIZE, QUANTITY, Q LOCATION) (1'-3" EMBED. -TYPICAL) PLACE NON -SHRINK GROUT UNDER BASE PLATE AS REQ'D BY PRE-ENG. BLDG. MANUF. -Y /at A Ct T/SIDEWALK I _ T/SLAB (SEE CIVIL) (SEE PLAN) L_ -_I = I I VAPOR RETARDER a2 (4)-"04 CONT. U 2'-011 SECTION � SCALE: 1" = I'-0" S30 OM PANEL GEED 3", D. "TYPICAL ITYPICAL JOIST C:HORD SUPPORT" I FOR LOADS s) OTHER THAN PANEL POINT LOCATIONS 5ECTION SCALE: I" = 1'-0" S30 VERT. WALL REINF. OS im 40" O.G. --\\P IN GROUT FILLED CELL _ T/lU,V (SEE PLALA N) all CMU DOWELS TO MATCH _ VERT. WALL REINF. _ 1/2" PJF T/SLAB (SEE PLAN) T/FTG. (SEE PLAN) 21-0" �- (3)-104 CONT. m 5 '1-*4 '1 12" O.C. SECTION KT&_� SCALE: 1" = 1'-0" 53� 4" ,ONCRETE =VE all CMU (SEE 6/S301 IPRE-ENGINEERED MTL. BLDG. COL. II. all CMU II HAIRPINS IN SLAB (SEE DETAIL 0/5301 - II HOOK AROUND ANCHOR BOLTS) II WWR (SEE FDN. PLAN) /GONG. SLAB l/ (SEE FDN. PLAN) 3" CLR FOR FOOTING SIZE AND REINFORCING SEE FDN. PLAN 4 FTG. SCHEDULE 5ECTION SCALE: I" = 1'-0" 530 TALE SPAN L SIZE UP TO 4'-0" L3x3x3/1ro 4'-1" TO ro'-0" L4x3x1/4 (LLV) 6'-111 TO 8'-0" L5x3xl/4 (LLV) V-1" TO 10'-0" Lrox4xEOro (LLV) HVAC UNIT SUPPORT L(Ox4x5/16 (LLV) CONTROL JOINT DUR-O-WAL PA 2200 (OR APPROVED EQUAL) JOINT STABILIZATION ANCHOR I GROUT CELL EA. SIDE OF Q Iro O.C. IN HORIZ. MORTAR JOINT I CONTROL JOINT WALL INTr=R10f;� WALL tI FOOTING GROUT CELL EA. SIDE OF CONTROL JOINT CONTROL JOINT AND PLACE T/FTG.J� (1)-04 BAR. (SEE PLAN) "TYF. FTG. ADJACENT TO TrW%,=NGH" 2 VAPOR RETARDER I IDETAIL 3 SCALE: I" = 1'-0" 53� ReDl_TS EDGE OF CONC. SLAB U_ 0 FOR SIZE AND LOCATION OF REQUIRED ROOF 1-104 CONT. OPNG. SEE MECHANICAL DWGS. AND OR HVAC MANUFACTURER T/SLAB (SEE PLAN) 3000 PSI GROUT (SEE GENERAL • EE TABLE NOTES) COPE 3" I I (TYP.) I I +-• I I • �- 1 O G. I `n OI I 1 • 0 U 4 I w • EE TABLE "TYP. ROOF Oi=NG./HVAC SUPPORT FMG. 5ECTION SCALE: I" = 1'-0" � 8" CMU WALL (SEE 1(0/5301) II EXTERIOR WALL" NOTES: 1. SPACING OF CONTROL JOINTS IN INTERIOR/EXTERIOR CMU WALL SHALL NOT EXCEED 40'-0". 2. SEE ARCH. DWGS. FOR EXACT LOCATION OF CONTROL JOINTS. 3. HORIZ. JOINT REINF. TO STOP AT EACH SIDE OF CONTROL JOINT. I I TYF. CMU CONTROL ROL J `fi. l l DETAIL r-4_'\� SCALE: 1" = I'-0" 3� COL. SEE PLAN CMU (BEYOND) N I —__J� 3/ n � h 4 SLOPE -�\ U I 1 FL—J_ I -1I I WWR (SEE PLAN) �J I-- 1/2n PJF T/SLAB �1 X (SEE PLAN) _ I % _ L VAPOR RETARDEF !I I -I I • • s '`---� (3)-04 CONT. 8„ (2) - 05 HAIRPIN 04 g 4&" O.G. 45 ` �0 �4 6'e k45 �- CONC. FTG. OR THICK SLAB LOCATE AS SHOWN ON PLAN *SEE METAL BLDG. DRAWINGS K�a_ FOR A.B. LOCATION FROM SECTION EDGE OF SLAB SCALE: I" = 1'-0" 30 04xV-0" + HK. m 48" O.G. IN PLANK KEYWAY - HOLLOW CORE CON(. PLANK (SEE PLAN) w� 8" DEPRESSED WEB BLOCK REINF. W/ (2)-+'S CONT. - GROUT STOP -VERT. WALL REINF. NOTE: PROVIDE 3/4" CLEAR FROM FACE OF REBAR TO EDGE OF PLANK SECT ION 1� SCALE: 1/4" = 1'-0" 30 3000 PSI GROUT (SEE GENERAL NOTES) 5" CMU WALL T/5LAe 5ECTION r�� SCALE: 1" = 1'-0" 53� GROUT CELLS AS SHOWN AND PLACE (U-04 BAR Ca EXTERIOR WALLS ONLY) PREFAB TRUSS TYPE CORNER HORIZ. REINF, 16" O.C. TYPICAL TRUSS TYPE HORIZ. REINF. NOT SHOWN FOR CLARITY J �l J PREFAB TRUSS TYPE TEE HORIZ. REINF. 16 " O.C. GROUT CELLS AS SHOWN AND PLACE (I)-*(o BAR (Q EXTERIOR WALLS ONLY) I NOTE5: 1. CORNER/INTERSECTION REINF. SHALL BE LAPPED WITH THE TYPICAL TRUSS TYPE HORIZ. REINF. d EXTEND A MINIMUM OF 30" IN EACH DIRECTION AT THE INTERSECTION. 2. SEE GENERAL NOTES FOR SPACING OF TYPICAL HORIZ. REINF. "TYP.1 ALL GO�NER/I1�lfi MSECT ION" 5ECTION SCALE: 1" = 1'-0" i (TYP.)/ L3x3x3/16 KICKER AT 2 LOCATIONS (LOCATE ON SOUTH SIDE OF DRUM) BOTTOM CHORD OF JOIST I 1__L3x3x1/4 (TYP.) I w BETWEEN JOISTS I p/ 2 L L3x3x3/16 HANGER I AT 2 LOCATIONS (TYP.) 1 I (SEE DETAIL 11/5301) (+)14'-0" A.F.F. MOUNTING BRACKET W/ADJUSTABLE CLAMPS WTSxro CONT. / \ BWTWEEN JOISTS REEL DRUM (SEE ARCH.) \ SEE DETAIL II/5301 FOR ADDITIONAL JOIST SUPPORT 5ECTION 10 SCALE: 1" = 1'-0" 530 CMU (BEYOND) 1-04 CONT. f I- - -I _ 1 I is] Pi w4 3/4" SLOPE LJ 11 48 O.C. IN FULLY _ - GROUTED CORE I I �1 J 11=1 1/2" PJF - - 11 z - w 4 X — LU -1 HOLLOW CORE GONG. PLANK, (SEE PLAN) —I , M, ril r — 8" DEPRESSED WEB BLOCK (3)-04 CONT. WK2)-S CONT. "4 11 40" O.G. - GROUT STOP VERT. WALL REINF. NOTE: PROVIDE 3/4" CLEAR FROM FACE OF REBAR TO EDGE OF PLANK. 5ECT ION K14� SCALE: 1/4" = 1'-0" �30 WWR (SEE PLAN) T/SLAB ,1 (SEE PLAN), VAPOR RETARDER 2'-0" U ---, �C3)-*4 CONT. *4 1211 O.G. 5ECTION r15 SCALE: I" = 1'-0" 530 architecture, planning, design 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax www.praxis3.com l� / Copyright (c) 2010 Praxis3, PC All reports, plans, specifications, com ute file , field data, rates and other documents and Instruments prepared y rah s3 shall retain all common law, statutory and other reserved rights, irx Judi copyright thereto. This drawing may not be reproduced In whole or in part WOW written permission of Praxls3. It is to be returned upon request. scales as stated are valid on the original drawings which are 30" x 42". Rev Date Comments - 01/08/08 Issued for Permit - 07/27/10 Resubmit Permit Client: AUt®nation 200 SW 1 st Avenue, 14th Floor FT. LAUDERDALE, FL 33301 Project: Addition SANFORD, FL Project Number: 07032 Drawn By: JAJ z Checked By: MBP O Approved By: GJP Sheet Title: >� N� SECTIONS z AND DETAILS O LL Sheet Number: w LU w l Q0 CD I i U o) -G ROOFTOP AIR CONDITIONING UNITS SYMBOL RTU-S1 /RTU-S2 RTU-S3/RTU-S4 - TYPE DX/ELEC HEAT DX/ELEC HEAT - INDOOR FAN CFM 6000 6000 - NOMINAL TONS 15 15 - MINIMUM OUTSIDE AIR, CFM 2250 2250 - EXT. STATIC 0.8 0.8 - PRESSURE , IN. H2O TOTAL CAPACITY 184,000 184,000 - BTU HR SENS. CAPACITY, BTU HR 130,000 130,000 - z DRY BULB ENTER "F 95 95 - J COND., o WET BULB ENTER °F 67 67 _ U EVAP., SEER / EER -/9.7 -/9.7 - 0 REQUIRED MBH 60 60 - z_ ~ Q KW 18 18 NO. OF STAGES 1 1 - U w w MINIMUM MTR HP/BHP 3.0 3.0 - AREA SERVED SERVICE SHOP LUBE SHOP - ELECTRICAL 460/3/60, 26.5FLA 460/3/60, 26.5FLA - CHARACTERISTICS 137.0 MCA 50A MOCP 37.0 MCA 50A MOCP - BASIS OF MINIMUM TRANE TRANE - DESIGN TCD18OC4 TCD180C4 - NOTES 1,2,3,5 1,2,3,4,5 - EQUIPMENT DIMS 108"Lx71"Wx65"H 108"Lx71"Wx65"H - WEIGHT 2200 LBS 2200 Les - ROOFTOP UNITS NOTES: 1. ROOF TOP UNITS SHALL BE INSTALLED ON FACTORY CURB. 2. T-STAT FOR HVAC UNITS SHALL BE LOCATED PER DRAWING PLANS. T-STAT SHALL BE WALL MOUNTED ELECTRONIC PROGRAMMABLE WITH CLEAR LOCKABLE COVER. 3. ALL ROOF TOP UNITS SHALL HAVE MANUFACTURER INSTALLED MAINTENANCE RECEPTACLE (NEMA 5-15R) WITH TRANSFORMER POWERED THROUGH EQUIPMENT SERVICE. 4. THESE ROOF TOP UNITS SHALL HAVE CONCENTRIC DIFFUSER (DROP DIFFUSER) WITH 4-SIDES ADJUSTABLE DOUBLE DEFLECTION SUPPLY BLADES AND CUBE CORE RETURN. CANFAB MODEL # 8310-CO-R OR EQUAL APPROVED MANUFACTURER. 5. REFER TO SPECIFICATION FOR EQUIPMENT SHUTDOWN UPON ACTIVATION OF CO SENSOR. SUPPLY GRILLES ITEM NO. SA FRAME 38x14 DWG. THROAT/NECK 36x12 MAX. CFM 2200 NOISE CRITERIA 30 DAMPER OBD DESIGN BASIS TITUS 122RS TYPE AEROBLADE NOTES DUCT MOUNT GENERAL NOTES: 1. ALL TERMINAL DEVICES SHALL BE WHITE FINISH UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS. EXHAUST FAN SCHEDULE MARK EF-6/EF-7 CFM 16,000 STATIC PRESS, "W.G. 0.25 AREA SERVED SERVICE SHOP SPEED, RPM 487 MAX. SONES 20 FAN TYPE PROP HP/v/D/HZ 1.5, 480/3/60 DRIVE BELT BASIS OF DESIGN GRE RBE-2H48-1 H48-15 NOTES EXISTING TO REMAIN WEIGHT # 700 EQUIPMENT SIZE ROOF OPENING 93x111x43.5"H 50.5" SQUARE EXHAUST FAN EQUIPMENT NOTES: 1. EXHAUST FAN TO BE INTERLOCKED WITH (2) NEW HI-SPD DOORS AND (2) EXISTING LOUVERS MODIFIED WITH NEW MOTORIZED DAMPER, SEE M110. 2. EXHAUST FANS SHALL NOT OPERATE UNLESS CO SENSOR IS ACTIVATED. UPON ANY CO SENSOR INSIDE SERVICE SHOP IS ACTIVATED, ALL RTU-S's SHALL IMMEDIATELY STOP, EXHAUST FANS, EF-6 AND EF-7, SHALL START AFTER THE SHOP DOORS ARE OPEN, 120 GROUND EMERGENCY CO REMOVAL CONTROL WIRING NOT TO SCALE ELECTRIC UNIT HEATER SCHEDULE MARK SERVICE MODEL TYPE CFM MBH ELECTRICAL WEIGHT NOTES KW VOLTS PHASE HERTZ HP RPM EUH-1 CARWASH H3P5115CA1N HORIZONTAL DISCHARGE 1100 51.0 15.0 480 3 60 1/20 1550 75 LBS 1,4 EUH-2 QUICK LUBE H3P5115CA1 N HORIZONTAL DISCHARGE 1100 51.0 15.0 480 3 60 1 /20 1550 75 LBS 2,5 EUH-3 QUICK LUBE H3P5110CA1 N HORIZONTAL DISCHARGE 700 32.1 10.0 480 3 60 1 /50 1550 50 LBS 3,5 EUH-4 QUICK LUBE H3P5110CA1 N HORIZONTAL DISCHARGE 700 32.1 10.0 480 3 60 1 /50 1550 50 LBS 3,5 NOTES: 1, RELOCATED WITH NEW ELECTRICAL SERVICE. REFER TO ELEC DRAWING E201 FOR LOCATION, MOUNT HIGH. 2. RELOCATED WITH REROUTED EXISTINGT ELECTRICAL CONNECTION. 3. EXISTING TO REMAIN. 4. THIS EQUIPMENT SHALL BE FURNISHED AND INSTALLED NEW IF EXISTING IS NOT AVAILABLE. 5. THIS EQUIPMENT MAY NOT BE REQUIRED IF EXISTING EQUIPMENT WAS NOT INSTALLED BY OWNER. OUTSIDE AIR REQUIREMENT PER 2004 FBC SPACE ID EXHAUST PROVISION PER CODE EXHAUST PROVISION DESIGNED CONDITION VENTILATION RATE FRESH AIR DESIGNED CONDITION - - EXISTING SHOP, 9220SF - - 1.5 CFM/SF 13830 32000 NEW SHOP, 8870SF - - 1.5 CFM/SF 13305 - QUICK LUBE, 1830SF - - 1.5 CFM/SF 2750 3500 INTAKE LOUVERS MARK L-1 THRU L-6 SIZE SEE PLAN MIN. FREE AREA 50% DESIGN BASIS RUSKIN - ELF375DXH CO EXHAUST FAN ITEM NUMBER COEF-S2 - CFM 4500 - S.P. EXT. 3.0" - MOTOR HP 3.0 - WHEEL 0 18" - BAROMETRIC DAMPER YES - ELEC. CHAR. 460/3/60 - WEIGHT # 400 - DRIVE BELT - BASIS OF DESIGN HARVEY BD-14 -14 - - COMMENTS 1,2,3 - EQUIPMENT NOTES: 1. EQUIPMENT SHALL BE ADJUSTED TO EXHAUST THE REQUIRED CFM OF CARBON MONOXIDE AT THE COMPLETION OF THE PROJECT AND SHALL HAVE THE ABILITY TO BE MODIFIED AT FIELD FOR THE RATED CAPACITY AS A WARRANTY WORK. 2. THIS CONTRACTOR IS RESPONSIBLE FOR THE H-O-A STARTER AND COMPLETE CONTROL WIRING TO THE EQUIPMENT EXCEPT POWER WIRING. 3. THE EQUIPMENT SHALL BE ROOF MOUNTED ON SUPPORT. HOUSED IN WEATHER PROOF ENCLOSURE AND SECURED WITH VIBRATION ISOLATOR. SYMBOLS AND LEGEND - Q PIPE TURNING UP PIPE TURNING DOWN - D - DRAIN - RL - REFRIGERANT LIQUID - RS - REFRIGERANT SUCTION -9?9� VIBRATION ABSORBER ti FLEXIBLE DUCT ELBOW, 90" (` ELBOW, 45' -I--+-t-- TEE -FQi- TEE, OUTLET UP -I & TEE, OUTLET DOWN RETURN/EXHAUST DUCT SUPPLY DUCT 18"0 ROUND DUCT 24x12 RECTANGULAR DUCT, FIRST FIGURE IS SIDE SHOWN. DUCTWORK INTERNALLY LINED - - - - DUCTWORK LINED (SINGLE LINE) MOTORIZED DAMPER VOLUME DAMPER FLEXIBLE CONNECTION R RISE IN DUCTWORK D DROP IN DUCTWORK ELBOW WITH TURNING VANES ACCESS DOORS, VERTICAL t;AA1/10 OR HORIZONTAL rEa MANUAL SPIN DAMPER TRANSITION g1lo 15/8 e 100 TRANSITION (SINGLE LINE) D DUCT SMOKE DETECTOR SPIN -IN FITTING WITH SCOOP & DAMPER SPIN -IN FITTING WITH SCOOP & DAMPER (SINGLE LINE) F FIRE DAMPER FSDT COMBINATION FIRE/SMOKE DAMPER MANUAL SPUTTER s s R STANDARD BRANCH, SUPPLY OR RETURN, NO SPLITTER 20x12 EXHAUST/RETURN 700 GRILLE OR REGISTER 20x12 a SUPPLY DIFFUSER OR REGISTER 700 2012L LOUVER, DOOR OR WALL 700 D 12x6 X DOOR GRILLE UC 1 2" UNDERCUT DOOR ® SUPPLY DIFFUSER ®_ RETURN OR EXHAUST GRILLE / REGISTER �T PROGRAMMABLE AUTO - CHANGEOVER THERMOSTAT OE OPEN END DUCT CO CO SENSOR/CONTROLLER OX SQ-FT OPENING ABOVE CEILING X X SQ-FT OPENING ABOVE CEILING FD WITH FIRE DAMPER 0�_ DUCT MOUNT TEMPERATURE SENSOR TC TEMPERATURE CONTROLLER WITH REMOTE SENSOR FIRESTAT GENERAL NOTES 1. MECHANICAL CONTRACTOR SHALL COMPLETE THE ENTIRE MECHANICAL INSTALLATION AS PER STANDARDS AND REQUIREMENTS OF THE NFPA90A, ASHRAE STANDARDS AND 2007 FLORIDA MECHANICAL CODE WITH AMENDMENTS FROM LOCAL AUTHORITIES. 2. CONDENSATE FROM ALL INDOOR AIR CONDITIONING EQUIPMENT SHALL BE ROUTED IN MIN 1" PIPE OR SIZED PER MANUFACTURER TO NEAREST INDIRECT DRAIN OR HUB DRAIN. CONDENSATE PIPING SHALL BE METAL PIPE. 3. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR FOR ELECTRICAL SERVICE VOLTAGE RATING. IT IS CONTRACTOR'S RESPONSIBILITY FOR PAYING ELECTRICAL COST IF CONTRACTOR CHANGES INSTALLATION FROM THIS SCHEDULE. 4. ALL PACKAGED HVAC EQUIPMENT SHALL BE FURNISHED AND INSTALLED COMPLETE WITH DISCONNECT, STARTERS, CONTROL VOLTAGE TRANSFORMER, CONTROLS AND CONTROL WIRING. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR INSTALLING CONTROL WIRING SYSTEM. 5. UNLESS OTHERWISE NOTED, FLEXIBLE DUCT SHALL BE GENFLEX ASL-25, OR EQUAL, OF THE SAME SIZE AS THE DIFFUSER NECK SIZE. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 5'-0 CONNECT ALL BRANCH DUCT TAKE -OFF, ROUND OR FLEXIBLE WITH MANUAL SPIN -IN FITTING WITH AIR SCOOPS AND BALANCING DAMPER. 6. UNLESS OTHERWISE NOTED, ALL DUCTWORK SHOWN ARE INSIDE CLEAR DIMENSIONS. 7. CONTRACTOR SHALL INSTALL DUCT MOUNTED SMOKE DETECTOR AT MAIN SUPPLY AND RETURN AIR DUCTS AS INDICATED ON PLANS. CODE. SMOKE DETECTOR SHALL BE FURNISHED BY DIVISION 16 CONT- RACTOR, INSTALLED BY THIS CONTRACTOR AND CONNECTED BY FIRE ALARM SYSTEM INSTALLER. DETECTOR SHALL SHUT DOWN HVAC UNIT UPON ACTIVATION BY DETECTING SMOKE IN THE SYSTEM. 8. UNLESS OTHERWISE NOTED, ALL WALL MOUNTED THERMOSTAT SHALL BE PROTECTED INSIDE A CLEAR IMPACT RESISTANT THERMO-PLASTIC COVER. 9. ALL THERMOSTATS SHALL BE INSTALLED AT 48" ABOVE FINISHED FLOOR AND SHALL BE PROGRAMMABLE TYPE. 10. MECHANICAL EQUIPMENT SHALL BE MAINTAINED WITH SERVICE CLEARANCE PER NEC 110.26 AND FBC 106.1.1. P.C.praxis architecture, interiors, planning 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax www.praxis3.co r Sealed and Signo% July 20, 210 Copyright (c) 2010 Praxis 3 All reports, plans, specifications, computer tiles, field data, notes and other documents and instruments prepared by Praxis 3 shall retain all common law, statutory and other reserved rights, including copyright thereto. This drawing may not be reproduced in whole or in part without written permission of Praxis 3. It is to be returned upon request. Scales as stated are valid on the original drawings which are 30" x 42". Rev I Date Description - 01.08.08 Permit Issue - 07.27.10 Resubmit Permit Client: AutoNation, Inc. 200 SW 1 st Avenue 14th Floor Fort Lauderdale, FL 33301 Project: Courtesy Honda SANFORD, FL Date: 01 /08/08 Project No: 07032 Drawn By: dlu/msh Checked By: - Approved By: DLU Sheet Title: Mechanical Symbols, Legend, & Equipment Schedules Sheet Number: M001 y, FOR CARWASH BUILDING MEOHANICAL INSTALLATION, REFER TO DRAWING ME1 ............................................... .................................... ..............;......................... -INTERLOCK CONTROL OF THE ___...................... HI-SPD ..................... .............. _........................ DOOR OPENER WITH', THE CO REMOVAL SYSTEM. SEE MECH SCHEDULE FOR SEQUENCE o ........... ........... . ' COEF---S2 :i 61 \ .,.............. s M COEF-S2 ® ROOF i RTU-S3 Q \ _ T RTU-53 CO SENSOR ®24" AFF (TYP) c) O F1 X..,.., 1 15 TON , Ei I L J .a :F SYSTEM SHALL HAVE OVERHEAD .. ..............................:_ _ :t PORTS AND PIPES, REFER TO M001 FOR EQUIPMENT SPEC. (1) 15'x3" NEOPRENE NON -CRUSH HOSE PER PORT WITH (1) STAINLESS <HAUST PIPE: ADAPTER PER (2) PORTS. :. tD EXHAUST DUCT TO BE AT kFF UNLESS NOTED OTHERWISE. 'ION PULL-UP TUBE SLING, OH-30. :....... ...r. --- ..... ..... .......... ..... \ .................... ..... EXISTING 60x3O OA LOUVER To BE RELOCATED TOGETHER WITH .CONTROL FOR EF-9 LOCATE LOUVER AT 10'-0" AFF TO BOTTOM FLOOR PLAN SCALE: 1 /8" = 1'-0" P.C.praxis architecture, interiors, planning 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax www.praxis3.com Sealed and Signed July 28, 2010 Copyright (c) 2010 Praxis 3 All roports, plans, specifications, computer tiles, field data, notes and other documents and instruments prepared by Praxis 3 shall retain all common law, """""""" ' statutory and other reserved rights, including copyright therulo. This drawing may not be reproduced in whole or in part without written permission of Praxis 3. It is to be returned upon request. Scales as stated are valid on the original drawings which are 30" x 42". Rev I Date Description - 01.08.08 Permit Issue - 07.27.10 Resubmit Permit Client: AutoNation, Inc. 200 SW 1 st Avenue 14th Floor Fort Lauderdale, FL 33301 Project: Courtesy Honda SANFORD, FL Date: 01 /08/08 Project No: 07032 Drawn By: msh Checked By: - Approved By: DLU Sheet Title: Floor Plan - Mechanical Sheet Number: I M 110 O Lr' F- U) z O U 0 LL 0 w U) LLI w LEGEND & ABBREVIATION ABBREVIATION SYMBOL DESCRIPTION ABBREVIATION DESCRIPTION SW - NEW SANITARY WASTE AND STORM ABOVE FLOOR A/C ABOVE CEILING V -- ------ NEW SANITARY VENT AD AREA DRAIN SW SANITARY AND STORM PIPING BELOW FLOOR AFF ABOVE FINISHED FLOOR ow - - DOMESTIC COLD WATER AFG ABOVE FINISH GRADE HW - - - - - - DOMESTIC HOT WATER A.P. ACCESS PANEL HWR --- HOT WATER RETURN/REGIRC B/F BELOW FLOOR FW F FIRE WATER B/G BELOW GRADE GV SHUT-OFF VALVE BFP BACKFLOW PREVENTER OW - - OIL WASTE BELOW FLOOR CLG CEILING WHA WATER HAMMER ARRESTOR 'SIZE' CONN CONNECTION O PIPE RISE (UP) CONT CONTINUATION C PIPE DROP (DN) DFU DRAIN FIXTURE UNITS -6-- BALL VALVE OR BALANCING VALVE DN DOWN G GAS MAIN DWG(S) DRAWING OR DRAWINGS Ill-- UNION ER EXISTING TO BE REMOVED CV _��- CHECK VALVE FFE FINISHED FLOOR ELEVATION PRV PRESSURE REDUCING VALVE FL FLOOR ®- CW, BELOW FLOOR (W/NO JOINTS) FU FIXTURE UNITS NFWH'-- NON -FREEZE WALL HYDRANT YCO YARD CLEANOUT 1E-1E3( 3E 1( �E1E 1H( 3E -iF-3E EXISTING PIPING TO BE REMOVED HB HOSE BIBB G GAS PIPING (0) H/C HANDICAP ACCESSIBLE -�-- GAS COCK HD HUB DRAIN FCO FLOOR CLEANOUT OW OIL WASTE WCO ID WALL CLEANOUT SPKLR SPRINKLER SW SANITARY �O P-TRAP S.S. STORM SEWER FD FLOOR DRAIN J.P. TRAP PRIMER ® CONNECTION NEW -TO- EXISTING TD TRENCH DRAIN O SPRINKLER HEAD VTR VENT THRU ROOF @ ROOF DRAIN FCO FINISH FLOOR CLEANOUT FINISH FLOOR CLEANOUT/YARD CLEANOUT G GAS MAIN WCO WALL CLEANOUT RW/ERW RAINWATER/EMERGENCY RL/ERL RAINLEADER/EMERGENCY PLUMBING FIXTURE CONNECTION SCHEDULE FIXTURE NUMBER DESCRIPTION CW HW WASTE VENT MOUNTING HEIGHTS REMARKS EW1 EYE WASH - _ 2" 2„ WA TEMPTER _ NFHB NON -FREEZE HOSE BIBB 3/4" 1. ALL UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. VERIFY EXACT LOCATION AND INVERT ELEVATIONS AT FIELD BEFORE BEGINNING WORK, 2. ALL PIPING PASSING THRU WALLS OR FLOORS SHALL HAVE WATERPROOF SLEEVES. 3. IT IS THE INTENT OF THESE DRAWINGS TO INDICATE EQUIPMENT ARRANGEMENT, CONTRACTOR SHALL MAKE ALLOWANCES FOR FITTINGS, TRIMS, ACCESSORIES AND MANUFACTURER'S SHOP DRAWINGS AND DIMENSIONS AS REQUIRED. 4. WALL HYDRANTS SHALL BE MOUNTED V-6" ABOVE FINISHED GRADE UNLESS NOTED OTHERWISE. 5. ALL FAUCETS, SUPPLIES, ANGLE STOPS AND P-TRAPS SHALL BE CHROME PLATED BRASS. 6. WATER HAMMER ARRESTER WHA "A" SHALL BE REQUIRED ON EACH HOT AND COLD WATER SUPPLY PER BATHROOM GROUP, TOILET AND ETC. 7. CONTRACTOR SHALL PROVIDE AND INSTALL SHUT-OFF VALVE AT ALL BRANCH WATER PIPES OF COLD AND HOT AT FIXTURE CONNECTIONS. PRESSURE GAO( SIGHT GLA` TO AUTOMATIC SPRINKLERS DRAIN VALV PLUMBING FIXTURE SCHEDULE SD1 SHOP DRAIN - ZURN NO. Z-645-HD, 12X14 TOP X-HEAVY DUTY DRAIN WITH SEDIMENT BUCKET, HINGED GRATE AND INTERNAL TRAP. GRATE SHALL BE SIZED FOR VEHICLE TRAFFIC. SD2 SHOP DRAIN - ZURN NO. Z-662-HD, 16X16 TOP X-HEAVY DUTY DRAIN WITH SEDIMENT BUCKET, HINGED GRATE . GRATE SHALL BE SIZED FOR VEHICLE TRAFFIC. EW1 EYE WASH WALL MOUNT GUARDIAN NO. G1814SC-HS. TD TRENCH DRAIN - J.R. SMITH NO. 9812-9812-G TP TRAP PRIMER - ZURN Z-1022 SANI-GARD. CONNECT TO CW WITH VALVE, EXTEND TPP TO FLOOR DRAIN AS REQUIRED, 1/2" CW. NFHB HOSE BIBB, OUTSIDE - WOODFORD MODEL NO. 6P, TEE KEY, CAST ALUM. CONSTRUCTION, POLISHED CHROME PLATE WITH MODEL 34HF VACUUM BREAKER. MOUNT 24" AFF. EXTERIOR AFG OS OIL SEPARATOR - PRECAST 1000 GALLON CAPACITY WITH 50 GPM FLOW RATE CAD 15 PPM EFFLUENT AND 0.9 OIL SPECIFIC GRAVITY, 4" INLET AND OUTLET. DETAIL 2&3/PO01 IS FOR COORDINATION OF PIPING INSTALLATION. LOW SWITCH FLOW CONTROL VALVE WITH TAMPER SWITCH RIFICED UNION ISPECTOR'S TEST iPRINKLER SUPPLY DRAIN RISER 1 SPRINNIMR SUPPLY PIPE P001 NOT TO SCALE PLUMBING GENERAL NOTES 1. ALL PLUMBING WORK SHALL CONFORM WITH ALL STATE AND LOCAL CODES, RULES AND REGULATIONS. 2. CONTRACTOR SHALL SECURE AND PAY FOR PLUMBING PERMITS. ALL OTHER FEES AND TAXES SHALL BE INCLUDED IN PLUMBING CONTRACT. 3. MAKE PROPER WASTE, STORM, VENT, NATURAL GAS, COLD WATER CONNECTIONS TO ALL FIXTURES AND EQUIPMENT, EVEN THOUGH ALL BRANCHES, ELBOWS, AND CONNECTIONS ARE NOT SHOWN. 4. THIS CONTRACTOR SHALL REPAIR ANY STRUCTURE DAMAGED DURING CONSTRUCTION, INSTALLATION OR REMOVAL OF EQUIPMENT OR FIXTURES TO MATCH THE EXISTING AND/OR PROPOSED FINAL CONDITION. 5. ALL FIXTURE CONNECTIONS SHALL BE OF NEW FITTINGS. 6. ALL PLUMBING WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID ANY INTERFERENCE OR CONFLICTS. 7. THESE DRAWINGS ARE DIAGRAMMATIC ONLY. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL FIXTURES AND EQUIPMENT CONNECTIONS. 8. THE COMPLETE WASTE SYSTEM SHALL BE RODDED-OUT AND FLUSHED CLEAN BEFORE FINAL INSPECTION AND/OR TURNING THE BUILDING OVER TO THE OWNER. 9. FLUSH, CLEAN AND DISINFECT THE ENTIRE DOMESTIC WATER PIPING SYSTEM, SEE SPECIFICATIONS. 10. WHERE PIPE PENETRATIONS OCCUR THAT ARE VISIBLE, INSTALL CHROME ESCUTCHEON TO COVER SLEEVE AND/OR CAULKING. 11. ALL FIXTURES AND EQUIPMENT SHALL BE KEPT CLEAN DURING ALL CONSTRUCTION AND SHALL NOT BE USED DURING CONSTRUCTION. 12. THE COLD WATER PIPING SYSTEMS SHALL BE INSULATED- THRU-OUT THE PROJECT, SEE SPECIFICATION. IOWNSPOUT TO )OWNSPOUT COVER .R. SMITH #SQ-9-2333 4 DOWNSPOUT COVER DETAIL P001 NOT TO SCALE 36" MANHOLE COVER AND FRAME LABEL AS "SAMPLING BOX" _L UNDISTURBED EARTH 2 OIL & WATER SAMPLING BOX P001 NOT TO SCALE 6" RUBBER BOOT TYPE 3" VENT TO ROOF 6" PVC INLET PIPE 6" RUBBER BOOT TYPE 6" WALL - 6" BOTTOM 13. ALL SLOPES AND INVERT ELEVATIONS SHALL BE CHECKED BEFORE ANY PIPING IS INSTALLED IN ORDER THAT PROPER SLOPES WILL BE MAINTAINED (SEE NOTE 6). 14. ALL WATER PIPING INSTALLED BELOW SLAB SHALL BE TYPE "K" SEAMLESS SOFT DRAWN COPPER, NO JOINTS SHALL BE INSTALLED BELOW FINISHED FLOOR SLAB. 15. PROVIDE A "DIRT LEG", UNION AND GAS COCK AT ALL GAS FIRED EQUIPMENT. 16. ALL NATURAL GAS P.R.V.'S SHALL BE VENTED TO OUTSIDE AIR, UNLESS INSTALLED WITH VENT LIMITERS. 17. ALL FLOOR DRAINS SHALL BE TAPED CLOSED DURING CONSTRUCTION TO PREVENT CLOGGING OR GRATE DAMAGE. 18. ALL FLOOR DRAINS SHALL BE INSTALLED WITH TRAP PRIMER AND 1/2"CW EXTENDED FROM NEAREST COLD WATER PIPE. 19. WASTE PIPING 3 INCHES AND LESS SHALL BE SLOPED AT 1/4 INCH PER FOOT, WASTE PIPING LARGER THAN 3 INCHES. SHALL BE SLOPED AT 1/8 INCH PER FOOT, UNLESS OUHERWISE NOTED. 20, ALL WATER PIPING AND WASTE TRAPS LOCATED WITHIN EXTERIOR WALLS SHALL BE INSULATED AND SHALL BE INSTALLED INSIDE OF THE BUILDING'S INSULATION ENVELOPE. 21. EXTERIOR NON -FREEZE WALL HYDRANTS SHALL BE INSTALLED WITH OUTLET APPROXIMATELY 18 INCHES ABOVE FINISHED GRADE. 22. COORDINATE CLOSELY THE ANCHORING OF THE FIXTURE SUPPLY, AND OTHER WATER SUPPLIES ALIKE THAT ABSOLUTELY NO IN AND OUT MOTION OF THE HEAD OR EXPOSED PIPING WILL OCCUR. 23. ALL PIPING ABOVE THE 2ND FLOOR CEILING SHALL BE INSULATED AND INSTALLED BELOW THE BUILDING INSULATION THRU - OUT TO PREVENT FREEZE, 24. ALL UNDERGROUND WATER PIPING TO BE INSTALL UNDERGROUND MIN. 6" BELOW FROST LINE. )WNSPOUT -DOWNSPOUT TO DOWNSPOUT COVER J.R. SMITH #SQ-9-2333 DOWNSPOUT DETAIL P001 NOT TO SCALE PRECASR CONCRETE TANK 1000 GALLON MIN 1000-12'- 0"LX7'-0"WX5'- 5"D 24" CONCRETE PAD COVER AND FRAME /-' FINISHED PAVEMENT 24" //// 8" SAMPUNG " 18 \ 2 3 L 1 3 12* UNDISTURBED EARTH OIL hWATER SEPARATOR SCALEPool) NOT TO 6" PVC OR D.I.P. OUTLET PIPE TO � TEST M/H 6" RUBBER BOOT TYPE 6" WALL 8" FROM BOTTOM 1/2" x 90' ELL 3/4" MINIMUMS -1/2"C x FPT COLD WATER PIPE 3/4"x3/4"x1/2" TEE P-TRAP PRIMER VALVE SEE SCHEDULE 1/2" FPT x 1/2" MPT WITH VACUUM BREAKER & BACKFLOW PREVENTER -1/2"C x MPT 1/2" TYPE "L" A HARD COPPER 1/2"C4-K-- FLOOR DRAIN FLOOR1/2" TYPESLOPE SOFTCOPP 1/2"C x MPT 1/2" FPT TAPPING P-TRAP TRAP PRIMER CONNECTION DETAIL NOT TO SCALE \QR' p raxi s p.c. architecture, interiors, planning 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax www nraxicA rrnm Sealed and Signed July 28, 2010 Copyright (c) 2010 Praxls 3 All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis 3 shall retain all common law, statutory and other reserved rights, including copyright thereto. This drawing may not be reproduced in whole or in part without written permission of Praxis 3. It is to be returned upon request. Scales as stated are valid on the original drawings which are 30" x 42". Date Description rRev 01.08.08 Permit Issue 07.27.10 Resubmit Permit Client: AutoNati®n, Inc, 200 SW 1 st Avenue 14th Floor Fort Lauderdale, FL 33301 Courtesy Honda SANFORD, FL Date: 01 /08/08 Project No: 07032 Drawn By: cfc Checked By: - Approved By: DLU Sheet Title: Plumbing Symbols, Legend, Notes, and Fixture Schedules Sheet Number: p r a xi p.c. architecture, interiors, planning 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax WWW.I I 4"OW J 2010 Sealed and Signed my 28, � • ' c' �. ii ! ii .: - Copyright (c) 2010 Praxis 3 I v All reports, plans, specifications, computer files, field data, notes and other • documents tp hsblall law, ................ .. statutory and otherrreservedgt,inudng copyrighttherreto. This drawing may not be reproduced in whole or in part without written permission of Praxis 3. It is to be returned upon request. Scales as stated are valid on the original drawings which are 30" x 42". 'v ---- 8"X8"GUTTER • ......... ............................................ ........................::.. ......; I -- . o I <:i I ".\11 ! 4"X4" DS ... ......... ....... I :. _ ;. .............. I........................................................ .................... ... .....\ ix� .'I I I: .................: - ..... .................. ....... - ........ ..... ............. ...... �. ........ .. ..... .. ..................... - • ....... ......... ............. , .. .. ! P 1"' ................. f ... ... • -�--�— 8"X8"GUTTER ..... .... ..................................... .�,.:.: .:....... .\ \. '....... ...�:. Rev Date Description - 01.08.08 Permit Issue - 07,27.10 Resubmit Permit Client: AutoNation, Inc. 200 SW 1st Avenue 14th Floor Fort Lauderdale, FL 33301 Project: Courtesy Honda SANFORD, FL Date: 01 /08/08 Project No: 07032 Drawn By: cfc Checked By: - Approved By: DLU Sheet Title: Floor Plan - Plumbing Waste Sheet Number: z O F rr E- z O U rr O W Cn Q W J W rr architecture, interiors, planning 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax Sealed and Signed Jul� 20, 2010 Copyright (c) 2010 Praxis 3 All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis 3 shall retain all common law, ......... .................... ..... ......... .... statutory and other reserved rights, including copyright thefutu. ....... ................ . ............. . ..... :: ... ... ................ . ..... : " .................. ........... ........... . ..... . ........... .......... .. ........... This drawing may not be reproduced in whole or in part without written N-11 Permission of Praxis 3. It is to be returned upon request. Scales as stated are !C) valid on the original drawings which are 30" x 42". �.',3/4"CW—DN TO HOSE REEL `4 ....................... ... ........ . ................. . ......... ..... ................. ..................... I. -A . ............. . . ..... ........... ........... ....... ................ .................. .......... ....... .......... ........... ...... .... .................... ..,-3/4"CW—DN TO HOSE REEL ................... . ....... .................................... ....................... N., • .. ................ ............... ... .................... ... . . .... ...... . . ..... .... . .................. ............. ........... ............ ..... ..... 1-1 . ........ .................. .... ........ ............... ,.3/4"CW—DN TO HOSE REELI. ........................ NFH8 . .... ....... ......... .......... ........... 3/4' -CW—DN ...................... . .................. .................... ...... .. ..... .......... ........... .............. ..... ........... ............ /4"CW—DN TO ROSE REEL • F V" CN ( .................. .................. ................. . ........................ • .. ...... ... . 2"CW 2"CW ... ................... ...... ..... ................. ............ . .................. .................. .......... .............. .. .. ....... ...... ...... ........... r 1 3/4"CW—DN NFHB::: 3T, 3"cw: Rev I Date Description 101.08.08 Permit Issue 07.27.10 Resubmit Permit Client: AutoNation, Inc. 200 SW 1 st Avenue 14th Floor Fort Lauderdale, FL 33301 I Project: Courtesy Honda SANFORD, FL Date: 01/08/08 Project No: 07032 Drawn By: cfc Checked By: - Approved By: DLU Sheet Title: Floor Plan - Water Service Sheet Number: 111 EQUIPMENT DESCRIPTION LINE# FROM TO MAIN CARWASH HEADER MAIN WATER LINE BACKFLOW PREVENTOR FRESH WATER FEED MAIN CARWASH FRESH WATER FEED LINE FW1 BACKFLOW PREVENTER COLD WATER HEADER ICC FRESH WATER DROP FW1.1 COLD WATER HEADER ICC C/W DROP INSTA—KLEEN (ICC) ICC FRESH WATER BACK—UP FW1.2 COLD WATER HEADER ICC C/W BACK—UP FRESH WATER FEED ICC FRESH WATER FEED FW1.11 ICC C/W DROP ICC FINAL CONNECTION REVERSE OSMOSIS FRESH WATER DROP FW1.5 COLD WATER HEADER R.O. C/W DROP OSMOSIS R.O. FRESH WATER BYPASS DROP FW1.6 COLD WATER HEADER R.O. C/W BYPASS REVERSE FRESH WATER FEED R.O. FRESH WATER FEED FW1.51 R.O. C/W DROP R.O. FINAL CONNECTION R 0 FRESH WATER FEED FW1.61 R.O. C/W DROP R.O. FINAL CONNECTION FRESH WATER FEED LINES BALL LINE SIZE MATERIAL LINE REQUIREMENTS TERMINATION MEDIA VALVE 2" COPPER (MIN) TYPE M 100 GPM ® 40 PSI MIN. FRESH WATER — GEN. CONTRACTOR 2" COPPER (MIN) TYPE M 100 GPM ® 40 PSI MIN. FRESH WATER — GEN. CONTRACTOR 1" COPPER (MIN) TYPE M 30 GPM ® 40 PSI MIN. 1" HOSE BARB 96" A.F.F ® ICC FRESH WATER 1" GEN. CONTRACTOR 1 " COPPER (MIN) TYPE M 30 GPM ® 40 PSI MIN. 1" HOSE BARB 96" A.F.F ® ICC FRESH WATER 1" GEN. CONTRACTOR 1" 300 PSI RUBBER HOSE 30 GPM ® 40 PSI MIN. FINAL TERMINATION, ICC FRESH WATER — BY BELANGER 1" COPPER (MIN) TYPE M 30 GPM ® 40 PSI MIN. 1" HOSE BARB 96" A.F.F ® ICC FRESH WATER 1" GEN. CONTRACTOR r, 1 COPPER (MIN) TYPE M 30 GPM ® 40 PSI MIN. 1" HOSE BARB 96" A.F.F ® ICC FRESH WATER 1" GEN. CONTRACTOR 1 " 300 PSI RUBBER HOSE 30 GPM ® 40 PSI MIN. FINAL TERMINATION, R.O. FRESH WATER — BY BELANGER 1" 300 PSI RUBBER HOSE 30 GPM ® 40 PSI MIN. FINAL TERMINATION, R.O. FRESH WATER — BY BELANGER ICC CONNECTION W2 BELANGER ICC PRE-SOAK FEED LINE 3/4" 300 PSI HOSE PRESOAK ARCH PRE-SOAK ARCH FEED W2.1 ICC CONNECTION FINAL CONNECTION 3/4" 300 PSI HOSE FINAL CONNECTION W2.11 PRE-SOAK ARCH FEED PRE-SOAK ARCH 3/4" 300 PSI HOSE ICC CONNECTION Q1 BELANGER ICC QUAD FEED LINE 3/4" 300 PSI HOSE QUAD WAVE MITTER QUAD FEED LINE Q1.1 ICC CONNECTION QUAD FINAL CONNECTION Q QUAD 3 4 300 PSI HOSE / 3/4" 300 PSI HOSE QUAD FINAL CONNECTION Q1.11 QUAD FEED LINE 18 GPM ® 40 PSI MIN. - FRESH WATER - BY BELANGER 18 GPM ® 40 PSI M11`1$/4" HOSE BARB (BOTH ENDS) FRESH WATER - BY G.C. 18 GPM ® 40 PSI MIN. - FRESH WATER - BY BELANGER 6 GPM ® 40 PSI - FRESH WATER - BY BELANGER 6 GPM @ 40 PSI 3/4" HOSE BARB (BOTH ENDS) FRESH WATER - BY G.C. 6 GPM ® 40 PSI QUAD FRESH WATER - BY BELANGER GYRO & LSW HEADER FINAL CONNECTIONS 3/4" 3/4" 300 300 PSI PSI HOSE HOSE 18 18 GPM GPM ®40 ® 40 PSI MIN. PSI MIN. 3/4" HOSE - BARB (4) FRESH FRESH WATER WATER - - BY BY BELANGER G.C. GYRO/LSW WATER/CHEM FEED GYRO GYRO & LSW FEED LINE ICC CONNECTION & LSW HEADER L1 L2 BELANGER ICC ICC CONNECTION GYRO DROP DRIVER SIDE LSW 3/4" 3/4" 300 300 PSI PSI HOSE HOSE 6 6 GPM GPM @ 40 ®40 PSI PSI FINAL TERM. FINAL TERM. 0 GYRO ®LSW FRESH FRESH WATER WATER - - BY BY BELANGER BELANGER GYRO FINAL CONNECTION LSW FEED FINAL CONNECTION, DRIVER SIDE L3 L4 GYRO & LSW HEADER GYRO & LSW HEADER PASSENGER SIDE LSW 3 4" 300 PSI HOSE / 6 GPM ® 40 PSI FINAL TERM. ®LSW FRESH WATER - BY BELANGER LSW FEED FINAL CONNECTION, PASS SIDE L5 R & LSW HEADER GYRO RINSE ARCH ICC CONNECTION RINSE ARCH ARCH FEED FINAL CONNECTION W2 BELANGER ICC W2.1 ICC CONNECTION W2.11 ARCH FEED RINSE ARCH FEED FINAL CONNECTION RINSE ARCH 3/4" 300 PSI HOSE 3/4" 300 PSI HOSE 3/4" 300 PSI HOSE 18 GPM ® 40 PSI MIN. - FRESH WATER - BY BELANGER 18 GPM ® 40 PSI MIN. 3/4" HOSE BARB (BOTH ENDS) FRESH WATER - BY G.C. 18 GPM ® 40 PSI MIN. RINSE ARCH FRESH WATER - BY BELANGER AIR LINES BALL EQUIPMENT DESCRIPTION LINE# FROM TO LINE SIZE/MATERIAL LINE REQUIREMENTS TERMINATION MEDIA VALVE MAIN AIR SUPPLY LINE PL1 AIR COMPRESSOR AIR SUPPLY HEADER 3/4" COPPER (MIN) TYPE M 10 SCFM 100 PSI COMPRESSED AIR — GEN. CONTRACTOR GYRO AIR PANEL 1 /4" PURP. POLYFLOW 10 SCFM 100 PSI 1 /2" FPT FITTING COMPRESSED AIR 1 /2" GEN. CONTRACTOR AIR SUPPLY AIR SUPPLY BAY AIR DROP PL2 LINES PL3 D/S GYRO EXTEND GYRO WRAP 1/4" PURP. POLYFLOW 90 PSI MIN. 1/4" TUBE FITTING COMPRESSED AIR — BY BELANGER GYRO GYRO EXT. AIR PANEL GYRO EXT. AIR PANEL PL4 P/S GYRO EXTEND GYRO WRAP 1 /4" RED POLYFLOW 90 PSI MIN. 1/4" TUBE FITTING COMPRESSED AIR — BY BELANGER AIR LINES GYRO EXT, AIR PANEL PL5 P/S—D/S GYRO RETRACT GYRO WRAP 1/4" GRAY. POLYFLOW 90 PSI MIN. 1/4" TUBE FITTING COMPRESSED AIR — BY BELANGER I BUILDING WATER PRESSURE BELOW 60 PSI ABOVE 60 PSI WATER SUPPLY LINE SIZE 2" 1-1/2" THEN TEE TO 1-1 /4" LINES TO CCU FRESH AND RECLAIM SIDE Water 15 Follow all plumbing codes. 16 The use of an approved back flow preventer separating the wash water from the potable water supply of the building is required. 17 Only copper pipe of K or L grades are to be used for any water piping installation. Unless otherwise noted. 18 All fresh water pipe has to be insulated with proper fiberglass insulation compatible with the environment they will be used in. .............. ................. ........... , �.p .......... • ...::::::::::::::::::::::. SUMP PIT 6'X6'X6' s•: \ :::::::::. SEE CARWASH DETAIL INFORMATION ON EQUIPMENT oI........ SHALL ICONTRACTOR COORDINATE DRAIN . WITH CAR LOCATION WI ; WASH DETAIL DRAWINGS I K` ..:. <' \ l\. E I 4"X4"GUTTER r ..>. ! I;. 4 I :. ...,...::.: f , a I I ' CONNECT NEW 2"CW MAIN CARWASH FRESH ,\ I WATER FEED LINE. CORRDINATE LOCATION WITH CAR WASH MTG _..:::::......................: cb I IKJ . 3 X3 DS . ... .. 2"CW UP COORDINATE I I LOCATION WITH CAR WASH MTG. BACKFLOW :.. PREVENTER I 6"OW REFER TO DWG. I-+ 2"CW REFER TO P110 FOR CONT DWG. P111 FOR CONT CAR WASH FLOOR PLAN P �01SCALE: 1 /4"=1'-0" ® 0.M% p x I S ra p.C. architecture, interiors, planning 1776 Peachtree St, NE Suite 520 South Atlanta, GA 30309 404-875-4500 tel 404-876-8884 fax Sealed and Signed Jule 20, 2010 Copyright (c) 2010 Praxis 3 All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis 3 shall retain all common law, statutory and other reserved rights, including copyright thereto. This drawing may not be reproduced in whole or in part without written permission of Praxis 3. It is to be returned upon request. Scales as stated are valid on the original drawings which are 30" x 42". Rev Date Description - 01.08.08 Permit Issue - 07.27.10 Resubmit Permit T-1 Client: Aut®Nati®n, Inc. 200 SW 1 st Avenue 14th Floor Fort Lauderdale, FL 33301 Project: Eli SANFORD, FL Date: 01 /08/08 Project No: 07032 Drawn By: cfc Checked By: - Approved By: DLU Sheet Title: Carwash - Plumbing O U CO z O U O LL LU co d wi I LU IZ r