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Home My WebLink About100 Arbor Lakes Cir 01-1505,01-1303,01-1304,01-1305,01-1307 New Apt. Construction Arbor Lakesmom il - 4 r T_ TrJ - I r T— y- Pry— r— r—,- '--4— , 1, Y, y -4- r-4, mom IN I IN 'CiL "A I KU➢h CU ONSI N"S Civil EnginPlanners &Landscape Architects: - Swallows Engineering, Inc. Miller F,inhouse Rymer &Associates, Inc. 2261 NWL4TI-i Avenue 918 Lucerne Terr. Gainesville, FL 62605 Orlando, FL 32806 352373.5801 407.246.0255 fax 352.372.4318 fax 407.246.6553 IFFR t-ILj[=j111__JI L-J, --------- Specifications: Electrical., Mechanical, &. Plumbin TI:CON International KTD Consulting Engineers 21 Southeast Fifth St. 430 East Semaran Boca Raton, PL 33432 Suite 202 561.416.5757 Casselberry, FL 32707 A fax 561.4165758 407.834.7900 fax 407.834.9686 -Engineering ID Its I APPROVE9 AS NOTED SHEET TITLE Cover Sheet Consultants JOB NO.-20060 SHEET PROD. MOR.-HETT, CHAP DRAM BY-JA,MB,SC CHECKED BY A1.1 Periods only used on one word abbreviations, if the abbreviation BSB, AbbreviatiOns Is a different word by Its self;, e.g. ARCH., BIT., and LAM. Periods are usually used when abbreviating multiple words, unless they are very common without periods; e.g. AFF, HVAC, R/A, and WWI. Aj� A.B. ANCHOR BOLT EST ESTIMATE OPNG OPENING ABV ABOVE E.W.C. ELECTRIC WATER COOLER OPT OPTIONAL A/C AIR CONDITIONING EXG EXISTING OSB ORIENTED STRAND BOARD AC.T. ACOUSTICAL TILE (CLG) EXH EXHAUST AFF ABOVE FINISH FLOOR EXT EXTERIOR P.BD. PARTICLE BOARD A.D. AREA DRAIN PC. CONC. PRECAST CONCRETE ADD " ADDENDUM FAS FASTENER) FED PEDESTAL (SINK) AOH ADHESIVE F.B. FACER PKG PARKING ADJr ADJUSTABLE F.B.O. FURNISHED BY OTHERS PL PLATE (HEIGHT) AGO " AGGREGATE F.D. FLOOR DRAIN P.LAM. PLASTIC LAMINATE A.H.U. AIR HANDLING UNIT F.E. FIRE EXTINGUISHER PLAS PLASTER AU ALTERNATE F.F. FINISH FLOOR (LINE) PNT PAINT ED) ALUM ALUMINUM F.C. FIXED GLASS PR PAIR �01` A.P. ACCESS PANEL FGL FIBERGLASS PREFAB PREFA RI ATED APX APPROXIMATE FIN FINISH PSF POUNDS PER SQUARE FOOT ARCH., ARCHITECTURAL) FLG FLASHING PSI POUNDS PER SQUARE INCH ASPH ASPHALT FLR FLOORING) P.T. PRESSURE TREATED (WOOD) AUTO. AUTOMATIC FLUR FLORESCENT (LIGHT) PVC POLYVINYL CHLORIDE (PIPE) AVE AVERAGE FND FOUNDATION P'AI? PLYWOOD AWNG AWNING F.O. FACE OF FP FIRE PROOF Q.T. QUARRY TILE 836 36' WIDE BASE CAB. FPL FIREPLACE 80 BF BOARD BI-FOLD (DOOR) FR FRENCH (DOOR) R RISERS (ON STAIRS) FTG FOOTING R/A RETURN AIR BIT. BITUMINOUS FUR FURRED(INO) R.B. RUBBER BASE BLKG BLOCKING RAD RADIUS BLDG BUILDING GA GAUGE R.D. ROOF DRAIN BILK BLOCK (CMUs) G.B. GYPSUM (WALL) BOARD REFR REFRIGERATOR BLKG BLOCKING C.G. GENERAL CONTRACTOR REQ REQUIRED BM BEAM G.D.O. GARAGE DOOR OPENER RES RESILIENT B.M. BENCH MARK GIFT GROUND FAULT INTERRUPTER REV REVISION(S)), REVISED BP BI-PASS (DOOR) GL GLASS OR GLAZING REINF REllIFORCEO(ING) BRG BEARING GL.BK. CLASS BLOCK R.J.B. REINFORCED UNCTION BOX ORK BRICK G.I. GALVANIZED IRON RLG RAILING B.S. BOTH SIDES GT GROUT R&M RANGE W/ MICROWAVE BSMT BASEMENT GP.DW. GYPSUM DRYWALL RM ROOM BTM BOTTOM R.O. ROUCH OPENING BTWN BETWEEN 42-H 42" HIGH (WALL) R&S ROD AND SHELF(S) BVL BEVELED HB HOSE BIBB OW BOTH WAYS H.C. HOLLOW CORE SC SOLID CORE (DOOR) C CARPET N.D. HEAT DETECTOR S SO S?ACi(E DETECTOR HDR HEADER SEC SECTION CAB CABINET HOW HARDWARE S.F. SQUARE FEET C.B. CATCH BASIN HOT HEIGHT SF.GL SAFETY GLASS CEM CEMENT H.M. HOLLOW METAL S.G.D. SLIDING GLASS DOOR CER CERAMIC HORZ HORIZONTAL SH SINGLE HUNG OR SHELF(VING) CFT CUBIC FOOT HR HOUR Stir (DRAWING) SHEET CHAM CHAMFER H.R. HALF ROUND (WINDOW) SIM SIMILAR C.I. CAST IRON HS HORIZONTAL SLIDER SKL SKYLIGHT C.I.P. CONC. CAST -IN -PLACE CONC. HTG HEATING SPEC SPECIFICATIONS CIR CIRCLE HVAC HEATING/VENTILATING/AIR COND. SPK (AUDIO) SPEAKER(S) CIRC CIRCUMFERENCE HWD HARDWOOD (FLOORS) S.ST. STAINLESS STEEL C.J. CONTROL JOINT STD STANDARD CK CALK(ING) CAULKING) I.B. IRONING BOARD STC STORAGE CL CLOSET OR CENTER LINE I.D. INSIDE DIAMETER STL STEEL CLG CEILING I.L.O. IN LIEU OF SIR STRUCTURAL CLM COLUMN INSUL INSULATED(TION) SO SQUARE CLR CLEAR(ANCE) INT INTERIOR S.W. SHEAR WALL CLS CLOSURE CM CMU CENTIMETERS) CONCRETE ASONRY UNIT JST JT JOIST (FLOOR OR ROOF) JOINT T TREADS (AT STAIRS) C.O. CASED OPENING T.B. T.B.D. TOWEL BAR TO BE DETERMINED COMB COMBINATION K KD KNOCKDO1% (CEILING) TO TERRA COTTA CONC CONCRETE KIT KITCHEN T.C.J. TROWELED CONTROL JCiNT COND � C) CONDENSER KO KNOCKOUT TEMP. TEMP. TEMPERED (GLASS) CONST of KPL KICKPLATE (ON DOOR) T&G TONGUE & GROOVE CONT CONTINUOUS K/S KNEE SPACE TEL TELEPHONE CONTR CPR CONTRACTOR COPPER LAM. LAMINATE(D) THK THICK(NESS) CRS COURSE(S) L LAV LAVATORY (SINK) THR T.O.C. THRESHOLD TOP OF CONCRETE CSMT CASEMENT L.B.O. LOCATION BY OTHERS T.O.F. TOP OF FOUNDATION C.ST. C.T. CAST STONE CERAMIC TILE L.L. LIVE LOAD T.O.M. TOP OF MASONRY LT LIGHT T.O.W. TOP OF WINDOW CTR CENTER OR COUNTER L.T. LAUNDRY TUB TRN TRANSOM (WINDOW) CYD CUBIC YARD LTL LINTEL 1P TOILET PAPER HOLDER 12'D 12' DEEP LVL LAM VENEER LUMBER (BEAMS) TV TV OUTLET OR LOCATION D DRYER, OR DRAIN LVR LOUVER TYP TYPICAL DBL DECO DOUBLE DECORATIVE M M METER(S) UC U UNDERCUT(DOOR) OEM DEMOLISH, DEMOLITION MAX MAS MAXIMUM MASONRY UNF U.N.O. UNFINISHED UNLESS NOTED OTHERWISE DEP DEPRESSED MATL MAFERIAL DET DETAIL MC MEDICINE CABINET VB VANITY BASE D.F. DRINKING FOUNTAIN MECH MECHANICAL V V.B. VAPOR BARRIER DH DOUBLE HUNG MFR. MANUFACTURER VB36 36' '?TIDE VANITY BASE DIAM DIAMETER MIN MINIMUM VERT VERTICAL DIM DIMENSION MIR MIRROR VIN (SHEET) VIN'rL D.L. DEAD LOAD MISC MISCELLANEOUS V.S. VEGETABLE SINK ON DOWN (STAIRS) MLD MOULDING V.T. VINYL TILE D.P. DAMP-PROOFI r, MM MILLIMETER OR DOOR MMB MEMBRANE SAT W3630 36'W X 30'H WALL CAB DRY DRYER MACHINE M.O MASONRY OPENING $iii W WADE OR WASHING MACHINE DS DOWNSPOUT DRAWER STACK (CABINET) MOD MRB MODUD/S MARBLE WWDD �D CLOSET D.T. DRAIN TILE MIL METAL WF WIDE FLANGE (STEEL BEAM) DTL DETAIL MT MCUNTED(ING) LULLED WH WATER HEATER DW DISH WASHER MULL MULLION OR W.H. WALL HUNG DWG DRAWING N WROUGHT IRON DWR DRAINER N.I.C. NOT IN CONTRACT WIC WALK-IN CLOSET EA EACH NOM N.T.S. NOMINAL NOT TO SCALE W/ W/O YAM OR WITHOUT E EB EYEBROW (FLAT ARCH) N.G.V.D. NAT. GEODETIC VERTICAL DATOM WP W.R. WATERPROOF(ING) WATER RESISTANT E.F. E.J. EACH FACE EXPANSION JOINT OBS OBSCUR E (GLASS) ON TER W.S. WATER SOFTENER EL ELEVATION O.C. CEN WSCT WAINSCOT ELEC ELECTRIC(AL) 0.CAB. OVERHEAD CABINET W.T.W. WALL TO WALL E.P. ELECTRICAL PANEL O.D. OUTSIDE DIAMETER W'hM WELDED WIRE MESH EQ EQUAL O.G.D. OVERHEAD GARAGE DOOR PROJECT: ARBOR rnO LAKES APARTMENTS & CLUBHOUSE LOCATION: CITY OF SANFORD, FL 565-(& fr CITY ROFFICIAL:. PETE TUCKER407,302.1022 APPLICABLE . STANDARD BUILDING CODE - souTHERN' PLUMBING: 1994 STANDARD PLUMBING CODE ELECTRICAL: 1996 NEC - NATIONAL ELECTRIC CODE MECHANICAL: 1997 SMC - STANDARD MECHANICAL CODE LIFE SAFETY (FIRE): 1994 A101 LIFE SAFETY ACCESSIBILITY: 1997 STATE OF FLORIDA DISABILITY ACT r HUD nd * HOUSING ACT, 1986ANSIAl 17.1 STD.as A d A PRODUCT ##1: TWO STORY APARTMENT BUILDINGS OCCUPANCY CLASSIF.: R2 (RESIDENTIAL) TYPE CONSTRUCTION: VI UNPROTECTED & UNSPRINKLERED AREA LIMITATION: MULTISTORY - 7,000 S.F. PER FLOOR (TABLE 500) (An Additional 931 S.F./Floor is allowed if at least 35% of the Perimeter is accessible within 30'.) WEIGHT LIMITATION: 40' or MAXIMUM ALLOWABLE HEIGHT DETERMINED BY FIRE MARSHALL OR LOCAL ORDINANCE. MINIMUM UNIFORMLY DISTRIBUTED DESIGN LIVE LOADS - TABLE 1604.1 PRIVATE APARTMENTS 40 PSF EXTERIOR BALCONIES 60 PSF SLEEPING ROOMS 30 PSF ATTICS WITHOUT STORAGE 10 PSF GARAGE SLABS 50 PSF WIND LOAD 100 MPH PRODUCT #2: ONE STORY APARTMENT CLUBHOUSE OCCUPANCY CLASSIF.: MIXED OCCUPANCY: A-2 ASSEMBLY SMALL (The entire building conforms with the most restrictive Occupancy group.) TYPE CONSTRUCTION: VI UNPROTECTED & SPRINKLERED AREA LIMITATION: ONE STORY - 15,000 S.F. PER FLOOR (TABLE 500) (No Section 503.3 General Area Modification is needed.) HEIGHT LIMITATION: 40' or MAXIMUM ALLOWABLE WEIGHT DETERMINED BY FIDE MARSHALL OR LOCAL ORDINANCE. MINIMUM UNIFORMLY DISTRIBUTED DESIGN LIVE LOADS - TABLE 1604.1 OFFICES 50 PSF LOBBIES 100 PSF GYMNASIUMS 100 PSF ATTICS WITHOUT STORAGE 10 PSF CORRIDORS 100 PSF WIND LOAD 100 MPH PUBLIC ROOMS 100 PSF � Issue Dates Date Purpose - Remarks -_ # of Sh. 11/08 00 100% PERMIT ISSUE- BLDGS. I, II, III, IV, V, VI, VII, VIII, IX & X (BLDG XI NOT INCLUDED) 148 SHEET SEQUENCE SHEET TYPE OR SERIES BUILDNG TYPE, TYP. I / / . 1 •`"'�--REVERSED BLDG.° S h, UP& et I n d () x AS OF 9 1 UO DISCIPLINE � ARCHITECTURAL OVERVIEW A1.1 COVER SHEET, CONSULTANTS A1.2 SHEET INDEX, PROJECT CODE DATA, ISSUE DATES, SITE CODE DATA, AREA MAP, ABBREVIATIONS & SYMBOLS A1.3 SITE BUILDING LOCATION PLAN - BLDGS #1 THRU J27 A1.4 ADDRESS/ FIREPLACE LOCATION PLANS - BLDGS #1 THRU #14 A1.5 ADDRESS/ FIREPLACE LOCATION PLANS - BLDGS #15 THRU #27 ARCHITECTURAL - BLDG TYPE I (BLDG,W 5, 7, 10, 12, 15, 18, 20, 27) A2.1.1 MAIN FLOOR PLAN - BLDG TYPE 1 A2.2.1 UPPER FLOOR PLAN - BLDG TYPE 1 A3.1.1 EXTERIOR ELEVATIONS - BLDG TYPE 1 A4.1.1 ROOF PLAN & DETAILS - BLDG TYPE 1 ARCH - BLDG TYPE I REVERSED (BLDG W 6) 11, 17, 25) -- A21.1R MAIN FLOOR PLAN - BLDG TYPE I REVERSED A2.2.1R UPPER FLOOR PLAN - BLDG TYPE 1 REVERSED A3.1.1R EXTERIOR ELEVATIONS - BLDG TYPE 1 REVERSED A4.1.1 R ROOF PLAN & DETAILS - BLDG 'TYPE 1 REVERSED ARCH - BUILDING TYPE 11 (BLDG'-"2, 8) 19, 21, 23, 24, 26) A2.1.2 MAIN FLOOR PLAN - BLDG TYPE 11 A2.2.2 UPPER FLOOR PLAN - BLDG TYPE 11 A3.1.2 EXTERIOR ELEVATIONS - BLDG TYPE 11 A4.1.2 ROOF PLAN & DETAILS - BLDG TYPE 11 ARCM - BLDG TYPE 11 REVERSED (BLDG ,� 9, 16, 22) A2.1.2R MAIN FLOOR PLAN - BLDG TYPE 11 REVERSED A2.2.2R UPPER FLOOR PLAN - BLDG TYPE 11 REVERSED A3.1.2R EXTERIOR ELEVATIONS - BLDG TYPE 11 REVERSED A4.1.2R ROOF PLAN & DETAIL'S - BLDG TYPE 11 REVERSED ARCH - BUILDING TYPE III (BLDG ,W 1, 3, 4, 13, 14) A2.1.3 MAIN FLOOR PLAN - BLDG TYPE 111 A2.2.3 UPPER FLOOR PLAN - BLDG TYPE Ill A3.1.3 EXTERIOR ELEVATIONS - BLDG TYPE 111 A4.1.3 ROOF PLAN & DETAILS - BLDG TYPE 111 ARCM - UNIT FLOOR PLANS A2.Al UNIT Al & Ala FLOOR PLANS & INT. ELEV. A2.61 UNIT B1a -19 FLOOR PLAN & INT. ELEV. & BLDG II G2 GARAGE MODULE PLAN A2.C1 UNIT Cl & C10 FLOOR PLANS & INT. ELEV. A2.C2 UNIT C2a-1g FLOOR PLAN & INT. ELEV. BLDG I G1 GARAGE MODULE PLAN A2.C3 UNIT C3 & C3a FLOOR PLAN & INT. ELEV. A2.C4 UNIT C4 & C4a FLOOR PLANS & INT. ELEV. A2.C5 UNIT C4-1g & C4a-2g FLOOR PLANS & INT. ELEV. A2.D1 UNIT D1 & D1a FLOOR PLANS & INT. ELEV. A2.D2 UNIT D2-2g FLOOR PLAN & INT. ELEV. A2.D2a UNIT D2a-2g FLOOR PLAN & INT. ELEV. A2.H1 HANDICAP UNITS A1.hc & Cl.hc PLANS & NOTES ARCHITECTURAL A5.1.1 BUILDING SECTIONS - BLDG TYPE I & III A5.2.2 BUILDING SECTIONS - BLDG TYPE II A7.1 WINDOW, DOOR & ROOM SCHEDULES, TYPES & DETAILS A8.1 WALL SECTIONS & UNIT SEPARATION ASSEMBLIES A8.2 UNIT SEPARATION ASSEMBLIES & FIREPLACE DETAILS AD.1 EXTERIOR DOOR & WINDOW STUCCO TRIM DETAILS AD.2 EXTERIOR DETAILS AD.3 STAIR SECTION & INTERIOR DETAILS ARCM - BLDG TYPE IV (APPROX. 7,179 SF CLUBHOUSE) S.6.3 CLUBHOUSE FOUNDATION PLAN S.6.4 CLUBHOUSE WALL & ROOF FRAMING PLAN A2.1.4 CLUBHOUSE FLOOR PLAN A3.1.4 CLUBHOUSE FRONT & RIGHT EXTERIOR ELEVATIONS A3.2.4 CLUBHOUSE REAR & LEFT EXTERIOR ELEVATIONS A4.1.4 CLUBHOUSE ROOF PLAN A5.1.4 CLUBHOUSE BUILDING SECTIONS A5.2.4 CLUBHOUSE BUILDING SECTIONS A5.3.4 CLUBHOUSE MISC. SECTIONS & DETAILS A5.4.4 CLUBHOUSE WALL SECTIONS A5.5.4 CLUBHOUSE MISC. SECTIONS A6.1.4 CLUBHOUSE DOOR SCHEDULE A6.2.4 ROOM FINISH SCHEDULE A6.3.4 CLUBHOUSE REFLECTED CEILING PLAN AD.3.4 CLUBHOUSE INTERIOR ELEVATIONS - BATH RMS. E2.2 CLUBHOUSE AUDIO/ VISUAL LAYOUT PLAN E2.1.4 CLUBHOUSE MAIN FLOOR LIGHTING E2.2.4 CLUBHOUSE MAIN FLOOR POWER PLAN ED.3 CLUBHOUSE ELECTRICAL SCHEDULES & DETAILS M2.1.4 CLUBHOUSE MECHANICAL FLOOR PLAN MD.3 CLUBHOUSE MECHANICAL SCHEDULES & DETAILS MD.4 CLUBHOUSE MECHANICAL DETAILS P2.1.4 CLUBHOUSE PLUMBING FLOOR PLAN PD.4 CLUBHOUSE PLUMBING SCHEDULES & DETAILS PD.5 CLUBHOUSE PLUMBING RISER DIAGMS. & DETAILS FP2.0.0 CLUBHOUSE FIRE PROTECTION SITE PLAN FP2.1,4 CLUBHOUSE FIRE PROTECTION PLAN FPD.3 CLUBHOUSE FIRE PROTECTION SCHEDULES & DETAILS FPD.4 CLUBHOUSE FIRE PROTECTION SCHEDULES & DETAILS A9.2.6 3 STALL GARAGE & CARWASH PLANS - BLDG TYPE VI A9.3.6 3 STALL GARAGE & CARWASH ELEV. - BLDG TYPE VI A9.4.7 4 STALL & 6 STALL GARAGES - BLDG TYPES V & VII A9.5.8 MAIL KIOSKS - BLDG TYPE VIII A9,6.9 TRASH COMPACTOR - BLDG TYPE IX A9.7.10 M CABANA & TENNIS SHELTER - BLDG TYPES X & XI �TFNNIS SHELTER TO BE SUBMITTED AT A LATER DATE) STRUCTURAL J.M. Flannigan S2.1.1 FQUNDATION PLAN - BLDG TYPE 1 S3.1.1 UPPER FLOOR FRAMING PLAN - BLDG TYPE I S4.1.1 R OF FRAMING PLAN - BLDG TYPE I S2.1.1R F UNDATION PLAN - BLDG TYPE 1 REVERSED S3.1.1R UPPER FLOOR FRAMING PLAN -BLDG TYPE I REVD S4.1.1R ROOF FRAMING PLAN - BLDG TYPE I REVERSED S2.2.2 F UNDATION PLAN - BLDG -TYPE 11 S3.2.2 UPPER FLOOR FRAMING PLAN - BLDG TYPE II S4.2.2 ROOF FRAMING PLAN - BLDG TYPE li S2.2.2R F UNDATION PLAN - BLDG TYPE 11 REVERSED S3.2.2R UPPER FLOOR FRAMING PLAN -BLDG TYPE II REVD S4.2.2R R OF FRAMING PLAN - BLDG TYPE II REVERSED S2.3.3 F UNDATION PLAN - BLDG TYPE 111 S3.3.3 U PER FLOOR FRAMING PLAN - BLDG TYPE III S4.3.3 R OF FRAMING PLAN - BLDG TYPE III S5.1 G NERAL NOTES & ELEVATIONS S5.2 S CTIONS 1 THRU 9 S5.3 SECTIONS 1 THRU 13 S6.1 F D & FRAMING PLANS - BLDG TYPES IV, V, V11 & VIII S6.2 F D & FRAMING PLANS - BLDG TYPES IX & X ELECTRICAL KTD Engineers ECTRICAL SITE PLAN E2.U0 E E2.A1 U IT Al & Ala ELECTRICAL PLANS LEND &FIXTURE SCHEDULE E2.Bla UNIT B1a-19 ELECTRICAL PLAN & LDG II G2 GARAGE MOD ELECTRICAL PLAN E2.C1 UI' IT Cl & C1a ELECTRICAL PLANS E2.C2a UIIIT C2a-lg ELECTRICAL PLAN BLDG I GI GARAGE MOD ELECTRICAL PLAN E2.C3 UP IT C3 & C3a ELECTRICAL PLANS E2.C4 UNIT C4, C4a, C4-lg & C4a-2g ELECTRICAL PLANS E2.D1 UNIT D1 & D1a ELECTRICAL PLANS E2.D2 UNIT D2-2g & D2a-2g FLOOR ELECTRICAL PLANS E2.H I -I NDICAP UNITS Al.hc & Cl.hc ELECTRICAL PLANS E3.1.5 BLDG TYPES V, VI & VII - ALL GARAGE ELECTRIC E3.2.8 BTG TYPES VIII & IX - KIOSK & TRASH ELEC ED.1 ELFC PANELS & BLDG LOAD CALCULATIONS ED.2 ELECTRICAL SCHEDULES & DETAILS ' Y ° I AL KTD Engineers ME2.1.1 MAIN FLOOR HVAC & ELECTRICAL PLAN - BLDG TYPE I ME2.2.1R MAIIN FLOOR HVAC & ELECTRICAL PLAN - BLDG TYPE I REVD ME2.3.2 MAIN FLOOR HVAC & ELECTRICAL PLAN - BLDG TYPE II ME2.4.2R MIN FLOOR HVAC & ELECTRICAL PLAN - BLDG TYPE II REVD ME2.5.3 MAIN FLOOR HVAC & ELECTRICAL PLAN - BLDG TYPE III M2.A1 UNI� Al & Ala HVAC PLANS & NOTES M2.B1a UNI(f B1a-lg HVAC PLAN & NOTES & OhDG II G2 GARAGE MODULE HVAC PLAN M2•Cl UNIT Cl & Cta HVAC PLANS & NOTES M2.C2a UNIT C2a-tg HVAC PLAN et NOTES & BLDG I Cl GARAGE MODULE HVAC PLAN M2.C3 UNI� C3 & C3a HVAC PLANS & NOTES M2.C4 UNI C4, C4a, C4-1g & C4a-2g HVAC PLANS &NOTES M2.D1 UN�T Dl & Dla HVAC PLANS & NOTES M2.D2 UNIT D2-2g & D2o-2g HVAC PLAN & NOTES M2.H HANDICAP UNITS A1.hc & Cl.hc HVAC PLANS & NOTES MDA HVrI*1C GENERAL NOTES, SCHEDULES & DETAILS MD.2 HVAC DETAILS P U M I N G KTD Engineers 13 of 19 Sheets P2.1.1 MAI I FLOOR PLUMBING PLAN - BLDG TYPE I P2.2.1 UPPER FLOOR PLUMBING PLAN - BLDG TYPE I P2.3.1R MAID FLOOR PLUMBING PLAN - BLDG TYPE I REVD P2.4.1R UPPER FLOOR PLUMBING PLAN - BLDG TYPE I REVD P2.5.2 MAIN FLOOR PLUMBING PLAN - BLDG TYPE II P2.6.2 UPPER FLOOR PLUMBING PLAN - BLDG TYPE II P2.7.2R MAID FLOOR PLUMBING PLAN - BLDG TYPE II REVD P2.8.2R UPP�R FLOOR PLUMBING PLAN - BLDG TYPE II REVD P2.9.3 MAIM FLOOR PLUMBING PLAN - BLDG TYPE III P2.10.3 UPPIER FLOOR PLUMBING PLAN - BLDG TYPE III P2.11.9 BLDIf TYPE IX & VI (COMPACTOR) P2.A1 UNIT Al, Ala & B1a PLUMBING PLANS P2.Cl UNITIS Cl, C1a & C2a-19 PLUMBING PLANS P2.C3 UNITE C3, C3a, C4, C4a, C4-lg & C4a-2g PLUMB'G PLANS P2.D1 UNITP D1, D1a, D2-2g & D2a-2g PLUMBING PLANS P2.H UNIT A1.hc & Cl.hc PLUMBING PLANS & NOTES PDA PLUS. BING GEN NOTES, SYMBOLS, SCHEDULES & DETAILS PD.2 PLU& BING WATER RISER DIAGRAMS & DETAILS PD.3 PLU& BING SANITARY RISER DIAGRAMS SHEET TITLE Sheet Index BSS Abbreviations Project Code Info JOB NO.-20060 SHEET F ROJ. MGR.-HETT, CHAP DRAWN BY-JA,MB,SC A1.2 CHECKED BY 4.' 0 I I DRY POND #1 0.62 AC UMNWAMIi 1Lw14- TYPE III (3 TENNIS COURT TENNIS SHELTE 9 100 YR. FLOOD uNE - JOAOLA ROAD Ao%sftl "cable Ti Aw&%e B'Handicap Code Inf6rmation pli I yp I cf11-7 SBGG 1 GODE- Sec 1105.4.2 Except ion # 3 46% OF THE SITE EXCEEDS A 10% SLOPE SO 71 'TYPE B' UNITS ARE REOU I RFD. 10% OR 13 OF THE 130 MAIN FLOOR UNITS ARE CLASSIFIED AS NON ACCESSIBLE TO THE. HANDICAPPED. THEY DO NOT CLASSIFY AS 'TYPE B' UNITS, AND THEY ARE MARKED WITH@ON THIS SITE PLAIT —THE REMAINING II 1 MAIN FLOOR UNITS COMPLY AND WELL EXCEED THE 71 'TYPE B' UNITS REQUIRED. 4 TYPE If K TYPE 11 EVERSL�� ITAII GARAGE 11IDGIA0 Now 1 i IV UAD W� LAKE . \ / RETAINING WALL L� ' FLOOD LINE VERSE ��✓ � ELEV. as.s TAPE I� ( I 2 TYPE Il TYPE II19 24 ° it xr' 16 %4 TYPE 11 TYPE 11 R EVERSEI i ® I o TYPE 1 I TYPE 11 2 0 •� Aplicable Fire Separat-ionto;%ode Informa lqci"7 SBGGI GODS- Table 600 Fire Separations. THE HORIZONTAL SEPARATION ( DISTANCE FROM PROPERTY(OR BUILDINO)LINE) DICTATES THE PERCENT OF PROTECTED AND UNPROTECTED WALL OPENINGS PERMITTED IN ADJACENT EXTERIOR WALLS. THIS SEPARATION DISTANCE IS CALCULATED FROM AIR' EW CONDITIONED SPACE TO AIR CONDITIO E SPAGF. THE ARCHITECTURAL FEATURES OF ROOF OVERHANGS d BALCONIES DO NOT COUNT IN THIS CALCULATION. WHEN THERE IS OVER 3OFT SEPARATION THERE IS NO LIMIT TO THE PERCENT OF OPENINGS, ALLOVIED. WHEN THE SEPARATION IS OVER 20FT AND UP TO SOFT THERE IS A 60% OPENING LIMITATION. THE MAJORITY OF THESE BUILDINGS ARE SEPARATED BY 30' OR MORE. NONE ARE SEPARATED BY LESS THAN 20' AND WHEN LESS THAN 30' AN ARC IS DRAWN TO SHOW THE AMOUNT OF BUILDING PERIMETER AFFECTED. ALL BUILDINGS COMPLY WITH TABLE 600 FIRE SEPARATION. 1A WASH NOTE: SITE PLAN IS FOR BUILDING LOCATION ONLY, FOR EXACT LOCATIONS, DETAILS 4 NOTES REFER TO DWO'S BY OTHERS Unit Density on 25.43Acres 5outhviord PD 212 Units or 11.25/Ac Doudey PE) i0 Units or 10.0/Ac _Total 282 Unit5 Building mer Ty,' I)eScription I Apartment Buildingq 6 Units over 5 UnA, I R Reversed Apartment Building 6 Units over 5 Unit5 II Apartment Bulldinqq 5 Units over 4 UniEs 11 R Reversed Apartment Building 5 Unit5 over 4 Unit5 lII Apartment Bulldinqc� 6 Units over, 6 UniE5 IV Glubhouse Building V 4 Stall 0orage VI 3 Stall Garorje 4 Gar Vlo5h VII 6 Stall Garage Vlll Mali KI05k5 IK Trash Compactor x SvIIm Gabono xi Tennl5 Shelter V ✓V y 6 z $ d d d z I $ C o � 0 n, �i .n E a= u ffi 3a Unit C1a Unit C4a-2g 424 426 ace Fireplace r Unit D1 a Unit Al a Unit C2a-1 g 421 423 425 Fireplace Fireplace Bldg Type I Upper Floor 4 Fireplaces Unit C3 Unit Cl Unit C4-1g 412 414 416 Unit D1 Unit Al 411 413 Bldg Type I Main Floor u I 13diho,'" 400 ARBOR LAKES CIRCLE Unit Ma Unit C1a Unit C4a 322324 326 Unit Dla Unit Al a Unit C3a 321 323 325 Bldg Type III Upper Floor Unit C3 Unit Cl Unit C4 312 314 316 Unit D1 Unit Al Unit C3 311 313 315 Bldg Type III Main Floor Buildin- 94 .- - - - �j - 300 ARBOR LAKES CIRCLE Unit C3a Unit C1a Unit C4a 222 224 226 Unit Dla Unit Ala Unit Ma 221 223 226 Bldg Type III Upper Floor Cl Unit C4 216 Unit C3 @211215 E21 Bldg Type III Main Floor B, vildilm 1�j 200 ARBOR LAKES CIRCLE Unit D1a Unit D2a-2g 522 524 Fireplace Fireplace Unit C3a Unit Al a Unit B1 a-1 g 621 523 525 Fireplace Bldg Type 11 Upper Floor 3 Fireplaces Unit D1 Unit D2-2g 512 514 Unit C3 Unit Al Ll 511 513 Bldg Type 11 Main Floor g bu I ly 1+2 500 ARBOR LAKE CIRCLE Unit C3a Unit C1a Unit C4a 2322 2324 2326 Unit D1 a Unit Al a Unit Ma 2321 2323 2325 Bldg Type III Upper Floor Unit C3 Unit Cl Unit C4 2312 2314 2316 Unit DI Unit Al Unit C3 2311 2313 2315 Bldg Type III Main Floor Buildin-0- #1 y - 2300 ARBOR LAKES CIRCLE Ma Unit C1a Unit C?4a-2g r24222 Unit Dla Unit D1a Unit D2a-2g Unit C3a Unit Cla Unit C4a-2g Unit C4a-2g Unit Cl Unit C3a 2424 2426 rUntD2a-2g 22 924 722 724 822 824 826 622 624 626 Firepl ace Fireplace Fireplace Fireplace Fireplace Fireplace Fireplace Fireplace Unit D'1 a Unit Ala Unit C2a Unit B1 a-1 g Unit Al a Unit Ma Unit Ma Unit Ala Unit Bl a-1 g Unit Dl a Unit Ala Unit C2a-1 g Unit C2a-1 g Unit Al a Unit D1 a 2421 2423 2425 921 923 925 721 723 725 821 823 825 621 623 625 Fireplace Fireplace Fireplace Fireplace Fireplace Fireplace Fireplace Fireplace Bldg Type I Upper Floor Bldg Type 11 reversed Upper Floor Bldg Type 11 Upper Floor Bldg Type I Upper Floor Bldg Type I Reversed Upper Floor 4 Fireplaces 3 Fireplaces 3 Fireplaces 4 Fireplaces 4 Fireplaces 3 Unit Cl Unit C4-1g Unit D2-2g Unit Dl Unit D1 Unit D2-2g Unit C3 Unit Cl Unit C4-lg Unit C4-1g Unit Cl Unit C3 2414 2416 r2411 912 914 712 714 812 814 816 612 614 616 DI Unit Al Unit Al Unit C3 Unit C3 Unit Al Unit D1 Unit Al Unit Al Unit D1 2413 913 915 711713 811 813 613 615 Bldg Type I Main Floor Bldg ,type Il reversed Main Floor Bldg Type 11 Main Floor L/ Bldg Type I Main Floor Bldg Type I Reversed Main Floor 1 i__l buildin B"M buildif a r l In I #t �j r n Buldinom V y""" _b -- -- 2400 WHITE MAGNOLIA WAY --- - - - 900 ARBOR LAKES CIRCLE 700 ARBOR LAKES CIRCLE 300 ARBOR LAKES CIRCLE 600 ARBOR LAKES CIRCLE Unit C3a Unit C1a Unit C4a Unit Ma Unit C'la it C4a Unit C3a Unit C'la Unit C4a-2g Unit C4a-2g Unit C1a Unit Ma 2622 2624 2626 2722 2724 2726 2522 2524 2526 2222 2224 2226 Fireplace Fireplace Fireplace Fireplace See Sheet A1.5 for Building # 15 through # 27 Unit D1a Unit Ala Unit Ma Unit Dla Unit Ala Unit C3a Unit Dla Unit Ala Unit C2a-1g Unit C2a-lg Unit Ala Unit D1a 2621 2623 2625 2721 2723 2725 2521 2523 2525 2221 2223 2225 Fireplace Fireplace Fireplace Fireplace Bldg Type III Upper Floor Bldg Type III Upper Floor Bldg Type I Upper Floor Bldg Type I Reversed Upper Floor Notes' 4 Fireplaces 4 Fireplaces 1. The 6 ANSI 7 A117.1 accessible handicap units on ground floors are indicated by the symbol & 2. All ground floor units,With exception Unit C3 Unit Cl Unit C4 Unit C3 Unit Cl Unit C4 Unit C3 Unit C1 Unit C4-1g Unit C4-1g Unit Cl. he Unit C3 to 13 units due to existing site conditions 2612 2614 2616 2712 2714 2716 2512 2514 2516 2212 2214 2216 (See sheet A1.3 for locatlons) are 1966 Fair Housing guidelines accessible Units Unit Dl Unit Al Unit C3 Unit D1 Unit Al Unit C3 Unit D1 Unit Al Unit Al. t c Unit DI 2611 2613 2615 2711 2713 2715 2511 2513 x 2213 2215 Bldg Type III Main Floor Bldg Type III Main Floor Bldg `type I Main Floor Bldg "type I Reversed Main Floor (2) 'Type A' Handicap Units # A A .0a In Buildil 1 t5 Uil d i n ga # 1` i I d i n " "112"111A 20% 'A ON Building #1 1 2600 WHITE MAGNOLIA WAY 2700 WHITE MAGNOLIA WAY 2500 WHITE MAGNOLIA WAY 2200 ARBOR LAKES CIRCLE L C C Q (\/ arry 0 o � a I x y o 4- µ-- W J o 8 U SHEET TITI F Bldgs 1-14 Address Flans Fireplace Locations JOB NO.-20060 SHEET PROJ. NGR.-NETT, CHAP DRAM BY-JA,MB,SC A1.4 CHECKED BY Unit D1a Unit D2a-2g Unit C3a Unit Cla Unit C4a-2g Unit C4a-2g Unit C'la Unit C3a Unit D2a-2g Unit D1a Unit C3a Unit Cla Unit C4a-2g 1122 1'124 Fireplace Fireplace 2022 .2024 2026 Fireplace Fireplace 1222 1224 1226 Fireplace Fireplace 1022 1024 Fireplace Fireplace 2822 2824 2826 Fireplace Fireplace Unit C3a Unit Al a Unit B1 a-1 g Unit D1 a Unit Al a Unit C2a-1 g Unit C2a-1 g Unit Al a Unit D1 a Unit B1 a-1 g Unit Al a Unit C3a Unit D1 a Unit Ala Unit C2a-1 g 1121 1123 1,125 Fireplace 2021 2023 2025 Fireplace Fireplace 1221 1223 1225 Fireplace Fireplace 1021 1023 1025 Fireplace 2821 2823 2825 Fireplace Fireplace Bldg Type 11 Upper door Bldg Type I Upper door Bldg Type I Reversed Upper Floor Bldg Type II Reversed Upper door Bldg Type I Upper Floor 3 Fireplace 4 Fireplaces 4 Fireplace 3 Fireplaces 4 Fireplaces Unit D'1 Unit D2-2g Unit C3 Unit Cl Unit C4-1g Unit C4-lg Unit C1. he Unit C3 Unit D2-2g Unit D1 Unit C3 Unit C1 Unit C4-1g 1112 1114 2012 2014 2016 2112 2114 2116 1012 1014 2812 2814 2816 C3 Unit Al Unit D1 Unit Al Unit Al. c Unit D1 Z\ Unit Al Unit C3 Unit D`I Unit Al 1 1113 2011 2013 2113 21*15 1013 1015 2811 2813 Qjil Bldg Type 11 Main Floor Bldg type I Main Floor Bldg Type I Reversed Main Floor Bldg Type 11 reversed Main Floor Bldg Type I main Floor (2) '`T"ype A' Handicap Units num id-i O 19 D uidin #18 Buildlul buildil bUildinom 1100 ARBOR LAKES CIRCLE 2000 ARBOR LAKES CIRCLE 2100 ARBOR LAKES CIRCLE 1000 ARBOR LAKES CIRCLE 2800 WHITE MAGNOLIA WAY Unit D1a Unit D2a-2g Unit D1a Unit D2a-2g Unit D2a-2g Unit Dl Unit Dl Unit D2a-2g Unit C3a Unit Cl Unit C4a-2g 1622 1624 Fireplace Fireplace 1422 1424 Fireplace Fireplace 1522 1524 Fireplace Fireplace 1322 1324 Fireplace Fireplace 1222 1224 1226 Fireplace Fireplace Unit Ma Unit Al a Unit Bl a-1 g Unit C3a Unit Ala Unit Bl a-1 g Unit Bl a-1 g Unit Al a Unit C3a Unit C3a Unit Al a Unit B'I a-1 g Unit D1 a Unit Ala Unit C2a-1 g 1621 1623 1625 Fireplace 1421 1423 1425 Fireplace 1521 1523 1525 Fireplace 1321 1323 1325 Fireplace 1221 1223 1225 Fireplace Fireplace Bldg Type 11 Upper Floor Bldg Type 11 Upper Floor Bldg Type 11 Reversed Upper Floor Bldg Type II Upper Floor Bldg Type I Upper Floor 3 Fireplaces 3 Fireplaces 3 Fireplaces 3 Fireplaces 4 Fireplaces Unit D2-2g '1614 Unit Dl Unit D2-2g Unit D2-2g Unit D1 (- Unit D1 Unit D2-2g Unit C3 Unit Cl Unit C4-lg runtDl 1412 1414 1512 1514 1312 1314 1212 1214 1216 Unit Al Unit C3 Unit Al Unit Al Unit C3 Unit C3 Unit Al Unit Dl Unit Al 1613 1411 '14,13 1613 1515 1311 1313 1211 1213 Bldg Type 11 Main Floor Bldg Type II Main Floor Bldg Type 11 Reversed Main Floor Bldg Type 11 Main Floor Bldg Type I Main Floor Baumildin 4A Um i I dil I #:z j B us i I#22 i I d i I - %I a Y-m uUmmild11 In 0 f�zkjMF 1600 ARBOR LAKES CIRCLE 1400 ARBOR LAKES CIRCLE 1500 ARBOR LAKES CIRCLE 1300 ARBOR LAKES CIRCLE 1200 ARBOR LAKES CIRCLE l� Unit Ma Unit C1a Unit C4a-2g Unit D1a Unit D2a-2g Unit C4a-2g Unit Cla Unit C3a 1922 '1924 1926 Fireplace Fireplace 1822 '1824 Fireplace Fireplace 1722 1724 1726 Fireplace Fireplace Unit Dl a Unit Al a Unit C2a-1 g Unit C3a Unit Al a Unit Bl a-1 g Unit C2a-1 g Unit Ala Unit Dl a 1921 1923 1925 Fireplace Fireplace 1821 1823 1825 Fireplace 1721 1723 1725 Fireplace Fireplace Bldg "Type I Upper Floor Bldg Type II Upper Floor Bldg Type I Reversed Upper Floor 4 Fireplaces 3 Fireplace 4 Fireplaces Unit C3 Unit Cl Unit C4-1g Unit D1 Unit D2-2g Unit C4-1g Unit Cl. he Unit C3 1912 1914 1916 1812 1814 1712 1714 1716 Unit Dl Unit Al Unit C3 Unit Al Unit Al. Vc Unit D1 1911 1913 1811 1813 1713 1715 �/ Bldg Type I Main Floor Bldg Type 11 Main Floor Bldg Type I Reversed Main Floor (2) 'Type A'Handicap Units 0 2 D sun i I d-i n----a #z t 5 1000 ARBOR LAKES CIRCLE 1800 ARBOR LAKES CIRCLE 1700 ARBOR LAKES CIRCLE 9 ter. � fA G X a� y= J 0 o 0 V t U tll I 6 �l _I O n E 0 r =0 Cn co j N mLr)� c1 oz�1 ) C, o � I ai Cr c_. a o c GOCIJQ S cc) C60 u 1-4 I Cn rid SHEET TITLE Bidgsl5 - 27 Address Mans Fireplace Locations JOB NO.-20060 SHEET PROJ. MGR.-HETT, CHAP DRAWN BY-JA,MB,SC Al y CHECKED BY rr I Z II s x Ci O O Z a r a� V 'c a.. N a Q $, �i SHEET TITLE Bldg Type l Main Floor Flan JOB NO.-20060 SHEET PROJ. MOR.-NETT, CHAP DRAWN BY-JA,NB,SC A n, I A CHECKED BY Ism AM Ir IN Bidu I m Uppe,-mr OPE&Iiall if F SCALE: 3/16" = 1'-b" TOTAL: 6717 S.F. — — — a 1 u a SHADED WALLS INDICATE 1 HOUR RATED SEPERATION WALLS (SBCCI 704.3) & 1 HR INTERIOR BRG. WALLS (SBCCI 601.3.2 ) z d 0 c� n3 ai o ` rQy 1 w— O g, 8 F3 a �I E X3 •s N SHEET TITLE Bldg iyppe I Upper rloor Plan JOB N0.-20060 PROJ. MCR.-HETT, a DRAWN BY-JA MB,SC CHECKED BY SHEET A2.2.1 f RQ4L PLATE . _ _ _ _ ____ __ _ _.__.. _.__ . - � D.3 rr r 7 r rY'r r' f rY'r�f t" r fir, r Tr r _err rT I rrr r rr EL 19_'--2 3/A..ROQE PLAT, rY 'r LLLI D8 LHTYP..SILL FOR 50 WINDOW - _ 12Li EL. - 10-8 5/8' UPPER FIN. FLOOR � Y - EL = 9'-1 1 8" PLATE HGT / _.__ - '' `r:..+�.' ...r' ..:T'r"rf" . 3" MTL FLASHING .3 EL, 6'-8" T.O.W. LEFT Q 4 4C 6D TYP. SILL: FOR 50 'HIND. ELF= 0 -0 MAIN FLOOR d +p, 1) , D.3 t2 r err' r� r r,2 r� Nr �ri�rr r_ �g — f A r rrrr r>�rrr r r r T -f rrrYrrrrr� r..rrr,rv,-�-�-r. rr-r —f, `� �rr-r -Y•�'r r rrrr r rrrr rr : rr re1 �r r r T.��..0 r��Y r� rr r rY Em ,�,,_�. .;..,r.. r.�;�..�.�,.�,.r...y.r-� -r• •r°rr.r ,,., r^,,'- - r- �-r` "r r' Y°r 'r' r�rr t�- �;-..YF'` .�r. r'.; ,r. '}-.. f ttT `r i77r 12FY-YY`r �'Yl r( Y ®)i !? N.—b-a. V Vvd 100"B — SCALE: 3/16" = 1'-0" 8LDGIEL Id I"&vkmo&-% Los I s SCALE: 3/16" = 1'-0" 8LDGIEL 30'-9" TOP OF ROOF 12 - 20'-9 3/4- ROOF PLATE 19'-9 3 4" ROOF PLATE 10'-8 5/8" UPPER FIN. FLOOR _ 9'-11/8" PLATE HGT 0'-0" MAIN FLOOR soft Mob tildg jy-Lp-p I an �fRear Elevatiko)"Ir SCALE: 3/16' 1 C 1 R �..., — -- SCALE: 3/16" = — — — 1'-0" -- -- — — - — - --- -- - -- -.- . - _ ---- —--- 8LDGIEL i EL. 30_9" ROOF PLATE - - - --U.=19'-9../4" ROF P.l -EL. = 17' -4-5/8LL0 TYP. SILL FOR 50 WINDOW EL. = 10-8 5/8" UPPER FIN.FFLOOf EL. = 9'-1 1_L8 PLATE HG _ -EL. 6'-8"T.O.W JCCO LEFT _ _TYP. SILL FOR 50 WIND. GRADE - EL. = 0'-0" MAIN FLOOR SHEET TITLE Bldg %pe l Elevations JOB NO.-20060 SHEET PROJ. MGR.-NETT, CHAP DRAM BY-JA,MB,SC A3, �'CHECKED BY �r r r i 4 Y ... � f 1 -1 d 0-"[Y_p 'oft I w on" h 0% o f Orm I a in ROOF PITCH FOR ENTIRE BUILDING IS 5/12, EXCEPT GABLE ENDS ARE 7/12. ALL FASCIA ARE PLUM CUT � NMI � 4 e s E w TYPICAL RQOF VENTS: 0 HAGIN CLOAKS DENTS -ONE PER 400 SQUARE FEET. OR EQUAL (AS SHOWN SHEET TITLE Bldg Type I eefi Man JOB NO.-20060 SHEE'r PROJ. NGR.—NETT, CHAP DRAWN BY—JA,tdB,SC A4.1.1 CHECKEDBY 11 5HADED WALL5 INDIGATE I HOUR RATED SEPERATION ►MALLS (SE�GG1-104.3) 1 HR INTERIOR BRO. V ALL5 (5BGG1 (901.5.I m m --- --- F— — ---I i}6B No%&,, 11" 17 1 SHEET TIXE Bldg Type I Reverse Main Floor Plan X8 N0.-20060 SHEET PROJ. NCR. -HET% CHAP DRAWN BY-JA,NB,SC IA2.1.IR CHECKED BY — 4 — „ SIM BB BB - - A5.11 A5.11 Lj------ I 10 As.2 A8.2 ' II II II II I r— 1 Unit r rr AREj i I R11 INSUL. ❑ I BOTH SIDES R 19 INSUL. IN ALL i 1 L + i ❑ ❑ i i _ CLGS. ON THIS FLOOR i i BOTH SIDES �1� ' I 11 d I I - -T7I--FTrfl - - -- unit t; a �� — — — 17 1 I I r� v ° 5 I I I I r----------- o I I O O I I II 1 — .I N, ❑ _ 11 8.2 R11 INSUL. I i 11 80 SIDES 1 1010 ('� 0 I O 1 O R11 INSUL. 00 -- — BOTH SIDES O i O I O I R11 INSUL. A8.2 ��— BOTH SIDES ONE HOUR SEPARATIONS CONTINUE UP TO THE _ Ll L� J LINDERSIgE OF THE ROOF 0 E HOUR FIRE - ONE HOUR SEPERATION i 1 ' --�� O SEPARATIONS CONTINU -- U TO THE UNDERSIDE _ CONTINUE•` 0 FIRERATED _ 0 THE ROOF. CLG IN STAIRWELL, THIS SIDE ONLY (': •1 O i' (` 1 1 i I I _'�--In Q I I L- O ( I I — — — PROVIDE LAYERS 5/8" TYPE 'X' GYP. BD. IIN --------' 1-------------- I I � O I I n', I --- • 1 ❑❑ I — — — _ I I ❑ T CEILING STAIRWELL TO GARP,Gd a ' r I I �„ ,%�\ 1 REV SIM EE i oa .. NO L-`1------------- ------------- - S� I A5.11 1 I A5.11 nit D1 a ----------- ❑ I i R11 INSUL. R11 INSUL. BOTH SIDES II II BOTH SIDES 1 II I II .r. if ❑' 1 10 1 a8.2 A8.2 ; L— — — — — — — — — — — _ _._.__--_____-___._.IT____-.� — — if ' r� r� n 1 t_ w I BB I A5.11 I� 1J---JJ REV '- -G° - 4" 131'-5" 4' SHADED WALLS INDICATE 1 HOUR RATED SEPERATION WALLS (SBCCI 704.3) & 1 HR INTERIOR BRG. WALLS (SBCCI 601.3.2 ) HI SHEET 11i1E Bldg Type I Reverse Upper Floor Flan JOB NO.-20050 SHEET PROJ. MGR.—NETT, CHAP DRAM BY—JA,MB,SC A221 CHECKED BY lwft go-- v 101 t5ma Type I Fr&%nt Elevat" 5GALE: 3116" = V-O' BLID51 3o,--1,, TOP OF ROOF 12 A A5.11 .:r r.. 12 rt. 12 rr r 20'-q 3/4" ROOF PLATE lq'-1 3/4' ROOF PLATE T1, 1 -1® _ - 2A,, A M& FLAS+IING7 �777- L AaIINO 12 r 50 FQ .-R nI �� 1`4� EEI E -1 V-1 6C 6KADE a M E --- 100 'L-j- A A51 vvij mn 1- 51m 56ALEt 511(oll = 11-011 E3LO61EL EL '-q" ROOF PLAT E AIE 12 r5 ry CD A".RQ PLATE. 4t 07r 41 TYP. 5ILL FOR 50 WINDOW EL 10-8 518" UPPER FIN. FLOOR q'-1 1/80 PLATE WT FLASHING 114 T.O.H. El F 56ORE 5 100 - --I .4 TYP. 5ILL FOR 50 WIND. GRADE u'-O" MAIN FLOOR A I Z ROOF VENTS: REGOMMEND'O'HAOIN CLOAr- VENT - PER 400 NXRREET. SEE ROOF, PLAN FOR OCATION. jY 4yr fl- = aQL-q' R-Q-Qr- PLATE 12 1—tA .3 --EL. r. lq'-q 24".RQQF PLA-LE EL-= TrP. 5ILL FOR 50 NINVOVQI�, EL. = 10-1 b 5/8' UPPER FIN FLOOR Z-- — — —— * :t-'. EL. = T-1 IIV- PLATE _ljC7T_j, EL. = 6-6" T.O.K_j�_ RIG"'HT TYP. 5ILL FOR 50 HIM).* EL. = Y-O" MAIN FLOOR 12 5 2 112 AA A511 Yf --r T- �,rl T.I + 4 T-,, I r, : 4 �j T FLA5HINr:v-\ 4:z tj NEW I■ ■ ■ ■■ ■■■ ; ■ ■ ■■■' r ■ ■ ■■ ( 1 ■■ Ilio MEN n on 1■■ 001111 on 1■0 ® 1 � 1 ® I wpm W ................. ... vW7 Bid &%e I � --- g__ -1 1'-0' r jr 12 r r. rr Y. D6 DBE 60B A -7-77 lul 5- f4TL FLA5HIN6 I I I 3" 14TL FLASHING LEFT 1 M FRONT isaft m 0 Bums e I R m Roof Pidomm'L 5GALE: Mb' = V-0" -bIIrF ROOF PITCH FOR ENTIRE BUILDING 15 5/12, EXCEPT GABLE ENDS ARE -I/12. ALL FASGIA ARE PLUM GUT TYPICAL ROOF VENTS: '0' HA61N GLOAK5 VENT5 - ONE PER 400 SQUARE FEET. OR EQUAL A5 SHOWN 12 A f l ad ni O J v lda.. O v H s "1 N ClI so SHEET TiTLE Rldg Type I Reverse RoofoPlan 1r,r. JOB ND.-20060 I SHEET PROJ. MGR.-HER, CHAP DRAWN BY-JA,MB,SC a , CHECKED BY TYP. 5PAG I NO FOR TYP. 5PAG I NO FOR T'(P, 5PAG I NG FOR GONDEN5ER5 GONDEN5ER5 GONDEN5ER5 U 1 OY U Y 2' 0" I'-GY 2' Q'Li Y 4 REARry FRONT B_1 Ty u if vu r ii i n F I r aft I a Km 5GALE: 3/16" = 1'-0" TOTAL: 6450 S.F. -------- -- ---lama SHADED HALL5 INDIGATE I HOUR RATED SEPERATION HALLS (5BGG1-104.3) 4 1 HR INTERIOR BRG. HALLS (SBGGI 601.3.2 ) roa B V) 2, SHEET TITLE Bldg Type 11 Main Floor Plea JOB PLO.-20060 SHEET PROJ. MCR.-NETT, CHAP DRAWN BY-JA,MB,SC IA2.1.2 CHECKED BY o. BldgNOOSE 2[$] 19 21 L2J 24 26 d P ° 0 r J 0 x d � w ° O 0 v ° 0 a7 Cn (b 1n f� CV t vi r-) r� � N Q L N CO O �qg co QCL tYd 1-a 4-4 v7J .� 4-4 r V INS SHEET TITLE Bldg T,y e Il Upper door Plan JOB NO.-20060 SHEET PROJ. MCR —HETT, CHAP DRAM BY-JA,MB,SC IA2.2.2 CHECKED BY wo" 'EL 30' WROOF PLATE. 12 tr -1614- Rog." jk EL. H' f EL. rr-4 5/8' T.OA r Ak TYP. SILL FOR 50 HM20H .L EL. - 10-b 50' LKW F,19 FLOOR EL. W-1 VW PLATE HT 3" FLA5HIN6 .37 AK EL. 6-eV' T.OA ao LEFT T(P. SILL FOR 50 HH12. L = E 0'-0' MAIN FLOOR, % 12 5 y-y- ±L FF1 "TL F A5HINe (12 El, 12 1:2 — 10 Ej 0 • 6C �/ � ® 6C a� REAR ±L FU (PICIA"' %if I I I o44 ClImmumir 11119 lag cl WV UVII Gi Al C 3A- 20'-cf" ROOF PLATE — Iq'-q 5/4" ROOF PLATE , —10'-8 5/&" UPPER FIN. FLOOR PLATE HT. 0'-0" MAIN FLOOR OF ROOF 3/4' X b 5T0660 FRIEZE 560RE 5MCOR 1G4 H T 9-15 M-10 Bid TRup&% 11 c; V w I I _ght '1^'&#at' V y 5( ALE- 3/16' = V-0' eLD62EL SHUT BTU Bldg Type 11 Elevations JOB = ZO. -20060 SHEET PROJ. NGR.-HETT, CHAP DRAM BY-JAMB,SC CHECKED BY A3.12 a :. 0 It i d !, e i • ROOF PITCH FOR ENTIRE BUILDING 15 5/12, EXCEPT GABLE ENDS ARE 7/12. ALL FASCIA ARE PLUM GUT TYPICAL ROOF VENTS: 'O' HAGIN CLOAKS VENTS - ONE PER 400 SQUARE FEET, OR EQUAL 22! O .p C v t O c 0 1 U v v F- X Ld J, a W`` 4- - 4- J O 0 U L CJ 6 N C O 1 SHEET TITLE Building Type 11 Roof Plan JOB NO.-20060 SHEET PROD. MCR.-NETT, CHAP DRAWN BY-JA,MB,SC p ACHECKED BY IA4.1.2 N m Alft I ffft A01k AfIk Me Aft W% B I d," Tmw t R M '2 Uvr Pittl I SGALE: 5/16" = 1'-0" TOTAL: 6450 5.F. ---lama 0 P"—i 0 (D 'y C O 0 o,n �r I1 4J r� N a �I 2 O V O 'c J `D O O+ B r---I 1 C2 H D SHEET TITLE Bldg Type li Reve Main door Plan JOB NO.-20060 SHEET PROJ. MGR.-NETT, CHAP DRAWN BY-JA,MB,SC IA2,1.2 CHECKED BY t r r s F K P- t t �r + t� 1. i High am dg yp--C; REAR 5HADED HALL5 INDICATE I HOUR RATED 5EPERATION HALL5 (5BGG1 '704.3) 4 1 FIR INTERIOR BRO. VIALL5 (5B6G1 601.3.2 ) M r--� J G1. Y P X,i� SHEET TITLE Bldg Type it Reverse Upper door Plan JOB NO.-20060 SHEET PROJ. MGR.-NETT, CHAP DRAWN BY--JA,M CHECKED BY B,SC IA2,2,2R Z-77777- T-6 T =MrT71 SCORE STtrXo LE FT 000[ I!Ljl L= [Lil"I f oo[ L--j 12 3 -T� 'T, I 5 - Tr 0 5 Li ZC Li 12 r: Fb6 Flk ED I I L] LIJ Ln R E AAR r 0 � � oo CJ 0 ElElLi.— DEILD ip A m B I um T e 11 R Lu'a'noth hlevatlo4ot'll F SCALE: 3/16' V 5 12 fi L\ r r LJ —111 L 3" MTL FLA 1030 ME �y RIGHT [] [] 0 li Ll m 5 �r� l p Me MOW ,Z�s m. m D7 T '. , " 12 —1 Y- e TL tII I p0 5EE 51UG60 TRIM DETAILS ON SHEET A0.1 EE11 UJ u r+H I .3 0 0 12 15 3" FLA5HIW5 U�2t W t-LAt>HINC-7 Wt ALL EXTERIOR OPENINGS I-lv"t L; Vvd Kill -0 IN.D6211 5GALE, 3/16' I' 30'-cl' TOP OF ROOF NMI 20'-q' ROOF PLATE Ici'-q 3/4" ROOF PLATE 51b" UPPER FIN. FLOOR q'-wv' PLATE HT. 0'-0" MAIN FLOOR ROOF VENTS, RECOMMEND '0' HAC-71N GLAr, VENT$ — ONE PERO400 50VARE FEET SEE ROOF PLAN FOR LOCATION. boa, Ulm an ffillm a ff '04h rift not EL. = 30'-1 - 'ROOF plATE � EL. - lq'-q 3/4' ROOF PLArE A EL_- IT-4 5/6* TALI, rL 'f ) j rrP. 5ILL FOR 50 NINCY,14* EL. z 10-8 5/6' UPPER FIR FLOOR - =71- EL. = q'-1 W RATE HT rJa EL. = 6'-5' T2�. 0� R I G sr'll T a L __I — —TYP. 5ILL FOR 50 HIND EL. = 0'-0' HAIN FLCIOR --pt_ 3-6 5 12 12 .. . ....... I it lo- kc.r. + Y.. f t M ,MTL FLA5 r T 0%k F*ft IL A Blda,m type 11 RiA^mht K uvd ul I 5CALE: 3W = V-0' OLD62EL EL = 30A' RjXF FLATE ✓ 12 r r EL. I(T-q 3/4' ROOF PLATE� TrP. 5ILL FOR 50 Irg 4 - EL. = 10-6 5MO ZIPPER FIN. FL EL. = IT-1 1/6' MATE HT � �o 0� LEFT TYP. 9ILL FOR 50 H!P4 EL. - 0'-0* MAIN FLOOR M& Aft Ill m L: WIN &A N ld Llo rr _�..�_ cq N' I VB• 1wr7I& Ft- I I I 5:12 Zr �.a I UI�W( FOR GVT FIREPLACE 4 I 5 e a wu%2a SADULE I m ( pit lldl Un )g it - TL - ----- — kD _T C --- ---- -"- f - til i�\� I �� ' Dla t N'-1 Va' BR6. I f � Fill I .a �EEI -- U F rl — \ - UP T UN ID _ �— OF TH � R N — Iq'—q' ERG. I5:12 -- � 1 t� ««R«««R«� 1/1/! IQIl1II !I! l II 1 Il I1! llff' l/I L!1 lull! IPA III /I!! / II1 ! O I 010 \ — I10 0 I -I -— j r- j - I - 9' I Va' BRG. f I— J L -I V 0� \ V U i t Ala F l- J - - 5:12 - � --------------- ---- ^a r it Blalg i I II I °AEG E I / �r 5+12 — — ... I--- J — U a 44, ( y II II I9'-q' ERG. Iq'-q' BR6. IN'-q' BR6. -- 5:12 512a CRl Y N'-q' BRb. Q 9' I Va' BR6 r� q'II Iv ERG. I I 2 0 20'-q' BRb. 20' 9' BRb. ROOF PITCH FOR ENTIRE BUILDING 15 5/12, EXCEPT GABLE ENDS ARE 1/12. ALL FASCIA ARE PLUM GUT Lila yy 11 K Kuunb,-fs • • TYPIGAL ROOF VENTS: 'O' HA61N GLOAK5 VENTS — ONE PER 400 SQUARE FEET. OR EQUAL A5 SHOWN € I x � N05. 9 ,le . 22i,, z C) Ci 0 c z 0 Is v 0 o U x 9 � U e Cos E 0 g� a SHEET TITLE Building Type 11 Reverse Roof Flan JOB NO.-20060 SHEET PROJ. NGR.—HETT, CHAP DRANK BY—JA,MB,SC AIN CHECKED BY � tA REAR °t=r� 4, , ik , ki a ' r ' I o% K'm E MIft B 14g_Ty air] d[I 5GALE: 3/16" = 1'-0" TOTAL: -72271 5.F.---3amo H 5HADED ALL5 INDIGATE I HOUR RATED 5EPERATION HALL5 (5BG61-104.3) $ 1 FIR INTERIOR BRO. HALLS (5BGG1 601.3.2 ) )� i ' ��.i ��, ♦,A� Li PT�¢�.. '�! nee.. o a a m c a m - *s. a U P fn C1 G O N N 0 � SHEET TITLE Bldg Type III Fein Floor Plan JOB NO.-20060 SHEET PROJ. MCR.-HETT, CHAP DRAWN BY-JA,MB,SC CHECKED BY A n IVv.m- 1-3 e III-m-Uppen k M1'Flom-or of V'ian-ft r • • rr r • • 5HADEO HALLS INDIGATE I HOUR RATED 5EPERATION HALLS (5BGG1-704.3) 4 I HR INTERIOR BRO. HALL5 (SBGGI (901.3.2 ) Ll� Q O v� V L U 0 O 7 n S 4 i( a' V) m Lo cq i N M f+ U � O C . L � � O fn a N U C ct 00 Q 4-4 iYJ CAI 16-4 4-4 o C) SHEET TITLE Bldg Tv e Ill Upper door Plea JOB NO.-20060 SHEET PROJ. MGR.—HETT, CHAP DRAWN BY—JA,MB,SC [Az.2.3 CHECKED BY e- MEN 9 m %5H I N6 12 15 T 7 �T TIT LIP i9 i Iro-Um III! son IMINK ■1111ii 0 ME 1i MAR 111 i ►R� 1 will L 'Idwa je ol&% Iftt o a ILI U5E TFLA!5HINO OVER TaiII Fr Ii Em I el vs Ca t i r al ALL Ex-rERIOR OFENINC-6 5( CALE: 3116" = 11-011 BLPG�3EL Ef. m 30'-q' TOP OF ROOF 4% Aft fift Lett Elevation 15LD63EL 12 J,;' ROOF ELATE EL. = rl'-4 5/&' T.OA _TYP,2L� FOR 5OHfVQH r7l EL. = 10-b 5/5' VIPER FIN. FLOOR EL. = W-1 1W PLATE HT EL. = 0-6* TDA. FRONT TYP..5ILL FOR 50 HIND. EL. = 01-0' MN FLOOR- I�Dy. gnu 5CALE- 3116" = 1'-0" .1.1 1,- ... , r 4- - 7 12 12 5 ef- T T` ---,< �r�t r 7 r T_ TT r1_ 7�t rt 7 r r rr ILL I FM ETO (D I I I I F _MTL _F _A5F k 12 j 12 rMTL LA5F11Nj__ 10 5' HTL FLA5HI 12 12 3 I I h n q k An � I ftr RElev*fttipm ed& d E3LUC73EL 56ALE: 3/16" = 1'-0" 90% K'I^vab�, I o t Fm I 13LP(56EL Tr �P-Qu0c M.' 112� "%% ?-4-00 22391 U_= IN'-j.3L4" RQQEFLATL_�_ FA IV-4 5/6" TAK TP. 5ILL FOR 50 HWON EL. = 10- 5/gs' WFER FIN. FLOOR -+ W-1 I/W PLAT W EL. = b-&* T.O.W. /j, RIGHT TYP- 5ILL FOR 50 "M EL. = 0'-0' MAIN FLOOR 111 --EL = TOP QL R09f # EL._ Icl'-JL4' — , = - 5— DA--4- _TYP. 54LL FOR 50 HUB XW EL. = 10-b 5/a" UPPER FIN. FLOOR EL. W-1 Ilb- PLATE HT FLASHING EL. = (oll-b"T.OA. LJ �0 ' LEFT TYP. 5ILL FOR 50 HIND. R. = 0'-O'PIAIN FLOOR* `4 S.A d,dkm NoS. v C0 c 0 q) fa 0 iJ s #.J'Fla fir V a_, T .... _yp 0 It OOF PITCH FOR ENTIRE BUILDING 15 5/12, EXCEPT GABLE END5 ARE 1/12. ALL FA5GIA ARE PLUM GUT A x TYPICAL R ROOF VENT5: 'O' HA61N GLOAK5 VENT5 - ONE PER 400 5GUARE FEET. OR EQUAL A5 SHOWN fIN r ? V) V+�' Q u X U "c O J s u. w �U Q O [T O U v n SHEET TITLE Bldg Type III Reef Plan JOB NO.-20060 SHEET PROD. MCR.—NETT, CHAP DRAWN BY—JA,MB,SC �� r � a CHECKED BY M-- 0 d , i • �a❑ao ji 'I DTI 1 a —3 1jp'1��1�,,,,�� PP 0 1 �pJJ// O ,—AN 1�. PLATE GORE BYPA55 • DOUBLE BIFOLD 51NGLE OR HALF BIFOLD MTL BIFOLD BIFOLD HOLLOW GORE 16' X 1' OVERHEAD GARAGE DOOR W/ LITE5 H' X -1' OVERHEAD GARAGE DOOR WitLITE5SLIDING DOOR W/ FRENCH DOOR SOLID GORE FLUSH - PAINTED b PANE - PAINTED 3 PANEL - PAINTED BIFOLD PAINTED 6 PANEL -PAINTED FLUSH - PAINTED INSULATED TEMPERED GLASS 15 LITE - PAINTED 6 PANEL - PAINTED 0 0 @ INTERIOR DOOR TYPES GARAGE. DOOR TYPESEXTERIOR DOOR TYPES w[NEI [Wad LEN loin In 5HEATHIN5 TYP. DOOR PER SGIEpIR E VAPOR BARRIER BATT INSULATION 5 �t W`nubw ^chedule GYP. BOARD GYP. BOARD INTERIOR STUCCO FINISH GAULKI (2) 2x HEADER SIDE GYP. BOARD BATT INSULATION 'J' CHANNEL I/2" PLYWOOD SPACER STUCCO TRIM (2) 2x HEADER OVER 3/4" BEAD FINGER JOINTED (HGTVARIES) WOOD CASING , k , �-- I/2' PLYWOOD SPACER FRAME FOR PER SCHEDULE NON LOAD LOAD CONDITION CONDITION 4 INT. DOOR HEAD 56AL6 1 1/2" = 1'-0' r fP FVI)Apr) DOOR 1 BOTTOM VR I Yv-,LL «L, TURN B1FOL DOOR JAMB 56ALE: 1 1/2" DOOR JAMB BEYOND TYPICAL DOOR AS 50HERLED 1/2" MAX HOT. HANDICAP INTERIOR THRESHOLD SET IN MASTIC, TYP SIDE SILL PROTECTION CY kC�e ue' v� Font •; .- : ,.. • . -"" . GONGRETE PORCH STOOP TO SLOPE 8'/I'-0" AWAY FROM BLDG, TYP ' • ; \\%/��\ \\ /,\/�\i• 4' GONG. SLAB 1/2' EXPAN51ON JT 0 MAIN FLOOR ENTRIES 10 XT. DOORSILL SLAB - SCALE: IN = 1'-0' BATT INSULATION INTERIOR PREFAB DOORFRAME W/WEATHER 5HEATHING STRIPPING SEALANT VAPOR BARRIER 5TUCG0 FIN15H 'J' CHANNEL STUCCO TRIM (WIDTH VARIES) 3/4' CASING BE AT CORNERS, 3 EXT. DOOR JAMB All SCALE: I In' = 1'-0' GYP. BOARD (2) 2x HEADER 1/2' PLYWOOD SPACER DRYWALL RETURN PIN AT TOP d BOTTOM TYP. BIFOLD DOOR NON LOAD LOAD CONDITION GONDITION BI OLD DOOR H A A7.I SCALE: 1 1/2' = 1'-0' SEALANT 'Z' FLASHING PREFAB W7 DOORFRAME W/ WEATHER 5TRIPPING - FINGER JOINTED WOOD CASING INTERIOR 51DE TYP. DOOR PER SCHEDULE ("�EXT. DOOR HEAD A7.1 SCALE: 1 1/2' = 1'-0' 6YP. BOARD FINGER JOINTED WOOD CASING TYP. DOOR PER 5GHEDULE WOOD FRAME (2) 2x45 INT. DOOR JAMS A�I.I SCALE: 1 1/2' = 1'-0' Ix MUP5ILL ® DOOR, ADJUST FOR SILL HGT 3/4" MAX HGT HANDICAP SEE STRUCTURAL PRAHINC25 THRESHOLD SET IN MASTIC FOR LUMBER SIZES AND NG UNDER ATTACHMENT DETAILS NRE5NA0 DI DOWN BEHIND STOOP 4 SET IN MASTIC N SLOPE I/8" :I' 12" WIDE Y' FLASHING WRAP EACH SIDE 4" LLujRIM J015T I I/2" G. 1 1/2" MIN. LT. WT. GONG. BOLTS PER STRUCTURAL P.T. OVER 60 MIL ELA5TOMERIG DRAWIN 2x JOIST WATERPROOF MEMBRANE (PROVIDE VERT BLOCKING BTW SEE 5TRUGT. WRAPPED 6" UP WALL S WITH 26 GUA6E COUNTER TRUSSES WHEN TRI RUN IN FLASHING OVER 3/4' LL OPPOSITE DIRECTION)MARINE GRADE P.T. PLTWP, SOLID 2x8 VERT B OCKING TO BE IN5TALLED IT TIME OF GALVANIZED J015T HANGER FLOOR TRU55 INSTALLATION AT EACH BOLT LOGATION. 5/5' 6YP BD CEILING (5�e 5 RUGTDURAL}BOARD 9EXT. DOOR SILL BALCONY SCALE: 1 ° = 1'-0" 51DE GYP. BOARD TYP. ALUM. WINDOW -----� EXTERIOR WALL CONSTRUCTION (2) 2x45 REFER TO WALL SECTION STUCCO FIN1511 VAPOR BARRIER SEALANT H/ BACKER ROD, TYP SHEATHING ^ _ FLASHING UP UNDER SILL, TYP ' TYP. SILL PER 5PEG5. a GAULKI N6 — "S CHANNEL CASING BEAD ON VAPOR BARRIER --�� GYP BD RETURN, TYP STUCCO FINISH TYP.FLA5HING OVER FLANGE -.�� SEALANT w/ EDGE BEAD, TYP TYPICAL EXTERIOR GAS Kl"" STUCCO TRIM WALL CONSTRUCTION (WIDTH VARIES) --'J' GHANNEL SEALANT, TYP SILL W/ APRON PER SPECS. I x CONTINUOUS WOOD NAILER, TYP INTERIOR ri3 GYP. WINDOW JAMB- 12 TYP. WINDOW SILL ATI 50ALE: 11/2" - I'-0" " f rt.I SCALE: 1 i/2 = 1'-0' SHEATHING — VAPOR BARRIER STUCCO FIN15H —� CAULKIIN FLASHING ---� \ 'J' CHANNEL SEALANT (H/GT VAR E51 )TRIM 'Z' FLASHING 0 MARK SIZE COLOR GLAZING 3030 CLEAR 2 3040 CLEAR 3 2050 CLEAR CLEAR CLEAR CLEAR CLEAR 40505H 4 3050 5 4050 6 (2) 3050 7 2040 TYPE FIXED GLASS 5114GLE HUNG 51116LE HUNG 51NGLE HUNG SINGLE HUNG SINGLE HUNG (MULLED) 51N6LE HUNG MATERIAL REMARKS ALUMINUM -WHITE MUNTIN5 ON FULL WINDOW ALUMINUM -WHITE MUNTIN5 ON TOP HALF OF WINDOW ALUMINUM -WHITE MUNTIN5 ON TOP HALF OF WINDOW ALUMINUM -WHITE MUNTIN5 ON TOP HALF OF WINDOW ALUMINUM -WHITE MUNTINS ON TOP HALF OF WINDOW ALUMINUM -WHITE MUNTIN5 ON TOP HALF OF WINDOW ALUMINUM -WHITE MUNTIN5 ON TOP HALF OF WINDOW MARK WIDTH HEIGHT THICKNE551 DESCRIPTION LOCK REMARKS DI 3b1' '50.1 1.15" METAL - I HOUR RATED B - INSULATED - 6 PANEL W/(2) LT'5 GL EXTERIOR ENTRY Dla 36" &0" 1.15" METAL - I HOUR RATED B - INSULATED - b PANEL GL GARAGE ENTRY D2 3b" 50" 1:15" METAL - I HOUR RATED B - INEA- LATED - 15 LITE EXTERIOR ENTRY AT PATIO AND BALCONY 13 qb' 80, 1.15" METAL 5LIDING INSULATED AND TEMPERED GLA55 EXTERIOR ENTRY AT PATIO AND BALCONY D4 q'-O" 11'-0" METAL OVERHEAD GARAGE Ib PANEL W/ LITE5 (PER ELEV) NOT INSULATED 4" 4° D5 I6'-O" 1'-0" METAL OVERHEAD GARAGE 32 PANEL W/ LITE5 (PER ELEVJ NOT INSULATED D6 3411 80" 1.35, MA50NITE b PANEL W/ RA15ED GRAIN FLA5IIIN6 SEQUENCING 30" 80" 1.38" MA50NITE b PANEL W/ RA15ED GRAIN I. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 2. SET WINDOW UNIT 3. APPLY 2ND BOTTOM PIECE OF 5ELF-ADHE5IVE TYPE FLASHING OVER NAILING FIN AND BUILDING PAPER. 4. APPLY 51DE STRIPS OF 5ELF-ADHE5IVE TYPE FLASHING. 5. APPLY TOP PIECE OF 5ELF-ADHE5IVE TYPE FLASHING. NOTE: 5ELF-ADHE5IVE TYPE FLASHING 15 A GENERIC TERM. SEE 5PEGIFIGATION5 FOR MATERIAL TO BE USED. TYP. WINDOW FLASHING DETAIL Al f SCALE: 3/4' = 1'-0' BATT INSULATION •GYP.BOARD (2) 2x HEADER 1/2' PLYWOOD 5PA( ER SIDE (� ��t' . III • I • D-j 3b" 80" 1.38' MA50NITE b PANEL W/ RAISED GRAIN 3411 80" 135' MA50NITE 6 PANEL W/ RAISED GRAIN 32" 80" 1.38' MA50NITE b PANEL W/ RAISED GRAIN 24' 80° 1.38' MA50NITE b PANEL W/ RA15ED GRAIN 1811 80, 1.38" MA50NITE b PANEL W/ RAISED GRAIN D8 24' 80" 1.38' METAL LOUVRED BIFOLD W/ VTHITE PRE FINISH AIR HANDLER/WATER HEATER OL05ET Dcj I6" 80" 1.38" I-A50NITE 6 PANEL W/ RAISED GRAIN SINGLE LEAF W/ BIFOLD HARDWARE DIO 60' 8011 1.38' MA50NITE 6 PANEL W/ RAI5ED GRAIN 48' 50" 1.38' MASONITE b PANEL W/ RAISED GRAIN DI I 48" 80" 1.38° MASONITE b PANEL W/ RAISED GRAIN N/5 36" 80" 1.38' MA50NITE b PANEL W/ RA15ED GRAIN POCKET DOOR 34" 50" 1.38' MA50NITE b PANEL W/ RAISED GRAIN POCKET DOOR 32" 80" 1.38 MA50NITE b PANEL W/ RA15ED GRAIN CL- CLOSURE I LATCH ON FIRST FLR. UNITS mum e% KA"hOM qg& Qchedul ROOM NAME FLOORING BASE WALLS CEILING REMARKS Ln ci t- "d z — z CL 4 c Zi Q) Z QLL <C tip 1 9 Q o zpp ti Q. ►- �O as u ® Lu Q �A dp o <pC � p O tD t0 [B [O SCALE: 1 1/2' = 1'-0' VESTIBULE EXTERIOR WALL CONSTRUCTION REFER TO WALL 5EGTION--- 5TUGCO FINISH 5HEATHING VAPOR BARRIER V CHANNEL 5TUCG0 TRIM( 16HITS STYLE VARIES) TYPFLA5HIN6 OVER FLANGE--- 'Z' FLASHING CAULKING SEALANT w/ E06E BEAD, GA51NG BEAD ON GYP BD RETURN, TYP ' • AMEN R ► M ►R ■ Emme 1rpm ;aw1 •■ N .=. . w1 .■ kVA I.1I jt .■■� 1 ■� ■.. mom Mj FIN BONN it�.�■ .� ■ .■■ME i■ INTERIOR SIDE IN BLDG TYPES V, VI, S VII I. ALL INTERIOR WOOD BASE TO BE EA5T GOA5T MILLWORK # EG 623 (3 1/4" COLONIAL BASE) OR EQUAL 2. ALL INTERIOR WOOD GROWN MOULDING TO BE EAST COAST MILLI-IORK # EG 4q (3 I/8" GROWN) OR EQUAL. REFER TO FLOOR PLANS FOR LOCATIONS. ��% (�� , f �J r_'T��] TYP" WINDOW I! ®0 HEAD D 3. ALL INTERIOR DOOR GA5ING AND WINDOW STOOL TO BE EAST COAST MILLWORK # EC 3b6 (2 1/4" COLONIAL GA51NG) OR EQUAL. Y V Y �j 4. bxb CERAMIC TILE TUB SURROUND USED ON 3 SIDES OF ALL TUBS d SHOWER BA5E5. 5. SHOE MOULDING USED AT BASE IN VESTIBULE ONLY. SCALE' 1 1/2" = I'-0" 6. q' CEILING HEIGHTS IN ALL UNIT5 WITH 50ME DROPS TO 7'-10" IN MAIN FLOOR UNITS. 1. GUT CARPET TIGHTLYAROUND BLOCK PROVIDED AT EACH BIFOLD DOOR IN A CARPETED ROOM. N , r _ _ - . 1 ..... � t. 1. i •1 S y , 1?', s - t L �+ e 3 t a TYP. UNIT/UNIT--TRU55 I HR. 515PARATION A 5EMBLY FHR RATED GLG ASSEMBLY UL# U338 51MILAR ONE LAYER 5/8" TYPE 'x' GYP BD ON 2X4 WOOD TRU55. INSTALL EACH LAYER OF 5/8" TYPE VON EACH SIDE FLUSH TO ROOF DECK 4 FIRE5TOP DRIGON (MFG BY "HICKSON" CORP.) FIRE RETARDANT PLYWOOD ROOF 5HEATHING H/ "H" GLIP5-MIN. 4'-0" EACH 51PE OF UNIT SEPARATION HALL PER 5BGG1 104.4.1 (2) 5/8" TYPE 'X' GYP BOARD ON BOTH 51DE5 OF A 51NGLE TRUSS PRAFT5TOPPI NC TYP. FOR FLR 4 GLC TRU55E5 FLOOR/GEILING ASSEMBLIES ABOVE AND IN LINE WITH TENANT SEPARATION, WHEN TENANT 5EPARATION WALL5 DO NOT EXTEND TO THE FLOOR 5HEATHING ABOVE. (SBGGI 2305.2.2 (A 2x6 BLOCKING TIGHT TO BOTH SIDES OF ROOF TRUSS BLOWN INSUL OVER AT BTM OF EL. = la'-q 3/4" ROOF PLATE (2) LAYERS OF 5/5" N IT 6HT,TO TOP OF TD. Rf�U55 4 2x10 FIRE5TOP. ATTACHED TO ONE TRU55, -2x4 + 2x10 GAP PL CONT. (TYP.) 'I Y. UNIT/UNIT IALLMALL 5EPARATION A55EMBLY F HR RATED FLR/GLG ASSEMBLY UL# U341 ONE LAYER 5/85" TYPE 'x' GYP BD ON 2X4 WOOD STUDS SPACED PER STRUCTURAL DWC5, BUT NOT TO EXCEED 24" O.G. MAX. r3 $ FIRE5TOPPED AT TOP $ BTM OF HALLS 4 2" AIR SPACE. 3 1/2" BATT IN5UL ON 80TH 51DE5 OF 2" AIR SPADE. Ab.1 2" AIRSPACE, TYP -TYP. UNIT/UNIT FLOOR/GI-67 5EPARATION A55EMBLY IHR RATED FLR/GLG A55EMBLY UL# L550 3/4" GYPGRETE FLOOR TOPPING ON 23/32" Td G SUBFLOOR 5HEATHING GLUED AND NAILED TO IS" DEEP PARALLEL CHORD MFR FLOOR TRU55E5 - SEE STRUCTURAL PLANS. 3 1/2" BATT IN5UL HORIZ 4 BETHEEN FLOOR TRUSSES AND AT EXT HALLS. 3/&" RE51LIENT GHANNEL5 AT 12" O.G. 4 ONE LAYER 5/6" TYPE 'x' GYP BD GEILING. OPTIONAL: 30' R.G. e 16" O.C. STAPLE INSULATION PER UL REGiUIREMENT5. EL. = 10' 8 5/&" UPPER FLOOR '� EL. = W-1 1/5" UPPER FLOOR PLATE CUT GYP BD 1/2" SHORT OF FRAMING AND APPLY 1/2" BEAD OF FIRE RETARDANT ACOUSTICAL CAULK UNDER 5/8," GYP BD TYP 2 LAYERS 5/8" TYPE 'x' GYP BD FIRE5TOP @ ALL FLOORS $ GLG. USE (2) LADDER TRU55E5 ON TOP OF q' 5TUD HALL5 2x4 + 2x10 GAP fE GONT. (TYP) GUT GYP BD 1/2" SHORT OF FRAMIMG w/ 1/2" BEAD OF FIRE RETARDANT ACOUSTICAL CAULK UNDER GYP BD TYP 8 USE SILL SEALER UNDER 2X4 P.T. PLATES P GONGRETE SLAB FLOOR GON5TRUGT ION 4" CONCRETE SLAB ON 10 MIL VAPOR BARRIER OVER 4 GRANULAR, TERMITE TREATED FILL EL. = 0'-0" MAIN FLOOR ----SEE FOUNDATION PLAN AND SEGTION5 i 11 i I ii i IF lji� g W*l% gall altd2-a8-I ►ff►IMATCH AA —AA LINE TYP 1-HR A -RE SEPARATION ASSEMBLO! SCALE: 112" = 1'-0" AT FRONT TO BACK altd2-a8-I CONDITION SCALE: 112" = 1'-0" walised SectionsWall JOB PIO.-2WGU �� PROD. NCR. —NETT, CHAP DRAWN BY—JA,NB,SC a CHECKED BY � t g 4 - S . Pik 4 ri' 3.. J .. 2 X 6 • FIRESTOP .± r�. FIRESTOP HR. RATED MAC -NA HALL SYSTEM LAYER X/S" TYPE :. �E r 10 TYPICAL EXTERIOR �5.2SCALE: 11/2 i'-o' d- I LATER 5/8' TYPE 'X' 2x6 FIRE5T0P r 2' AIR SPACE— (2) 2 SAL U341 I HR. RATED PARTY HALL - U341 �TED HALL 9 'STI" 5PE05EAL SERIE5 100 SEALANT 3/&" BEAD H/ 1/4" GFZOVN 4" MAXIMUM 'DIA. PLASTIC PIPE----"' "5T1" 5PEG5EAL RED WRAP STRIP RE5TRIGTIN6 COLLAR AND STEEL HOSE CLAMP STEEL HOLLOH HALL ANCHORS, 1 1/2"x3/Ib" MIN H/ 1 1/4' FENDER HASHERS 1 HOUR RATING - UL FC2044 ` UNIT FLR/ CLG PENETRATION A8.2 SCALE: 3/4 " = I' -a" UL # F-G-2141 MAY BE USED IN SEPARATION HALL LOCATIONS "STI" 5PE65EAL IF APPROVED BY CITY OF 5ANFO SERIES 100 SEALANT EUILDING DEPARTMENT 1/4' BEAD VV 1/2' DEPTH --- ,_ n 2' MAXIMUI~ PLASTIC PII "51" 5PEG5EAL RED HRAP STRIP "5TI" SPECSEAL SERIES 100 SEALANT 1/4' BEAD, TYP 1 HOUR RATING - UL FC2033 UNIT PLR/ CLO PENETRATION UT A8.2 /SCALE: 3/4 " = 1'-0" 5'-O" `MANTLE / IxIO FRONT SCREEN ZOPEN TO STAIRWELL7 SEE 5PEGIGATI0N5 FOR CONSTRUCTION DETAILS OF FIREPLACE MANTLE 8 5URR0ND r42" H WALL W/ RAIL 2 1/4" CA51NG SECTION 9 FIREPLACE DETAILS A8.2 SCALE: 1/2' = I'-0" RECESSED METER, STEEL GRAY BOX OR OTHER RECESSED FIXTURE OWR 100 SQUARE INCHES STUD SPACE C -----------J FOR NAWNG/ANDSDRAFTANG STIIOPPING ` FIRE -RATED GYPSUM BOARD AS L INDICATED ON PLANS AND DETAILS -'WRAP AROUND PEPW TER STUDS A8,2 / SCALE: NT5 II II III ip DWELLING UNIT UPPER FLOOR TOP OF SUBFLOOR GARAGE J 11 GARAGE d a dv J , 4 TYP. NON RATED WALL TO RATED WALL SCALE: 1 1/2 ' = 1'-O' -TYPICAL FLOOR A55EM13LY J�� 5EE SHEET Ab.l FOR FLOOR G0N5T — MAIN FLOOR PLATE LINE TYPICAL L55O - R-Iq INSUL FLOOR GONST. —5/S' TYPE 'x' GYP. BD. OVER DBL TOP PLATE RESILIENT CHANNEL FOR FIRE5T0PPIN6 -- - I -LAYER EA. SIDE 5/8" TYPE 'x' GYPSUM BOARD UL U3O5 MOUNT DOOR JAMB -SLOPE AWAY 5LAB IN OVER (1) LAYER 5/8" GARAGE AWAY FROM STUD HALLS TYPE 'X`AT FIRST MAIN FLOOR TOP OF 5LAB — FLOOR L0GATI0N5 ONLY TOP OF FOUNDATION ' DASHED LINES INDICATE - 6ARA6E 5LAB L0GATI0N5 AT DOOR 0PENIN65 GARAGE SEPARATION ASSEMBLY A8.2 %AL.E: 1 1/2 ' = 1'-0' -SEEr*'� 5/8" TYPE 'X' AD.3 GYP. BD. CONTINUE 5/S" TYPE 'X' '�. TO UNDER 51PE OF UPPER FLOOR UNIT 5TAIRWA'( 51DE TOP RAIL TOP OF UPPER FLOUR HOLD STRINGER 4 TREADS IV TO 1/4" A^IAY FROM WALL STRUCTURE AIR SPACE W RISERS GUT FROM Ixbq UL # L550 ONE HOUR _ AND NAILED TO TREADS UNIT/UNIT FL00R/GEILIN6 RATED ASSEMBLY Ix- HOOD GAP \ `l 2x12 TREADS W I' NO51 N6 ><MAIN FLOOR TOP PLATE CONTINUE 5/&" TYPE TO UNDER 51DE OF FLOOR DECK Ixl2 FIN15H SKIRT UL # U311 ONE WXR \ �'— 2x_ R0U6H HORSE UNIT/STAIR RATED 3 1/2 BATT INSUL A55EMBLY 2" AIR SPACE 2 LAYERS 5/W TYPE Y FIREGODE MAIN FLOOR UNIT GYP BD ON 2X4 FRAME PARALLEL TO UNDERSIDE OF 5TRIN6ER5 RESILIENT CHANNELS UNIT TO STAIRWAY SEPARATION ASSEMBLY Aa.2 / SCALE: 1 1/2' = 1'-0' BM. @ PKT. DOOR LOCATION WRAP BOT. OF BM. I^U (2) LAYERS 5/8" TYPE 'x' TYPICAL L55O FLOOR SYSTEM (1) LAYER 5/8" TYPE 'X' GYP. BD. EACH 51PE d BOTTOM OF OPENING HEADER. ollow 10- w a HE -- -- INSTALL SEPARATION HALL ASSEMBLY BEHIND BATHTUBS AND SURROUNDS AT ALL UNIT SEPARATION HALLS BATHTUB d SURROUND SEE PLANS CONTINUE 6YPGRETE UNDER TUBS AND 5H0HER5 TO UNIT SEPARATION HALLS NOTE: PLUMBER TO SET TUB AFTER PLACEMENT OF PLYVIOOD d 5OUNPUT 2x BLOCKING ® ED6E OF TUB PERIMETER I LAYER 5/V' TYPE 'X' FROM GL6. TO FLOOR FILL VOID UNDER TUB w/ INSUL. FOR FLR CON5T SEE 5HT A&I o An -BUTT SHUTTERS AGAINST 510E OF 5T0000 TRI 1 1/2" 1 1/2' TY TY 11/24 TY 3/4v LITE5 IN GARAGE 411, 4' DOORS AT GARAGES -A' LOCATED IN 13LE?C j.. ONLY. Pal -r %MER5 AGAINST 51DE 1 1/2 TYP OF 5RIC60 TRIM 1 1/2' BM 5H)TTER5 Typ. 9' x 7'Garaqe Door Trim BUTT SHUTTERS AGAINST 510E 1 1/2' TY Pff 1 1/2" TYpff + 1112' AGAINST 51DE OF STUCCO TRIM 1 1/24 TYP + 3/41 JL 14 3/4' 1 1/2' 143/4-1 OA Typ. 3040 Window Trim BUTT SHUTTERS AGAINST 510E 1112' OF 5 yp. - -0- 0 Window Trim - BUTT 51VTTER5 AC7AIN5T 51DE 1/2" TYP + 1 1/2' 1 112" TY OF 5T000O TRIM .+3/4' U f��1 �I�I� I i_� IIf L--J" Typ. (2)_ 3050 (Mulled) WindowTrim 9 11/2" 143/49 CB '--ANTIOUE BRA% KICK PLATE (51ZE TO BE DETERMINED BY 51ZE OF POOR) Typ, Ext.-Doo-r-trim . BUTT SFNJTTERS AGAINST SIDE OF STUCCO TRIM 1 112' TYP 1 112" VIA ff + 1 112' Typ. 3030 Fixed Window Trim NOT U5ED 11/2' I TV4 4j , 4' STUCCO IM REO. IM � E53 IF NOT EM�\UA AIN5T UC , TRI ki�i BLUG TRI BAt 112" TYP + 1 1/2' wo lul"IdOw awnd DUA1,60krim 'jtNU'0c(;0 11101M DetaAft"Ib 56ALE: 112' = 1'-0" ---- c1d.1 J1MIUM 1 10 0, 1 in ` ►1 ► �� 1 it RAIL-DET RAILING ftm'.,-SUPPORT DETAIL 1 , GOLUMN BEYOND RAILING ALUM RAIL INTERMEDIATE PD5T5 A5 REQ'D BY MANUFACTURER OPEN FOR WATER F�OK , -- FO DEGK 6 AD.2 IN5TALL BA5E PRIOR TO GONG. OVER HATERPROOF MEMBRANE SEAL ALL PENETRATIONS PER MEMBRANE MANUFACTURERS RECUIREMENTS. POUR GONG. AND GHAULK AT GONG. RAIL BASE BY MANUFACTURER 2x 13LOGKIN6 liar utrwinrf��rwnarruu�uulur�uuwuuau M 9 1011 `l 1101•01-1100 3/4" 5TV - 3/4" K 1/16" PL 42" HIGH ALUMINUM RAILING AT BALGONIE5 ONLY a GEN TERED ON 2x4 HIN6 WF CONNECTION AS REQ'D BY MANUFACTURER TRIM ® BA5E OR GROVIN A FALL 5T0000 FIN �00 SHEATHING OF GONG 6" VARIE5 AT PORGH COLUMN SEC AT STACKED PORCH/BALCONY AD.2 SCALE: I 1/2 ' = I'-O" a lit' Li IIFJI�� --,I -- 11 iI IT I FRONT VIER RIOW SIDE VIEW DETAIL AT PORCH/BALCONY SCALE: 1/4 " = 1'-0" (7�� TYPICAL SOFFIT DETAIL . Ap.2 j SCALE: NT5 5HOH 5MALLER IX NOT SAME WIDTH A5 2X 6ALV. MTL. DRIP P.T. #1 IX2 HINTED 2X8 PT. SHOP RIMED KDAT 5YP P.T. _L SOFFIT i OVER VIINDOH5 0 FRIEZE BOARD R. AT �N5) Exterior Details JOB NO.-20060 SHEET PROJ. NGR.-NETT, CHAP DRAM BY-JAyNB,SC CHECKED BY AD.2 RE51LENT CHAHt �-------�� k r r r Z! 2xb W. HANOM W/ It, EI m G TOP OF RAIL; 0 3b' ABV. END OF THE 4 6 # , 1/4" DIA LA6 56R5'6 ® 24' O:G. (RECK,6ED AND PUTTIED 0 CONT. 2x4 BLOCKING FOR H CM. 2Xb BLOCKING FOR TYR 2X4 RATED WALL AT 5TAIR TYP INTERIOR WALL 4 MOUNTED HANDRAIL SEC- AP.3 56ALE: 1 1/2' = 1'-0' CULTURED MARBLE GAP Ix4 HO TRIM V2' GYP. BOARD HD BA5E A5 5PEGIf1 UPPER UNIT FIN. FLOOI -----� , k TYP 42 HIGH WALL. ATKT3BATHROOMS AD.3 5GALE: 3/4' = 1'-0' q., t ,^ SHEATHING----' al AI•,ANT GHAULK INSULATION 4, I I GI BAN INTERIOR GYP. BD. (SEE PLAN5) OVER 3/4" FOAM Y.APOR BARRI MAGNA HALL STUC:C:O 12 HORIZONTAL RAISED STUCCO BAD DTL. SCALE: 1 1/2 ° = I'-o" 0�'OR BARRIER (IONTRpL ,IOiN'f INSULATION 91NIULAT)^ INTERIOR GYP. BD. (SEE PLAN5) raTUC.G0 BAND r 5H>rATHING - ToOPNLMED� �GO .: BApING ua MAONA WALL V a 11 HORIZONTAL SCORED SAND/ C.J. DETAIL AP-3 SCALE: I I/2 ° = 1'-0' LEA FA MTL FILL H/ STD ROOF' -0" 5TD. GLO. c4 FRAME HALL BEYOND GAE ING FROM UPPER FLOOR 5Y5. R ROOF TRUSSES. SEE DTL. 3, RAME BRIDGE OF 2x4 @ I(b" C / 1/2' GYP. BOARD B.S. >' H UPPER HALL CABINETS ?) 2x45 H/ I/2" PLYVIOOD BTh ►r � 31DE5PLASH BEYOND 3"x 1 1/2" LAMINATED 3REAKFA5T BAR @ 42" AFF 'x 31b" HOOD STOP 1/2" LAMINATED COUNTER TOP H/ 4" LAMINATED BACK 5PLA5H 2xb FRAMING ® Ib" O.G. H/ 112" GYP. BOARD B.S. 24" DEEP BASE CABINETS HOOD BASE - SEE 5PEG5 RIGKET HIMNEY Xbs NAILED TO 5TUD5 / I bd ® b' O.G. RU55 TOP CHORD bE STRRAL FOR RRICANEUCTUANCHORAGE )ETAIL5 FRU55 BOTTOM CHORD 4 - I bd EACH SIDE, TYP � CHIMNYATTACHMENT DETAIL AD.3 rfr5 VAPOR BARRIER CONTROL .JOINT SHEATHING MAGNA HALL AD.3 SCALE: 1 1/2 " = 1'-0" INSULATION INTERIOR GYP. BD. (SEE PLAN5) FLOOR TRUSSES (2) 3/8" DIAM BOLT5 FROM BULKHEAD THROUGH 2Xb BLKG. 2xb BLOGKING AT TRUSSES 51b" GYP. BOARD OVER RE51LIENT GHANNEL5 2x4 FRAMING 1/2" GYP. BOARD ALL SIDES Ixb HD TRIM 1/4 RID. ROUTED ED6E IA WD TRIM WD BASE AS 5PEGIFIED UPPER UNIT FIN. FLOOR AT MAIN FLOOR: ANCHOR Po5T TO FLOOR W/ 411x4' METAL 'L" BRACKET, 9M TO CONCRETE. AT UPFER FLOOR: EXPEND LAST 2x4 BEFORE P05T THRU FLOOR AND NAIL TO BLOCKING BEWEN FLOORTRU% ,A-v.0 UNIT BELOW TYP 30" H WALL SEC 2 AT DINING W/ POSjj-- AP.3 iiiSCALE: 3/4" = 1'-0' TYP SECTION AT STAIRS AD.3 5GALE: I/2' = 1'-0' HANDRAIL TO EXTEND PAST TOP TREAD 8 RETURN TO HALL — (I) LAYER 5/8" TYPE 'x' GYP. BD. I LAYER 5/8" GYP. BOARD 2 LAYERS R—II BATT INSUL. ATTACHED TO BACK 1/2" x 12" FI PLYWOOD ALL 4 SIDES TRU55 CHORD B�OHN IN5UL I I��_/�I I,�_/mot I,�� /�I i,� /�► I,� ��I I� /� 9 22 X 36 ATTIC ACCESS AP 1 56ALE: 1 1/2 ' = 1'-0' 2 1/4" HD CASING FRAME Ix GAP W/ 1/4 RNO RCttffD ED6 Ixb GAP W/ RADIUS ED6 EGAf31 Ix4 TRIM --- 2x2 HD PICKET5 a b' O.G. Ix2 TRIM Ix TRIM Ix4 TRIM I/2" 6YP.130ARD 5V TYPE 'X' 6YP.130AW HD. BASE A5 UPPER UNIT FIN. FLOOR LINE OF FLOOR BEYO � m 8 x8 P05T PLAN EXTEND LAST 2x4 BEFORE P05T TRRU FLOOR AND NAIL TO BLOC KIN6 E65-�� ATRU5.FLOOR( 1 GL6.OF UNIT BEL SECTION TYP 42" H WALL SEC Kj—�� AT STAIRS W/ POST)__ AD.3 SCALE: 3/4' = 1'_0" m -- FIREPLACE GHI4EY / PREFAB NITL H&(-)D AT CLUBHOUSE 0 Y PREFAB MTL CHIMNEY GAP 2x4 STUDS 1 + 1 1/2" I I , I 1 + 3/4" I 3/4" I � I � 1 5T0000 BAND5 ! I 3/4' I � I I ' 1/23 PLYI 000 SHEATHING I L---- 5EG"PION 5T0000 FIN15FI ELEVATION VIEW VIEW 5 CHIMNEY CAP DETAIL AD.3 GALE: 1112 ' = 1'-0" aNGLE ,tMP5 TO I METAL TO HD TRUSS. INSULATOR EG5. BOLT ANGLE Mg 91 'S ^1 t p 5 9t u� Y , 1 . •f. 3 OPEN W4515 W4515 III I !I OPEN TO LIVING DW 51336 E321 '—O' 2'— '-5" '—O 1/2' KITCHEN & LAUN 0 W2453 W3015 V11230 V13315 ••r i rim ;m om', E312 RANGE DB12 RQFR 4 KITCHEN & LAUN az n� :. n .r • r ROOF •NE r _ • I r E30X @ 36" FF T ff mom 0 mom m HALL DINING -(Oil x Ill -oil IN GARPET An Em A 4a r A 20 ► I •ri r H i- it • ♦ r ' �m©� •r% i i • r 1■ LIVING � ■III i • + - ■� . 1 i p ��1�■II / ALL • r i Q _ _ ■■ 1® rr ' 560 • r ��•��II • r s5043 5'-1 • 1, �• r , I� FLOORCU45 AT MAIN I� ■r- L ■ LJ AREA TABULATION UPPER FLOOR 808 SF STAIR WELL & VESTIBULE . 77 5F . SUBTOTAL 885 SF M. DMIVI it - ! x 128 CARPET MULL 3050 5H 4 -1 VI--.V 16" 5H 2430 OPEN TO DINING i ❑ 0 00 WA5H. BF OR E324 4'-5' 3 KITCHEN & LAUN A2.A1 DIMENSIONS 00 TO CENTER OF 2" AIR 5PAGE NOTE: FOR FIRE EXTINGUISHER LOCATIONS, REFER TO EACH FIRST FLOOR BLD6. PLAN FOR LOCATION SEE SPECS FOR TYPE, ENTRY EGRESS NOTE: ALL GROUND FLOOR. UNITS MEET OR EXCEED CABO /ANSI AIII.1-Igg2 HANDICAP ENTRY REGUIREMENTS 5EE DETAIL I-M2 FOR TYPICAL NON RATED HALL TO RATED WALL INTER- SEGTIOy DETAIL ALL FIRST FLOOR EXTERIOR HALLS TO BE IHR. RATED MACNA HALL CONSTRUCTION - ALL INTERIOR G'(P. BD ON THESE HALLS TO BE (1) LAYER 5/8" TYPE 'x' GYP. BD. NOTE: MOUNT LT, FIXT. I" ABV. MIRROR 7 LIGHT FIX. MGI❑❑ 58"x42" Nt I RROR I _ V 1'-3" 30 VB 2'-? 3/4" O BF DR -O' r _ VIEW THRUr•• I r - — Wol I J - 2 WTA Mpk _pw U341 ONE HR RATED XIF r 0 iGRONN MLP(5 ONE HR RATED 0'_'7 DINING GARPET DOOR VV(I) LAYER I �■ • !lli��ii i�' • r i y1 t - • BF JIMA , ' r r I / f / / •r% i� -2 42" AFF 3 6' R i o Rd 5 ! �! D.3 J 1/2" 14'—II" ! ! 4'-2" 6'-2" 4 1 — ' R. RATE 6 I 1 GLG. SI D.3 M. DR s ! LIVING DEAD I I'- f" x 12'-8" 14'-10" x SP CARPET x ; CARPET - ! ONE HR RATED U311 WALL W/ I O ! ! 4" BATT I NSUL. 5'-O' T TYP- T _ 3 I/2`' CEILING=i5 AT q'-O" U.N.O �'-6 I/2" z O ! ALL T.O.W. AT 6'-8" AF 12" X 12" I'-4" 2'-4' �'_ ! � BOX BEAM A II 11 I m 1 I Am NMI r DG TYPES AREA TABULATION I �■ '�' THREE �' m um a sank MAIN FLOOR 840 SF TOTAL 840 SF unit Al maill Flvvu mvmo a I I — ----- - ------------ --- -- --- ------ - - -- -- ------ - 56ALE: 1/4" = 1'-0" —AIPMA OPEN W3015 H5015 ' II it 4 OPEN TO Q LIVING i- OPEN TO N DINING II 5B36 DW KITCHEN A2.81 - -� — -- -- -----------_------ -- --- -- --- - -------- - I'M pi AREA TABULATION UPPER FLOOR cM 5F STAIR 4 VESTIBULE 4b 5F TOTAL 1,00 5F ONLY 2 9 nit '1 1 U E3 ao 9 ":p B15 RANGE E321 4 KITCHEN A2.B1 er Floor 'Plan 5 RUN TO CENTER SPACE -,__ '-1" 491, W2430 W3315 I I II ❑ DINING B12 REFR BF DR 3 KITCHEN A2.B1 6X6 G.T. O 42 X (90 BF OR 2'-5" 2 earth A2.B1 AREA TABULATION 1?2-29 GARAGE 4 5TG 510 1?2a-29 GARAGE 4 5T6 420 BI-19 GARAGE 246 TOTAL 1 I 231 NOTE: MOUNT LT. FIX-r. I" ABV. MIRROR 6X6 LIGHT FIX. G.T. 5H MG 5 46"x42" MIRROR TP RYE I WASH. 42 X 60 TU V5B 48 '-10 I/2 4'-2" 31--I" 1 BATH & LAU N A2.B1 U-nit LBO lntu^rivff&r E etwo- vation'm lul. udraome Module .. Plan /' + MA N b Ln m M . N r` U) toMI o � I v C- V � o .c c 4-4 CL V O C co O ct 00 EL c) 4-4 i SHEET TITLE Units G2 & B1a-.1 Floor Plans Interior Elevations JOB NO.-20060 SHEET PROJ. MCR.-NETT, CHAP DRAWN BY-JA,MB,SC CHECKED BY I A2,B1 2" AIR SPADE AREA TABULATION UPPER FLOOR I,Ol5 5F STAIR 4 VE5TIBULE 55 5F TOTAL 1,160 5F IN R AND III Li U Ift] it F'loo-r--F'- v 16" 5H W3315 WI830 W3015 WI5 I RANGE HOOD II O 00 WA5H. I +I NOTE: MOUNT LT. FIXT. �I" ABV. MIRROR �i wrwr�wr�wvw �w No ��.I MEMO r ♦ cr NOTE: MOUNT LT. FIXT. I" AgV. MIRROR FIX. 0 F MG 60"X42" 'L MIRROR II II R 51,5 RANGE B15`RENIOVABL F DR V5 0 -I/4" "-5 -g 1/2' Y-51/2RE 62'-liAGGE55B1LI PURPOSE 3 KITCHEN & I..AUN 2 BATH #2 1 M.BA`rH 2,C1 2,C1 2.C1 U C & n - It -Uld WFIV L V d wn SCALE: 1/4" = 1'-O" DIMENSION TAKEN FROM - CENTER OF 2" AIRSPACE 4'-01/2" (m::1 .L ?TUB m arm 1-'" . r,1_ n .O♦ - ONE RATED DINING CARPET _ r �w ♦ i ir WIC + fr.❖..•.• CARPET � d R45 rl '-5 1/2" 2'-8" 3'-b" 2'-S" � II" 11--1" AD.3 6'-q 1/2" 8'-II I/2° i F — 3068 OF 21068 Am 40b8 BF 3068 BF � `y V{RAP BOT. BM. ABV. OF P DOOR W(I) T. LAYER Rd5 I Q EILINGS AT q'-O" U.N.O. FALL cC 5/8" TYPE ' I - T.O.W. AT 6'-8" AFF. Q I I [x �� I HR. RATE CEILING O �B E HR RATED ITT LIVING I r II'-O° x 13'-4" CARPET � O - O I Ih15ULTY 14 -O x 15 -10 I ONE HR RATE ` I 1 10 -6 x II -b I CARPET 03-1 INTERIOR _ I GARPET I I BRG. HALL 2'-8° q" - 3'-111/2" At ENTRY EGRESS NOTE: ALL GROUND FLOOR UNITS MEET OR EXCEED GABO /AN51 AII1,I-Igg2 HANDICAP ENTRY REQUIREMENT5 lAft tuft oll SEE DETAIL I-M.2 FOR TYPICAL NON RATED HALL _ --C1PUA TO RATED HALL INTER- SECTION DETAIL ALL FIRST FLOOR EXTERIOR HALLS TO BE IHR. RATED MAGNA HALL 6ON5TRUCTION - ALL INTERIOR GYP. BD ON THESE HALLS TO BE (1) LA'(ER 5/8" TYPE V GYP. BD. 4 m 1 AREA TABULATIONIN BLDG TYPES I AND III MAIN FLOOR 1113 5F TOTAL _ 1,113 SF RIM, it M Ok 0. Era r, aft Mal. 5GALE: 1/4" = 1'-0"--GIPMA x C 0 v z 0 v 4v i 8 .�./ U) o X T J � 4 - 4- -1 c o+ v V V d 7 IV v v [i d' N s �o 00 2 1) -o �n co ', (n NN} C11 r� c�> w ocn �L a o N C o N p � 4-4 a 4n IUL SHEET TITLE Units C1 & Cla Floor Plans Interior Elevations JOB NO.-20060 SHEET PROJ. MGR.-NETT, CHAP DRAWN BY-JAAB,SC A n CHECKED BY ' c I OPEN AE30VE m m 0 IIIESIM 4 KITCHEN A .,2 4ql—la 20'-10" 21-41 U5E 361(b OPNG ('-1 i/2" FOR 21068 DOOR BEYOND WRAP W/(I) LAYER 5/8" U341 ONE HOUR RATED WALL TYPE V (ALL EXP05ED 51DE) U341 ONE HOUR RATEW WALL — — — — — — — — — C4("j APE PPROVIDE (2) LAYER5 5/8" -1 g HALL �Q I U _� i GL6 LX A T5TI 51RWELL c GONG. I Il R m I GLG. LOGAT 0�15 FOR I DEAD I I HR. FIR P T N6 U331 ONE HOUR RATED HALL SPACE ; bXb WDO T u 77777-777-777 ----------� WRAPPED IN (2) Q I'-4 1/2" - a - - LAYER5 5/8 GYP BD SLOPED GLO 1-q 3 1 I/2 4 FIN15HEP 1 4 FOLLOWING r ---------------- I-Oil PLUMBING CHASE aVER5IDE 42" H WALL FOLLOWING OF STAIR STAIR W/ 1^10 GAP ! I6'-6" 20141 I i II II I W I C4 - IYC4ara tY 1 SSA GAR M N 'tea CARGAR i; 4 X I GONGx 31-1 `� !� 61�'1 g 20'-0" x 20'-2" I; U GONG. , - 1 CAR GAR i , r II x 2" SLOP GONG. u (j) SLOPED GLG I II I FOLLOWING >I I^ UNDER5IDE ------------ r--------- -- i t I OF STAIR ONE HR RATE ICU I— I P 2 LAYER5 5/ " TYPE 'x' I , I r I w o;--------------- - DEAD I I I U331 ONE HOUR RATED WALL - I N I GA PET I i i Ii ONE HOURRATED U331 D 1 i WRAP WV BM q X 1 O.G,D. W/LITES = r WALL W/ 3ATT IN5UL, TYP I THE 5AME A5 1 CAR GAR , ; bxb P05T - I I I 20'-0" x 10'-0" cn i i GONG. , I II kD 21—OA �; ry I LINE OF UNIT ABV-----, ---------------------------------- J i o 2" SLOPE cU t \`-----------' ; �' � `� �► I � I B M POG T FQjZ TOP 9 n ; m ; O i3EAM kf ', V8--- ------------- - (5EE 5TRUGTURALI W X 1' O.O.D. W/LITE5 -1/2" �- (2)-3 505H 7'-T I/2" C2a1 gg. { PORCH. 4 1110 1'-41/2" I'-01/2" q'-O" 2'-4" G2a I GAR GAR - 4bq 5F Goa -2 2 GAR GAR 434 5F 64-I I GAR GAR 311 5F 51^II I AR GAR 241 SF TOTAL 121 5F AREA TABULATION 1, 16" 5H H5315 W2450 V15015 W213 I I I I RANGE HOOD o� o DRY I I 33" REFR 1324 RANGE 13 DIMEN51ON5 RUN TO CENTER OF 2" AIR SPACE—, 0 . NOTE: MOUNT LT. FIXT. �1" AE3V. MIRROR • ON mom NMION • 0®0 Aso ■MNI • 21 3'-8" 3'-6" I'-qa 3 KITCHEN 2 BATH - 2 A�� A2.C2 unit III i_ UNIT C4a-� or SALE: 1/4" = 1'-0"- - Laa 2a-2 VIES 40'-II" NOTE: MOUNT LT. FIXT. I" ABV. MIRROR 7 LIGHT FIX. I?&Xb G.T. MG 58"x42" IL MIRROR - . - TP II II v5 �v vjzlu I'-1" 2'-b" 3'-I" [1'-4111 MM. BATH A2.0 I l, h 1�� 1 IAP5 21 3'-8" 3'-6" I'-qa 3 KITCHEN 2 BATH - 2 A�� A2.C2 unit III i_ UNIT C4a-� or SALE: 1/4" = 1'-0"- - Laa 2a-2 VIES 40'-II" NOTE: MOUNT LT. FIXT. I" ABV. MIRROR 7 LIGHT FIX. I?&Xb G.T. MG 58"x42" IL MIRROR - . - TP II II v5 �v vjzlu I'-1" 2'-b" 3'-I" [1'-4111 MM. BATH A2.0 I l, h 1�� 1 IAP5 LIGHT FIX. I?&Xb G.T. MG 58"x42" IL MIRROR - . - TP II II v5 �v vjzlu I'-1" 2'-b" 3'-I" [1'-4111 MM. BATH A2.0 I l, h 1�� 1 IAP5 v5 �v vjzlu I'-1" 2'-b" 3'-I" [1'-4111 MM. BATH A2.0 I l, h 1�� 1 IAP5 PROVIDELAYERS t SPA(�21068, poop rRATE[? VIALL I Mom � oil..i > .�♦t�iTUB ME m i �r .\ r HIM • 11lillR NINE ■ 1 GROHN HOLD11,161— �� • ')'�� . • is "� ■�� ' ! i 1�1± '.�el � • I DINING�� - R d 5 w `Y N � i AD.3 SX8 P05T in 2.G2 5 � «a � � _ I WIC r 50688E DN N 0 ry CARPET ter' m ( O 21068 Q Rd S 9m 41_ 13'-O'-3 2'-1/2" p '-OI/23'-4 3 -6 5 1/2 J I CEILINGS AT q'-O" U.N.O. - i ALL T.O.W. AT 6'-8" AFF BDRM 2 AD.3 10'-II" x II' -I° GARF ET CARPET nl I �r I I A8.2 �I LIVING M. DRM II'-b" x 13'-0" x 14'-8'I 16 2'-O" II = CARPETt. CARPET I �� MULL FIREPLACE 5EE DTL. 4 O N ii Q = NUTS: FOR FIRE EXTIN6U15HER LOGATION5, REFER TO EACH FIR5T FLOOR BLDG. PLAN FOR LOCATION SEE SPEG5 FOR TYPE. 5EE DETAIL I-A8.2 FOR TYPICAL NON RATED WALL TO RATED WALL INTER- 5EGTION DETAIL II II T E i �,--GROWN MOLDING _ HULL i c� 304 5H (2)-305091 � � c -5 I f -- — --�- — — — — I -- — — — — — --------— — — — — — — ----------I LINE OF GARAGE BELOW I I -10 3/4" 5'-b 1/4" 2'-4" L 1'-8" L L 2'-O" 2'-O" 6-1 1/2" 914" 4' O" 2'-q 1/2" r 2'-0" 4'-0" 2'-0" 2'-6" 12'-2 1/2" Ai l Ila AREA TABULATION UPPER FLOOR I Oq2 5F STAIR 4 VE5TIBULE lq 5F TOTAL bill 5F ONLY IN BLDG TYPE I (;zavul_g idt BE W. Lei c 'o r AREA TABULATION UPPER FLOOR IP14 5F STAIR 4 VE5TIBULE 82 SF TOM. 156 5F a ; • W3515 W4530 ED +i 16686F 33" REFR "41 SPACE 4'-11/2' 2'- q'-4 1/2" /KITCHEN --G3PUA A • I :.II Il�r� j .. rr sI�I�■a ■a a iww•��w�w■N 3ION5 RUN TO GENTER AIR 5PAGE ENTRY EGRESS NOTE: ALL GROUND FLOOR UNITS MEET OR EXCEED CABO /AN51 AIIg.i-Igg2 HANDIGAP ENTRY REGUIREMENT5 SEE DETAIL I-A8.2 FOR TYPIGAL NON RATED WALL TO RATED WALL INTER- 5EGTION DETAIL ALL FIRST FLOOR EXTERIOR WALL5 TO BE IHR. RATED MA&NA VIALL GON5TRUGTION - ALL INTERIOR 6YP. 13P THESE 1^ALL5 TO BE (1) ON LAYER 5/8" TYPE 'x' GYP. BD. q4 KITCHEN A2.e3 N OPEN TO - NINC' W3315 W3515 m OPEN TO 4 �`+ DINIpl6 r K, DW 5B3q 2'-2" 2'-81/2" (9'-1 1/2" /KITCHEN Al% NOTE: MOUNT LT. FIXT. I" ABA/. MIRROR �1 1/2' WIDE WALL ( STUDS TURNED 51DEWA' S) Y m Y 16HT FIX MABLED NI 52'x42" TOP MIRROR TP _ _ _ I - — TU 0 Sr-OI/2' 3'-6" 4'-2" 2'-7" 12'-3 1/2" ■ • MIRROR ■ ■■� Di o �■ i 1IN ALL HREE ' LD TYPES AREA a j FLOORMAIN it TOTAL nD lAva n 1,115 5F u uj main AS tj NJ p 2'-1" 2'-g 4'-21/2" 12'-S 1/2" 5 -' KITCHEN A2.C4 AREA TABULATION UPPER FLOOR STAIR d VESTIBULE TOTAL 1,314 5F 1EN51ON5 1 9" AIR qF NOTE: _ - - - FOR FIRE EXTINGUISHER LOCATIONS, REFER TO EACH FIRST FLOOR BLDG. PLAN FOR LOCATION SEE SPECS FOR TYPE. ENTRY EGRESS NOTE: ALL GROUND FLOOR UNITS MEET OR EXCEED CABO /AN51 AII1.1-IgU HANDICAP ENTRY REQUIREMENTS SEE DETAIL I-A&.2 FOR TYPICAL NON RATED HALL TO RATED HALL IN`rER- SECTION DETAIL ALL FIRST FLOOR EXTERIOR HALL5 TO BE IHR. RATED MA( HALL CONSTRUCTION — ALL INTERIOR GYP. BD ON THESE HALLS TO SE (1) LAYER 5/S" TYPE 'x' GYP. BD. 4 KITCHEN 2.C4 M DROP SOFFIT JI OPEN TO LIVING t till DH II 11-2 !!12- 511-111/2", 3q 2'-O" 2'-11/2" 1'-g 1/2" 3 KITCHEN A2.C4 NOTE: MOUNT LT. FIXT. P ABV. MIRROR, OUR VT 10'-4 1/2" 2 BATH #2 A2.C4 Elm IN so No No ar�ra>o ■■■i■■No on 1 M. BATH A2.C4 Unit C4 Interior Elevations AREA TABULATION REVERSED . ONLY IN BLDG TYPE III MAIN FLOOR 1,266 SF14 Main Floor Plan TOTAL 166 SF SCALE: 1/4" = 1'-0"--G4PMA 0 v O ai C N Y U O cif N C C Q N J a ty. J p c p� V Z O c E l v �-1 U .J C Q E v y W G O m N N Q SHEET TITLE Units IC4 & IC4a Floor Flans Interior Elevations JOB NO.-20060 S-Z PROJ. MCR.-NETT, CHATA2.C4 DRAWN BY-JA,MB,SC CHECKED BY 3'-2" 1 2'-T 2-4' AGE4'-21/2' 12'-b 1 /2" KITCHEN A2.C5 3'-0' I'-8" 2'-51/2" V-31/2" 2'-II" 5'-1" 5'-I" 4'-51/2" II'-5" 5'-31/2' 3 Ap.2 -Tv 5 Itr RAILINBALC m cry GOhK� / GG ( .. -3O5O5H JOSH 3 E sob 5�R . w (2)-3O5O5H 2 N r-- ---•- -.-.----•-•---•-•-•-•-•- -'_ _ _ _ _ _ _ _ _ _ _ _ _ _._ _.-•-._ t I -GROWN MOULDING 2 I I MULL m AD.3 I ICI I N.= ! N D LIVING! I q b x 11-6 i6 _ I 13'-7" x 13'-0" I I GARPE u, I CARPET n 30 H HALL-/ I i n u i u i_ n i n u 13'-10" i -7 1/2 q I -4 2 - 2 f u 4 1/2" it -7 ° i '2gb" 40klovill m R- BEDRM I �+ %0 iEN �40%F r- 10'- " " CARPET --- j CEILINGS AT CI-O" U.N.O. ALL AT 6-8' AFF! x 14'- a ° •-•-•- -•� T.O.W. 2'-b" g Q 8X8 POST FPl[ SE A8.2 zo DT `� Ab.2 4 - . i AD.` x � N VADHOT.3 1/2 WAL @142" A r F, n 5 _4 I �) r( ONLY BEHIND FP - I 21-211 -^' N ` — 0-9 {o �E T = 1Ob8BF2 2 /2n 523 1'-10 112"Alf, `n is cv IL � v, YY 51M. NT. BRG. WALL 206 F I'-10° 22 6 4 P T PLANT SHELF,j 506 ASV GLOSET 'v 1 21068 N — l0 AVER 11 I ACGE 5 r L._.-._._._. _._.-. _. _.-... J r 20645BF lilt 4 BEDRM n n l if'XN 12'-O' x II'-O' 5-5H A2 C5 3 X R 4 Q O = CARPET _ 2_ VI YL I ` I G. m D 7 VI M. 2wic A8.2 42" X bO" N F SIM. TUB V I LAV (5 I6" SH R45 C Q f U341 ONE HR RATED WALL ry I I TFIIN LL �4'-5" MEG SPACE 12'-b" 5'-3 1/2" b'-5 1/2" q" b'-4 I/2" 3'-q I/2" 2'-I" 42" H HALL 5EE 3_pw 5�_pY A8.2 41'-8" DTL. 13/ AD \ 50'-4" ATABULATION UPPER 12q F STAIR T VESTIBULE SF TOTAL t 14 SF DIMEN51ON5 OF 2" AIR 5 NOTE: FOR FIRE EXTINGUISHER LOCATIONS, REFER TO EACH FIRST FLOOR BLD6. PLAN FOR LOCATION SEE SPECS FOR TYPE. ENTRY EGRESS NOTE: ALL GROUND FLOOR UNITS MEET OR EXCEED CABO /AN51 AII1.I-Igg2 HANDICAP ENTRY REQUIREMENTS SEE DETAIL I-Ab.2 FOR TYPIGAL NON RATED WALL TO RATED WALL INTER- SECTION DETAIL ALL FIRST FLOOR EXTERIOR WALLS TO BE IHR. RATED MA6NA WALL CONSTRUCTION - ALL INTERIOR GYP. BP� ON THESE WALLS TO BE (1) LAYER 5/8" TYPE 'x' GYP. BD. 4 KITCHEN A2.CI 3 KITCHEN A2.CI) NOTE: MOUNT LT. FIXT. I" ABV. MIRROR ' . = - w MEMO • ..,. , I ■■■■ MEMO �■I■E NINE oI1L�l■0 o :� 1 - I'-lO" 3'-2112" 11,Y-31/2" 10'-4 1/2" 2 BATS A2.C5 unit SCALE. 1/4" = 1'-0' - f • ` , r r MIRROR ii■�viM ■■■■ • .r ■■■ ■ O■1�010\�i� SON lw■ �... • r r ■ F 1 M. BATH A2.C5 AREA TABULATION REVERSED - ONLY IN BLDG TYPE - I AM MAIN FLOOR 1266 5F TOTAL 12b6 SF uln it m1g Miftfiral FlOoftrua "I'mift SCALE: 1/4" = 1'-0'--G36PMA IN w w oc� cv CN V) o LL- V U CD L C O C cU`J q s CKS 00 n 4-4 u El- M w 4 SHEET TITLE Units C41 g & C4 29 Floor Flans j Interior Elevations JOB NO.-20060 SHEET PROJ. MCR.-HETT, CHAP DRAWN BY-JA,lAB,SC A2-05' ,II CHECKED BY AREA TABULATION UPPER FLOOR I q4 5F MAIN FLOOR VE5TIBULE 80: 5F TOTAL 114 5F &Xb G.T. IGHT' F NOTE: MOUNT LT. FIXT. I" ABA/. MIRROR I ■■■■ii ': IL FOR • , 5 BATH #2 A2.DI LIGHT FIX. 0 10"x42" r�IiRROR CULTURED ARBLE TOP = - - - - TP cn VB3b VB3b ET 3141 3'-O' 3'-5 1/2' 1'-b 112" IN ALL THREE,BLDG TYPES NOTE FOR FIR NMI ig .er r a unit DIP% U LOGATIC EACH FII --------- ------ ------------- --- ---- ------------- ----- PLAN FC 56ALE: 1/4" = 1'-0'------dlPua SEE SPF 4 M.BATH A2.DI 4 W4830 W, 5H ❑ c�v 4 " 4 is � a- 4 - - tn I I - 4 ulm LAUN. BEHIND BIFOLD5 648 PANT. Q oo O o WASHER 3 KITCHEN A2.DI ENTRY EGRESS NOTE: 5EE DETAIL 1-A8.2 FOR ALL GROUND FLOOR UNITS TYPICAL NON RATED WALL TO RATED WALL INTER - MEET OR EXCEED GABO /AN51 AI11.1-W2 HANDICAP ENTRY'�EGTION DETAIL REQUIREMENTS ALL FIR5T FLOOR EXTERIOR WALL5 TO BE IHR. RATED MAGNA WALL CON5TRx,rm - ALL INTERIOR GYP. BD ON THESE WALL5 TO BE (1) LAYER 5/8' TYPE 'x' G'(P. BD. OPEN IN Dla l^�3q 15 W3rA15 II II OPEN ABOVE BRK. BAR 2 TO DINING �� DW 4'-8" 2'-2" _IB4" . 3'-2 I/2" I. N O GL NO SOFFIT 1^kt530 W3015 W2130 K6315 II II II RANGE HOOD II 9 m m — IN ALL THREE BLDG TYPES AREA TABULATIN MAIN FLOOR 131 5F TOTAL, i 31 5F SCALE: I/4" = f'-O' BIS RANGE 62T 33" REFR SPACE vur dom Aft Aft m"h I 00 o 0 z 0 of o U 0 a ^z, 0 v Q _ U X J a O O �' qq C.> O C 0 O Lr.. O 1-- 8 N C .Q N W cn b � f1] M N I N h o � I C = a o o s � 00 � o N� SHEET TITLE Units l D1 Floor Plans Interior Elevations JOB N0.-20060 SHEET PROJ. MCR.-NETT, CHAP DRAWN BY-JA,MB,SC A2.D1 CHECKED BY t MOUNT LT. I" ABV. MI 1 b X h G.T:-7 1113 `-REMOVABLE GABINET FOR ACGE551BILTY _d" 2'-II" 3'-2" 14 I/ REGUIREMENT5 5r ATH 2 . A2.D2 4 M.ATH A2.D2 r I6" SH O OO 0 O WA5HER 'DRYER lu L 5'-4" 113 UN. BEHIND BIFOLD5 I/ ' T-b" (M KITCHEN A2.D2 a In 2 KITCHEN A2.D2 '-o" 5'-O' 1, 41-4" DKN D K VDID KAW-7t D21 2'-O" 5'-11/2" 2'-q" KITCHEN A2.D2 SCALE."t "Nw2g InterilmOvw Elevations 1 • r •r ONE HR RATED Ab.2 IM.• r . �:►% v • r • .- i ■■■i ■ n I ��i!/G cifl■ilfful �� .•CARPE�r•1 ��jj --��■ __ " �� sates CARPET / I ■ ■�UNION I I■�■■�w ■■■®'i� I�� AD.2 LIN I IN V1 �� 9 O Rd5 5 5H 2'-8° — O N I G MG 15 "D , B I / 5 SHr DI WIC I `✓ I66 BF CARPET p ui Rd5 m IVA - _ -X _ _ 5 ONE HR RATED - cp N �+ 'd1 o R CV rbf 6 2U311 VIALL VV 4� 30 210(0 10 V TN A 50 GATT IN5UL, TYP @ 42THRU ROOF 3'-73'-OI/ " 3'-II as.2 i 6-L1 H N IL r._._._._. 30b _ ..K_r •_._._._._. ry 306b BF UF E.P. _ I R DEAJN GLUSET - ONE HR RATED U337 I a5 TIE _ L 6 5 RAP E OT. F 0 Rd5 INT. BIRO. WALL LBDMO . AfI2-B /I(-IPb)' T. A3Y-EI-fG RP r S 5/8' TYPE ;( ,3-"mfT '�IV 508 F-� b'-O" \ 4 I/2" b'-I"D2=2g I � ' I ONE HR RATED I II li _ m CEILING ES ' DINING I DEN/ EDRM 3 M. BEDRM 1LE ! � 10'-0' x g'-3" 12-0" x 13'-4" 1/2" k 8 ©I ; ' 12" X 12" BOX BEAM 30' H WALL 1 I CARPET CARPET CARPET GEILINC75 AT W-O" U.N.O. Q GONG l - 04'I 112"1' LIVING ALL T.OYI. 6'-8" AFF . I . � I . • k � AD.3 �n I I 14'-4' x 14'-0' _ L2 _ _ _ 1 CARPET X ........ •_.:,_M!t.................................... _. i MULL _ , I (2) 3050 5H S 1 I 4050 5H I PATIO 3050 5H 3050 5H C AD-2 S'_cl" d'_II" G'_L p -N "'u -ii i u i1 i n 11 .,■ NOTE: FOR FIRE EXTINGUISFIER LOCATIONS, REFER TO EAGH FIRST FLOOR EWO. PLAN FOR LOCATION SEE 5PE65 FOR TYPE. 3'-411 3'-O" q'-O' 2'-4" I I'-4" I I'-5" W-O" 1-411 ENTRY EGRESS NOTE: - ALL FIRST FLOOR EXTERIOR WALL5 TO BE IHR. RATED MAGNA ALL GROUND FLOOR UNITS MEET OR EXCEED CABO /AN51 AIIl.I-Igg2 HANDICAP ENTRY REGUIREMENT5 5EE DETAIL I-M 2 FOR TYPICAL NON RATED WALL TO RATED WALL INTER- SECTION DETAIL 11 WALL GON5TRUGTION - ALL INTERIOR GYP. BD ON THE5E WALL5 TO BE (I) LAYER 5/8" TYPE 'x' GYP. BD. AREA TABULATION MAIN FLOOR 1404 5F TOTAL 1,404 5F ONLY IN BLDG TYPE II U[nit Dz'=m2,-wAIF I Mdmin Floor r'ld&ftn SCALE: 1/4" = 1'-0'-D2GPMA DIMENSIONS RUN TO CENTER OF 2" AIR SPACE r- w N m ,Lr, N 7 M r* o , � . °' Cq CL u- o 000ct o �, „ s con_ C.ly ct MAMA a 4-4 Nis SHEET TITLE Unit D2v2 Floor Plan Interior Elevations JOB NO.-20060 SHEET PROJ. MCR.-NETT, CHAP DRAWN BY-JA,MB,SC A n , CHECKED BY 4 I I" B\/. HIPP T. O 1, Ib" 51-I O oo O o WA5HER 'DRYER LAIJN. BEHIND BIFOLD5 5'- I' 3 1/ 249" I -$ 1/8 BATH M. BATH 3 KITCHEN 2D2 D2 e2.D2c b'-II" OPEN II 11 OPEN ABOVE BRK. BAR TO DINING li DW PANT 5636 TB1 2'-2" 1'-4" 3'-21/2" 2 KITCHEN 2.D2 Aft1 A" 1 461'-411 NOTE: _ FOR FIRE EXTIN65UI5HER - LOGATION5, REFER TO EACH FIRST FLOOR BLDG. PLAN FOR LOCATION SEE 5PEG5 FOR TYPE, SEE DETAIL I-M.2 FOR TYPIGAL NON RATED WALL TO RATED HALL INTER- SEGTION DETAIL AREA TABULATION UPPER FLOOR 1 X5 5F STAIRWELL 8 VESTIBULE 84 SF TOTAL 1,415 5F NO SOFFIT K2430 W301b W2150 W33 4 RANGE HOOD I 33" REFR.11 SPACE BRK f3i R 01515 RANGE B21 2'-0" 5'-1112" i KITCHEN .D2 Jmt u2awb," Interior Elevat" ONLY Amok Unit DzauZ"A :.. U--r%&%er, Floor i IW 0 z o v c v O c G O O OJ •t� M F-- O c ON TO CENTER AGE _ o 'c U n. Q O Q' P V_ L U U O C E v V a E 0 LO M Ln M N r- () vjj N O I rn 'C > Cl. c O CDX C co clih L di t�7 cl�d co 474 C) rid � d SHEET TITLE Unit D2a- 2g Floor Plan Interior Elevations JOB NO.-20060 SHEET PROD. MGR.-NETT, CHAP DRAWN BY-JA,MB,SC An CHECKED BY lmz,D2a =SUPPORT ALLOV15 FOR BACK § OF SWING -UP SIDE GRAB BAR "BOBRICK #B-4q1,5" W.C• OR EQUAL, a A r t. A h r, d ANSI A117.1 Handicap Requirements - Type A Unit Count & Locations Sec: 1105.4.2 stoteq "IN GROUP: R2 OCCUPANCIES GONTAININCG MORE THAN 20 DWELLING UNITS, ' AT LEAST 2%, BUT NOT LE55 THAN ONE, OF THE DWELLING UNITS SHALL BE TYPE A 01,'ELLIN6 UNITS." THEREFOR: 282 TOTAL UNITS X 2% = 5.64 or 6 TYPE A DWELLING UNITS REQUIRED. ALL 6 TYPE A FULLY HANDICAP UNITS, (3 X Aihc 4 3 X Glhc.) ARE IN BLDG TYPE I REVERSED. 1988 HUD Fair Housing Act Requirements - Type B Unit Count & Locations 100% OF ALL GROUND FLOOR UNITS MUST BE ACCESSIBLE PER 11ba FAIR HOUSING GUIDELINE5._13 UNITS ARE EXEMPT 5EE 5HT. A1.3 i General Requirements. For All Required Type A & Type B Handicap Units And Required Fair Housing Accessible its q � g I. PROVIDE WALL BLOCKING FOR GRAB BARS 4 SHOWER SEAT CAPABLE OF SUPPORTING 250 L135. LOCATE BLOCKING @ 2'-q" TO CENTERLINE ABOVE TUB AND AT WATER CLOSET. PROVIDE BLOCKING AT KITCHEN GABINETS TO BE INSTALLED AT'I1U, ABOVE COUNTERTOP AT A LATER DATE. 2. TOILET PAPER HOLDER MOUNTED AS SHOWN IN ELEVATIONS. 's4 3. TOWEL MOUNTED AT 48" A.F.F. (MAXIMUM) ,BARS 4. BOTTOM EDGE OF MIRROR MOUNTED AT 40" A.F.F. (MAXIMUM) 5. LIGHT AND FAN 5WITGHE5, DRAPERY MECHANISMS, MAX 48" A.F.F. FOR A FORWARD APPROACH AND NO HIGHER THAN 54" A.F.F. FOR A SIDE APPROACH. 6. ELEGTRIGAL OUTLETS "SHALL NOT BE LOCATED LOWER THAN 15" MEASURED FROM THE FINISHED FLOOR TO THE CENTER LINE OF OUTLET. 7. PROVIDE FIXED SHOWER HEAD AT -14" AFF AND 51NOLE LEVER WATER CONTROL AT:6" MAX ABOVE TUBRIM. , Type B Retrofit Requirements If Occupied By Handicapped Tenant THEF WIN MUST T AP OLLO G U5 BE°DONE O ADAPT THE REGULAR MAIN FLOOR UNITS FOR USE BY A HANDICAPPED TENANT WHEN REGiUE5TED BY THE TENANT: I. GRAB BARS TO BE INSTALLED IN BATHROOMS. (BLOCKING PROVIDED ABOVE) 2. ADD TUB SEAT IN ACCESSIBLE BATHTUB(5). 3. REMOVE BATHROOM 51NKBASE AND INSTALL HALL MTD. LAVATORY WITH LEVER HARDWARE. HOT WATER SUPPLY AND DRAIN LINES SHALL BE FULLY INSULATED WHERE HUT WATER TEMPERATURE EXCEEDS 120 DEGREES F. 4. LOWER WALL CABINETS SO LOWEST SHELF 15 MTD. o 48" AFF PULLS FOR ALL WALL GABINETS SHALL BE MOUNTED A5 CLOSE TO THE BOTTOM OF THE GABINET DOOR A5 P0551BLE . PULL5'FOR BASE CABINET DOORS SHALL BE MOUNTED AS CLOSE TO THE TOP OF GABINET DOORS AS POSSIBLE. ALL DRAWERS SHALL BE OPENABLE BY MEANS OF HANDLE OR PULL. 5. REVERSE SWING OF REFRIGERATOR DOOR IF REQUE5TED BY HG TENANT. 6. ADJUST SHELVES IN CLOSETS TO 48" AFF MAX. -I. INSTALL RANGE W/ FRONT MOUNTED CONTROLS. 8. REMOVE KITCHEN 51NKDA5E. PROVIDE A MIN. 30"WXiq"Lx 2cf"H CLEAR FLOOR AREA BELOH SINK. HOT HATER 5UPPLY AND DRAIN LINE5 SHALL BE FULLY INSULATED HHERE HOT WATER TEMPERATURE EXCEEDS 120 DEGREES F. q. INSTALL D15HWA5HER WITH FRONT MOUNTED, PULL-50TTON CONTROLS. [DW ,DOOR SHALL LOCK EITHER BY BUTTON OR LEVER. 10. R EMOVE BASE GABINET5 BY RANGE AND REPLACE W/ WORKTOP AREA. 1.1. PROVIDE KITCHEN SINK W/ BOWL DEPTH NOT TO EXCEED 6 1/2" MAX. 12. INSTALL LEVER TYPE HARDWARE ON ALL DOORS 15. INSTALL ADJUSTABLE HAND HELD 5HOWER SPRAY AT 61" AFF. Yv LYHOOD N TO STUD. TUB N � ENDHALL (BOTH END5) BACKHALL (nl WALL SECTION NOTE, PROVIDE AT ALL FIRST FLOOR DWELLING UNITS TYP. TUB CRAB BAR REINFORCING SCALE: 1/4' = 1'-0" A � LOH SHOWER 'LYHOOD IN TO 5TUD. I/2" PLYWOOD LET -IN TO STUD. A 5HOHER HEAD BACKHALL ENDHALL WALL SECTION OR ENDHALL OPP051TE & 5HOHERHEAD NOTE: PROVIDE AT ALL FIR5T FLOOR DHELLIN6 UNIT5 TYP. SHOWER CRAB BAR REINFORCING SCALE: 1/4' = 1'-0" NOTE: MOUN"r LT. FIxT. I" ABV. MIRROR SLIGHT FIX, MG58"x42" MIRROR L-sr vK lit$o VB O 2'-3" 2'-7 3/4' I'-3" 5'-0' 1'-(9 /4" 5 .BATH 4 M.BATH A2.H1 REMOVABLE CABINET A2.H1 FOR ACCESSIBILITY REQUIREMENTS NOTE: MOUNT LT, FIXT. I" ABV. I-iIRROR LIGHT FIX,J I 60"x42" MG MIRROR ' c 30 B1 BF DR 2'-7 3 4' 3'-5' 9 _ . BATH !.H9 REMOVABLE CABINET FOR ACCESSIBILITY REGU I REMENTS A •r 1 01 . 12 :. .■M��. rA ! ��,,�� ■ter � _ �___._ WAR An, I w • THREE OF THESE TYPE A HANDICAP UNITS IN PROJECT AREA TABULATIONunit U J%lehc Ma F1 Noaw% MAIN FLOOR 1113 5F --------_.-. ,------ - _ --- ----- -- --- ------ -- - TOTAL 1,113 5F SCALE: 1/4' = 1'-0" -GIPMA NOTE: FOR FIRE EXTII`IGUI5HER LOGATION5, REFER TO EACH .FIRST FLOOR BLDG. PLAN FOR LOCATION SEE 5PEG5 FOR TYPE. OPEN TO DINING W213 16" 5H 00 O WASH. I B21 BF DR 4'-2'41 ® M 0 10 19 U ® anow ! ! !ems ! Ewe ®%f ® SCALE: 1/4" = 1'-0" OPEN W4515 W4515 OPEN TO LIVING I II I 182-1 B36 DW KITCHEN & LAUN -H 1 REMOVABLE CABINET fj FOR ACCESSIBILITY REG2UIREMENT5 INN s I� J 8' GLG OPEN o 530 W3018 11,11830 W3315 V03615 W3615 0 II II II II 16 SH = 16" 5H PEN TO 1 I I LIVING 5TD. MICROIT OPEN TO Pq 00 0 O 0 _T DINING o I 7 ASH. R'fERI J a ti )\/ABLE GABINET B15 RAC GEI/BI8 BF Po DB15 5 -6 1 i ACCESSIBILITY REG2UIREMEN TS 3IONS GO TO R OF 2" AIR 5PAGE KITCHEN & LAUN ITCHEN - b., A2.H1 A2.H1 REMOVABLE CABINET . FOR ACCESSIBILITY 4 d t C 1 h c I In I j%% REQUIREMENTS` Q SCALE: 1/4" = 1'-0" ( s a ._ WIC CI CARPET 1/2" WIN 5 A& P. 21068 R RATED -WALL _ WA5HER SUPPLY BOX ® 36" AFF �GROt^M MLDG r ONE HR RATED 031 rr --- INT. BRO. HALL DINING rjl-/ , x III-o" - �(� CARPET WRAP BOT. OF BM. ABV. PKT. DOOR W/(2) LAYER5 5/8" TYPE 'xT 4 • r ��, ��'S Y C 4 lot 16.1 - AREA TABULATION L F1RE ENTRY EGRESS NOTE: MAIN FLOOR 840 SF ALL 6ROUND FLOOR UNIT5 TOTAL 8�0 SF MEET OR EXCEED CABO /ANSI - - -- - -- - AI11.1-Igg2 HANDICAP ENTRY SCALE REOI)IREMENT5 SEE DETAIL I-A&.2 FOR ALL FIR5T FLOOR EXTERIOR TYPICAL NON RATED HALL WALLS TO BE IHR. RATED MA6NA TO RATED HALL INTER- HALL CONSTRUCTION - 5EGTION DETAIL ALL .INTERIOR GYP. BD ON THESE WALL5 TO BE (1) LAYER 5/,D' TYPE V GYP, BD. NK 3 --A I PMA All Are Bldg Type I Reversed ALL SIX TYPE A HANDICAP UNITS ARE AMk Aft BUILDINGS THAT ARE TYPE I -REVERSED BLOC Biag NV,, • 00 a% .2b 00 �v �I 1 d � i d- � ai o rn 00 Cn 0 4-4 ilia SHEET TITLE Handicap Units A1.hc & C1.hc JOB N0.-20060 SHEET PROJ. MGR.-NETT, CHAP DRAWN BY-JA,MB,SC CHECKED BY , LEFT 1H ri _m I-IFR ROOF TRUSSES, Dia Kitchen MFG FLOOR TRUSSES, DI Kitchen — — — — — — — — — — IRE 5EPERATIOk R-111 IKAATION DialIVIBIRM Ala Kitdhen Lb5o ON WA PE 7TION P-11 INSULIATION R-11 IPSULATION DI MUM Al Kitch�n — — — — — — — — — — EL._ .30'-.clL'TQ RQOF IRE 5EPERATI T'RU55 + F 11 ONE HOUR RATED WALLS TO UNDERSIDE OF ROOF SHEATHING MFG ROOF TRU55E5--,-�,� q INSULATION I I R-Iq INSULATION—\ Ala DRIVI I Ala VIBR C2a-19 BRIVI I C2a-lg Kitchen C2a-lg DRIVI C2a-1 ME30 RATED FLOOR/ GLe SEMBLY T`W- MFG FLOOR TRU55155 MFG FLOOR TRIJ55E5 R-Icl INSULATION ABOVE GARAGE I's L BMW HR RATED DRIVI REAR OF 5TAIR VF-L Al MI)R FIRE HALL C4-lg C2a-1g STM �� i CA - Garage Garage Gil II age I L LI 2mm I — — — — — — — — — — lop LINE OF 5EPERATION wB1d'mm Seup%t'1kvJpAm1j&1 AA BETWEEN SECT. AA @ u- BLDG. TYPE 1 4 111 y SCALE: 3/16' = 1'-0" A5-11 EL. = 30'-q' TO ROOF A — — — — -- NF 12 5 U341 ONE HOUR RATED WALLS 12 UP TO UNDER51PE OF ROOF SHEATHING 41 ONE HOUR RATED KALL5 ROOF TW-)SE5— FO UNDERSIDE OF ROOF SHEATHING INSULATION R-1q INSULATION Cla M.BDRM qla DIN RM Ala DINAM —L550 ONE HOUR RATE [> FLOOR (LC, A5TMOLr, TY MFG FLOOR TRUSSES R-11 INSULATION Cl M-13DRIVI I Cl DIN RM ODIN RM EL. lq'-cl 3/4" ROOF PLATE EL. = IT-4 51b" T.O.W. 4- TYPJILLFOR 50VIIND0W-ih- WI-I EL 10-& 51b' UPPER FIN. FLOOR + EL. = q'-I 1/6" PLATE HT. —EL_:: 6-b" T - 0 1-1 RIGHT TYP. SILL FOR 5'H HIND EL. = 0'-0' MAIN FLOOR EL. Iq'-q 3/4" ROOF PLATE EL. = Iq'-cl 3/4" ROOF PLATE EL. = IT-4 5/6' T.O.H EL. IT-4 51b" T.O.W. WPER — — — — — — — — — — — — — — — --30-40 WVC41 Ala LIV RM I i C3 Kitchen FRJ6 TYP. SILL FOR 50 HINP01�4 r'(P. SILL FOR 50 HINPOH 91m — — — — —1 — L550 V1 4E HOUR tTED 1: -OOF ( L67 A �5EMe -Y, TY Sim — — — — — — — — — — — — — - EL. 10'-8� 5/8,' UPPER FIN. FLOOR EL. 10'-5 5ffi" UPPER FIN. FLOOR j, - — --- — — — — — EL. W-I 115" PLATE HTJL MFG FLOOR TRUSSES EL W-1 IV PLATE HT* — — --- — — — — -- R-� I INSULATION EL. 6-8)" T.O.V1 LEPER EL. 6-5' T.O.H.* R &AM. L FRONT I C3 BD S C3 itchen C3 DRIVI C3 TYP. SILL FOR 5'H HINE? TYP. SILL FOR 5'H VIINP_�� UD MAD — — —x BASE [AB6 ME5PACE U"r--ED PEAD Sf— H EL. — = 0'-0" MAIN FLOOR IW ILI EL. = 0'-0' MAIN FLOOR* — — — — — — — — — — ONLY DIFFERANCE FROM TYPE I BLDG SEC AA As NIL MdAm flo n 'A SCA-E, 3W = I'-o' SEE SECTION AA. BLDG TYPE 1 FOR BALANCE OF SECTION BOTTOM OF 3040 FX WINDOWS — — — — — — — — — — — — — — — — — — — — — — — — — — - N 3' EXPOSED MTL FLASHING , I LAYER le� Tyrp w Z-> IN OF TRUSS AIN5T 1ALOL FROM 51b' GLO. 12 BELON TO TOP OF ROOF SHEATHING ABOVE] /4 — — — — — — — — — — — — — — — — — — — —6 12 -7 AVJ +3/4' 9TU(,W FIN15H MFG, OF TRU55 t21/42 w FIN15H +1 1/2' 5/all TfPE XOYP EV ON ±1 1r2° I i . ...... .... . ...... ... ..... ...... 3/b' RESILIENT CHANNELS 16 O.G. 1 +3/4x +3/4 +3/4# 3/44 D -5TRUCT. EN6. F M 4 /7� Naw2g .2 jI I i - I jarage F— RECE55 SLAB 3/4" AT GARAGE DOOR F- :1 5LOPEP SLAB P051TION OF L?00RS IN Po5rrioN OF DOOR IN • BACKGROUND VARIES BACKGROUND VARIES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8ECTION AT GARAGE UNIT, r3 . .... N DOUBLE ENTRY FRONT PORCH DETAIL 2 SINGLE ENTRY FRONT PORCH DETAIL A5,11 5-1ALE. 31b 1W K7A5.11 5CALE, NV= V-0' A5.11 %ALE, N6 1'-V — — — — — — — — — — — — — — — — — — — — - -V I o 22 0 1 Q) Q 0 '6 ., _ .., , ,,I ,, - _, ,-... __ _ __ .. ., I " -t. ,. < P . .,k.. • t " r ! " ' a r. .. _ ' 1 ._2 �, , , .r , , S , _, } . _ . ,. :i t .. j ,, - - - �. 3 ., - - F i Z,, , � � i- 7 „ I. N' ... I . ,: -.j,� i , I ,",,1lO"I I, .I !I"I ��-,� t,, II 't,,�, ,',` ,, k y { { ' { , �4� ,� , .,,� "�,� "'� , �', ': �,:",,�-,-�,,,,"v",,,,',",,"��, q ' ��,I, "'. ,, � ; �-,, '� _,k _ ,4 , e —�,,,"ap,l, , � ". ,-, �,� - I .. .A b _ . e 11, ." � 11 ,-,)1� - , I , �.I g #Zp2 d.4 _ _-- — A8.1 A"Y , S 1 k,: t } .. -- ., — 2 �i. r I ' - - / \� t ,o .. +, - - s �c 5 ': U _ '4� , ' ' : "l�. I 5 , - ' Yi s 3, I I - V1. 5 I IRE 5EPERATIOA I , ;.x '`'r TRU55 ( PERA N IRE 5E TIO If i ' �-�``l . I I I TRU55 ( ( I ( ' u ` t 12 0 5 �— MF6 ROOF TRU55E5 I U341 ONE HONOR RATED WALL5 UP "f0 UNDEIDE OF ROOF SHEATHING I ----- i ,—MFG ROOF TRU55E5--,+ 12 Z5 : f '' `f�a -Iq INSULATION I I I------R-lq INSULATION I ( I/—R-Iq IN5JLATION 4 .F : i _ — _'-- — __ --___ _ ____ _ — __—_ _ ____— _ _— __ —_— — -- _. -- -- — — __- ----- I - — , f = __ , , I I t i ti 4 - - . - . $ i t ` a i, 5i I UPPER GABS 1 -- I —T-- — UPPER GA85 , 41 ' (D-\,-----,------------ I I I B1 a-1 C a LAU .RM I C3a WIC Ala Kitcheh Al DRM I Al WIC Blo-1g IVIBR 1a-lg BATH g - � NTRA CB I I I I -- — --- Kitchen /\ �___ i';'� l �21f ( BASE SINK I IDS+ I HOUR RATED FLOOR/ GL E Y, T 1 / I SINK ;i x " . 11 I ` r IR I i i i I f_ _ - --__ _—.—_—. " MFC� FLOOR TRUSSES---^— -- MFG FLOOR TRUSSES I I MF6 FLOOR Tf- III I it. - — - s , r ;" I : I I I R-Iq IN5ULATION- .,; II INSULATION I I 1 I ABOVE GARAGE I I I .\ -- } I I UPPER GABS I I HR TED (Srwrt `fi I ( ( I FIRE LL ( aerao .; 4 } L FT r C LAU -RM C3 WIC Al Kitchen Al DRM Al WIC I D2-2 � � 1 ,,. I I I ( ► g-\~ �'° E I I NTRA CB I I Garag I 1.I jI + I s El ID/W I I I Ill -11` -,' , -,;':'t�;"-,1,, . I I I . 1. � H -D �EAp Ace . �,,o,- I I ". I I ,�, I . . I , -, � , jz � I I - , �� , , I� - , , � II , t� , . t . I � "I .\ -\ 1 I \ I I I ,�, �� , -, ��",:�; � � " , , , I I I I � , � t " , �- . I I , I I � � 4""'., " . . � , . . --1 1,` "I I,, ,- \ r, ,** , t I � , I . ,, , ,,e.� �, �,, , , , , -. . I I , � -, I I � I — - - — - - - — . � , � , "-' "� g 'L . '�' , . , , _ �' - , I . . I � �, . — - - - - - - 11 � , , , I . I . � , \ / I - - — � � � � - I , ; ,..,;1",--1' � � . I- , , a � , ,.� t 11 J : , � � I - I I , �. 1-1 t '. i, � , - ,�,,- � , I .1 . � � ! ,� � -1 1, - I — — — — . ' } t , !: - , p, Awk HAI& A& A01k -�, �/: 1�1 "111- , 11 , , I- r I 0ectimull (;(; "', -1 ` 4t, f \ -m,e 11 w � �- - � �, T -- --- _ -- B14g------- --- ---------- --- -- - - ---- - - 11 9GALEt 3—/16' z I'-O' SLP62EL (D-\\ 1-1 "I, I I -� 12 1 51 5 if . - - -._... }, • Ill I I I D2a-2, g I D2a-2j WIC , I BATH TED FLOOR/ GLGIA gHbLY, aS. DR I I - 1 W W 1V 14 I Y 1-- 1( . BOTTOM TREAD ANP REMN I MF6 FLOOR TRU55E5 TO WALL � I 1•--- I 2X4 GEIL$ 6 PARALLEL TO, " HOSING, T P. I I BUT NOT AtR � I I i ' , i (2) LAi(ER5 5/8' ON GL6 4 B 1 I I I I WALL (RIGHT D2'2 g ;I .� m i I I BRM ,4��i,,�,,�', T11 I —T , te.; , �"I; "--, , h" �� , 4 .1,�,�';�,t I L,Ill I I . � I 11., . 11 � . ,,., �- " �, �- 5. 1 ;;f - I . I . UNUSED DEAD SPACE , I i�� A I 1!:J_�— 4 I . --.__ - -- --- — — — — --— — _;r , +— — . I i ` I L .1 SeG. IOQ13 E%IC6 0 R1` \ / (2)156' RISERS + 95' 1READ = 2456' , b ` 11.11 NOT LE55 THPN 24- NOR MORE THAN 25- I ___ _ _. _ `` / '$. I i, AT TO GARAGE I k ,. , , . 1 TYP SECTION STAIRS ;.. \` A5 2 2 SGALEt v2. , I, O. / \' --- — — .--- —.- --. �.r .�- �� — �- —.— —. �— —� ~-- { — — — — -- -�— .---.- �— -- —� — -n-- _ �- — — �— — — — --�— — --- k ¢ • 1 " x q 1 �k `'•r � - dl1 .,i',' v . -. A , _ I 1; , � µµr:� t �! , - a .. 9w {le, I . ;.: �r }�&+fit, - �_ _ >, M , , n : r� .. -. ;, . , Ir, k , ,. , -. ,, . . i , '. 11 ., .•,.. J. .. ..; 4 } .. 5 - } .. i.. a' i2: , , , ; , t, : ., ,. -. ,. < . ,: . , gg -., r - 'c , , : r' !i•r _ ,:.'.. f .. ,' is .. ' , , :. h . R-II IN CATION I D2.2g I D2-2 WIC I BATA 1 61-5. DR I I - --- 12 U341 ONE HOUR RATED WALLS - UP TO UND R51DE OF ROOF 5HEATHING � s 1 J---R-Iq INSULATION 1 — — — — — — — — — EL.- _ 30', TO ROOF - - --�-- — — — ' — — ' — — — EL. = Iq'-q 3/11" ROOF PLATE — — . — — _ . — . — _ — — EL. = IT-4 5/8" T.O.W� B1a-1gDRM _-- --- I.I / \ T(P. 51LL FOR 5'H WINDOW I--- .-.-I - * r!! - — HL. = 10-8 5/8" UPPER FIN. FLOOR - I - I I - -- - -' -' I/ I _ _ - — — EL. = q'-1 I/8" PLATE HT. I I .— — I. — _ _ _ . EL. = 6-8" T.O.W I RIdHT D2a-2g Garage I I I — — I — — TYP_51LL FOR 5'H WIND_ 1 I EL. = O'-O' MAIN FLOOR _ -{ - -- - -- -- - * I\ /I I I I Ala DIN RM Ala LIV RM I I\ N, 1 `,7� SH. 9 10'-W i \\\%- i i i 1, 5 A11 DIN RM 2 I I I I I \�------------ �/ . . 'm 0 m M--% u m beftuclil-rmn-al Lompmm"' Typoh, 11 = BIWA v , W W- . I — —, — -.--. - %V" DEAD SPADE — . — — — — — — — — EL. �3. - TO ROOF* In n r %; x `-.✓ II --I 1� 46 0 ■ s o . v IL a u ` ■ . j'—y ■ f'° 4& r//'��yy\�\ IsI4 V) ■ d " 0 , Q) ■ O o 6 V z 0 I 9 ■ ,C� . F- ■ s . 9 •a, _ A ■ >` w 41 - , to — — — — — — — — EL. , Iq'-q 3/4" ROOF PLATE N EL. = I-1'-4 5/8" T.O.W. .d 6 [D io, M IV) M N � �� F3 s S — — — — , — . — TYP- SILL FOR 5'N WINDOW - _ _ CL U EL. = 10-8 5/b" UPPER FIN. FLOOR I i o - --.-.-.- - -1- �t LLIU] — _ — EL. = W-I I/8" PLATE HT. 4) 11 _ . — — — -T — EL.. = 6'-8" T.O.W � �- Cn f'(P. 51LL FOR 5'H WIND. . -1 H EL. = O'-O" MAIN FLOOR — — _ " A 0 0 4-4 . I cz\-�, �.4 Cn . -.r1- SHEET TITLE .1. - Bldg Ty0eII Bldg Sections ,• _ . - 1 1. mum . . JOB K-20060 ETLII ..�- I .I" . PROD. NGR.-HITT, CHAP I. I . . . I I I L . I � . ,1I1 . t "I I A.-..5 LI .II :II-, I I -�I :"-�o DRAWN BY-JA,NB,SC , , . CHEOU BY r r . I I L " ---- ----- I i I 'L , I . . I . I I- I - .1 . . � I . . I I � I . -L I. I . .. .1. - I I I L . I I , I I I I _. - 11 . I k L I , I I I . I �t . � I , 1', } - d- _I 136'-0" , 45'-S' .. 40'-10" ,�" 49'-7" 5' - 4" 16'-101/2" 3�� 5'-8" , 3'-0 11'-41/9 .' 7'-6" 1- 7'-7" , 5'_31/2" 20' - 51/9' 21'-1" 4'-81/2' 11'-41/2' '-91/2" 6" " 15'-1'" 9'-11" 12'-4" 9'-9" 8' 8" 11'-0" 10'-4" 41 8' 9 4 I I 4 I 9 4 1 I I S5.2 S5.2 I S5.2 S5 10'-2" 13'-8" SHEATH EXT. WALLS & B'WAYS W/ 9 _ _ _ 7/16 RATED OSB SHEATHING (TYP.) I S5' YS5 J w _ L - ATTACH OSB TO STUDS W/ 1 1 a- � , - - - __ _-_ ------ I p L f------ 1 8d NAILS ® 21/2'oc ALONG EDGES _ `r I -� _� -I r 1 J & 12oc "FIELD" TYP - - - - 1 I L_ I L-I fLi " 1 Go r 4' - 8" 5.I i �i 1 cD III �J \= 00 1I /2 - S5. 4'-6" 8(TYP.) r-n 0 1 1 w U w a- co 0,. Q0 I _ r _ J cc> I V) Sao c0 r I 1 I q\ I '(- r----------n I ---------� I I I d I \ j I I I I to ! •' `• r r_-� i I------------------------i-- - ---� L---------------� I �_ I I I L N N---------------- -� __---------------------� I -- - - i------- -- I I I ----i i----------- -- i 9 a- \ 0= I I to 9 -� .I , I \ 11 I C V I I 5 I 1 1 I I C 1 I I I i I I S5.2 C 4- 1 9 L-------I 1'- 2" I -----� r1 S54 .2 I IIL� rI- 1/" 1' I I I _jI1 II I II I 1 1/" -1/+' 11'-420-7/,1 4/2 S52 I 12-01 35-7 SLOPE - --- .--------- 5 /FT. I---------------------------- - -NE I - I * V I - L-L I � Lr E --- I L ---�- ------------L-1'O3/4' 1 1 - - - - - -�-r I r------- I ---------- - - __ I_I I 10-71/4" L ------L--------2'-11 /2" l + 1IIII 1 /S-8 L.-, OJPI E /FT 5 L ------------- I I -------------------- I - S5.2 C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. o 14'-0" 5'-0" 3'- II I I _ W-111 _ ill, 2 83'-10" 5'-4" 13'-6" 2 2 I I I I - r S5.2 i t i I I S5.2 °' 55.2 U U I I I I I I - --- ----------- I ----�-------------------- � :-------------------------------------- j I----------------- ---- -----, ,-==------------T ----------------------------------=------- --- - r- ' I I 1 I I I 1' I II I I I I I i I� 1 0 I 1 1 I t I r------------------------- ---- -j I r- I " I " N I i I_ I `t 8" 3 -10" 5 - 0 I 15 - 0 r) I I I I I I I t w I ----------- I 13'-6" I I I I 5 I 1 0 I I I III S5.2 I I V-'i 1 I I 1 I I I I :•.X�f IBM I 6x6 WOOD POST NI AB66 POST S5. t C.J. C.J. I C.J. t l I I i C.J. I I I I C.J. I I I I C J. I I I I I I C.J. I C.J. I BASE & THICKENS -0'x2' SLAB 0"x12" THICK / 2-#5 CONT. N I I I 1 I I I I I 1/2" I EA. WAY S5.2 I r J----r- -I J -I r---- - - - - - - - - - - - - - - - - - J1 ( I 3'-10 V 2 I 12'-1 1/4" I I C 4 t t - g ' I I C 4. - 2C1 I I I L----------------- Al :7 9 I 5 t GARAGE -GARAGE IIII1IIIIIIIII - 1II1IIIII! GAR" -A' E IIIItI(IIIII I 1IIII1IILrI A -------------------- 0 T - - --2-0 � -7- -1 /4 00 21 SLOPE o SLOPE 2" 5 w1/g /FT ----------r'--------------1 a_SJ• JV) 5 ----------- S5.4 `�' O D15S--__-_-, 5IN 10'-6" 10'-11S5 S5 q4 -------- --- - - --- 4 S5.2 L -------- ------------- 1'I1IIIIII1I1If -- S58.2 aoI i"cI y II II rII ys5 I --------� o I --------- ---J L_---------------- ------------------1 - � -- -----------------w E------ J II S58 L-------- - - - - - - - �° SLOPE 2" =o `°oi I r I I T_ - - - - - - - - . r = o I o I 1 'bo L, r_ -, w I I i i S5.2 1 i I N L --J I o\ I ! I 1 I I -------- - - - -- IIIIIIJI L w I V) \o0 1 J 1 S5.2 _ _L-----_----_-_-J _ I r_I-'lar U-) 4" CONC. SLAB ON GRADE W/ I L_______ =___J r`1�t lJ I uJ 1-LAYER: 6x6-W1.4xW1.4 W.W.F. I I N in 0 I 0 I g REF. FIN, FLOOR ELEV. = 0'-0" S5 2 1/2" RECESS g I I U' �� I 9 S5. 8 10'-2" [8' 10'-31/ " (RE I 55.2 L L-_ [TJ S5.2 ?HEATH EXT. WALLS & B'WAYS W/ 2 1 8++ _ _ _ /16 RATED OSB SHEATHING (TYP.) 8" 9'-3" 2'-7" 7'-9" ATTACH OSB TO STUDS W/ 8d NAILS ® 21/2" oc ALONG EDGES 8,1 51181, 8' & 12oc "FIELD" TYP 4 S5.2 5'-0" 13'-4" 21'-0" 11,-11" 9'-11" 13'-2" 8'-3" " 11'-4" 37'-2" 5'-0" 3'-0" 51'-3" 00021S21 V1e - v--w ii BLDG. 31'-4" 2" TYPE I - FOUNDATION PLAN SCALE: 3/16" = 1'-0" 48'-6" NOS 1. CONTRACTOR VERIFY DIMENSIONS SHOWN HERE WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 2. ----- : INDICATES INTERIOR GYP. SHEAR WALL. ATTACH GYP. SHEATHING TO INTERIOR PARTY w/ 5d COOLER NAILS SPACED 4 4o.c. AT THE EDGES AND 7"o.c. FIELD, ALL PARTY WALLS THIS BUILDING. J M FLAN N IGAN ek ASSOG'ATEES 6250 SHILOH ROAD, SUITE 210 ALPHARETTA, GEORGIA 30005 PH. (678) 513-4242 4 S5. �4 Q E-1 ro c n z 0 o� �. Q 2 X a a� w O � rn of U ' F4 a' �I �1 00 -"' _ cn z; cn ct N 1") 4 O L4. 1� V leC) c = O .) a po : s c c- o _c 00 a. a SNET TITLE BLDG. TYPE I FOUNDATION SLAIN Y JOB NO.-20060 SHEET PROJ. MCR.-HETT, CHAP I)L.1 DRAM BY-JA,M6,SC CHECXM BY Is] 14 U S5.3 U WOOD ROOF TRUSSES 0 2'-0" o.c. (MAX.) (TYP.) I I I I I C f C 1 I I IIll C I i B I I I 1 i II U 2 2 5 i I i o® 5 S5.3 U 2 10 ® 16' 0. I B y 55.3 I I I U S5.3 C ` 0 1 1, t 1 .- N I-- fS5.1, BB C ---C LPLi B B �- Ir--- C --- I I I (+) I I I I I 11 I I � I I 12 11 I I U I I I I II I I I II I I U) ^ I I I 1 II I I � I I I I tl I I I I I II I I I II I I I B 0 I I I I II I I GIRDER TRUSS p I I II I ILCD U w I I I I I II 1 N I I I II i t E (+) I 110 FLOOR TRUSSES I C 18" FLOOR TRUSSES II 18" FLOOR TRUSSES i l o i _ I------s----------------- ® I I I I I_-_ I -- -- U L-------------C I iI II "C. (MAX.)+ B o.c. (MAX.) ®2'-o.c. MAX.MAIIU m I mv I 1 71 I I -- -- -- r i----------------- � LL Q i"C'IRDER TRUSS ~ v I I II C 5 5.3 C U O r I I I II I O I I II I w I I I jl I I N I I ca U 00 I I ii II I I I I U -1 -- 1-- ,---,---'-------------------r------I.---------------- JI�C----�L-----------JL---------------------------J`----------------- ]------ ----------------------------------- _----- -----_ _- - s - - --- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I (S:5.3 F (+) I II w I I I I I I II N I I 1 1 1 1 II II a I I 18" FLOOR TRUSSES 18" FLOOR TRUSSES I I 18" FLOOR TRUSSES i i 18" FLOOR TRUSSES I I 5 U S5.3 I 0 O' o I i I ® 2'--0" o.c. (MAX.) 11 i I Ii 11i 1[ 0 2-0o.c. (MAX.) " ia V) N ^ <f (+ 2'-0o.c. (MAX.) i " 1 ® 2'-0o.c. (MAX.) B l I N - z: a .3 E U I I I I I F- U GIRDER TRUS is -E - I I - L------- ------------- ® '- (+) (+) I I I I II II orp O [`- --I � I r I i H I I O I I U -- 1 C -- _ m(+) U I I I I N I I I I I II I 14 m m S5.3 I C U �, C U N V) I I I i I I I II !•-- �j I I I I I I I II I I I I I I II 0 II 12 I i I I I I IL----------------- -------------J w ► i t i i r------------ ----- ^ N I I S5.3 I I I I 1 I it 11 I I I I I I I I II m I�S51 ® ----- ----J L- C rs� (+) B r) L------ J L J I I I w C U C I U I I I I I I I 1 I 1 i C C U CCL 0 ti 8 Of (+) _(+) + i t '� F(+) U S5.3 U B H ( ) II fi/AT + iI it II I i Ij + 11 `rS BLDG. TYPE I - UPPER FLOOR FRAMING PLAN - SCALE: NOTE: CONTRACTOR AND TRUSS MFG. COORDINATE TRUSS PLACEMENT WITH MEP DWGS. U C U 3 S5.3 WOOD ROOF TRUSSE ® 2'-0" O.C. (MAX.) COLUMN SCHEDULE C1 1-2x4 W/ KING C2 2-2x4 W/ KING C3 3-2x4 W/ KING C4 4-2x4 W/ KING U C U WOOD ROOF TRUSSES ® 2'-0" O.C. (MAX.) BEAM SCHEDULE A * 2- 2 x 8 COLUMN Cl B * 2- 2 x 10 COLUMN Cl C * 2- 2 x 12 COLUMN C2 D * 3- 2 x 10 COLUMN C2 E * 3- 2 x 12 COLUMN C2 F * 2- 13/4 x 117/g" PARALAM BEAM COLUMN C4 G * 2- 13/4 x 14" PARALAM BEAM COLUMN C4 H * 2- 13/4 x 18" PARALAM BEAM COLUMN C4 J * 3- 13/4 x 14" PARALAM BEAM COLUMN C4 * BEAMS AND JOISTS 0 DECKSS SHALL BE PRESSURE TREATED. NOTE PROVIDE 2-2x4 BLOCKING IN FLOOR SPACE, EACH END OF ALL BEAMS. NOTE UNDER EACH PARALAM BEAM BEARING POINT, PROVIDE 4-2x4 STUDS. NOTE: (+) INDICATES BEAMS LOCATED IN FLOOR SPACE SHEET TITLE BLDG. TYPE I UPPER FLR. FRAm"1NG PLAN 00021S21 3/1 C - 1'-0" J M FLANNIGAN & ,ASSOCIATES 6250 SHILOH ROAD, SUITE 210 ALPHARETTA, GEORGIA 30005 PH. (678) 513-4242 JOB NO.-20060 SHEET PROD. 11GR.-HETT. CHAP IS3.14 DRAWN BY-JA,�Ip,SC CHECKED BY 3 S5 Iu 3 55.3 m N C NOTE• CONTRACTOR AND TRUSS MFG. COORDINATE TRUSS PLACEMENT WITH MEP DWGS. BLru""G, I R 0 04" F F R SCALE: 3/16" = 1'-0" ROOF NOTE: NAIL ROOF SHATHING TO TRUSSES WITH 8d COMMON NAILS ® 4" o.c. AT EDGES AND AT C o.c. FIELD. COLUMN SCHEDULE Cl 1-2x4 W/ KING C2 2-2x4 W/ KING C3 3-2x4 W/ KING C4 4-2x4 W/ KING ., DM SCHEDULE A *2-2x8 COLUMNC1 E3 * 2— 2 x 10 COLUMN Cl C * 2— 2 x 12 COLUMN C2 D * 3— 2 x 10 COLUMN C2 E * 3— 2 x 12 COLUMN C2 F * 2— 13/4 x 11 7/g" PARALAM BEAM COLUMN C4 G * 2— 13/4 x 14" PARALAM BEAM COLUMN C4 {{ * 2— 13/4 x 18" PARALAM BEAM COLUMN C4 * 3— 13/4 x 14" PARALAM BEAM COLUMN C4 * BEAMS AND JOISTS 0 DECKSS SHALL BE PRESSURE TREATED. NOTE PROVIDE 2-2x4 BLOCKING IN FLOOR SPACE, EACH END OF ALL BEAMS. NOTE UNDER EACH PARALAM BEAM BEARING POINT, PROVIDE 4-2x4 STUDS. NOTE: (+) — INDICATES BEAMS LOCATED IN FLOOR SPACE J M FLANNIGAN & ASSOCIATES 6250 SHILOH ROAD, SUITE 210 ALPHARE(TA, GEORGIA 30005 PH. (678) 513-4242 - ap SHEET TITLE BLDG. TYPE ROOF FRAMING Fl , nwwrawwuswww .rmmars JOB NO.-20060 SHEET PROD. 1 BY-J ETT, CHAP w v DRAWNBY-JA,!y4B,SC CHECKED BY 00021S21 3115 136'-0" % U.1- 1 49'-7' ., 40' -10" 45' - S' 4'-8" 13'-8" 10'-2' 21'-1" 20'-5'/2' 5'-,3 7'-7" 7'_61' 3, 5'-6' 3,-O" 161-10 5,-4" 12'-4" 9'-11" 15'-1" „ 3'-9�/" 11'-41/2" I 4'-8J/2, 4 to 10'-4„ , 8 I 4 9 I 4 9 S5.2 VS5.2 S5. I I I I S5.2 _ _ _ j _-- --- � � 4 9 SHEATH EXT. WALLS & 8'WAYS W/ o r - -I S5.2 S5.2 RATED OSB SHEATHING (TYP.) 1 � >" � 1/ RECESS _ rJ U -•1 1 2 ATTACH OSB TO STUDS W/ - r-=-=---_ = �� j=-----_----1 r----- J J ;� ! (TYP.) _ _ 8d NAILS 0 2l/2"oc ALONG EDGES `jo I I I 1 I rJ -� j 1 r___________� �- & 12oc "FIELD" TYP aw I o 1 I ��j L, L4 I o\ 1 I S5.2 FN I r-�------� � w � FQ ! \00 I 1 a I I `t 1 j o r- �I I w I x� p-----_,_. - ----- 52 -I S.! V) r----------� .I V) 1------- I I `bor - - - - - - - - - - - - - - - - - - - -� �--- ------------------------ -----I N I j I I f I j /� �♦ i E-1- r--------------i -�---- L---- --� j I I---------- -___/ \_ __---------------___n 'N r 1 II I I I I I I I --r- (I ---- - 1 I 1 60 9 - S5.2 J r Q � �` I" I 2 1 21 j I 3 ��qq SI) I I I I I I1 ij 55 I I 2 II I I 4 11 4 U SLOPE -2771' •11 0-3 2 12-0/5 L--- I I S5.2 I I I I I I ! j ,��' S i 1/g'/FT. I -------------------- --- I I I I I I I 55.2 _1 _ -1-'-- z-- -�7 I I I U ! I I (I � 55.2 �- --•---------------__-�---_________--_--I r-J I - - -"--------- � I I I I C7 1 j I I L -� I-i cv I 1 J/SLOPE I - - - - - - - - - - - - I 10'-7I1 I ------------ 1-1 4 2'-11 L - - - - - - - jIj IIIII IIIII ,IIIiII U ________ ---- - _j ---_ ---------------.-.-____jIIjI -J /f/gS5.2 - - - 2 - - - - - C.J. C.J. C.J.'llr C.J. C.J. C.J. C.J. C.J. 01 5I(L-' -�"-4"- -3'-5'-Ot 142 13'-6 S5 2 ;rI �- N �n S5.2 L- - - - - - - - - - - - - _-i L-_----------J L - - - - - ---------- -J - - - - L - - - - - - - - - - - - - - - - - - --- a ----------------- �------------------- ------------------_ r------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - :I - -III ------ ----- II II IIj v II III S55_.2___iIIII 1III ---- ------___-----------IIII, II ----- o r--� -- - - - - - - - - - - - I N Tji1fjjjII I 5'-S5O1 .� 2i-'43_'--�10 „ � II_ -sR n. I u _ 11, 'n PH _1 I 0- I o r----------------------- i 13 -6 V) I I 6x6 WOOD PO W/ B66 POSTII BASE & 2'-0 x2'-0" 12" THICK C.J. C.J. C.J. C.J. C.J. C.J.C.J. CJ THICKENED SLABW/ 2#5 CONT. r1EA. WAY I- 2 �/" L12'-1/10_C4-2 C2a-1 ��q II Qr--------------------- I GARAGP GRAG I I III III j I,/GARAGE --�II - - o20'- `•---------------- T S5.2 ! SLOPE 2zo SLOPE 2" 5 �/�/F1 1 55.2 r -------------- Ir S5.2 o � ------------- -------------- `- j 5 v IIII I I II1II -IIIIi U " " -_-I!j I J'�11j I 554S5.2 D 5 j S5.. 22 5 5.2 I 10'-11" 10'-6(14 S5.2 co r-------------- - - - - - - - - S52 4 I - - - - - - - - - - - - --------- RECESS -_---- - - a;L-- L_L_- (TYP.) -- 0 - __ in �2 1 I I SLOPE 2" nw. I F o0 0 L - - - - - - - - -r o I a I 1 I I I I I I S5.2 I � ! I a f 55.2 I I i 1 \ I I I I j O r- �_ __- _ rJ _ 1 1 '� o Fes, i o j"Ir�' ,' I t _•-•---------J S5.2 0 K) __ _ ------ I - - - - - - - 4" CONC. SLAB ON GRADE W/ I w I - u-- -- N 1-LAYER: 6x6-W1.4xW1.4 W.W.F. 8 I ao '� I o A I I I-i �� I 9 I I 9 55.2 I V) ! 9 I REF, FIN, E„QDE EI�EV. SHEATH EXT. WALLS & B'WAYS W/ I_� rJ S5.2 `t 1 S5.2 or RATED OSB SHEATHING (TYP.) - '-_---� i.- g, I 10'-2" ATTACH OSB TO STUDS W/ - 7'-9" 2'-T 10' 8d NAILS C� 2 1/2" oc ALONG EDGES I I - & 12oc "FIELD" TYP 5' 8" 4 S5.2 3'-0" 5'-0" 37'-2" 48'-6' 11'-4' HIM 13'-2" 31'-4' 9'-11" 2" 21'-O" 51'-3" 13'-4" rb"" L D G T "y" P E I RR" E V E R S FU00" U N DATIO IN' P" LAN E21E S SCALE: 3/16" = 1'-O" 1. CONTRACTOR VERIFY DIMENSIONS SHOWN HERE WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 2. - - - - - : INDICATES INTERIOR GYP. SHEAR WALL. ATTACH GYP. 00021S21 SHEATHING TO INTERIOR PARTY w/ 5d COOLER NAILS SPACED 0 4"o.c. r ,, rlp AT THE EDGES AND 7'o.c. FIELD, ALL PARTY WALLS THIS BUILDING. 15 5'-0" J M FLANNIGAN &. ASSOCIATES 6250 SHILOH ROAD, SUITE 210 ALPHARETTA, GEORGIA 30005 PH. (678) 513-4242 0 P i v f' m COr J Q• N � to n i a- G OcD O N ca V O p -.> O- ell I� C� S as `. , 0 -i f' y ��;;��.. SHEET TIT 5y��^q,�y, LE 1a/LDG. `HYPE FOUNDATION PLAN J08 N0.-2006Q� SHEET PR'A ?dCR.-ACTT, CHAP u DRAhiV 8Y-JA,4 iB,SC 1 R CHECKED BY I SZ41 i 2 � VS 5--3C B B I FL C U V LLJ 4 V) - I S N V o O m U 0 0 LZ wl c N r�--------------------------, E �2 U C 5 S5.3 U WOOD ROOF TRUSSES 0 2'-0" o.c. (MAX.) 00021S21 3/16" = 1'-0" C II II II II II II II ¢ if (+) H , II 3 S5.3 OD ROOF TRUSSES ® 2'-0" O.C. (MAX.) co 0 w 0- O u- J V) w ,, fx U a o �I (+ FAO a� C C I i I I I I B i C r U 2 11 I I i 9E9 S5.3 5 U U 1 I I I o ° �I I 5 ------ C S5.3 N A 11 I I 55.3 2 B ' x1 C 1C.C. U --� - 11 i F I 1 55.3 11 1 C C g C --- --- I B LJ �-J C S5. I I II ❑ B------ i --- -- - B----------- I 12 I (+) I —1 1 i t 55.3 I I 1 1 11 1 1 I I I I I I S5. U I II I I I I V)� ---*' I I II I I I w xx I I I I V) <L I i i ck� 1 II 1 1 I I F- U t- I I II I I I I rz o 1 1 II I I I I O o C L`- I U m _J 1 18" FLOOR TRUSSES i i 18" FLOOR TRUSSES C `� 18" FLOOR TRUSSES' 1 'CO N E r) -� ----- L__----_-� �tA 2'-0" o.c. (MAX.) ®2'-0" o.c.� I L-- _- C if '- ® I ------------- I ( (MAX.)) ®2 -0 O.C. (MAX.)I r•-=--------�c�_- I .. - 1I - � III I ^ U 1 1 rr II N------------------I —, I I II II I I I t^- F tl II I I p=_k-- 1 1 11 I I o-- I I I LZ II 10 m I I N 1 1 11 S5.3 1 1 00 II I I I I II j1 i I L------ _JL--- J-c=----J __.-_� _—__—__-.__—_____l—____Z ir-------------- ----r1------------ , r_ -- _ - ---- -- _ ------------------------------------- - _ + I I I I - - O 11 ii i i 6 I I I I I 11 I I I I I I S5.3 II l i it i i w 171 II I I I I I I V) LJ 11 I I I I I I FLOOR TRUSSES 1 18" FLOOR TRUSSES 18" FLOOR TRUSSES I I II 18" FLOOR TRUSSES i I a o ?'-0" o.c. (MAX) I I ®2'-0" i l TRUSS C o.c. (MAX.) I I ®2 -0 MAX.) I 11 I I U(+) 2'-0" o.c. (MAX.) i i o a_- i I I I � I I �_ _ s-c_—�--�-___ to N iGIRDER TRUS I I I I I I I I I I I I I I U m (4 c I I I I I I W 171 I I I t l I I I I I I V) I I ► I I � u I I I I I I v I I I 1 I I I cr o r _ C I 11 I I 1 1 O- Ll 12 � o I i 1 I I 1 I I I I I S5.3 1 1 t� cN I I I ►7 II C F 77 + I U B (+) r5 1 111 _ U S5.3 L__ 1 ++ I I II U I I U U C C C I E C LJ BLDG. TYPE I UPPER FLuur\ FRAMWINIG PLA!"N' SCALE. 3/16 NOTE: CONTRACTOR AND TRUSS MFG. COORDINATE TRUSS PLACEMENT WITH MEP DWGS. - C COLUMN SCHEDULE Cl 1-2x4 W/ KING C2 2-2x4 W/ KING C3 3-2x4 W/ KING C4 4-2x4 W/ KING LIE C U WOOD ROOF TRUSSES ® 2'-0" o.c. (MAX.) (TYP.) C° 1 14 55.3 1-0 BEAM SCHEDULE A * 2- 2 x 8 COLUMN Cl B * 2- 2 x 10 COLUMN Cl C * 2- 2 x 12 COLUMN C2 D *3-2x 10 COLUMNC2 E * 3- 2 x 12 COLUMN C2 F * 2- 13/4 x 117/8" PARALAM BEAM COLUMN C4 G * 2- 13/4 x 14' PARALAM BEAM COLUMN C4 H * 2- 13/4 x 18" PARALAM BEAM COLUMN C4 13/4 x 14" PARALAM BEAM COLUMN C4 * BEAMS AND joisTS 0 DECKSS SHALL BE PRESSURE TREATED. NOTE PROVIDE 2-2x4 BLOCKING IN FLOOR SPACE, EACH END OF ALL BEAMS. NOTE UNDER EACH PARALAM BEAM BEARING POINT, PROVIDE 4-2x4 STUDS. NOTE: (+) - INDICATES BEAMS LOCATED IN FLOOR SPACE J M FLANNIGANASSOCIATES 6250 SHILOH ROAD, SUITE 210 ALPHARETTA, GEORGIA 30005 PH. (6I8) 513-4242 I•Hk�l o z v k .Mrk �' •1.. a o � ' 0 c O ra .2U 1011 v' u o U chi v c V) 2: Ln CN c\I c 1 C= t c == C> a� N coco p N p C I a' v 8 SHE UTIU .�,.�. BLDG. TYPE I UPPER FLR, FUMINO PLAN JC8 NO. —MIN SKEET PROJ. RfCft.-NETT, CHAP, DRAWN BY-JA,MB,SC aCHECKED BY S301 C Ire NOTE: CONTRACTOR AND TRUSS MFG. COORDINATE TRUSS PLACEMENT WITH MEP DWGS. BLDG, TYPE I REVERSE ROOF FRAm"HN'G PL" SCALE: 3/16" = 1'—O" ROOF NOTE: NAIL ROOF SHATHING TO TRUSSES WITH 8d COMMON NAILS ® 4" o.c. AT EDGES AND AT 6" o.c. FIELD. C COLUMN SCHEDULE Cl 1-2x4 W/ KING C2 2-2x4 W/ KING C3 3-2x4 W/ KING C4 4-2x4 W/ KING 3 5.3 U 3 S5.3 E BEAM SCHEDULE A * 2— 2 x 8 COLUMN Cl B 2— 2 x 10 COLUMN Cl C 2— 2 x 12 COLUMN C2 D * 3— 2 x 10 COLUMN C2 E * 3— 2 x 12 COLUMN C2 F * 2— 13/4 x 117/," PARALAM BEAM COLUMN C4 G * 2— 13/4 x 14" PARALAM BEAM COLUMN C4 H * 2— 13/4 x 18" PARALAM BEAM COLUMN C4 J * 3— 13/4 x 14' PARALAM BEAM COLUMN C4 * BEAMS AND JOISTS CEP DECKSS SHALL BE PRESSURE TREATED. NOTE : PROVIDE 2-2x4 BLOCKING IN FLOOR SPACE, EACH END OF ALL BEAMS. NOTE ; UNDER EACH PARALAM BEAM BEARING POINT, PROVIDE 4-2x4 STUDS. NOTE: (+) — INDICATES BEAMS LOCATED IN FLOOR SPACE J M FLANNIGANASSOCIATES 6250 SHILOH ROAD, SUITE 210 ALPHARETTA, GEORGIA 30005 PH. (678) 513-4242 oil, rl m z. P'� C O U CL it y c 0 C8 o V Gl Q ,X l° U � J W CJ � � - Q q� V v 4 U 0 V SY 00 0. k� 0 �I r } y m ', N I C--1M V N O t G V U (;u ; a e CI `�D cj w 4-4 0 cd +sserno.tcam.:�c.. •aw�a+u++rsw+w+a+�vua�aw SHED 'n U BLDG. Y I ROOF FRAMING PLAN JOB NO.-20060 SHEET PROJ. MCR.-HETT, CHAP, DRAWN BY-JA,M9,SC oCHECKED BY siro 1 p 00021S21 3/16" = 1'-0" 105'-8" 54'-3" 1'-10" ' 5'-O" 13'-4' 2l'-0" I 11'-11„ Is 1 '-0" 5'-0" '-0" - 22'-1" 15'-0" 6,_4!0 8.-p„ 8'I 10'-2„ 10'-31/" 11'-p„ ,! 13'-10„ 2 I 4 55.2 RECESS 4 9 - - (TYP.) S5.2 S5. 1 0 9 r J--------- L, - ��, 6'-2" j S5.2 j � I ___- _-___, S5.2 S5.2 i o\ i 1 r N -n 5 S5.2 a I I _ 1 0 co 1 I 1 wr-----------i i I 6 of tt vwi '�•°L i I 1 1 i - - 1 1 __IN � ° 20 II _ � 5 10'-6" 10'-11"" L S5.2 I S5.2 ® 2 �� D""aG. v 21 -0 i 3 -10 ----------------fi 1 I 1 i 1 6'-61/4„ 19'-51/2„ '-4.1/" - I - - - _ rr- N 1 ----- -� 5 I j �"'------- ------TVT r----L ---- - \ NL____--- I SLOPE 1 i I o I I I o _ _ S5.2 , L._ �-I 55.2 I ____ ___________ ____ Ii SLOPE ; t 4 ---------- -------- - I I I / 0o I ! I - - - - - - - - - - - ----� _ _ J� �� - - - - j 8„/F7.1 S5.2 _ �---- ------------------------- I------I ------------------- I _ L-- C.J. C.J. C.J. -i ----------------------------- / C.J. - 9 - -- I II �I C.J. I j 0 r `n 3'-10" 5'-0" 15'-0" "t 1 I 1 2'-0"x2'-0"xl2" (THICK) o I v 2 I I THICKENED SLAB W/ 2-#5 2 S5.2 55.2 S5.2 1 i v CONT. EA. WAY S5.2 i 1 -----1( I S5.2 F- _________________ ___�.________ - - _________________________-__ �__ _-_-------_ -_--.-....__-_-1 - - - - - - - - - - - - - - - - - - - - - - - - ------------------------ ----- --- I ------------- I -- ---- - 1 -- ------ L- ------------------- _---------------------� ----------- -- ! 1 f I------ i -i--- i -T -� -i NN " 3'-10" 5'-4" i 13'-6" it I i I i ° r_ i i I I 1 Q S5.2 C.J. I C.J. C.J. j) I C.J. I I I I C.J. - - I i C.J. G.J. 1 9 J J- --- -_-_ ---------------� ---Fr 1 - 5 S5.2 2 ----------------55.2 11I1I1II ((� II1I1IIiI !IIr -I-,Iii i1IIII IIIIIII iI►II!i 11iIIII V " 1III i111I1 - j SLOPE i 3'-10r12'-1 GARAGE GARAGE --------------- I1 r - - - - - - - - - - - - L E----------4-1 ----I w 5 -------------- I1III°!11� _/4'I1.iI1 t I I i11 S5.2 �j III III °- V 55.2 1I V-) °---------------------- - - - SLOPE I 9 V) U - 5 c51 '-/5.2 i 11'-6/8/FT. I I I 2 ° L--- - - - - - - - - - - - - - - - -- - -----° 1 C I in 1 S5.0 r - - - - - - - - - - - - - - - - - - - - - - - - - - ---- -------- N I L ___ �_I it I T I I I 1 i I I I 1 I I I i I__...._ L----------- - - - - - - L --- --- 1 I ( I I I I cy I 1----------___1-I---------------- -� i ( I °\ 1 I --J L--I I i SLOP 1 a "' � g 1 0 ° 55.2 0 a L---1- 1-----� 21/ „� o ' S5.2 _ g ---__- - - - - - - - - - - - -----I I\ I I 2 _ �- I 1--- / L � 1 S5.2 I -I ('-- 1 -------� . I I I coai ,� I 9 4 4 _----_ --J - U J _ I g I----- N, -� 1 w S52 I 55.2 . I S5.2 55.2 I p; I 9 0 RECESS 4 i ' 10'-4" 4 " (TYP.) I S5.2 �.� r� S5.2 8„ 8„ - I - I 8„ - L _ =_ - 4" CONC. SLAB ON GRAD W/ an,f` 9 -3 10 3 12 �' 7 -9 1-LAYER: 6x6-W1.4xW1.4 .W.F. "`- 4'-81/2' 11'-41/2„ '-91/2' - � 4 F FIN FLOOR ELEV.- ' - 6„ S5.2Zoe 6" I I 8" 6' - 5" 8" 5'-4" 161-101/2' 3'f 5'-8" 3'-0" 11'-41/2' 9'-11" 13'-2" 8'-3" 11'-1" 10'-8" 45'-3" 31 4" r 46'-6" 123'-5" NOTES: 1. CONTRACTOR VERIFY DIMENSIONS SHOWN HERE BL � � �Fj-u"U'ik\l'r'u"'ATiru""'I"N' WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. PLAIN 2. - - _ - -- - : INDICATES INTERIOR GYP. SHEAR WALL. ATTACH GYP. 00021S21 SCALE: 3/16' = l'-O" SHEATHING TO INTERIOR PARTY w/ 5d COOLER NAILS SPACED 0 ,1"o.c. 3/1 s" 1'-U' AT THE EDGES AND 7'o.c. FIELD, ALL PARTY WALLS THIS BUILDING. 0 - 8 55.2 I 2u n a 55.2 co Fb to SHEATH EXT. WALLS & B'WAYS W/ 7/1 s' RATED OSB SHEATHING (TYP.) ATTACH OSB TO STUDS W/ 8d NAILS 0 21/2"oc ALONG EDGES & 12oc "FIELD" TYP SHEET'nu BLDG. TYPE 11 FOUNDATION PLAN JOB NO. -MO SHEET � J M F LA I ASSI TES PROW. BY.-HETT, tAP K12 UDRAWNBY--JA,lJ6,5C 6250 SHILOH ROAD, SUITE 210 CHECKED BY ALPHARETTA, GEORGIA 30005 PH. (678) 513-4242 WOOD ROOF TRUSS 0 2'-0" o.c. (b (7 U C BLDG, TYPE UPPER FRAMII"N'G dwimil • p NOTE: CONTRACTOR AND TRUSS MFG. COORDINATE TRUSS PLACEMENT WITH MEP DWGS. C COLUMNSCHEDULE C1 1-2x4 W/ KING C2 2-2x4 W/ KING C3 3-2x4 W/ KING C4 4-2x4 W/ KING ) ROOF TRUSSES —0" o.c. (MAX.) i c BEAM SCHEDULE A * 2— 2 x 8 COLUMN Cl B * 2— 2 x 10 COLUMN Cl C * 2— 2 x 12 COLUMN C2 D * 3— 2 x 10 COLUMN C2 E * 3— 2 x 12 COLUMN C2 F * 2— 13/4 x 11PARALAM BEAM COLUMN C4 G * 2— 13/4 x 14' PARALAM BEAM COLUMN C4 H * 2— 13/4 x 18" PARALAM BEAM COLUMN C4 J * 3— 13/4 x 14" PARALAM BEAM COLUMN C4 * BEAMS AND JOISTS m DECKSS SHALL BE PRESSURE TREATED. NOTE ; PROVIDE 2-2x4 BLOCKING IN FLOOR SPACE, EACH END OF ALL BEAMS. NOTE : UNDER EACH PARALAM BEAM BEARING POINT, PROVIDE 4-2x4 STUDS. NOTE: (+) INDICATES BEAMS LOCATED IN FLOOR SPACE J M FLANNIGAN & ASSOCIATES 6250 SHILOH ROAD, SUITE 210 ALPHARETTA, GEORGIA 30005 PH. (678) 5-13-4242 O 1 C A 2 0 U 1((9911.l.-1 u L. U i VO! i4 i� O U x U O CL W =� J Q O V U r r� U U. U! u a 0 Q: o M cn ^J 6� Coto Coto N F O Q' <r � n C O C ro <� O CN -c s cd cr) 0 w' 0 co 0 SHEET TITLE L. TYPE 11 UPPER F o FIRAMRIG PLAN JC0 NO.-20060 SHEET ROJ. taut.,MCHAP D, ZAVPN BY—JAJAlUB,SC CHECIED BY IS31,2 10021S22 PC = 1'-0" i0 - I r It r 8 S5.2 xfi SHEATH EXT. WALLS & B'WAYS W/ 7/1g' RATED OSB SHEATHING (TYP.) ATTACH OSB TO STUDS W/ 8d NAILS CAA 21/2'oc ALONG EDGES & 12oc "FIELD" TYP 105'-8" 54'-3" 1'-10" 5'-0" -O" 5'-O" '-0„ 11'-11" 21'-O„ 6'-4' 15'-0" 22'-1„ 10'-3�/" 'f 10,-2" 13'-10" 4 RECESS S5.2 4 9 (TYP.) I I S5.2 55.2 - � - - - 1 I I g rJ L; 0 1 ' 6'-2" - - - - - S5.2 f w I I 55.2 55.2----- I------� 1 1 I J N t_� o S5.2 S5.2 1 N w ' x � 6------------I rn1 0 I S5.2 - - -_ "I x I I I I _ _ __ - I � I ' 14I I ;- V) I o _- - - - - - - - - - - - - - - - - - ol - - - - - - - - - - - La - 1 __� { ------ ----, - - r------ I-- - `---1---------- r--------- I 4 rJ II II L II $5.2 I I 5 ci II 11 v O I S5.2 10'-0" 5 i.___-___I SLOPE 11 °o „------- " q S5.2 4 3'-10 (' __a 21'-0 0 i I (� 2 i �----I '/a /,�-; _ S5.2 1 D2-2 II II S5.2 r ----------------------i--------y----------------___l - ,_41/" 19'-51/2' 6'-6�/4 ' _ - - - I I - 9 I----------------j xN �N L-- - - - - - - - - - - - - r----f I 1 0 I I I I �5.2 i SLOPE t I I 5 _ r- _ I x J I`- _ __ I 55.2 _1 -I- _- II _ M _ 1 4 �. I ",r - L------------------ --1 I I zo ----- I '/8 / I J I `� I S5.2 ------------------------- ----�--------------- - ----- r-------, j - _�_� I �--------------------- I -----__ - - I - - - ----J t I I I I I L---- -� - - - I ---------- --� r------- C.J. C.J. I ---� 1----------- ------------ ------ J I I C.J. I - _ _ I C.J. I C.J. II II x I I I II 11 � I 1 1 13'-6" 0 I 5'-0" I 15'-0" 1 5'-0" jol� 1 0 2'-0" x2'-0" x12" (THICK) I I 11 -, 2 v I 1 13'- '° I 55.2 2 v THICKENED SLAB W/ 2-#5 1 I 0 S5.2 I CONT. EA. WAY I S2 II II I 5,I I S5.2 1 I S5.2 I ------- -----_._..---- ------ ---- -- +----------------i--T---------------! r------------------_--.---- ----I i r------------------------------------- ----- L-------------� - - --- I ! I-------- T- -I '- I 4 I �_ --� 1 o 3'-10„ 8" ---------------- I t I ,I� I I 1 1 a 1 I 1= o U I ES5. 2I3I _ I 6'-3 /� 1 I 1 I C.J. i l i C.J. C.J. C.J. ! __ C.J. C.J. I I C.J. I 1 I I I f 5 S5.2 L^ 1 L �' C� 1 I I I I I I 2 S5.2 r----------------- I I I I D2aSLOPE I I I I 12 -1/�° I 'j-10�/2' I (I S5.2---__-----`- - -- - -- I I SLOPE I I , GARAGE I I GARAGE I I I I I I (I ,-------- ---- -�- I i i I '/ I/ r- �- _ I L_ - - J L---I r� ------------� _ I _ t I I I -a I f 5 � 1 I i i i i t II---------------- L - 1 1 I S5.2 O I I I( I "<vl I L I 5_ Al I S5. I I c. I S5.2 I I I 1 I II 6�/4" U 11'-4�/2„ I J 1 1 I 1 I C I I r----- 1 I I 2 ' 1 I I '-I- I I 5 2 -' I �I C j -------- ------ I I I S5. CU -I- 1 1 I I I I I i' I I II RECESS i------- -- I 1 1 I I I I I I I I I I I I I 11 (TYP.) I I I I I I I II I -L r --------- --- --- -- ' "_ 1 SLOPE I 1 r __ I I I ! N 1--- -------� I 1\ GARAG I I I ' I ��--------� i j j l l 1 w xo I I _I - I O 1 I_---- ------------ ----- -- 8 07 e t o C° -) I _ f I 1 J 1 S5.2 I J g co ---I r I i w r- --I r �-----------� ' o0 o I p '� I L______ ___ J S5.2 1 S5.2 _ _ - - I I - I 7` - 1 I I �n j L v7 ro° I x� I 55.2 �----,r--�-"I I 4 u �I-, L- ____- __� I 9 Qom- 4 `y S5.2 -2-) I S5.2 o I a r I g ( ( 4 I I I I �� T. S5.2 55.2 I 4 2" 10'-4" 8" I I 8" fi 4' C NC. SLAB ON GRADE / 7,_g" g3 2�_7" 10'-3" '_., 8' _ W31_91/ it 11'-4�/2„ 4,_81/2" 18,-0" 1- ER: 6x6-W1.4xW1.4 W.W.F. 4 I REF. FIN FLOOR F�LEV. = 0' I I .. 11-4 13'-2" 9'-11" '�/2, „ 16'-10�/2' 5,-4„ " 10'-8" 11'-1" 8'-3 3 -0" 5'-8" 3'-0 Nil 31'-4" 45'-3„ .. 46'-6" 123'-5" 0TESo 1. CONTRACTOR VERIFY DIMENSIONS SHOWN HERE WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. BLDG, TYrF*"E 11 R"EVERSE F ur" U IN'D AT 10 'N'' PLAN 2. - - - - : INDICATES INTERIOR GYP. SHEAR WALL. ATTACH GYP., SCALE: 3/16" = 1'-0" SHEATHING TO INTERIOR PARTY w/ 5d COOLER NAILS SPACED ® 4 o.c. AT THE EDGES AND 7'o.c. FIELD, ALL PARTY WALLS THIS BUILDING. SHEET TITLE L. TYPE 11 FOUNDATION PLAN JCfl NO.-20060 SHEET PROJ. MGR.-NETT, CHAP J M L I ASSOCIATES CHECKED $YA,'JB,SC KIN 6250 SHILOH ROAD, SUITE 210 ALPHARETTA, GEORGIA 30005 PH. (678) 513-4242 21 0 v0 � S=- 1 �-0"_ WOOD ROOF TRUSSES 0 2'-0" o.c. (MAX.) (TYP.) U C 2 55.3 c I I li sl T— C BLDG. TYPE II REVERSE — UPPER FLOOR"' FRAMING PLAN SCALE: 3/16' = 1'—O" NOTE: CONTRACTOR AND TRUSS MFG. COORDINATE TRUSS PLACEMENT WITH MEP DWGS. C 2 O X D B U C =1 L \cll COLUMN SCHEDULE Cl 1-2x4 W/ KING C2 2-2x4 W/ KING C3 3-2x4 W/ KING C4 4-2x4 W/ KING NOOD ROOF TRUSSES 0 2'-0" o.c. (MAX.) (TYP.) U BEAM SCHEDULE A * 2— 2 x 8 COLUMN Cl B * 2— 2 x 10 COLUMN Cl C * 2— 2 x 12 COLUMN C2 D * 3— 2 x 10 COLUMN C2 E * 3— 2 x 12 COLUMN C2 F * 2— 13/4 x 11 7/g' PARALAM BEAM COLUMN C4 G * 2— 13/4 x 14" PARALAM BEAM COLUMN C4 H * 2— 13/4 x 18" PARALAM BEAM COLUMN C4 * 3— 13/4 x 14" PARALAM BEAM COLUMN C4 * BEAMS AND JOISTS 0 DECKSS SHALL BE PRESSURE TREATED. NOTE PROVIDE 2-2x4 BLOCKING IN FLOOR SPACE, EACH END OF ALL BEAMS. NOTE UNDER EACH PARALAM BEAM BEARING POINT, PROVIDE 4-2x4 STUDS. NOTE: (+) INDICATES BEAMS LOCATED IN FLOOR SPACE J M F L NNI AN ASSOCIATES T 6250 SHILOH ROAD, SUITE 210 ALPHARETTA, GEORGIA 30005 PH. (678) 513-4242 q 4 •ai O a, „ o l U Q o MIA 00 "col ti U � l� S O J Q' Q h "r,") cn C'4 N i' cvi ti 'd' ID ` c� a o v W �j O 00�C1 kleA cd x 0 co "' cn. 4) w 0 ,M'0'' 57HEET TITLE BLDG. TYPE II UPPER FLR. FRAIIsN PLANT JOB PLO.-20060 SHEET PROD. MICR.-HETT, CHAP DRAWN BY-JA,MB,SC IS3,23 ' CHECKED BY 00021S22 3/1 C = 1'—Y' C C NOTE. CONTRACTOR AND TRUSS MFG. COORDINATE TRUSS PLACEMENT WITH MEP DWGS. L D G TY F-j" E I I RZER S E # LAN SCALE: 3/16" = 1'—O" .ROOF NQIE NAIL ROOF SHATHING TO TRUSSES WITH 8d COMMON NAILS ® 4" o.c. AT EDGES AND AT 6" o.c. FIELD. COLUMN SCHEDULE Cl 1-2x4 W/ KING C2 2-2x4 W/ KING C3 3-2x4 W/ KING C4 4-2x4 W/ KING u m .f 3 S5.3 BEAM SCHEDULE A # 2- 2 x 8 COLUMN Cl B * 2- 2 x 10 COLUMN Cl C * 2- 2 x 12 COLUMN C2 D 3- 2 x 10 COLUMN C2 E * 3- 2 x 12 COLUMN C2 F * 2- 13/4 x PARALAM BEAM COLUMN C4 G 2- 13/4 x 14' PARALAM BEAM COLUMN C4 H * 2- 13/4 x 18" PARALAM BEAM COLUMN C4 J * 3- 13/4 x 14' PARALAM BEAM COLUMN C4 * BEAMS AND JOISTS 0 DECKSS SHALL BE PRESSURE TREATED. NOTE PROVIDE 2-2x4 BLOCKING IN FLOOR SPACE, EACH END OF ALL BEAMS. NOTE UNDER EACH PARALAM BEAM BEARING POINT, PROVIDE 4-2x4 STUDS. NOTE: (+) - INDICATES BEAMS LOCATED IN FLOOR SPACE J M FLANNIGAN & ASSOCIATES 6250 SHILOH ROAD, SUITE 210 ALPHARETTA, GEORGIA 30005 PH. (678) 513-4242 "t 'o ,�. ., c 0 O 7 Q5 C JL a. a� c� { vj v chi ra. ra- n a vi N tollco N CD � p'tV to ..� sir V � � • Co CD C C. 00 � o coma- r� cn. ! r . 96 Vl �• w V V U SHEET THLE BLDG. TYPE 11 ROOF FRANIING PIAN XB N0.—MO SHEET RAW BY— lNETT, CHAP DSUSDRAWN BY—JA,�{B,SC CHECKED BY 00021S42 3/1(r 136'-0" 45' - 3" 40' -10" „ lip 5'-4" 16'-101/2' 3'-0" 5'-6' 3'-0" 11'-41/2» �, 7,_6„ 7,_7., I 5'-31/2„ 20'-51/2' 4'-81/2" i 11'-41/2' I ,-g1/2, 6» ,i 15'-1" 9 11„ ?If- 4'-8" 01 12'-4" 01 'HEATH EXT. WALLS & B'WAYS W/ " 10'-4" 41�1 " 8 7 -3 5 -4' 9'-9" �8' 1 1 0 t RATED TST p 036 BSHEATHING (TYP.) Ilk RECESS ATTACH OSB 0 55.2 I 1 1 I 8d NAILS 0 21/2'oc ALONG EDGES I I I 4 g 4 9 (TYP.) & 12oc "FIELD" TYP 4 - -_- ---- - - S5.2 `S.2 1 I S5.2 S5.2 r S5.2 I J w I I I 0- 0 \ L� - - ^I ------------- 1=------- -----1 - � I � �co -1 r--- -1 J L J ��+ o LI 1 o I � S5.2 1 I 9 I I cv I w I 4'_6„ w 00 Q�� 0 I I S5.2 i p I S5.2 -" x I S5.2 I------� �----I vJi I V) r • -----co i- - - - - - - - - - - - --------- - - - - - - - - �--_-------•-----•---••---t I N ivr- - - - - - - - - - - - - - - - - - - - - - -� -- - -- -----1 - ----+ I I L - ---- -------r- - LTJ I I _L I N �~ I II I I 1 I ire j I I I II O f 0j 4 9 ram' I I1 I I I I I I 11 C4 I to \ S5.2 ,,r�•�►► I I I I I I N L I I 5 I II I \ I I I i.r 1" 1 11 1 5 I I I I I �` I I I S5.2 I I 11 -4/ 11 -6/ 1 ---� 2 I S5.2 I I I I I I I I 12'-01/q" 11'-31/2' S,_71/2, 20'-73/4" L_------1 �1 2 I I 5 I I 2 I I I I c� I I I I I ~ 11 � ---------- ------ r I I 11-------------- - r -► I L-� �-•--------- ------ -I S5.2 -1 I I1 � S5.2 I 1 I I � 1 1 I (1 �' I -- N--r ___ - a a r---------------� I I I I L-1- I I I 1-------------- - -- - - _ I �)N r-J �---� 1- IT - --------- ------I I L------------ -+ _ I 3 I ,I 1 » 1 1 I I » 1 - - - - - ❑1 F- �- -r- -__- - - 1 - I_ I L--- ---- ---- .1 R I_J - 11 0 /4 1 3 I-10 / ( 14 4 / 11--_-�__-- __--- 1SLOPE I I I A t- - - --------------- 2 2 1 I I -- -- - 1 I�--;------ to 1 1 1 L - -- - �' L-------------- � � I I i- i � I 1 I I I N __ � 1� SLOPE I _ I� . I t- ;� I 1 I (- \N I I I I � 1 � I I 2 5 L -------------- LI- �- I -�-- ` rL 5 _ 11 I I I I 1 1 1 1 1 _ �---- 1 1 C.J. C.J. i I 1 I C.J. I 1 C.J. 1 1 ¢ C.J.- I I 1- - 1 ' cv „ { 3 10 5 4 1 13' - 6" 2 I I 1 0 Z',, a, I I I I I 14' -0" I 5' -0" 3' - 6" 8' N 3'-9" I ~ S5.2 1 i I S5.2. I I i I I I 2 S5.2 I I I 11 I F 1 I I I I I I __________J ------� ___-- --- L--------------- - --- L------------- ----------------------------- ----- ________ ------ .�_____-._-.___-- _______________________________..-____________________-_ c° r-----�------�T-------------------� -1 (- r �(-- f I I I I I I I "i 3'-10" 5'-0" I 15'-0" II I I I I 11 v i `N 1 v I1 I I I I I _ i 13 6 I Ln 5'-4' 13'-1.0" ' c� I � 1 1 v I I I I I 11 C.J. _ __-� L - I C.J. C.J. II I I I C.J. C.J. I r----------- I--------� j 13' 101�" j 12' 1 1/" I �N r-------- ----- -- _' I I I 4 Ln - 2 _ 4 I I I I 9 1 I I L------------------- --t - - I o- I I �---� 55.2 I I I I II ----- - I I I I L--------------J --- ------------ -I -__-------- - - -1 ; SLOPE I 35.2 0 I I - - - - - -- ------ I I I 1 - - 1 •- T 1 1 f 1 r F N 5 -1 r 1 I �� I 1 ! 1/ " FT.1 60 I I SLOPE I I r - ----------- Lj \ I I I I I I I I - -�- - ------------ �---------------- - - J ---a 8 / I N 55.2 I I I ! I I I l � 1 1/ „/ I 1 I -I 5 I( I I I I I 1 r________________ _ t _ _ N �I FT. 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FLOOR ELEV. = 0'- " 2 4 " 10'-4" 0, _ 2„ 10' - 31/2' (TY .) �2 12'-r 7'-9" oo 3'-91/ " 1 1'-41/2„ 4,-81/2„ 4'-6" 5'-0" 13'-4" 21'-0" 1 1'-1 1 ' ' 9'-1 1" 13'-2" 8'-3" 1 1 4 /2' L3 0" 1, i3 5 -8" -0" 16 -10 /2 5 -4 4'-6 n 51'-3" 31'-4" „ tv 137-2" BLDG, TYPE Fu"`U1N`DAT1u`1N' P SCALE: 3/16' = 1'-0" 00021S23 45'-3" i QTES 1. CONTRACTOR VERIFY DIMENSIONS SHOWN HERE WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 2. - - - - - : INDICATES INTERIOR GYP. SHEAR WALL. ATTACH GYP. SHEATHING TO INTERIOR PARTY w/ 5d COOLER NAILS SPACED ® 4"o.c. AT THE EDGES AND 7"o.c. FIELD, ALL PARTY WALLS THIS BUILDING. I _. -. - 9- M. fi SHEET TITI F BLDG. TYPE Ill: FOUNDATION PLAN V M F L. N N I G A N & ASSOCIATES JOB N0.-20060 SHEET PROD. Y- k7 NETT, CHAP S2o3 Sri 6250 SHILOH ROAD, SUITE 210 DRAWNBBY-JA,b113,SC ALPHARETTA, GEORGIA 30005 CHECK© BY PH. (678) 513-4242 C WOOD ROOF TRUSSES ® 2'-0" o.c. (MAX.) (TYP.) C IN C C BLDG. TYPE III - UPPER FLOOR FRAMING PLAN. SCALE: 3/16" = 1'-O" NOTE: CONTRACTOR AND TRUSS MFG. COORDINATE TRUSS PLACEMENT WITH MEP DWGS. \illll�� COLUMN SCHEDULE Cl 1-2x4 W/ KING C2 2-2x4 W/ KING C3 3-2x4 W/ KING C4 4-2x4 W/ KING U WOOD ROOF TRUSSES ® 2'-0" o.c. (MAX.) (TYP. ) BEAM SCHEDULE A * 2- 2 x 8 COLUMN Cl B * 2- 2 x 10 COLUMN Cl C * 2- 2 x 12 COLUMN C2 D * 3- 2 x 10 COLUMN C2 E * 3- 2 x 12 COLUMN C2 F * 2- 13/4 x 117/g' PARALAM BEAM COLUMN C4 G * 2- 13/4 x 14" PARALAM BEAM COLUMN C4 H * 2- 13/4 x 18" PARALAM BEAM COLUMN C4 J * 3- 13/4 x 14" PARALAM BEAM COLUMN C4 * BEAMS AND JOISTS ® DECKSS SHALL BE PRESSURE TREATED. NOTE PROVIDE 2-2x4 BLOCKING IN FLOOR SPACE, EACH END OF ALL BEAMS. NOTE UNDER EACH PARALAM BEAM BEARING POINT, PROVIDE 4-2x4 STUDS. NOTE: (+) INDICATES BEAMS LOCATED IN FLOOR SPACE J M FLANNIGAN & ASSOCIATES 6250 SHILOH ROAD, SUITE 210 ALPHARETTA, GEORGIA 30005 PH. (678) 513-4242 Rol SHEET 'nu BLDG. TYPE III UPPER FLU. FRYING PLAN JOB NO.-20060 I SHEET PROD. IACR -HE B: CHAIS3*%Jsj ORAwN BY-JA,AiBSCCHECKED BY' c 3 S5.3 Is W, se Lo] C CONTRACTOR AND TRUSS MFG. COORDINATE TRUSS PLACEMENT WITH MEP DWGS. BLDG. TYPE III — ROOF FRAMING PLAN ROOF NOTE: NAIL ROOF SHATHING TO TRUSSES WITH 8d COMMON NAILS 0 4" o.c. AT EDGES AND AT 6" o.c. FIELD. `/h. COLUMN SCHEDULE Cl 1-2x4 W/ KING C2 2-2x4 W/ KING C3 3-2x4 W/ KING C4 4-2x4 W/ KING BEAM SCHEDULE A * 2- 2 x 8 COLUMN Cl B * 2- 2 x 10 COLUMN Cl C * 2- 2 x 12 COLUMN C2 D * 3- 2 x 10 COLUMN C2 E * 3- 2 x 12 COLUMN C2 F * 2— 13/4 x 11 /g" PARALAM BEAM COLUMN C4 G * 2— 13/4 x 14" PARALAM BEAM COLUMN C4 H * 2— 13/4 x 18" PARALAM BEAM COLUMN C4 J * 3- 13/4 x 14" PARALAM BEAM COLUMN C4 * BEAMS AND JOISTS ® DECKSS SHALL BE PRESSURE TREATED. NOTE : PROVIDE 2-2x4 BLOCKING IN FLOOR SPACE, EACH END OF ALL BEAMS. NOTE : UNDER EACH PARALAM BEAM BEARING POINT, PROVIDE 4-2x4 STUDS. NOTE: (+) - INDICATES BEAMS LOCATED IN FLOOR SPACE J M FLANNIGAN & ASSOCIATES 6250 SHILOH ROAD, SUITE 210 ALPHARETTA, GEORGIA 30005 PH. (678) 513-4242 M, v SHEET TITLE BLDG. TYPE III ROOF FRAMING PLAN JOB N0.-20060 SHEET PROD. MCR.-HETT, CHAP S4.3 eDRAWN BY-JAM6,SC CHECKED BY %3 00021S21 311 C" = 1 '-0" GENERAL NOTES 1. DESIGN IS IN ACCORDANCE WITH THE STANDARD BUILDING CODE 1997. 2. DESIGN LOADS ARE AS FOLLOWS: ROOF DEAD LOAD SEE TRUSS NOTES ROOF LIVE LOAD SEE TRUSS NOTES FRAMED FLOOR LIVE LOAD 40 PSF UNITS FRAMED FLOOR DEAD LOAD WIND LOAD 3. MATERIALS ARE TO BE AS FOLLOWS: STRUCTURAL STEEL STRUCTURAL BOLTS ANCHOR BOLTS WELDED WIRE FABRIC STRUCTURAL TUBING FRAMING ANCHORS EXPANSION BOLTS TIMBER STUDS OSB CONCRETE CONCRETE BLOCK MORTAR REINFORCEMENT VAPOR BARRIER GROUT 60 PSF PRIVATE BALCONIES 25 PSF 100 MPH/20.4 PSF MIN �c 27 PSF MAX BASIC ASTM A36 ASTM A325 (U.N.O.) ASTM A307 ASTM A185 ASTM A500, GRADE B (Fy=46 KSI) TECO, SIMPSON OR EQUAL HILTI QUICK BOLTS OR APPROVED EQUAL #2 SOUTHERN YELLOW PINE (KILN DRIED) U.N.O. SEE STUD SCHEDULE RATED OSB SHEATHING EXPOSURE 1 Vc = 3000psi 0 28 DAYS ASTM C90 C-270, TYPE S, 1800psi ASTM A615, GRADE 60 6 MIL POLY 5000 psi, NON SHRINK 4. FIELD VERIFY ALL EXISTING CONDITIONS ABOVE AND BELOW GROUND PRIOR TO FABRICATION AND CONSTRUCTION. 5. DESIGN SOIL BEARING PRESSURE IS ASSUMED TO BE 2500 psf. THIS VALUE IS TO BE FIELD VERIFIED BY A QUALIFIED SOILS ENGINEER PRIOR TO CONCRETE PLACEMENT ALL RECOMMENDATIONS OF REFERENCED REPORT SHALL BE FOLLOWED. 6. ANY FILL BELOW INTERIOR CONCRETE SLABS ON GRADE AND ANY FILL WITHIN 10'-0" OF BUILDING LIMIT SHALL BE AS DETERMINED BY THE GEOTECHNICAL ENGINEER. ALL FOOTINGS SHALL BEAR ON ORIGINAL UNDISTURBED SOIL OR CONTROLLED FILL. 7. UNLESS NOTED OTHERWISE, ALL INTERIOR AND EXTERIOR SLABS ON EARTH, INCLUDING STEPS, SHALL BE 4" THICK REINFORCED WITH 6/6x10/10 W.W.F. PLACED 2" DOWN FROM TOP OF SLAB - LAP W.W.F. ONE SPACE ALL SIDES AT SPLICES. 8. ,'C.J. ON SLAB AND FOUNDATION PLAN INDICATES A KEY -FORMED CONSTRUCTION JOINT OR SAW -CUT CONTROL JOINT IN THE CONCRETE SLAB ON GRADE. SAW -CUT JOINTS, IF USED SHALL BE 1 /8" WIDE X 0.25 SLAB DEPTH DEEP AND SHALL BE INSTALLED WITHIN 24 HOURS OF SLAB PLACEMENT. "C.J.'S" ARE TO DIVIDE THE SLAB SUCH THAT CONCRETE WITHIN "C.J.'S" IS NO GREATER THAN 30'-0" IN EITHER DIRECTION. 9. PROPORTIONING OF REINI-0 ,CED CONCRETE MEMBERS AND THEIR STEEL REINFORCING ARE BASED ON AN ULTIMATE STRENGTH DESIGN IN ACCORDANCE WITH "BUIU.,: ,`:G CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-8 3). 10. ALL CONCRETE SHALL BE CLASSIFIED AS NORMAL WEIGHT WITH A UNIT WEIGHT OF 145 PCF. 11. CONCRETE MEMBERS SHALL NOT BE LOADED UNTIL THE CONCRETE DESIGN STRENGTH HAS BEEN ATTAINED. AT THE CONTRACTORS OPTION, HIGH STRENGTH CONCRETE MAY BE USED TO ACCELERATE THE CONSTRUCTION SCHEDULE. 12. UNLESS NOTED, LAP ALL HORIZONTAL BARS 30 DIAMETERS AND ALL VERTICAL BARS 24 DIAMETERS. 13. HORIZONTAL REINFORCEMENT IN FOOTINGS, TURNDOWN SLABS AND WALLS SHALL BE CONTINUOUS AROUND CORNERS. 14. CONCRETE PROTECTION FOR REINFORCEMENT: THE FOLLOWING COVER SHALL BE PROVIDED FOR REINFORCEMENT: MINIMUM COVER CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED (INCHES) TOEARTH.............................................................................................3 CONCRETE EXPOSED TO EARTH OR WEATHER 6 THROUGH #15 BARS... 2 5 BAR, W31 OR D31 WIRE, AND SMALLER ........................... 1-1 /2 CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: #11 BAR AND SMALLER..............................................................3/4 BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS ............... 1-1 /2 15. PROVIDE BAR SUPPORTS AND SPACERS IN ACCORDANCE WITH ACI 315- 80 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES'. 16. NO BACKFILL SHALL BE PLACED AGAINST CONCRETE OR CMU WALLS UNTIL WALLS HAVE BEEN BRACED AGAINST LATERAL THRUST - SUCH BRACING SHALL REMAIN IN PLACE UNTIL SUPPORTING SLAB ON GRADE AT TOP OF WALL HAS BEEN INSTALLED. 17. MORTAR FOR MASONRY WALLS TO BE TYPE S. 18. WHERE CMU WALLS ARE SHOWN TO HAVE VERTICAL REINFORCING, FILL ALL CELLS CONTAINING VERTICAL REINFORCING WITH 3,000 PSI PEA - GRAVEL CONCRETE OR TYPE M MORTAR, UNLESS NOTED. LAY BLOCK UP A MAXIMUM OF 4'-0" PRIOR TO FILLING CELLS WITH CONCRETE. THIS HEIGHT CAN BE INCREASED TO 8'-0" IF INSPECTION HOLES AT BOTTOM OF EACH CELL TO BE FILLED ARE PROVIDED. 19. CMU WALLS ARE TO HAVE HORIZONTAL JOINT REINFORCING AT 16' O.C. UNLESS OTHERWISE NOTED. 20. WELDING TO BE BY QUALIFIED WIELDERS USING E70XX ELECTRODES AND IN ACCORDANCE WITH AWLS. 21. THE STRUCTURAL DESIGN OF BUILDING IS BASED ON THE FULL INTERACTION OF ALL ITS COMPONENT PARTS, WITH NO PROVISION MADE FOR CONDITION OCCURRING DURING CONSTRUCTION. THEREFORE, CONTRACTOR SHALL PROVIDE ADEQUATE BRACING DURING CONSTRUCTION. 22. STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. FOR INFORMATION NOT SHOWN SEE OTHER APPLICABLE DRAWINGS AND/OR CONTACT ENGINEER. 23. CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING AND BRACING FOR ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION. 24. SUBMIT SHOP DRAWINGS FOR ALL PREFABRICATED COMPONENTS FOR REVIEW BY THE ARCHITECT, STRUCTURAL ENGINEER AND OWNER. 1. TRUSS LOADS: ROOF DEAD LOAD = 20 PSF ROOF LIVE LOAD = 20 PSF 2. ALL WOOD ROOF TRUSSES SHALL BE DESIGNED AND FABRICATED TO COMPLY WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND IT'S FASTENERS, LATEST EDITION, TIMBER CONSTRUCTION STANDARDS (A.I.T.C.) AND THE BUILDING CODE. 3. ALL TRUSS DESIGNS SHALL BEAR THE NAME AND SEAL OF A LISENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT. 4. THE TRUSS SUPPLIER SHALL SUBMIT THREE COPIES OF THE TRUSS DESIGN CALCULATIONS AND SHOP DRAWINGS TO THE PROJECT ENGINEER FOR APPROVAL. 5. ALL LUMBER SHALL CONFORM TO THE SPECIES AND RECOGNISED NOMINAL SIZES SHOWN ON THE TRUSS ENGINEERING DRAWINGS. 6. ALL TRUSS CONNECTOR PLATES SHALL BE MANUFACTURED FROM ASTM A446-72 GRADE A GALVANIZED STEEL OF NO LESS THAN 20 GAGE THICKNESS WITH A MINIMUM YIELD OF 33,000 psi AND AN ULTIMATE TENSILE STRENGTH OF 45,000 psi. 7. TRUSSES ARE TO BE STORED OFF THE GROUND IN A MANNER WHICH WILL NOT DAMAGE OR WARP THE TRUSSES PRIOR TO ERECTION. 8. FIELD REPAIR OF DAMAGED TRUSSES MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 9. ALL ROOF TRUSSES ARE TO HAVE METAL STRAPS AT EACH END TO RESIST UPLIFT FORCES. STRAPS ARE TO BE ATTACHED IN ACCORDANCE WITH SUPPLIER SPECIFICATIONS. PROVIDE SIMPSOM HGT ANCHORS AT ALL GIRDER TRUSSES. 10. TRUSS SUPPLIER IS TO SUPPLY PLAN SHOWING. LOCATION AND REQUIREMENTS FOR ANY TEMPORARY BRACING REQUIRED FORT UR DURING ERECTION. 11. TRUSS SUPPLIER IS TO SUPPLY ALL HARDWARE AND DESIGN FOR TRUSS TO TRUSS CONNECTIONS. 12. t- CONTRACTOR _PROVIDE 4 STUDS BENEATH ALL GIRDER ,.TRUSS BEARING -POINTS. TRUSS MFG PROVIDE DESIGN AND HARDWARE FOR GIRDER TRUSS TIE DOWNS, 13. FLOOR TOTAL LOAD DEFLECTION = L/480 MAX. NOTE: CONTRACTOR SHALL BRACE TRUSSES DURING CONSTRUCTION AS PER TRUSS PLATE INSTITUTE. STUD SCHEDULE (LOAD 13RG. WALLS & EXT. MALLS) LEVEL STUD TYPE & SPACING 1-st 2x4 STUDS @ 16" o.c. 2-nd 2x4 STUDS 0 16" o.c. STUD WALL NOTES 1. ALL LOAD BEARING STUDS SHALL BE STUD GRADE SPF OR SYP. 2. ALL PLATE MATERIAL TO BE #2 SYP PRESSURE TREATED. ROOF 2x4 @ 16" o.c. 2-nd LEVEL 2x4 0 16" o.c. 1-st LEVEL TOP/3/4" PLYWOOD TOP/DOUBLE PLATE TYP. TWO-STORY CONDITION NAIL OSB TO INTERMEDIATE STUDS 0 12" O.C. W/ 10d NAILS ROOF--- - - - - - - - - - - - - - - - - - - - - - - -------------- 1�2 it I II !I I! II II II II it I II II II II II II II II II II II II I II it it II II II II fl II II II » II II II Il II tl II tl (OR 7/16") OSB RATED SHEATHING NAIL OSB .Q THE EDGES II II II II II 11 II ►I I TO T�-1E BLOCKING & STUDS II 11 II II II II II it II II II it II II II II ® 2 /2„ �.fl o.c. W/ 8d NAILS I1 II II it II II II 11 II t11 if 11 11- If 11 If 11 -- , _-_ � - ��""�T�� i I I 11 I I f l z II II II II Il If ii II II ,I II II II 11 II II I1 it � � II II II !I II II II 11 it II II II II II II II II II 2-nd LEVEL Cv I I I I I I I I I I i t 11 I I t l _---LL.__-U-__ 1___JL---U..--- U_-- L-- j �� FLOOR STRUCTURE NOT SHOWN --- _- ---- -- -- - _-- --ter -- it II II II fl II II b• II I1 I I i t I I I I I I I I I I TRUSS MFG, NOTE: II II II II i, II II II II I1 II 11 II I1 it 1► II II TRUSS IN WALL SHALL BE DESIGNED 11 11 tl I1 1l II it II II TO RESIST 400 PLF OF LATERAL FORCE II II II II II II II II it I it 11 II � II II II II II II II II II SUPPLY 2xBLOCK @ I u II 1► II 11 II 11 11 SHEATHING EDGES II II II 11 II II II II 11 II II II II II !I II II II II II II II 1! II it II II 11 II II II 11 II 11 II II II II II II II II (I II II 1-st LEVEL 1/2 O ANCH. BOLTS @ 48" o.c. T` P OSB SH A WALL ELEVATION J M FLANNIGAN (ScASSOCIATES 6250 SHILOH ROAD, SUITE 210 ALPHARETTA, GEORGIA 30005 PH. (678) 513-4242 12 v t 9 a ca ti V) m,`o N M cnr�j N 0 U_ v I ;o c� ;� w co CL z, b 0 03 0 SHEET 'n U GENERAL NOTES ELEVATIONS J03 NO.-20 ,o SHEET PROJ, MCR.-HE(T, CHAP' c DIZA`h1V BY-JA,� 8,SC CHECKED BY - � 1 00009341 3/4' = 1'-0" ALTERNATE TO ANCHOR BOLTS SIMPSON "MAS' ANCHORS ® 4'-0%c (TYP) 2x4 P.T. WOOD FL W/ /2' . DIA.x6" +HOOK ANCHOR BOLTS @ 4'—O"o.c. (SIMPSON OR TECO SILL PL AN 0 , 6'-0" MAY REPLACE A. BOLTS) (TYP.) (�, T z M 2x4 (SEE SCHEDULE FOR SPACING) 1 #4 CONT. W.W.F. SEE PLAN • ,. a :,a. .4 +I —III Iil .4 i i� ��- -p-- VAPOR BARRIER (6 MIL) • 2 #4 CONT. J U SECTION 1 3/4' = 1'-0" S5.2 2x4 (SEE SCHEDULE FOR SPACING) 4' SLAB W/6x6 RAMSEr ' REDHEAD TYPE "152S' W1.4xW1.4 W.W.F. POWDER ACT FAST.' ® 48"oc �^ v 3 #4 CONT. 3 CLR DASHED LINE ALL SIDES INDICATES SLOPE 0 THICKENED SLAB FOOTING GARAGE LOCATION SEE FOUNDATION PLAN SECTION r5 3/4" = •I'-p" 55.2 2x4 P.T. WOOD, FL W/ 1/2' DIA.x6" -+HOOK 2„ ANCHOR . BOLTS ® 4'-0" o.c. (O 48'/z'O ) IL1l `'EXP. BOLTS n 2x4 (SEE SCHEDULE FOR SPACING) 4" SLAB W/6x6 SIMPSON H4 CLIPS W1.4xW1.4 W.W.F. k' 32" o.c. -- —'a--' �- — —�. NA " 3 CLR ALL SIDES THICKENED SLAB FOOTING 2'-0" SEE FOUNDATION PLAN SECTION QD 3/4" = 1'-Y' 1 /8" JOINT w v W.W.F. w w It REINFORCING TO BE DISCONTINUED AT X, 1" JOINT SAW CUT SLAB SHALL BE SAWN AS SOON AS THE CONCRETE ',MILL SAFELY SUPPORT MEN AND EQUIPMENT. SECTION 6 SEE SECTION 1 /S5.3 -L--- V) 2x4 (SEE SCHEDULE v FOR SPACING) o d� w 4' SLAB (TYP. ALL SLABS) w rif 6x6 W1.4xW1.4 W.W.F. v ) 4 — �-4•- 4• :Q :a _� _ '�' '.'°• �' ICI—� .4 .4 .II — r�,Tl� I SEE SECTION 1 /S5.2 FOR TURN DOWN FOOTING a . '• INFORMATION. -m- Q 2 #4 CONT. J U SEE ARCH. & CIVIL FOR — EXT. SIDEWALKS NOT SHOWN ON STRUC. PLANS w J U SECTION r-3 2 #4 CONT. SECTION � 3/4' = 1'-0" 55.2 SLOPE '/g'/FT. 2 #4 CONT. d 01. d � Z.' N � / d4 / ® / J U to SEE CIVIL/LANDSCAPE/ SEE i ARCH. FOR EXTERIOR PC-' SLABS NOT SHOWN SLOPE SEE SECTION 1 /S5.3 % e N 2x4 (SEE SCHEDULE � FOR SPACING) cwc 4" SLAB (TYP. ALL SLABS) 6x6 W1.4xW1.4 W.W.F. Lft • 04 ,d• —4 U 4 o — , Y. 4 Ll . • .Q �. I I ImT —SEE SECTION 1 /S5.3 ° ° FOR TURN DOWN 4 4,. FOOTING INFORMATION d. 2 #4 CONT. J V i� SECTION 3/4" = 1'-0" 55.2 W.W.F. SEE PLAN \IN Vol E7— o° 4i I-1 I II v °° I —III —III --I d ".a d — SEE SECT. 1 /S5.3 v — FOR ADD'L INFO. ��/Q• 4_. ��d �.. �'.� II�IIIII�IuIIII� a SECTION a 3/4" = 1'-0" S5.2 SEE PLAP 4x4 POST (SEE ARCH. DWGS FOR 4" COL. LOCATIONS) SIMPSON A844 1 #4 CONT 0 4" SLAB ON GRADE WITH 0 6x6 W1.4xWl.4 W.W.F. /';^. 9- TI,,,II I d 4T I. f SLAB BEYOND 2 #4 CONT 2,-Tx2,-0" NOTE: ALL SECTIONS ABOVE WERE DEVELOPED BASED ON AASUMED SOIL INFORMATION. PRIOR TO PERMITING THIS INFO. MUST BE VERIFIED WITH THE FINAL SOILS REPORT. J M FL NNI aN ASSOCIATES 6250 SHILOH ROAD, SUITE 210 ALPHARETTA, GEORGIA 30005 PH. (678) 513-4242 97043553 S' iEEf WU SECTIONS J08 NO.—XC60 S iEET PROW. MC2 - i1ETf, CHAP DRAWNB'f—JA,MB,SC CHECKED BY IS5.2 TR BY TRUSS SUPPLIER 2'-0" O.C. (TYP.) "PLACE 4- 2x4 STUDS ``0 GIRDER TRUSS BRG. POINTS rT0 „FDN. ANCHOR GIRDER TRUSS To 4- `2x4- STUDS W/ SIMPSON HGT TIE DOWNS. SECTION SCALE: 3/4' i SIMPSON CS16 STRAP ® EACH STUD. NAIL 1 MAX. W/ 1Od NAILS. INSTALLED SECTION SCALE: 3/4" 1 2LIGHTWEIGHT �ONCRETE ON MEMBRANE ON T&G P.T. PLYWOOD I I SLOP'/tlll"OV -/Fr. �N JOISTS GALVANIZED JOIST HANGER I P.T. 2x10 BAND W/2 -%"0 I LAG SCREWS @ 2'-0" o.c. + 5 16d NAILS (LAG SCREW BAND TO THE END OF THE FLOOR TRUSSES) 2x4 STUDS (SEE SCHEDULE) 1fi" RATED OSB SHEATHING ZETE J GYP. CRETE PLYWOOD I FLOOR TRUSS I to I 2x4 STUDS (SEE SCHEDULE FOR SIZE AND SPACING) 2x4 STUDS (SEE SCHEDULE FOR SIZE AND SPACING) 2x4 BOT. It (TYP) BLOCKING 2- 2x4 CONT R (TYPICAL) SIMPSON CS16 STRAPx4'-6" LONG ® EACH STUD. NAIL TO STUD ® 4�/2" c MAX. W/ 10d NAILS. STRAP SHALL BE INSTALLED OVER SHEATHING SECTION r2 SCALE: 3/4' = 1'-Y' 55.3 TYPICAL ROOF TRUSS —� SIMPSON HURRICANE ANCHOR TYPE H10 SIMPSON H10 CLIP. CLIP TRUSS TO STUD 0 32" o.c. <I SIMPSON HURRICANE ANCHOR TYPE H10 `— 2x10 R CONT I I CAP P) 2x4 CONT SECTION SCALE: 3/4' GYP. CRETE PLYWOOD FLOOR TRUSS 2 -2x4 CAP R 11/2' LIGHTWEIGHT QONCRErE ON MEMBRANE ON /' T&G P.T. PLYWOOD I I SLOPE '/g /Fr. 2x10 P.T. JOISTS GALVANIZED JOIST HANGER P.T. 2x10 BAND W/2 -%"o LAG SCREWS 0 2'-0" o.c. i + 5 16d NAILS 2x4 STUDS (SEE SCHEDULE) _ SECTION SCALE: 3/4" SIMPSON H10 ANCHOR ® 24' o.c. AT STAIRS BEAM - SEE PLAN —� FOR BEAM SIZE SIMPSON ANCHOR TYPE H7 SECTION SCALE: 3/4" = 1'-O" GYP. CRETE PLYWOOD 2x6 ® 2'-0" 'o.c. FOR BAND SCREWS. PLACE "FLA�" AGAINST WALL TO ALLOW 5 /2" OF WIDTH FOR LAG SCREWS. END WALL TRUSS 2 -2x4 CAP R 7/16" RATED OSB SHEATHING ROOF TRUSS HURRICANE ANCHOR SIMPSON H10 TRUSS TO PLATE TYPICAL 11 2x4 BLOCK 0 24" o.c. EXTEND BLOCK BACK INTO BLDG. 6 TRUSS SPACES SEE ARCH. PROVIDE BRIDGING ®2'-0" o.c. MAX. AT ALL GABLE ENDS. 2- 2x4 CAP SCREW CLG. SHEATHING TO.BLOCKING I CONT. (TYP) & TRUSSES SIM. ;TO SHEAR "WALLS 2x4 STUDS (SEE SCHEDULE (4" ( EDGE, 7" FIELD). FOR SIZE AND SPACING) 3 S5.3 SIMPSON HURRICANE ANCHOR TYPE H10 EXTEND BEAM IN WALL DISCONTINUE CAP fE SEE PLAN FOR BEAM SIZE (BEAM NOT SHOWN HERE FOR CLARITY). 3- 2x4 STUD BELOW BEAMS (TYPICAL) SEE PLAN F BEAM SIZE STRAP EA. E BEAM (EA. SIMPSON CC 24' LONG. I BEAM &CO STUD) W/ 1 SECTION SCALE: 3/4' SECTION SCALE: 3/4" = 1'-0" /1 g" RATED OSB SHEATHING 2x4 CONT PLYWOOD 2x4 OUTRIGGERS 0 3/tr' GYP. CRETE 24 o.c. 2x4 BLOCKING BETWEEN -, OUTRIGGERS END ROOF TRUSS-� f DOUBLE PLATE (TYP) - - - - NAILER FLOOR TRUSS i 2x4 STUDS (SEE SCHEDULE FOR SIZE AND SPACING) 2x4 STUDS (SEE SCHEDULE FOR SIZE AND SPACING) ---A SECTION SCALE: 3/4" SEE ARCH'L FOR SHEATHING SEE 4/S5.2 FOR ADDITIONAL INFORMATION PROVIDE VERTICAL WEB MEMBERS ® 2'-0" ABOVE LOW ROOF FOR NAILING EXTERIOR FINISHES. ROOF TRUSS 0 2'-0" o.c. TYPICAL SIMPSON CS16 STRAF @ EACH STUD. NAIL TO :STUD' U'4�/2" o.c. MAX..W/ 10d NAILS. STRAP SHALL BE INSTALLED SECTION S5.3 RATED OSB SHEATHING ROOF TRUSS HURRICANE ANCHOR SIMPSON H10 TRUSS TO PLATE TYPICAL SEE ARCH. 2x4 CAP PL CONT, 2x4 STUDS BEYOND SECTION 11 SECTION rl 2 SECTION 13 SCALE: 3/4" = 1'-0" S5.3 SCALE: 3/4" SCALE: 3/4" = 1'-0" S�.3 970h3$52 3/4" - 1'-V I SCALE: 3/4" 2x4 STUDS (SEE SCHEDULE FOR SIZE AND SPACING) 2x4 CONT. BOTTOM PL INSTALL TRUSS BRIDGING PER MFG'S REQUIREMENTS (TYP) NAILER 2- 2x4 CAP R SIMPSON "GS16 STRAPx4'=6" :'LONG 0 EACH STUD. NAIL TO STUD 0 4�/" O.C. MAX. W/ 1Od NAILS. STRAP SHALL INSTALLED OVER SHEATHING 5 S5.3 10 S5.3 fE AP J M FIN N I CAN ASSOCIATES 6250 SHILOH ROAD, SUITE 210 ALPHARETTA, GEORGIA 30005 PH. (67$) 513-4242 E a co 0 m ,L t d-c� r` �f-')CA . oar { i Co Q ("0 O N (7 _C co C� ci 9 i� v� q - i 0-4 O , 0a '0, 3 ,. r ....� ,;'-cJ- .J lu SHEET U SECTIONS ice NO.-20060 SHEF PROJ. MGR.—NETT, CHAP ' ! DRA'� BY—JAM8,SC CHECKED 8Y 4 , i 3 55.3 3 S5.3 c � C C 13 13 S5.3 55.3 ROOF FRAMING PLAN PLAN -- BUILDING TYPE V SCALE: 1 /8" = 1'-0" 8" CMU CURB 13 55.3 LL 11'-2" 22'-6" FOUNDATION PLAN — BUILDING TYPE V SCALE: 1 /8" = 1'-0" 13 3 55.3 S5.3 F J r r � • r D � I I I, I, II I � w a � I I II I I A II F C C C 13 55.3 — ROOF FRAMING PLAN PLAN BUILDING TYPE IV SCALE: 1 /8" = 1'-0" ,3 3 S5.3 55.3 II S`s II I GIRDERIITRUSS II I ,I II I ►► it I II II �171 I WO RO TR I SS II S5.3 3 55.3 II w II v I 11 II II c II O o c� II p I II I1 II p I II II I I II II 0 II II p N r GIRDERIITRUSS IL ll 8" CMU CURB 4' CONC. SLAB ON GRADE W/ 1—LAYER: 6x6—W1.4xW1.4 W.W.F. REF, FIN, FLOOR ELEV.= O'—O" 3 S5.3 24'-2" 1 1'-6" i 1 1'-8" —2" 3 S6.1 8" CMU CURB %o d -- — — III III II 1 I I I I 8" CMU CURB I I I I I I I r I I I N I I I N I I N I W I I N co R I I I Ld I I d w I I w o CL I I a_ I ► _j I ► a ► I r U II O II II O N � I I � I I I I I 3 n� I I I I I I I Mi I S6.1 I i 2 WALL U i i i i S6.1 I 24'-2" 11'-6" 11'-8" 4" CONC. SLAB ON GRADE W/ '(` 4" CONC. PAD 1—LAYER: 6x6—W1.4xW1.4 W.W.F. 1 S6.1 FOUNDATION PLAN -- BUILDING TYPE IV SCALE: 1 /8" = 1'-0" REF. FIN. FLOOR ELEV.=O'-0" 4:x rr rrr��l C C C C C C 13 13 S5.3 S5.3 ROOF FRAMING PLAN PLAN -- BUILDING TYPE VII SCALE: 1/8" = 1'-0" 67'-2" � 22'-4" ,22'-6" I. 22'-4" Fib 0 I � I 0 1 N A FOUNDATION 4 S5.3 2x4 OUTRIGGERS 2'-0" o.c. (MAX.) TYP. U END TRUSS (TYP.) 7" 4 S6.1 I � I I � I I � I w IEl 0 �I V L_--------- -- --- —J 3 SIM. S6.1 V- ' 8'-10" 1'— 7" FOUNDATION PLAN — BUILDING TYPE Vlll SCALE: 1/4' = 1'-0" at 4' CONC. SLAB ON GRADE W/ 1—LAYER: 6x6—W1.4xW1.4 W.W.F. REF, FIN, FLOOR EL.EV.=O'—O" 2x4 STUDS — SEE ARCH. 8„ 1/2"0 EPDXY ANCHORS #3 CONT. 48" o.c. #3 © 24" O.C. W/ 4' SLAB W/6x6 HK TOP & BOTT. cn W1.4xW1.4 W.W.F. w >%0 d � 3 #4 CONT. d 3" FCLR SLAB FOOTING ALL SIDES THICKENED SEE FOUNDATION PLAN 1'-6" -SECTION 2 3/4"' = 1'-0" S6.1 2x6 STUDS SEE ARCH. 0 ANCI 0 48" ox SECTION r4 3/4' = 1'-0" S6.1 BEAM SCHEDULE A * 2— 2 x 8 COLUMN C5 B * 2— 2 x 10 COLUMN C5 C * 2— 2 x 12 COLUMN C6 D * 3— 2 x 10 COLUMN C6 E * 3— 2 x 12 COLUMN C6 F * 2— 13/4 x 117/�' PARALAM BEAM COLUMN C4 G * 2— 13/4 x 14' PARALAM BEAM COLUMN C4 H * 2— 13/4 x 18" PARALAM BEAM COLUMN C4 J * 3— 13/4 x 14" PARALAM BEAM COLUMN C4 BEAMS AND JOISTS ® DECKS & BREEZEWAYS SHALL BE PRESSURE TREATED. NOTE : PROVIDE 2-2x4 BLOCKING IN FLOOR SPACE, EACH END OF ALL BEAMS. NOTE : UNDER EACH PARALAM BEAM BEARING POINT, PROVIDE 4-2x4 STUDS. SEE CIVIL/LANDSCAPE/ I SEE ARCH. FOR EXTERIOR RCH 1 #4 CONT. SLABS NOT SHOWN W.W.F. SEE PLAN ®---- . -- -!—a — v sd d as d, ° I��= q. /. a /w-- =° — — 2-#4 CONT. — a ° 2'-0" SECTION 1 3/4' = 1'-0" A56.1 I � i 2x4 STUDS — SEE ARCH. 0 ANCHOR BOLTS #3 CONT. ® 48 O. C. #3 0 24" o.c. W/ HK TOP & BOTT. W.W.F. SEE PLAN µ a CL F-II _II fd .d q v a VAPOR BARRIER (6 MIL) 2 #4 CONT. SECTION 3/4" = 1'-0" S6.1 J M FLANNIGAN Sr. ASSOCIATES 6250 SHILOH ROAD, SUITE 210 ALPHARETTA, GEORGIA 30005 PH. (678) 513-4242 Pq kb a 0 E U .2 X 0 Fes` Q U ® rn toll 8 c y V ri I FV I' co In r7 N o G' ti I C3 _o � N O V o co ea elf ' 0 In cd SHEET TITLE 9 . pfPE IV, V, Vil VIll FOUNDATION PLAN JOB Q -20060 SHEET PROJ. MGR.-HETT, CHAP DRAM BY-JA,MB,SC CHECKED BY Soo i 8' — 0'/2' TURN DOWN r-----� SLAB I I 1 I I I I Y--�_z-----------r"~__z-----------r---� - •I I I----------11 ----------------------- ---► LI I �o I I I I 2 SLOPE B SIM. 1 I I SEE ARCH. S6.2 STEEL TRANCH 1 I CONTRACTOR COORD. S6.2 1 I I TURN DOWN ---------------- ----------- ---.— ---I -� I ----- I SLAB I I ---------^1------- 1, j-------- �+--�f ----- - Z--- J A B S6.2 S6.2 TURN DOWN SLAB 2' N 04 I 3-2x12 MIN mm 3-2x 12 ROOF FRAMING PLAN -- SWIM CABANA SCALE: 1/8" = 1'-0" BUILDING TYPE IX 91 9 S5.2 21'-0" 19'-8" I 9 � S5.2 4' CONC. SLAB ON GRADE W/ - 1—LAYER: 6x6—W1.4xW1.4 W.W.F. mi FOUNDATION PLAN SWIM CABANA SCALE: 1/8" = 1'-0" BUILDING TYPE IX 42' 6 FOUNDATION PLAN -- DUMPSTER SCALE: 1/8" = 1'-O" BUILDING TYPE IX SECTION SCALE: 3/4" = W.W.F. #2 SMOOTH BAR @ 16" o.c. a I N DETJ SCALE: 2'-p„ #5 VERT. EA. CELL FILL EA. CELL W/ 3000 PSI GROUT 2'—U' i. L #2 SMvvin ut%l% ® 16' o.c. 2-#5 CONT. '�5 VERT. A. CELL to co , CELL W/ SI GROUT DETAIL SCALE: 3/4" 6" MIN. CONC. SLAB W/ 2—LAYERS: 6x6—W1.4xW1.4 W.W.F. . r�rrrr� SECTION r2 SCALE: 3/4" J M FLANNIGAN & ASSOCIATES 6250 SHILOH ROAD, SUITE 210 ALPHARETTA, GEORGIA 30005 PH. (678) 513-4242 SHEET TITLE BLDG. I'YPE I FOUNDATION PLAN JpBJpBp ?ppgp SHEET PROD. MOR.-NETT, CHAP DRAM BY-JA,NIB,SC IS6�2 CHECKED BY FLOCK Lj�r�r till MUST 3E `I�6I` / .6',; „ :nOWN OF ADJACE1 fl• ,,t t(*MD UINLES3 OTHERWISE APPROVED F S, ;0M1'17KT=' - AB. ANCHOR BOLT ABV ABOVE A/C AIR GONDITIONIN6 ACT. ACOUSTICAL TILE (CL6) AFF ABOVE FIN1514 FLOOR A.D. AREA DRAIN ADD ADDENDUM ADH ADHESIVE APJT ADJU57TABLE A66 A66REOATE A.H.U. AIR HANDLING UNIT AL ALTERNATE ALUM ALUMINUM A.P. ACCESS PANEL APX APPROXIMATE ARCH. ARCHITECTURAL) A5PH ASPHALT AUTO. AUTOMATIC AVE AVERAGE AWN6 AWNING 6% 36' WIDE BASE GAB. BD BOARD 13F Bi-FOLD (DOOR) BIT. BITUMINGUS5 BLK6 BLOGKIN6 BLD6 BUILDING BILK BLOCK (EMUS) BLK6 BLOCKING BM BEAM B.M. BENCH MARK BP BI-PASS (POM BR6 DEAR2ING BRK BRICK B.S. BOTH SIDES F3L.,MT BASEMENT BTM BOTTOM BTVW BETVIEEN BVL BEVELED BA BOTH WAY5 G CARPET GAB CABINET C,B. CATCH BASIN GEM CEMENT CEP CERAMIC GFT CUBIC FOOT CHAM CHAMFER G.I. GA5T IRON G.I.P. GONG. GA5T-IN-PLACE GONG. GIR CIRCLE GIRL CIRCUMFERENCE C.J. CONTROL JOINT GK GALK(ING) GAULK(ING) GL CL05ET OR GENTER LINE GL6 GEILIN6 GLM COLUMN GLR GLEARIANGE) GL5 CLOSURE GM GEWIMETER(5) CHU GONGRETE MASONRY UNIT G.O. CASED OPENING COMB COMBINATION GONG CONCRETE GOND (AC)GONDEN5ER GONST GON51'RLICTION row CONTINUOUS CONiR CONTRACTOR GPR COPPER GR5 GOUTS) G5Mr EASEMENT G.ST. CAST STONE C'r. CERAMIG TILE CIR CENTER OR COUNTER GYP CUBIC YARD 12'0 12' DEEP U DRYER, OR DRAIN DBL. DOUBLE DECO DECORATIVE OEM DEMOLISH, DEMOLITION PEP DEPRESSED DEr DETAIL D.F. DRINKIN5 FOUNTAIN OH DOUBLE HI146 DIAM DIAMETER DIM DIMENSION D.L. DEAD LOAD ON UOk N (STAIR5) D.P. DAMP -PROOFING DR DOOR DRY PRYER MACHINE P5 DOWAI5POW 0/5 PRAYER STACK (GABINET) P.T. DRAIN TILE DTL DETAIL DW 015H WASHER PRIG DRAWING ONR DRAWER EA EACH EB EYEBROW (FLAT ARGHU EP. E.J. EACH FACE EXPANSION JOINT EL ELEVATION ELEG ELEGTRC(AL) E.P. ELEGTRIGAL PAI'IEL EQ EOUAL Parlode only v.--d on ona word dbrevlatlons, If the obbravfatton Is a different word 4 lie self; e.gg. ARCH., BIT., u4 LAM. Periode ara usually used when obixoyI&k1qg multipple words, unlese they are very ca mft without perlode, a g. AFP, hVA( , R/A; ardi H M. EST ESTIMATE OPNG OPENING E.W.G. ELECTRIC WATER GOOLER OPT OPTIONAL EX6 EXI5TIN6 05D ORIENTED STRAND BOARD EXH EXHAUST EXT EXTERIOR PH). PARTIGLE BOARD PPG. GONG. PRECAST Go%RETE FAS FA5TEN(ER) PED PEDESTAL (5INK) F.B. FACE BRICK PK6 PARKIN6 F.B.D. FURNISHED BY OTHERS PL PLATE (HEIGHT) FD. FLOOR DRAIN P.LAM. PLASTIC LAMINATE F.E. FIRE EXTII,a- 15HER PLA5 PLASTER F.F. FINISH FLOOR (LINE) PNr PAINr(ED) F.G. FIXED GLA55 PR PAIR (OF) FOL FIBEFOLA55 PREFAB PREFABRICATED FIN FINISH P5F POUND5 PER 5WARE FOOT F1-6 FLA51HIN6 P51 POUNDS PER 50ARE INCH FLR FLOOR(M) P.T. PRE59WE TREATED (WOOD) FLUR FLORESCENT (LIGHT) PVG POLYVINYL GHLOROF (PIPE) FND FOUNDATION PWD PLYWOOD F.U. FACE OF FP FIRE PROOF Q.T. QUARRY "TILE FPL FIREPLACE FIR FRENGH (POOR) R R15ER5 (ON 5rAIR5) FTC, FOOTING R/A RETURN AIR FUR FURRED(ING) R.B. RUBBER BASE RAD RADIUS 6A 6AU6E RD. ROOF DRAIN 6B. 6YP5UM (WALL) 130ARD REFR REFR16ERATOR 6.6. GENERAL CONTRACTOR REQ REQUIRED G.D.O. 6ARA&E DOOR OPENER RE5 RE51LIENT GIFT GROUND FAULT INTERRUPTER REV REV151UN(5), REV15ED 6L 6LA55 OR 6LAZING REINF REINFORCED(IN6) 6LEK GLA55 BLOCK R.JB. REINFORCED J 44GTION BOX 6J. GALVANIZED IRON RL6 RAILING 6T 6RCUT R4M RANGE IVMICROHAVE 6PDN. GYPSUM DRYWALL RM ROOM R.O. ROUGH OPENING 42'H 42" HIGH (WALL) R45 ROD AND 5HELF(5) HB HOSE BIBS H.G. HOLLON GORE 9- SOLID GORE (DOOR) H.D. HEAT DETECTOR S 5D 5MOKE DETECTOR HDR HEADER SEC SECTION HE" HARD;IARE 5.F. 5QUARE FEET H6T HEIGfrr 5F.6L. SAFETY GLASS H.M. HOLLOW METAL 5.6D. SLIDING GLASS DOOR HORZ HORIZONTAL 5H SINGLE HUNG OR 5HELF(VIN6) HR HOUR SHT (DRAWING) SHEET H.R. HALF ROUND (WINDOW) 51M 51MILAR H5 HORIZONTAL SLIDER 5KL 5KYLI6HT HT5 HEATING 5PEG 5PEGIFICATION5 HVAC HEAHN6/VENTILATING/AIR COND. 5FK (AUDIO) SPEAKERS) HWD HARDWOOD (FLCU,6) 56r. STAINLESS 5TEEL 570 STANDARD I.B. IRONIN6 BOARD 5% 5TORA0E I.D. IN51DE DIAMETER 5TL STEEL 11D. IN LiEU OF 5TR 511:4UGTURAL IN51L IN5ULATED(TIOW 50 SQUARE INT INTERIOR SA SHEAR WALL J5T J015r (FLOOR OR ROOF) T TREADS (AT 5TAlR5) JT .JOINT T.B. TOWEL BAR T.B.P. TO BE DETERMINED KO KNOCKDOWN (CEILING) TO TERRA GOTTA KIT KITCHEN T.G.J. TROWELED CONTROL JOINT KO KNOCKOUT TEMP. TEMPERED (6LA55) KPL KIGKP ATE (ON DOOR) -rto TONGUE 1: GROOVE K/5 KNEE `FACE TEL TELEPHONE LAM. LAMINATED) THK THICK(NE55) LAV LAVATORY (SINK) THR THRESHOLD T.O.G. TOP OF GONGRETE L.B.O. LOCATION BY OTHERS T.O.F. TOP OF FOUNDATION LL. LIVE LOAD T.O.M. TOP OF MASONRY LT LIGHT T.O.W. TOP OF WINDOW L.T. LAUNDRY 'NB TRN TRANSOM MINLX" LTL LINTEL TP TOILET PAPER HOLDER LVL LAM VENEER LUMBER (13EAM15) TV TV OUTLET OR LOCATION LVR LOUVER TYP TYPICAL M METER(5) L'G UNPERCLT(POOR) MAX MAXIMUM U UNF UNFINISHED MA5 MASONRY UN-O. UNLESS NOTED OTHERA5E MAIL MATERIAL MG MEDICINE GABINET VB VANITY BASE MEC l MECHANICAL V VB. VAPOR BARRIER MFR. MANUFACTURER VB3b 3b" HIDE VANITY BASE MIN MINIMUM VERT VERTICAL MIR MIRROR VIN (SHEET) VINYL M156 MISCELLANEOUS V5. VEGETABLE SINK MLD MOULDING V:r VINYL TILE MM MILLIMETER MMB MIE1115RANE > N3630 304 X 30'H WALL GAB M.O. MASONRY OPENING H WIDE OR WASHIN6 MACHINE MOD MODULAR WC WATER CLOSET MRB MARBLE NO HOOD Mil.. METAL YF WIDE FLAN6E (5rEEL BEAM) Mr MOUNTED(IN6) 41 WATER HEATER MULL MULLION OR MILLED W.H. WALL HUN6 N I G. IJOT IN CONTRACT WI WIG WRCkI41" IRON WALK-IN CLOSET NOM NOMINAL W/ W/O AT OR NI Him N.T.5. NOT TO SCALE W NATERPROOFIINO) N.6.VD. NAT. GEODETIC VERTICAL PATOM W.R. WATER RESISTANT OB5 OBSCURE (6LA55) W.S. VIA TER 5OFTENER O.G. ON CENTER V66T WAINSGQr OLAB. OVERHEAD GABINEr RTA. MALL TO VIAL.L OD. GUT5IDE DIAMETER Y'VH WELDED WIRE ME51-1 O.G.U. OVERHEAD GARAGE DOOR lip PROJECT: ARBOR LADES APARTMENTS & CLUBHOUSE LOCATION: CITY OF SANFORD, FL CITY BLD`G OFFICIAL: DAN FLORIAN 407.330.5658 & BOB BOTT 407.330.5657 CITY FIRE OFFICIAL: MIKE MCGIBENY 407.302.2516 & PETE TUCKER 407.302.1022 APPLICABLE CODES BUILDING: 1997 SBCCI STANDARD BUILDING CODE - SOUTHERN EDITION PLUMBING: 1994 STANDARD PLUMBING CODE ELECTRICAL: 1996 NEC - NATIONAL ELECTRIC CODE MECHANICAL: 1997 SMC - STANDARD MECHANICAL CODE LiFE SAFETY (FIRE): 1994 NFPA - 101 LIFE SAFETY CODE ACCESSIBILITY: 1997 STATE OF FLORIDA DISABILITY ACT and HUD FAIR HOUSING ACT, 1986 ANSI A117.1 STD. as Am'd in 1988 PRODUCT 1: TWO STORY APARTMENT BUILDINGS OCCUPANCY CLASSIF.: R2 (RESIDENTIAL) TYPE CONSTRUCTION: Vi UNPROTECTED & UNSPRINKLERED AREA LIMITATION: MULTISTORY - 7,000 S.F. PER FLOOR (TABLE 500) (An Additional c131 5.F./Floor 15 allowed if at least 35% of the perimeter is acce551ble within 30'.) HEIGHT LIMITATION: 40' or MAXIMUM ALLOWABLE HEIGHT DETERMINED BY FIRE MARSHALL OR LOCAL ORDINANCE. MINIMUM UNIFORMLY DISTRIBUTED DESIGN LIVE LOADS - TABLE 1604.1 PRIVATE APARTMENTS 40 PSF EXTERIOR BALCONIES 60 PSF SLEEPING ROOMS 30 P5F ATTICS WITHOUT 5TORAGE 10 P5F GARAGE SLABS 50 P5F WIND LOAD 100 MPH PRODUCT #2: ONE STORY APARTMENT CLUBHOUSE OCCUPANCY CLASSIF.: MIXED OCCUPANCY: A-2 ASSEMBLY SMALL (The entire building conforms with the most restrictive occupancy group.) TYPE CONSTRUCTION: VI UNPROTECTED & SPRINKLERED AREA LIMITATION: ONE STORY - 15,000 S.F. PER FLOOR (TABLE 500) (No Section 505.5 General Area Modification 15 needed) HEIGHT LIMITATION: 40' or MAXIMUM ALLOWABLE HEIGHT DETERMINED BY FIRE MARSHALL OR LOCAL ORDINANCE. MINIMUM UNIFORMLY DISTRIBUTED DESIGN LIVE LOADS - TABLE 1604.1 OFFIGE5 50 P5F LOBBIES 100 P5F GYMNASIUMS 100 P5F ATTICS WITHOUT STORAGE 10 P5F CORRIDORS 100 PSF WIND LOAD 100 MPH PUBL I G ROOMS 100 P5F Issuilte Dates Date Purpose - Remarks _ # of Sh. II/08/00 100% PERMIT 155UE- B1-065. 1, 11, III, IV, V, VI, VII, VIII, IX 4 X 01-06 A NOT INCLUDED) 14b 1/2q/01 100% GON5TRUCTION 155UE 5ET - ADDIN6 ARGFI - PAINT BREAK DRAWIN65 4 5UPPLY BLD6. 152 2/0q/01 REVISED GLUBHOU5E © 015PLAY GLUBROOM, LEA5ING, FOYER 4 PORGHE5 PER CLIENT 15 4/04/01 REVISED HVAG ROOM5 IN THE Al, Ala, AI-hc, BI -I , GI, Gla, GI-hc, G20-I , G3, Gia, PI, Dla 15 D2-2q 4 D2a-2 4/06/01 REVISED 5HEET5 PER TRU55 ENGINEER 20 5/II/01/ 5/2q/01 REVISED 5HEET5 PER REVi5ION5 MADE DUE TO FIELD REGUIREMENT5/ CLIENT GOMMENT5 FROM FRAME WALKTFIRU 24 8/01/01 ADDED 12 UNIT 5UPPLY BUILDING 3 SHEET NCE BOBSHEET TYPE OR SERIE�SE--��ILDINC7 TYPE, TYP- Sh.,eet 111"'hidex AS C, q/I/00 Df5GiPLINE -�''� .1 . R`**-REVERSEO BLDC. ARCHITECTURAL OVERVIEW- ARCH .. LDG TYPES V THRU XI~ 9 ALI COVER SHEET, GON.AULTANT5 _ Acl2.b 3 STALL 6ARA6E 4 CARK46H PLANS - BLD6 TYPE V► Ail SHEET INDEX, PROJECT GORE DATA, ISSUE DATES, A(4 3.6 3 STALL 6ARA6E 4 GARVVASH El FV. - BLOC TYPE VI SITE CODE DATA, AREA MAP, ABBREVIATIONS 4 SYMBOLS Ag43 4 STALL 4 b STALL GARAGES - BLD6 TYPES V 4 VII A13 SITE BUILDING LOCATION PLAN - BLD65 #1 THRU #27 Ag AIA ADDRE55/ FIREPLACE LOCATION PLANS - BLD65.8 MAIL KIOSKS -BLD6 TYPE VUI 5 #1 THRU #14 Ag.q TRASH COMPACTOR -BLDC TYPE ix Ai5 ADDRESS/ FIREPLACE LOCATION PLANS - 81 DCFa #15 THRU #21 Aq.1.10 IM CABANA 4 TENNIS 5HELT - BLD6 TYPE5 X 4 XI ARCHITECTURAL - LDO TYPE I IS ELTI32 TO SUBMITTED AT A LATER DATE) Aq.8J2 12 BAY SUPPLY 1M DG. (BLDG'S# 5, �j 10, 12, 15, 18, 20, 21) A2.1.1 MAIN FLOOR PLAN - BLOC TYPE I � ELEV. PAINT BREAK PLAIN ARCH A22.1 UPPER FLOOR PLAN - BLD6 TYPE I A3.1.1 EXTERIOR ELEVATIONS - BLD6 TYPE I A411 ROOF PLAN 4 DETAILS - BLD6 TYPE 1 ARCH - BLDG TYPE I REVERSED (BLDG'S# (91 11, 11, 25) A21IR MAIN FLOOR PLAN - 131-06 TYPE I REVERSED A22.IR UPPER FLOOR PLAN - BLD(5 TYPE I REVERSED A3.IJR EXTERIOR ELEVATION5 - BLD6 TYPE I REVERSED A4.I.IR ROOF PLAN 4 DETAILS - BLDC TYPE I REVERSED ARCHBUILDING TYPE II (BL06s# 2, 8, Iq, 21, 23, 24, 26) A2.1.2 MAIN FLOOR PLAN - BLD(5 TYPE 11 A222 UPPER FLOOR PLAN - BLD6 TYPE 11 A3.12 EXTERIOR ELEVATIONS - BLD6 TYPE 11 A4.12 ROOF PLAN 4 DETAILS - 13LD6 TYPE 11 IemIeL � os O MOW 0 (BL005# q, 16, 22) A2.12R MAIN FLOOR PLAN - BLD6 TYPE II REVERSED A222R UPPER FLOOR PLAN - BLO6 TYPE 11 REVERSED A3.12R EXTERIOR E.LEVATIO145 - BLD6 TYPE II REVERSED A4.12R ROOF PLAN 4 DETAILS - BLD6 TYPE II REVERSED ARCM - BUILDING TYPE III (BLOCS# I, 31 4, 15, 14) A2.1.3 MAIN FLOOR PLAN - BLD6 TYPE III A223 UPPER FLOOR PLAN - 13LD6 TYPE III A3.13 EXTERIOR ELEVATION - BLD6 TYPE III A4.1.3 ROOF PLAN 4 DETAIL5 - BLD(a TYPE III ARCH - UNIT FLOOR PLANS A2AI UNiT Al 4 Ala FLOOR PLANS 4 INT. ELEV. A2BI UNIT Bla -Ig FLOOR PLAN 4 INT. ELEV. 4 BLD6 II G2 6ARABE MODULE PLAN A2.CI UNIT Cl 4 Gia FLOOR PLANS 4 INT. ELEV. A2.G2 UNIT 62a-I9 FLOOR PLAN 4 INT. El EV. BLD6 1 GI GARAGE MODULE PLAN A2.G3 UNIT 03 4 Gia FLOOR PLAN 4 INT. ELEV. A2.G4 UNIT G4 4 Goa FLOOR PLAN 4 INT. ELEV. A2.65 UNIT CA-I9 4 G4a--29 FLOOR PLAN 4 INT. El EV. A2DI UNIT Of 4 Via FLOOR PLAN 4 INT. ELEV. A2D2 UNIT 02-29 FLOOR PLAN 4 INT. ELEV. A2.02a UNIT 02a-29 FLOOR PLAN 4 INT. ELEV. A2.HI HANDICAP UNITS A & 4 GI& PLAN 4 NOTES ARCHITECTURAL_ A5.1.1 BUILDING SECTIONS - BLD6 TYPE 1 4 III A522 BUILDING SECTIONS - BLD6 TYPE If Al.l WINDOW, DOOR 4 ROOM SCHEDULE5, TYPES 4 DETAILS A&I WALL SECTION 4 UNIT SEPARATION A%EMBLIE5 Ab.2 UNIT SEPARATION ASSEMBLIES 4 FIREPLACE DETAIL5 A9.1 EXTERIOR DOOR 4 WINDOW STUCCO TRIM DETAILS A02 EXTERIOR DETAILS AD3 STAIR SECTION 4 INTERIOR DETAILS ARCH - BLDC TYPE IV (APPROX. 7,17q SF GLUBHOUSE) 5.b3 CLUBHOUSE FOUNDATION PLAN 5.6.4 GLL0I0U5E WALL 4 ROOF FRAMING PLAN A2.1.4 CLUBHOUSE FLOOR PLAN A3.1.4 CLUBHOUSE FRONT I RIGHT EXTERIOR ELEVATIONS A32'l CL.UBi t 05E REAR 4 LEFT EXTERIOR ELEVATIONS A4.1.4 CLUBHOUSE ROOF PLAN A5.1.4 CLUBHOUSE BUILDING SECTIONS A52.4 CLUBHOUSE 80ILDIN6 SECTIONS A53.4 CLUBHOUSE MISC. SECTIONS 4 DETAILS A5.4A GL DHOUSE WALL SEGTION5 A55.4 CLUBHOUSE M156. 5EGTIONS Ab.1.4 CLUBHOUSE DOOR SCHEDULE A1152.4 ROOM FIN15H SCHEDULE Ab3.4 CLUBHOUSE REFLECTED GEILING PLAN (TO BE 5013MITTED IN CONSTRUCTION 5ET) AD3.4 CLUBHOUSE INTERIOR ELEVATION - BATH RM5. E22 CLUBHOUSE AUDIO/ VISUAL LAYOUT PLAN E2.1.4 CLUBHOUSE MAIN FLOOR L1614TING E22.4 GLUBHOV-)f MAIN FLOOR POWER PLAN E03 CLUBHOUSE ELECTRICAL 56WJX LB 4 DETAILS M2.1.4 GLUBHOV-,E MECHANICAL FLOOR PLAN MD3 CLUBHOUSE MECHANICAL 5GHEDULE5 4 DETAILS MD.4 CLUBHOUSE MECHANICAL DETAILS P2.1.4 GL WHOU5E PLUMBING FLOOR PLAN P22.4 GLUBHOUSE 6A5 FLOOR PLAN POA CLUBHOUSE PLUMBING 5GHEDULE5 4 DETAILS PD5 CLUBHOUSE PLUMBING R15ER DIA6M5. I DETAIL-5 FP2D.0 CLUBHOUSE FIRE PROTEGTION SITE P FP214 CLUBHOUSE FIRE PROTECTION PLAN FPO3 CLUBHOUSE FIRE PROTECTION SCHEDULES 4 DETAILS FPD.4 CLUBi•#OUSE FIRE PROTECTION 5GHEDULE-5 4 DETAILS A32.1 81_06 TYPE I - ELEVATION PAINT BREAK PLAN A322 131-06 TYPE II - ELEVATION PAINT BREAK PLANS A32.3 BLD6. TYPE III - ELEVATION PAINT BREAK PLANS A32.6 CLUBHOUSE - ELEVATION PAINT BREAK PLANS A32.bA CLUBHOUSE - ELEVATION PAINT BREAK PLANS STRUCTURAL J.M. Flannigan 52.1.1 FOUNDATION PLAN - BLD6 TYPE 1 5511 UPPER FLOOR FRAMING PLAN - BLD6 TYPE 1 54.1.1 ROOF FRAMING PLAN - BLD6 TYPE I 52.I.IR FOUNDATION PLAN - BLDC TYPE I REVERSED 531IR UPPER FLOOR FRAMING PLAN 4B196 TYPE I REVV 54.I.IR ROOF FRAMING PLAN - BLD6 TYPE I REVERSED 5222 FOUNDATION PLAN - BLD6 TYPE II 5322 UPPER FLOOR FRAMING PLAN - BLD6 -TYPE 11 542.2 ROOF FRAMING PLAN - 51-06 TYPE II 5222R FOUNDATION PLAN - BLD6 TYPE II REVERSED 5322R UPPER FLOOR FRAMING PLAN -01-06 TYPE II REV'O 5422R ROOF FRAMING PLAN - BLD6 TYPE II REVERSED 523.3 FOUNDATION PLAN - 131-06 TYPE III 553.3 UPPER FLOOR FRAMING PLAN - BLD6 TYPE III 54.33 ROOF FRAMING PLAN - BLD6 TYPE III 55.1 GENERAL NOTES 4 El EVATION5 552 5ECTION5 I THRU q 55.3 SECTIONS I THRU 13 56.1 FNO 4 FRAMING PLANS - BLD6 TYPES IV, V, VII I VIII Sb2 FNO 4 FRAMIN PLANS - 61-196 TYPES IX 4 X 5b3 FND 4 FRAMING PLANS - 131-06 TYPE-5 XI® RI C K'fD �Gjineera F2.00 ELECTRICAL SITE PLAN E2AI UNiT Al 4 Ala ELECTRICAL PLAN15 LEGEND 4 FIXTURE SCHEDULE E2BIa UNIT 51a-I9 ELECTRICAL PLAN 4 BLD6 II 62 6ARA6E MOD ELECTRICAL PLAN E2.G1 UNIT GI 4 Gla ELECTRICAL PLANS E2.62a UNIT ua-iq ELECTRICAL PLAN BLD6 1 61 GARAGE MOD EI-EGTRIGAL PLAN E2.63 UNIT G3 4 Gia ELECTRICAL PLANS E2.G4 UNIT C4, 6,4a, C4-I j 4 64a-29 ELECTRICAL PLANS E2.01 UNIT DI 4 DIa EL.EGTRIGAL PLANS E2.02 UNIT 02-2g 4 D2a-29 FLOOR ELECTRICAL PLANS E214 HANDICAP UNITS AIhG 4 GI& ELECTRICAL PLAN5 E3.15 BLD6 TYPES V, A 4 Vfl - ALL GARAGE ELECTRIC, E3.22i BLD6 TYPES VIII 4 IX - K105K 4 TRASH ELEC E0.1 ELEG PANELS 4 BLD6 LOAD CALCULATIONS CT 5GELEDULE5 4 DETAILS E33.f2 BLD6. TYPE XII -SUPPLY BLD6. .MECHANICAL KTD Engineers ME2.1.1 MAIN FLOOR HVAG 4 ELECTRICAL PLAN - BLD6 TYPE I REVV ME22.IR MAIN FLOOR HVAG 4 ELECTRICAL. PLAN - BLD6 TfPE II REV'D ME2.3.2 MAIN FLOOR HVAG 4 ELECTRICAL PLAN - BLD6 TYPE 1 ME2.42R MAIN FLOOR HVAG 4 ELECTRICAL PLAN{ - BLD6 TYPE II ME25.3 MAIN FLOOR HVAG 4 ELECTRICAL PLAN - BLD6 TYPE III M2AI UNIT AI 4 Ala HVAG PLANS 4 NOTES M2BIa UNIT Bia-Ig HVAG PLAN 4 NOTES 4 131-06 II 62 GARAGE MODULE HVAG PLAN M2.6I UNIT GI 4 Gia HVAG PLAN5 4 NOTE5 M2.G2a UNIT 62a-I HVAG PLAN 4 NOTES 4 BLD6 i GI 6ARAGE MODULE HVAG PLAN M2.G3 UNIT 63 4 Gia HVAG PLANS 4 NOTES M2.64 UNIT G4, 6.4a, C4-I9 4 64a-29 HVAG PLANS 4NOT'E5 M2 DI UNIT DI 4 DIa HVAG PLANS 4 NDTI=55 1`12.02 UNIT 02-2g 4 02a--29 HVAG PLAN 4 NOTE5 M2.H HANDICAP UNITS A & 4 Wic HVAG PLAN 4 NOTES MD.I HVAG GENERAL NOTES, 5GHEDULE5 4 DETAILS MD2 HVAG DETAILS A[.I ,rif?t` ►i�J,;1P'ECTION. -8J::jFGRE. C�?1t� PLUM I G KTO Eng(wers 13 of IcI Sheet,, -lJ; ' P1.1.1 MAIN FLOOR PLUMBING THE BOTTOM OF ALL F PLAN - BL.DCA TYPE I AND FOUNDATIONS SI P22.1 UPPER FLOOR PLUMBING PLAN - BLDC TYPEJ 12" BELOW FINAL 9 P23.IR MAIN FLOOR PLUMBING PLAN - BLD6 TYPE I REV'D P2AIR UPPER FLOOR PLUMBING PLAN - BLD6 TYPE I REV'D P252 MAIN FLOOR PLUMBING PLAN - 13LD6 TYPE 11 P2.b2 UPPER FLOOR PLUMBING PLAN - BLD6 TYPE If P2.12R MAIN FLOOR PLUMBING FLAN - BLD6 TYPE ' ll- REVV P2.82R UPPER FLOOR PLUMBING PLAN - 01-D6 TYPE II REV'D P2.cI3 MAIN FLOOR PLUMBIi65 PLAN - BLD6 TYPE Ill P2,10.3 UPPER FLOOR PLUMBING PLAN - 131-D6 TYPE Ill P2.11A BLOC TYPE IX 4 A (COMPACTOR) P2AI UNITS Al, Ala 4 Bla PLUMBING PL W5 P2.61 UNITS GI, Gia 4 G2a-lg PLUMBING PLANS P2.63 UNITS 63, C3a, C4, G4a, G4-I9 4 Gifa-29 PLUMB'6 PLANS P2.DI UNITS DI, Via, 02-29 4 02a-29 PLUMBING PLANS P2.H UNITS AlhG 4 GI& PLUMBING PLANS 4 NOTE5 PO.I PLUMBING GEN NOTES, 5YMBOL5, 5GHEDULE5 4 DETAIL-5 P02 PLUMBING WATER R15ER VIAG-RANI5 4 DETAILS PD.3 PLUMBING SANITARY R15ER,,DIAGRAM5 i .r M +� dk � v } 6 eel E 16 9 w v, 3z -9, u r� yr �h �{ t 4J fly' rrW chi c «) CL 4 1�e 44 1-4 44 v 9-IEET THL.E � � a SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE -ONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING � $ ,1 i DEPT FROM THEREAFTER REQUIRING A CORREC- �ji (' TION OF ERRORS ON THE FLANS, CONSTRUCTION. PR OTHER VIOLATIONS OF THE CODES. U X9 NO.-20050 SHEET PROD. IAGR.-HETT, GUY DRAM BY-JA,IAB,SC CHECKED BY ' MATCH ROOF, FASGIA, SOFFIT, FRIEZE, STUCCO 4 TRIM WITH APARTMENT HLDG5 STUCCO FINISH - DOWNSPOUT — W-1 115" BEARING I/8" BEARING I 5:12 I kq I � 5:12 RI GE VENT DOWN5POUT LINE OF 5" 6UTTER W/ DOWNSPOUT -- — — — — — — — — — — — — — — — — — — — ——/ 0\0\10301A ffl I 5,12 HIP 5:12 I I I � I 8'-1 I/W BEARING ------------------- DOWN5POUT TYPIGAL LINE OF 5" GUTTER VV DOWNSPOUT DO►NN5POUT MATCH ROOF, FASCIA, 5OFFIT, FRIEZE, ROOF VEN 15: STUCCO TRIM WITH APARTMENT HLDGS 'O' HA6 I N GLO�KS V�NT5 - ONE PER ,.., T. 00 Q 12 E FEE OR EOUAL -4- T. O PLATE — y t t PLATE✓ r Y 1{ �- { �` Y �r- y .- Iy 'r r L' ✓-..rf % y f r' r L' . -}� y {- Y .- j {�.� -y r I { l�..:I,,. Y .rf..{r . T,,:,.{�I`+L` �.r = �; :�, .t.-.y' '�- -+- r �—r (-•^1 T--I r I i � � � I I i I � I j>�...L r,..> ,�. {_.� ,��,,�.`�. ,r..�,y:-. ..y.. ,�,,-.T.- �,�.,4,::>,la ,�„ I .,Y:.,,,,�. y,-.y=.>�,<I ,I -,,� oa as ©a STUCCO FINISH T0. CQN&Rd PAINT CONG. TO MATCH STUCCO Bid Type X1 Rog t Elevatsion SCALE: 1/4" = 1'--0" GONGRETE OR CLAY TILE 5GREWED OVER 51NOLE PLY 5ELF ADHERING 12 MEMBRANE OVER 1/2" PWD. OR -1/16" 05B 5HEATHIN6 W/ GLIP5 AND STORM GLIP5 ON FIRST COURSE. 56REW AT b" O.G. @ INTERMEDIATE 9UPPORT5 5 I'-p" APPLY MA5TIG AT EACH FASTENER ENGINEERED PREFAB WOOD TRU55E5 WITH HURRICANE CLIP AT EACH END PER 56HEDJLE BY EN6INER EL. = 8'-I I/8" ROOF PLATE `' �---- GALV. htTL. DRIP OVER P.T. #I Ix2 PAINTED 2xb P.T. KDAT PRIMED #1 5YP P.T. (ONLY EXP05ED WD ON EXTERIOR) MAGNA WALL SOFFIT W/ NO VENT5 OVER WINDOWS SEE DTL. 2 AD2 SEE 5TRUGTRIRAL FOR ANY PLATE TO 5TUDWALL STRAPPING 3/4" X 5' 51%GO FRIEZE BOARD 5/P" TYPE 'X' DRYWALL (2) LAYER5 5/5" 6YP. BOARD BOARD GEILIN6. ® EXTERIOR WALLS Mc 3/8" MIN THK (1) HR. RATED MAW WALL 5TU0G0 ON ONLY , 1.15 DIAMOND MESH OVER I LAYER OF GRADE D PAPER o PROVIDE MID -WALL BLOCKING FLATH15E 10 1/I6" 05B BOARD OVER 2x4 STUDS ® ib" O.G. INSTALL 5HEATHING W/ LONG DIMENSION AGRO55 STUDS FOR MA6NA WALL GON5TRUGTION. P.T. 2x4 BOTTOM PLATE W/ SILL SEALANT $ ANCHOR B0LT5 PER 5TRUGTURAL DRANIN65 (SEE STRUCTURAL FOR ANY SHOE TO 5TUDWALL 5TRAPPIN6 RE0'MT5) EL. = 0'-0" MAIN FLOOR — 4" GONGRETE SLAB GOMPLIANT WITH 5TRUCTURAL DRAWIN65 e _ _ __ _ _ _ (4" coNG SLAB W/ bxbxlo/lo WWM) SLOPE GRADE AWAY ALL 51DE5 TIIT(I I=1 10 MIL POLY VAPOR BARRIER FOR 51ZF AND (LOCATION OFEREI FFO GIN6) SHEET SEE 5TRUG. COMPACTED AND TERMITE TREATED FILL AW 56ALE: 1/2" - I -0" d r T. E — — — � 2. P.�-AC-y T. 0. PLATE T. 0. CAI,. CURB GRADE PAINT GONG. TO MATCH STUCCO�15EE SHEET AD�&ETA�IL5� CCO TRIM a Bldg Typle" X11 w Fummont" Elevation SCALE: 1/4" = P-O" I HR. RATED 5T000O MAGNA WALL SYSTEM ® EXTERIOR W/ I LAYER 5/8" TYPE 'X' GYP. BD. ® INTERIOR �. 2 X 8 WALL—. RIDGE q'--1 Ilb" BEARING DOWNSPOUT ------------ 8'-1 1/8" BEARING I I I Bid T I plu x y 1W, .-2 X A WAI I fib" �.�f r'"''=r T. O. PLATE T. 0. C-001`1G. GM - 6F? PR. 1640 DECORATIVE LOUVERS @ IS " A..F.F. i TYPIGAL 'U-305' i TYPIGAL V-305' WALL 3068 NITL WALL INSUL I FIR I 3068 r�TL SUPPLY RM. RATED IPRATED "R SUPPLY RM. 7 I NOTE: PROVIDE �(2) I NOTE: PROVIDE (2) LAYERS OF 5/8 LAYERS OF 5/8 TYP. 'X' o 61-6. ( TYP. 'X' ® 61-6. OF EAGH SUPPLY RM. OF EACH SUPPLY RM. 1011 SUPPLY M. 5 RATED I"R I IN5U . I�HR RATED SUPPLY RM. I I I TYPIGAL 'U-305' TYPIGAL 'U-305' 3068 MTL I 3068 MTL SUPPLY RM. (RATED FIR i RATED HR SUPPLY I I O IN Rh RATED IN R TL FIR 8 MTL L. I HR SUPPLY RM. ED - SUPPLI�`` 3068 INSUL. R .1 RA f E TL I HR 68 MTL "R SUPPLY RM. 2 FIRE EXTIN6USHIER _ r SUPPLY, 3068 IRATE .11 I HR (` r 68 M"fL UL. I FiR SUPPLY RM. 3 TED _ SUPPL +� IN UL. ' RATE c BldtA IV . Iri y- F in `-2 X S WALL :;t,_ a ?m uo .2 .5 v> > tLr CT N cn r7 :. 0 � 00 w o CO IwA Igo s>�EE r n rr� Bldg 'ryes '1 2 BAY SUP BLDG ji)) N©.-20060 SHEET PROD. m(;R.-IIErr, cHAP DRAWN BY-JA'1'40'SC CHECAED BY A9.8.12 4 THICKENED SLAB FOOTING SEE FOUNDATION PLAN • SECTION 2 3/e SEE ARCH. FOR. W.W.F.RECESSES (TYP. btt PLAN 7/1 * RATED OSB SHEATHING 6 ROOF TRUSS HURRICANE ANCHOR SIMPSON' H10 TRUSS TO PLATE TYPICAL IE .4 1 I , I ' : 4 z 2 #4 CONT. SEE ARCH. CAP- I. QONT. (TYP) 2x4 STUDS ,'H EXT., WALLS & a_'WAYS W/ RATED OSS SHEKIrHlNb (TYP.) Al lAfjH OSB Tq STUDS W/ 8d NAILS 0 Vell�oc ALONG EDGES & lloc "FIELD'TYP m_ 2x4 STUDS 0 1 (f o.c. 1/2O ANCHOR BOLTS 1 #4- CONT. 0 48" o.c. W.W.F. SEE PLAN 4 . 4 z 4.Ca 14 SECTION 3/e = l-O` SEE PLAN FOR BEAM SIZE m b—l_ d' (MIN.) VAPOR BARRIER (6 MIL) 2 #4 CONT. 0 BEAM SCHEDULE A * 2- 2 x 8 COLUMN CS B * 2— 2 x 10 COLUMN C5 C * 2— 2 x 12 COLUMN C6 D 3— 2 x 10 COLUMN C6 E 3— 2 x 12 COLUMN C6 F * 2— 13/4 x 117/,; PARALAM BEAM COLUMN C4 * 2— 13/4 X 14" PARALAM BEAM COLUMN C4 H * 2— 13/4 x 1 Er PARALAM BEAM COLUMN C4 i * 3— 13/4 X 14" PARALAM BEAM COLUMN C4 BEAMS AND JOISTS 0 DECKS & BREEZEWAYS SHALL BE PRESSURE TREATED. NOTE PROVIDE 2-20 BLOCKING IN FLOOR SPACE, EACH END OF ALL BEAMS. NOTE : UNDER EACH PARALAM B.EAM-BEARING POINT, PROVIDE 4-2x4 STUDS. 2x8 STUDS - SEE ARCH. '/:O ANCHOR BOLTS 1 #4 CONT. 0 48" o.c. W.W.F. SEE PLAN C14 -VAPOR BARRIER (6 MIL) 2 #4 CONT. SECTION r4 31e - l-Cr �S 6. 3j 3 7/16" RATED OSB SHEATHING ROOF TRUSS HURRICANE ANCHOR SIMPSON H10 TRUSS TO PLATE TYPICAL SEE ARCH. 2X4 CAP R. CONT. STUDS BEYOND ..... . .... sHffr -flu ULDG,''11TE Xil FOUNDATION PLAN o NO.-20060 Stu L -HETL CHAP J M FLANNIGPR%AN & ASSOCIATE MAN MCRBY-AW.SC 6250 SHILOH ROAD — SUITE 210 S6*31 ALPHARETA, GA 30005 PONE- (678)5'13-4242 FAX: (678)513-4232 .g PANEL 'S' (NEMA-3R) VOLTAGE. 240/12OV, 1 PH, 3W MAINS: 30A, MCB CIRCUIT QREAKER/POL.E DESCRIPTION 1-2 20A/1P GARAGE LIGHTS 3 20A/1P EXTERIOR LTS (1) (1) CIRCUIT IS PHOTOCELL CONTROLLED. 3#8( CU) , 1 # 10G, 1" C TO NEAREST HOUSE PANEL. PROVIDE A 30A/2P BREAKER IN HOUSE PANEL POWER RISER DIAGRAM NOT TO SCALE S: 3 S. 1 PANEL' S' A A i C #{ sS B A A P F. ! 1 A A II I 'I d i Pul 5G&E: 1/4' = P—O' Imo, j iW�r i�� . i�tl y } fire XA LIGHTING FIXTURE SCHEDULE MARK MFG. & CAT.# DESCRIPTION LAMPS MTD VOLTS REMARKS NO. TYPE EAGLE KEYLESS 75W A 604-80X LAMP HOLDER 1 A19 CS 120 B PROGRESS OUTDOOR 28W WET LABEL P7193-31 WALL MOUNT 1 QUAD WS 120 C PROGRESS CLOSE —TO —CEILING 13W DAMP LABEL P7376-31 LIGHT FIXTURE 2 TT CS 120 XA CHLORIDE SELF POWERED CONNECT TO UNSWITCH LEG CEL EMERGENCY LIGHT WS 120 OF ROOM LIGHTING CIRCUIT S. 2 ri 0 N 4 � q 1 SHEET TITLE Bldg. Type Al Electrical Plan JOB NO.— SHEET (� PROJ. MGR.— v , DRAWN BY— MLQ3' 3' 12 �l r CHEq(ED 8Y— , F 1 TYPICAL EXTERIOR GRADE, NO.3 REBARS AT ,. „ i MARK STRUCTURAL LENGTH ELONGATION LENGTH No.REQUIRED MARK STRUCTURAL LENGTH ELONGATION LENGTH No.REQUiRE BEAM AT GARAGE. 12" 0. C. D 01 CENTERED IN 4 TYPICAL GRADE BEAM SLAB AS SHOWN. WITH SLOPE. S14 11'-9 1/2" 15/16" 3 S66 63'-6" 5 1/16" 1 „ 5 121'� 567 64'-8' S 1 /8" 3 5 S14 i 16 2 516 13'-9 1/2' 1 1/16" 1 S68 65'-10" 5 1/4' 1 4 I 's Sq 7 I 14'- 2" - 1 i /g" 1 S69 66'-8' S 5/16" 2 Sig 17,, 0„ 1 5/16" 4 S70 67' 5 7/16' i S73 70 2 6' 5 /1 2 20 1 ! _ 1 8 4 THESE DRAWINGS HAVE, BEEN CHECKED TO INSURE A REASONABLE S21 18'-Y�" 1 7/16" 1 S74a 71'-1 1/?_" 5 1 i/16" 1 ' AND NORMALLY ACCEPTABLE DEGREE OF ACCURACY. HOWEVER, THE n 1 i 2" 2 S74 71'-4" 5 11/16' 2 , • CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, S21a 18 10/ DETAILS, AND CODE REQUIREMENTS OF THESE PLANS AND „ „ „ 3 TOTAL SLAB' AREA 8,571.50 SO. FT, SPECIFICATIONS PRIOR TO THE START OF WORK.. S23 21 -0 1 11/i6 1 575a �2 -2 5 3/4 ;:. n 73 0 5 13/16' 2 „ ALL -'TENDONS 1 2 OiA. 270K.' ".. S24 2i -3 1 11/16 1 S75 [„ loam rr i r� rr�r 73 -6 5. 7 $ 2 {�� yam° B a WITHOUT erg- /� � DON O B 1v x2O �2 -10 1 13 16 3 S76 % 1.�. 11► 1 Dt V�1� 1lJ '` S25 % c S WITH ARCHITECTURAL`""" FIELD, VERIFY ALL :DIME ' ONS, NOTE �, DROPS, SLOPES, AND RECESSES ;.,.. �g/��j D OM. T1RAWlNGS..�# Gd�4r�C F-�►1`i r 526a 23 —4 1 13/16 1 S78 75 —6 1/2 6 1/16 2CC 'RECESS AS. REQUIRED FOR CERAMIC TILE' WOOD OR, BRICK FLOORS, MAINTAINING FULL SLAG S26 23'-9" 1 7/8 3 S80 77 —8 6 �/16 1 {^ ANC 'GRADE .'BEAM` CIF<PH. - 16„ 122' 8" /16" THIS IS • A RIGID GROUND SUPPORTED SLAB; DESIGNED TO S27 24 3 1 i 5/ 2 S 127 9 13 2 c L TE OtJS AND REBARS TO MAINTAIN PROPER POSIT'ION.- PROVIdE ADEQUATE :SUPPORT, FOR A L ND 0 cc LOAT ON THE SURFACE, DIFFERENTIAL MOVEMENT CA,N NOT „ w AVOIDED. HOWEVER THE DESIGN: 15 MEANT TO MINIMIZE 533 30"-1 1" �`, 2 7/16 2 S13i 126 -5 10 1 /i 6 3 -� :, DE A 1 ! TERSECT ONE. 'SECURE TENDON TO CHAIRS: SLAB CHAIRS TO <.8E PLACED AT ALL N I ITS N DATIVE AFFECTS: ` . " ,_ „ 6 � ' .. �' 7 3 4 2 i 16 1 S 13 1 1 8 _. _ . , S3 4 _ •1 / 140 5 10 7 A ED . '1 000 'P S.I. E IM NARY: T 510N TO BE PLACED ON TENDONS - 'ONCE, CONCRETE HAS ,fE GH A �, ` PR L .I EN . ,, .,. , " 1 i 3 16' 1 TO-' CONTROL °SHRINKA E; CRACKING. S40 37 2 1 iG 2 S 45a 140 —6 1 / �. TENDONS ii tt�� TRESSED, �� 1 „ r 14 ,-0„ 11 1 4 2 T 'CONTROL., SHRINK GE S57 54 8 4 / .,...CURING COMPOUND `Ta DE PLACED ON,_ SI.AE� IMMEDIATELY AFTER:' FINISH 4 R _ _ A . . Cy�(AC INC. " _ 3 00 4 2 146 141 11 /16 • ..(. ,. h 56 1 2 5 8 S5g / a D �' bCTOR,,AND- ` , ..PLAIN M i A COMPACTED ;�`{� 95 � MODIFIED R . .. _.. " -.FILL ..SHALL BE. AN •INERTGRANULAR A ERI L : 1.0 '61 ,�8 4 % �LL v 0 AL H kfMCTER OF- THE 'FOUNDATION, IN L _. _.. SHALL I;XTENG.. A MINIMUM. C3EYOND D .#?>�... A , r r , DIRECTIONS, . _. 1 UILDI G�YP� I .�EVCRSC ..,. 1 3 6" � rs 0 � N _ S62 ,fig 4 1/ 4 � , „, ..- BER� � <� 7 17 .& 25 .. BUILD NG NU to WITHOU . 13VANCE _.. F MATION', SHOWN {3N `HIS,. S >~�:T.. A „_ , .. " ALl`ERA710Nw TO 0 I�EV'IATlON T'RG1,� . HE IN OR H . T ONLY t YOU L E , _ 1 N AND.,GRADE BEAM LA -. , , N E` 5 < CINEERS ..INC, , RESF'WNS f� .. T F'PROVAL _`ROM. ANdERSON ENCiNEl;f�5.1NC,, M .Y ,,VOI[�, � D CN EN _ , , - _ _ .,. ,. , , i F 1, e . } E /Palo"" 40 MARK STRUCTURAL LENGTH ELONGATION LENGTH No -REQUIRED MARK STRUCTURAL LENG,rH ELONGATION LENGTH NO.REQUIRED THESE DRAWINGS HAVE BEEN CHECKED TO INSURE A REASONABLE AND NORMALLY ACCEPTABLE DEGREE OF ACCURACY. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, DETAILS, AND CODE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS PRIOR TO THE START OF WORK. THIS IS A RIGID GROUND SUPPORTED SLAB, DESIGNED TO FLOAT ON THE SURFACE. DIFFERENTIAL MOVEMENT CAN NOT BEAVOIDED. HOWEVER THE DESIGN IS MEANT. TO M|NUW|7E ITS NEGATIVE EFFECTS. FOWINDAT10", PL N / BUI( BUILDING TYPE F) LDINGl TENDON AND GRADE BEAM LAYOUT ONLY ` m � m � uo| � � —/ -� or) m � � m o to ')27n un TOTAL SLAB AREA = 7,243.75 SO. FF. FIELD VERIFY ALL D|MENS|0NS, NOTES, DROP3, SLOPES, AND RECESSES WITH ARCHITECTURAL DRAWINGS. RECESS AS REQUIRED FOR CERAMIC TlLE, WOOD OR BRICK FLOORS, MAINTAINING FULL SLAB AND GRADE BEAM DEPTH. PROVIDE ADEQUATE SUPPORTS FOR ALL TENDONS AND REBARS TO MAINTAIN PROPER POSITION. SLAB CHAIRS TO BE PLACED AT ALL INTERSECTIONS. SECURE TENDON TO CHAIRS. PRELIMINARY TENSION TO BE PLACED ON TENDONS ONCE CONCRETE HAS REACHED A 1,000 P.S.I. TO CONTROL SHRINKAGE CRACKING. CURING C{)kJPO[/NQ TO BE PLACED ON SLAB Ik4KJED|/\T[LY AFTER FINISH TO CONTROL SHRINKAGE CRACKING. FILL SHALL BE AN INERT GRANULAR MATERIAL COMPACTED TO 05 % MODIFIED PROCTOR AND SHALL EXTEND A MINIMUM OF 5'-0" BEYOND THE PERIMETER OF THE FOUNDATION IN ALL DIRECTIONS. ALTERATION TO OR DEVIATION FROM THE INFORMATION 3H0VVN ON THIS SHEET WITHOUT ADVANCE APPROVAL FROM ANDERSON ENGINEERS INC. MAY VOID ANDERSON ENGINEERS, INC. 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I . 4 - - " = ", il, , I I . , � I THESE DRAWINGS HAVE BEEN CHECKED TO INSURE A REASONABLE -0" -9" % "; ��, �l - 11 , ". S*190 1 7' 1 5/16' 4 S69 6 6 5 5/16 1 , 1, I I I 11 'T j�' � ' I - I i ,11 � I I L 'CEPTABLE DEGREE OF ACCURACY. HOWEVER, THE Z ,:t �, "-','�i'j,�� ',:L.�L'l I I � ''. . � L�� ,� I 11 L AND NORMALLY AC 0 *; � "� ",", �'L. , , . � i", _� .Ll' �, I ;� I � I I . CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, I . L"' �L i� i),� , ;":� �!� IL S20 17P-6" 1 3/8" 4 S70 67'-2" 5 3/8" 1 "" - -, I -'L. ' , , , '' � � , , . . . U. CC 'Ili' , 11 I- ; � ILI , �, , T '4 ' I L I DETAILS, AND CODE REQUIREMENTS OF THESE PLANS AND 5 to rl �i�:--. , . I I I I ," I'- -, 4 , I � -r OF WORK. 523 20'-8" 1 5/8" 67'-7" 1 I � � , - , "", � � � , ;� �l � z, I ,� I.".,, rOTAL $LAB AREA' = 7,243.75 SO, FT.L . SPECIFICATIONS PRIOR TO THE STAR 1 S70(3 5 3/8" CL < 0 %-*Of . . I I �'�:�"�:::"'�"%-` ' �' � .'L I - I , . , � �j 11,111 I '' 11 11, . 'L I � I � � I I z I j:�_';j', 'L �-�� I I . 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S27 24)-3" 1 15/16'0 2 sloo 97'-8" 7 13/16" 2 :," �_;, ,,:'! "I'L7 � L' � � r. � " I r L . " � ' . ' ' I I I I . I � ��, �.,-'f ':L.�- "I "" :L'�", t ��'�-�') _� ,: "" '�j.- �. ''� L'I .,�' � I I � I 11 I 11 i "I � I I I I < , ��i, � , ;�__�4',��,"' '� ' - , ;�,� -RECESS AS REQUIRED FOR,QERAMIC TILE, WOOD OR, BRICK�FLOORS MAINTAINING, FULL SLAB I . I . I �', 'i �''_ �' : : , , I I p I :1 . L I . )11,111 'L. -.,."�'- I , " :-'�, I'll .1 , I . I - I , S27a 24'-9" 1 15/16" 2 5117 1 1 2'-8" 9" 4 0 x 0 "�,'L''�L`,'��,:'�: " -,� . 0 ll-�`� i�'': - L I �, . lAW,6R'AQE,.-8EAM 'DEPTH, . . I 11 L ''I'. 11, �,,, �, �,, i-7 2 i" "".: . , , . I L, � 1. . L I 1� , ','iL ,'� I I . ,, . I . , , , " ', L , ' I �,,,- , �1, �l I L i, I L'", I 1 - 1 1 � . , '' � -. ,,, . I I . .1 Z 0 W - - . il ,� " ' � ' - L I . - I r I , . - " �,lllli�:--�ol ii,�!�,�,�,, , L " i�' � ", , ,� "" I I I I I r I L . � - I'll I ' I I . I , ED TO S29 26P-2#1 2 1/1 6' 2 S121 116'-8" 9 5/16 3 .. L � , L',r, '' " ' '' . I ' I I THIS IS A RIGID GROUND. SUPPORTED SLAB, DESIGN I 1. '�'P�"4�"'��'L�; �' , � ,_ � . . I �- " I L I . ,�J'�' � _1 , - ��ROYID ' ADEQUATE, SUPPORTS F RL�ALLI TENDONS, AND,,REBARS TO MAINTAJN PROPER POSITION. , - L '' . '�' -L- : ,.','iT E Q . , I I . =) m z 1= 'r 'J,,�,_ -- 1- ,�� I . 11 L' .1 M ' - , - I ,�, �j, I I 1. I , �, � ,4 , I I FLOAT ON THE SURFACE. LDIFFERENTIAL� �. QVEMENT,CAN NOT . u ,� - . . . , I , I - - I I � � %%,�"".��":, ,,r I�� --i I -- " "'' I � , I I , L I � � 11 I '; I I 'L - , - - � p, I I I L - 2 3/16" 2 S122 118'-l" 9 7/16' 3 --) I 1.[ �", �r, L -;i ., , , , - ��:� i'll, �:,:,", l - ,� .1 1. I � a - '. I �,� . ,,, _L, I i,; , I 1. L I I - ; w � ,� -lL-__:l--�-;l,;";,�' I . I - I I I , I BE AVOIDED HOWEVER THE DESIGN Is MEANT TO MINIMIZE S30 27 -Y . 0 it < 0 �,,�,�!�-�'�,,""�",4",�'',,!, I�L $LAB:,CHAIRStJ0 BE,POCED.AT ALL- !NTERSEQTIONS- SECURE TENDON TO CHAIR$. . " . I I 1, ,, � I � I L I 1 4 ' I I ' - - � ': "I � Zl;.. , . L � 1. I . I � � . I �"';"-��'; ��' " " "T" " L,,' : " 1, ' ' , - ", , L' 11 - 11 . I I I . " I .1 I . I . I I 01� LL < (n , u. j.' ''L " -' ," -". L'',, �l :%,�,�', -i,--, I . 4 � 1;�, �1' .. I I � , Ll� 1".1 "I . I I I I I I - . . I ITS NEGATIVE . EFFECTS., � I . I I _� ,_,r -�'-�:�, t ' - ' " * " ' '� P . l,lL,, � _ �' i� - % i� , � ' L I � . Ir . I I 11 5 32'-4" 2 9/16" 4 3132 1 27'- 1 1 " 10 3/16" 6 L � ::"-""��'��'�"��L�',�,'��" � �i:�l " '. I ; . . I I I '�,,�.',I,',L,',; ,` �-:�',':: ., , t ' L,' 7E ,, i'' ; - L - ' � ' , - - I - L .1 - , I L ,,. I '. I . I � L, 1. � . I I I I 1 .35 - I ��;t-,,,�,�' ': -� I -14AS REACHED A l'000, P S.I,' . I � � L . . I I : ,� � '' � � �R - TENS IONL. To ,BE LACED NiTENDONS ,QNCE,.CONCRETE I 1; - i r'.. Ii'�' " _ _6 � f , ,�� I .." �, I L I � � I I -,�;,,i`k�,,�-i' .� , . I � . LIMINARY, , # .- 1. i,..� r I - I � I , L 11 ' ,� L 4'�L" 1. il I �-� , I I . L 1. I . I .1 L I I - . I "'1*1�i�""��L;,."�'j,""',�", ,�".,,r:L , 'I'' - , 'CRAQ � , � , L � . I L I . . I � I I I I � " " - - , , , 'TO � CQNTRQL�� SHR 11 - I I . L I I , , � , : , KINQ-�, '� ,,'� I � L I 11 I . , , INKAGE:' . � . I . . I I I 1, I - - � � '- - - . . � .1 L "�:��i',�',�,', ,�--�i:" .'�,,� L � , - , �. � , L �,�, � , . :- - � � -� - , ,v, ,�,i, - I I . ; ". I . I � I . I I 11 I , , 1-1- I I � I - L I S37 34'-4" 2 11/16' 1 L I - AN . ,� : 1%, � �, , I , I q . I - . , . I I I ,��:, �� ,I %� I �. -�- t,' �i, "L " " � 1.1ii, - I " � I I - I , . I L , - � i zLl- I , - , " , , 1 - I I - I L'I ' I �"., . L ' I " I , � "', � I I �" I I � I . i . ,`-� ��, "": k �,, v-,r!,,z - - � .4 1, - . -,�, , t N'�", , , , 'L ' , ," ' I I I , ,�j�i ii, L "L-1 � I I 1. 11 I I L I I ' I � . I � . ". � ,,�, 1 I , I I , I � (=;� 'L�LI ' -:1 I I I ,E2 �;,.j'��" ""��"��' 'I _; '! �, � - . �, I . I L . C� L �,,� ",; I ISH, T, , I ��');�,:,�, � 7f" , � , LCONTR r - ON,BOTH ENDS L L , , r � .1 'I �, ., � '', l,". I C� ' Q I ', 14: 1, - -�' :" 1 � , . 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AL - BUILDING s I I . `�' � ' � t,�� I ,� ,,, i, , ii� FRQM., THE,I INFO HOUTL�' QE -L 'L, , .1 � "!,, - ,,,I r ', " -, RMATJOW,S,HQ W,( EET , WIT N. - : , " L I .0 "�"","�L"�"`L�"" "L� i t'RATf0',(.'jO::i!i.0R , ��,DEVIATION � , ' ' I - W I '�N' TH �, -� -, L L �,22 "�!.,�,Jr' � �i:` ,�LL '" '' � I �� ... ... oe�l . :: I , " Nyj�B� . I r 0 � _�l _:�, , , % ,� �� , - 0y, , f-:4 , I .- ' L I I ,%' � 11 �, � � -- . I - . . �ilio,-i4,."-, �, - , � ",, , I � i I %_,:0 �,� :,, �1, '; ��', ��, 2." � ", !, ,," I-- � " � :,,� ,: ' ' ' '�., J , I , ; I . I I � I I I I . "". , �:. 1 � . I I ; ' ' �'� , , - , L , ;, , liv; . m � -( , L f4 �l 9 L , � I I , , , , � I " L., I - ,-� 'M L'. I - . I , I .1 , , �' � - I I " , . I "I 0 u � . , I Q M, L �' ' , , b � , RS' ' qt4L,EN IN '�Oi [)-GRAQ'� � BEA ' I I . IL I S61 59, � I .. ( I . I 1, , , . M ,,LAYQUT ONLY - - I 1 4 1 1/16' I I . . - . . L . , . I I I I - I I I -� ':';' I . I I -�., .�%'': ,�:,: � _1' , L''�: 1. 1, I ;i� � I I L ,� I I L I . . 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L MARTS STRUCTURAL LENGTH ELONGATION LENGTH No.REQUIREU MARK STRUCTURAL LENGTH ELONGATION LENGTH No.REQUIRED a14 1.1,-6" 7/8'. 2 S62 59'-4" 4 1 1 / 16" 1 314a 11'-9 1/2" 15/16" 2 565 62'-2" 4 15/16" 1 S15 12'-4" 15/16" 2 S66 63'-6" 5 1/16" 1 S16 1 Y-3 1/2" 1 1/16" 2 S68 65'-2 7/8" 5 3/16" 1 S17. 14'-2" 1 1 /8" 1 S680 65'-10" 5 1 /4" 3 S1J •17'-0 1/2" 1 5/16" 6 S69 66-10" 5 5/16' 1 S20 170- 6" 1 3/8" 6 S70 67' -1 1 1/2" 5 7/16" S21 18,--4" 1 7/16" 1 S7.3 71'-1 1/2" 5 1 1/16' 1 S21 a .. 18'-10" 1 1/2" 2 S74 71'-4" 5 1 1 /16" 4 S23 2.1 `-0" 1 1 1 / 16" 1 S75 73' -0» 5 13/16" 2 S24 21'-3" 1 1 1 /16' 3 S 76 73'-6" 5 7/8' 3 5126 23'--2" 1 " 13/16" 3 S78 75'-7 3/4" 6 1/16" 1 3260 23'-8" 1 7/8" 3 S122 117'-•l0" 9 3/8" 1 S26b 24'--1» 1 7/8" 2 S127 122'-8" 9 13/16" 2 S31 28'-11" 2 5/16" 2 S131 126'-5" 10 1/16" 1 $33 30'-11" 2 7/16" 1 5132 127'-4" 10 3/16" 1 S37. 34'--4" 2 11/16' 1 3132a 127'-8" 10 3/16' 1 S47 44'".11" 3 9/16" 1 S135 131'-2„ 10 7/16" 1 S57 54'-8" 4 3/8" 4 $142 137'--2" 10 15/16" 6 S59 56`--41, 4 1/2" 4 S 145 140'-6" 11 3/16' "1 S61. 55'-4" 4 5/8„ 2 S145a 141'-0" 10 1/4" 2 S61. 58'-,10 .112' � 4�� 11%16` � � �S146i 14-l'-8" 'It 5/16" 4 , THESE DRAWINGS HAVE BEEN CHECKED TO INSURE A REASONABLE AND NORMALLY ACCEPTABLE DEGREE OF ACCURACY, HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, DETAILS, AND CODE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS PRIOR TO THE START OF WORK. ALL EXTERIOR BEAMS WITHOUT TENDON # *R TOP AND BOTTOM. THIS IS A RIGID GROUND SUPPORTED SLAB, DESIGNED TO FLOAT ON THE SURFACE. DIFFERENTIAL MOVEMENT CAN NOT BE AVOIDED. HOWEVER THE DESIGN IS MEANT TO MINIMIZE ITS NEGATIVE EFFECTS. i SCALE _ .S/16^ � `-0„--(-BUILCiiNG •�TYPE._Iil_. ___. ( BUILDING NUMBERS 1 , 3 . 4 , 13 & 14 TENDON AND GRADE BEAM I.W(OUT ONLY ir> N a r) 1) tf) TOTAL SLAB AREA = 8,288.00 SO. FT. ALL TENDONS 1/2" DIA. 270K. FIELD VERIFY ALL DIMENSIONS, NOTES, DROPS, SLOPES, AND RECESSES WITH ARCHITECTURAL DRAWINGS. RECESS AS REQUIRED FOR CERAMIC TILE, WOOD OR BRICK FLOORS, MAINTAINING FULL SLAB AND GRADE BEAM DEPTH, PROVIDE ADEQUATE SUPPORTS FOR ALL TENDONS AND REBARS TO MAINTAIN PROPER POSITION SLAB CHAIRS TO BE PLACED AT ALL INTERSECTIONS. SECURE TENDON TO CHAIRS. 0 z to w ca ..J Ix D F- c� c� h an r� LL n z t3 Lu lL.. ci CL i-r 0 ,J tJ? .J w U CJ sxt h z ui h d h th W W h L:. QG ui v ui z C7 pG <t z w V5 ui C3 A "z t9 _z 3 Lk: C] PRELIMINARY TENSION TO BE PLACED ON TENDONS ONCE CONCRETE HAS REACHED A 1,000 P.S.I. TO CONTROL SHRINKAGE CRACKING. CURING COMPOUND TO BE PLACED ON SLAB IMMEDIATELY AFTER FINISH TO CONTROL SHRINKAGE CRACKING. FILL SHALL BE AN INERT GRANULAR MATERIAL COMPACTED TO 95 % MODIFIED PROCTOR AND SHALL EXTEND A MINIMUM OF 5'-0" BEYOND THE PERIMETER OF THE FOUNDATION IN ALL DIRECTIONS. ALTERATION TO OR DEVIATION FROM THE INFORMATION SHOWN ON THIS SHEET WITHOUT ADVANCE APPROVAL FROM ANDERSON ENGINEERS INC. MAY VOID ANDERSON ENGINEERS, INC. RESPONSIBILITY w 6 [il z o o CV u z crF N a I r E '^ ; co J UJ p uj —J Lij !4-) Lu 00 to fr. cn tR) z 0 0 u') W tdU z a Cal. w -> 2 CL vk St- m. 0 n rri v CD Ll- .p © W u� c> v cv co c� w ti- poj IE SANFORD BUILDING DEPT, TiONALLY ED AND COND' HALL BE THESE PLANS ARE REViEW'ERMIT ISSUED S FOR PERMIT. A F. ACCEPTED E. NSE TO PROCEED WITH E A LICENSE OR ATCONSTRUED TO B �UTHORITY-ToAND NOT AS _ F THE THE WORK . T ASIDE ANYCANCEAROR SE SHALL S OF THE -TECHNICAL CODES, BUILDING PROVISION PREVENT THE �' c()FmSr-- ISSUANCE OF A PERMIT. R REQUIRING � T FROM THEREAFTER _TIC)N DFP PLANS, CONSTAUr TION OF ERRORS ON THE THE CODES - OR OTHER VIOLATIONS OF City of s, Model f;- in of fOCt: Stancii;inJ Jui;dirlig Code 1997 ed. 5rasI' Code 19 9 7 P, d. �W')Dfflfj .�o �wpl pf lo t" Code 1997 ad. p___ 'All I coric, V996 ed. '1997 FL Enkj"jy G(jue 1997 1 " = 50' U 0 O CU r� 0 r� CD Cu CU En LEGEND NEW STORM DRAINAGE PIPE NEW SANITARY SEWER/MANHOLE per- s NEW SW SEWER CCEANOUT O2 NEW MANHOLE NUMBER e" NEW WATER MAIN NEW FIRE HYDRANT RMNAAW VATER AND CS WU BE PRMTaY CIONNWCT W.M. W PLEASE t (see Sh"t t8) d E77 INO WFT STAIM VARIABLE WIDTH IMPROVED PUBLIC RIGHT OF WAY NO. DATE REVISION 1 12100 vow-0, wAt m"mw & Uft Station -.- • • SANITARY MANHOLES EXIST MANHOLE NO. 1 N6068.95 El18i792 r�' •'' \ ` ( ; TOP - 55,51 / IN INK - 47.04 (EXIST.) INK = 48.94 S. MANHOLE NO. 1 N6038.655 E 11923.02 TOP - 55.0 `\� INV. - 49.36 S. / RETAINING WALL I INK - 49.26 N. TOP EL. 57.6 I �� MANHOLE NO. 2 I N5923.92 E11915.45 I { ( INK = 50.46 S. BLDG. 22 1 I INK - 50.36 N. YD-'22 TYPE fI i i MANHOLE NO. 3 o' I N5852.24 El 1986.33 4 ' INV. - 51.47 W. 6b �: ( I 1W. 51.37 N. BLDG. 19 B TY E i 21 1 1 INK 53.27 S. TYPE II I i -1 4 MANHOLE N0. 4 STS-1 • -,, BLDG. 24 j � N5915.15 E12075.40 N TYPE11 TOP - 59.1 >� ► I I IW. 52.13 15. �►,.. '� t '� INK = 52.03 W. BLDG. 16 TYPE 11 F >`► MANHOLE NO. 5 Wm5TS-3 d l I N59366.24 E12330.445 4 % STS- 6 ( INV. - 53.75 E. „ TS 3 �. ell MANHOLE NO. 6A 1 N5879.76 £ 12 see 92.9E . � R� 5 \ ' { �' e" STS `"' , TOP 60.4 75_3 INK - 55.36 S. INK - 54.67 t INV. - 54.57 W. BLDG: 20 6 _ %{ I I _ 6B MANHOLE N0. 68 O N5879.76 E12611,35 TOP - 59.0 BLDG. 23 s.d I o {m /W. z 55,00 ,► TYPE III _ { L9- !�7 MANHOLE NO. 7 O633.80 12537.88 -----.- { INK - 56.44 S. Ts-z BLDG. 15 _ BLDG. 25 _R ?r" INV.. - 56.34 N. TYPE I TYPE _ O MANHOLE NO. 8 N538785 E12545.79 O ` TOP - 63.2 INV. - 5742 N. (� MANHOLE NO. 9 I. N5327.59 E12281.53 TOP - 62.6 STS 1 ! INK - 58.60 ` p 1 ! a MANHOLE NO. 10 I - N5742.40 El1742.60 BLDG. 13T5-�a ({ . , TOP - 61.3 TYPE lil Y POND � Py INV. 52.s4 W. # BLDG. 26 I { , 8 INK 5?_.54 E. 2 .. 1.09 AC. YD-16� YD-26 BLDG. 1$ TYPE II e I { TYPE III 1 ' 11 MANHOLE NO. 11 T5`1 " 1 I { N57OZ 105 El 1590.09 YD-�15 2 YD-16 TOP - 62.75 I C7 INK - 53.27 E. 17 % - M I -- (- INK - 53.37 W. -•17 j ___ i �^ * 2" 1 12 MANHOLE NO. 12 N5642.97 - El 1548.00 W TOP 62.5 M v� (5 cs { INV. - 53.68 E. j o m - INK = 55,26 S. �. 'l a• ,�. s" ( { �i�' 93 UANHOLE NO. 13 N5561.19 E11572.37 TOP = 65.0 _l m BLDG. 12 t;• INV. - 5750 S. STS-a TYPE I la 1W.. "w 55,60 N. BLDG. 27 j TYPE I 1 t 14 MANHOLE NO. 14 I I I TOP N556664.E l 1425.03 INV - 5 7 . 38 15 MANHOLE NO 15 { N5451.92 El1527.99 TOP - 67.0 ®�3 - { INV. - 58.07 W. j BLDG. 17 { i 1Nv. = 57:97 N. TYPE I STS-3 ({ )6 MANHOLE NO. 16 BLDG. 11 BLDG. 18 _2 I I - N5451.92 E11296.56 tTYPE I TYPE I d �„I 1 !NK = 59,00 MANHOLE NO. 17 -- - f - - - - - - - w a1 - �. 7 , N562216 £12038.64 - { w J INK - 5750 N. / 1 ....... I { j I 1W.. - 57.60 S. MANHOLE NO, 18 271•_ay I N5321.45 E f 1947.15 TOP - 68.2 167'-8" PVC ..m---- STS-1 {� N' I { i INK $ 61.53 E. 18 19 INV. - 61.43 N. uAsro WA INV t 63.33 W. •."^' ` . , r.wi , i r w . ns1. Q" Wm ANC Ri WAIM w®, , www . t . . rsw . w , wr . ry.w .wry . wr i w . � , MCM /BUE$ ..-u TY AOCE98 N532 O79 NO. E12 913.82 8" PLUG & vALTOP - 66.2 11 INV - 62.20 Si Owolk by County NOTE, ME P/R• WATO MEMP fxTENSM W � Y u :� ' r 20 MANH E N E11853.01 PLANTATION LAKES PHASE II AL TMAN .IDE V'EL OPMENT CORP. WATER & SEWER LAYOUT SCALE:- 1 " = 50' DATE.• October, 2000 Swallows Engineering, Inc. ENGI.1lNEE)UNG -- PLANNING 22d.2 K w. Im 9TBBv GAJNFE'S'VI M nOMA 32800 OMCB., (362) 376-6861 PAX.' (362) 372--4318 DESIGNED.- 005 JOB NO. 40--00 ORAWN;• CSL DWO NO. 9 OF 22 . -- SANITARY MANHOLES i " = 50' J U) U O O CV r- 0 m v r� 0 CV c u) m cs rn 0 O O 'IT 0 0 Cn m Cr a) M .J L O .n C- d / to w SG tD __J L O in L d / 3m O J J d r J t Z O O / d J O d fJ d O LEGEND NEW STORM DRA/NAGE PIPE NEW SANITARY SEWER/MANNOLE NEW SO. SEWER CL&WOUr NEW MANHOLE NUMBER a~ Wm NEW WATER MAIN NEW FIRE HYDRANT CS, WU 8t PRfl6 MY I I I I, / r�- r" � . I I TS-36 I { I I f I I I I I I I TS- DRY POND #1 � I 0.62 AC co mecr WA m rlos (See Sheet 10) I VARIABLE WIDTH IMPROVED PUBLIC RIGHT OF WAY NO. DATE REVISION 1 fV00 4-valves, Wm M*#MWy & 1A Station RETAINING WALL { TOP EL. 57.0 I �\ KDG. 22 I i 1' :22 TYPE 11 { I ---------------------------------------- PLANTATION LAKES PHASE II AL TMAN ICE VEL OPMENT CORP. El EXIST. MANHOLE NO. 1 N6088.95 El18i792 TOP - 55.51 INV. - 47.04 (EXIST.) 11W. = 48,94 S. MANHOLE NO, 1 4J N6038.655 E11923.02 POP - 55.0 INV. - 49.36 S. INV. - 49.26 N. MANHOLE NO. 2 N5923.92 Ef1915.45 TOP - 55.5 INV. = 50.46 S. INV. - 50.36 N. MANHOLE NO. 3 I N5852.24 El1986.33 rOP - 59.0 INV. - 51.47 W. 11W. - 51.59 E. 1W. s-- 51.37 N. 1NV - 53.27 S. MANHOLE NO. 4 I N5915.15 E12075.40 TOP - 59.1 1W.. = 52.13 E. INV. = 52.03 W. MANHOLE NO. 5 N5936.24 E12330.445 top - 59.8 INV. - 53.75 E. 1W.. = 53.15 W. S 3 Ir OMANHOLE NO. 6A N5879.76 E12592.96 TOP - 60.4 1W.. - 55.36 S. INV - 54.67 E INV. - 54.57 W. i 6B MANHOLE NO. 68 N5879.76 E12611.35 top - 59.0 /W.. - 55.00 MANHOLE NO. 7 N5633.80 E12537.88 I rOP - 61.8 { 1NV - 56.44 S. 1W. - 56.34 N. G) MANHOLE NO. 8 N5387.85 E12545.79 TOP - 63.2 INV. - 57.52 W. INV - 57.42 N. MANHOLE NO. 9 N532759 E12281.63 TOP - 62.6 /W.. - 58.60 10 MANHOLE NO. 10 N5742.40 El1742.60 TOP - 61.3 INV. - 52.64 W. INV - 52.54 E. GMANHOLE NO. 11 N5707.105 El1590.09 rOP - 62.75 INV. - 53.27 E f INV. - 53.37 W. 92 MANHOLE NO. 12 N5642.97 El1548.00 TOP - 62.5 INV. - 53.68 E. INV - 55.26 S. 13 MANHOLE NO. 13 N5561.19 El1572.37 rOP = 65.0 INV. - 57.50 S. INV. - 56.79 W. INV. - 55.60 N. 14 MANHOLE NO. 14 I N5566.26 El1425.03 { rOP - 64.8 1W. - 57.38 SMANHOLE NO. 15 N5451.92 El1527.99 TOP - 670 INV. - 58.07 W. INV. - 5 7.9 7 N. 16 MANHOLE NO. 16 N5451.92 El1296.56 TOP - 63.0 /NV - 59.00 17 MANHOLE NO. 17 I N5622.16 E12038.64 { rOP - 63.3 1W.. - 5750 N. INV. - 57.60 S. 18 MANHOLE NO. 18 N5321.45 El 194Z 15 rOP - 68.2 /W.. - 61.53 E I TOK INV - 61.43 N. WAFVx 1 RICLAOM ER AsAnAem WAIU INV. - 63.33 W. �u ' Ty Ao" 19 MANHOLE NO. 19 N5327.79 E12113.82 TOP - 66.2 1NV - 62.20 W TO j I 20 MANHOLE NO. 20 N534728 E11853.01 I TOP - 69.0 INV - 65.00 I Swell o ws Engineering, Inc. ENGINEERING -- PLANNING R c G' EWER LAYOUT GA S W. 12W sT A 3 WATER r.7 (�,, CA11�Il5VILZS, F37S-DA 32809 �� "" �� OFlwICE: (362) 373-l58(l1 PAX (862j 372-4318 .SCALE: I' = 50 DESIGNED. • OCS JOB NO. 40-00 DATE: October, 2000 DRAWN.• CSL I DWG. NO, 9 OF 22 U 2x4 P.T. WOOD T_ W/ '/2" DIA.x6" +HOOK ANCHOR BOLTS 0 4'-0" o.c. (SIMPSON OR TECO SILL TL ANCHORS 0 4'-0" MAY REPLACE A. BOLTS) (TYP.) CL N ~ z 2 /\,,�2x4 OR 2x6 0 16" o.c. 1 #4 CONT. W.W.F. SEE PLAN :4 ° — ---- VAPOR BARRIER (6 MIL) • 2 #4 CONT. 1'-6" -SECTION 7 3/4' = 1'-0" a. SEE 4x4 POST (SEE ARCH. DWGS FOR 4' COL. LOCATIONS) SIMPSON AB44 1 #4 CONT a 4 SLAB ON GRADE WITH 0 6x6 W 1.4xW 1.4 W.W.F. —SLAB BEYOND 4► q 2 #4 CONT r Ilk 1'-6"x2'-0" SECTION 2 PORCH POST 2 3/4' = 1'-Y' S6. SEE SECTION 1 /S5.3 a v) 2x4 OR 2x6 0 16' o.c. . V) SLOPE - SEE ARCH. U U x 4" SLAB (TYP. ALL SLABS) 6x6 W1.4xW1.4 W.W.F. wo 2 #4 CONT. 4=d TIf iL14/=4 i1.-- SEE SECTION 1/S5.3 FOR TURN DOWN FOOTING INFORMATION ® #4 CONT. cr a -SECTION 3/4" = 1'-O" S6. 2x4 OR 2x6 0 16" o.c. FOR SPACING) SIMPSON SP1 CLIP 0 LOAD BRG. WALLS 2x4 P.T. WOOD R W/ (EA. STUD)/2" DIA.x6" +HOOK ANCHOR BOLTS 0 4'-0"o.c. (SIMPSON OR TECO SILL PC 4" SLAB W/6x6 ANCHORS 0 4'-0" MAY REPLACE A. BOLTS) W1.4xW1.4 W.W.F. (TYP.) ----�1-- °=4-- --�--f it —^ — q---- . W 3 #4 CONT. 3" CLR ALL SIDES THICKENED SLAB FOOTING SEE FOUNDATION PLAN 2'-0" SECTION 1 /8" JOINT 1 /8" w _t a O w v W.W.F. � V) U- w o REINFORCING TO BE DISCONTINUED AT JOINT SAW CUT SLAB SHALL BE SAWN AS SOON AS THE CONCRETE WILL SAFELY SUPPORT MEN AND EQUIPMENT. -SECTION r5 3/4" = 1'-O!' 4 4 71 A" T V V 1 � V . �/ L.r �LJ v , • V . �/ .V V .. � ®./ r. yy/ Z.yY Y � 'Yr' •a.V qua/ Yw 1 1-LAYER: 6x6-W1.4xW1.4 W.W.F. SCALE: 116' REF, FIN, FLR. ELEV._ = 0'-0" M FL NNIG N & ASSOCIATES 6250 SHILOH ROAD, SUITE 210 ALPHARETTA, GEORGIA 30005 PH. (678) 513-4242 U VJ �., o a� 2 ,H ET 11U CLUBHOUSE FOUNDA�TIONM PI -AN JOB No.-z �o ,' sriL-Lq�..�, PRDJ. tAGR. _NETT, I;MP DRAWN BY-JANO;SC CHECKED BY SECTION SCALE: 3/4' = 1'-O" SEE PLAN f BEAM SIZE STRAP EA. BEAM (EA. SIMPSON C( 24' LONG. BEAM & CC STUD) W/ SCALE: 3/4" = 1'-O" 15/16" RATED OSB SHEATHING (EXPOSURE 1) ROOF TRUSS HURRICANE ANCHOR SIMPSON H10 TRUSS TO PLATE TYPICAL SEE ARCH. 2- 2x4 CAP It CONT. (TYP) 2x4 STUDS (SEE SCHEDULE FOR SIZE AND SPACING) 15/1S' RATED OSB SHEATHING (EXPOSURE 1) ROOF TRUSS HURRICANE ANCHOR SIMPSON H10 TRUSS TO PLATE TYPICAL SEE ARCH. 2x4 CAP R CONT. 2x4 STUDS BEYOND BEAM SCHEDULE A * 2- 2 x 8 COLUMN C5 B * 2- 2 x 10 COLUMN C5 C * 2- 2 x 12 COLUMN C6 D * 3- 2 x 10 COLUMN C6 E * 3- 2 x 12 COLUMN C6 F * 2- 13/q, x 11/g' PARALAM BEAM COLUMN C4 G * 2- 13/4 x 14' PARALAM BEAM COLUMN C4 H * 2- 13/4 x 19' PARALAM BEAM COLUMN C4 J * 3- 13/4 x 14' PARALAM BEAM COLUMN C4 * BEAMS AND JOISTS ® DECKS & BREEZEWAYS SHALL BE PRESSURE TREATED. NOTE : PROVIDE 2-2x4 BLOCKING IN FLOOR SPACE, EACH END OF ALL BEAMS. NOTE : UNDER EACH PARALAM BEAM BEARING POINT, PROVIDE 4-2x4 STUDS. 1 cf U C C 111 0 789 :• s iw � 8 L ta 0-4 0 a 1- u O q v FrQ h 2 y —j CL ;7 iR i U � 0 Q O C?� v c U 4 12 v 0 m s OD Ln v Lot) 6- �u " r- I (!! r7 cl! lei 1� p aj Qn V Q CL cd v SHE7 'nu CLUBHOUSE ROOF FRAMING PLAN 1 /8" = 1'-Q" FLANNIGAN & ASSOCIATES 4181 PLEASANT HILL RD. SUITE 300 DULUTH, GEORGIA 30096 PH. (770) 813-1042 X3 NO.-200G0 MEET PROJ. MGR.-HOT, CHAP DRAM 8'f-J.1,A19,5C HA CHECKED BY IYi CLUBHOUSE AREA TABULATION MAIN FLOOR AC SPACE 6757 SF MAINTENANCE WORKSHOP 392 SF TO fAL ENCLOSED 7,179 3F FRONT PORCH 476 SF LEFT SIDE PORCHES 70 SF REAR TERRACE 583 SF TOTAL UNDER ROOF 8, W8 8F 4-4 I�II�Il�IRI�I!!I!I!I!!11l�I�It. GRADE 14 y rr � rrY�Y�rr�:r.�r rT- , rr�rr -Y -T = f 1 1 r 4 `r,, y . rrr' :rrr rt r r r r r err �> r ��,: 18-1 1 8" PLATE LINE, � • r" rr r r—r r' I Y'-�t't' rrr `l"r` r. fY r rt` r rT�"�t"`r' Y t-., `r, : , 2 OVER 8 — ---- STUCCO BAND 12'-1 1/8" PLATE LINE_ s 9'-1�8" PLATE LINE I �# iIj 23'-2 7/8" DORMER BRG I r'T47 — _ 18' _1 1/8" .PLATE. LINFF Clubhouse - Front Elevation t '1wmbho%mms,,,w w " " ' '1e'&,rj%tk-g^ o U VU V SCALE: 3/16" = 1'-0"K1gpT �------ -- ch—right 11'-1, 1/8u PLATE LV i 9'-1 1/8=PLATE LINED, 8" STUCCO FRIEZE WLLIAMSBURG COLONIAL SHUTTERS MAGNA WALL STUCCO VENEER 11 A r1 nnn I Air DE z C ■ s 0 ■ 4u m �1 $ C O � U J r� a� a75 ■ O, i v m V ■ GO b m" N � M ' PLATE LINF� ate.. r � 0 000 o 0N0 a ' PLATE LINECAI Y _PLATE LINE D VENEER OOR LINE ^ GRADE 4 C) 0 { c Nis SHEET TITLE Clubhouse Front Elevation Right Elevation JOB NO.--20060 SHEET PROD. MGR.-HE rr, CHAP URA1hW BY-JA,MB,SC IA3.1.4 CHECKED BY a' �, n4 ' " Sr Z t , . { Yx, Y M , =t h r t, 3 I }. f , - ( I 4 ' h 32 s I . r 1 8"_ ,23'-1 12'-1 1/8" 4 , M MAIN, FLOOF GRADE s. h i! Y • 'r��"frror r r r�r 8 � 3. T �fi ��-r 23'-1 1 8" PLATE LINE r — — ' . — . — . _ (. — r� r rY ri 1; *r 12 r�°� � r�_r. .r �r r:�:r' r .rr r ��-��.� ��r r w �� r� ��r >✓�,r�f. ��r ,,,.�,,,�...,.� ,�.�,,.r,�,. ,�. ,r,,. .�. �, M F r,. • 1 1 f 7 Ak +r —8.PLATE LIN18. r11`rrr:ry� � �_r,..��, , .�.:�_r_.f� ��M1;H.. �I.�r,�..� ,_��,.,rrr:-.`,rfi. �-�r {{�� /`�rr( r� 1~r_�rYy- 'r��'•°rr:r�.rr.r(..r� . .i-''.,t="rr-r,�.r, .Y,,.� {�•'rri—.r..��,....,,f�..,,_.. fir_-. _r{".r�"- tr� .y1--� .r•�.ra,.rr�.�,��,..r.r. ..,-,. .�..01 .". i T it •r f rrr ,! 2" OVER a STUCCO BAND _ 12' .1 1 8". PLATE LINE (_, t' rrr r f f f , , �r."r r 12' CLG. _ L_ _ r r .��. f. r . r. r trrr r.r�-irrr r. r ram- _ _ x`r ( r. T T 7- YY — r �i` • ir .,_.9-1 1 8' PLATE LINE '-.... .` fi Y' �'Y` L�J 8" STUCCO FRIEZE 18"40" WILLIAMSBURG l CO ONIAL SHUTTERS CI MAGNA WALL STUCCO VENEER 92� AFF MAIN FLOOR LINE GRADE 2" OVER 8" STUCCO BAND — . 18'-1 1�L PLATE LINF.V- PLATE LINE — — 9'-1 1/8" PLATE LINE MAIN FLOOR LINE — — GAIDE Aft Aft soft (00-mmse m Lvftft Ehev4%figull ulubhol'su SCALE: 3/16" = 1'-0' ch—left SCALE: 3/16" = 1'-0" ch—rear E VD 00 v) m u, r. N � (N M M N C7 O � U O 00 CL C� Nis i+4 SHEET TITLE Clubhouse Rear Elevation Left Elevation JOB NO.-20060 SHEET PROJ. MGR -HETT, CHAP DRAM 0—' JA,MB,SC A - 2 . CHECKED BY ' t'lummbhow.0 -ANIL e SCALE: 3/16^ = 1'-0 ^ �e \ 12 7 MECH. ROOM AT ATTIC SPACE (SIZE DETERMINED BY ROOF RES) TUSS MFR ROOFTRUSSEt 0 24" 0. C. W LAUN.RM sr ENTRANCE 9-1 1/8 PLATE LINE - - - - - - - - - - - - - - - - - - - - - 7 MAIN -FLOOR LINE__________ - --- - - - - - - - - - - 4" CONC. SLAB J� 8 12 FAIL 3' 7 DO M ER 18'-1 1 /8' PLATE LINE FIREPLACE CHASE 12'-1 1/8" PLATE LINE TERRACE MUL PUR MAIN FLOOR LINE L - - - - - - - - - - - - - - - - - - 12 7 F1 I 8'- 1 1 ZpL PLATE LINE \--LINE OF ROOF BEYOND A, 00 A x. TERRACE CLUE MAIN FLOOR LINE t t e ' I, Yll�',,--- V, 5 12 SPORT COURT — — — — — — — — — — — — — — — — — — — — — — — 22'-1 1/8" CLG HT 12 418L- L 1/2: PLATE LINE dWDW HD HT - — — — — — — — — ---- — - — — — — — — — — — — — — — — — — — WDW—HD HT MAIN FLOOR LINE Bldg Section VV SCALE: 3/16' = V-0' 0 c 10 �-4 0 0 c 0 E re!� —j E 4—j COMMA 0 c: ci 00 +MM) ti N L .0 10 '--(Z) 4-4 0 0 0 4-4 1"Aw SHEET TITLE Clubhouse Bldg Sec UUA VV & Bldg sec WW JOB NO.-20060 SHEET, PROD. tJGR.-HETr. CHAP DRAM BY-JA.MB,SC QiECKED BY, A 1� A , , I ,, , „ , , ,. . , ., , 11 <.., ^. , .: , . n .. t +,. a ,. .. :. -',. ,. a.. #... m ,,,,,..,. .... ;. ry, K..,/ 3. r } ,. ., , .. .. { ., . 1 f y •. a ...:. '3 . { t % - : t,,.....f. ,.,.: , e ,t , a , `a M ., ,..,. ,.r , , .. 4!1Ye .. , ` - .5 r ^. , i , :' - v .' ^ R11 -. ._ (, ,: .. , , i , , . .y , • , .. • , a �. S s1 11 � . .. f .. i, , , , . - . ,, 3 , # , .,, �. , jj S ,' k , - , . .. . .. ^ - , '. .:. c^ 4 , E .' .. , : a , � ,.. , a, -i. r. '. , .a. , I i n 12 _µ v . , ,i ,. , .. , _ , , , - , a t e r t _ - • 1. 7 i'1 e - V . t,.. _ - .. • 1,, ,: , , , ` •, ., 11 .. II II ,-. , r. , - ,,, i . t ,, - ' . .:. 1 . 1V . ;, ,., , 7 ec MFR ROOF TRU ,, 0 24" O.C. ' P' II 22'-1�8" CEILING UNE _ _ — . _ _ __ i. . ,, , -., ..5 5 r - --.,, < " 12 12 , — /8. P 18' 1 1 LATE LINE I. x• . , , . . . 4r .. :. .. , . ,- : • .- { , , - :. I . 11 I - } #. : j ry .. . , i ., PORCH I.— I I � �� ,, , z . . I I ''. " - I I ,�'t,- . SPORT COURT � I I : I I " �, �� ;, , , �� , I � 1. I I - - , . - . I , I I [::: . ....,�: < . 1. ,1;1�— ; � , , � 1, �- — . � , ` ,, . I � . . I , �':, ,� 11�MAIN FLOOR LINE _ — _ — _. — — h ,; . .. . - :. • ., ,j. , - y - '•'� + { - - ,,,, , - ' 63 - , q 1 9 P Fa ... : a - r f ,.. .. I. I.—. S k ... , .. MFR. ROOF , t TECHItI ,, 1 SIZE AND LOCATION ,- ', . - TO BE DETERMINED BY TRUSSES t _ { , : 12'-1 1/8" PLATE LINE _— —.--_ ,. S , g+ ,i, , .. i I, UNDERFRAMING ' — — — -- . _ ,, , . ,,, r , s , _,, FITNESS CENTER VEST HALL -, -r , . ,,� , ,t . . . ,+ � . L.�. '. ' , .. MAIN FLOOR LINE ......].... ..-.— _ —.. _, -- } • — . ,. q a . t. r x IIII . ,, . , ' ,, � , .. '" -. , . t, . # . . III , ` 3 .. ., II -x �5t t ,, : .. , I. II •.:' , „' ^ r ,: F. i. ,t , t , . , 4 , .. ' , - ,. ., .. ,. , iII ' - - 'i : ,. ..- s ,. ... �. -- �. . -. r -L .. e , - ,. - . S - a - - .. - ,.. - , : , 9 ,„ , - - tl - . , .,. , `, , . .. .- -:. ,., ,.. a-.. , ..- ., ., • R t - Iz ,. , . ,. • , -. ., , • ,- . .... . y ; - ,. ..II - ` , k , , .. , ; , . ,E - •_ ,' 4 e . . .,. • � , ., .` , . ,,. .. _ , ' e .. , _. .. ,: - .. ,. - ., ':. • ,.. G - , : t - ... _ d .. ,: ,,.. :, , ,,s,,,,. .. , f '- . ., .::, .. : • . ,g ,., .. .. O'L % , , - s, ..: '- .' ..,.,.- , - , ,: .' , i. + r - Bldg Section XX SCA----Ic..-Sli-�F-=11--O.------------ ------------------------------ Bmc- ldg Section YY 9'1 1/8" PLATE LINE MAIN FLOOR LINE . Z C. a SE C , , a lk U I C5 f z . z III al g vi 0 w q J -4 0U J � N 0. :4 U y;.. J 9 8 61 a0 41 �r_ � 7g ' u' m mmmod t v V,) M o� �. �t 840 O cf w � o . 4-11 cn 0 as) e I vf . Cf,j �.4 (n L ^ A C) (( ' I . (D 0 • - - n 14:� 1] . ®yr�� . , o ..# _. ,,t11Dlo1fIM1Y2 SHEET TITLE Clubhouse Bldg. SeC. ,X.X & YY 11 JOB NO.-20060 SHEEP PROJ. MGR,-NETT, CHAP DRAYM BY-JA.MB,SC CHECKFD,BY A52244 I ; TYPICAL FRAME WALL CONST SEE WALL SECTIONS 2x4 BLOCKING 0 16" o/c VERT STUCCO CORNER DETAIL A5.3.4 SCALE: 1 1/2 " = 1'-0' DOUBLE 1 PLATE -----''. • & TV�TS, PHONES a � I ~ S 2-2X8 HEADER `' gycc - MAGNA �_Iw I- YSTFM�` WI H OR UJITHOUT TYPICAL ROOF CONST FLASHING, TYP 4 ° ¢ I w yr A' SEE WALL SECTIONS � , 4 a CA INET � I � o NINDOW @ DORMER N 4 q I <c SEE SCHEDULE _ I '� I > t � THICKENED CONC SLAB d- I �r Z �w 'CIOSTucco i FINISHED FLOOR { tx 2" PLYWOOD 7 SHOWER THRESHOLD DETAIL MOUNTING HEIGHTS 1 BACKING `PAINTED BLACK A5.3.4 SCALE. 1 1/2 " = 1'-0' AT OBSTRUCTION STUCCO - MAGNA MOUNTING HEIGHTS r WALL SYSTEM r6 ELECTRICAL ENVIRONMENTAL CONTROLS SECTION FLASHING, TYP nnROPR nFTAll A5.3.4 SCALE: 1 1/2 " = 1'-0" MTL FLASHING • ` �r` USCCO FRIEZE! Q i FILL W/ MORTER STD ROOFING NAND.. ----- 2X6s NAILED II TO STUDS w/ 16d 0 6" O.C. 4'x: TRIM SURROUND' . ' :18" X 48" FIX `GLS } a, / 38",'+RADIUSCN I . u, ;. ' SEE STRUCTURALp OR , r HURRICANE ANCHORAGE DETAILS ' r v �T, 3 �• _ y k � y TRUSS BOTTOM CHORD _ .E 4 I UM.' "FLASHING, TYP'':.... — rfi DER STUCCO ROOF rl N C Q 0 •. fi - 16d EACH E 4" - H SIDE, TYP t vex 'TUCCb ,TRIM HORIZ ; " `T 1 BAND" EtEVAT10N fr : �� TA '"ERDE IL DORM 'i HIMNEY ATTACHMENT TAI STUCCO ' TRIM A5.3, 4 , caLE 1 2" = t'-o" / A 5.3.4 NTS' BAND rt y • , , . + , 4 {r k FIREPLACE CHIMNEY PREFAB MTL H00 AT CLUBHOUSE ONLY PREFAB MTL CHIM EY CAP oc xr— 2x4 STUDS 016"o c /4" z STUCCO BANDS 4" �-1/2" PLYWOOD SHEATHING SECTION STUCCO FINISH ELEVATION VIEW VIEW D T CHIMNEY,CAP 10DETAIL A5.3.4 SCALE: NTS 2x4 BLOCK'"'^ 0 16" o/c SOL LAM PAID TO 2 1) ELEC NOT( AS f 2x4 16" DRY' 24" 1 CABII TYP J lvk.vv 1 CORNER DETAIL A5.3.4 SCALE: 1 1/2 " = 1'-0" TYPICAL EXTERIOR WALL w/ SIDING MAGNA WALL STUCCO VENEER TYPICAL EXTERIOR WALL w/ SIDING MAGNA WALL STUCCO VENEER CV REF. TO T.I.G. DWGS BAR 5 RAISED COUNTER DETAIL A5.3.4 SCALE: 1 1/2 " = 1'-0" `J ® 0 O 1,3 " FLASHING SEQUENCING 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ,ALL OF ROUGH OPENING. 2. SET WINDOW UNIT 3. APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BUILDING PAPER. 4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. 5. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. NOTE: SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED: TYP. WINDOW r9--'%'N\ FLASHING DETAIL L A5.3.4 SCALE: S/4" = V-0" 00 cn M M M o� rn a � o c 0000 -a Q uT b 4i SHEET TITLE ' CLUBHOUSE MISC SECTIONS & DETAILS JOB NO.-2O060 .SHEET PROD. MCR.-NETT, CHAP DRAWN BY-JA,NB,SC CHECKED BY A r r x , , N t v. r -• n , e , t r .1 s pp .v 74 , Nqk I r 'i t , A6NA VIALL STUCCO SOFFIT + c" 4 ,E O.G" x 16" ALUM. SOFFIT VENTS AT 27.0. OR IN EACH TRUS5 SPAGE) EXCEPT r., OVER HIWOWS " MIN - d ill l !TII ' III I I I-T-�'r SLOPE GRADE AWAY ALL 51DE5 v 4 —I _ 4 - — 1OMIL P POLY O VAPOR BARRIER TYP. MONOLITHIC FOOTING (SEE FOUNDATION SHEET FOR 51ZE AND LOCATION OF REINFORGING) t COMPACTED AND TERMITE TREATED FILL Y , J4 f . . I TYP EXT. FRAME WALL SEC.(1 R - SGAL . 12' = 17-0" / A5.4.4 7 „ , r t ` is .,: • i 1 BIZ 5/8)" GYP. BOARD GEILING Rla BLOHN OVER VAPOR BARRI AT BOTTOM OF TRUSSES FOR SHOE PLATE TO STUD 5TRAPPING 5EE- 5TRUGTURAL ASPHALT IMPREGNATED HOOD FLOOR V11 CLIPS AND STORM CLIPS ON FIRST COURSE. 56REH AT b" O.G. ® INTERMEDIATE SUPPORTS APPLY MASTIC AT EACH FASTENER AIR BAFFLES BTHN. TRUSSES, TO MAINTAIN 2" MIN. AIR 5P. ENGINEERED PREFAB MOOD TRUSSES,WITH HURRICANE CLIP AT EACH END PER SCHEDULE BY ENGINEER GALV. MTL. DRIP OVER PRE- FINISHED ALUM GUTTER PAINTED 2x8 P.T. SHOP PRIMED KDAT 5YP P,T MAGNA VIALL SOFFIT H/ NO VENTS OVER HINDOHS STUD TO DBL. TO PLATE STRAPPING - SEE STRUCTURAL 3/4" X 8" STUCCO FRIEZE BOARD R-II GATT INSULATION TYP. STRUGT. HDR. AT OPNGS. (SEE STRUGTIJRAL PLANS) PROVIDE MID -HALL BLOCKING FLATWISE 30' MIN THK MAGNA HALL STUCCO ON 1.15 DIAMOND MESH OVER I LAYER OF GRADE D PAPER 1/I6" O5B BOARD OVER 2x8 STUDS, ® Ib" O.G. INSTALL SHEATHING H/ LONG DIMENSION AGRO55 5TUD5 FOR MAGNA HALL CONSTRUCTION, P.T. 2x8 BOTTOM PLATE W 51LL SEALANT 4 ANCHOR BOLTS PER STRUCTURAL DRAWINGS 4" CONCRETE SLAB COMPLIANT HITH STRUCTURAL DRAWINGS a MIN TIT— �11=llll �-- SLOPE GRADE AWAY ALL 51DE5 10 MIL POLY VAPOR BARRIER \ — TYP. MONOLITHIC FOOTING (SEE FOUNDATION SHEET FOR 51ZE AND LOCATION OF REINFORGING) 60HPAGTED AND TERMITE TREATED FILL m C a 0 s Aft 0 r l�l � 0 O 0 U .J O V ■ r r s C r SHEET TITLE Clubhouse Wall Sections JOB NO.-20060 SHEET PROJ. NGR.-HETT, CHAP DRAVI BY-JA,MB,SC CHECKED BY A5.4A ,.. _ . , ,. .. :, .. .:.9 p- �� -',�"!.�,,' i,1'� .-�,;,, ,;�,,i".l,',�Ii"-��,; ;�,�� ,: „ " , ',. .i ," I r .. k >.. t, ,. I,,1,�-i 1I , 1,!,. , -. , -, ., �I. '' �N I. 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' " � ' I �.� I ,-"7,�;1��l ",,� .,�1,,, , r ,.':.. ., r T. ,.� ,, , I 1�- - "; .', ,�I,' ,: �I,, , , '. .: ,tr t,.'„ - .,,, ,, ��, , •i , �� I, �, ,II , '� try.. I�� :1 II '.. .. ,�'1I II . , , , > I , -II'I :, I.,- INEA IFF I:. j�,� ! jx„ ,<,...; Ir ,3 -, ,, %; „} .... ' ... . .ti s 'V�a' �I,�, ,,� ;� ., , , ,.. _ II ��., It - , , ,,. ,�, ,!I,,-, ... .,� �,, I , I. ". � n „ �� ,',-5� .� ,I r 1 , "';�1I-.,:I II. II I I I SHEATHING I. , .I I I�II �. �I .,",I :I .�I . ,:•, i-. .: � ,:,I�*1,.I,,; ,::;, , - I 1ll._ :a _. ' Y.';; ,,�. ��,.� I,. -1: �,'�,;,,�,'I' ,,.. �:-,,.I �` !l,:,i��, :,"".�t .. ,L�l ,. ,...,. , Ii� I ...:. , .., I :.,' ,' ,L. _ :, ,:". �� ,� -I II � , ,I TYP. ROOF , VAPOR BARRIER i . BATT INSULATION ' II I L FIX 1 PINE TRIM PAINTED ON I", I I,,F.�".-,,,0 ,4y.- , 1: ; .. _ r � - ;p� , ,,t,'„`k, .,,,• I,,, ,, �; a' �"D.� �" I� „ :; ."I�� ;I:`.�-,I ,I I.,. ' ,I, .�I. f ` : , .-, , ;' STUCCO''FINISH • .. J, �I4�I . - x8 A IN N 2 M G w(2x2 ALER / �., ,� ,: ,� „ , < � ,< »;� � I .,., -„ 4 �-- ,,. • .. , , • ° , CAUI:KiNG , ; GYP BOARD . z+ AI ,, ,, ,;, ,a ,., .1, ,, .,.-.� 111_, ��,"" , , ,." 1 _ , GAB N PROOF TRUSS TYP LE : Er D ,� , ,` ; NEL .,. I _ I. . �. -,r... � �.1 } ,i ; " „' „ , 1- ,-� �l' l,, I,�,1 , , , ,,, � : , ," , . , ,. " # ---_� 2x6 OUTRIGGERS ", STUCCO TRIM (2) 2x HEADER I : 2x1 O FRAMING __� ..;,,.; 1"�'�. . �, ,, I', ,, ,, , I I, - ."" -"� _, �", ,, ,I , , .; , . .. ' :: :_ „ :' I..� �- "I ,.: , , , , ,: -. ,. ; � � III �1 , ,: ,, . ,. a VER -3 4 ,BEAD 4NGTVARIES , ' 1x8 PINE TRIM (PA ED ON f;-. ) I�,,w ,_ ;,, !,,, .t ,. .. k� t td t i `' , , ,�,L� • ' ,1.!.1� ,' �Ii, ,�� L1 ,;�� j 1.,,,,, w :. .a )I��,,�, -. . I .. 2x8 WOOD RAKE, TYP `' � ' I i t # > !• " 1 2 .° PLYWOOD SPACER � cv ' 1x4 PINE `TRIM PAINTED") AINTED ( �_,-,1.---, �ll�-"�,I_, ,,+- , -:. ,� ,," , ,rt , ,'f,'. • -1i ,,� �,_� �-- ", I •,� ;,, `,- ,• , ,:: . , -,. 1, r . , : , ,4 ,< . ALUMINUM DRIP: EDGE TO •'. A A T -� . , WOO SP CSING I�. _ � . 7I - x4 FR a �` �,, " ,: ,ROOF ELV ;._ COVER ROOFING FELT AT :��I I1. .�� ' , M II "��i�, .;, xrr �: I:�, 1I, RAKE CONDITIONS,, TYP . � '�I ;: ,- -,I � I I I t _�I:�, . c.II- II ,... 4. r::VARIES . ,,:,, :, I �',, �,�.%7,��-;_I� -�� , ,.,„ , , ,.: ' r,,. _ , ,, � l, �1 �� '-;-ALUMINUM' �� ''" ', . - 1x4 PINE TRIM PAINTED -�:�,�� ,�.;," l,I �_ '_,,'�! ,!`._�.' ,' '" ,I n, :, x ,. RAKE :WRAP TYP i , , , _-I Z F N ASHI L G , :.��-,1-I'�." _', �, � ' __ �,�- ,_ 1_ .",', , -' I , L1"�1I �.. . I II 1,-, � '� .,I.�I I, : I�"I,I, I :'t ` •,J .., } „r ., ., ., ; MA NA A OFFIT G W LL S ? PREFAB WD INTERIOR .. II 4 1 4" CROWN ON------ / ., I• c 1 . , '_ 1I L1,,1 , ,-�, " ,. ,. ...� `' SIDE . tx6 WOOD TRIM ,, " ,` �"--, --,,,��I�1,, ',�" -, ,I.I ; ,,. <., , �I�,,� �,.�, , � W{ WEAT ER zL-_,,t'I�I; ;1! �_-� I,"�" I,1�1 ., .,n ,II :1L� :__ „ .I �_ 0, �'l� '.,I '1I� '.,, .I , , � .', xa v, � 1I ,. � 1, - ,,, . II I,��_ � y 2x6 WOOD NAILER,`; TYP ''I ` S RIPPING . :---_. TYP GYP BD �"I'. .1�, ,.� . 1� ,s c . � ,, : _ J , , ' III_. I, ,I�-�-1 ,. , , .: ," V. JAB , X 3 4. STUCCO ,. ,0I, 1..1� . TYP PE U DOOR R SCHED LE 4„ 26 7 1 5 1Z. ,,4.;_�',,_0 I P FREEZE BAND "`, I,i',', I,-;,,',� ;, ; i .. �,.. _? - ,:_ y , !!l� ,. I �,, .1. - ,1�I �� _, ., '11 � p, I . - l. " .I,� ,", ,�,,' fI , ,i n x " �'l: ., � ,-;��,� , . ,I 1.1 I,,, 1�I ��, I1'�, . ��.�,II �. �. *,:I .,I. �� - ,�, >,.," �,,, �,; I, Il ,� ,,,,'I.I� 1'� I M1 ;�� L,,��;', � -- '-, ",,,'1"�,,'�, i I 1 1l* .I ', .1,, I,l,�;. II ,. .%1�' ,:, � � , 1-,-- I I . .� . 9�EXT. DOORHEAD 1I�. �i�: -,i41 ,,1. ., �li 1" i. , , .. I,'�1 �, "-,' ,, ... �,, , 1_�4 �,�-.1 ,.; � �l I"- �I� ��-�1- 11 � :, , ., :-,�I,�.I L�� 7 . 1.� , A5.5.4 SCALE: 1 1/2' = V-0" � A MULTI -PURPOSE ROOM -;,I �.I '�� ;,:-1- ,:, ,�,�!� .-,' '�,-�,� 1� l�, �; ij .' ., 11 ,_',J '. �, �,,,,;.� ;.l.".v � , . 4,'� I�II, ��., .�,�,,�'A': ,.I� 1 ,.i.. . '�l II,I; ., . I � 1I. , I 111.1 . �, I I . t z 6 COVE LIGHT DETAIL 1� :. �,, I -1,: I � . , : � � � 1_1�11 I � . I �11 I . . I I � TYPICAL MAGNA V'IALL STUCCO 11 I I l .,�,. ,,;,,,-� . �, I �, VENEER i I1 I 1 , . . I A5.5.4 SCALE: 1 1/2" = 1'-O" I I . .I . 1:, , _,,, ..."_I'4�,e��?I ,'-. ,�I1"��:, 1, .1,.� "I�, .1,1 � 1� ._ . . . I "I I , . . I II I I1I .1"11L I1 . � I I 11 . . �I � m� P'---, ��.- MFR ROOF TRUSSES SEE DETNL BY TJ0 24" ,o/c ,,G, .� � �'', '. � I I , . I I ;, 1, - , .1 . 1_,� : �, .. a IA, _ , , 1 ,� ` - ' ` ' . `. '. INSULATION NOT SHOWN • SEALANT w/ BACKER ROD, TYP --�� ' , . FOR CLARIT( \_<II I ; .` - . Ir� ..,I.: FLA UP SHING UNDER SILL, TYP i . r, 7 ,., . STUCCO , . " CAULKING . , ,,. .,' RAKE DETAIL , 4 I ,, J CHANNEL II . i, , 1 . . I .,..... ..; ' PRE AB ,: VAPOR BARRIER STUCCO FINISH I IOR SIDE f ; A5.5.4 GALE: 1 1/2" = 1'-0" DOOR FRAME DO WEATHE R TYPICAL EXTERIOR _ ' ' .,I ,,- SHEATHING STRIPPING SEALANT LL WA CONSTRUCTION . I :\ VAPOR BARRIER {' STUCCO FINISH TUCCO TRIM I 'J' WIDTH VARIES) »; i CHANNEL • ,' 3 4" CASING BEAD 4 7 5 T I I D ®W I L , °; � RN A CORERS 1 Y Y V t.) > , , . , .. A5.5,4 SCALE, 1 = -0 I z' 1' " I �VNvI I& EXT. DOOR JAMB _�4.,�\_' _.T.""-.. k.' , r . �L(�*.�� A5.5.4 SCALE: 1 1/2' = 1'-o" II . WELL COMPACTED, TERMITE _; b - - ' TREATED FILL . # .: 3 f - , DOOR JAMB BEYOND BATT INSULATI ON INTER IOR • ,,.: ,TYPICAL DOOR AS SCHEDULED SIDE GYP. BOARD ,.. . ` ;, , EXTERIOR WALL CONSTRUCTION O 2x4s 2 .4` INTERIOR 2"�1X HGT. HANDICAP REFER TO WALL SECTION SIDE I RE OLD SET IN MASTIC, TYP STUCCO FINISH WD. CASING PER SPECS .' VAPOR BARRIER , . X SILL PROTECTION SHEATHING ,;. I.-. �SLOPE 1/8" PER FOOT ' •. ,.. , , -,•, . - TYP. SILL PER SPECS. ,.:.,,. k. ,; . '•,: : <�" F ,PORCH STOOP PAVER OR Cgf�CR T� ' TO SLOPE 1 8 1 AWAY FROM BLDG, TYP .,,.' 12 '� ' ':' % ` "" : •; -0 .jT'"�'' 5 ,' ' .I --- WOOD JAMB EXT. PER SPECS ,: ' 1'-0" i_I. ...4I_I : \ TYP.FLASHING OVER FLANGE SEAL ��'`�-- ANT w/ EDGE BEAD, TYP ' . .v8,".c..I-� .._ II II 4" CONC. SLAB i/2" EXPANSION JT CAULKIN �-- TUCCO TRIM �W1DTH VARIES) .... :''' , 'J' CHANNEL _.,_ . ®TYP. EXIT DOORS 4 T I P. WINDOW JAMB 7 EXT. DOOR SILL@SLAB- A5.5.4 SCALE: 11/24 = I' -Oaf ,a s •' A5.5.4 - SCALE: 1" = I" o" . ,, . GALV. MTL. DRIP OVER PRE-FINSHED , .: , ALUMINUM" GUTTER . I�� I r ., .., r . k ` # . PAINTED 2X8 SHOP �r I , . „ . PRIMED KDAT SYP R.T. -I I_ II � ' MAGNA WALL SOFFIT , II 3 , ., W/ NO VENTS WINDOWS . s, .OVER I .v. I I I . " , ,� ,,��,� I a , . � , ��.'l � I . I -1 11 � , ' , ,xx I . I . 1. -. ' �.I I I I BATT INSULATION ,. „ » 3/4" X • 8", STUCCO FRIEZE BOARD RQPICAL DOOREYASpSCHEDULED �J >� . # r i ,,.: ,. ;,: . THRESHOLD PER SPEC EXTERIOR WAALL CONSTRUCTION +REFER TOW L SECTION TYP: `STRUCT. HDR. AT' STUCCO FINISH f,h,.'',,.,:, 's; ';.,,° OPNGS. (SEE' PLANS) '= INTERIOR SHEATHING � ;, . . . . . 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CASING PER SPECS ... ,i. f 4,.C.,.;.. ,. .. c.. ..., - . , TYP L ICA SOFFIT.,ETAIL ((�'� V 4f S a corlc �As ',I I #P . ,. , ,J , ^: a, _ SEALANT w EDGE BEADTY A5.5.4 SCALE I/4 - I 0 /� 2,f E WD. JAMB EXTENSION PER SPECS ��:ii:II�I11i:� ;ii II�i 1�IiI��1,.i:� .-�::,*-:I"�,,',",��,,�,.�;-� ,,- I �,I., _I�, � "I ,�,� I -. 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I I I E ARKS I WIDTH HGT. - THK. I MATERIAL MATERIAL f25 0 I I (D 1 . (2)3'- O' 8'-O' I 1 3/4- � WOOD FRENCH WOOD I INSUL TEMPER SEE ELEV. (2 1 ) 24" THERMA - TRU - EXT. FRENCH (4" STRLICT. MULLS BTW. 24' X 78" S,CS . O . 1 (2)3'-O- . 8 . '-O' 1 3/4" WOOD FRENCH WOOD I INSUL TEMPER I I I THERMA - rRU - EXT. FRENCH I I . 0 6 3'-O* 8'-.0- 1 3/4" S.C. STEEL WOOD I I 1 6 PANEL I I I O I (D 3 S-0' 8'-0* 1 3/4" WOOD FRENCH I WOOD INSUL TEMPER I 06 6 S-0 . 81-0. 1 1 3/4- S.C. STEEL WOOD I 1 6 PANEL 0 6 3'-0* 8'-0* 1 3/4" S.C. STEEL WOOD - - I 6 PANEL (8) 6 S-O' 8'-0* 1 3/4" S.C. STEEL WOOD . 6 PANEL G) 1 (2) S-0- 8'-0' 1 1 3/4' WOOD FRENCH WOOD INSUL TEMPER 1 (2) 3020 THERMA TRV - EXT. FRENCH a 3 1 S-0- 8'-0' 1 3/4- WOOD FRENCH WOOD INSUL 'TEMPER SEE ELEV. THERMA TRU -EXT. NCH G 6 31-0* IT-04 1 3/8" , 6 PANEL MASONITE WOOD e4 3'-0* 8'-O" 1 3/4' WOOD FRENCH WOOD TEMPER 28" WINDOW MUNTINS TO BE ETCHED TO MATCH EXT. DOORS @ 6 S-0' 8'-O' 1 3/8" 6 PANEL MASONITE WOOD 6 6 3'-0' 81-0. 1 3/8" 6 PANEL MASONITE WOOD I • 8 4 31-0. 8'-O' 1 3/4" WOOD FRENCH WOOD . TEMPER 1 28" WINDOW MUNTINS TO BE ETCHED TO MATCH EXT. DOORS 106 6 1 S-0- 8'-0' 1 3/8- 6 PANEL MASONITE WOOD (D 8 (2)3'-0' 5-0- 1 3/8" 6 PANEL MASONITE WOOD a6 S-O" 8'-0' 1 3/4" S.C. 6 PANEL WOOD 8- 6 T-0* , 8'-O' . 1 3/8' 6 PANEL MASONITE WOOD I @ 6 3'-O' 8'-0* 1 3/4" S.C. 6 PANEL WOOD Q. 7 (2)3'-0' 8'-O' 1 3/4* S.C. STEEL WOOD W1 LOUVRE VENTS IN DOOR I @ 3 . 3'-0* 8'-O' 1 3/4- WOOD FRENCH WOOD TEMPER WINDOW MUNTINS TO BE ETCHED TO MATCH EXT. DOORS @ 2 (2)3'-0- - I i�-O' - 1 3/4- I WOOD F . RENCH WOOD TEMPER -_ , X 6186 WINDOW MUNTINS TO BE ETCHED TO MATCH EXT. DOORS IS . 5 3'-0* 8'-0- 1 3/4' S.C. 6 PANEL WOOD TEMPER 14' WINDOW MUNTINS TO BE ETCHED TO MATCH EXT. DOORS. @_ - 4 3'-O* 8'-0* - 1 3/4" WOOD FRENCH WOOD I 28' - . WINDOW MUNTINS TO BE ETCHED TO MATCH EXT. DOORS @ 2 (2)3'-O' 8'-0' 1 3/4" WOW FRENCH WOOD TEMPER W1 LEXAN IMPACT RESITANT GLASS @ I 10 3'-0* 8'-0' 1 3/4' WOOD FRENCH WOOD TEMPER 14* WINDOW MUNTINS TO BE ETCHED TO MATCH EXT. DOORS 0 10 S-0' 81-0. 1 1 3/4" V60D FRENCH WOOD TEMPER 14' WINDOW MUNTINS TO BE ETCHED TO MATCH EXT. DOORS 9 10 . 3'-O* 8'-O" 1 3/4" WOOD FRENCH WOOD TEMPER I 14' WINDOW MUNTINS TO BE ETCHED TO MATCH EXT. DOORS (�) 9 1 2'-0* 8'-0' 1 3/6' 6 PANEL MASONITE WOOD I . (�) 6 S_0" 8'-0' 1 3/8" 6 PANEL MASONITE WOOD - 0 . 6 3'-0" 8'-0- 1 3/8- 6 PANEL MASONITE WOOD @ - 6 . 3'-0' .8'-0- . 1 -3/8" 6 PANEL MASONITE WOOD I I @ * 4 * 3'-O* 8'-O" 1 1 3/4- WOOD FRENCH WOOD TEMPER I 28* WINDOW MUNTINS TO BE ETCHED TO MATCH EXT. DOORS (�) 4 S-0- 81-0. 1 3/4" WOOD FRENCH WOOD TEMPER WINDOW MUNTINS TO BE ETCHED TO MATCH EXT. DOORS (D - 2 (2)3'-O' e-0- 1 3/4- WOOD FRENCH WOOD TEMPER SEE ELEV. - WINDOW MUNTINS TO BE ETCHED TO MATCH EXT. DOORS @)3 S-O" 8'-0* 1 3/4- I WOOD FRENCH WOOD TEMPER SEE ELEV. FIXED - WINDOW M . UNTINS TO BE ETCHED TO MATCH EXT. DOORS I I � I , .1 � I , 1. , �. 11�11' I . � I � I . � ,,,, ,,,, I I . I � ... � I � � , I 1. I . 1. . � ,. , � I I I I . I �r , , � . , 11 I �, , � I , I I I i I , I .I rI, , � , NTE- I SEE HARDWARE SPECIFICATION FOR MORE INFORMATION. OS0 . i�" , I . , � 4 ALL LOCKS SHALL BE EGRESSABF WITHOUT KEY. I_ . - - r , - -1 I * HARDWARE FINISH DETERMINED BY SPECIFICATION'C t. ',I '-Z-,!�� . , r- I I . � L � * - � 1. I I � , . � I ��1-,;,� , I , .:� ��_�,,,� . , �:. 1�1"_, � I . ;A. , - , I � T � I I I I I I I ' 1-1 � f' I 'TRANSOM ABOVE & SIDELIT SIEACH I � RAISED 66" SIDELITES AT EACH SIDE . ALL EXTERIOR FRENCH DOORS TO BE JHERMA-TRU . v ,`_" , - I . I . ,�. 11 " I • I I I I � . I I I I SIDE AT MAIN ENTRY DOOR I OF CONFERENCE RM DOOR ONLY I I EXTERIOR FRENCH DOORS, ALL INTERIOR FRENCH I r I I i��'' _� . ,1. ._�, I : , I . �� 4�vt * I , 1,;; , I., I , " , I COORDINATE W/ WINDOW MFF . . DOOR TO SPORT COURT TO HAVE DOORS TO MATCH EXTERIOR DOORS, WINDOW MU NTIN . � , I . I 1. I ��; I I- .1 . I I I � . . I., I 'i� , I .1 ,. � . � �_ � � I I t 11. .1 _�, I I . I . � . I � I I � 1. � I I I I I I I .." �;;, � . I . . � I . . . I I � I I I ] I __ ___ _ I-- I I I LEXAN IMPACT RESISTANT CLASS . I TO BE ETCHED INTO GLASS �TO MATCH EXT. DOORS I � - / 11 �TEMPERED . 1l�� l'T TEMPERED GLASS -I TEMPERED THERMA TRU TALL .� S TEMPERED GLASS )I GLASS)" I TEMPERED 6 PANEL1 �i'11 , I ENTRY DOOR SERIES *BENCH DOOR PANEL FRENCH DOOR TEMPERED GLASS -- fi:� . * ACTIVE PANEL I , ,� ,�,, I v a .I � . I I I IACTIVE C(a) . 9 , . , _ ", � I ''Ill . ,� I I . ", I � I I I,;:. I . I ; .;� �, I I . � SCALE:1/4" = V-O" . I I ---- S-1 , , . I I ,. �, 1: .1k,, "', -. �:; , I I , '..'', . - I I I " , - � � I - '' I . �,,': � " r':��_,� " � � I 1 - , � , ��,J, . I " , � -� . I � _ I I ,, _ � I - ': 7 . � 11 " 1. - 1. ,� I " I I " , . 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GB / PT _ GB /' PT _ GB / PT - _ GB / PT GB PT _ 12 SEE INTERIOR DESIGN DWGS FOR WALL MOULDINGS ASI "' LE NG CPT , ..w/: PADy ., WD / PT- . -: , . s� m / PT- GB / PT- GB / P7- , GB '/ PT _ GB PT - 1 9 _ _ , ° . COPY '' G?T- ;w PAD / �VD PT- , , / _, ,�B G / PT- _ GB / PT GB / PT GB / PT- GB /,PT - 9 - ... a MANAGER CPT-I-W/ PAD WD / PT- -- - GB /:PT- GB / PT- GB / PT- GB / PT- GB / PT- 9' - HALL, RIGHT Cp_ CPT- w/ PAD / PT- & WD PT- GB / PT- GB / PT- GB / PT- GB / PT- GB / PT- 9' SEE INTERIOR DESIGN DWGS FOR WALL MOULDINGS ELECTRICAL SEALED` CONC WD •/ PT- - - • . - . ' GB / PT- GB / PT- GB / PT- GB / PT- GB / PT- 9' - CHAIR STORAGE .CT- WD / PT- - - GB / PT- GB / PT- GB /,PT- GB / PT- GB / PT- 9' - n MECHANICAL :. SEALED'CONC WU / PT- - - GB / TAPED GB /TAPED GB / TAPED GB /TAPED GB / TAPED 9' - MAINTENANCE / WORKSHOP SEALED CONC COVED VTB- � - - GB / PT- GB / PT- GB / PT-- GB / PT- GB / PT- 9' - MULTI -PURPOSE CPT- w/ PAD . WD / PT- - GB / PT- GB / PT- GB / PT- GB / PT- GB / PT- 12' SEE INTERIOR DESIGN DWGS FOR WALL MOULDINGS BAR CT- NON -SUP' FINISH COVED CTB- I -. GB / PT- , WD CAB TRY WD CAB'TRY WD CAB -TRY GB / PT- WU CA6 TRY GB / PT- 12' SEE INTERIOR DESIGN DWGS FOR WIALL MOULDINGS HALL, FRONT , CT- N,ON-SUP FINISH WD / PT- .GB / PT- GB / PT- GB / PT- GB / PTA GB / PT- 9' SEE INTERIOR DESIGN DWGS FOR WALL MOULDINGS • CONFERENCE CPT-, :w/ PAD WD / PT- 0 GB / PT- GB / PT- GB / PT- GB / PT- GB / PT- 12' SEE INTERIOR DESIGN DWGS FOR WALL MOULDINGS TnppiN ; "BUSINESS GPT '' w/ PAD WD / PT- - GB / PT- GB ./ PT- GB / P7- GB / PT- GB / PT- 10'' SEE INTERIOR DESIGN DWGS FOR WALL MOULDINGS VESTIBULE CT=. NON -SLIP FINISH / P7 _ � GB / PT- , GB / PT- GB / PT- GB / PT- GB / PT- 10' SEE INTERIOR DESIGN DWGS FOR WALL MOULDINGS SPORT COURT Wp- -- - MFR STD PNL MFR STD PNL MFR STD PNL MFR STD PNL MFR STD PNL 22' TRAY - FITNESS CENTER CPT- w/ PAD WD / PT— — GB / PT— GB / PT— GB / PT— GB / PT— GB / PT— 12' SEE INTERIOR DESIGN DWGS FOR WALL MOULDINGS STUDY COMP CPT— w/ PAD WD / PT- — — GB / PT— GB / PT— ° GB / PT— GB / PT— GB / PT— 10' SEE INTERIOR DESIGN DWGS FOR WALL MOULDINGS KID'S FUN / STUDY CENTER CPT— . w/ PAD WD / PT— - — GB / PT— GB / PT— GB / PT— GB / PT— GB / P'�— 10' SEE INTERIOR DESIGN DWGS FOR WALL MOULDINGS HALL, LEFT CT- NON —SUP FINISH WD / PT— 0 GB / PT— GB / PT— GB / PT— GB PT— / GB PT— / 9' SEE INTERIOR DESIGN DWGS FOR WALL MOULDINGS ° JANITOR'S CLOSET- SEALED CONC , STRAIGHT VTB— — GB / PT— GB / PT— GB / PT— GB / PT— GB / PT— RATED ACC PNL — MEN S TOILET CT— NON -SLIP FINISH COVED CTB— — GB / PT— GB / PT— GB / PT— GB / PT— GB / PT— 9' SEE INTERIOR DESIGN DWGS FOR WALL TREATMENT WOMEN'S TOILET NON-SL P FINISH. COVED CTB— — GB / PT— GB / PT— GB / PT- G8 / PT— GB / PT— 9' SEE INTERIOR DESIGN DWGS FOR WALL TREATMENT HALL, REAR CT- NON -SUP, FINISH WD / PT- 0 ' GB / PT- GB / PT- GB / PT- GB / PT- GB PT- / 9' - ' . r; MECHANICAL . SEALED CONC COVED VTB- - GB / TAPED GB /TAPED GB / TAPED GB /TAPED GB / TAPED 9' - '`ATTIC MECHANICAL. PLYWOOD - - - GB / TAPED GB / TAPEU GB /TAPED GB / TAPEU GB / TAPED VARIES IN TRUSSES - ' I' TERRACE . AIR -ENTRY/ PAVER - EXT. CONDITION STUCCO / PT- STUCCO / PT- STUCCO / PT- VINYL SOFFIT 8'-O 1/2 2-0 1 /2 - . PORCH AIR -ENTRY/ PAVER - - STUCCO / PT- EXT CONDITIONS' EXT CONDITIONS STUCCO / PT- VINYL SOFFIT 4'-0 1 2 - � • f :' ;:'.. ' a. . e ti -: 4 ` 1. - i . - ` " ':1 y , o, ..; 6 .. a ' ;. - u-:, ,, . . . {, j', . r x .. ,. k {• f 1, - - ' . , - a f, - ,. ... „F I - t9. bl 1 ,. ,_ + : - - ,- i.i , .-. .. f, 5 , fe 1' I - , . ` x ; - JI d -' , . , ': ` , F 1 . r , ', ., 3 „ _ , - d,t - : l ., 1' , . ,, , . ..,, '.. ;.. . F, ' 1 ... .. I v r t 1 o b. } .. . 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'.r ,.. i.. , r I� ', , ' - r :. j { , ,s ,, . t' ., ref . - . - , ,�, ...G .. . 5 .. - , f r::. ::',, r , ' _ ., 5 L . 1/4 cnitel i`%:, 1,A . ._ GA I . . r. �J „, . :. , t. • S : e. , .. • •.l , - .. .:.., - ar - ' f.:1 IN t :' I,", <. ,r...II II I I - ,-, ,r, , . ; :, , I EACH SHOWER ONTROL FIXTURE SHAL REGULATE jh, ,. - -,• 50 5 TO PREY T POSSIBLE SGAL 2 HROVIDA�POI�IDER ORRLIQUID SOAP D�5PEN5ER AT EAGI-I d :. ,: 4r • f - -.. .'. ..: : ., ... , . ', - , 33r jF .. .. , . s +11 .y i , , " , . r• ' , - , , . ,� - , . . , 1. ;, ,, a ;. ; , , . r z , t t. ,- r .. 1 . , �,t t _ - a °, _ .. ... .. -. , ,...` y :,, .. i r _ • .. r11 ,e .; 'r ', t .. ., , , r, :. , r - SHEET,nu Clubh� use Int. Pavations JOB NO.-20060 SHEET 1. PROD. NCR, -NETT, CHAP ` DRAVi BY-JA,MB,SC CHECKED BY . � AMA , : , ,y r v r4 ., ,. •, .'. SEE DOMESTIC WATER ENTRANCE DETAIL ON IIl` 1Y Fes. ` : SHEET ° 2. 1 1 'P 1• , �. 7 TO WATER HEATER SEE DETAIL ON SHEET PD. I. Cd a. ,. , - , . • � .,. • • , , ., .. , , � , . ; „ . , , , SH EET TITLE n , , , n , x & r Malin Floor.,` 4Q , Plumbing :Plan , � t SHof r Fibor. ��ng Pfan SHM CHK P�B h y r - A• + t t "f x. NOTE COPPER WIRING REQUIRED FOR ALL WIRING EXCEPT ALUMINUM WIRE MAY BE PROVIDED (IF ALLOWED BY LOCAL AUTHORITIES),FROM TRANSFORMERS TO METERCENTERS AND FROM METERCENTERS TO PANELS. JJ z �t , i I , 1 ' { V1 1 } J , ti' r LAOS , , B �n , O , x i , :.- ; • L i f f' (j e t , CU—C4a 1 2 O ' CU—C4 1 2 CU—C2a 1 2 HVAC SHEET NOTES 0 OMOUNT CU'S ON POURED CONCRETE PADS. PAD DIMENSIONS SHALL EXCEED CU DIMENSIONS BY 4" ON ALL SIDES AND SHALL .ALLOW FOR REFRIGERANT PIPING STUB —UP. PLACE CUSS AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURERS RECOMMENDED CLEARANCES. ANCHOR CUSS SECURELY TO PAD. LOCATION .OF CU S;ARE APPROXIMATE. � W a r CU—D2 2 1 suoilan.. W Aj METER CENTER'' }' 1O . ... . ... MOUNT CU'S ON POURED CONCRETE PADS. .... PAD DIMENSIONS SHALL EXCEED CU DIMENSIONS BY 4" ON ALL SIDES AND SHALL , a` ,ALLOW FOR REFRIGERANT PIPING STUB —UP. "PLACE '• t, CU'S AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED i O. — CLEARANCES. ANCHOR CU'S SECURELY TO PAD. L LOCATION OF CU'S ARE APPROXIMATE. COORDINATE CLOSELY WITH LANDSCAPING PLANS AND ARCHITECTURALDETAILS. i........... ............... .............. .._.. ............ SEE STRUCTURAL DWGS,FOR PAD DETAILS. REFRIGERANT LINES. ROUTE FROM AHU, BELOW GRADE, AND UP THRU CU PAD. SEE UNDERGROUND REFRIGERANT LINE DETAIL ON SHEET MD: 2. t ' PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU, BELOW GRADE TO JUST BEYOND O ROUTE REFRIGERANT AND CONDENSATE EXTERIOR WALL, AND TERMINATE 6" ABOVE DRAIN LINES UP IN, SHAFT. GRADE WITH TURNED DOWN ELBOW. TERMINATE' ' IN SODDED OR MULCHED AREA. PROVIDE 3/4" DIAMETER LINES AT INDIVIDUAL AHU'S, 1" DIAMETER COMMON RISERS, AND 1 1/2" DIAMETER FOR ANY LINES BELOW GRADE. `. INSULATE WHERE INSIDE BUILDING AND WALLS. PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET MD.2. TERMINATE AT LEAST 2 FT FROM WOOD CONSTRUCTION TO MINIMIZE POSSIBLE TERMITE DAMAGE. 4Q WHEN REFRIGERANT LINE RUNS EXCEED 50 EQUIVALENT FEET, SIZE REFRIGERANT.LINES d PER CU• MANUFACTURER'S RECOMMENDATIONS FOR THE•SP�CIFIC LENGTH `INVOLVED.,.ALSO PROVIDE.ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER CU, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, .+e INCLUDING 3/4" SUCTION LINE, 3/8" LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID,'AND INVERTED SUCTION LINE TRAP, IF THE SUBMITTED MANUFACTURER MAKES NO RECOMMENDATIONS FOR LONG REFRIGERANT LINE RUNS, CHOOSE, ANOTHER CU MANUFACTURER. , 1 .: ,.., .:. r .. r.r, , �. '• . .' , . , . .. ' ,: tiff' � >-,- \ ,. .� ..� r y,: I I e n + i i.. R;zv�-L - .. 1.. : i, HVAC+' PLAN ' NOTES, , E 1 MOUNT AIR HANDLER WITH MOUNTING BRACKET S� =: EXHUST!;i FAN, ROUTE DUCT PER DETA I L: ON. SHEET MD. 1-• TO THE, -W4LL AS DETAILED ON SHEET MD. 2:` r 2 UNDERCUT DOOR 1/2u' ABOVE CARPET FOR ;,RETURN O • x UL 'LISTED' DUCTLESS RANGE.: HOOD. 'PROVIDED AIR. Y,.. DY , OTHER TRADES. 3 O ROUTE REFRIGERANT�LINES PER DETAIL ON � 8 O LOVVEREQ DOOR PROVIDED, BY OTHER. TRAD.,'.' SHEET MD. 2. SSE BU I LD I NG PL.ANS. FOR . PIPING , s ' CONTINUATION, INS.ULATE.WHERE IN WALLS. . _ : " ROUTE PVC C QNDENS,ATE DRAIN LINE'FROM a ES D. R _ AIR A HANDLERWITH ; 0 W T TRAP T BELOW. GRADE; >. • � SEE BUILDING LD NG PLANS FOR CONTINUATION. NUAT I ON. .�. •,: , •, 10 PROVIDE `HOLE IN:SU.PLY` PLE UM BEHIN ,.. , ,..R.GI$TRWHICH % IS ,SMALhER THAN NECKSIZE.: .: . 4 DRYER.EXHAUST DUCT. ROUTE,4 go GALVANIZED STEEL DUCT INTO WALL AND UP THRU. ATTIC TO, . • � . '<' ' ROOF CAP. SEAL FIRE PENETRATIONS RESERVED.'.`,,,` FIRE RETARDANT CAULK' PROVIDE ROOF CAP WITH BACK K DRAFT DAMPER. PAINT CAP 0 MATCH ROOF; COLOR. OMIT SCREEN. , SEE 12 AVO' DOUT I DUC 4_ .NG„ T OVER ELECTRICAL PANEL IN`;' , SHEET MD.1 FOR DETAIL., , r fM1 t` 04 ^ F � it z.�1. .t w No. .. r SHEET ' I C +� 3 M . MVAC`Plam! • PRQ+1;` I�+GR W .BY CkIECKEGKEO BY- GNK Al, . - \"'., l 4 f i ROUTE DUCTS IN ATTIC EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R6. 0. 1-4i I — F—._ 8 i I� f C�II� 56PJ_E, 1/4' = 1'-0" HVAC PLAN NOTES OMOUNT AIR HANDLER WITH MOUNTING BRACKETS O EXHUST FAN, ROUTE DUCT PER DETAIL ON SHEET MD.1. TO THE WALL AS DETAILED ON SHEET MD.2. OO UNDERCUT DOOR 1/2- ABOVE CARPET FOR RETURN UL LISTED DUCTLESS RANGE HOOD. PROVIDED OTHER AIR. BY TRADES. OROUTE REFRIGERANT LINES PER DETAIL ON O LOUVERED DOOR PROVIDED BY OTHER TRADES. SHEET MD.2. SEE BUILDING PLANS FOR PIPING CONTINUATION, INSULATE WHERE IN WALLS. O ROUTE REFRIGERANT AND CONDENSATE LINES IN ROUTE PVC CONDENSATE DRAIN LINE FROM SPACE PROVIDED. AIR HANDLER WITH TRAP TO BELOW GRADE. SEE BUILDING PLANS FOR CONTINUATION. 1p PROVIDE HOLE IN SUPPLY PLENUM BEHIND REGISTER WHICH IS SMALLER THAN3 NECK SIZE. O4 DRYER EXHAUST DUCT. ROUTE 4"ga. GALVAN I ZED STEEL DUCT INTO WALL AND UP THRU ATTIC TO ROOF CAP. SEAL FIRE PENETRATIONS WITH 11 RESERVED.O FIRE RETARDANT CAULK. PROVIDE ROOF CAP WITH BACK DRAFT DAMPER. PAINT CAP TO MATCH ROOF COLOR. OMIT SCREEN. SEE 12 AVOID ROUTING DUCT. OVER ELECTRICAL PANEL IN SHEET MD. 1 FOR DETAIL. THIS AREA. OTHE EQUIVALENT DRYER VENT LENGTH EXCEEDS 13 COORDINATE CLOSELY WITH PLUMBING IN THIS AREA. 25 FEET AT THIS LOCATION. OWNER SHALL PREPURCHASE DRYER WHICH IS RATED TO EXHAUST 14 PROVIDE 5 SIDED 1 HOUR FIRE RATED BOX, PER UL THRU 45 EQUIVALENT FEET OF 4" SMOOTH DUCT. 521 SPECIFICATIONS, AROUND WHERE EXHAUST FAN DRYER SHALL BE INSTALLED AND DOCUMENTATION PROTRUDES INTO FLOOR/CEILING ASSEMBLY. SHALL BE MADE AVAILABLE TO CODE OFFICIAL PRIOR TO FINAL INSPECTION. 15 COORDINATE ROUTING OF SUPPLY DUCTS WITH \ I _ I UP mazorl''211"MT6111 Uri, I I I I i J I" u r r 1 • 3 a� yam; �I G -14 .� �1 v Q SHEET Tju Unit C2 & B1a-lg HVAC Plans JOB NO.- SHEET PROJ. MGR- DRAWN BY-GHK M231a CHECKED BY- GHK ^ r r 4 ' i , r„ 0 Mon. A , „ l ,< ° r , a r , Vj tr • , , r r s , v , i .. .: .- v. : .: e. -",. .. .. .: '. 1 , , 1. :. .. +, :. ', r s '. .. •. ... _ !Mvil r .,DAMPERS.., _. ,, 5. THE, AQOVE RESTRI l"IONS APPLY To T ,.........,, .'NAILOR CEILING•'RAQIA'fION DAMPER ''' REFERENCEPREVIOUS SHEETAZC3 LISTINGS. INSTALL, ONLY RADIATION FOR NOTES.REGARDING THIS,SHEET. DAMPERS THAT•ARE..LISTED,FOR"THE` ; ir f ASSEMDLY,IN WHICH THEY ARE INTENDED .. TO BE -INSTALLED, AND INSTALL THEM IN s STRICT ACCORD WITH THEIR LISTEQ t F i -1 I p � I I , I I I 111. I 'r 1, I � . . . SITE I I I . I I I , I I I 11 1. . I ALL TRANSFORMER LOCATIONS SHOWN 6. '' CONNECTION FOR GATE CARD READER. I . . I i - ARE PRELIMINARY. I , . I I I I 1 ,. I I I 11 . I LOCATIONS WITH LOCAL UTILITY. . TO GATE OPERATOR & TELEPHONE ENTRY SYSTEM I AS REQUIRED BY MANUFACTURER.- I �- 2. ALL EXTERIOR BUILDING . . , . I I ' I I I 1 , 11 TO'* BE C 7. COMPACTOR SERVICE. SE DIAGRAM I I . PHOTOCELL OR . I k . AN ARRGEMENT. , . I I I � I .. I . I 8. TENNIS COURT LIGHTS. . 3. I CIRCUIT DESIGNATIONS: CONTROLLED BY A 6`HOUR SPRING -I I , I ', I I 19 H'P 2 1 1 I . , /CONTACTOR -ARRANGEMENT MOUNTED I I I L ON ONE OF LIGHT POLES AND I I 1�, . I I I . I I I , 1, I I . SE 1 4411 � � , - I I � 9. CONNECTION FOR .., - , , EL,, FOR ENTRY, LOCATED1� ,4. CONNECTION FOR .BEHIND WALL. . . LIGHTING. SEE LAN . , BLDG #4. CONNECT TO HOUSE PANEL AT` 1 ., I .FOR TYPES AND QUANTITES. EVENLY , PROVIDE.A 5OA/2P, #8 WIRE FEEDER I U ' . F PUMP. PROVIDE A'ZOA/1P, � I - ., ,� , 11 I INDICATED. #10 WIRE FEEDER TO I LIGHTS.', 5.. NECTION TO GATE OPERATOR. VERIFY , IN. 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I I 11 . , I - I I I I I . I I , I , I � I I . FTI POWER COMPANY TRANSFORMER . � I %ALE: I' = bd I I � I I I I., . .1 � I- - , I �, � . �, F51,TE 1 1 . . I I I I .1 - I I . I ,,; �,l ' , I . � M METER CENTER LOCAT ION . " . i,. " I , � I I I I I I � I 11 I � I I � I I I I 4) , POLE MOUNTED, FIXTURE, TYPE SA � � I I . I . I I . � I � � _. "I . I I �, I � I � � 11 � I � I I I I I I I I I . I � I . , . I I . . I I I I � , 1, . I � -1�1 � � . I I .1 I I % , w I - � I PL) I I I . k".1 � . 11 I I . 1. I I . I � I � � � 4, , I � I -1 , � I � , " 11 I I I 7 I I I .1 , . -, � . I I . . �, I., � I � "I � . I I(D-0 �TENNIS COURT LIGHTS, TYPE SD , . I � , 11 I 12, I I I I I , "I I I I I . I �, � .11 , I I . I I I . . I �_ . I %, :, , �� . 11 . 1. 1, , � � , , 1 1; I � . I I " I � I I . . 1. . GRADE MOUNTED, WEATHERPROOF JUNCTION BOX � I I 11 I 0 1 I _ I � ,,, I I "I , - I . ��, ,' "". 4 . . . 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JUNCTIOW BOX, WALL MOUNTED Q FLUORESCENT FIXTURE, .CEILING MOUNTED SMOKE DETECTOR LIGHTING FIXTURE, CEILING MOUNTED LIGHTING FIXTURE, WALL MOUNTED EXHAUST FAN CONNECTION (FAN BY DIV. 15) SINGLE POLE SWITCH ; , MOUNTED @ 48" AFF, INTEfCOM-NUTONE. 1K-15 WH IMH DUPLEX 15A, 125V,, 2P, 3W, GROUNDING RECEPTACLE, MOUNT'' @ . 18" A F DENOTES GROUND FI ULT INTERRUPTER DENOTES HALF --SWITCHED SINGLE 250V NON -LOCKING TYPE RECEPTACLE ' '3 TELEPHONE OUTLET MOUNTED @ 18" AFF 04 +. , TELEVISION OUTLET, 'MOUNTED @ .18" AFF APARTMENT LIGHTING FIXTURE SCHEDULE MARK MFG. & CAT.0 DESCRIPTION LAMPS MTD VOLTS REMARKS NO. TYPE PROGRESS FLUORESCENT WRAP 40W PROVIDE ENERGY A P7186-30ES AROUND FIXTURE 2 (F40) CS 120 SAVING BALLAST TROPICAL CLOSE TO CEILING 60W FOYER B 430 PB CLEAR RIBBED GLASS 2 (A-19) CS 120 CLEAR BLUBS TROPICAL CEILING 60W CLOSETS C 112-WH GLOBE 1 A-19 CS 120 D TROPICAL 24" CHROME VANITY 6OW BATHROOM 904 4 (G25) WS 120 CLEAR BLUBS E TROPICAL 36" CHROME VANITY 6OW BATHROOM 906 6 (G25) WS 12 CLEAR BLUBS F NICOR 4' TRACK WITH 75W DINING 10999 3 HEADS 3 PAR3C T 120 G TROPICAL CLOSE TO CEILING 60W CLEAR BLUBS 426 PB FIXTURE 1 A-19 CS 120 HALLS Gi -- PREWIRED JUNCTION BOX PROVIDE CEILING FAN BOX FOR FUTURE FAN RATED J-BOX WHITE COVER -PLATE TROPICAL WHITE CLOSE TO CEILING 60W BALCONY H 713-CP EXTERIOR FIXTURE 1 A-19 IAR30 CS 120 CLEAR LENS PROGRESS RECESSED 75W PROVIDE A 5-SIDED I P87-AT/PB066-28 DOWNLIGHT 1 CR 120 FIRE -RATED BOX AROUND DOWNLIGHTS WHICH PENETRATE RATED FLOOR CEILING ASSEMBLIES J TROPICAL CEILING. 60W LAUNDRY 112--WH GLOBE FIXTURE 1 A-19 CS 120 NICOR 2' TRACK WITH 60W BREAKFAST AREA K 10792 2 HEADS 2 G25) T 120 L KICHLER CHESAPEAKE BLK COACH 60W EXTERIOR 9774BK LIGHT 1 (A-1 ) WS 120 CLEAR GLASS 0 PORCELAIN KEYLESS 100W - GARAGE 22743 FIXTURE 1 (A` 19 CS 120 ATTIC ACCESS NOTE: TELEVISION AND PHONE BOXES IN RATED WALL TO BE SECURED W/SPEC SEAL PUTTY PADS. P' PANEL ' Bla' i loopw m Electrical Plan 56hrn 1/4 = 1'-0' ELECTRICAL SHEET NOTES (D AHU CONNECTION W/INTEGRAL DISCONNECT. WATER HEATER CONNECTION. O FAN/HO,OD CONNECTION. MOUNT @ 60"AFF. DISHWASHER CONNECTION. O GARBAGE DISPOSAL CONNECTION ( PIGTAIL). THIS FIXTURE SHQWN ON BUILDING PLANS, ALSO. DO NOT DUPLICATE DURING BIDDING. CONNECT TO TENANT PANEL VIA PHOTOCELL. O PROVIDE 110V OUTLET AND PHONE FOR SECURITY SYSTEM. MOUNT AT 80"AFF. FUTURE, WIRELESS,SECURITY SYSTEM BY OWNER. k.,VNNtk.- I I U RESPECTIVE TENANT PANEL 56ALE: 1/4' = 1'-0' pe 48" 7- G i Q 0 CONNECT TO RESPECTIVE TENANT PANEL 0 --4 48" CONNECT TO PrQPrPTT'Vr TENANT PANEL B L e Module Floor -Electrical Plan a 9 z zh lei I , mm� le f - iil A . , ^ r r .., , ,. .-.. � ...' . .' :. ., • ,� n.:., , ,,. , : t, , a F�' r • r 1- r , r , , i : , , t : J 4 S , p I , r < • , SV W _ y 5 i , ♦ „ : r : , , r a .. r r ,f , ,G , ♦ • 1 u , i Y .r • , e F f , , a r , _ : + 1 u '1 S , 1 f i k I , . e'. ,. _ : .. .. ..,,. a ',>. . •,• ,. " ., 1 5 T TITLE •••F, VV n fectrica P a s vR JOB NO.-- stir T ,°'MGR.- , 1 PRAWN9 Y- M� D 9 Y- M CN�q( LDE24C 1' , V '6 t�F ry uy Y a V ." a �1: Vt ... r i 'f ,,,. I,h , r . I°� I �' III k `4`'� „ I Ile ` n :' III .. e ' e1 ,.z i �� t {:. t , � .. t .r4T;m 'Unit D A -MMIM10--al I Plan , s _ 1 I r r _ t t �, - y x. sr e • . ., , ., .: :,. e :... , r': ^,. •".' .. v,:^ :r - �a.:: -. ,+. -,,. ^ .. t .. , .... .. r y .. , S. v e .. !L , �Si� rf- ti I U e PANELBOARD SCHEDULES PANEL 'G' (NEMA 3R) VOLTAGE: 240/12OV, 1 PH, 3W MAINS: CIRCUIT 40A, MCB, BREAKER.&OLE 10 KA I C DESCRIPTION 1 20A/1P RECEPTACLES 2 20A/1P RECEPTACLES 3 20A/1P LIGHTS 4 2OA/1P RECEPTACLES 5 20A/IP VACUUM CLEANER LOAD CALCULATIONS PANEL ' G' LIGHTS 0.45 x 1.25 = 0.56 KW RECEPTACLES 2-AD KW TOTAL 2.96 KW buil-ding Type v 5GN-E: 1/4" = 1'-0" STA 1.. _....�.... ....._..._�.........._.._ 417. . � Mmo 411 4, GARAGE LIGHTING FIXTURE SCHEDULE MARK MFG. & CAT.# DESCRIPTION LAMPS MTD VOLTS REMARKS NO. TYPE GA EAGLE 859-BOX KEYLESS LAMP HOLDER 1 10OW I A19 CS 120 GC LITHOIA DMW 2 96 120 ES ENCLOSED INDUSTRIAL FLUORESCENT 2 75W SLIM CS 120 WET LOCATION C' I l�3✓'r�'�I"l Y . ROUTE ALL LINE VOLTAGE WIRING IN THE GARAGE AREAS IN EMT CONDUIT. ksuild_*i_ng SGAJ E= 1/4"-= I'-0" EAFfENITY Electrical Plan G: 3 2 'ANEL ' G' gEMA 3R #8 j PLAN NOTES O1 PROVIDE A KEY PAD AND ALL i LOW VOLTAGE WIRING REQUIRED FOR CONNECTION TO GARAGE DOOR OPENERS F"J IN EACH GARAGE. COORDINATE F� 1 REQUIRMENTS WITH THE OPENER 5 r, MANUFACTURER. 3#8(CU) , 1 # 1 OG, 1" C TO NEAREST HOUSE PANEL. _ PROVIDE A 40A/2P BREAKER IN HOUSE PANEL.r GARAGE POWER.RISER SCALE: NTS °4 `n �L 3—#4, 1 —#6G, 1 " C COMPACTOR 1 OOA I METER SOCKET 60 AMPDISCONNECT SWITCH FUSED AT 60 A. 3—#4, 1"C SURGE / \ GROUND LUG ARRESTOR 1 CU GND TO POWER COMPANYS GROUNDING TRANSFORMER DETAIL ON SHEET ED.3 COMPACTOR POWER RISER DIAGRAM SCALE: NTS FASCO AM90OWLW—MW CEILING FAN PHOTOCELL M U (2) PROGRESS P87—AT/P8066-28 RECESSED DOWNLIGHT W/75W PAR38 HALOGEN (TYP) DAMP LABEL Swim Cabana m Electrical Pla• 3#10(CU), 1#10G, 1"C TO NEAREST HOUSE PANEL. PROVIDE A 20A/2P BREAKER IN HOUSE PANEL. —MOUNT DISCONNECT 7' —O"AFF (2) KICHLER 9740 BLACK COACH LIGHTS ELECTRIC METER MAIN DISCONNECT Wft ^ Building Typu Ix Trash Compactor w Electrical Pla-1 56MI, 1/4"= 1'-0" WP 3#10(CU), 1#10G, I-C TO NEAREST HOUSE PANEL VIA PHOTOCELL. PROVIDE A 40A/2P BREAKER IN HOUSE PANEL. r F PROGRESS P87—AT/P8066-28 RECESSED DOWNLIGHT MOUNT DISCONNECT 7' —0" AFF W/75W PAR38 HALOGEN( TYP) DAMP LABEL soft building Type Vill Mail Kiosks m Electrical Plan 56ALE: 1/4' = 1'-0" V z W Z J co z .41 as 0 0 0 0 (60 0 SHEET "nRE Bldg. Types Vill & IX Amenities and Swim Cabana JOB NO.— SHEET PROJ. MGR.— DRAM BY— KBL CHECKEDBY— MK 3',(j ABBREVIATIONS AFF ABOVE FINISHED FLOOR C CONDUIT CR CEILING RECESSED MOUNTED CS CEILING SURFACE MOUNTED CT DEVICE MOUNTED ABOVE COUNTERTOP DS DISCONNECT SWITCH DN DOWN FDS FUSED DISCONNECT SWITCH G GRADE MOUNTED GFI GROUND FAULT INTERRUPTER GND GROUND IG ISOLATED GROUND JB JUNCTION BOX NIC NOT IN CONTRACT NTS NOT TO SCALE P POLE PD PENDANT MOUNTED PNL PANELBOARD Q QUADRAPLEX U UNIVERSAL MOUNTING UP DEVICE WIRED FOR PROTECTION BY UPSTREAM GFI W DEVICE MOUNTED AT 48" WP WEATHERPROOF COVER PLATE WR WALL RECESSED WS WALL SURFACE MOUNTED } CHj CC CE �. CHA:5 MCA CE 1 � Q / ICA C� , rim' i61 CC X CHA: 1 XA CHA: 3 - CE CC C 00 CC W1 / CC CC -- - --- CHA: 27 XA CK CK CE CG CG CA FCA CHA:19 ®X K.7 ,. CE a CE CC E CC XA CE CHI CHI XA CC CE CE C I CE �I CE C Cc CA CE D2 CHI ® � ' CE CE CH1 CJ CE CHI CHI CHI CJ CA C XA CE - CE CE rn -- --- �/ CHI CH CHA: 9 CHA: 31 ■ CHA: 33 CHA: 21 CH CHI CHI CHI CJ CJ CHI CHI CHI CHI CHI CHI CHI CHI CHI CH XA _ CHA: 38 CJ X CJ ;H CH CH CHI CHI H1 CHI H X CHI CHI Cl*-'�'� � CHI CHI CH � CD4 CHA: 25 / X CH CA1 H1 CH XA I / n - CH1 CC CHA: 29 i CF CF CF CHA: 17 %M1AINT A�7(C XA �'AV �RKSN'` C I CHA: 3 CFF CL G 9 PLAN NOTES O PROVIDE A SWITCH, KEYLESS LIGHT FIXTURE AND RECEPTACLE IN ATTIC ADJACENT TO ATTIC ACCESS. OPROVIDE J-BOX WITH CIRCUIT FOR DISPLAY CABINET LIGHTING. O PROVIDE J-BOX WITH CIRCUIT IN SOFFIT FOR STRIP LIGHTING. CHA: 15 XAJj I I L CHI CL CH CL -- X® CI CI ■ CAI ELECTRICAL LEGEND X ® NOTE: ELECTRICAL OUTLETS OR BOXES LOCATED ON OPPOSITE SIDES OF CH RATED WALLS OR PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. FLUORESCENT FIXTURE, CEILING MOUNTED CC CC CC CC CC CC LIGHTING FIXTURE, CEILING MOUNTED ■ ■ ■ LIGHTING FIXTURE, WALL MOUNTED LIGHT TRACK WITH FIXTURES ■ CHA:1 ® CEILING EXIT LIGHT: SHADED QUADRANTS INDICATE LETTERED FACE(S) WALL EXIT LIGHT: SHADED QUADRANTS INDICATE LETTERED FACE(S) EMERGENCY LIGHT WITH BATTERY PACK AND ADJUSTABLE HEADS D DIMMER, MOUNTED @ 48" AFF S SINGLE POLE SWITCH, MOUNTED @ 48" AFF. S3 THREE-WAY SWITCH, MOUNTED @ 48" AFF CHA:35 FLOOR BOX FOR PHONE, ELECTRICAL DEVICES, ETC. DUPLEX 20A, 125V, 2P, 3W, GROUNDING RECEPTACLE, MOUNTED @ 18"AFF GROUND FAULT INTERRUPT, 20A DUPLEX, MOUNTED @ 18"AFF ®- SINGLE 250V NON -LOCKING TYPE RECEPTACLE ► TELEPHONE OUTLET, MOUNTED @ 18" AFF Clubhouse T� " �-� TELEVISION OUTLET, MOUNTED @ 18 AFF ■ Floor M inaLighting Plan 1�1 DISCONNECT SWITCH. SIZE/POLES/FUSE 5GALE: 3Ab" = 1'-0" JO JUNCTION BOX, CEILING MOUNTED JUNCTION BOX, WALL MOUNTED PADDLE FAN ,( J EXHAUST FAN CONNECTION ( FAN BY D I V. 15) t U U_ gU_ I 4 8 SHEET 11TLE Clubhouse Main Floor Lighting Plan JOB NO.- SHEET PROD. MGR.- DRAWN BY -MID E2.1.4 CHECKED BY- MLD . ^to A- CHA: 2 CHB: 19, 21 , 60A/2P/45AF VERIFY EXACT LOCATION WITH OWNER/ ARCHITECT PRIOR TO ROUGH -IN VERIFY EXACT LOCATION WITH OWNER/ ARCHITECT PRIOR TO ROUGH -IN CHA: 18 60A/2P/35AF 6OA/2P/35AF ----- 6OA/2P/35AF Clubhouse mmain Floor -Power Plan PLAN NOTES �1 NOT USED. (D PROVIDE V4"CONDUIT WITH PULL WIRE, J-BOX AND COVER PLATE FOR COMPUTER NETWORK. ELECTRIC METER BUILDING MAIN DISCONNECT 30A/2P/30AF 60A/2P/50AF �`— 6OA/2P/50AF CHB: 30, 32 CHB: 14 SHEET TITLE Clubhouse Main Floor Power Plan JOB NO.- SHEET PROD. MGR.- DRAWN BY- MLD E2.2.4 CHECKED BY- MW LIGHTING FI,XTURE,SCHEDUL MARK MFG. & CAT.# DESCRIPTION LAMPS MTD VOLTS REMARKS NO. TYPE LITHONIA MODULAR 32W SWITCH LAMPS CA 2M 2 32 A19 120 FLOURESCENT 2 T8 CS 120 SEPERATELY LITHONIA MODULAR 32W SWITCH LAMPS CAI 2M 3 32 A19 120 FLOURESCENT 3 T8 CS 120 SEPERATELY BIEBER 2x2 SPORT LIGHT 1 400W CS 240 CB T2-400-MH-12OV-WHT MH CC LITHONIA H. I. D. 1 5OW CR 120 AH 50M 6AR 120 TRW DOWNLIGHT MH CANDELLA CHANDELIER 8 40W CS 120 CD1 D52-8 VERSAILLE MONT GREEN FINISH CAND. CANDELLA CHANDELIER 2 100W CS 120 CD2 D55-A CAFE MONT GREEN FINISH A19 CANDELLA CHANDELIER 5 40W CS 120 CD3 D51-5 VERSAILLE MONT GREEN FINISH CAND. CANDELLA CHANDELIER 6 60W CS 120 CD4 D14 VEPA FINISH - CE LIGHTOLIER LENSED 1 26W CR 120 LGF .1/26DTT 7RW T73 120 DOWNLIGHT DTT CF LITHONIA STRIP LIGHT 2 32W CS 120 EJ 2 32-120 W/WIRE GUARD T8 SEAGULL SHOWER 1 6OW CS 120 WET LABEL CG 1108/1133-15 LIGHT A19 CH LITHONIA RECESSED 2 26W CR 120 AF 2/26DTT 6AR 120 DOWNLIGHT DTT LITHONIA RECESSED 2 26W CR 120 WITH ELECTRONIC DIMMING CHI AF 2/26DTT 6AR 120 ADEZ DOWNLIGHT DTT BALLAST KICHLER COACH - - WS 120 BLACK FINISH CI 9740 LIGHT - ARDEE CLICKSTRIP - - CR 12 CJ CLK-FWC-0-4FS-IF-2-6 - FASCO "RAINSAFE" 52" CEILIN - WITH 929OR WALL MOUNTED CK AM90OWLW-MW FAN - WHITE FINISH - - CS 120 SPEED CONTROL LITHONIA MODULAR 2 32W CS 120 CL 1M 2 32 A19 120 FLOURESCENT T8 PROGRESS 4' & 8' TRACK 75W WITH FIVE P6376-28 CM P6244 & P6245-28 LIGHTING .1 R30 T 120 LIGHTS LITHONIA SELF POWERED CONNECT TO UNSWITCH LEG X LWM S W I R 120 EL HC EXIT SIGN U 120 OF ROOM LIGHTING CIRCUIT LITHONIA SELF POWERED CONNECT TO UNSWITCH LEG XA ELM2 120 EMERGENCY LIGHT WS 120 I OF ROOM LIGHTING CIRCUIT 4'x 4'x 3/4" PLYWOOD BACKBOARD FOR TELEPHONE SERVICE - 1-#6, IN 1 /2" C. GROUND TO SYSTEM GROUND - LU `-- 3/4"E.C. TO EACH FOURPLEX TELEPHONE OUTLET RECEPTACLE (TYPICAL) 2 - 2" CONDUIT WITH PULLWIRE TO PROPERTY LINE. COORDINATE EXACT TERMINATION LOCATION WITH TELEPHONE CO. PRIOR TO COMMENCING WORK. CH 8: 5 TELEPHONE BACKBOARD DETAIL SCALE: NTS PANELBOARD - SCHEDULE " CHA" 225 A. MAIN L. 0. 240/120 VOLTS SURFACE MOUNTING NEMA 1 1 PHASE 3 WIRE, 60 HZ. 22 K A. I . C. MINIMUM INTERRUPTING RATING LOAD KVA SERVES AMPS POLES WIRE GND SPACE NO GND WIRE POLES TRIP AMPS SERVES LOAD KVA 0.85 EXTERIOR LIGHTS ( 1) 20 1 11,2 12 1 2 12 12 1 20 RECEPTACLES -REST RM. 1.00 1.00 EXTER I OR L I GHTS ( 1) 20 1 1 1,2 12 3 ' 4 121 12 1 20 ECEPTACLES-KIDS/STD 1.20 0.66 LIGHTS - REST ROOMS 20 1 112 12 5 6 12 12 1 20 RECEPTACLES -EXERCISE 1.20 0.53 LIGHTS- KIDS/STUDY 20 1 12 1217 1 8 12 12 1 20 RECEPTACLES-EXERCISE.1.20 1.20 LIGHTS - HALLWAY (2) 20 1 9 . 10 12 12 1 20 RECEPTACLES -EXERCISE 1.20 0.67 LIGHTS - FITNESS 20 .1 r1212 12 11 12 12 -12 1 20 RECEPTACLES -EXERCISE 1.20 1.22 LIGHTS - DISPLAY 20 1 12,13 14 12 12 1 20 RECEPTACLES -EXERCISE 1.20 1.00 LIGHTS - OFFICES 20 1 1 112 121151 16 12 12 1 1 20 RECEPTACLES -EXERCISE 1.20 1.00 LIGHTS - MAINTENANCE 20 1 12 121171 18 12 12 1 20 RECEPTACLES-MISC. 0.60 0.36 LIGHTS - BAR 20 1 12 12119 20 12 12 1 20 EWC a 1.20 1.20 LIGHTS - MULT 1-PURP. 20 1 12 12 121 22 12 12 1 20 VENDING 1.20 1.30 LIGHTS - CONF/ENTRY 20 1 12 12 23 -24 12 12 1 20 VENDING 1.20 1. 14 LIGHTS - CLUB/F I YER 20 1 12 12125 26 12 12 1 20 ICE MAKER 1.20 0.40 FANS .20 1 12 12 27 28112 12 1 20 SMALL APPLIANCES 1.20 0.94 LIGHTS - CLUB ROOM 20 1 12 12 29 30 12 12 1 20 REFRIGERATOR 1.20 0.90 LIGHTS - SPORT COURT 20 1 12 12 31 32 12 12 1 20 SMALL APPLIANCES 1.20 0.90 LIGHTS - SPORT COURT 20 1 1 12 12 331 34 12 12 1 20 MICROWAVE 1.20 0.90 LIGHTS - SPORT COURT 20 1 1 12 12 351 36 121,12 1 20 RECEPTACLES -MULTI. 1.20 - SPARE 20 1 12 12 37 38 12 . 12 1 20 NIGHT LIGHTS 0.36 - SPARE 20 1 12 12 39 40 - - 1 20 SPARE - - SPARE 20 1 12 12 41 42 - - 1 20 SPARE - LOAD DESCRIPTION CONN. LOAD D.F. CALC. LOAD NOTES: (1), CONTROLLED BY EXTERIOR TIMER. (2) CONTROLLED BY I NTER I OR TIMER. LIGHTING - KVA 16. 13 1.25 20. 16 RECEPTACLES - 1ST 10 KVA 10.00 1. 00 10. 00 RECEPTACLES - ABOVE 10 KVA 3.60 0.50 1. 80 MOTORS - KVA 0.40 1. 00 0.40 EQUIPMENT - KVA 7. 20 1.00 OTHER - KVA 0. QO 1.00 0. 00 TOTAL - KVA 37.33 39. 56 EQUIPMENT. GROUNDING BAR FOOTER STEEL 9 #6 ( CU) Ley 3/4% 10' COPPER --\ GROUND RODS 6' MAX. - -- SERVICE EQUIPMENT NEUTRAL BUS BONDING JUMPER SEE TABLE BELOW .ENCLOSURE ( TYP) FULL SIZE GROUNDING ELECTRODE CONDUCTOR ( SEE TABLE BELOW) Z-#6(CU)' I F METAL WATER PIPING IS AVAILABLE. FULL SIZE IF NOT. ______Z MAIN UNDERGROUND METAL WATER PIPE (BOND TO PIPING ONLY WHEN METAL PIPING IS INSTALLED PER 250-50(a) GROUNDING'DETAIL NOT TO SCALD GROUNDING ELECTRODE CONDUCTOR BONDING JUMPER SERVICE COPPER - ALUM COPPER ALUM SIZE 100 #8 - #8 - 150 #6 #4 #6 #4 200 #4 #2 #4 #2 300 #2 #1/0 #2 #1/0 400 #1/0 #3 0 #1/0, #3 0 500 #1/0 #3/0 #1/0 #3/0 600 #2/0 #4/0 #2/0 #4/0 700 #2LO 40 s 20 40 800 #2/0 #4/0 #2/0 #4/0 1000 3 0 250MCM j3LO 250MCM PANELBOARD SCHEDULE "CHB" 600 A. MAIN L. O. 240/120 VOLTS SURFACE MOUNTING NEMA 1 1 PHASE 3 WIRE, 60 HZ. 22 K A.I.C. MINIMUM INTERRUPTING RATING LOAD KVA SERVES TRIP AMPS POLES WIRE GND SPACE NO GND WIRE POLES TRIP AMPS SERVES LOAD KVA 1.50 WH-1 20 2 10 12 1 2 12 12 1 20 RECEPTACLES-CONF. 1.20 - 3 4 12 12 1 20 RECEPTACLES -CLUB RM. 1.20 0.40 TTB 20 1 12 12 5 6 12 12 1 20 RECEPTACLES -CLUB RM. 1.00 8.86 AHU-IA 45 2 8 10 7 8 12 12 1 20 RECEPTACLES-MAINT. 1.20 - 9 10 12 12 1 20 RECEPTACLES-MAINT. 0.80 8.86 AHU-1B 45 2 8 10 11 12 12 12 1 20 RECEPTACLES -OFFICES 1.20 - 13 14 12 12 1 20 COPIER 1.20 5.86 AHU-2 30 2 10 10 15 16 12 12 1 20 RECEPTACLES -LEASE 1.20 - 17 18 8 6 2 60 AHU-4 11.7 8.86 AHU-3 45 1 2 8 10 19 20 - - 21 22 8 6 1 2 60 AHU-5 11.7 4.27 CU-IA 35 2 10 10 23 24 - - 25 26 10 10 2 30 1 CU-3 3.74 4.27 CU-1 B 35 2 10 10 27 28 - - 1 129 30 10 8 2 50 CU-4 6. 12 4.27 CU-2 35 2 10 10 31 32 - - 33 34 10 8 2 50 CU-5 4.27 6.00 WH-2ACAB.20 2 10 10 35 36 - - - 37 38 12 12 1 20 FIREPANEL (1) 0.50 0.50 LIGHTS - DISPLAY 1 12 12 39 40 - - 1 20 SPARE - SPARE 1 - - 41 42 - I - 1 20 SPARE - LOAD DESCRIPTION CONN. LOAD D.F. CALC. LOAD NOTES: ( 1) PROVIDE LOCK -ON DEVICE. � LIGHTING - KVA 0. 50 1.25 0. 63 RECEPTACLES - IST 10 KVA 7.80 1.00 7.80 RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 MOTORS - KVA 0.00 1.00 0.00 EQUIPMENT - KVA 92. 38 1.00 92.38 OTHER - KVA 0.00 1.00 0.00 TOTAL - KVA 100.68 100. 81 11 -CT CABINET AND METER BY POWER COMPANY 7 F 4 8 F23 200/200A, 2P FUSED 600/600A 2P FUSED PANEL PANEL 100/100A 2P FUSED ' CHB' ' CHA' 600A 225A Arl. 7 MLO MLO F8 OM NEMA 3R WIREWAY F51 SURGE PROTECTOR GRADE LINE TO POWER COMPANY'S TRANSFORMER TO POOL EQUIPMENT - BY ELECTRICAL CONTRACTOR) PROVIDE BREAKERS AS NECESSARY #2/0 CU GROUND - SEE DETAIL THIS SHEET CLUBHOUSE POWER RISER DIAGRAM NTS FEEDER SCHEDULE COPPER ALUMINUM MARK SETS PHASE NEUTRAL GROUND CONDUIT SETS PHASE NEUTRAL GROUND CONDUIT F8 1 2#3 1#3 1#8 1-1/4" 1 2#1 1#1 1#6 1-1/2„ F23 1 2#3/0 1#3/0 1#6 2" 1 2-250MCM 1-250MCM 1#4 2-1/2" F48 2 2-350MCM 1-350MCM 1#1 3" 2 2-500MCM 1-500MCM 1#2/0 3" F51 3 2-250MCM 1#4/0 NONE 2-1/2" 3 2-350MCM 1-300MCM NONE 3" NOTES: (1) (2) ALUMINUM CONDUCTORS MAY BE USED AS SHOWN, WHERE PERMITTED BY THE LOCAL AUTHORITIES. ALL CONDUCTORS SHALL BE RATED FOR USE WITH 75' CELSIUS TERMINATIONS. WAJ 2 AIN fig PIR H16 N1 e C � o e e o � U -1 v � O s S m F- s e SHEET TITLE Electrical Schedules & Details JOB NO.- SHEET PROJ. MGR.- DRAWN BY- MLD ED-3 CHECKED BY- MLD HVAC'LEGENV 20x1O DUCT SIZE IN INCHES. FIRST FIGURE IS SIDE SHOWN. SIZES SHOWN ARE INSIDE DIMENSIONS OF INSULATION IF DUCTWORK IS INTERNALLY INSULATED ONE SIDED DUCT EXPANSION OR CONTRACTION OXIO x WITH FLEX DUCTWORK AND SPIN -IN FITTING AND MANUAL DAMPER ELBOW & TURNING VANES O CEILING MOUNTED SUPPLY. IF OTHER THAN 4-WAY, ARROWS INDICATE m� AIR FLOW PATTERN. NECK SIZ CEILING RETURN. LINEAR DIFFUSER ; X_Y_Z — DIFFUSER LENGTH (FT.) C W Y — NO. OF SLOT,Z INCHES WIDE Z— # OF SLOTS /\NECK SIzk WALL -MOUNTED RETURN. _�o 2 X �12 �j EF-5 �1g00 _J 5 EF-4 OEF-3 ----------- - ----- I Fl� 625 1 560 Ll < got 9X9 _4 <q> S �12X 12 S1 X9 i 2X12 '00 9Xg 200 V1 25 ! � 11 1 S1 0 S1 0 Xg 9 9 V3 _0 �X 6 V1 5-0 A? S 1 T! r _r 175 17 3 711 S1 X9 V5 _0 71* ------ y EF� S '7 it 5 <�2 *1 560 9X9 ;k it 8X18 25 �Sl -2 9 2 1bu to ------------ - jpn uj w zw-15 ai z w ALI] ,ell 0' 150 371# CU-4 6X9 j c O i , [2## Xg 7" 41' i _*�_ 125 CEILING MOUNTED EXHAUST FAN 71 <014-21— it 7` THERMOSTAT 4" 6X9 1. 1-0 14X12 14 k o CU-5 OCCUPANCY SENSOR S El _j Jsa I I no DUCT MOUNTED SMOKE DETECTOR A I T 50 1-4 RETURN AIR FIRESTAT 7n 10" 9 El 4X12 7 It, 9X9 9 VOLUME DAMPER OXIO 9X9 1410 'f6 .Z/ '125 15 6' 175 9" it t 6X6 J, 41' X \7" i- i I to q Aj OA-5 I L �21 "J I 7 810 HEW e', OXIO r 4X�8 14Aiff I f j �R/ �,.. �` A 10-12 16XIO 9X9 FT 1OX8 S1 X 9 "two V1 7-0 9><V 1 -2 J_ S 100 5X15 V2X12 It S1 9X9 WIN >0 3-1 - X10 X9 6X9 S3 X 0 200 7 V125 0 100 V40-0 6#8 X9 S1 9xg 100 S1 100" Xg O"AE V1 7-5 12 0 10 i6xi i0xi 1OX12 1OX12 F___ I -------- It t (I IA 18X18 x �012 S1 0io" 0 goo 2X12 Ox t 12" 811 X 'A 1 0 4X 2 <S1 �2O 0 A sj 7 7 lot$ 711 q1 \ . 2> � 11 - I - 10 AHU,---!lQ to N I 6#p 7 F., A—, 10 vll xu> 2X12r. 101) 11 ,, I 5X15 2 X 12 got 2X12 S1 S1 X 2 0 250 250 OX20 i I i l \ i 5 11 - I;! V2_5 X X 1' 0�4_00 \V 0 �,` , OL25_01L � /1 7 81$ , I *2XI2 5115 6X9 S-1. 00 </ S1 r rl X 00 2X 12- _ 1 '25� 325'' OXIO 200 J 16X14 7" HVAC PLAN NOTES 121# x I` ,_ O 4" THICK CONCRETE HOUSEKEEPING PAD. PAD MOUNT AHU PER DETAIL ON SHEET MD.4. 00 5X15r. 2X12 DIMENSIONS SHALL EXCEED CU DIMENSIONS BY6" 4.0 3 S1 S1 ON ALL SIDES AND SHALL ALLOW FOR -UP. PLACE CU AWAY REFRIGERANT PIPING STUB 250 I ! 0 i UNDERCUT DOOR 1" FOR RETURN AIR. 360 xy FROM ROOF DRIP LINE. PROVIDE MANUFACTURER' S _j RECOMMENDED CLEARANCES. ANCHOR CU SECURELY 12 0SjA2X12 9 0 PROVIDE CLEAR PLASTIC, VENTED, 360 0XIO TO PAD. :At 16 2 pw XIO �1>�2 X5 5 <�> LOCKABLE THERMOSTAT GUARD. Ij ::!J;� 2 <�>�l 6 5 3 V REFRIGERANT LINES. ROUTE FROM AHU, BELOW V) GRADE, AND UP THRU CU PAD. ROUTE IN CONDUIT PROVIDE SMOKE DETECTOR IN MAIN SUPPLY AND F- 7=f CU-2 L_j BELOW GRADE PER UNDERGROUND REFRIGERANT RETURN AIR DUCT. ACCESSIBLE FROM MECHANICAL MEZZANINE. PROVIDE WITH REMoTE INDICATOR O-A — - DETAIL ON SHEETPROVIDE MANUFACTURER ------ C_7 B 7 14X11 _j 10 tol 7 x RECOMMENDED ACCESSORIES AND LINE SIZES IF 00 MOUNTED ON WALL. INDICATOR SHALL HAVE CU-16 REFRIGERANT LINE RUNS EXCEED 50 FT. AUDIBLE AND VISUAL ALARMS AND TROUBLE T. INDICATOR LIGH SMOKE DETECTOR SHALL SHUT C �I �{ O PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU AHU DOWN AND ACTIVATE ALARMS UPON DETECTION ull WITH TRAP, BELOW GRADE, TO JUST BEYOND97VTrPTOP WALL AND TC7DkA1K1ATI[7 A" Aprwip, rr>AnC OF SMOKE. SMOKE DETECTOR SHALL BE SIMPLEX v O CU-1A L 00I I q) 12" 2 y 10 15X 15 iC < 50 _0 ! Sol 51X<1)5 <S �j 5 X 15 r �nn f t;nr) C;nn LOUVER FRAME— BIRDSCREEN (OMIT FOR DRYER EXHAUST LOUVERS) LOUVER REFER TO ARCHITECTURAL DRAWINGS FOR ACTUAL LAYOUT AND COORDINATION OF CEILING REGISTERS. FINAL COORDINATION TO BE WITH ARCHITECT. 1 WITH TURNED DOWN ELBOW. TERMINATE IN SODDED 2098-9649 IONIZATION RO 2098-9201 PHOTO OR MULCHED AREA. PROVIDE 3/4" DIAMETER ELECTRIC TYPE OR EQUIVALENT. LINES AT INDIVIDUAL AHU'S, 1" DIAMETER COMMON LINES AND 1 1�2" DIAMETER FOR ANY LINES IN EACH AHU'S BRANCH DUCT, PROVIDE BELOW GRADE. INSULATE WHERE INSIDE BACKDRAFT DAMPER. BUILDINGS AND WALLS. - ! 1 00 "IV %�Vvrxu i "n I C. DUCTWORK "VRN ROUTING WITH mvvr PROVIDE ANGLES i fl 1_1 CEILING ELEVATION CHANGE. COORDINATE DUCT WALL AT TOP X SIDES I : 1 41 .1 r <!> PnHTYMn WITH qiZTPH('THPAI nPAW1KIr_cZ TRUSS LAYOUT AND FRAMING �j y li ROUTE DUCTS IN ATTIC EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R6. 0. ---------- jxv OCEILING MOUNTED EXHAUST FAN. COORDINATE 16 OUTSIDE AIR DUCT. ROUTE FROM RETURN AIR UP A "all PLACEMENT WITH ARCHITECTURAL AND ELECTRICAL IN ATTIC TO CEILING MOUNTED EXTERIOR TRADES. ROUTE 28 GAUGE GALVANIZED DUCT FROM FAN LOUVER. PROVIDE INSECT SCREEN. PRIME COAT UP THRU ATTIC TO A GOOSENECK. PROVIDE INSECT AND PAINT TO MATCH BUILDING COLOR. SCREEN. PRIME COAT AND PAINT TO MATCH ROOF COLOR. t A WHEN REFRIGERANT LINE RUNS - EXCEED 50 <6> WALL MOUNTED PROP FAN TO RUN CONTINUOUS. EQUIVALENT c*c7c*r0 C 1717 UN Er ki DUCT AS SHOWN MOUNT 6" BELOW FINISHED CEILING.LINEa L CU'S MANUFACTURER'S RECOMMENDATIONS FOR THE ON PLANS SPECIFIC LENGTH INVOLVED. ALSO PROVIDE A0116 a as Aft MOUNT REMOTE TEMPERATURE SENSOR IN RETURN ACCESSORIES AS RECOMMENDED BY MANUFACTURER. CAULK AIRTIGHT WATERTIGHT GALVANIZED <�> Clubhu,u u AIR DUCT PRIOR TO DILUTION WITH OUTSIDE AIR.ZU ALL AROUND WALL STEEL PLENUM. a m PROVIDE ASSOCIATED THERMOSTAT WITH 2 STAGE PROVIDE VAV CONTROL DAMPER WITH REMOTE INSULATED FOR I -%I Floor a H"VAC Plauni HEATING/COOLING CAPABILITIES. STAGE AHU-1A & THERMOSTAT. SEE DETAIL ON SHEET MD. 3. INTAKE LOUVERS. M ca i L 1B SO THAT ONE SYSTEM MAY RUN DUE TO LOAD REQUIREMENTS. SOALB 5/16" = 1'-0' MOUNT THIS DIFFUSER AT APPROXIMATELY 14 FEET MEET flli. WALL LOUVER DETAIL 24XI6 DOOR LOUVER. ' PRIME COAT AND PAINT TO <@> ABOVE FINISHED FLOOR. COORDINATE EXACT LOCATION ClubShOUse SCALE: N.T.S. MATCH BUILDING COLOR. WITH INTERIOR DESIGNERS AND ARCHITECT. Main Floor 3 ,r . a M , , t, , " r ' k CLUBHOUSE AIR DEVICE SCHEDULE MARK MANUFACTURER MODEL � • DESCRIPTION OBD. MOUNTING COLOR MATERIAL REMARKS S 1 METALAIRE FIXED LOUVERED Y SURFACE SEE STEEL OR 1, 2, 3, 4, 6 5500 DIFFUSER CEILING NOTE 6 ALUMINIUM Q METALAIRE ADJUSTIBLE LINEAR Y, WALL OR SEE STEEL OR 1 3 4.6 FTSI-20 DIFFUSER SOFFIT NOTE 6 ALUMINUM ' 1 METALAIRE HEAVY GUAGE LOUVERED Y WALL OR, SEE ALUMINUM 1, 3, 4, 5 HDRHD RETURN 45' BLADE ANGLE OUTSIDE,SOFFIT NOTE 6 METALAIRE LOUVERED RETURN Y SURFACE SEE STEEL OR 1,3,'4 RHD 45' BLADE ANGLE CEILING• NOTE` 6, ALUMINIUM L1 RUSKIN -4" DEEP FLANGED FRAME N EXTERIOR SEE ALUMINIUM 1, 4, 5 ELF-375DX DRAINABLE LOUVER WALL NOTE 6 1 PENN BV 4" DEEP BRICK VENT N E 'ALL R WALL W SEE NOTE 6 ALUMINIUM 1, 4,5 1. SEE HVAC PLANS FOR NECK SIZES AND,'CFMS. 2. 4-WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS. 3. MAXIMUM PRESSURE DROP OF .06 IN WC. " 4. TRANSITION ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. 5. HORIZONTAL DIMENSION'GIVEN FIRST. 6. CONSULT ARCHITECT FOR REQUIRED COLOR. CLUBHOUSE -EXHAUST FAN SCHEDULE ELECTRICAL , MARK MANUFACTURER TYPE &MODEL CFM E.S.P. — DRIVE MOUNTING SONES SERVES REMARKS WATTS VOLT / HP PHASE EF-2 PENN ZEPHYR Z3H 75 . 25 DIRECT 39` 120/1 CEILING 2. 3 JANITOR'S 1-4' _ CLOSET . EF-3 PENN ZEPHYR Z 10H 560 .25 DIRECT 390 - 120/1 CEILING 8. 5 MEN'S RESTROOM ,,t 1, 2, 4, 6 EF-4 .PENN ZEPHYR Z 10H 625 - . 25 DIRECT 390 120/1 `CEILING 8. 5 WOMEN', 1 2, 4, 6 , RESTROOM EF-5 PENN ZEPHYR P16T 1000 . 25 DIRECT — 1/4` 120/1 WALL 6. 2 CART STORAGE , ' 1 4, 7 I PROVIDE WITH UNIT MOUNTED DI$CONNECT, 2-PROVIDE WITH WHITE OR OFF—WHITE CEILING,GRILLE. 3..CONTROL WITH ROOM LIGHTS. 4.PROVIDE WITH BACKDRAFT'DAMPER. S.PROVIDE WITH UNIT MOUNTED SOLID '`STATE SPEED CONTROLLER. 6 PROVIDE FAN WITH OCCUPANCY SENSOR AND 10�.MINUTE TIME DELAY. 7.WIRE EXHAUST,FAN TO RUN CONTINUOUSLY, I w r 1 f • SHEET TITIX s , 6�ildin 4i" �, .jl , pper Floor , A ,r Purnbing Plan „. ^ r ', '. } JOB NO SHEET ,. -, .. is , _.' 'r., t -.. :., , A :. ,. -„ ° ., :,' .. .: .. ..�..•...... ... .' .: ..' PROj,, " E4.. BY; CHEC�P2 10 3, „ R z 4 , 4 f r rt t 7 7 " 'j , , x . -..,. a ,� , � ,. :. , ,v ,. ,, ,.•. ,::, .,, .: f y. . PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION WASTE VENT CW HW REMARKS HB-1 HOSE BIBB --- --- hit - — OUTLET +24" PROVIDE WOODFORD #21, NONFREEZE WALL HYDRANT WITH VACUUM BREAKER, 3/{" HOSE THREAD OUTLET SPOUT, ALL BRONZE. SEE PLANS FOR LOCATIONS Ell j Building Type IX o Trash Compactor - PI I , i HB-1 3 j Z O STORM WASTE PIPING BELOW GRADE. V REFER TO CIVIL SITE DRAWINGS FOR CONTINUATION. U ODOMESTIC WATER SERVICE BELOW GRADE. Ya" CW RUNNING FROM BLDG. # 27 REFER TO BLDG.# 27 CIVIL DRAWINGS FOR, CONTINUATION. HOSE BIBB WITH VACUUM BREAKER. E 4O REAR OF CAR WASH SLAB IS SLOPED f TO DRAIN WATER OUT OF THE BACK OF THE CAR WASH TO LANDSCAPE SWAIL. lJll.l_��11J CONSTRUCTION NOTE KTD WILL NOT REVIEW OR APPROVE ANY MODIFICATIONS TO THE CONTRACT DOCUMENTS DURING CONSTRUCTION UNLESS GIVEN TWO (2) WEEKS NOTICE PRIOR TO INSTALLATION OF ANY PLUMBING SYSTEMS THAT DO NOT CONFORM TO THE DESIGN DOCUMENTS. ALL MODIFICATIONS REVIEWED AND APPROVED BY KTD WILL BE PERFORMED AT THE EXPENSE OF THE CONTRACTOR. KTD WILL NOT BE RESPONSIBLE FOR ANY DELAYS OF THE PROJECT DUE TO THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS NOTICE. SHEET ATLE Bld . Type IX Tras� Compactor & Bldg. VI JOB NO..- SHEET PROS. MGR.- DRAWN BY- KBL P2.11.9 CHECKED BY— GHK � .. ; r .. _ ._ ... is ;:. .,, � .: ,� .. �. :.: ,.. _ _._ � ... .. ... .. g i i .. f ,. r �. .. il .. ... _ r., �.. ... .S •., �. l � i � �. ��.r ... �,. .. � r �. i �. •. � '. �: a*-r. �... .�. �. �( .,. .. ` �.: �":,, :Q .'. .': .: � � " s : , n i 1 .. ,� � -. .. .. .. � .e �. '. � r � _., r .. ..n. � � ... { is 4 ., � :;. .. ... + .. " '' t r',s :,.i R i 7: F 1� } S Y l 3 :� . r----i-�---i s- ` o, , r a r. 1 Sf, 4 , g 2 r .. ` ` e t, ,r• . .. ,. ,...: ,} .. ., a , ,v 3, :. ; .. ... ,., a,.. , .: • , .... ,. .. , W , 'R r , , ' y w rl 1.Qt,j w UP ,yy W i _ I NSU_ TE ALL TORY N T 5 NKS- WITH': ' A , p K�, CHI(... I ::', , .., II I. i ., , , :•. TRU _ +LAVA -. MODEL ,' 10 INSULAT I 9N,l BOTH.,, HOT ' Q #� 2 . r :.. AND: OLD WATER SUPPLIES VALVE'S:AND.P-TRAP. :' .. f . Ilex r , ,. , .; - ;. . r t . . , .. 3 r P '. ,. ,. ,,. , I .� .. - - ,+ n ,: 4II , i ( I .' i :. s. , , , .. „ , , , , _ , _, - . :. II 4.: , p r 5' . Y f . .. t is a , , ,: .. —,, 5 .. -, . F c. , „ . , v, . .. II . P. 5 , .. ,.. .. _ g , - r .. , p „ • , •r . ,r ,S t r . ;. :. ,.,:, , ,, ., „_: r . ♦ .' , t, : i' - ; I :, ,'-. . .- ... „ - A ; :. . -, 1. .e .. !. .i , ,. , , t ,. f, "1 -: - - c } , . , , w ,,. , - - _ , .. , .. 1 r: r -' , _ ., , r It i v .. ,. , -. i. < , '� ,: ., .. .. '. - , r t - -. :r.. - I 1. .. -'" `- -1 t t e 'x , , , r .: ,:' .. , 1. `. I:. : .. ... - ..... .. y , ,.. .: ;;. ,.. i, :: e. , `., '!.� , k „. t ,v , . -: , -r: . r r . , , v : f' r. r ',. :.,, , .., a e. ... :x_ r :.... ,: :^.: .:- , 4 r ., ., : .. : ,. r. ,: .' ., .. ,.. ,. .. : ,. .. -,..... ;. ,: , y. , .: -a. r , .. ,:.-• , M : r -.1. « Ri 11 , . ..: ,. .. -: ,- e .. .. ... ,. 1. ,. .. +':, .., .. .' .. ._,. r . ,r i- is -^i: .. : r,. ' ,,.: t 3. r _ ; , o,.: ,.. r- y .. _.. - - t. - , , - ,.: ... .. ., ... ',: ... r .. a :: - . , :. ... ... .« .. _ -r ., - , , , , _':. , ,- : _ r ',. '.. . . ,:. r --, .. a _ ,. ? 11, .>. .. .. ,. ,. ,. ,.. - -. .. ,,: .. z, `,. , ,: _ ,, -,.. ,. _ , ., ,. .. .. .. e i• y 11' 1 t,t, d' t ' �tt 1". y 1'. .. SC A I ES. + 0 ECO- GRADE EXTERIOR CLEANOUT , A N T I FY ARCHITECT F ANY p I REP NC ,. ND . Q OF �' � , r .. 7, .CONTRACTQR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE G AND RATING -1 -C HOSE BI B WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. SEE ARCM. .. ,:... , ri Z ! yr� i 4 x �z _r ^ nr. ,. ,., , s U •,';; : , S-1 INK ,•� ; - 1 �i`i ' 1 �z ,. �z •,:. '� TO . IN C-Q4lNTER P PLANS FOR PENETRATION DETAILS. BALL TYP SHUT OFF VALVE , _ -�--• . E .. , _ �, .: - MODEL.: rST RUING .PRO 3�22 7 �' 7 DEEP , ,DOUBLE COMPARTMENT, 22 GA; , T PANS . ALL WATER SUPPLY AND SANITARY LINES SHA L BE RUN AS CLOSE 0 L ;.- PIPING TURNING U 'IN _ ,[,EDGE"'TYP_ STAINLESS STEEL,,SOUND DEADENEQ,,E, SELF RI MING WITH CRUMB P "WASTE P-TRAP, N SIZING. AS POSSIBLE WITH NO CHANGESS ZI :_.•. : ,, IN U & CUP STRAINER'&'TAILPIECE,,.1, FONT UO S A A , _ED PIPING TURNING DOWN ;,, SUP _, .. ANGLED ST P � VALVES' AND SUPPLIES. :CHROMIUM PLATED BRASS A: L 0 CONTRACTOR SHALL 8ERESPONSIBLE-FOR PRQVIDING ALL NECESSARY ..:. - ' r., CHROME9. MODEL! ER` K ,P1-5�72 CP WITH ._• BRANCH SIDE CONNECTIPQRTING D VI,CES FOR FIXTURES INCLUDED IN CONTRACT OR HEREIN ON , . SPECIFIED OR OTHERWISE OR OTHERWISE'., ECI• <,r---��------- RRAN[:N ^ TOP CnNNFCT t ON - ^ 1/1LL. 111 V'1 UL_ INL..JI VI\Ji L:JL.L. 1 VI\ Iwo 1 V{_L[\ 1 _4 ,VI I I IL., 1, 1\YVLV 1' )IV4 1 V 1'41Y+ F a CONTRACTOR'S FAILURE TO COMPLY WITH THIS NOT ICE. ICE. .' 'S 3 � J Y ``YFQt I , , a t REMOTE WATER METER I STAL ATION DET AFL . r S NT r r , , f y .. i a a ,' ,:. :. , ,. .. -. , , ,. .. :„ „.. i, .. ,.. , v. 1. ^Y ,:.':., r ♦ .. .. - y i; a ' , 300 [1 3" 3" 1W 2" STANDPIPE--, �-1 2" STANDPIPE---, 2" STAB 3". v 3" 13" 3" 3" 1 V2" 1V2"� 2" I I I I I i I �1 3" 3" 2" 2" WC-1 S �.3 PD. 3 3" s 'Now -A 1 2" 2' n1ww 1 I 13„ I oo I I I I I I 3" WC-1 I � 2" I 2„ ( 2) L-1 I i i t I 2" 3" RISER NOTES O1 CONNECT TO EQUIVALENT VENT THROUGH ROOF. u I I I 1 I I I I I i I I I i Ift s 0 N z w Q 3" z 311 I � WC-1 2„301 2" n WC-1 2 3" r` 3" T-1 BT 2" ft01 u O Z II's r a �1 L `. U Lq SHEET TITLE Plumbing Sanitary Riser Diagrams JOB NO.- SHEET PROD. MGR.- DRAWN BY- KBL PD.3 CHECKED BY- GHK i i PLANS RIEVIF.-WED CITY Of SANFORD n. j A,13 M U ST M E ET F 0 R. I DA' ACCESSIBILITY CODES MUST MEET FLORIDA ENERGY CODES City of Sanford Model Codes in effect: Standard Building Code 1997 ed. Standard Plunibing Code 1997 ed. Standard Mechanical Code 1997 ed. jqational Electrical Code 1096 ed. See City Code AMENDMENTS r-L. Accessibility Codes 1097 F.L. Energy Code 1997 SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING 7ti7'7' ' i 4 k A CORREC. TION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES. if a. ------------ .. ........ 77 THEY.,ARE` INTENDED ASSEMBLY ;:INWHICH L Lj LENGTWEXCEEDS'.., THE, �EQU I VALENT DRYER VENT:' TO� Bl�,-,JNSTALL�D,,.' AND INSTALL'THEWIN L L 'LOCA 25`FEET,AT THISL TION1. OWNER'.SHA AQCQR.D ....WITH.. T H �JHEIR t ISTED 'WHICH-IS'R ATED JQ,�,EX I NSf ALLA' TRUQT TJ ON J NS ON .,,PREPURCHASE.PRYER CrAl I T %l A I -r . C C7 C T fW A. 11-T KNOW= 0" I A I 4 APARTMENT SPLIT SYSTEM.AIR CONDITIONER, SCHEDULE MARK CU-Al/AHU-Al _ _ CU Ala/AHU Ala _ �" CU Blog/AHU Blog _ r CU C1/AHU C1 _ _ - CU C1o/AHU Cla - AH - CU C2ag/ U C2ag CU-C3 AHU-C3 / CU-C3a AHU-C a / _ CU-C4 AHU-C4 ,. ,/ CU-C4a AHU-C4o _ / CU AHU-D1 / CU�D1ct AHU-D1a / CU-D2/AHU-D2, CU-D2o/AHU-D2a. NOMINAL TONS OF CU 1.5 2.0 3.0 2.0 2.5 3.0 3.0 3. ,0 ` 3. 0 =`.. 3• `Q 3, 0 .. 3.. 0 . 3. 0 3.5 TOTAL COOLING LOAD MBH OTA ( ) 15.7 19.5 33.5 20.2 23. 6 32. 1 26. fi : ° 29.0 28..4 32.,7 28. 4 33. 0 31. 1fi. 1 . $ I NS I BLE COOLING LOAD (MBH) 13.3 16.8 30.2 17.1. 20.3 28.6 23.5 - `'25. ? ; 25. ;1 } . 29.` 1 24. 7 ., , < 29.0 27.4 32. 0 ., AHU CONFIGURATION VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL. VERT,ICAL.',' =.VERTICAL VERTICAL VERTICAL VERTICAL loll VERTICAL. V ERTICAL AHU DIMENSIONS L X W X H (I N) 22 X 16 X 41 22 X 16 X 41 = 22. X 20 X 47 22 X 16 X 41 22 X 16 X 41 22, X 2Q X 47 22 X 20 X 4? 22 � X 20 X 47 22 X .20 X .. "47 24'X 20 X 53 22 X 20 X 47 24. X: 20 -X 53 22 X. 20 X �47 .•. ,, , ; 24 X 20 9 53 .: SUPPLY AIR (CFM) 700 875 1470 875 1025 1450 1200 1325 1300 :'T470;' 13Q0 147p 1360 150Q EXTERNAL STATIC PRESS. (IN W. C.) 0.3 0.3 0.3 0.3 1. 3 0.3 0. 3 0.3 Q 3 0. 3 0. 3 0. 3 0, .3 0.3 ENTERING AIR-DRY BULB ( DEG. F.) 77 77 77 77 77 77 77 77 77" 77 . 77 77 77'',.' 77 ENTERING AIR WET BULB (DEG. F.) 65 65 65 65 65 65 65 65 65 65 65 65 65 65 HP 1 /5 1 /5 1 /2 1 /5 1 /3 1 /2 1 /3 1 /3 1 3 1 /2 1 /3 1 /2 1 /3 1 /2 EVAPORATOR FAN VOLT/O 230/1 230/1 230/1 230/1 230/1 230/1 230/1 230/1 230/1 230/1 230/1 230/1 230/1 230/1, LOAD (MBH) 12. 9 12.7 22.4 15.4 15.4 21.2 19.7 19.7 23.' 4 22. 7 ' 21. 6' 22. 1 25. 6, 25. 4 ELECTRIC HEAT KW 5 5 5 8 8 5 5 5 ;5 5. _, 10 10 5 5 VOLT/O/STAGES 230/l/1 230/1/1 230/1/1 230/l/1 230/l/1 230/1/1 230/1/1 230/l/1 23Q/1/1 230/1/1 230/1/l 230/1/1 230/l/1; 230/1/1 CONDENSING VOLT/O 230/1 230/1 230/1 230/1 230/1 230/1 230/1 230/1 '230/1 230/1 230/1 230/1' 230/1 230/1 UNIT MOCP (RLA/LRA) 20 25 40 (17. 3/94) 25 25 40 ( 17. 3/94, 0) 40 (17. 3/94. 0) 40 (17. 3/94.-0) 40 ( 1-), 3/94. 0) 40p .(17. 3/04. 0) 40 40 4Q ( 17. 3/94. 0) ., `45 ( 19. 2/97. 0) SERVES UNIT Al BOTTOM UNIT Al TOP UNIT B1 OVER GARAGE UNIT Cl BOTTOM UNIT Cl TOP UNIT C2 OVER GARAGE UNIT C3 BOTTOM UNIT C,3 TOP UNIT G4 BOTTOM 1 UNIT C4 TOP UNIT D1 BOTTOM UNIT D1a TOP UNIT D2 BOTTOM UNIT,D2 TOP MANUFACTURER JAN I TROL OR EQUAL JAN I TROL OR EQUAL JAN I TROL OR EQUAL JAN I TROL OR EQUAL JAN I TROL OR EQUAL JAN I TROL OR EQUAL JAN I TROL OR EQUAL JAN I TROL OR EQUAL JAN I TRO OR EQUAL JAN I TROL OR EQUAL: JAN I TROL 11 OR EQUAL JAN I TROL OR EQUAL JAN I TROL OR EQUAL JAN I TROL OR ` EQUAL AHU MODEL # A24 A24 A42 A24 A24 A42 A36 A36 �36 A42 A36 A42 A36 A48 CU MODEL # CK18 CK24 CPKE36 HEAT PUMP CK24 CK24 CPKE36 HEAT PUMP CPK36 HEAT PUMP CPKE35 HEAT PUMP CPKE36 HEAT RUMP CPKE36 HEAT PUMP CK30 CK36 CPKE36 HEAT PUMP CPKE42.;HEAT PUMP MINIMUM EFFICIENCY AT ARI 10 SEER 10 SEER 10 SEER/6.8 HSPF 10 SEER 10 SEER 10 SEER/6.8 HSPF 10 SEER/6.8 HSPF 10 SEER/6.8,HSPF 10 SEER/6.8, HSPF 10 SEER/6.8 HSPF 10 SEER 10 SEER 10 SEER/6.8 HSPF 10:SEER REMARKS 1-7 1-7 1-7 1-7 1-7 1-7 1-7 1-71-7., 1-7 1-7 1-7 1-7 1-7 1. EXTERNAL STATIC PRESSURE EXCLUDES LOSSES 5. COOLING LOADS EXCLUDE EVAPORATOR FAN HEAT, DUE TO AHU CASING, DIRT ON FILTER, AND 6. PROVIDE WITH 5 MINUTE TIME DELAY RELAY TO WET COOLING COIL. PREVENT COMPRESSOR FROM SHORT CYCLING. 2. PROVIDE WITH HEATING, COOLING THERMOSTAT 7. ALTERNATE MANUFACTURERS AND MODELS WILL BE REVIEWED. THERE MAY BE 3. 95'F. OUTSIDE AIR AMBIENT. ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL CHANGES RESULTING FROM THE 4. MOCP = MAXIMUM OVERCURRENT PROTECTION. ALTERNATES. THE COST OF IMPLEMENTING AND ENGINEERING THESE CHANGES SHALL BE BORNE BY THE MECHANICAL SUBCONTRACTOR. APARTMENT GRILLE AND REGISTER SCHEDULE MARK MANUFACTURER DESCRIPTION OBD MOUNTING COLOR MATERIAL REMARKS OA CODY OR EQUIVALENT TWO-WAY STAMPED Y WALL WHITE STEEL 1, 3, 4, 5, 7 FACE OCODY OR EQUIVALENT ONE-WAY STAMPED Y WALL WHITE STEEL 1, 3, 4, 5, 6, 7 FACE O CODY OR EQUIVALENT CURVED BLADE Y CEILING WHITE STEEL 1, 2, 3, 4 STAMPED FACE �D CODY OR EQUIVALENT ADJUSTABLE VERTICAL Y WALL WHITE STEEL 1,3,4,5 BLADES EO CODY OR EQUIVALENT STAMPED FACE N WALL WHITE STEEL - RETURN 1. SEE HVAC PLANS FOR NECK SIZES AND CFMS. 2. 4-WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS. 3. MAXIMUM PRESSURE DROP OF .04 IN WC. 4. TRANSITION ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TQ AIR DEVICES AS REQUIRED. 5. HORIZONTAL DIMENSION GIVEN FIRST. 6. ADJUSTABLE VERTICAL BLADE REGISTER MAY BE SUBSTITUTED IF ONE-WAY CANNOT BE FOUND. '. USE ONLY REGISTERS SPECIFICALLY MADE FOR SIDEWALL APPLICATION. EXHAUST FAN SCHEDULE ELECTRICAL MARK MANUFACTURER TYPE &MODEL CFM E.S.P. DRIVE MOUNTING SONES SERVES REMARKS AMPS VOLT/ HP. PHASE EF-1 NUTONE 70 .3 DIRECT 1'3 120/1 WALL 4 APARTMENT 1-5 769RL BATHROOMS 1.PROVIDE WITH UNIT MOUNTED DISCONNECT. 2.PROVIDE WITH WHITE OR OFF-WHITE CEILING GRILLE. 3.CONTROL WITH BATHROOM VANITY LIGHTS. 4.PROVIDE WITH BACKDRAFT DAMPER. 5. FAN/L. I GHT COMBO. HANG FLEXIBLE DUCTS WITH 1lz" WIDE 22 GA. STEEL STRAPS WRAPPING UNDER DUCT EVERY 5 FT. MAX. ALSO SUPPORT 18" FROM ANY CONNECTION. SUPPORT DUCT AT EACH CHANGE OF DIRECTION. HVAC GENERAL, NOTES . .NON -SCREENED CAP A. DE OF GRILLES ORDUCTS REG REGISTERS WITH TPORT OHFLATBLACKPAINT. SOF CGBL ASSEMBLY VISIE . ,: :-%,,�''�WITH BACKDRAFT DAMPER. THROUGH B. PIPE AND DUCT ROUTING SHOWN IS SCHEMATIC. PROVIDE ANY • ADDITIONAL OFFSETS AND FITTINGS, INCLUDING DIVIDED DUCTS, REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES F,,%' ATTIC AS ENCOUNTERED IN THE FIELD. ATTIC j-% DO NOT JOIN DRYER 1 C. COORDINATE WITH ALL OTHER TRADES PRIOR TO PURCHASING OR INSTALLING EQUIPMENT AND MATERIALS. 1,�� % .�,�' DUCTS TOGETHER. EXHAUST •-'` _ FAN D. ASSEMBLE DRYER DUCTS WITHOUT SHEET METAL SCREWS OR OTHER; -'► FASTENERS EXTENDING INTO DUCT. RUN EACH JOINT IN 'THE DIRECTION co OF AIR FLOW SO AS NOT TO CATCH LINT. SEAL JOINTS WITH NON COMBUSTIBLE MATERIAL. 1 2ND FLOOR �' 4 EXTERIOR ' WALL 1 E. COORDINATE ALL HVAC SYSTEM DRAWINGS WITH TRUSS MANUFACTURER DURING (- SHOP DRAWING REVIEW TO AVOID INTERFERENCES BETWEEN'MECHANICAL,-SYSTEMS AND ROOF STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ` r.' t -- c t ASSOCIATED WITH TRUSS INTERFERENCES THAT OCCUR IN THE FIELD~,DURING 2ND, FLOOR � � � N CONSTRUCTION. COORDINATE IN ADVANCE. DUCT SIZES MAY BE"REVISED TO k FIT TRUSS SYSTEM SO LONG AS THE EQUIVALENT INSIDE CROSS -SECTIONAL f 4" ROUND 30 GA: R AREA IS NOT DECREASED. - FLUSH MOUNT GALV. STEEL EXHAUST GRAVITY ,LOUVER. DUCT. f f I } DRYEqZ �_ I j F. ALL CONTROL WIRING AND CONDUIT SHALL COMPLY WITH NEC AND DIVISION 16 PRIME COAT AND PAINT -RYE .........................„.........................._..._.......................... r s1.,.......................................... _. ----------- SPECIFICATIONS.! ... PER ARCHITECT'S 1ST SP DIRECTION. >- ... .... ........... ......... J A �1 JOIST SPAC 0 CE G. PROVIDE MINIMUM 30 GAUGE GALVANIZED STEEL ROUND EXHAUST DUCT. r FLEXIBLE ALUMINUM IS NOT ALLOWED. 14 ROUND 30 GA. PENETRATE PER. .' ROUTE EACH (GALV. STEEL DRYER U. L. FC7002. H. SLEEVE AND FIRESTOP PENETRATIONS THROUGH FIRE RATED, SYSTEMS TO DUCT SEPERATELY. PENETRATE PER 3;VENTS. ROUTE EACH MAINTAIN RATING OF SYSTEM. USE MINIMUM GALVANIZED STEEL GAGE/I I : i IN FLOOR CEILING DUCT AS REQUIRED TO MAINTAIN RATING OF SYSTEM. , �T r^nM U.L.U. L. FC7002. 1 ASSEMBLY/ f : � l a S C� e t , 4' r \V i W__` PREMANUFACTURED' TRAP AT LEAST 3" DEEP,. WITH CLEANOUT IS ACCEPTABLE. _._._ .; . _... ..........._..............:......_,.:..._.....__..:fir JOIST OR ATTIC SPACE ! CONDENSATE TRAP DETAIL 'FLEX DUCT, �` PLENUM DAMPER AT LOWER FLOORS ONLY SCALE: N. T. S. ......... ..... _. __. _ .... " ... .... . ' PLENUM , • 3 ; i f FACTORY INSTALLED j D ISC,ONNECT y } LOUVERED DOOR BY , OTHER TRADES i MOUNT.I ., BRACKETNG f AHU EE M ° 0 4" MIN. I 53' � a c _ MAX. c 0 90 0,l . 18 GAUGE PROVIDE CAULK AT CONDUIT ENTRANCE MINIMUM ` OR:PACK WITH ROCK WOOL INSIDE � OUTSIDE - INSULATE ENTIRE LENGTH OF SUCTION LINE SEA , OPEN 'END WITH ' s - NON TOXIC .CAULK .. __._ ._.._.-....-..._..._.. __ ...._. .__ v._,.. r_._..-._,. SLAB -....... ..._ ........ _ , r i ............._. ........................ 1FOOTER _ ]LUTE 'REFR I GERANT L I NE$ . ,......;.r : ..... i ff EL©W .GRADE`'TO CU. APPLY COATS; '' LOW BOY 4001 , ;'. OF VINYL 'LACQUER MIN. j FINISH.OR:PROVIDE ° ! WATER HATER A ER E s ; TYPE L'PMINUM JACKET ON' ALL 45 BEND s XTER,IOR EXPOSED INSULATION. I 5„ 32.,: ROUTE CONDUIT UND ER •SLAB. '' _. � i DRAIN PAN, � PVC CONDUIT WITH SOLVENT FOOTER AND'COMPACT� .FILL. s ' WELDED JOINTS. 4" DIA FOR COMPACTED FILL 'BRAE , BE` AT r ONE -SET OF LINES. 6" DIA 4" L.IFTS TO GRADE. FOR UP TO 3 SETS OF LINES. MIN. "/FT` TO`•OPEN END. , { ... ........................... .:. . ... _ _.... ...... " • •.. . ,, r- JOIST SPACE . UNDERGROUND REERIGERANT'LINES. ..................... _ .. ............._................ ._........... ... , . , _. ., • ._ .. (LOWER FL CONDITION�,SHOWN) NTS , u y NG •D`ETAIL , z ,• z , e, r „ , , , 5 r Z 'WORK: - --- zz 12 • �\ we 0 - ` \ i r w w 3 HOSE BIBB +24 ABOVE FINISHED GRADE. ,�.i O 4 . 3 KIDS FUN � —�— _ — �4I��T��>��: ❑ i7 4 T ENTRANCE DETAIL ONCSTUDY � _----,----- � -- , WORKSHOP � SEE DOMESTIC WATER AN ' THIS SHEET. CENTER i " H f H -1 _ - 6 - f y a ' 5 DOMESTIC WATER PIPING SUPPLY RUNNING BELOW SLAB. DO C - „ - _ TO POOL EQUIPMENT Oww 1 (� » 3» .3 I 3 1 „ �4 CW n n 6 TO WATER HEATER SEE DETAIL ON SHEET PD-4. _ 8 O ., 3» Z - �a HW $ - \ I 7 WALL CLEANOUT BELOW SERVICE SINK. i 1,1 CW �_ _ 5 1» CW 8 O - HW � O V2 HW - ---- U 4 --_ _ _ "-- --,—•— - � -••-- �r��r�-+ ate- 8 CW PIPING UP IN WALL FROM BELOW SLAB. 4„ _ __ » -�' , . .: ,. - 1" 5 � 1" � ,` _ - 6 O ) 1 �/4FD 1 �_- r t Cw ( < FDi2 _ , o , 9 GAS SUPPLY RISER COMING UP FORM BELOW ... i ? L__.� C �Nlny_ I1 » I ... j„S � `�\ I \ ',I Sim SLAB UP ,I N WALL. 8 -- • ^= c- _ AR i I 1 � TO GAS TANK r�__lT— _- - V2 10 _1 10 GAS PIPING ABOVE CEILING I N ATT I C SPACE. I Cam- — `! --C - 0 �foci P41\0 4. 1 V4 CW GAS PIPING I NG DOWN I N WALL TO FIRE PLACE. ' » . > r♦-J-,{ �y > . �', O I 8 1'e ll �t j tl��, ` y , 12 lh" WATER PIPING STUB FOR POOL SHOWER. _— _ - - MEN „ � �' 4 �- , ! i j I iF» ECO 1 3/z CW — _ _7_ } ]/z 10 i - 13 Jh CW BELOW SLAB TO WATER FOUNTIAN. , » , (t� ;+ O (2—WAY) I J1z HW i G= O U (� I, s 47 DF U 1 e' MULTI-PURPOSE )r� i :. • '�y`/� �}r Jy ��I /{ �/ �y] �1( 3 T ROOM, rr tc I O 4 `• 7 ' '. 2 � \ I i i � ! � CLUB 1 ' , j .t i Y � .� !) µ i• HALL � ,< �7 �" �A�... tom. i Y ,`.. _.. r r I E r , AN1 _ WALL I c , I t II j i` �- -- t I, , 1 Ws FITNESS C, Im — r 7 SHUT-OFF WALL VALVE F F�A.� I f; I — �,.'GRADE I , J i d! 5. 00 ; tl _ _ LEASING `S WATER PIPING p 7 s BELOW GRADE E: i _.__.. z ._..J 34 GPM O ' 4 3 1 ENTR H -- - ---- - ---- - =— r „ t - - _ )C�IM},ICt�.��► ; __-,_ » TYPICAL H 1 �/z 5 HB-1 PIPING : SCHEMATIC RACE: ROME co I , PORCH ; I , Sf'�OR 1 'fir✓�JRr�. i I 1 y TO FIXTURE. SEE BUILDING PLAN ABOVE FOR CONTINUATION OF r DOMESTIC WATER FLOOR SLAB I SEE BUILDING PLAN ABOVE t� FOR CONTINUATION OF FIRE PROTECTION PIPING (. I 7T SEE SITE PLANS { \�__.-------- FOR CONTINUATION Clubhou I-- - --- _ �_— PROVIDE SHUT-OFF VALVE IN CAST v ❑ I C1 IRON VALVE BOX MARKED " WATER» [Psi- Main�Plum'bing %AI:.E, 3116° = 11-0u , , 4 a r; wK , r i _— PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION WASTE VENT CW HW REMARKS WC-1 WATER CLOSET 3" 2" " th" RIM +14" _ LOW CONSUMPTION MODEL: KOHLER #3427 "HIGHLINE" (1.6 GALLONS PER FLUSHING CYCLE) WATER CLOSET TO BE TWO-PIECE VITREOUS CHINA ROUND BOWL, WITH SIPHON VORTEX ACTION BOWL & TANK..LUSTRA SEAT COVER #K4652 (COLOR:.BISQUIT),PROVIDE FLOOR OUTLET W/ BOLT CAPS,CHROMIUM PLATED TRIP LEVER, COMPLETE WITH SUPPLIES AN ANGLE VALVE STOP. PROVIDE COMPLETE WITH MATCHING SEAT WITH OPEN` FR NT AND COVER. WC-2 WATER CLOSET 3" . 2" VR ---- RIM +16 " LOW CONSUMPTION MODEL: KOHLER #3427 " HIGHLINE" (1.6 GALLONS PER FLUSHING CYCLE) WATER ADA CLOSET TO BE TWO-PIECE VITREOUS CHINA BOWL, SIPHON VORTEX ACTION BOWL & TANK, LUSTRA SEAT COVER. #4652(COLOR: BISQUIT), ADA COMPLIANT, FLOOR OUTLET W/ BOLT CAPS, ELONGATEDt BOWL, CHROMIUM PLATED TRIP LEVER, SUPPLIES & STOP VALVE PROVIDE COMPLETE WITH MATCHING SEAT WITH OPEN FRONT AND COVER. URN-1 URINAL 2" 2" 1" --_� LIP +17" ADA MODEL: KOHLER #4960-ET " BARDON" , COLOR: B I SQU I T VITREOUS CHINA, SIPHON JET, WALL HUNG WITH FIXTURE CARRIER SECURED TO FLOOR, EXTENDED SIDES, FLUSHING RIM AND V4" TOP INLET SPUD SLOAN ROYAL FLUSH VALVE #186-1 (1 GALLON PER FLUSHING CYCLE) LIP +24" URN-2 URINAL 2" 201. 44" --I- MODEL: KOHLER #4960-ET " BARDON" , COLOR: B I SQU I T, ADA ACCESSIBLE VITREOUS CHINA, SIPHON JET, WALL HUNG WITH FIXTURE CARRIER SECURED TO FLOOR, EXTENDED SIDES, FLUSHING RIM AND -Y4" TOP INLET SPUD SLOAN"ROYAL FLUSH VALVE 186-1 1 GALLON PER FLUSHING CYCLE"<< L-1 LAVATORY 2" 1 Vito 1h" th" I N'I COUNTERTOP f ,MODEL: KOHLER, " CAXTON" #K2210 - 17 X 14 -8" FAUCET. CENTERS, V I RTREOUS CHINA, UNDER COUNTER MOUNTED LAVATORY TYPE, KOHLER # K-9619 UNDERCOUNTER SOAP DISPENSERS, W/ CHROME PLATED FINISH.MODEL:KOHLER" REVIVAL" #K-16104-4A, W CHROME PLATED FINISH SINGLE CONTROL LAVATORY FAUCET. 2 GPM AERATOR). L-2 LAVATORY 2" 1 w" hz" Vz" RIM +31" (WALL HUNG) MODEL: KOHLER #2035-8 "PINOIR"- 8"CENTERS FAUCET VITREOUS CHINA,BISCUIT, ADA FINISH, W/ SHROUD, WALL HUNG WITH FIXTURE CARRIER MOUNTING BRACKET, MODEL: KOHLER, .;" REV IVAL"#K-16104-4A SINGLE CONTROL LAVATORY FAUCET W CHROME PLATED FINISH 0.5 GPM AERATOR). PROVIDE ANGLE VALVES AND SUPPLIES W/ LOOSE KEY STOPS, 1 V4" x 1 12" ° P-TRAP. INSULATE SUPPLIES & WASTE WITH TRUEBRO MODEL #102 INSULATION KIT. S-1 SINK 2 1 WV2 ofIN COUNTERTOP MODEL: KOHLER" BAKERSF I ELD" #K-58324, 31 X22, 8" DEEP, SINGLE COMPARTMENT, COLOR: BLACK,'20 GA, STAINLESS STEEL, SOUND DEADENED, LEDGE TYPE, SELF -RIMMING W/ CRUMB CUP STRAINER & TAILPIECE, I V2" CHROMIUM -PLATED BRASS WASTE & P-TRAP, CHROMIUM -PLATED ANGLED STOP VALVES AND SUPPLIES. MODEL: KOHLER K-P15172-CP SINGLE CONTROL KITCHEN FAUCET WITH SPRAY. (2.5 GPM AERATOR), CHROME FINISHED BRASS POP-UP DRAIN, COMPLETE WITH SUPPLIES AN ANGLE VALVE STOPS AND 1Vz P-TRAP. SS-1 UTILITY SINK Ith 1'/2 w V2 RIM +34 PROVIDE FIAT MODEL No. FL-1 FLOOR MOUNTED UTILITY SINK 25 23 ( x ONE-PIECE MOLDED CONSTRUCTION USING STRUCTURAL THERMOPLASTIC COMPLETE WITH DRAIN OUTLET, ASSEMBLY. PROVIDE FIAT Al FAUCETT PLAIN END, MOUNTED - FAUCET WITH ATTACHED VACUUM BREAKER HAVING HOSE THREAD OUTLET, P_ TRAP AND SUPPLIES & STOPS. - SH-1 SHOWER --- --- Va" HEAD +78", ADA ACCESSIBLE MODEL: KOHLER RITE TEMP#KT-15121-4/K-15701 PRESSURE BALANCING VALVE, CHROMIUM -PLATED BRASS LEVER LINE VACUUM BREAKER KOHLER "CORALAIS" K-950 i MASTER SHOWER -WITH SLIDE BAR AND SUPPLY ELBOW K-9513, INTEGRAL STOPS. PROVIDE #8470 HAND HELD, SPRAY UNIT WITH #R022 IN BAR: ANCHOf PIPING AND VALVE IN WALL TO PREVENT MOVEMENT. HB-1 HOSE BIBS --- ---„ _-- OUTLET +24" MODEL: WOODFORD #24P, NONFREEZE WALL HYDRANT WITH VACUUM BREAKER, :Y4" THREAD OUTLET SPOUT, ALL BRONZE. SEE PLANS FOR LOCATIONS. - WCO 1 WALL CLEAN -OUT SIZE / MODEL. ZURN #ZN-1446 CLEANOUT TEE, DURA-COATED CAST IRON BODY, GAS AND DWG. __� _ _`_ WATERTIGHT ABS TAPERED THREAD PLUG, AND ROUND, SMOOTH STAINLESS WALL ACCESS.COVER WITH SECURING SCREW. ECO-1 EXTERIOR CLEANOUT SIZE/ MODEL: ZURN+#Z--1406 ADJUSTABLE FLOOR CLEANOUT WITH SPIGOT CONNECTION FOR .DWG. --- _ ^ - -�_ CAULKING INTO HUB.DURA-COATED CAST IRON BODKY, WITH GAS AND WATERTIGHT ABS PLUG, AND CAST-IRON HOUSING WITH ROUND `SCORIATED.SECURED CAST IRON TOP ADJUSTABLE TO FINISHED FLOOR. - SHOWER DRAIN, DURACOATED CAST IRON BODY 0 U ZN 415 FLOOR AND H WER RAI MODEL: Z RN # � - FD 1 FLOOR DRAIN SIZE / , WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE DWG. COLLAR WITH "TYPE B" POLISHED NICKEL BRONZE STRAINER. - I DU COATED CAST IRON BODY WITH MODEL: ZURN ZN 538 FLOOR DRAIN, RA # , FD-2 FLOOR DRAIN SLZE/ _ ___ _�_ BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE DWG. !` COLLAR WITH POLISHED NICKEL BRONZE STRAINER AND SEDIMENT BRACKET EWC-1 ELECTRIC WATER COOLER 11h" twit 1h" LOWER'BUBBLER + 36" TWO -LEVEL MODEL: ELKAY #EBFATL-8 WALL MOUNTED,' HANDICAPPED ADDESSIBLE, TWO LEVEL, W/ CAPACITY TO DELIVER 8 GPH OF 50' F. WATER WITH INLET TEMP. OF 80' F. AND ROOM TEMP. OF 90' F., STAINLESS STEEL BASIN & GREY BEIGE CABINET, PRESSBAR BUBBLER, AIR `COOLED HERMETICALLY SEALED CONDENSING UNIT W/ 1 /5 hp. , 120 V. , 60.. CYCLE, .1 PH. W/ OVERLOAD PROTECTION, 11z" P-TRAP STOP VALVE, CORD & PLUG TPV-1 TRAP PRIMER --- --- woo --- PROVIDE PRECISION PLUMBING PRODUCTS MODEL No. P-2 TRAP PRIMER MACHINED CORROSION RESISTANT BRASS, NO SPRINGS, DIAPHRAMS, ADJUSTABLE FOR HIGH OR LOW PRESSURE, INSTALL AT LEAST 12" ABOVE DRAIN. PROVIDE TRAP DISTRIBUTION UNITS REQUIRED FOR QUANITY OF FLOOR DRAINS SHOWN ON D13AWINGS, PROVIDE ACCESS PANEL, NOTES: 1. FIXTURE(S) SHALL BE INSTALLED IN ACCORDANCE TO AL LOCAL, STATE, AND FEDERAL, ACCESSIBILITY REQUIREMENTS FOR INDIVIDUALS WITH PHYSICAL IMPAIRMENTS, 2. PROVIDE ALL NECESSARY PARTS TO MAKE A COMPLETE INSTALLATION. 3. SEE ARCHITECTURAL DRAWINGS FOR QUANTITY, COLOR AND MOUNTING HEIGHT. t F 1 --- - . is w . YMBOL LEGEND PLUMBING GENERAL. NOTES � DESCRIPTION 17, ALL VENTS THROUGH ROOF SHALL BE MIN. 20 0 FROM ANY AIR COLD WATER PIPING CCW> INTAKES AND EXT ND;6„ ABOVE ROOF. HOT WATER PIPING HW ( bd it 18. CONTRACTOR SHALL. INSTALL DIELECTRIC COURLINGS AND UNIONS AT CONNECTIONS w SANITARY OR WASTE PIPING ABOVE (SS) OF DISIMILAR METALS. SANITARY OR WASTE PIPING BELOW (SS) C 19. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND --' EQUIPMENT LOCATION) TO ARCHITECT ENGINEER FOR REVIEW PRIOR TO ®ll Q T VENT PIPING (SV) ) / THE INSTALLATION OF PURCHASING OF ANYPIPINGAND OR EQUIPMENT. / Q g SAFTEY PAN PIPING W (L a RELEIF VALVE PIPING 20. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER 0 SUPPLIES AS REQUIRED BY LOCAL WATER PURVEYORS. `` Z < o VENT THRU ROOF VTR 21 PROVIDE V2" C. W. SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY TO �' (VTR) W Y F _ ? REFRIGERATORS WITH ICE MAKERS AT HEIGHT REQUIRED BY MANUFACTURER -a OF EQUIPMENT LNSTALLED 8 0 ECO-1 GRADE/EXTERIOR CLEANOUT z" 22. PROVIDE � H.W. SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY TO j-1--C--- HOSE'BIBB DISHWASHER MACHINE, AT HEIGHT REQUIRED BY MANUFACTURER OR EQUIPMENT INSTALLED. Li --- - - - BALL -TYPE SHUT-OFF VALVE 23. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES !va Q PIPING TURNING UP; SERVING FIXTURES AND/OR EQUIPMENT, WHEN THE PRESSURE IN THE LINE F®1 EXCEEDS 80 .S I V OCI Y BETWEEN 5 AND 8 FEET PER SECOND P. A EL T W r 0 PIPING TURNING DOWN SHALL BE MAINTAINED FOR ALL DOMSETIC WATER PIPING. BRANCH SIQE CONNECTION 24. COORDINATE EXACT LOCATION OF FLOOR AND AREA DRAINS WITH � ARCHITECTURAL PLANS: BRANCH - TOP CONNECTION Q BRANCH -BOTTOM CONNECTION 25. FOR DISHWASHER CONNECTION TO KITCHEN SINK PROVIDE HIGH LOOP IN DISHWASHER DISCHARGE PIPING PRIOR TO SINK TAILPIECE OF DISPOSAL Q WATER HAMMER ARRESTOR(WHA) DISHWASHER CONNECTION. LOOP SHALL EXTEND AS HIGH AS POSSIBLE i TO THE UNDERSIDE'OF.000NTER TO PREVENT BACKWASH FROM SINK. CONNECT DRAIN TO DISPOSER OF BAFFLED TAILPIECE AS REQUIRED BY CODE. DFU DRAINAGE FIXTURE UNITS 26. DO NOT PENETRATE WALL FOOTINGS WITH PIPING, COORDINATE WITH WFU WATER FIXTURE UNITS GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO,.,CL-EAR :-:- PLUMBING GENERAL NOTES 0PROVIDING 1. CONTRACTOR SHALL BE RESPONS BLE FOR ALL NECESSARY FITTINGS AS -REQUIRED BY ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. 2. ALL SANITARY PIPING -SHALL HAVE A Va" PER FOOT SLOPE UNLESS OTHERWISE NOTED. 3. ,VENT'PIPING SHOWN ON FLOOR PLANS IS ONLY INDICATIVE EXCEPT FOR VTR LOCATIONS. 4. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE„LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS: 5. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. 6 L MEASUREMENTS AND LOCATION OF . CONTRACTOR SHALL FIELD VERIFY AL PLUMBING FIXTURES AND CONNECTING ALL SANITARY AND WATER PIPING AND NOTIFY ARCHITECT OF ANYIDI5CREPANCIES. 7. CONTRACTOR SHALL BE RESP N 0 STIBLE.FOR MAINTAINING FIRE RATING AND `WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. SEE ARCH. PLANS FOR PENETRATION DETAILS. '' 8. ALL WATER SUPPLY AND SANITARY LINES CLOSE TO PLANS SHALL LL BE RUN AS AS POSSIBLE WITH NO CHANGES IN SIZING. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR. PROVIDING ALL NECESSARY SUP- PORTING DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR OTHERWISE, OR OTHERWISE. 10. ALL SANITARY, STORM AND WATER SUPPLY LINES SHALL BE MARKED WITH THE SEAL 'OF APPROVAL OF THE 'NATIONAL SANITATION FOUNDATION. 11 WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES WITH LESS THAN 12" MINIMUM VERTICAL CLEARANCE, THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (20'-0" EACH SIDE OF WATER MAIN OR THE WATER LINES SHOULD BE MODIFIED TO PROVIDE 8" MINIMUM CLEARANCE. I TRAP PRIMER VALVE AND 0 5 SHALL B 12`. ALL FLOOR DRAIN HAL E PROVIDED WITH RA PIPING FITTINGS, WITH THE EXCEPTION OF SHOWERS. 13. PROVIDE RATED ACCESS,PANELS TO ALL VALVES WITHIN RATED CHASES OR ABOVE RATED NON -ACCESSIBLE CEILING ASSEMBLIES. REFER TO ARCHITECTURAL DRAWINGS FOR ',CEILING TYPES, WHERE VALVES ARE LOCATED WITHIN NON -RATED ASSEMBLIES, PROVIDE NON -RATED -ACCESS PANELS. PROVIDE <RECESSED DOIOR I N PUBLIC AREAS. 14. INSTALL WATER HAMMER SHOCK 'ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED.ARRESTORS SHALL BE FACTORY FABRICATED. INSTALL ARRESTORS AND SIZE:PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P. D. I. WH-201`. ACCEPTABLE' MANUFACTURERS ZURN, JOSAM, JAY ' R. SM I TH. 15.'FURNISH AND INSTALL HOSE BI''BBS AND/OR WALL HYDRANTS 24" ABOVE FINISHED GRADE/FLOOR AND PRO VIDE VACUUM BREAKERS. 16. SEE ARCHITECTURAL DRAWTNGS�J'FOR EXACTPLUMBINGFIXTURELOCATIONS, MOUNTING HEIGHTS, AND DIMENSIONS. PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL*PIPING " PENETRATAND LOCATION : APPR 1�b BY STRUCTURAL:. ". EN I NEER. IA 7. PLUMBING CONTRACTORS L READ ALL JOB SPECIFICATIONS AND OTHER 2 PL MEIN HA L s DRAWINGS FOR ADDITIONAL INFORMATION. c 28. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE 'PLACED ON THE o INTERIOR SIDE OF THE WALL. THE WALL INSULATION SHALL BE PLACED ON THE 15 Mai U EXTERIOR SIDE OF THE PIPING. ANY PIPING INSTALLED IN UNCONDITIONED ,0 SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING TEMPERATURES, 0 U 29. ALL FIXTURES DESIGNATED FOR USE BY INDIVIDUALS WITH PHYSICAL IMPAIRMENTS SHALL HAVE 'INSULATION ON ALL EXPOSED PIPING. SUCH INSULATION SHALL BE Ihn, THICK ARMAFLEX TRUEBRO_ HANDI_ LAV GUARD KIT OR APPROVED EQUAL. 30. KTD WILL NOT REVIEW OR APPROVE ANY MODIFICATIONS TO THE CONTRACT c� DOCUMENTS DURING CONSTRUCTION UNLESS GIVEN TWO (2) WEEKS NOTICE j SYSTEMS THAT DO NOT CONFORM 0 0 INSTALLATION 0 ANY PLUMBING YSTEM A N PRIOR T IN TAL ATION F A TO THE DESIGN DOCUMENTS. ALL MODIFICATIONS REVIEWED AND APPROVED BY KTD WILL BE PERFORMED AT THE EXPENSE OF THE CONTRACTOR. KTD i WILL NOT BE RE5RONSIBLE'FOR ANY DELAYS OF THE PROJECT DUE TO, THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS NOTICE. i CHROME -PLATED WALL HOT WATER SUPPLY .ESCUTCHEONS (TYP.) -COLD WATER SERVICE � DIELETRIC COUPLINGS SHUT-OFF VALVE (TYP.) (TYPICAL) REDUCER WHERE CONBRACO NO. 78-424-RV REQUIRED (TYP.) CALIBRATED PRESSURE TEMPERATURE AND RELIEF VALVE SET AT 85 PRESSURE RELIEF PSI. INSTALL PER MANU- i / j I VALVE. (ASME) ,- FACTURERS RECOMMENDATIONS. { DISCHARGE FULL SIZE INTO I SAFETY PAN WITH AIR GAP. I � I i Imo. TANK DRAIN L� �1 LJ vp Vis"THICK HIGH IMPACT PLASTIC OR 24 GA. ROUTE SAFETY PAN DRAIN &- GALV. 'STEEL 1 V2" M I N. DEEP SAFETY PAN. 3 RELIEF_ VALVE DRAIN TO Q� DIAMETER TO ENSURE THAT THE DRAIN EXTERIOR REMAINS IN THE PAN. V� i SCALE: NTS 1. PROVIDE ALL GAGES, HEAT TRAPS, THERMOSTATS, TEMPERATURE AND PRESSURE RELIEF VALVE, AND SHUT-OFF VALVES AS REQUIRED BY LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE 2" MIN. DEEP 24 GAUGE GALVANIZED STEEL SAFETY PAN. PLUMBING WATER HEATER SCHEDULE MARK FIXTURE WASTE VENT CW HW MANUFACTURER ODEL DESCRIPTION EWH-1 ELECTRIC WATER - - 1z" shot A. 0. SMITH -ELECTRIC "LOW -BOY", 10 GALLON, ONE 1,500 WATT ELEMENT, HEATER #DEL-10 WIRED FOR 240 V., 10, 60 Hz. SAFETY PAN, TEMPERATURE & PRESSURE RELIEF VALVE, DRAIN VALVE. HEATER SHALL HAVE CAPACITY TO RECOVER 12.3 GPH @ 5001 TEMPERATURE RISE. DIMENSION: 16" 15"x11" - 137 lbs EWH-2 ELECTRIC' WATER - - 3YVI V4" A. 0. SMITH -ELECTRIC, 66 GALLON, TWO 6,000 WATT ELEMENTS, HEATER' #DEN-66 WIRED FOR 240 V., 10, 60 Hz., NON --SIMULTANEOUS OPERATION, SAFETY PAN, TEMPERATURE & PRESSURE RELIEF VALVE, DRAIN VALVE. HEATER SHALL HAVE CAPACITY TO RECOVER 49 GPH @ 50' TEMPERATURE RISE. DIMENSION: 61" 22" 25" - 726 lbs. MOTES: 1. PROVIDE ALL NECESSARY PARTS TO MAKE A COMPLETE INSTALLATION. 2. SEE WATER HEATER rOR,EXPANSION VALVE SPECIFICATION. SHEET TITLE Plumbing Schedules & Details JOB NO.- SHEET PROD, MGR.- DRAWN BY- KBL CHECKED BY- GHK PD-4 r4 li fl " �- V4 HW 2,,, HW ' �2 w W Ci- TPV-1 \� i SS-1 6 Z q c:t 1„ 12 WCO 1 r t WHA 1 TO ICE MAKER J 10 / rf FD 3 'A N — An — n „ A GAS COCK i 1 viz" 3" i „ O n ,� VTB 11 �z 2 , DRIP LEG 1 �2n i cW V2" HW 1HIi6 UNION I 1 �� ,�1 ,, 2 2n TPV-1—� — e' 13 V4" CW GAS PIPING DIAGRAM ., 3" 2 lei �z"HW 2 11 SCALE: NTS " I_ I 13 •� y V4 CW „ „ n , „ 3 3 2 1 , i - n ' FD-1 �` ' n URN-1 �/ 4/4 HW O 2n� 2` _B i=1i 3 1V�'�,'� 3" 3 1` I ` _ j j `` —\ j URN 2 i>'� I �"1 n 2» URN-2 3 4" i ED-1 ��` 13" EI�._1 2 i 7 V4" CW 2» ' 3„ WC-1 y/'2" 3„ a ��yy n 4 3 WC 1 i 3 � 2 v2" CW V2" HW TPV-1 -- $ WC 1 L`l c-1 WHA_1 311 V4" CW V2" HW 4 PLAN NOTES4„Hw - �/= V4"CW '� 12"cW J 4„ V4" CW -Y4HW th HW , „ ' / Viz„ CW g n \• �4 HW CW 1 1" SAFETY PAN DRAIN PIPING FROM WATER HEATER. 4 B V2s/4 „ HW O REFER TO WATER HEATER DETAIL ON SHEET PD-4 �12" CWz" HW \� 4„EC0 1 FOR ADDITIONAL INFORMATION. th HW \ — TPV"-1 ,\ (2-WAY) � 2 1"SAFETY PAN DRAIN AND $'4" RELIEF VALVE TO \ v2" 12 1"Cw 1/i"NW 3/2"CW V2" HW 4 TERMINATE 6" ABOVE GRADE WITH INSECT SCREEN. .\ 4 4" O3 -Y4" RELIEF VALVE FROM HEATER,, HEATERS RELIEF O ` LINE SHALL BE PIPED SEPARATELY TO THE EXTERIOR. , 12 1 V2" \. 4 SANITARY BELOW GRADE, FOR CONTINUATION O \, REFER TO CIVIL PLANS. VERIFY EXACT \,\ r LOCATION BEFORE STARTING WORK. ,\ _ SANITARY PIPING ' DIAGRAM ' O DOMESTIC COLD WATER BELOW GRADE, FOR CONTINUATION REFER TO CIVIL PLANS. WATER PIPING DIAGRAM SCALE: NTS I VERIFY EXACT LOCATION BEFORE STARTING (SCALE: NTS WORK. 1 �" OSEE DETAIL OF HB-1 DWG NO. P2. 14 O7 TO WATER HEATER SEE DETAIL ON SHEET ,y'11 PD-3. X, V2"TRAP PRIMER PIPING TO ADJACENT FLOOR 5 O O DRAIN. O9 CONTINUATION OF DOMESTIC COLD WATER RISER. SAFETY DRAIN PAN OR TEMPERATURE AND 10 Si"CW STUB BELOW GRADE TO POOL SHOWER. ; COVER FOR PRESSURE RELIEF DISCHARGE LINE GRADE OR PAVING —\ DUTY REQUIRED 11 V2" CW STUB BELOW GRADE TO WATER FOUNTAIN. POST —TENSION SLAB CLEANOfrioulmy UT FIN 12 WATER PIPING RUNNING BELOW SLAB.. FLOOR 3" 4 : .. 1,f ASSEMBLY �-- 6"THICK CONCRETE 24" MAX. I 1 SAME SIZE AS SEWER ... " 4 n 9' 2 UP TO 8 D I A. 6 MIN. LL ----- - a a..4" Q' 3 d • d : ..4 ' . , SEWER MATERIAL SODDED 1 rf ��,� AND SIZE AS OR MULCHED 1" SPECIFIED AREAS ONLY I, ve p 4 I 11 RETAININ.; WALL �Cp r i "1. 0 Da, 22 Z)G. 24 4TTT ........... . 902 RN bl > 5LDG. 8 X Cp < if F 1 Ll B -Z 4� 4 -110 9:0 O�5 -4 5LOCs. 4 b. �1 C.1 to 4m =—LDrs, 13 T ... . ...... - I;P I ......... CLUBHOUSE It/o/4"y WORK IN OUR 5 D, cs, to 5L DG, 18 I I p j-- J C. it L --T�-T ]-77 J r y .17 - -71 L : . ..... ... —IT 8" PLUG PAO.LA ROAD ((N/0tj-NTY ROAD -NTO. 4 6 -A) Fire Protection Site Plan PLAN NOTES OBACK FLOW PREVENTOR DEVICE WITH CHECK VALVE AND FIRE DEPARTMENT CONNECTION; SEE DETAIL. O4" INCOMING FIRE MAIN; SEE RISER DETAIL. OFIRE HYDRANT BY CIVIL ENGINEER (TYPICAL). NOTE: THIS SITE PLAN IS PROVIDED ONLY FOR THE INTENT AND PURPOSE OF INDICATING NODES AND PIPES LENGTHS REQUIRED FOR FIRE SPRINKLER HYDRAULIC CALCULATIONS, WATER SUPPLY AND FIRE HYDRANT FLOW TESTING. WATER DISTRIBUTION PIPING AND COMPONENTS INDICATED ON THIS SHEET SHALL BE PROVIDED UNDER CIVIL SCOPE OF WORK. a M Z J ZU ral, W-1 'Mal 0 vim ui co O o 0 c .2 ■ • SHEET 'nTlf FIRE PROTECTION SITE PLAN JOB NO.— SHEET PROJ. MGR.— I i DRAW BY— JSM CHECKED BY— GHK FP2.�,� 0 f <*-l: - h- fT- DIGITAL COMMUNICATOR SYSTEM SPECIFICATION SILENT KNIGHT SECURITY SYSTEMS MODEL,NO.5104 DIGITAL COMMUNICATOR, UL OR FM LISTED IN CONFORMANCE WITH NFPA 71. THE COMMUNICATOR SHALL. PROVIDE POWER & NECESSARY COMPONENTS -FOR (4) SUPERVISED DETECTION CIRCUITS. THE COMMUNICATOR SHALL HAVE THE CAPABILITY TO SUPERVISE (2) TELEPHONE LINES, SEIZE THE PHONE LINE AND SEND -THE ALARM SIGNAL ON ONE OR BOTH LINES. IT SHALL SOUND A SIGNAL IF THE TELEPHONE SERVICE IS INTERRUPTED„FOR LONGER THAN 45 SECONDS. THE SYSTEM SHALL TRANSMIT A SIGNAL INDICATING LOSS OF PHONE SERVICE TO THE CENTRAL STATION OVER THE REMAINING PHONE LINE, IF, BOTH PHONE LINES FAIL A LOCAL SIGNAL SHALL SOUND. THE UNIT SHALL HAVE THE ABILITY TO SEND A TEST SIGNAL TO THE CENTRAL STATION EVERY 24 HOURS AND SHALL BE ABLE TO BE TRANSMITTED AT A SPECIFIC TIME OF DAY BY SETTING A PROGRAM WITHIN THE PANEL. SIGNALS SHALL BE TRANSMITTED IN THE SIA FORMAT. UNIT SHALL HAVE A BUILT—IN BATTERY CHARGER AND BATTERY FOR 24 HOUR STANDBY POWER. SIZE: 12 V4" x 15 V4" x 3" . WEIGHT: 15 LBS. 1. FLOW SWITCHES SHALL BE CONNECTED TO THE DIGITAL COMMUNICATOR AS AN AUTOMATIC INDICATING DEVICE. ALL WIRING & DEVICES SHALL BE PROVIDED IN THE FIRE PROTECTION CONTRACTOR'S SCOPE OF WORK. 2. ALL ELECTRICAL, CONTROL, AND OR ALARM SYSTEM WIRING FOR TAMPER SWITCHES AND FLOW SWITCHES SHALL BE IN THE FIRE PROTECTION CONTRACTOR'S SCOPE OF WORK. FIRE SPRINKLER SCHEDULE HEAD TYPE MFG. HEAD TYPE MODEL ORIFICE INCHES K—FACTOR TEMP. FINISH RESPONSE TIME TYPE © GEM RECESSED A 1/211 5.6 155' WHITE QUICK Q GEM RECESSED 960 DRY 1/2" 5.6 200' WHITE QUICK (� GEM UPRIGHT A 1/2" 1 5.6 1 200' WHITE QUICK FLOW TEST: PROVIDED BY PETE TUCKER OF'PLAN REVIEW FOR CITY OF SANFORD. . LOCATION WAS 2408 OREGON AVE., NORTH OF CR. 46A (PAOLA ROAD). TEST WAS IN APRIL 2000 AND PROVIDED TO US ON NOVEMBER 6TH, 2000. STATIC = 75 psig RESIDUAL = 65 psig FLOW = 1250 gpm PITOT = 56 psig REMARKS : TEST WAS PROVIDE FROM NEAREST PUBLIC 16" WATER MAIN ON OREGON AVE. THE PUBLIC UTILITIES ARE PLANNING TO;PROVIDE'A NEW 12" PUBLIC WATER MAIN ON COUNTY ROAD 46A (PAOLA ROAD). ! WITH NFPA--13 13R AND Z4 LA 1 tb I tU 1 I 1 vNZl- - SPRING - Q. COPY OF MATERIAL AND'TEST CERTIFICATE, WARRANTY AND :. 00 _ . r DRY CASING> INSTRUCTIONS'fi0 THE OWNER.. " HYDRAULIC`PLACARDS ON BUILDING CEILING R.THIS CONTRACTOR SHALL INSTALL RISERS. ESCUTCHEON _ _ SPRINKLER ' S.SPARF- HEAD CABINET WITH SPRINKLERS OF EACH•TYPE PER NFPA-13. FREEZE AREA .: T. PROVIDE'. (' 3) THREE OPERATIONS ,AND MAINTENANCE, MANUALS PENDENT DEFLECTOR . DESIGN CRITERIA: 1) LIGHT HAZARD 0.10 GPM PER SQUARE FEET OVER 900 SQUARE FEET, 225 SQUARE FEET MAXIMUM HEAD SPACING AND 100 GPM HOSE ALLOWANCE. OCCUPANCIES HAVING CONDITIONS SIMILAR TO OFFICES, MEETING AND FUN ROOMS PER:`NFPA--13, 96 ed. 1) LIGHT HAZARD : 0.10 GPM'PER SQUARE FEET OVER 1500 SQUARE FEET, 225 SQUARE FEET MAXIMUM HEAD SPACING AND 100 GPM HOSE ALLOWANCE.' OCCUPANCIES HAVING CONDITIONS SIMILAR TO UNUSED ATTICS WITH JOIST 2' —0" 0. C. PER NFPA-13, 96 ed. X T i �---- POURED CONCRETE �. BLOCKS ' ,----BEARING AREA (. �---- UND I STURBED SOIL--�, M 6" MIN. BEND ( PLAN) TEE ( PLAN) -BEARING X AREA B r B BENDS & TEES SIZE 1/4 BEND 1/8 BEND TEE A B A B A B 4" 8" 10" 6" 8n 8" 811 6 8 1 0 611 8 $ 800 8" 12" 12 " 8" 1 0" 9" 12" 10" 16" 14" 10" `• 12" 11 " 14" SECTION X-X NOTE 1. ALL BEARING SURFACES SHALL BE CARRIED TO UNDISTURBED SOIL. THRUST BLOCK'DETAIL SCALE: N. T. S. : BLOCK-1 3/17/00 900 , ECTRIC ALARM ,. .,BELL 24V pC , , ON OUTSIDE WALL) -TO SYSTEM , , WATER FLOWWITCH (TYP.) INTERIOR i' EXTERIOR _ f PRESSURE GA'UGE(TYP. ) `TEST AND DRAIN VALVE IN READILY TEST VALVE IN ACCESSIBLE .LOCATION. READILY ACCESSIBLE ; WALL ESCUTCHEON PLATE LOCATION CHECK VALVE TO EXTERIOR 0 SMOOTH 'BORE CORROSION � BUILDING ONTO' - a � •, RESISTANT,OUTLET�GIVING SPLASH BLOCK o i -FLOW EQUIVALENT TO. ONE SPRINKLER o E 45' ELBOW O . Lj FOR CONT. SEE BASE OF RISER DETAIL WET PIPE SYSrtEM TEST0NRlECTON RISER DETAIL NTS SCALE: NTS z MINIMUM:BOLT OR LAG SCREW SIZING" TABLE: SIZE OF SIZE OF BOLT OR LENGTH OF LAG SCREW PIPE LAG SCREW USED WITH WOODBEAMS 1-2" 3A" 2 Vp" . 2" -6" 3" DOUBLE BACK FI SEE SPI GALVAN ( TYP I C, GALVAN FLANGE REINFOI PAD, 1 (TYPIC, ............................. 4" INCOMING FIRE MAIN FROM SITE 8" MAIN ROVIDE ELECTRIC SUPERVISED -AMPER SWITCH (TYPICAL) :OORDINATE WIRING BY 'LECTRICAL CONTRACTOR )O I NT OF SERVICE PER F. S. 633 -IRE DEPT. CONN. , 2-WAY )HOWN; SEE SPECIFICATIONS "OR EXACT TYPE TO BE' INSTALLED, CHECK VALVE :ORROSION -ANT BOLTS, ;S AND NUTS IBHOUSE; SEE SITE 'OR CONTINUATION %-'" - - POURED CONCRETE THRUST BLOCKS, \� SEE DETAIL NOTE MOUNTING HEIGHT SHALL COMPLY WITH AUTHORITIES HAVING JURISDICTION. DOUBLE DETECTOR CHECK BACKFLOW PREVENTOR DETAIL SCALE: N. T. S. i y� '1 r:>f., .. .:, �, ,..,. :. ': ,. ,. , a ,,.,, # .. S „ '.- ': ... .. :. .. ,. r.. o r ,. . 2. .., r.,.. { �71,y{' ) ;.-. ..... '•. Car , 4 ,t' ,:.. r1. r-- ', ...� ,:' .r. �.:, : .. t ,.:: ,.,.r :.. r. -. , . ,.. ,. ". :' I,, ,iF _ s t , p. .. 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' 5WARE if 0 FF TUGGBEYOND O FINGLML TO MAT HAPARTMENT L G5 ti - , /-- 36 HIGH GMU BASE , 5 •' ulll III WIN DOWNSPOUT LINE OF 5" GUTTER W/ DOWNSPOUT DOWNSPOUT r- 44'- I o" 22'-611 2 X 5 HALL 11'-2" I I'-1 1/2" I I' -I" 11'-5 1/2" GMU STEM WALL - SEE STRUCTURAL FOUNDATION PLAN—,," STALL#1 STALL#2 STALL #3 STALL #4 TYPICAL SEPARATION WALL: PROVIDE 1/16" O.S.B. ONE SIDE OF HALL. PARTITION TIGHT TO ROOF DECK ABOVE. g0-70 O/H GARAGE DOOR W-10 O/H GARAGE DOOR 90-70 O/H GARAGE DOOR W-10 O/H GARAGE DOOR 2 X & HALL 22'-6" 44'-10" Bldg Type V - Floor Plan raw I?4-4-1-r� T PLATE T. 0. PLATE . .. . ' 1 , T. 0. COW,. GARB OA�5EE SHEET AD.1 FOR STUCCO TRIM DETAILS Bld_g__Typ q -Frontion SCALES 1/4" = 11--D" MATCH ROOF, FASCIA, SOFFIT, FRIEZE, STUCCO & TRIM WITH APARTMENT BLDGS Bldg Type V & V11 - Side Elevation 5CALE '" "9" Bldg Type V & VII -Side Elevations Are Same DOHNSPOUT LINE OF 5' GUTTER H/ DOWNSPOUT TYPIGAL Bldg Type V11 Roof Plan Bldg Type V -Roof Plan Similar T.O.B. 2 X 5 HALL II'-2" 411_ II'-1 1/2" li'-I"L11II' 2"L111 II'-5 1/2" CURB - 5EE STRUCTURAL FOUNDATION PLAN --,,,,,,PROVIDE TYPICAL SEPARATION HALL: -7/16" O.S.B. ONE 51DE OF HALL. PARTITION TIGHT TO ROOF DEGK ABOVE. VGMU TYPICAL EXTERIOR HALL: PROVIDE 1/ 16" O.S.B. ON BOTH 51DE5 OF STUDHALL o STALL #1 STALL #2 STALL #3 STALL #4 STALL #5 STALL #6 0 (V (V (V o (N o CV (V o II -8 — FIRE EXTIN605HIER I-70 a010 O/H GARAGE DOOR q0-70 O/Fi GARAGE DOOR q0-70 OM GARAGE DOOR O/H GARAGE DOOR 90-70 O/H GARAGE DOOR QO-10 O/H GARAGE DOOR -:-- 2 X 5 HALL — — -- _I . q _O„ 2 _2, q _O,. �, , W-O" 2'-0" q'-O" I'-3 I' -I' q'-O" 2'-2" 22'-4" 22 -6 — 22'-4" _ Bldg Type V11 - Floor Plan MATCH ROOF, FASCIA, SOFFIT, FRIEZE, STUCCO d TRIM WITH APARTMENT BLDGS 12 '../s� T. 0. PLATE -_' T. 0. PLATE ` T. 0. GONG. CURB I", i FOR FOUNDATION PLAN SEE STRUGTURAL ENG- . ' ICJ • � � I`•; �.� ..� . ;.! I � 5EE SHEET AD.I FOR 5TUC0 TRIM DETAILS Bldg Type V11 - Front Elevatilon SCALE: 1/4' = V-0" 4 ■ QaC u U V z c c Q 7 U a Q ■ In m6 N 9M C14 o C2 4—j 00�_ U oO a. Q� i� u r�n 4-4 � SHEET nlu Bldg Type V & VII 4 & 6 Stall Garage JOB NO.-20060 SHEET PROD. 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REFER TO NOTE D5 OF THESE PLANS. )4 7 ANK CATION) POOL INFORMATION (CALCULATED) POOL WATERLINE LENGTH: 52'-8" FEET POOL WATERLINE WIDTH: 24'-8" FEET POOL PERIMETER LENGTH: 179 FEET POOL DEPTHS: 3 FEET TO 5 FEET POOL SURFACE AREA: 1307 S.F. POOL WATER VOLUME: 39,000 GALLONS POOL BATHING EOAD: 42 PERSONS POOL FLOW RATE: 212 GPM POOL TURNOVER: 3.1 HOURS FINISH SCHEDULE INTERIOR FINISH: QUARTZ WATERLINE TILE: TBD BY OWNER STEP TILE: TBD BY OWNER IMPERVIOUS DECK FINISH: TBD GENERAL NOTES AND RESTRICTIONS 1 THESE PLANS ARE DRAWN TO REFLECT THE REQUIREMENTS IMPOSED BY THE FLORIDA H.R.S. ADMINISTRATIVE CODE CHAPTER 64E-9. THE CONSTRUCTION SHAD. COMPLY WITH ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES IN ADDITION TO THOSE RESTRICTIONS INCLUDED IN THESE DRAWINGS. 2 PROVIDE POSITIVE BARRIERS WHICH MEET LOCAL CODES AND INSURE AGAINST HARM TO PROECT VISITORS AND CONSTRUCTION PERSONELLDO NOT FILL POOL WITH WATER BEFORE ERECTION OF THE 5 FOOT PERMANENT FENCING AND SELF CLOSING GATES. KEEP GATES LOCKED PRIOR TO ISSUANCE OF AN FLORIDA DOH OPERATING PERMIT. 3 THIS POOL IS NOT DESIGNED FOR DIVING BOARDS OR ANY OTHER DING ACTIVITIES. 4 THE POOL CONTRACTOR SHALL HAVE STATE APPROVALS BEFORE APPLYING FOR A BUILDING PERMIT. 5 THIS STRUCTURAL PLAN DOES NOT PROVIDE FOR HYDROSTATIC UPLIFT DUE TO A HIGH WATER TABLE. ADDITIONAL ENGINEERING IS REQUIRED FOR HIGH WATER TABLE CONDITIONS. HYDROSTATIC RELIEF DEVICES ARE INCLUDED IN THIS DESIGN ONLY AS A PRECAUTIONARY MEASURE PRIOR TO REMOVING WATER FROM THE POOL, THE CONTRACTOR SHALL L CONFIRM THAT ALL HYDROSTATIC FORCES HAVE BEEN EUMINATE 6 THIS STRUCTURAL PLAN IS APPLICABLE FOR POOLS TO BE CONSTRUCTED IN NATURAL SOLID DRY GROUND. IF OTHER CONDITIONS ARE FOUND DURING EXCAVATION, STOP W CONTACT GEOTECHNICAL ENGINEER FOR ADDITIONAL SOIL PREPARATION REQUIREME 7 THERE SHALL BE NO PROTRUSIONS, EXTENSIONS, MEANS OF ENTANGLEMENT, OR OBSTRUCTIONS IN THE SWIMMING AREA WHICH MAY CAUSE THE ENTRAPMENT OR OF A BATHER. 8 THE ELECTRICAL DESIGN AND INSTALLATION IS TO BE PROVIDED BY A FLORIDA CERTIFIED ELECTRICAL CONTRACTOR PER LATEST NATIONAL ELECTRIC CODE. 9 7 FEET MINIMUM OVERHEAD CLEARANCE SHALL BE MAINTAINED ABOVE POOL AND OWNER OR GENERAL CONTRACTOR PROVIDED ITEMS: 0-1 A 1" POTABLE WATER SOURCE SHALL BE PROVIDED TO THE POOL FILTRATION UNIT. 0-2 A 4' GRAVITY WASTE UNE, WHICH LEADS TO AN APPROVED DISPOSAL AREA, SHALL BE PROVIDED TO THE DESIGNATED FILTER EQUIPMENT AREA 0-3 CONNECTION OF LINE ELECTRICITY TO THE POOL FILTRATION DISTRIBUTION PANEL AND CONNECTION OF LIGHTING TRANSFORMERS SHALL BE PROVIDED. Oat A MINIMUM 6 HIGH FENCE WITH SELF LATCHING GATE(S) SHALL BE PROVIDED AT THE PERIMETER OF THE POOL DECKING. 0-5 ADEQUATE SANITARY FACILITIES WITH OUTSIDE ACCESS DOORS MARKED AS TO GEND SHALL BE PROVIDERTHE FLOORS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER IMPERVIOUS MATERIALMAVE A SMOOTH SUP RESISTANT FINISH, HAVE A COVE AT THE WALL TO FLOOR INTERSECTION AND SLOPE TO FLOOR DRAINS. A HOSE CONNECTIC WITH VACUUM BREAKER INSTALLED SHALL BE LOCATED NEAR EACH FACILITY. 0-6 A MINIMUM OF ONE RINSE SHOWER SHALL BE PROVIDED ON THE POOL DECK WITHIN 20 FEET OF THE WATERS EDGE AT EACH POOL 0-7 THE REQUIRED FIRST -AID EQUIPMENT SHALL BE PROVIDED FOR THE BATHERS. 0-8 A CHEMICAL STORAGE AREA AWAY FROM THE POOL FILTRATION EQUIPMENT. 0-9 ADEQUATE GAS SERVICE SHALL BE PROVIDED TO THE POOL OR SPA HEATER. INSTALLATION TO BE PER STANDARD GAS CODE. 0-10 THERE SHALL BE NO FOOD OR DRINK WITHIN 12 FEET OF THE POOL WATE :rS EDGE. 0-11 MAINTAIN A MINIMUM 7 FOOT VERTICAL CLEARANCE ABOVE POOL AND DECK 012 OVERHEAD WIRING SHALL NOT PASS WITHIN 10 FEET OF THE POOL WATERS EDGE. 0-13 IN ORDER THAT THE POOL MAYBE USED AT NIGHT, ADDITIONAL ENGINEERING IS REQUIRED AND MUST BE SUBMITTED TO THE FLORIDA DEPARTMENT OF HEALTH FOR APPROVAL OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OF 3 FOOT CANDLES OF ILLUMINATION FOR OUTDOOR POOLS AND A MINIMUM OF 10 FOOT CANDLES FOR INDOOR POOLS AS MEASURED AT THE POOL WATER AND DECK SURFACES. THE UNDERWATER LIGHTING SHALL BE A MINIMUM OF .5 WATTS. IN OUTDOOR POOLS AND .8 WATTS IN INDOOR POOLS, PER SQUARE FOOT OF WATER SURFACE AREA 0-14 ONE G.F.I. PROTECTED ELECTRICAL SERVICE RECEPTACLE IS REQUIRED NO FARTHER THAN 20 FEET AND NOT CLOSER THAN 10 FEET TO THE POOL WATERS EDGE WATER QUALITY REQUIREMENTS THE STATE OF FLORIDA DEPARTMENT OF HEALTH REQUIRES THAT THE POOL BE CHEMICALLY MAINTAINED WITHIN THE FOLLOWING PARAMETERS: PH 7.2 to 7.8 (7.4 IDEAL) TOTAL ALKALINITY: 80 m 200 PPM (110 IDEAL) DISSOLVED SOLIDS: BELOW 1500 PPM CALCIUM HARDNESS: 200 MIN. W 500 MAX. (250 IDEAL) COPPER NONE y IRON: NONE DISINFECTION RESIDUAL `t FREE CHLORINE 1 PPM to 5 PPM IN POOLS 2 PPM to 10 PPM IN SPAS COMBINED CHLORINE: NONE BROMINE RESIDUALI.5 PPM TO 6 PPM IN POOLS 3 PPM to 10 PPM 1N SPAS CYANURIC ACID: 50 b 1W MAX. PPM PROVISOS: Swimming Pool 1. Sanitary facilities' fixtures shall include a minimum of: 1 water closet, 1 urinal, 1 lavatory for males 1 water closet and 1 lavatory for females 2. A minimum of 2 sets of safety equipment (life hooks on 16-foot one-piece poles plus life rings with rope) shall be provided. PROVISOS: Spa Pool 1. Handrail shall extend a minimum of 28 inches above the deck. vIJ NW, y q iDA 9i. Ld F3P i ; 41 0 APR 2 2001 En nrrj:, _. Ti ltr s i.7�1 ltl �g G'>J�IF F$L� •, � �, It Pi �A'�l C )d�E�txy �Mili7� . ~DEPARTMENT'OF-HEALTH APPROVALm.LLcS.-- j ENGINEER'S SEAL O N �O C: 06 O t/J T. W (1) O W.S v Ca WDI m OD �7 h q �F- � J Vi LL qr •� 0 W C1 a) Z (D --1 0 X i 0 to 4-j E3 �: a z CL j O U. W W. 0® LL ''®^^ C0 Ry g 0 200 O SCALE AS INDICATED DRAWN BY: SHW/ DWT CHECKED BY: SHW DATE DRAWN FEBRUARY 10, 2001 PROJECT NUMBER DRAWING NUMBER 3 i A---- ' I11 rye - - - - - - —-------------------,1" I I " Z. I 11 1" 1" A 1 SPRAY ADJUSTMENT -----------, " -----r"--""-"--""-T-�----------------"---, I I 1 1" I L I -I I VALVES IN BURIED VALVE BOX d !.' I 2.5" -- --------------, I--------- -----------------r---- 3" I I Al 1 2" I 1 I I ; I I r j ' I 2" 1.5" 1.5" ! I I P11 I'--------7---------- 1 ' ' 20 OUTLETS 010.6 GPM EACH I 1.5- j 2" 1.5" 1.5" �1.5" '------------------------ j 1 I I I P3 j- 1.5" E1 1 I I j 151NLETS '--� I3" L-------------- 14.1 GPM EACH 1 ' I I j 2" j 2.5" 1 4" I j E1------------------------------------------------------------ ------- t-------------- -� I I P4 I j I I I �"j I I I 2„--1.5---� 1.5" 1.5" 1.5" , '' I I j 1 I I I E1 �� I I ; 03 P2 I j I 1 1 i 2" i 2" I I j I I j yL1.5" j a �--J-------------1----------J-----� A2 I I }•-----------------i--7 I y,�w - _ _ I i I ' I I 2" ! ^r� 1.5" j L 2" j 2.5" .1 2- ' . ---J I I 2• 1 I I I 3w I I I 12.5" . . ' I I — — — — — — — — — — — — — — — — — I 1 2" j 2" I j It AVOID PLANTER AREAS I 1 3" j 4" j I WITH PIPE ROUTING 4" -----1----------------------------------------------------------------------------------------------------------------------------------------------------------' I 1 i i I j I Z" SPRAY LINE I-----------------------------------------------------8----- I I I I 4_ RETURN LINE --------- -------------------- 2" STATIC LINE � I I I I 1 ; I , ! I I I POOL PLUMBING PLAN ' ! ! I 2" VACUUM LINE I SCALE 3/16"=1 FOOT I �-------------------- I I ! 6" GUTTER LINE I I L------------------------------------------------------------------, I I I 6" MAINDRAIN LINE L.-------------------------------------------------------------------------, 1 I I I I 61-0" I I I j j j I , I j I ' A2 --I I L__ 1 SPA HEATER POOL / SPA NOTE QTY DESCRIPTION MANUFACTURER MODEL # SPA CT)' L------ FILTER UNIT P-2 1 VACUUM OUTLET FITTING HAYWARD SP-1022S 28" MIN P-2 1 VACUUM OUTLET COVER HAYWARD SP-1022-B P-3 15 FLOOR INLETS HAYWARD SP-1424S P-4 1 MAIN DRAIN POT VAK PAK 1216/2 RAINBOW TILE NERO MARQUINA #15, SICIS, P,4 1 COLLECTOR TUBE HAYWARD SP-1055 1' TUMBLED (12" x 12" SHEETS W/ 6 STRIPS PER SHEET P-4 1 HYDOSTATIC RELIEF VALVE HAYWARD SP-1056 P-4 1 MAINDRAIN FRAME & GRATE HAYWARD SP-1032 RAINBOW TILE CERDOMUS, Wx 6" SATURNIA 12" 10112 " P5 P5 5 3/8" SMOOTH BORE NOZZE PEM <20FPS PROVIDE 4" x 4" VOLCANO EVERY 6TH COURSE 3/8" SMOOTH -BORE JET T3 P5 P-6 1 STA11C OUTLET FITTING HAYWARD SP-1019 ° (NOT TO EXCEED 20 FPS P-7 4 HYDROSTATIC RELIEF DEVICE SPS POOL PLUG WATER VELOSITY) P-11 20 GUTTER OUTLET FITTINGS HAYWARD SP-1019 2" A 1 2 LADDER SWAN LFB-36-36 D3 71/4 " `� 10" A 2 1 STEP RAILING S.R. SMITH 3HR-6-065 450 A-2 6 RAIL / LADDER CUPS HANOVER PS4019BC GUTTER SLOPES 2" A 2 6 RAIL / LADDER ESCUCHIONS HAYWARD SP-1042 71/4 " 1" PIPE TO E-1 2 UNDERWATER LIGHT NICHE HAYWARD SP-600 E-1 2 UNDERWATER LIGHT HAYWARD SP-581 S-XX VALVE BOX E-2 2 LIGHTTRANSFORMER INTERMATIC IPX300 ° 71/4 " 1 TEST KIT TAYLOR 2005 G5 T3 R3 1 LEAF BRUSH RAINBOW 111330 4 1 LEAF SKIMMER RAINBOW 121196 7 1/4 TOP V CAP TILE TOLCANO G4 ° 1 50 FOOT VACUUM HOSE ACTION TECH AYH68866 T4 POOL GUTTER AND POOL R 8" 1 VACUUM HEAD RAINBOW 201116 STEP EDGES (TYP) A-5 1 HANGER SET RAINBOW 221042 TOP V CAP TILE TOLCANO 71/4 " G2 A-5 2 16 FOOT STRAIGHT POLES RAINBOW 191116 POOL GUTTER AND POOL 6" 16" A-5 1 LIFE RING (THROW TYPE) GIAMANCO #24 STEP EDGES (TYP) VARIES A 5 1 60 FOOT THROW ROPE GIAMANCO #I60 51-4L G 1 A-5 1 SHEPARDS HOOK RAINBOW 221028 #4 GRADE 40 DEFORMED A-3 1 POOL RULES SIGN SEE DETAIL SHEET LE-3 BARS PLACED 12" O.C.E.W. PROVIDE 16" MINIMUM LAP. GENERAL STRUCTURAL NOTES S-1 CONSTANT FLOOR SLOPE SHALL BE MAINTAINED FROM THE SHALLOW TO DEEP. PORTION OF THE POOL S-2 BOTH THE BACKFILLED SOIL, WHICH IS TO BE CLEAN SAND AND THE SOIL BENEATH THE POOL AND/OR SPA AND ALL POOL AMENITIES SHALL BE COMPACTED TO MINIMUM 95% OF OPTIMUM MOISTURE DENSITY PER MODIFIED PROCTOR, ASTM D1557. S-3 THE SOIL COMPOSITION BENEATH THE POOL SHELL SHALL BE SUCH AS TO ALLOW THE LATERAL FLOW OF GROUNDWATER BELOW THE SHELL TO THE HYDROSTATIC RELIEF DEVICES. IF THE SOIL ENCOUNTERED IS UNSUITABLE FOR THIS PURPOSE APPLY ADEQUATE STONE OR CRUSHED SHELL TO MODIFY THE SOIL COMPOSITION AND ALLOW FREE LATERAL FLOW OF GROUND WATER. REINFORCING NOTES R-1 DEFORMED REINFORCING BARS PLACED PER "BEAM SECTION" (THIS SHEET) IN WALL AND FLOOR SLAB.SHOOT OUTSIDE SURFACE AGAINST FIRM FORM MATERIAL PROVIDE 2" COVER AT INTERIOR SURFACE. LAP BARS A MINIMUM OF 12' UNLESS NOTED OTHERW ISE.REINFORCING BARS SHALL BE ASTM A515. GRADE 40 DEFORMED BARS R 2 PLACE 2 - 84 REBAR X 3V LONG ON 45 DEGREE SLOPE AT PERIMETER OF UNDERWATER LIGHT NICHE. R-3 443 OR 244 DEFORMED BARS CONTINUOUS AROUND TOP OF POOL GUNITE / SHOTCRETE NOTES G-1 5' MINIMUM GUNITE WALL THICKNESS WITH 2 IM " MIN. REINFORCING BAR COVERAGE (PLACE BARS AS DIRECTED IN POOL SECTIONS ON SHEET LE-2) G-2 IN AREAS 5 FEET DEEP OR LESS POOL WALLS SHALL BE WITHIN 5 DEGREES OF VERTICAL FOR A MINIMUM DEPTH OF 2.5 FEET FROM WHICH POINT THE WALL MAY JOIN THE FLOOR WITH MAXIMUM RADIUS EQUAL TO THE POOL DEPTH MINUS 2.5 FEET IN AREAS MORE THAN 5 FEET DEEP POOL WALLS SHALL BE WITHIN 5 DEGREES OF VERTICAL FOR MINIMUM DEPTH EQUAL TO THE WATERS DEPTH MINUS 2.5 FEET AND MAY JOIN THE FLOOR WITH A MAXIMUM COVE RADIUS OF 2.5 FEET. G-3 THE CORNER INTERSECTIONS OF WALLS AND TILE WHICH PROTRUDE OR ANGLE INTO THE POOL SHALL BE ROUNDED WITH A MINIMUM RADIUS OF 2 INCHES.. G4 GUNITE SHELL SHALL CONFORM TO THE FOLLOWING CRITERIA: AC"W.2-77, SPECIFICATION FOR MATERIALS AND APPLICATION OF SHOTCRETE. ACI-301-96, STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE - SHELL DESIGN PER ACI 31M, SECTION IA DESIGN ADEQUACY SHOWN BY SUCCESSFUL USE IN BUILDING CODE JURISDICTION. MINIMUM Pc = 35M PSI 0 28 DAYS WET CURE THE GUNITE SHELL PER ACI 308-92, STANDARD PRACTICE FOR CURING CONCRETE. SHELL TO BE WATER CURED FOR A MINIMUM OF SEVEN DAYS BY THE OPTIONS OF 22 NO OTHER CURING METHOD PERMITTED. G-5 STEPS SHALL HAVE A MINIMUM TREAD LENGTH OF 24' AND TREAD WIDTH OF 12' THE RISER HEIGHT SHALL NOT EXCEED 10" AND BE OF UNIFORM HEIGHT FOR ALL STEPS EXCEPT THAT THE BOTTOM STEP RISER HEIGHT CAN VARY UP TO 2" LESS THAN THE UNIFORM RISER HEIGHT PLUMBING NOTES P-1 'DEAD LINE': A MINIMUM 2" PVC LINE SHALL BE PLACED IN A ROCK BED BELOW THE POOL SHELL, NEAREST THE DEEP PORTION OF THE POOL THIS LINE SHOULD BE EXTENDED TO THE SURFACE NEAR THE POOL DECK EDGE AND CAPPED FOR FUTURE DRAIN DOWN USE. P-2 VACUUM OUTLET SHALL BE PLACED APPROXIMATELY 12" BELOW THE SURFACE OF THE WATER AND BE EQUIPPED WITH A SPRING LOADED SAFETY COVER OR FLUSH PLUG WHICH SHALL BE IN PLACE AT ALL TIMES WHEN THE POOL IS NOT BEING VACUUMED. P-3 ADJUSTABLE FLOOR RETURN INLETS SHALL BE PLACED FLUSH WITH THE POOL FLOOR AS SHOWN (THIS SHEET) WITHIN 10 FEET OF THE ADJACENT POOL WALL AND A MAXIMUM DISTANCE BETWEEN INLETS OF 20 FEET. P-4 MAINDRAIN POT, FRAME AND GRATE INSTALL PER DETAIL (SHEET LE-3) DRAIN GRATE MUST BE PLACED AT LOWEST POINT OF POOLTHE DEPTH OF THE GRATE MUST NOT DEVIATE MORE THAN 3" FROM THE SIDE WALL DEPTH AND BE SECURED WITH SCREWS. A COLLECTOR TUBE SHALL BE INSTALLED TO THE BOTTOM OF THE MAINDRAIN POT AND EXTEND INTO AN AREA FILLED WITH DRAIN ROCK A SPRING LOADED HYDROSTAIC RELIEF DEVICE SHALL BE INSTALLED IN THE BOTTOM OF THE MAINDRAIN POT TO ASSIST HYDROSTATIC PRESSURE RELIEF. P-5 GUTTER LINE VENTS SHALL BE INSTALLED AS SHOWN ON SHEET LE-2 P-8 A STATIC WATER LEVEL FITTING SHALL BE INSTALLED FLUSH NTH THE POOL WALL THE STATIC LINE MUST BE INSTALLED AS TO CONSISTENTLY SLOPE AND NOT TRAP AIR WHICH COULD RENDER THE LINE UNOPERABLE P-7 HYDROSTATIC RELIEF DEVICES SHALL BE INSTALLED AS DIRECTED ON SHEET LE-3. P-8 SCHEDULE 80 PVC SHALL BE USED IN ALL PIPING WHICH IS LOCATED UNDER THE POOL SHELL REMAINDER OF PIPING SHALL BE SCHEDULE 40 PVC UNLESS SPECIFICALLY NOTED. P-9 ALL SURFACE SKIMMER PIPING SHALL BE INSTALLED AS TO CONSISTENTLY SLOPE DOWNWARD MOVING TOWARD THE COLLECTOR TANK AS TO NOT TRAP AIR RENDERING THE LINE INOPERABLE. P-10 ALL MAIN DRAIN PIPING SHALL CONSISTENTLY SLOPE UPWARDS MOVING TOWARD THE COLLECTOR TANK AS TO NOT TRAP AIR RENDERING THE LINE INOPERABLE. P-11 GRATED GUTTER FITTINGS SHALL BE PLACED ON THIS SHEET. THE SPACING BETWEEN OUTLETS PLACED MUST NOT EXCEED 10 FEET. PLACE THE GRATE AT 2" BELOW THE TOP LIP OF BULLNOSE WATERLINE TILE. P-12 FILL PIPE VWITH WATER AFTER PROPER CURING OF SOLVENT WELDS AND IL:EP UNDER A MINIMUM 30 POUNDS PRESSURE THROUGOUT THE PROJECT TO GUARD AGAINST BROKEN PIPING OR FAULTY FITTINGS. P-13 PIPING USED SHALL BE LABELED WITH THE NSF/PW LOGO AND INCLUDE THE NAME OF THE MANUFACTURER P-14 PIPING EXPOSED TO SUNLIGHT SHALL BE COATED NTH A UN INHIBITOR. ENGINEER'S SEAL l0 �� REVISIONS MARCH 5, 2001 TILE CONFIGURATION O (14 o)O W ^ cl) W O H a m OD W � W LLl '5 W 70 O Z co i 0 m � a U) � U) 0 Lu 0 Q� U. •LL • SCALE AS INDICATED DRAWN BY: SHW / DWT CHECKED BY: SHW DATE DRAWN FEBRUARY 10, 2001 PROJECT NUMBER DRAWING NUMBER MISCELLANIOUS EQUIPMENT LIST STEP AND RAIL SECTION SCALE 1" =1 FOOT POOL BEAM SECTION SCALE 1" =1 FOOT REIN ANCHOR - NOTE p l IE REINFORCING AND SKIMMER SCALE: 1/2" =1 FOOT 1 Ar%Mr-M LlnT A LADDER DETAIL SCALE: IW =1 FOOT ESS DR THICKNESS RESTROOMS SEE NOTE A-4 SANITARY FACILITY SIGNAGE •rrfw�ior�nurn ur%•rff- r r2 BONDING - N( CON ELECTRICAL BONDING & LIGHTS SCALE: 11T = 1 FOOT MAIN DRAIN AND HYDROSTATIC RELIEF DEVICE SCALE: 1" =1 FOOT NO FOOD, GLASS, DRINK OR ANIMALS IN POOL OR ON POOL DECK. BATHING LOAD: 20 PERSONS POOL HOURS: 1/2 HOUR AFTER SUNRISEI TO 1/2 HOUR BEFORE SUNSET SHOWER BEFORE ENTERING SEE NOTE A-3 SIGNAGE REQUIREMENT NOT TO SCALE. P-10 VACUUM TO FILTER PIPE - NOTE STATIC LINE TO COLLEC PLUMBING SECTION SCALE: 1/2" =1 FOOT NON -SHRINK GROUT UNDER POOL PIPING - NOTE P-8 FLOOR RETURN PLUMBING SCALE: 1" = 3 INCHES CONTROL JOINT - NOTE D-1 ACCESSORY NOTES A-1 LADDER($): STAINLESS STEEL CROSS BRACED DESIGN. LADDER RAILS SHALL EXTEND ABOVE THE DECK SURFACE A MINIMUM OF 2f AND IS TO BE ANCHORED INTO THE POOL DECK USING A BRASS RAIL CUP WHICH HAS AN N.E.C. APPROVED GROUND WIRE ATTACHMENT AND IS ATTACHED TO THE COMMON BONDING GRID. THE TREADS ARE SUP RESISTANT AND ARE TO BE BETWEEN A MINIMUM OF 3" AND A MAXIMUM OF V FROM THE POOL WALL. STAINLESS STEEL HAND RAIL SHALL EXTEND ABOVE THE DECK SURFACE A MINIMUM 28" AND IS TO BE ANCHORED INTO THE POOL DECK USING A BRASS "RAIL CUP WHICH HAS AN N.E.C. APPROVED GROUND WIRE ATTACHMENT AND IS ATTACHED TO THE COMMON BONDING GRID. A,3 POOL RULES AND REGULATIONS SIGNAGE SHALL BE POSTED AS TO BE LEGIBLE FROM THE POOL DECK AREA NTH MINIMUM 1" HIGH LETTERS. IF NO APPROVED IIN) DING BOWL IS PROVIDED THEN THE WORDS'NO DIVINGSHALL BE PART OF THE SIGNAGE REQUIREMENT WITH MINIMUM 4' HIGH LETTERS. UNLESS THE MINIMUM REQUIRED LIGHTING LEVELS ARE PROVIDED FOR NIGHT TIME SWIMMING THE HOURS OF POOL OPERATION SHALL BE 112 HOUR AFTER SUNRISE UNTIL 112 HOUR BEFORE SUNSET. INLETS - NOTE P-3 CONSTRUCTION JOINT - NOTE D-2 o s o s o D• p • D ,p • •p • s s o o 0 7 SAWN CONTROL JOINT & FILLED CONSTRUCTION JOINT OUTSIDE ACCESS TO SANITARY FACILITIES SHALL BE PROVIDED TO BATHERS AT OUTDOOR POOLS AND IF THEY ARE NOT VISIBLE FROM ANY PORTION OF THE POOL DECK, SIGNS SHALL BE POSTED SHOWING THE DIRECTION TO THE FACILITIES. THESE DIRECTIONS SHALL BE VISIBLE FROM ANY PORTION OF THE POOL DECK AND THE LETTERS SHALL BE A MINIMUM OF ONE INCH HIGH. 6 SAFETY EQUIPMENT SHALL BE MOUNTED IN A CONSPICUOUS PLACE AND BE READILY AVAILABLE FOR USE. POOLS GREATER THAN 50 FEET SHALL HAVE MULTIPAL UNITS WITH AT LEAST ONE SHEPARIYS HOOK AND ONE LIFESAVING RING LOCATED ALONG EA OF THE LONGER SIDES OF THE POOL(SEE SAFETY EQUIPMENT USTING ON SHEET LE 2) TILE AND DECK MARKER NOTES I PERMANENT DEPTH MARKER TILES WITH MINIMUM 4' HIGH NUMERALS FOLLOWED BY 4" LETTERS ('FT' FOR FEET AND "IM FOR INCHES) ON A CONTRASTING BACKGROUND, SHALL INDICATE THE POOL WATER DEPTH, WITHIN 3 INCHES, AT NORMAL OPERATING WATER LEVEL WHEN MEASURED 3 FEET FROM THE POOLWALL THE MARKINGS SHALL BE LOCATED ON BOTH SIDES OF THE POOL AT THE SHALLOW END, SLOPE BREAK, DEEP END AND DEEP POINT (IF LOCATED MORE THAN FIVE FEET FROM THE DEEP END WALL) WITH A MAXIMUM PERIMETER DISTANCE BETWEEN MARKINGS OF 25 FEET AND SHALL BE THE DEPTH MARKINGS SHALL BE LOCATED ON THE INSIDE VERTICAL WALL AT OR ABOVE THE WATER LEVEL AND ON THE EDGE OF THE DECK WITHIN THREE FEET OF THE POOL WATER ALL MARKINGS AND "NO DIW INSTALLED ON HORIZONTAL SURFACES SHALL HAVE A SUP RESISTANT FINISH. 4 THOSE AREAS OF THE POOL THAT ARE NOT PART OF AN APPROVED DMNG BOWL HAVE DARK CONTRASTING, PERMANENT AND SLIP RESISTANT,FOUR INCH HIGH "NO DMNG" MARKINGS INSTALLED ON TOP OF THE POOL DECK WITHIN 2 FEET OF THE POOL WATER ON EACH SIDE OF THE POOL WITH A MAXIMUM DISTANCE OF 25 FEET BETWEEN MARKINGS. WATERLINE TILE: 670' FLAT TILES SHALL. BE LOCATED ON THE VERTICAL SURFACE OF THE POOL BEAM. WX VX 3l4" BULLNOSE TILE SHALL BE INSTALLED ON THE VERTICAL FACE OF THE PERIMETER WALL AT THE WATERLINE, TILE SHALL BE LEVEL AND NOT VARY MORE THAN 1/4" FROM LOWEST POINT TO HIGHEST POINT. T4 STEP TILE: 2' x 8" X 314' MUD CAP TILES (DARK CONTRASTING COLOR) SHALL BE INSTALLED ON THE NOSE OF ALL STEP TREADS WITH THE 3W DIMENSION ON THE TREAD. T-5 LADDER "RUB' TILE SHALL BE WHITE IN COLOR AND SWILL BE FLUSH WITH FINISHED SURFACE TO PREVENT DAMAGE TO THE POOL'S INTERIOR FINISH. DIMENSION ON THE TREAD AND THE 2' DIMENSION ON THE RISER ELECTRICAL NOTES E 1 UNDERWATER UGHT(S) (300 WATT 15 VOLT MAXIMUM) SHALL BE INSTALLED FLUSH WITH POOL WALL AND BE A MINIMUM OF 18" BELOW WATER E 2 UNDERWATER LIGHT TRANSFORMER (12 VOLT TO 15 VOLT MAXIMUM) E-3 8 SOLID COPPER BONDING WIRE CONTINUOUS TO POOL FILTRATION EQUIPMENT FROM REINFORCING, LADDERS, RAILS, LIGHTS AND ALL OTHER METAL OBJECTS. E-4 RIGID PVC ELECTRICAL CONDUIT DECKING NOTES D-1 SAWN OR TOOLED CONTROL JOINTS WITH A MINIMUM DEPTH OF 113 OF THE CONCRETE THICKNESS SHALL BE INSTALLED PER LAYOUT AS SEEN ON SHEET LE-1. SAWN JOINTS SHALL BE CUT WITHIN '18 HOURS OF CONCRETE PLACEMENT. D2 CONSTRUCTION JOINTS OF PLASTIC CHANNEL OR APPROVED BACKING AND FILLER SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. PLACEMENT OF THE CONTROL JOINTS SHALL BE AS SHOWN ON SHEET LE-1. D-3 A CANTILEVER OR COPING EDGE SHALL BE INSTALLED CONTINUOUSLY AROUND THE PERIMETER OF POOL WITH AN APPROVED EXPANSION JOINT BETWEEN EDGE BAND AND MAIN BODY OF POOL DECK D-4 CONSTRUCTION JOINTS SHALL BE LOCATED AS (INDICATED ON SHEET LE-1. SAWN OR TOOLED JOINTS ( SEE JOINT DETAILS S EET LE-3 ). D-5 DECKS SHALL BE SLOPE AWAY FROMTHE �AT A MINIMUM L P001� U SLOPE OF 2% AND A MAXIMUM OF 4%.(2.4" PER 10 LF. MIN. TO 4.8- PER 10 LF.MAX.). D-6 ALL POOL DECKING SHALL BE CONSTRUCTED FROM SUP RESISTANT NON,ABSORBENT MATERIALS. THIS INCLUDES THE FIRST 15 FEET OF WALKWAYS WHICH LEAD TO THE SANITARY FACILITIES AS MEASURED FROM THE NEAREST POOL WATERS EDGE. DECK MATERIAL CRITERIA: CONCRETE PLACED ON ADEQUATELY COMPACTED SOIL AC1301-06 STD. SPECS. FOR STRUCTURAL CONCRETE. CONCRETE to = 3000 PSI MINIMUM DECK REINFORCING: 6X6X10GA W.W.M. OR ENGINEER'S SEAL l REVISIONS O N O c: ♦^'c V, C6 O W W O 0 0_ U (D 00 It CTJ f J LL v) � LLI W 0 Z N W i 0 to 0 A SCALE AS INDICATED DRAWN BY: SHWIOWT CHECKED BY: SHW DATE DRAWN FEBRUARY 10, 2001 PROJECT NUMBER DRAWING NUMBER LEM3 NOT TO SCALE NOT TO SCALE. J Ic S7 S5 S3 IF S1 BETWEEN SEPTA MI A AI \ /le\A/ ELEVATION X/. \ 9'-11 / / I VAK PAK CB1000 CABINET - FRONT VIEW SCALE:1 "=1'-0" ! SPA ! I TANK ATIC LINE /EL CONTROL VAL FINISHED GRADE TO SPRAYS REMOTE VALVE BOX r-------------- --- , HAYWARD ; F5 m F3 MODEL H250 ; RETURN LINE GAS HEATER F8 F19 I I I � -----r------r---- IU U I O k5z HOSE BIBB W/ VAC BREAK 16" WL �-- WATER LEVEL ADJUSTMENT i POOL FILTER & .OLLECTOR TANK NOTE F11 I i F12 rF FILTER TANK DRAW -DOWN IS CALCULATED AT .16 FEET FILL WATER WITH RECIRCULATION AND THERAPY PUMPS OPERATING SIMULTANIOUSLY NIVIA tiIF-01"A SUCTION COLLECTOR TANK IS SIZED TO 3 ACCOMODATE BOTH FILTRATION DRAW AND THERAPY DRAW OF 140 GPM SPA COLLECTOR TANK #CT-120 (CUSTOM) 4 SCALE:1 "=T-0" 5 LOCKABLE ACCESS 6 1\1 y I, VENTS EACI FINISH GRADE ------------------- 61 A 11 \ VAK PAK CB1000 CABINET - END VIEW SCALE:1 "=V-0" THE VALVES TO REGULATE THE MAIN DRAIN LINE, SURFACE SKIMMER LINE, RETURN LINE AS WELL AS THE LINES TO AND FROM THE HEATER ARE FLOW PROPORTIONING TYPE. ALL ELECTRICAL EQUIPMENT COMPLIES WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ARE ALSO IN COMPLIANCE WITH UL 1081 STD. ALL OF THE FILTRATION COMPONENTS ARE DESIGNED FOR CONTINUOUS USE. THE FILTER TANK FLOOR IS COVED AT THE INTERSECTION OF TANK WALLS AND SLOPES TO THE DRAIN. ANY CHEMICAL FEEDERS USED SHALL BE ELECTRICALY INTERLOCKED WITH THE RECIRCULATION PUMP MOTOR. ALL VALVES, PIPING, CHEMICAL FEEDERS & CHEMICAL CONTAINERS SHALL BE PERMANENTLY MARKED. 7 ALL PVC PIPING SHALL BE HAVE AN NSF/PW DESIGNATION AND BE SO MARKED. SWIMMING POOL FILTRATION EQUIPMENT LIST VAK-PAK APS40D/140VCT F1- RECIRC. PUMP: TWO - 3 H.P. JACUZZI # 3UMF3-S2 (1 PH/230V) PUMP PERFORMANCE: 145 G.P.M. @ 60 T.D.H. FILTER RATE(FILTERING PLUS SPRAYS): 272 G.P.M. @ 60 T.D.H. POOL FILTERING: 212 GPM; ORNAMENTAL SPRAYS: 60 GPM MAXIMUM F2- FILTER DESIGN: 40 - 3.75 SQUARE FOOT ELEMENTS FILTER SIZE: 150 SQUARE FEET TOTAL AREA F3- FILTRATION FLOW METER: BLUE -WHITE # CF30400P (125-500 GPM) F4- FILTER VACUUM GAUGE: 0" TO 30" WITH 2.5" FACE F5- WATER TEMPERATURE GAUGE: 32 F - 248 F (0 C -120 C) 176- VACUUM/WASTE PUMP: 1 H.P. STA-RITE #P2RA5EL (5" STRAINER) F7- WASTE WATER D/E SEPARATOR: 2 - JACCUZZI (80 SF EA) F8- CHLORINE FEEDER: HAYWARD C250CF EROSION TYPE (36 PPD) F9- MAINDRAIN VALVE F10- SKIMMER VALVE F11- COLLECTOR/FILTER TANK (EFFECTIVE CAPACITY 488 GAL F12- HYRAULIC WATER LEVEL CONTROLLER F13- ELECTRICAL DISCONNECT AND SUB PANEL F14- LIGHT PROVIDING 30 FOOT CANDELS F15- HOSE BIBB WITH VACUUM BREAKER F16- HYDRAULIC ACTUATED VALVE F17- CHLORINE FLOW METER F18- CHLORINE SHUT OFF VALVE F19- CHLORINE FLOW CHECK VALVE F20 ORNAMENTAL SPRAY FLOW METER: CF30200P, 40-150 GPM POOL SYSTEM PIPE SIZES AND WATER VELOCITIES A - MAINDRAIN LINE 8" 1.7 FPS B - SKIMMER LINE 8" 1.7 FPS C - VACUUM LINE 2" 5.9 FPS D - RETURN LINE 4" 5.3 FPS F - FILTER PRECOAT 3" 11.9 FPS G - WASTE LINE 2" 5.9 FPS H - VACUUM TO FILTER 2" 5.9 FPS I - FRESH WATER FILL 1" N/A J - FILTER TANK DRAIN 2" 5.9 FPS K - SUCTION FROM C/T 6" 3.0 FPS L -TO HEATER 3" N/A M - FROM HEATER 3" N/A N - TANK OVERFLOW 2" N/A 0 - STATIC WATER LEVEL LINE 2" N/A P - SPRAY SUPPLY 2" 5.8 FPS SPA EQUIPMENT LIST S1- RECIRCULATION PUMP: 1 H.P. STA-RITE #P2RA5EL (1 PH/230V) PUMP PERFORMANCE: 50 G.P.M. @ 60 T.D.H. S2- FILTER: 2 - VAK-PAK DP-100 CARTRIDGE FILTERS FILTER SIZE: 200 SQUARE FEET TOTAL S3- FILTRATION FLOW METER: BLUE -WHITE # CF30150P (20-100 GPM) S4- FILTER PRESSURE GAUGE: 0# TO 60#W/ 2.5" FACE S5- WATER TEMPERATURE GAUGE: 32 F - 248 F (0 C -120 C) S6- CHLORINE FEEDER: VAK-PAK CL-35 EROSION TYPE S7- SPA THERAPY PUMP: 2 H.P. STA-RITE #r4EA6GL (90 GPM @ 65 T.D.H.) - 6 JETS @ 15 C.PM EACH MAX. S8- ELECTRICAL DISCONNECT AND SUB PANEL S9- LIGHT WHICH PROVIDES 30 FOOT CANDELS S10- ROLA-CHEM ORP CONTROLLER #RCAC-5M 8 FLOW METER SHALL BE LOCATED PER MANUFACTURERS SPA SYSTEM PIPE SIZES AND WATER RECOMMENDATIONS AND BE CAPABLE OF READING A MINIMUM OF 1.5 TIMES THE DESIGN FLOW RATE. O - MAINDRAIN 6" P - SKIMMER 2.5" 9 NO DISSIMILAR METALS SHALL BE USED IN THE Q - RETURN LINE 2" RECIRCULATION SYSTEM. R - PUMP TO WASTE 2" S - FRESHWATER FILL 1" 10 A MINIMUM OF 30 FOOT CANDLES OF LIGHTING SHALL T - FILTER TANK DRAIN 1" BE PROVIDED. U - TO AND FROM HEATER 1.5" V - THERAPY SUCTION 4" 11 THE FRESH WATER SUPPLY SHALL BE FROM A POTABLE W - THERAPY RETURN 3" SOURCE. X- RECIRCULATION SUCTION 2.5" 2 1 FPS 41�17 FPS 61I8 FPS 6I8 FPS N/A N/A 8 0 FPS 3�0 FPS 511 FPS 4.7 FPS ENGINEER'S SEAL REVISIONS 0 N 0 i oh �-L 0 0 W o W AZ s C IL U 0 �- LL ui A. W w CU ?.3 w O Z I- Z3 w � `z 0 � m � 0 a LL • • ■ CD 01 • LL C SCALE AS INDICATED DRAWN BY: SHW / DWT CHECKED BY: SHW DATE DRAWN FEBRUARY 10, 2001 PROJECT NUMBER DRAWING NUMBER mi rit� SPA SECTION SCALE 1" =1 FOOT THERAPY INLET RETURN INLET u_: I ► I 1 :: 1 ► IN I ► IM U61671 I 1.5" RETURN LINE — — — 2.5" THERAPY RETURN LINE---------------- f%M w / i211---------- SP-10 � it •�••�'•`! 011 211 1-511/ 1,511 I 2" STATIC LINE — — — — 2 / SP-10 ' I 1.5" 2��-------T------ 12" I 1.5" j 2" 2" SKIMMER LINE TO PUMP----------------------------------------------------------------------- i. SPA i C� I n r% n f%— . SP-5 SP-6 SP-2 iP-23 #3 DEFORMED REINFORCING BARS SET 12" OC EACH WAY (16" LAP) SPA SECTION AT THERAPY JET SCALE 1" =1 FOOT VERIFY ELEVATION OF SKIMMER SPA SECTION AT SKIMMER SCALE 1" =1 FOOT NO DIVING_ NO FOOD, DRINK OR ANIMALS IN POOL OR ON POOL DECK. BATHING LOAD: 5 PERSONS POOL HOURS: A.M TO P.M. SHOWER BEFORE ENTERING MAXIMUM TEMPERATURE 104 DEG F CHILDRED UNDER 12 MUST HAVE ADULT SUPERVISION. PREGNANT WOMEN, SMALL CHILDREN, PEOPLE WITH HEALTH PROBLEMS AND PEOPLE USING ALCOHOL, NARCOTICS OR OTHER DRUGS THAT CAUSE DROWSINESS SHOULD NOT USE SPA POOLS WITHOUT CONSULTING A DOCTOR. MAXIMUM USE 15 MINUTES. REQUIRED SPA SIGNAGE RAINBOW TILE CERDOMUS, 6"x 6" SATURNIA PROVIDE 4" x 4" VOLCANO EVERY 6TH COURSE RAINBOW TILE NERO MARQUINA #15, SICIS, TUMBLED (12" x 12" SHEETS W/ 6 STRIPS PER SHEET TILE AP TILE TOLCANO UTTER AND POOL STEP EDGES (TYP) NOTE: A CLOCK SHALL BE VISIBLE FROM THE SPA TO ASSIST PATRONS IN DETERMINING LENGTH OF SPA USE. SPA NOTES AND RESTRICTIONS SP-1 HANDRAIL(S): S.RSMITH 4 DMS-103A- CROSS BRACED DECK RAIL SP-2 INTERIOR FINISH SHALL BE PER FINISH SCHEDULE LOCATED ON THIS SHEET. SP-3 MAIN DRAIN:12"x12" MAIN DRAIN POT. SP4 HYDROSTATIC RELIEF DEVICE: HAYWARD-OSP-1058 VALVE AND HAYWARD #SP-1055 COLLECTOR TUBE. SP-5 WATERLINE TILE TWO ROWS OF 8"X8" FLAT TILES SHALL BE LOCATED ON THE VERTICAL SURFACE OF THE SPA BEAM. SP-8 STEP TILE: 2" x 8" X 3W MUD CAP TILES (DARK CONTRASTING COLOR SHALL BE INSTALLED ON THE NOSE OF ALL STEP TREADS WITH THE 3/4" DIMENSION ON THE TREAD AND THE ?DIMENSION ON THE RISER. SP-7 REINFORCING BARS: # 3 ASTM GRADE 40 DEFORMED BARS Q 12" o.c e.w. SP-8 CANTILEVER OR COPING EDGE SHALL BE INSTALLED AROUND PERIMETER OF SPA WITH AN APPROVED EXPANSION JOINT BETWEEN DECK BAND AND MAIN BODY OF POOL DECK SP-9 CONSTRUCTION JOINTS SHALL BE LOCATED AS INDICATED ON SHEET LE-1. SP-10 MAIN DRAIN GRATE: PAC-FAB #54-202712'x1Z" FRAME AND GRATE SP-11 HAYWARD WISP-1019 GRATED FITTING. SP-12 STATIC WATER LEVEL FITTING: HAYWARD 1423 GRATED FITTING. SP-13 NOT USED. SP-14 SCHEDULE 80 PVC SHALL BE USED FOR ALL PIPING WHICH IS LOCATED UNDER THE POOL SHELL SP-15 UNDERWATER LIGHT. 12 VOLT WITH 100 WATT LAMP. SP-16 HYDR04UR VENTURI (GUNITE) THERAPY JET. SP-17 2" THERAPY AIR LINE EXTENDED TO HAYWARD SP-1019 GRATED FITTING FLUSH WITH DECK SP-18 HAYWARD IISP-1070-2S-FVE SKIMMER WITH EQUALIZER VALVE INSTALLED. SP-19 2" EQUALIZER LINE TO SUMMER PORT. SP-20 HAYWARD #SP-1419E RETURN INLET WITH DIRECTIONAL EYEBALL SP-21 HAYWARD IISP-1022S FLANGED FEMALE ADAPTER FITTING. SP-22 FILTERED AND HEATED WATER RETURN. SP-23 1.5" THERAPY RETURN LINE. GENERAL FILTRATION NOTES AND RESTRICTIONS 1 THE VALVES USED TO REGULATE THE MAIN DRAIN LINE, SURFACE SKIMMER LINE, RETURN LINE AS WELL AS THE LINES TO AND FROM THE HEATER ARE FLOW PROPORTIONING TYPE. 2 ALL ELECTRICAL EQUIPMENT COMPLIES WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ARE ALSO IN COMPLIANCE WITH UL 1081 STD. 3 ALL OF THE FILTRATION COMPONENTS ARE DESIGNED FOR CONTINUOUS USE. 4 THE FILTER TANK FLOOR IS COVED AT THE INTERSECTION OF TANK WALLS AND SLOPES TO THE DRAIN. 5 ANY CHEMICAL FEEDERS USED SHALL. BE ELECTRICALY INTERLOCKED WITH THE RECIRCULATION PUMP MOTOR 8 ALL VALVES, PIPING, CHEMICAL FEEDERS & CHEMICAL CONTAINERS SHALL BE PERMANENTLY MARKED. 7 ALL PVC PIPING SHALL BE HAVE AN NSFIPW DESIGNATION AND BE SO MARKED. IF PVC IS EXPOSED TO SUNLIGHT IT SHALL BE COATED WITH A UN INHIBITOR 8 THE FLOW METER SHALL BE LOCATED PER MANUFACTURERS RECOMMENDATIONS AND BE CAPABLE OF READING A MINIMUM OF 1.5 TIMES THE DESIGN FLOW RATE. 9 NO DISSIMILAR METALS SHALL BE USED IN THE RECIRCULATION SYSTEM. 10 A MINIMUM OF 30 FOOT CANDLES OF LIGHTING SHALL BE PROVIDED. 11 THE FRESH WATER SUPPLY SHALL BE FROM A POTABLE SOURCE. 12 ALL RECIRCULATION PUMPS ARE SELF PRIMING AND ARE EQUIPPED WITH HAIR AND LINT STRAINERS. GUNITE SHELL SHALL CONFORM TO THE FOLLOVWNG CRITERIA: ACI-rM.2-77, SPECIFICATION FOR MATERIALS AND APPLICATION OF SHOTCRETE ACI-301-98, STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE SHELL DESIGN PER ACI 318-95, SECTION 1 A DESIGN ADEQUACY SHOWN BY SUCCESSFUL USE IN BUILDING CODE JURISDICTION. MINIMUM fc = 35W PSI Q 28 DAYS FINISH SCHEDULE INTERIOR FINISH: DIAMOND BRITE (IVORY) WATERLINE TILE: TBD BY OWNER STEP TILE: TBD BY OVIINER DECK FINISH: ACRYLIC (TEXTURED) ENGINEER'S SEAL REVISIONS MARCH 5, 2001 TILE CONFIGURATION O XV �O � W v'^ �y� , O � W o 0_ ��a U m -o CD V♦ LL LV '� W 70 W z cz U) (U i O (D m O a ■ r • • • �1 1 SCALE AS INDICATED DRAWN BY. SHW / DWI' CHECKED BY: SHW DATE DRAWN FEBRUARY 10, 2001 PROJECT NUMBER DRAWING NUMBER SCALE 1" =1 FOOT SCALE 1" =1 FOOT City of ::3: nford Pv tlu. l Gc... 3;3 in offeCt: 8,'a.,-„r ,r:, Code 1997 ed. c�'.�..t `,,.,�;a �,:`r. 1•^.r11t)e.l Code 1997ed. DMENTS FL 1S.397 "FINISrHED FLOOR ELEVATIONS" Must meet city codes for finished floor / slab elevations or provide elevations approved by city engineering dept. for subdivision elevations to prevent flooding SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE r OOES. { vj A ✓,fir I �� 5CL 1 V "V C, v v tA I+ 14' FEAT "13: CROSS qEC--rj0tJ \V41'LLk_ WALA tJ L: A -IDOOL- _bEmir- A.L, A L � 5--Ll" Pu- -7 ---q7lV2) CC-R go J� t L g)a cn; = I F- 1 c-j) -, pyx-A 1T m i o i o -To L-a-e- ICA 5/6 Y) -Fie To01-� LL- Tb #tq �IA L Wn WALX- PROJECT: jhF- aONS ION �\Q, SKETCH:- HORFLINE ARIN ) T CT (813) 677-5836 DRAWN BY: / Z)le Es C. n p |i <____' AF L WALL � f1 Y . � | / , " pnoJccr: �1//01cLmNc Y��p4 SKETCH�___-��_-OF_2�____-oxTc: � �'� BPAfBaAAO BFiQC WALL — 8EC61aP! etiwl. ca�uw4 - a � WALL NOTES A) 4'X6'X12' BRICK IN RUNNING BOND PATTERN, B) STANDARD BRICK CAP. ROW LOCK PATTERN, A(;ti LARM etICx COLWAl — 89CT10N a C) 6' HIGH BRICK WALL W/ 1- #5 REBAR 48' ❑,C, AND AT ALL CORNERS AND END CONDITIONS, FILL CELL W/ MORTAR, EXPANSION JOINTS@ COLUMNS (3' SIGN WALL- #5 36' D.C. E) FINISH GRADE F) 6' X 8' X 16' CONC, BLOCK STEM WALL G) B' THICK X 24' WIDE 3000 PSI CONC, FOOTER W/ 2- #5 REBAR CONT, H) CLEAN 13ACKFILL COMPACTED TO 95%. K) 18' X 18' COLUMN W/ 1 #5 REBAR IN CENTER FILL TOP CELL W MORTARI SLOPE TOP OF COLUMN FOR DRAINAGE L) 8' X 36' X 36' 3,000 PSI CONC, FOOTER W/ 3 #5 REBAR IN EACH DIRECTION AS SHOWN M) 24' X 24' COLUMN W/ 1 #5 REBAR IN EACH CORNER FILL TO? CELL W MORTARj SLOPE TOP OF COLUMN FOR DRAINAGE N) 8' X 49' X 40' 3,000 PSI CONC, FOOTER W/ 4 #5 REBAR IN EACH DIRECTMN AS SHOWN 0) 4%'X15' BRICK CAP IN ROW -LOCK PATTERN AS SHOWN, I«K UTILIZE #9 TRUSS TIES EVERY OTHER COARSE, Xx THE STRUCTURES DEPICTED MEET THE REQUIREMENTS FOR 100 M,P,H, PER THE S.S,B,C, John ewseychik and assoc.p.a. landscape orchllaets golf course orchltocts 020 crown oak centre drha longwood, 0 32760 tel: 407 830-8922 for. 407 830-7689 J Q__thn eweeychk ___D O thom lareen O chrls rice np r , , 2201 Corporate 01 Boca Raton, Florida 33431 (561) 99:6r LANDSCAPE ARCHITECT iller Einhouse Rymer Associates, Inc. Planners n Engineers • Landscape Architects 918 Lucerne Terrace Orlando, Florida 32806 (407) 246-0255 STRUCTURAL ENGINEER: J. M. Flannigan & Associates 1 Shiloh Road, Alpharetta, GA 30005 (678) 513-4242 Cl*ty of Sanford, Flori*da 0 ovember I .07 0 REVISED: 12/8/00 1/09/01 SHEET INDEX Sht. H-1 Sht. H-2 Sht. H-3 thru H-10 Sht. H-11 Sht. FI-12 Sht. H-13 Sht. H-14 Sht. H-15 Sht. H-16 Sht H-17 Sht* H-18 Sht. H-19 thru H-23 it oi�iilaYYViiYiwl>•eYili-lf�i�li�fil�Y�1WlY �41J�4idSrWpe."9v::p1:V� Cover Sheet/Legend of Drawings Overall Site Reference Hardscape Plan Overall Site Common Area - ,Grading Hardscape Pla, Main Entrance - Hardscape Layout and Grading Plan Main Entrance/ 1 Hardscape 1 GradingPlan Clubhouse/Pool Area - Hardscape Layout Plan Clubhouse/ Pool Area - Hardscape Grading Compactor, Layout Typical Building "Type 11' - Hardscape Layout & Grading Plan Typical Building "Type 211 - Hardscape Layout & Typical Bu"Type& Hardscape Construction Details imp BEET 01 OF T41 } Project oft -rim „t 5LDG. 2Z TYPE II FF. 59.00 IN. **N f3LQQ. 21 TYPE 11 TYPE II FF. F2925 FF. 59.50 .24 E 11 1 / / � / Cis (-� _ 1 Q \•\ .� \ O / / ®* \ � 1 Et T H 4� SHEET,,/ I; TYPE 11 FF. d '9 5LDG. 20 TYPE I FF. (22,50 C, oil TYPE 11 FF. 61-25 5LDG. 23 TYPE 11 TYPE 11 ------- it TYPE I 5LDG. C 5LDG. 2 TYPE I FF. TYPE I BLUM V _ i i -vj 4) --v / // / TYPE II t5 DG, I TYPE I FF. 6450 F.F. 63Z0 15LT)G. 2ro /,%/ /j / � 5LDG. 14 TYPE II FF. 63zo TYPE I I I FF. (24A0 l; /� TYPE 1 0 FF. 64.50 II r� 5LDCs, 2 I FF.6550 �j�' \ ` / // %r' �� %1`1� / ow� T pit II 777 777 =7 NN E3LE)G. 10 I 15LIDG. 12 TYPE I TYPE I eLDG. 4 FF, 6125 FF. 66-50 TYPE Ill \,\\\\ V 15LDG. 21 FF. roc?-o X\\NXN TYPE I FF. ro4ZO \ U�J") CLUi�l :%t� FF. 69,00 tali o _ TYPE Ill TYPE Ill w 8 FF. ro9.40 FF. 60.40 RiL ___ __ ___ I - - - -- - -------------- -_ _ _ _ _ _ - Qy TYF FF. 6! TYPE I FF. ro&W 0 u I I I I I I Q*) u I I i i n-p i i i i i i i n i i i AWA JOBS/LANDSCARCFI/ALTMAN/SANFORD/LNDSCARCH/HRDSCAPE/LAYOUT/HRD-LAYOUT,I)WG H=m2 SHEET 02 OF 231) it 7 0' 10' 20' 40' NORTH SPECIFICATIONS Tennis Court - (1): Decoturf ((800)-DECO-1 ST); or Nova Sport USA ((800)-USA-NOVA) Court Color: Forest Green, Out of Bounds Color: Winter Green, white lines Tennis Court Shelter - (J): vinyl on aluminum frame. Aluminum frame painted black one piece, 16 oz., polyester reinforced vinyl with UV inhibitors and flame retardant as manufactured by Weblon, Coastline Plus, color: black Drinking Fountain - (M): Pedestal Drinking Fountain by Haws, Model No. 3150, color- light sandblasted concrete w/ black tile accents Tennis Court Cabana Bench Victor Stanley Inc. Ribbon Series, 6 foot bench, RB Black, bolted to concrete Tennis Court Area Trash Receptacles - (P): Victor Stanley Inc. Ironsites series, S-35, black, 24 gallon trash receptacle with can bolted into concrete. T— tNOTE: Sidewalks to slope at a maximum of 4.9% JOBS/LANDSCARCH/ALTMAN/SANFORD/LNDSCARCH/HRDSCAPE/LAYOUT/HRD-LAYOUT,DWG iW'•'9� a r CD C Cj w cd vVi CCU 0 Vo ro n E� G o � O LEE' 01. Hma3 SHEET 03 OF 23 1 100 YR . �-- FLOOD `-I N Elu tu cn lu_. - -------- . . ....... i --- .... ------ / _ _.-- - - ..... ....... . ...... . ...... . . ..... .. --- -------- ...... ..... .. _ ..... .... , - -- ---------- / r / . -- i---------- ----- -------------- ... .... "-soft%' T�FE f f F.F. & 2 3 -'> A T EgL iNN , 5 E E 5-- MIMMM 0' 10' 20' 40' NORTH SPECIFICATIONS Picnic Tables - (L): Pilot Rock, PQT/B-4UP, 48" square stationary picnic table, CCA treated #1 Southern Yellow pine, black enamel painted frame mounted below ground in concrete RJ Thomas manufacturing, pilot rock, 1-800-762-5002 Picnic Area Trash Receatacles - (L-1): 1 Pilot Rock, TRH/B-20 TP-14 Trash Receptacle holder CCA treated #1 Southern Yellow Pine, with raised post mount embedded below ground in concrete, 20 gallon galvanized trash can CNG-9740CL with lid CNG-2200CL. Charcoal Grill - (T): Pilot Rock, B-24 B2, Premier Park Grill, Black with post mounted below ground in concrete m u I b � � u a � � U cry Cn 0 y 'A d o $ o aro o, O SHEET NO. ■ 1, NOTE: Sidewalks to slope at a maximum of 4,9% JO$S/LANDSCARCH/ALTMAN/SANFORD/LNDSCARCH/HRDSCAPE/LAYOUT/HRD-LAYOUT,DWC SHEET 04 OI' 23 EM 0' 10' 20, 40' NORTH SPECIFICATIONS Floating Fountain - (R): Malibu 3 horse power, 230 v, single phase, with 3 500 watt underwater — — — lights by Hall Fountains 800-7it- 4255, center jet height 25 feet, spray ring height 12 feet NOTE: Sidewalks to slope at a maximum of 4.9% JOBS/LANDSCARCH/ALTMAN/SANFORD/LNDSCARCH/HRDSCAPE/LAYOUT/HRD—LAYOUT,DWG �n cn a � H r , y C/D tCS r�l � w-4 b1J AVM Ad � a b �7 Q Q amYmuYu.wuwaa.4agy�., E+ U W a' Wa ai �+ A U' Pq � CJ �a w} Z L z QUO n ODU� GsI 7,� 6 U J Q UP U1 a Q @ Q . 61 Q Q 1 O LU tu CL IL LU tee DATE; 8/2 /0 SCALEt 111=20'—O's PROJECT NO,, 00056. 11 DRAWN BYi F41 DESIGNED BY, A CHECKED BYi HR �. SHEET NO. H&UM5 SHEET 05 OF 2J I IATCHL I N I1 I, 5H T H - ! � I i b i I � V9 ' ,I f 2 VERTICA WALL SECTION W/ RAILING; 33 (SEE CIVIL C)RA JING5 FcF, ELEVATION5) - - -- - m - - -_ \ a - _ a i'1'PI CONC - _ � SIDEWALK , S g I ° \ °.f 1.2 ° 9 (� 5 tYPICAL CONC 61 EWALK ALONG N.T.B. AUI_ I II ° _L / i 1 / 1 I \ \ �OPP: \ ❑ ; .tA�U.lt�81T �! - i INTO PM(IALL ,2 1 :T p N.T,e. O HEET Hanal E3LUCs.RR 64.E50 13 MATC46-�IN5\ ET H-I QJADG, 21 1 MHEM i - II T�F IfMR . .,� F.F. � S.2 EJ 0' io' zn' 40' xaRIB TYPI DEWAL G AL PA 1 1 1 T.B. S�- •a � J � 4 5T F5 SECTION i8' H-9 TYPICAL 1 HAN R I L � ° 5' TYPICAL CONCRETE U 51DE ALA ALONG ARKMG 3 NTA {-- o O 5' TYPICAL METE A �9 //5IDEUALK AL PARKMG 1 T.B: �..... 2 0 E I PP. 02.�>O F.F��o325 / V. cq-�O\ 5' TYPICAL CONC E 8IPRW4-K ALOW-s 'zA ING N.T . 1 1 ,1 1 --e,) 1 5' tYPICAL METE------ BIDEU4LK PARKNG N.T.S. rz2 �I I 1i1' SIMMONS a" -4 C1 0 NOTE: Sidewalks to slope at a maximum of 4.9% JOBS/LANDSCARCH/ALTMAN/SANFORD/LNDSCARCH/HRDSCAPE/LAYOUT/HRD-LAYOUT,DWG a a Cd O M n b H q „ o rn Q HWM6 SHEET 06 OF 23 G 0- M 11.1 I� I� I'. I r r i J r . WETLAND LINE 1 25' WETLAND BUFFER MEMEMM 0' 10' 20' 40' / /11-1/ 1- SPECIFICATIONS LU --_ i Picnic Tables - (L): PQTB-4UP 48" square � Pilot Rock, , / stationary picnic table, CCA treated #1 j Southern Yellow pine, black enamel tU painted frame mounted below ground in t \ VERTIC,A WALL SECTION W1 RAILING 2 q concre e \ / / / RJ Thomas manufacturing, pilot rock, (SEE CIVI r PR�AWING5 FOR H-23 \ f„ E L E VAT I ON5) -_ — -_ � j 1-800-762-5002 15' OFFSET Picnic Area Trash Receptacles - (L-1): NO Pilot Rock, TRH/B-20 TP-14 Trash Receptacle holder CCA treated #1 Southern Yellow Pine, with raised post mount embedded below ground in concrete, 20 gallon galvanized trash can CNG-9740CL with lid CNG-2200CL. Charcoal Grill - (T): Pilot Rock, B-24 B2, Premier Park Grill, Black with post mounted below ground in concrete Retaining Wall: Cc Vertica or Vertica Pro as determined by contractor's structural engineer, by 2 1 Anchor Wall Systems, beveled unit, with I associated wall caps, color wheat E5106 T�FE II HEET H - (O F.F. 59.25 NOTE: , Sia O Sidewalks to slope at a maximum of 4.9 /o JOBS/LANDSCARCH/ALTMAN/SANFORD/LNDSCARCH/HRDSCAPE/LAYOUT/HRD—LAYOUT,DWG a o �a u r � -1 0 d � U •ram � �D O y � VA r`LI Fv C N 6�o H U W W ai rn ' A -tk A 4i C� cJ �11J cA IL' zzzz ui W F !--3 'D Ci 0006 u1D0 cnOOz � p v V O W LU ox �Oz VU 0 ` tc @ .j he :-�' c 4141 Oct Lj DATE; 8/2 /00 SCALE, y,�g PROJECT NO,i 0013. 1 DRAWN BYj A DESIGNED BY, SAM CHECKED BY, 6W .� SHEET NO. SKEET 07 OF 23 \\WE\ET\ "W""', .01PL IN E 'C', &EE c li MATC�4LINE 'C', &EE SHEET H-9 op 10, 20, 40' NORTH �A]TE ... ....... . L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - NOTE: Sidewalks to slope at a maximum of 4.9% JOBS/LANDSCARCH/ALTMAN/SANFORD/LNDSCARCH/HRDSCAPE/LAYOUT/HRD-LAYIIUT.DWG CD CD con zi, CCU U cn -0 L---j 1-0 coo 1:D qj 00 U Go 6% 0 EN rA W W zl§ LU Z Z I- ILI III 2� ILI 73:3 0 cl z 0 Z Z 0 DUu O go 4��Q Uj Zn I-- 0 0 0 0 Im 6 1 LU > 0 DATEi 8/22/00 SCALE, ljy=201-031 PROJECT NOo 00056.01 DRAWN BY, AM DESIGNED DESIGNED BY, ti SAM CHECKED BYi BHR 11*� i 1 i ___ MUMMUM MMHANMM 8MMMUM C L IN 'C', 6EE & ------------ MATCHL INE 'E', 5EE SHEET H-10 0' 10, 20' 40' NORTF� SPECIFICATIONS Picnic Tables - (L): Pilot Rock, PQT/B-4UP, 48" square stationary I picnic table, CCA treated #1 Southern Yellow pine, I black enamel painted frame mounted below ground in concrete RJ Thomas manufacturing, pilot rock, 1-800-762-5002 Picnic Area Trash Receptacles - (L-1)• Pilot Rock, TRH/B-20 TP-14 Trash . Receptacle holder CCA treated #1 Southern Yellow Pine, with raised post mount embedded below groundinconcrete, 20 gallon galvanized trash can CNG-9740CL with lid CNG-2200CL. I Tot Lot Trash Receptacles - (0): Victor Stanley Inc., HF24, Philippine mahogany slats, bolted base to concrete slab, black frame Charcoal Grill - (T): Pilot Rock, B-24 B2, Premier Park Grill, Black with post mounted below ground in concrete I Retaining Wall: I Vertica or Vertica Pro as determined by contractor's structural engineer, by Anchor Wall Systems, beveled unit, with associated wall caps, color - wheat E5106 I MATCHL INN 'C SEE 6HEET H--8 I NOTE: Sidewalks to slope at a maximum of 4.9% JOBS/LANDSCARCH/ALTMAN/SANFORD/LNDSCARCH/HRDSCAPE/LAYOUT/HRD-LAYOUT,DWG c� 1n a �w Con bQ 0 CID v o y o CIO ZSHELAT IN U. Hm=g, SHEET 09 OF 23 I 1 L P' — — — I - y I I ' l WETLAND LINE I ---------_ _ / I F 25 W-ETEAND BUFFER I � CD f \ \ i-- VERTICA WAL SECTION UJ RAILING; 2 � REAINING WALL �� tt vF TAP E L. 7 Y 0 - (&EE CIVIL DRAWING5 FO �\ 2 � ELEVATICN5) f yp f MATCHLINE 'E', 1111111111111111111 MUM 0' 10' 20' 40' SPECIFICATIONS NORTH Retaining Wall: Vertica or Vertica Pro as determined by contractor's structural engineer, by Anchor Wall Systems, beveled unit, with associated wall caps, color - wheat E5106 6EE SHEET H-cj NOTE: Sidewalks to slope at a maximum of 4.9% JOBS/LANDSCARCH/ALTMAN/SANFORD/LNDSCARCH/HRDSCAPE/LAYOUT/FIRD—LAYOUT,DWG ►JHE.i_'ll NO. 5, 7, ,a V ' y. SHEET 10 OF 23 0' 48' 16' NORTH STEP FENCE W/ GRADE AT FENCE POST OR COLUMN$ AS SHOWN Paver Systems, running bond pattern Appian Stone, rectangular units, Paver )ducts, No. WC-8, Bottom dimension 'A' at )ducts, No. PC-7, 'A' at 26", 'B' at 28" ducts, Moldings No. M-14, 6" height, 3 W/ W •/1%.1k11, WW IVl ly tl l WI WN6 LW 11L. ° 4 y � O r • VI � '� P-1 w U Cori � U CFO y \—✓ bb c� 3 0 a, O U W a U W W la >4 a � U � >4 fK u� du 136 Z ui00 + �nQQ� U ouu� IKO�O �UU0 I vex y7� TEi SCALEt 1/6 PROJECT NO,, i DRAWN BYi SA DESIGNED BYi A CHECKED BYi BHR SHEET NO. NOTE: Sidewalks to slope at a maximum of 4.9% JOBS/LANDSCARCH/ALTMAN/SANFORD/L NDSCARCH/HRDSCAPE/LAYOUT /HRD—LAYOUf,DWG SHEET 11 OF 23 SPECIFICATIONS Interlocking Paver - (E): Pool area and rear porch, bent creek color mix, Appian Stone, running bond pattern w/mix of rectangular and square, sealed Interlocking Paver - (l: Bands at pool and rear porch, buff, Appian Stone, running bond pattern w/ of rectangular pavers, sealed Step Treads (G): Marbon Incorporated, Cast Stone Products, No. ST-4, Back Edge Height at 1 1/2", Front Edge Height at 3", width at 16", Length at 36" or cut to fit. Step Risers (G) Marbon Incorporated, Cast Stone Products, No. R-1, 6" Height, 1" Thick, 36" length or cut to fit. Pool Coping: Marbon Incorporated, Cast Stone Products, No. PC-2, 2" Height, 12" Deep, 36" Length or cut to fit; Full Bullnose Pool Fence and Gate - (H): 4' height standard aluminum picket fencing w/ 4" o.c. spacing of pickets, see drawings for top of fence elevations - Color: Black, To be installed per manufacturer's specifications, Final shop drawings to be approved by the Owner. Drinking Fountain - (M): Pedestal Drinking Fountain by Haws, Model No. 3150, color- light sandblasted concrete w/ black tile accents Gas Grill - Fire Magic Regal I Gourmet, stainless steel, Model No. 3166SP (Propane) Wall Cap: Marbon Incorporated, Cast Stone Products, No. WC-8, Bottom dimension `A' at 9"; form to radius of wall Pool Fence and Gate (H): 4' height standard aluminum picket fencing w/ 4" o.c. spacing of pickets, see drawings for top of fence elevations. Type: Windsor Plus Fence @ at pool area, standard Windsor model (no rings) used elsewhere. Color: Black, To be installed per manufacturer's specifications, Final shop drawings to be approved by the Owner. Tennis Court Area Trash Receptacles - (P) Victor Stanley Inc. Ironsites series, S-35, black, 24 gallon trash receptacle with can bolted into concrete. NOTE: Sidewalks to slope at a maximum of 4.9% SHEET NO. JOB S/LAND SCARCH/ALTMAN/SANFORD/LNDSCARCH/HRDSCAPE/LAYOUT/HRD-LAYOUT,DWG SHEET 13 or 23 u E3LD G;. 2 \0\ Ililllllil Illilllli IIIlilll III I illllllllllllillllllllli IIIIIIIIIIIIIIIIIIII � V' AT CORNER f5L[:)G;, 11 1 c' EN 4" PERFORATED UNDERDRAIN W/ SOCK SEE DETAIL 4" SOLID PVC PIPE 8" DRAIN INLET, NYLOPLAST a BLACK IN LANDSCAPE, BEIGE IN HARDSCAPE — 0 — CLUBHOUSE DOWNSPOUTS NOTE: CONNECT CLUBHOUSE DOWNSPOUTS WITH UNDERDRAIN SYSTEM SEE ARCHITECTURAL DRAWINGS NOTE: SIDEWALKS TO SLOPE AT A MAXIMUM OF 4.99'o JOBS/LANDSCARCH/ALTMAN/SANFORD/LNDSCARCH/HRDSCAPE/LAYOUT/HRD-LAYOUT,DWG 4 I� q �� C7 O H I • 4%�/ i w cn ✓ C. *0 Ln `D ID �y V1t u W � N y H 'b SHEET NO. Ham!,'j14 SHEET 14 OF 23 SPECIFICATIONS Tot Lot Play Structures - (K): Park Structures Supermax 9083 colors: earth tones (green and beige) (including arch roof, two slides, flush mounted clatter bridge, telephone tubes, vertical ladder, fireman's pole, transfer module, arch climber, coil climber, pipe wall with play wheel) Park Structures 600-110, 5"O.D. Single bay swing with 1 strap seat and 1 fully enclosed tot seat (color: green) Park Structures 800-281, Loop ladder, (color: green) Edging: Childform Funtimbers with galvanized stakes, Color: Black. Tot Lot Surfaces - (K1): Fiber System 300 including 8"-12" depth of Fibar wood fibre as determined by playground manufacturer, fibarfelt and fibardrain Tot Lot Bench -JJN: Victor Stanley, Classic Series, C-138 6 foot wood bench with black steel frame, Phillipine Mahogany slats, bolted to concrete stab. Tot Lot Trash Receptacle - (0): Victor Stanley Inc., HF24, Philippine mahogany slats, bolted base to concrete slab, black frame %. %. "-4 1 r-a-t""'v1� 1 v tsvl�l`�L/nVr�+i 1 r- UA wNP'=k. i iviv L.r SI. 0U1-4-HC..0 VhAINACZ _- SYSTEM TO NEAREST INLET OR MANHOLE. REFER TO CIVIL SITE PLAN FOR LOCATION Of` CLOSEST CONNECTION POINT. TOT -LOT HARDSCAPE LAYOUT PLAN 0' 4' 8' 16' POk i'OT/'5S"E ,,ND R E C I AIMED WATER5 TRASH COMPACTOR N,4RpSCAfi=E LAYOUT PLAN NORTH NOTE: Sidewalks to slope at a maximum of 4.9% q 4i i N pN aw t bb N � N JVA � �b I., Cr; o SHEET NO. JOBS/ LANDS CARCH/ALTMAN/SANFORD/LNDSCARCH/HRDSCAPE/LAYOUT/HRD-LAYOUT.DWG SHEET 15 OF 23 EMU 0' 4' 8' 16' NORTH 9 Q 4 ; �w Gn tCj 0 CID • r�-W4 � •bp H G 8 6 rn O F+ U Pi W � P� m � U� Ltj Z fLq�u � ulQQ� cn00� U oUUI- Q va1-4 0 0 w w .um I Li 8/22/00 SCALE, 1/6$1= y i9-0if PROJECT NO,i 00058.01 DRAWN BY, A DESIGNED BY, A CHECKED BY, ll-_r, HR SHEET NO, Hwm16 JOBS/LANDSCARCH/ALTMAN/SANFORD/LNDSCARCH/HRDSCAPE/LAYOUT/HRD—LAYOUT,DWG r i, SHEET 16 OP' 23 yJ TYPICAL CONCRETE 51DEW LK ALONG FAF N.T.S. 1 I. I .V. II IIIIIIIilllllilll IIIIIIIIIIII IIII I IIII III IIIIIIIII ,�_ lumu-1) IIIIIIIIIIIillllllll H-19 JOBS/LANDSCARCH/ALTMAN/SANFORD/LNDSCARCH/HRDSCAPE/LAYOUT/HRD-LAYOUT,DWG T*,rf=[C:AL CONCRETE IIIIIIIIIIIIIIIIIIII IIIIIIIIIIII I IIIIII I IIII IIIIII III IIIIIIIIIIIIIIIIIIII op 4p 89 16, NORTH JUDS/LANDSCARCH/ALTMAN/SANFORD/LNDSCARGH/HRDSCAPE/LAYOUT/HRD—LAYOUT,DWG Y�•1 r �n ' n � y c ) c� �M � H WvW o O 3 11► ZZH- - �l!l111�� UUC)� luonp zzz U cn v) +- zppzQ 110OQ � o w tL1 0 vie 0 E:Bsd y fl:�y DATE; 8/22/0 SCALE, PROJECT NO,, 0005.1 DRAWN BYi SA DESIGNED BYi AM CHECKED BYi H i ilk �k SHEET 18 OF 2 l'-6" WIDE x 6" 3000 PSI CONCRETE HEADER BAND w/(2) #5 REBARB CONT. w/(2) #5 REBARB CONT. ASPHALT PAVING (REFER TO CIVIL DRAWINGS) SINGLE ROWLOCK BANDS OF RECTANGULAR PAVERS OF 'APPIAN-STONE, COLOR: TAN, SECURED IN PLACE WITH MORTAR, MITER ALL CORNERS AT 45' ANGLE, 3 1/8" THICKNESS, INSTALL & SEAL PER MANUFACTURE'S SPECIFICATIONS (PAVER SYSTEMS INC.' OR APPROVED EQUAL). SAND SWEPT JOINTS RUNNING BOND PATTERN WITH MIX OF RECTANGULAR AND SQUARE PAVERS OF "APPIAN- STONE" . COLOR MIX III 3 1/8" THICKNESS, TO BE INSTALLED & SEALED PER MANUFACTURER'S SPECIFICATIONS. (PAVER SYSTEMS INC.' OR APPROVED EQUAL). 1-2" COMPACTED SAND SETTING BED (REFER TO MNFR'S SPECS) 8" SOIL CEMENT BASE, PER CIVIL ENGINEER'S DRAWINGS PER SUBGRADE ENCINEER S DRAWINGS. AASHTO T-180, d O O 77 O O O 0000 O 00000U0000000 O O 0 0 0 0 0 0,�0,�0—000000000 ENTRANCEDRIVE PAVING ING 5ECTION Scale: 1"=1'-0" I H-19 RUNNING BOND PATTERN WITH MIX OF RECTANGULAR AND SQUARE PAVERS OF "APPIAN- STONE" . COLOR MIX Il: (RED & CHARCOAL GREY), 3 1/8" THICKNESS, TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. (PAVER SYSTEMS INC.' OR APPROVED EQUAL). BANDING RADIATING FROM CENTER PLANTING ISLAND: DOUBLE ROWLOCK BANDS OF RECTANGULAR PAVERS OF "APPIAN-STONE", COLOR: TAN, SECURED IN PLACE WITH MORTAR, MITER ALL CORNERS AT 45° ANGLE, 3 1/8" THICKNESS, INSTALL AND SEAL PER MANUFACTURE'S SPECIFICATIONS. (PAVER SYSTEMS INC.' OR APPROVED EQUAL). SAND SWEPT JOINTS RUNNING BOND PATTERN WITH MIX OF RECTANGULAR AND SQUARE PAVERS OF "APPIAN-STONE': COLOR MIX /// 3 1/8" THICKNESS, TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. (PAVER SYSTEMS INC.' OR APPROVED EQUAL). 1-2" COMPACTED SAND SETTING BED (REFER TO MNFR'S SPECS) 8" SOIL CEMENT BASE, PER CIVIL ENGINEER'S DRAWINGS 12" SUBGRADE COMPACTED TO 981-. AASHTO T-180, PER CIVIL ENGINEERS DRAWINGS. U U U U U O O O O O 010 O O O 00000000000000000000000 0,000000 TRAFFIC ROTARY AND1N /PAV1N SECTION Scale: 1"=1'-0" I H-19 PLANTING AREA, RECESSED 1 1/2" BELOW TOP OF PAVERS SINGLE ROWLOCK BAND OF RECTANGULAR PARVERS OF "APPIAN-STONE"- COLOR: "BUFF", SECURED IN PLACE WITH MORTAR, MITER ALL CORNERS AT 45' ANGLES, 2 3/8" THICKNESS, TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS (PAVER SYESTEMS, INC. (TARMAC)). PAVERS TO BE SEALED PER MANUFACTURES SPECIFICATIONS, COLOR: BENTCREEK RUNNING BOND PATTERN WITH MIX OF RECTANGULAR AND SQUARE PAVERS OF "APPIAN- S TONE"- COLOR: BENTCREEK 2 3/8" THICKNESS, TO BE INSTALLED & SEALED PER MANUFACTURER'S SPECIFICATIONS (PAVER SYSTEMS, INC (TARMAC)). DOUBLE ROWLOCK BANDS OF RECTANGULAR PAVERS OF "APPIAN-STONE"- COLOR: 'BUFF", SECURED IN PLACE WITH MORTAR, MI TER ALL CORNERS AT 45- ANGLES, 2 3/8" THICKNESS, TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS (PAVER SYSTEMS, INC (TARMAC). ALL PAVERS TO BE SEALED PER MANUFACTURE'S SPECIFICATIONS. COLOR: BENTCREEK MARBON INCORPORATED, CAST STONE PRODUCTS, POOL COPING. 2" HIGH x 12 DEEP x 36" LONG" (CUT TO FIT) FULL BULLNOSE, NO-PC-2 COLOR 'BUFF" OR APPROVED EQUAL BY OWNER. INSTALL & SEAL PER MANUFACTURE'S SPECIFICATIONS PROVIDE 1" REVEAL RAINBOW TILE NERO MARQUINA #15, SICIS PER BSLED HEET)2'x 12" SHEETS W/ 6 STRIPS RAINBOW TILE CERDOMUS, 6"x 6" SATURNIA - --• ::,.•. - ::..:, .<....:....... ...:....� PROVIDE 4"x 4" VOLCANO EVERY 6TH COURSE. ----�� O O O O O v O O O O 0 O v O\ • O O O00 O O O O RAINBOW TILE NERO MARQUINA #15, SICIS — - TUMBLED (12"x 12" SHEETS W/ 6 STRIPS PER SHEET) _ DIAMOND BRIGHT N COMPACTED SUBGRADE _ SPA BENCH, 23" DEEP FROM BOTTOM OF POOL COPING DIAMOND BITE 1-2" COMPACTED SAND SETTING BED (REFER TO MNFR'S SPECS.) TOP V CAP TILE TOLCANO BENCH AND STEP EDDGESGES (TYP.) 12"4" COMPACTED SHELL ROCK BED NOTE: SEAL ALL MARBLE WITH IMPREGNATOR. REFER TO POOL CONTRACTOR'S SHOP DRAWINGS. SPA STEPS: RISERS = 12" (TYP.) BOTTOM RISER = 6" TREADS: 9" (TYP.) 5 Ci I ON THROUGH 5PA AND D E CSC Scale: N.T.5. I H-19 SEE TYP. RUNNING BOND PATTERN SPEC. THIS DETAIL. SEE TYP. SINGLE ROWLOCK BAND SPEC THIS DETAIL. 12" (TOP TREAD) KNEE WALL SINGLE ROWLOCK BANDS OF RECTANGULAR PAVERS OF 'APPIAN-STONE , COLOR: BUFF, SECURED IN PLACE WITH MORTAR, MITER ALL CORNERS AT UPPER DECK 45' ANGLE, 2 3/8" THICKNESS, INSTALL PER MANUFACTURE'S SPECIFICATIONS. (PAVER SYSTEMS INC.' OR APPROVED EQUAL). 1 /2 1-2" COMPACTED SAND SETTING BED 0 0 0 0 0 0 <. ° �� (REFER TO MNFR'S SPECS) 0 0 0 0 0 0 0 - ° ; a :. 4" COMPACTED SHELL ROCK BED R ' a • : 4 cp \ RUNNING BOND PATTERN WITH MIX OF RECTANGULAR AND SQUARE PAVERS OF 'APPIAN-STONE'- COLOR: BENTCREEK HICKNE T SS 0 BE INSTALLED PER MANUFACTURER S Sp CIFICATIONS PAVER SYSTEMS, INC (TARMAC) ALL PAVERS TO (MANUFACTURE'S . BE SEALED PER SPECIFICATIONS. PRECAST TREAD \' • MARBON INCORPORATED CAST ° 4� °a'. °, ° LOWER DECK STONE PRODUCTS, No. ST-4, TOP RISER: 1 1/2" HIGHT x 12" DEEP `°. a • .. ";c.:i::::'.:: °. :_:;;;:.:;:, ::.:'";`.`'::,:;';:•:`..;;:::: TYP. RISER: 1 1/2" HIGH x I3 1/2" DEEP 4 •. •„ . ••, O O O O O O O O O O .° .112 COMPACTED SUBGRADE PRECAST RISERS t MARBON INCORPORATED CAST STONE PRODUCTS, No. R-1 4 1/2" x 1" CUT TO FIT BY LENGTH loll 4" 5TEP5 SECS" ION 'Al Scale: 1"=1'-O" 1-1-19 SEE TYP. RUNNING BOND PATTERN SPEC. THIS DETAIL. SEE TYP. SINGLE ROWLOCK BAND SPEC THIS DETAIL. 12" SINGLE ROWLOCK BANDS OF RECTANGULAR PAVERS OF 'APPIAN-STONE", (TYP.) COLOR: BUFF, SECURED IN PLACE WITH MORTAR, MITER ALL CORNERS AT KNEE WALL 45' ANGLE, 2 3/8" THICKNESS, INSTALL PER MANUFACTURE'S SPECIFICATIONS. UPPER DECK I (PAVER SYSTEMS INC.' OR APPROVED EQUAL). °. •• • 1-2" COMPACTED SAND SETT ING BED 1/2" NOSE BEVEL (REFER TO MNFR'S SPECS) '�y°a & #4 REBAR 4" COMPACTED SHELL ROCK BED ;0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RUNNING BOND PATTERN WITH MIX OF RECTANGULAR AND SQUARE 0,0 O O -0,0, O ° ' ° PAVERS OF 'APPIAN-STONE"- COLOR; BENT CREEK : • aQ . , '°• 2 3/8" THICKNESS, TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS (PAVER SYSTEMS, INC (TARMAC). ALL PAVERS TO a� : ° a. •• BE SEALED PER MANUFACTURE'S SPECIFICATIONS �. .' O/ram ° •1 REINFORCED CONCRETE STEPS W/ ° a• • �;� ° .:, \ LOWER DECK 4 REBAR 12' 0. C. MA A # M EACH VIA Y 4 ( ) STAIR TREAD TO RECEIVE STIFF BROOM FINISH ..�;.Q ° ° d4° 0000000000000 COMPACTED SUBGRADE loll 4" NOTE: CONTRACTOR Tt'"- COORDINATE TREAD/RISER QUANTITIES BASED ON PLANE.,. 5` EP5 5ECiION '5' Scale: 1"=1'-O" N-19 PLANTING AREA, RECESSED 1 1/2" BELOW TOP OF PAVERS - SINGLE ROWLOCK BAND OF RECTANGULAR PARVERS OF "APPIAN-STONE"- COLOR: 'BUFF" SECURED IN PLACE WITH MORTAR, MITER ALL CORNERS AT 45' ANGLES, 2 3/8" THICKNESS, TO BE INSTALLED & SEALED PER MANUFACTURE'S SPECIFICATIONS (PAVER SYESTEMS, INC. (TARMAC)). RUNNING BOND PATTERN WITH MIX OF RECTANGULAR AND SQUARE PAVERS OF 'APPIAN-STONE"- COLOR: BENTCREEK 2 3/8" THICKNESS, TO BE INSTALLED PER MANUFACTURER'S PAVERS TO BE SEALED PER MANUFACTURE'S SPECIFICATIONS. COLOR: BENTCREEK DOUBLE ROWLOCK BANDS OF RECTANGULAR PAVERS OF "APPIAN-STONE"- COLOR: "BUFF", SECURED IN PLACE WITH MORTAR, MITER ALL CORNERS AT 45' ANGLES, 2 3/8" THICKNESS, TO BE INSTALLED & SEALED PER MANUFACTURER'S SPECIFICATIONS (PAVER SYESTEMS, INC. (TARMAC)). MARBON INCORPORATED, CAST STONE PRODUCTS, POOL COPING. — 2" HIGH x 12 DEEP x 36" LONG" (CUT TO FIT) FULL BULLNOSE, NO-PC-2 COLOR 'BUFF" OR APPROVED EQUAL BY OWNER. INSTALL & SEAL PER MANUFACTURE'S SPECIFICATIONS. PROVIDE I" REVEAL RAINBOW TILE NERO MARQUINA 1115, SICIS TUMBLED (12"x 12" SHEETS W/ 6 STRIPS PER SHEET) RAINBOW TILE CEROOMUS, 6"x 6" SATURNIA PROVIDE 4"x 4" VOLCANO EVERY 61H COURSE. RAINBOW TILE NERO MARQUINA #15, SICIS TUMBLED (12"x 12" SHEETS W/ 6 STRIPS PER SHEET) MARCI TE DIAMOND BRIGHT :.:..• .:. :..,... ::"; TOP V CAP TILE TOLCANO_00 O 0000 00000000000 POOL GUTTER AND POOL STEP EDGES (TYP.) 12" GUTTER (TYP.) COMPACTED SUBGRADE REFER TO POOL CONTRACTOR'S ;F SHOP DRAWINGS. 1-2" COMPACTED SAND SETTING BED (REFER TO MNFR'S SPECS.) 4" COMPACTED SHELL ROCK BED SECTION THROUGH POOL WALL N.T.5,I H -19 4" THICK CONCRETE SIDEWALK (TYP.) 6"x6" LANDSCAPE TIMBER FORMING TOT LOT EDGE (TYP.) 1/2" CONTROL JOINT FILLED WITH JOINT FILLER DOWEL SIDWALK SECTIONS FINISHED GRADE (TYP.) FIBRR WOOD FIBRE 8" TO 12" DEEP, INSTALL PER MANUFACURES SPECIFICATIONS 4ag44gq 4q4 Qg44q 4ggQ44QQ4q 44g4QQ444g44Qq 44g14 q4 4 4 q4 4 4 qq 4 44 4 4 QQ 4 4 q4 4 4 4 4 q4 4 4 q4 4 ° QQ 4g4qQAg44g4qq444q4Qq44Qq444q44q444 ° :; s' °. 4 Q 4 g 4 Q 4q laQ a4 Q Q4 4 Q a4 Q 44 4 Q9i qQ q Qq QQ q4 q `--CLEAN COMPACT SUBGRADE (TYP.) SIDEWALK/F-15AR OVERLAP DETAIL 5ca le: 1" =1' -O" 4 " PERFORA TED PVC DRAIN PIPE W/GEOTEXTILE FILTER WRAP. FINISHED GRADE z' 0 o0O °OO°ooO o°O o ,o0Oo°°ti 0 GEOTEXTILE FlL TER WRAP FABRIC EXISTING SUBGRADE NOTE: 5lw! E PIPE TO PROVIDE POSITIVE DRAINAGE. k:�URFACE DRAINAGE Sca le: N.T.S. I --19 H-19 PLANTING AREA, RECESSED 1 1/2" BELOW TOP OF PAVERS SINGLE ROWLOCK BANDS OF RECTANGULAR PAVERS OF "APPIAN-STONE", COLOR: BUFF, SECURED IN PLACE WITH MORTAR, MITER ALL CORNERS AT 45' ANGLE, 2 3/8" THICKNESS, INSTALL AND SEAL PER MANUFACTURE'S SPECIFICATIONS. (PAVER SYSTEMS INC.' OR APPROVED EQUAL). RUNNING BOND PATTERN WITH MIX OF RECTANGULAR AND SQUARE PAVERS OF 'APPIAN-STONE'- COLOR: BENTCREEK 2 3/8" THICKNESS, TO BE INSTALLED & SEALED PER MANUFACTURER'S SPECIFICATIONS (PAVER SYSTEMS, INC (TARMAC)). 1-2" COPACTED SAND SETTING BED (REFER TO MNFR'S SPECS) F 4" MPACTED ELL CK r—OCOMPACT EDHSUBGRO DE BED IIIII• • • • • • • • • • • • 0,10 • • • • • • • • • • • • • • • • • PAVER WALKWAY 5 Ci I ON Scale: 1"=1'-0" LH 19 JOBS /LANDSCARCH/ALTMAN/SANE❑RD/LNDSCARCH/HRDSCAPE/WALLS /FLANNIGAN-REVS1-9-01/ �i w A u,yn� U y .� w w u ce-) CCU Va �D O F+ rC W '... 0 V) - w a U Z Oa �. ZZ� w d Z L0 JZ< gz Z flwg w S �o� LL Y }• :E U lu > z o u- Q IK Q U uj w a 0 w ox Lu Ogg CL DATE, 8/ /00 SCALEi SEE PLANS PROJECT NO,, 00056.01 DRAWN BY, SA DESIGNED BYr BHR CHECKED BY, JMF 11_ _ II R. 0. W. SIDE OF SIGNAGE WALL 2' 6' BRICK BUFFER WALL 4' F 6' 11' NORWEGIAN BRICK PILASTER LOCATED REAR OF SIGNAGE WALL, CENTERED. MARBON INC., CAST STONE PRODUCTS, WALL CAP BOTTOM DIM = 9"' PRODUCT NO. WC-8 FORM TO RADIUS OF WALL DOUBLE ROW STANDARD BRICK SOLDIER COURSE, COLOR TO MATCH SIGNAGE WALL BRICK. J� {--� STANDARD BRICK ROWLOCK COURSE, COLOR TO MATCH SIGNAGE WALL BRICK. 12"x 12" TILE TILTED 4,5, COLOR TO BE SELECTED BY CLIENT PRIOR TO CONSTRUCTION. ' 6" NORWEGIAN BRICK (TYP.), STANDARD RUNNING BOND PATTERN, I MARBON INC., CAST STONE PRODUCTS, WATER TABLE MOLDING NO. M-14, 6" HT, x 3 3/8" WIDE OVERALL DIMS. MARBON INC., CAST STONE PRODUCTS, WALL CAP BOTTOM DIM = 9 , PRODUCT NO. WC-8 BLACK IRON PICKET FENCE ON BRICK WALL. ------ OOOOOOOOO------_..... ... .... __...- OOO 1I Main Entrance 5 i cgna es Concept MARBON INCORPORATED, CASTSTONE PRODUCTS, PRECAST WALL CAP 24" DIM AT BASE = 26", DIM. ACROSS TOP = 28" PROVIDE I" REVEAL OGEE HEADER COURSE 8"x 3 5/8"x 2 1/4" �---PROVIDE 3" REVEAL 6" JUMBO NORWEGIAN BRICK (5 5/8" x 2 5/8" x 11 5/8 ") STANDARD RUNNING BOND PATTERN, COLOR TO MATCH o � r � SIGNAGE WALL MORTAR JOINT (TYP.) REBAR EACH CORNER (4 TOTAL), POUR ALL CELLS SOLID - LADDER TIES EVERY 6TH COURSE DISTANCE I VARIES I PROVIDE REQUIRED IT OVERLAP (TYP.) YJ BARS EACTI CORNER (4 TOTAL) POUR ALL CELLS SOLID EACH SIDE FINISHED GRADE N CLEAN COMPACTED I ( BACKFILL (TYP.), p' `a •` '. ' ;'' CONCRETE FOOTING (TYP.) N ;jam ;;�;;�. .'�..;j,. •�� 3 MIN. COVER (TYP.) I �5©16" 3'- 0" 2411 Entry 5i nage Column Detail SCALE: 1/2" = II-011 b 20 Scale: 1/211=1'-011 [�-_20 IMPERIAL D-MODIFIED MONUMENTAL IRON WORKS FENCE, MODIFY STANDARD HT, FOR APPLICATION, BALL STYLE POST TOP OR APPROVED EQUAL. 1 1/2" x 1 3/8" U-CHANNEL RAIL 1 ROW OF RINGS 1 1/2" x 1 3/8" U-CHANNEL RAIL 3/4 " - 16 GA. PICKETS - 1 1/2" x 1 3/8" U-CHANNEL RAIL MARBON INC., CAST STONE PRODUCTS, WALL CAP N BOTTOM DIM = 9", PRODUCT NO. WC-8 CENTER CAP ON WALL (TYP.) NOTE,• FLAT WALL CAP USED IN CONJUNCTION - WITH PROPOSED FENCE RAKED MORTAR JOINT (TYP.) 6" NORWEGIAN BRICK (TYP. (55/8"x25/8"x 11518") STANDARD RUNNING BOND PATTERN, COLOR TO MATCH SIGNAGE WALL °0 �t- GALV. LADDER TIES CONTINUOUS EVERY 6TH COURSE (TYP,) REBAR, POUR ALL STEEL CELLS SOLID (TYP.) FINISHED GRADE (TYP.) #5 BARS @ 16" oc W/ 18" LAP N ? POUR ALL STEEL CELLS SOLID (TYP.) ALTERNATE DIRECTION OF HOOKS IN FOOTING (TYP.) �, ...;: d�, ......• : .' 3" COVER (TYP.) ' ' ''.•"'.' 4 # 5 BARS EVENLY SPACED CONTINUOUS WITHIN WALL FOOTER (TYP.) CONCRETE FOOTING (TYP.) 3'-0" #5 @ 32" oc Srick Wall/Fence 5ection Scale: 1/2"=1'_011 6' PICKET FENCE W/48" BRICK WALL 1 GROUT TOP OF PILASTER TO PROVIDE POSI TI VE RUNOFF. 6" NORWEGIAN BRICK PILASTER CENTERED MARBON INC., CAST STONE PRODUCTS, WALL CAP REAR OF SIGNAGE WALL (SEE ELEVATION) BOTTOM DIM = 9", PRODUCT NO. WC-8 REBAR BOTH CORNERS OF PILASTER, FORM TO RADIUS OF WALL CENTER STEEL IN CELLS, POUR DOUBLE ROW STANDARD BRICK SOLDIER COURSE BOTH STEELS CELLS SOLID. 8"x 3 1/2 "x 2 3/4" STANDARD BRICK ROWLOCK COURSE, COLOR TO — MA TCH NORWEGIANS PROVIDE 1" REVEAL FROM TILE FACE. N 6" NORWEGIAN BRICK (TYP.) (5 5/8 " x 2 5/8" x 11 5/8 ") <r STANDARD RUNNING BOND PATTERN, W COLOR TO MATCH SIGNAGE WALL 1/2" BED SETTING FOR TILE (TYP.) U� Q 12"x 12" TILE TILTED 45, COLOR TO BE SELECTED BY CLIENT PRIOR TO CONSTRUCTION. o Q z 18" LETTERING, CAPITAL LETTER, FONT TYPE d o AND COLOR TO BE SELECTED BY OWNER. J PIN IN PLACE, EPDXY PIN BED SETTING. 115 BARS (©16") WITHIN SIGNAGE WALL AND PILASTER j o POUR ALL STEEL CELLS SOLID (TYP.) o� GALV. LADDER TIES CONTINUOUS EVERY 6TH COURSE WITHIN SIGNAGE WALL (TYP.) GALV. LADDER TIES TYING SIGNAGE WALL TO PILASTER, EVERY OTHER COURSE (TYP.) MARBON INC., CAST STONE PRODUCTS, WATER TABLE MOLDING NO. M-14, 6" HT x 3 3/8" WIDE OVERALL DIMS. °p PROVIDE 3/4" REVEAL PROVIDE 30" LAP SPLICE (TYP.) 6" NORWEGIAN BRICK (TYP.) (5 518" x 2 5/8" x 11 5/8 ") STANDARD RUNNING BOND PATTERN, RAKED MORTAR JOINT (TYP.) N FINISHED GRADE (TYP.) ©STEELcCELLS POUR ALL SOLID (T p•)LAP ��j�.� ��.•+ 3 COVER TYP. •':.' ' ' % . • . d.. : ' ' "' 7 # 5 BARS EVENLY SPACED CONTINUOUS WITHIN WALL FOOTER (TYP.) CONCRETE FOOTING (TYP.) 5'- 0" 24" STANDARD BRICK WALL CAP PROVIDE 2" REVEAL PROVIDE 2" REVEAL �----PROVIDE 2" REVEAL 6" JUMBO NORWEGIAN BRICK (5 5/8" x 2 5/8" x 11 5/8') STANDARD RUNNING BOND PATTERN, COLOR TO MATCH SIGNAGE WALL MORTAR JOINT (TYP.) z I REBAR EACH CORNER (4 TOTAL), \ I POUR ALL CELLS SOLID DISTANCE I LADDER TIES EVERY 6TH COURSE VARIES I 18 LAP (TYP) I � 115 BARS EACH CORNER (4 TOTAL) POUR ALL CELLS SOLID EACH SIDE FINISHED GRADE I CLEAN COMPACTED BACKFILL (TYP.), IF- CONCRETE� ' FOOTING (TYP.) 3" MIN. COVER TYP. fT 4# 5 CON T #5 © 16" � 111 „. 1 1 .. 1 .1 r 1 1 1-20 5CALE: 1/2" = I'-011 T-111, 5igna ge Wall Section 'A' -',4' 5ca le: 1/2"=1'-011 1 H-20 {1�� H-20 STANDARD BRICK ROW LOCK WALL CAP PROVIDE 1 1/2" REVEAL , BOTH SIDES (TYP.) BRICK COLOR TO MATCH SIGNAGE WALL 6" NORWEGIAN BRICK (TYP. (55/8"x25/8"x 11 518') STANDARD RUNNING BOND PATTERN, COLOR TO MATCH SIGNAGE WALL REBAR, POUR ALL STEEL CELLS SOLID (TYP.) RAKED MORTAR JOINT, TYPE S MORTAR (TYP.) PROVIDE 30" LAP SPLICE (TYP.) GALV. LADDER TIES CONTINUOUS EVERY 6TH COURSE (TYP.) #5 BARS @ 16" oc W/ 18" LAP FINISHED GRADE (TYP.) 2" PVC DRAIN PIPE THRU WALL, 100' O.C. (TYP.), RUN OUT TO FINISHED GRADE ON BACK SIDE OF WALL. JB-SURFACE DRAINAGE (SEE LAYOUT PLANS FOR LC CONCRETE FOOTING (TYP.) SEE 5/H20 FOR FTC INFO V E3rick Wall Section Scale: 1/2"= I'-011 - (I �1 JOBS/LANDSCARCH/ALTMAN/SANFORD/LNDSCARCH/HRDSCAPE/W,1L S/FLAN IGAN-REVt1-9-QI/DE"FAILS,dwg ,y 'i n o � v 10 � w W U cry b4 51 a y CCU ab y A w e a w z a =r z z 1 w6Z Jz0 q� j z =t� ~Z `` w z L_ LL U 0 u� a u a "L � v� o� w e a Q 0 DATE; 8/ 2/00 SCALEI SEE PLAN PROJECT" NO,t 0005 .01 DRAWN BY, Si A DESIGNED BY, H CHECKED BY, JF cI N 4'-5" PIN/MORTAR WALL CAP IN PLACE MARBON INC. CAST STONE PRODUCTS. 1 1/2"x 10", SINGLE SIDED FULL BULLNOSE WALL CAP PROVIDE 1 1/2" REVEAL (TYP.) 32 1/4" WIDTH REGAL I SERIES OUTDOOR GAS BARBEQUE GRILL, N OPENING SIZE REQUIRED: 19 3/4" DEPTH, 1 Grill ;' 32 1/4" WIDTH, HEIGHT 12", OPEN FRONT. I . MARBON INC. CAST STONE PRODUCTS. 1 1/2"x 10", SINGLE SIDED FULL BULLNOSE WALL CAP FOR FRONT SHELF. #4 REBAR, POUR ALL STEEL CELLS SOLID (TYP.) 1/2" STUCCO FINISH, COLOR TO BE SELECTED BY OWNER ==4 . B" x 8" x 16" CMU N q I `:. I : • 1/2" STUCCO FINISH TO 4" BELOW FINISH GRADE (TYP.) —I= ,:,' : ' I • ,•• MORTAR JOINT (TYP.) Y Front cut -Away r= leva t i on 5'-0" 49 1/2N N. ---- --- - - -- ---- — , r M-- � _ I I I i i Top View MARBON INC. CAST STONE PRODUCTS. 3"x 12", FULL BULLNOSE, No. PC-2 — FINISHED GRADE (TYP.) -CLEAN BACKFILL COMPACTED TO 95% MAX. DRY DENSITY (TYP.) 6114 REBAR EA WAY CONTINUOUS WITHIN WALL FOOTING (TYP.) PROVIDE 3" MIN. COVER (TYP.) 6#4 REBAR EA WAY CONCRETE FOOTING (TYP.) FUEL LINE 8" x 8" x 16" CMU 1/2" STUCCO FINISH TO 4" BELOW FINISH GRADE (TYP.) NALL CAP :ONCRETE FOOTING (TYP.) #? REBAR, POUR ALL STEEL CELLS SOLID (TYP.) 8" x 8" x 16" CMU NALL CAP/FRONT LEDGE MARBON INC. CAST STONE PRODUCTS. �- 1 1/2"x 10", SINGLE SIDED FULL BULLNOSE WALL CAP _-- REGAL I SERIES OUTDOOR GAS BARBEQUE GRILL, OPENING SIZE REQUIRED: 19 3/4" DEPTH, 32 1/4" WIDTH, HEIGHT 12", OPEN FRONT. '-- #4 REBAR, POUR ALL STEEL CELLS SOLID (TYP.) /- 1/2" STUCCO FINISH, COLOR TO BE SELECTED BY OWNER '- 8" x 8" x 16" CMU �-- 1/2" STUCCO FINISH TO 4" BELOW FINISH GRADE (TYP.) MORTAR JOINT (TYP.) 4' x 8" x 16" CMU 1ST COURSE FOR FRONT AND INTERIOR WALL. FINISHED GRADE (TYP.) CLEAN BACKFILL COMPACTED TO 95% MAX. DRY DENSITY (TYP.) 6#4 REBAR EVENLY SPACED �-CONTINUOUS WITHIN WALL FOOTING (TYP.) ,_----PROVIDE 3" MIN. COVER (TYP.) 6#4 REBAR EVENLY SPACED - CONTINUOUS WITHIN WALL FOOTING (TYP.) CONCRETE FOOTING (TYP.) Section NOTE. CONTRACTOR TO VERIP ' GRILL DIM N5 I CN PRIOR TO CON5TIRUCTION. SCALE: 3/4" = I' -Oil - F;.oe PICNIC AREA PLAN 2 SCALE: I/2" = I' -Oil H 4: ! "x 6" P. T P TIMBERS )WELED IN PLACE. SET FINISHED GRADE I" BELOW TOP TIMBER FINISHED GRADE PROPOSED GRADE EAN COMPACTED BACKFILL _EL DOWELS, 30" 0. C. (TYP.) WAS MFG. CO. INC. PQT/3-4UP TIONARY PEDESTAL TABLE. .E MOUNTING PEDESTAL - OF CONCRETE _L B-241S B2 PREMIER C CHARCOAL GRILL WITH ONAL UTILITY SHELF. >H RECEP TACL E -L TRII/B-20TP14 CNG-9740CL TRASHCAN & -2200CL LID. 30" Wood R(sta ining Wall � NOTE.- BULKHEAD DETAIL TO BE REVIEWED AND & SIGNED/SEALED -BY A STRUCTURAL ENGINEER SCALE: 1/2" = I'-O" UH-21 FOR PERMITTING PURPOSES. Wood 5ulkhead SCALE: 1/2" = I'-O" LH-21 PROPOSED GRADE SET AT BOTTOM OF WALL CAP. 4 " PERFORA TED Q z Q UNDERDRAIN WITH SOCK. Q � U o CLLQ lo PROVIDE LAP SPLICE (TYP.) j WATERPROOF MEMBRANE CAP TO FOOTING i MARBON INC. CAST STONE PRODUCTS. 1 1/2"x 10", SINGLE SIDED FULL BULLNOSE WALL CAP HORIZONTAL REBAR, CONTINUOUS WITHIN KNOCK -OUT BLOCK COURSE, POUR SOLID (TYP.) PROVIDE 1 1/2" REVEAL FROM STUCCO FACE (TYP.) KNOCK -OUT BLOCK COURSE, CONTINUOUS (TYP.) GAL V. LADDER TIES EVERY 2ND COURSE (TYP.) 1/2" SMOOTH STUCCO FACE TO WALL CAP COLOR TO BE SELECTED BY CLIENT PRIOR TO CONSTRUCTION #5©16"oc, GROUT ALL CELLS CONTAINING REBAR MORTAR JOINT (TYP.) 8"x8"x16" CMU STUCCO TO BE EXTENDED 4" BELOW FINISH GRADE. FINISHED GRADE —#5 ® 16" oc #5 © 1 �'ClOVIDE 18" LAP SPLICE (TYP.) f OUR ALL STEEL CELLS SOLID (TYP.) ALTERNATE DIRECTION OF HOOKS IN FOOTING (TYP.) — 4 "5 BARS EVENLY SPACED CONTINUOUS WITHIN WALL FOOTING (TYP.) PROVIDE 3" MIN. COVER (TYP.) CONCRETE FOOTING (TYP.) Retaining Wall � SCALE: 1/2" = 1'-0" LH-21 MARBON INC. CAST STONE PRODUCTS, 1 1/2"x 10", SINGLE SIDED FULL BULLNOSE WALL CAP �— PROVIDE 1 1/2" REVEAL FROM STUCCO FACE (TYP.) I ONE SIDE OF WALL. w CENTER LINE WAL #5 BAR CONTINUOUS WITHIN Q CENTER LINE BARS\ I KNOCK -OUT BLOCK COURSE, POUR SOLID (TYP.) cl- KNOCK -OUT BLOCK COURSE, CONTINUOUS (TYP.) W z I GAL V. LADDER TIES V, Q� EVERY 2ND COURSE (TYP.) O LO I STUCCO TO BE EXTENDED — 4" BELOW FINISH GRADE. �1 PROPOSED GRADE HORIZONTAL REBAR, CONTINUOUS WITHIN v � /� KNOCK -OUT BLOCK COURSE, POUR SOLID (TYP.) o .�..r KNOCK -OUT BLOCK COURSE, CONTINUOUS TYP. cn I 4' PERFORATED 1' p UNDERDRAIN WITH SOCK. �� #5 © 8" oc FILL ALL CELLS W/ GROUT 1 MORTAR JOINT (TYP.) �/-- 8 x8'x16 " CMU a l- ST 0 TO BE EXTENDED 4" BELOW FINISH GRADE. WA TERPROOF MEMBRANE FINISHED .GRADE FINISHED GRADE ?1�r FINISHED GRADE SED TO FOOTING I �,jf 2" ROCK BED, 12" DEEP (TYP.) PROVIDE LAP SPLICE (TYP.) Ij-`a#jl! POOL EQUIPEMENT SIDE II °O°o°o°O O°o°o°o°o°o°o°o°°°o°o°o°O°o°o°O°o°o° O O O o O O O O o 0 0 0 0 0 0 0 0 0 0 0 o C °°°°O°o°O°O°o°o°o°O°O°o°O°O°O°O°o°o°o°o°o°°°O O O O O O O O O O O 0000000000000, z o° 00 o 0 0 0 0 0 0000000000 0 0 0 > II ) 0 0 0 0 0 Onononon0n°n°n°n°n°n°n°n°n°n°n° C #5 BARS @ 12" ocC W/ 7 # 5 BARS CON T. #5 BARS @ 8" oc N "o' ... ,• • . REBAR EVENL Y SPACED CONTINUOUS WITHIN WALL FOOTING (TYP.) 6'-6' PROVIDE 3" MIN. COVER (TYP.) CONCRETE FOOTING (TYP.) NOTE: SIZE OF FOOTING, REBAR AND SPACING OF REBAR R TO BE DETERMINED BY STRUCTURAL ENGINEER. Pool l ui ment Wall � SCALE: 1/2" = I'-011 }-I-21 MARBON INC., CAST STONE PRODUCTS, WALL CAP 22 1/2" 22 1/2" CAP PEAK 16 1/2' PRODUCT NO. WC-8, CENTER CAP ON BRICK ENCLOSURE. CAP DIMS: LENGTH= 22 1 2", WIDTH = 16 1/2" CAP LENGTH CAP HEIGHT = 4 1/4 ' WIDTH 2 1/4" REVEAL (TYP.) 1 1/2" REVEAL - CARD READER 6 1/4" H. x 5 1/4" W. x GAP PLAN VIELU 4 1/4 (TOP) 3 1/4 (BOTTOM) DEPTH. _ Big WALL CAP <r j MARBON INC., CAST STONE PRODUCTS, FULL BULLNOSE COPING � CARD 1 3/4 H. x 7" W. x 9 1/4 L., COLOR TO MATCH WALL CAP, _ o READER Q 1 1/2" REVEAL _.----RAKED MORTAR JOINT (TYP. cr o s I/4 FOR CUT �OPING o C � 6" NORWEGIAN BRICK (TYP.) 5 5/8" x 2 5/8" x 11 5/8") \ v INSTALLATION W STANDARD RUNNING BOND PATTERN, COLOR TO MATCH o � Q SIGNAGE WALL o BULLNOSE Q » PROVIDE 18 LAP SPLICE TYP.) COPING rn o � v� C ' #5 BARS IN CORNERS, POUR ALL STEEL CELLS SOLID (TYP.) p FINISHED GRADE 4i IN MEDIAN oo ~o OFFSET 1-2" FROM B.O. C. PROPOSED T. 0. C. (BY OTHERS) — EN TR Y DRIVE SURFACE (BY OTHERS) SLEEVE FOR WIRING / TO BE COORDINATED o ? BY CONTRACTOR. JOINT FILLER MATERIAL BETWEEN B.O.C. & BRICK, ~ REBAR EACH CORNER (4 TOTAL) POUR ALL CELLS SOLID 12" 3" MIN. COVER (TYP.) KEY PAD ENCLOSURE FRONT ELEVATION CONCRETE FOOTING (TYP.) (TYP.) 12" NOTE: FOR THE CARD READER ENCLOSURE CLO5E5T THE GATES CONTRACTOR TO FIELD ADJUST DIMS. TO 36" NOTE: CONTRACTOR TO VERIFY DIMEN61ON5 OF CONTROLLER FACILTATE THE INFINITY L SYSTEM CARD READER 4#4 B THE READER'S DIME51ON5 ARE I6 7/6" x 12 1/4" x EQ. SPACED PRIOR TO ENCLOSURE GONSTRUC_TICN --ggNTROLLER TO 2 1/4" WHEN RECESSED, BOTH WAYS SIDE ELEVATION BE WIRED BY A FLORIDA LICE D ELEQTfzIC SECTION CONTRACTOR AND INSTALL '"I� PE LOCI Entru Ksu Pad rEnc losurte t7�+-a t 1 / t� / SCALE: 1/2" = 1'-O" J❑BS/LANDSCARCH/ALTMAN/SANFORD/LNDSCAR H-21 /HRDSCAPE/WALLS/FLFlNNIGAN-RE ' SI-9-01/DETAILS,dwg r �J �n n ti 1 CAP. ro ` ! COP) 29 1 •1� 0 y A t O oo H f A .UM It, 8/2 /00 SCALD SEE PLANS PROJECT N❑.t 00058.01 DRAWN BYi SAM DESIGNED BY; CHECKED BYi MF '-- _J I 7'-11 1/2" 0, C. (MAX.) jz 13'-1 " (FA CE OF COL UMN TO FA CE OF COL UMN z J U C I ti J J O U N� �v BALL STYLE POST TOP OR APPROVED EQUAL. 1 1/2" x 1 3/8" ALUMINUM U-CHANNEL TOP RAIL -I N 3" x 3" ALUMINUM SQUARE POST (TYP.) 1 1/2" x 1 3/8" ALUMINUM U-CHANNEL RAIL - -- f GATE HINGES MOUNTED TO 4"x4" STEEL POST l� TO BE LOCATED INTERNAL TO COLUMN (TYP.) 3/4" - ALUMINUM PICKETS (TYP.) N /-- 1 1/2" x 1 3/8" ALUMINUM U-CHANNEL TOP RAIL INS 3 13116" (TYP.) I 3 15116" MAX. (TYP.) z WINDSOR ALUMINUM FENCE DETAIL 4 PROVIDE SHOP DRAWINGS FOR OWNER REVIEW PRIOR TO FENCE INSTALLATION. HANDRAIL DETAIL SCALE: 1/2" = 1'-011 LIH422 7'-11 112" O.C. (MAX.) Lo CO N 3 13/16" (TYP.) 3 15116" MAX. (TYP.) ALUMINUM WINDSOR PLUS GATE DETAIL PROVIDE SHOP DRAWINGS FOR OWNER REVIEW PRIOR TO FENCE INSTALLATION. _ FOOL r-ENcE SCALE: 1/2" = 1'-011 [14-22 ALUMINUM WINDSOR PLUS SINGLE SWING GATE: PROVIDE SHOP DRAWINGS FOR OWNER REVIEW PRIOR TO FENCE INS TALLA TION. FINISHED GRADE PROVIDE 6" MIN. COVER ON ALL SIDES OF POST CONCRETE FOOTING BALL STYLE POST TOP OR APPROVED EQUAL, 1 1/2" x 1 3/8" ALUMMNNUM U-CHANNEL TOP RAIL 3" x 3" ALUMINUM SQUARE POST (TYP.) 1 1/2" x 1 3/8" ALUMINUM U-CHANNEL RAIL I ROW OF RINGS 3/4" ALUMINUM PICKETS (TYP.) 1 1/2" x 1 3/8" ALUMINUM U-CHANNEL RAIL FINISHED GRADE PROVIDE 6" MIN. COVER ON ALL SIDES OF POST CONCRETE FOOTING J %ILL VI ILL / VVI IVI V/\ nl / I\V YLL/ L\{Vr1L. 1 1/2" x 1 3/8" ALUMINUM U-CHANNEL TOP RAIL 1/4 " 0. C. 3 1/2" 0. C. N I ROW OF RINGS w U -- 3" x 3" ALUMINUM SQUARE POST (TYP.) N 1 1/2" x 1 3/8" ALUMINUM U-CHANNEL RAIL 3/4" ALUMINUM PICKETS (TYP.)-- 2" ALUMINUM SIDERAIL W/STANDARD CAP. LATCH HANDLE - MAGMA LATCH C) BY KANTSLAM o ; SELF CLOSING HINGES (TYP.) 1 1/2" x 1 3/8" ALUMINUM U-CHANNEL RAIL i' N 'o o z FINISHED GRADE PROVIDE 6" MIN. COVER m ON ALL SIDES OF POST CONCRETE FOOTING — I I �I _-1_ I- 3 15/16" (MAX.) T. 0. C. FINISHED GRADE 1-2 1/4" TO FACE OF COLUMN (TYP.) RESIDENCE ENTRY DRIVE NOTE: CONTRACTOR TO FIELD VERIFY LOCATION OF COLUMNS PRIOR TO FABRICATION OF GATES. SHOP DRAWINGS TO BE PROVIDED TO OWNER FOR REVIEW PRIOR TO FABRICATION. CENTER ISLAND WITH PA VERS Vehicular Entry Gate Data 1 I 13'-I " (FACE OF COLUMN TO FACE OF COLUMN -30" CENTER COLUMN SEE 24" SIGNAGE WALL COLUMN MARBON INCORPORATED, CASTSTONE PRODUCTS, PRECAST WALL CAP, DIM AT BASE = 34 ", DIM. ACROSS TOP = 36" •30 " CENTER COLUMN (SEE 24 " SIGNAGE WALL COLUMN DETAIL FOR MATERIALS SPECS. FOOTING AND STEEL REINFORCEMENT TO BE SPECIFIED BY STRUCTURAL ENGINEER. PROVIDE LATCH W/STRIKE STRAP PER MANUFACTURE'S SPECIFICATIONS �--CUES T ENTRY DRIVE MONUMENTAL IRON WORKS IMPERIAL STYLE GATE OR APPROVED EQUAL, CURVED TOP, 3 RAILS, I ROW RINGS, 3/4" PICKETS. SCALE: 1/2" = I'-011 LH-22 28'- 4 1/4" 0. C. zW z nl7n1 /l r)l- I A T/H I I / /(-"1"n 11� 9'-2 3/4 " 0. C. BALL STYLE POST TOP OR APPROVED EQUAL. z W k" 1 3/8" ALUMINUMNEL TOP RAIL v 1/4" 0. C./2" 0. C. r i 4 • 44. a Pedestrian mate rS-�� —�—W 2" (ABOVE SIDEWALK) .� a 4 sCAL1=: I/211 I'-D11 N-22 ALUMINUM WINDSOR PLUS SINGLE SWING GATE: PROVIDE SHOP DRAWINGS FOR OWNER'S REVIEW PRIOR TO FENCE INSTALLATION. 4 4 . ;o 4 4 a. Project Entry Pedestrian Cate � SCALE. 1/2" = I'_011 r 1T ELF M LOSING HINGES TYP.) LATCH HANDLE AGNA LATCH Y KANTSLAM —1-1 YVfvl IvIVI YVIVILJv I nL 11\l/Iv VVL/I\/\J IIVIVL-1\1/1L JI ILL Vf-11C V(l /-Irf-/-\V VF-U LQU/LIL. CURVED TOP, 3 RAILS, 1 ROW RINGS, 314" PICKETS. vehicular Exit Cate ]Detail SCALE: 1/2" = 1'-011 H-22 `- FINISHED GRADE FINISHED GRADE 3 13116" (TYP.) I 3 15/16" MAX. (TYP.) PROVIDE 6" MIN, COVER ON ALL SIDES OF POST I CONCRETE FOOTING WINDSOR PLUS GATE DETAIL �D' ENTRY FENCE PETAIL PROVIDE SHOP DRAWINGS FOR OWNER REVIEW PRIOR SCALE: 1/2" = 1'-011 TO FENCE INSTALLATION. H-22 SEE 24 " ENTRY SIGNAGE COLUMN FOR DIMENSIONS & MA TERIALS GATE MOUNTED DIRECTLY TO COLUMN. GATE HINGES PER MANUFACTURE'S SPECIFICATIONS 3/4" ALUMINUM PICKETS (TYP.) 2" SO. ALUMINUM TOP RAIL ALUMINUM RINGS (TYP.) 1 3/8" x 1 1/2" ALUMINUM U- CHANNEL TRUSS ROD 2" SO, ALUMINUM UPRIGHT 2" SO. ALUMINUM BOTTOM RAIL 14 " ENTRY SIGNAGE dN FOR DIMENSIONS TERIALS MOUNTED DIRECTLY TO dN. GA TE HINGES PER FACTURE'S SPECIFICATIONS ALUMINUM PICKET (TYP.) >. ALUMINUM TOP RAIL NUM RINGS (TYP.) x 1 1/2" ALUMINUM U-CHANNEL ROD (2 EACH GATE). UMI NUM SQ. UPRI GH T UMINUM SQ. BOTTOM RAIL NOTE: CONTRACTOR TO FIELD VERIFY LOCATION OF COLUMNS PRIOR TO FABRICATION OF GATES. SHOP DRAWINGS TO BE PROVIDED TO OWNER FOR REVIEW PRIOR TO FABRICATION. H-22 7'-11 1/2" 0. C. (MAX.) BALL STYLE POST TOP OR APPROVED EQUAL. 1 1/2" x 1 3/8" ALUMINUM U-CHANNEL TOP RAIL 3" x 3" ALUMINUM SQUARE POST (TYP.) 1 1/2" x 1 3/8" ALUMINUM U-CHANNEL RAIL 1 ROW OF ALUMINUM RINGS 3/4" ALUMINUM PICKETS (TYP.) 1 1/2" x 1 3/8" ALUMINUM U-CHANNEL RAIL A. PROVIDE 6" MIN. COVER ON ALL SIDES OF POST CONCRETE FOOTING JOBS/LANDSCARCH/ALTMAN/SANFORD/LNDSCARCH/HRDSCAPE/WALLS/FLANNIGAN—REVSI 20 cl w w •vl N • rd 0 M cn U 'C I �o V Ld Q o w V) z a ¢ Z w _< z u JZo ~ L W Ci a V)oLL may. r� a� UJ 0 a. a4Qa 0 0 o F W� awl 0 W 00 Ott 4:4 IL DATE, 8/22/00 SCALE, SEE PLANS PROJECT NO,1 00058.01 DRAWN BY1 A DESIGNED BY, CHECKED BY1 JF i L_.1. WINDSOR (WITHOUT RINGS AS SHOWN) TO BE USED THROUGHOUT THE SITE, OTHER THAN AT POOL AREA. PROVIDE SHOP DRAWINGS FOR OWNER REVIEW PRIOR TO FENCE INSTALLATION. 1 1/2" x 1 3/8" o U-CHANNEL TOP RAIL a o w� W rj� zc¢i� UPPER DECKm m 12 112" \~ 3 15/16" (MAX.)Q RISER/TREAD STEM WALL WALL 2" ( MIN.) \ z \ LOWER DECK 12 1/2" (MIN.) NOTE: HANDRAILS REQUIRED AT ALL STEP LOCATIONS WITH 4 OR MORE RISERS (TYP ) UPPER DECK � z TOP RISER STEP STEP STEP STEP BOTTOM RISER N� �z z LOWER DECK l 4' WIDE SIDEWALK 5'-4" WIDE STEM WALL UNLESS OTHERWISE NOTED ON PLANS Typ, 36 " 6tep Handrail Data i 1Ll:� SCALE: 1/2" = 1'-0" h-23 WINDSOR PLUS (W/RINGS) TO BE USED AT POOL AREA ONLY (SEE PLANS), j PROVIDE SHOP DRAWINGSFOR OWNER REVIEW PRIOR UPPER DECK TO FENCE INSTALLATION. / z TOP OF / ' N PLANTER m / WALL 1 1/2" x 1 3/8" ALUM. / TOP RISER U--CHANNEL TOP RAIL a v, STEP -3 15/16" MAX. / TOP OF ? o aa / STEP x PLANTER v Q WALL w UPPER DECK Q /12 1/2" � � ° L` Z STEP RISER/TREAD V) o Z STEP 6" +/- (TYP) + � J / BOTTOM RISER SEE PLANS 2MIN." / ( ) �, z N W Z � v LOWER DECK l 12 1/2" DE KR NOTE: HANDRAILS REQUIRED AT ALL STEP LOCATIONS / WITH 4 OR MORE RISERS (TYP. �,. SIDEWALK (WIDTH VARIES) Fool ,area Step Handrail beta i l 5CALE: 1/2" = 1'-0" L1423 112 THICK SMOOTH STUCCO FINISH TO MATCH ARCH. 1 112" BULL NOSE WATER TABLE, PIN TO CONCRETE COLUMN l "xl " BLACK TILE I TIMER SWITH BOX, 60 MINUTE TIMER \:_ \ ° I• a.° 4': LIGHT TEXTURE STUCCO FINISH TO MATCH ARCH. �= 8"x 8" SQUARE CONCRETE COLUMN W (2) L— 114 REBAR ELECTRIC CONDUIT 1 °I. COMPACTED SUBGRADE 4'. A °SPA TIMER 5OLLARD Scale: I"= I'-0" H-23 STEM WALL (TYP.) PLANTING AREA FINISHED GRADE PLANTER WALL (TYP.) 6 "x 6" CEDAR POST, 6' 0. C. SET IN SLEEVES 2 CEDAR WOOD RAILS COLOR OF POST AND RAILS TO BE LEFT NATURAL. LOCATE SLEEVES FOR RAIL POST DURING WALL CONSTRUCTION TO PREVENT DAMAGE TO GEOSYNTHETIC CQ cV w REINFORCEMENT ANCHOR VERTICA WALL UNIT.- 7.5"x17.9"xll " ® BATTER = 1/2" CLEAN COMPACT SUBGRADE L-1.11 L-FINISHED GRADE 0 FE ----- 0 , ADDITIONAL LAYER) '- I o Z NA TURAL x 0000 0 0 SUBGRADE o°o° 0000 °O°O D°0°0 0000 000002ND LAYER - 0000 -- ,00°0 0000 0000 0000 _ 0o0 0000 0000 - °o°oGEOSYNTHETIC FREE DRAINING A GGREGA TE REINFORCEMENT Do°o°IST LAYER 000 � a— 11 °°° uoo o"oe000u0000eoov .Il 000aou°o°o°0000 °o°ono _.� FINISHED GRADE 6 MIN. COMPACTED GRANULAR BASE. NOTE: ALL DIMENSIONS AND SUBGRADES TO BE REVIEWEDANID APPROVED 5Y STRUCTURAL ENGINEER VERTICA OR VERTICA PRO UNITS CAN BE USED WITH REINFORCEMENT GRID. Vert ica Wall Sect ion with Railing / L 5CALE: 1/2" = I'-0" 112 THICK SMOOTH STUCCO FINISH TO MATCH ARCH. 1 112" DOUBLE BULLNOSE WATER TABLE, PIN TO CONCRETE COLUMN 1 "x1 " BLACK TILE 112" REVEAL, TOP & BOTTOM � \ SHOWER HEAD WITH PULL "0 DOWN LEVER & CHAIN INSTALL PER LOCAL CODES LIGHT TEXTURE STUCCO FINISH TO MATCH ARCH. ° 0 . - 8"x 8" SQUARE CONCRETE COLUMN W (2) #4 REBAR ° LIGHT TEXTURE STUCCO FINISH TO MATCH ARCH. ° 314" HOSE BIB WITH VACUMM BREAKER 1 "x I" NOTCH FORMED IN BOLLARD TO x RECEIVE PLUMBING 14 SMOOTH STUCCO FINISH TO MATCH ARCH. STUCCO TO 4" BELOW FINISHED GRADE (TYP.) :. POOL DECK .a 4 0 0� 0 000 0., G 4. �I 4 q 4 ° ° PLUMBING ' f I< ° r ` 7 Q) COMPACTED SUBGRADE '• d 1 CONCRETE 5HOWE R 5OL L ARID DETAIL 4 scale: I"= P-o" I H-23 H-23 10'-6" +/- DIA. '-FINISHED GRADE SET 1" BEL 0 W TOP OF SLAB 12" CONCRETE SLAB CLEAN COMPACT BACKFILL 6 "x6" W. W. M. ENTRY FOUNTAIN 51_45 DETAIL � 3� 5CALE: 1/2" = I'-0" N-23 r,� . 'L�" IrnL11 ( I l r,,I, U/VLLJJ OTHERWISE SHOWN ON PLANS 4' SIDEWALK PLAN DETAIL SCALE: 1/2" = I'-0" H-23 24" T SHOE ELEVATION 1 IS TYP.) .11 4" WOOL, 60 MINUi` lT TIMER TO BE LOCH TED A THER PROOF HOUSING, MOUNT T IT WITH STAINLESS STEEL CONNEC; ._ 'TIMER TYPE AND MODEL TO BE Sf}LECTED BY OWNER. I ALL El;"_ECTRIC CONNECTIONS TO BE MADE BY A FLORIDA STATE CERTIFIED ELECTRICAL CONTR::A-C'TOR. INSTALL PER LOCAL CODES LOCATE WIf:PING IN ELECTRIC PVC CONDUIT. SECURE CONLgUI T TO POST WITH STAINLESS STEEL CONNE0,TORS. TENN 15 COURT L IGHT5 T IM SCALE: 1/2" H-23 i r° l vo n m y +� C� D V,J n 3 w c/) CC3 •bq con 0 1Ic"ol y O y o' 'H o� O uj uj U Ld O Ld z Q t 5zl � QJ 2 "' �zz L i U Dz ff 1.; i -J v~i °Q rx� CD a i a z ~ O' u IL O O a Q a ~ 0 u W ftl�j jq olll to �Y t: ;. ate, ■ ,.�f ''44WIISSS777 DTffFT+ -40 � f 4 , 8/FRONT/fRE A �' ELEVATION S ALE, �'' 4� SEE 'LA S,.. 11JECT NOj 000,58 01 DRAIN BYi k Fe t OESIG ED : } > 13 ° NECKED BYi �1 to b S� E ST N O ,. 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