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HomeMy WebLinkAbout200 E Lake Mary 04-585, 04-734, 04-1023 New ConstructionPRE ENG, PRE MANUFACTURED WOOD TRUSS SYSTEM. SEE ADDITIONAL TRUSS SHOP DRAWINGS FOR SPECIFICATIONS ---� H�r EXTENT CMU WALL TO UNDERSIDE OF WOOD TRUSSES ----2X8 S.Y.P. #2 AT lb" O.C. MIN, OR BETTER WOOD STUD TOP ARCHED WALL W/ 5/8" STUCCO OVER 1/2" CDX -° f.a PLYWOOD ON 5IDE5 AND (2) 1/4 CDX PLYWOOD ON 1 ---TOP �— 1/2" X 8" J-50LT WITH MINIMUM (o" EMBEDMENT 16" O.C. AND r " MAX. FROM - I EDGE I - 5TEPED CMU WALL WITH LINTEL / "U-BLOCK BEAMS. SEE STRUCTURAL ELEVATION FOR ADDITIONAL INFORMATION 5/5" - 2" STUCCO ON _ CMU TO PROVIDE VERTICAL STEP LEVELS. SEE ELEVATIONS ELSEWHERE. _ f SELF SGPPOP SIGN TO BE DESIGNED, 1 ENGINEERED AND MANUFACTURED BY SIGN 2Xh WOO JOIN SYSTEM I MANUFACTURER l SEE ADDITIONAL SIMPSON 29, JOIST HANGER 4 SHOP DRAWINGS ELSEWHERE l f 24" DEEP LINTEL SEAM W1 21'-8" OVERALL SPAN. CONNECT "5 REBAR INTO FILLED CELLS MINIMUM 1'-1s?�" FILL CELLS FROM 8'-O" AFF. THRU 12'-0" AFF. TO PROVIDE FOR SIGN ATTACHMENT. SU5PENDED ACOUSTIC CLG. 2X2 PANELS SUPPOPTED FROM BOTTOI'"'I OF TRU55 SYSTEM tA REFER TO DETAIL 2/3.1 6 RIGHT FOR NOTES 6 C.M.U. WALL 4 FND. Er 0 a 0 M>4R(SZUE W,4L-L DE�T,41L. 5GAILE: 3/4" C) c� CONTINUOUS SEALANT CONTINUOUS METAL GUTTER 6pERIMETER OF CANOPY PRE -FIN ROOF / CANOPY DECK d STEEL STRUCTURE RE: STRUCTURAL V_---. HIGH FARA ET CANOPY 5CALE: 3/4" = V-0 1 PRE -FIN ROOF / CANOPY DECK STEEL 5"x4" DEEP TURQUISE S-_--- --- FINISHED GALV. 22 GA. META CHANNEL W1 1/2 "HEMS, ATTACH W1 010 TEK SCREWS 19 2'-0" O.C. W/ BLUE NEON, CONT. --1/2" HEM, TYPICAL 9"X2" DEEP PiNK FINISHED GALV., 22 GA. METAL CHANNEL W1 1/2" HEMS, ATTACH W1 #10 TEK SCREWS 2'-0" O.C. W/ R05E NEON, CONTINUOUS PRE -FIN. MTL. FASCIA STEEL PURLINS E BRACING RE* STRUCTURAL. PRE -FIN ROOF / CANOPY DECK 4 STEEL at _O,' UJA5H B Y WALL DETAIL 5GALE: 3/4" d'-O" HIGH F'ARAf=ET CANOPY SCALE: 3/4"=V-®" fINTERIf, UA! / - 15ED RE-0. LDR PRE ENG. MANUFACTURED 400D TRUSS 5Y5TEM. SEE ADOI i AL TRUSS SHOP WINGS FOR t L COLUMN , VACUUM BEYOND - COLUMN BY CANOPY j MFG'R., BEYOND ° -FIN. MTL. FASCIA I i I _L PURLINS 4 BRACING ` STRUCTURAL. -- 2X4 WOOD CROSS 5RACE FROM TRU65 TO TRU566 24" O.C. 5/8" GWB OVER WOOD TRUSS SYSTEM EACH END JOIST IS TO 5E ATTACHED TO CMU WALL (NOT SHOWN) W/ 4 TAPCONS 3" MINIMUM EM5E1 DENT INTO CMU_ AND 4 16d NAILS INTO 4X4 WOOD COLUMN (ALSO NOT SHOWN)_ SEE ADDITION "5K" OF FOR ADDITIONAL INFORMATION GR `�-1/2" MINIMUM COX PLYWOOD OVER 2X(o JOIST SYSTEM. r 2X0 WOOD JOISTS RESTING ON _AM FULL 4 ` SIDE FOR Ito GA,TOP TRACK ATTACHED SAGE TO THE 16 GA METAL STUD WALL e 16" O.C. ATTACH W12 SELF TAPPING SCREWS EACH. ACOUSTICAL CEILING AT l'-3' ONRY WALLS AFF. HUNG FROM 50TTOM OF AND AUTO WOOD JOIST SYSTEM =° CEIVE F.R.P. EQUIPMENT ROOM O#= I CE z U 3-5181' 20 GA. METAL STUD WALL WiTH _D S" CMU. a/S" GREEN50ARD. UP TO UNDERSIDE SAINT ALL OF WOOD TR J55 SYSTEM a _5, TYPICAL n 4" CONC, SLAB W/ 6Xfo '- 10-10 WWM ON 4" MIN COMPACTED 5A5E OVER COMPACTED SU5-GRADE OR FILL. 2-COURSE CMU WALL W/ CONCRETE SOLID FILLED CELLS, CAULKED. ON EQUIFMENT ROOM SIDE AT 5A5E ;_ - i :. tom• UCTURAL FOOTING# REFER TO FOUNDATION PLAN 0 0 ° CAST CONCRETE FOUNDATION tv CMU 4 CANOPY STRUCTURE, RE: STRUCTURAL V,4CUUM WALL D CONTINUOUS TREATED 2x8 PLATE W/ 5/6" A.B.' S'-0" O.C. f 20'-10" T.O.P. -o CONTINUOUS POND i BEAM W/ 2-114 DiA CONT., GROUT FILL tit W CAP AT LOW R PARAPET, 5EY0' ; )- EXTERIOR INSULATION 4 FINISH SYSTEM (E.IFS') ON CMU, RE: TO ELEVATIONS, SHEET 2.1 CEILING HGT. 0 OPENING FOR WASTE RECEPTACLE 4" CONCRETE CAP Michael Gleber — Associates, P.A. r Architecture, Interiors, Planning Ztj 918 NE 20th Avenue f Ft. Lauderdale, FL 33304 954 523-4450 v j FL License AR 0013490 I NCARB No: 39794 O 2003 Michael Gleber r3. Associates. PA a The professional services of the designer midlor Architect are undertaken tar and are VARIES W/ SLOPE perf in the interest of the project owner. No contractual obligation is asswned by Me benefit IN PAViNG � in eject aisting conditions: the designer and i or kchitect dWdans any responsibility for the existing bung strtichM site condtWn% exiafti; construction eiemerft or any other docu n-m ta, drawings, or other kmtnanents i' related to or Wended to be used for any fart ROUTE ALL CON �,� U I T or parts of the project; which do not bear the architects seal -E) E LOW (al" �.)E INThis drawl }has been tired by the Architect. or wafer the Architects direct Sian. This craving is provided as an FO NT-DA T I ON OR atstnument of services by the Designer / I Architect and Is intended for the use on this I BELOW Project only Pursuant to the Architeckoel Jf works Copyrighted Protection Act of IM. all Drawings, Specifications. k%a% and Designs, including ffte overall form, arrangement and coff4mmition of the spaces and elements appearing her h consfitufa the original, copyrighted work of the Architect. Not for txmstnnciion unless an aw"ble mrnits are obtained Any repxo&wfion, use, - discioaee of inn contained h wein wi#W the prW written consent of tine Aratltects is strictly prohibited (0 Copyright 20M by Michael Gleber and Associates PA 49 PRE -FIN. METAL CAP, SLOPE TO DRAIN Iz to .� CONTNNOUS METAL FLASHING 8 C COUNTER -FLASHING. MINIMUM 8" FROM FINISHED ROOF STEEL ROOF # STRUCTURE RE STRUCTURAL STRUCTURAL LEDGER RE:n�iD STRUCTURAL CIS ATTIC 5FAGE i`Co } cc Itt 12 STL. JOIST FOR BRACINGQ — MARQUE CANOPY. RE: - STRUCTURAL ? M C3a m-LL �cr aCL CL cc - SUSPENDED ACOUSTIC CLG. SYSTEM FILM -FACED R G. PANELS W1 MOISTURE PIE516TANT GRID ;QUI�"iROOM WALL DETAIL E ,11FMENT ROOM/0F � 50ALE: 3/4 =] -O FAa DATE 5 DATE AIL 2/3.} Q DATE: Z4 \ DATE:- 2 DATE: Per Owner I Contractor - w Rest DATE: 04/09/04 REVISIONS: RELEASED FOR: PERMIT DATE: 07/24/03 PROJECT. HBC-030-03 A 4 -�- ,-- 18 OF 22 ti pp >�.,, i-I.C. ADAPTAELE ,. 1 RESTROOM - © 10S r 1 X n <A 4, D` PER CLtiJER's R'cC,iU 57 i IEIiJ N.G. ADAPTABLE RE5T Oi I A � - 77 �J OPEN BAY STORAGE 1f08 ,A ;.: 2 A-3 a -a ^oo� �cNEDULE U �. i t i. � t= , �. i i �! - VISED T,4C� SizE TYPE DOOR CODE MATERIAL FRAME THRESHD 1HPWARE1 j/ EMAR<5 i �- PER GLbRVERS REGT'J 76 w H THK. - 1 3'-0' V-V 1 3/4' SUAWS C WOOD WOOD " � `` Z 3 0 (a - i 3/4 SWINCs A WOOD GWt3 C CLOSET 3 3'-0` 6'-8' 1 3!4' SWING G WOOD S AHU OSET 7 - - t' �- _ EQUAL 0 i EQUAL °`� ' 4 3'-0' V-8' 1 3/4' 5WINCz C WOOD WOOD V-V 13/4' DBL-51-FOLD A WOOD WOOD 1 i 5-10' 6'-8' i 3/4' DSL 8i-FOLD A WDOD WOOD 7/ / PER RE Ott$�ERS QUEST - 3®' X a2" GLGpR _ 3'- ?�' 6`-8` 1 3/4` SWING G WOOD WOOD - G - i i 4l4U CLOSET LOCATION REVISED AND CL05ET ADDED $ 5-'0' W-V 13/4' D15L-151-FOLD A WOOD WOOD - _ . X �, �;, EAR � - ;p`�,, `3 3 -0 h -8 1 3/4 1 SWING D WOOD WOOD MINiMtJM� 16 X 3 LOUVER 1=0R R/A 6_ I;) I OFFICE ® i - � 1 n���,,t i 1•LC,, t�FSTlwtn ! 104 = PER O'.UNER5 REQUEST UATPR NEATER RELOCATED m 10 '- " 3 0 �- "_--_-._- 6 8 1 3/4 SLUING E WOOD - -- METAL ;; ,. _ YES, _D A -- --= --- b I -HOUR C LAi3EL FIRE RATED DOOR (SEE NOTE w4 BELOW) �. CLOSET AN© CLOSET ADDED x I1 31-0' &'-8' 113/4' SWING D WOOD METAL 'YES ` C MINIMUM i6"X 36' LOUVER FOR R/A If0 ��. _ - 8'-i0 - - 14'-10"' TO EDGE OF SLAP r i n 4" 14'- o ' WOW AREA - 2 WORK AREA - 1 L � 3 SILENCERS GLYNN - JOR45ON i 103 EXIT N Dip" 3. PAINT TO BE DETEI1"I�D 102 o a 5 c E STOOCE P v w RECEPTION - " DBL 51-FOLD SGL_ 81-FOLD SUNG LOUVERED I-WR � ' �YQ�' 1-1/i PAIR HINGES STANLEY 4. �l NOTE 15 70 BE PLAC)=D ON BM 51)E5 OF DOOR'S j LU 101 - X FIFLAT RE RATED SWING CLC LSCHLAGE AS FOLLOWS: i if , 14 -10 TO EDGE OF SLAB 0— EXITG. 1 x7G. a ao a. • t 1 �` I m x 3 ," - JOHNSON LSILENCERS 1 1-1/z" HINGES STANLEY I LOCKSET SGHLAf 3 51LEZERS GLYw - JOHNSON I. " 1 WALL STOP IVES - STOREROOM OR JANITOR 1_1i2u PR HWES STAN.EY IL OGCSET SCH LA;CsE 3 SILENCERS GL.YNN - JOi NSON I WALL STOP IVES LI U C>00fRyGJ SCALE: N.T.S. NOTE, 1, An,1NOTE IS TO BE PLACED ON BOTH SIDES OF DOOR 08 AS FOLLOWS: "'NOT AN EXIT"" PER OLLNERS REQU T5 FIN}5N. SCHEDULE 15ED Room INT ERIOR 1 c1S10R FIN rJ, CLASS5:RATED • — TAG LOCATION FLOOR BASE WALLSCEILING CABINETS CEILING, REM 2. . ALL EXTERIOR DOORS, WINDOWS, WALLS, COLt.II" iN5 AND METAL STRUCTURE ARE BY AMERICAN BUILDING COMPANY. COORDINATE WITH METAL BUILDING SHOP DRAWINGS. i01 RECEPTION VCT VINYL PAiNT-# ACOUS?ICAL - 102 WORK AREA - 2 VCT VINYL PAINT-t 3. A HOLD HAS BEEN PLACED ON THE CERTIFICATE OF OCCUPANCE FOR THIS PERMIT UNTIL A FINAL FIRE 103 WORK AREA - 1 VCT VINYL PAINT-1 INSPECTION FROM THE OFFICE OF THE FIRE MAR -SHELL HAS BEEN CONDUL::TED AND APPROVED. PLEASE t04 HG. f�STROOM TILE / VCT TILE / YINY!_` TILE /PAINT-t CALL 1.401-$36DOIO TO SCHEDULE A FIRE INSPECTION -*NOTE., 48 HR5 NOTICE 15 RE 02Ul QUIP TO 105 CLOSET VCT YIN"YL PA(NT-1 -- - SCHEDULE AN INSPECTION. ,�, - _ _ - IOro OFFiCE: VCT VINYL PAiNT-1 - 10 77777777 1 A1-U CLOSET VCT VINYL P A(NT-1 _ _ 108 OPEN BAY STORAGE CONCRETE OPEN 70 STRUCTURE ' - OPEN 1015 ADAFT,645LE Hid,. RE3 TILE / VCT TILE VINYL TILE / FAINT -I , :: ACOUSTICAL' _ gl_�n —� ! _. LOO FLAN I i10 CLOSET VCT - - VINYL PANT-1 '`ACOUSTICAL i. R-5 WALL INSULATION AT THE PERIMETER IS 'TO MATCH BUILDING — - - A5 DE5IGNED IN SHELL PERMIT. a 2. NO COMBUSTIBLE MATERIALS ARE PERMITTED IN THE PLENUM SPACES, w 3. NO PVC SHALL BE USED IN THE PLENUM SPACES. 4. EXI5TINC-s BUILDING SHELL AND ENTRANCE S1-1ALL COMPLY WITH NFPA 101 � IN 1 rJ' H NOTE 5^ i F :z c AND FNFAPCA ANCDU FACBG CURRENT ED.INTERIOR BUILD -OUT SHALL COMPLY WALL . UI �INrN NOTE5 = N1vNQT'S ` }'I 5. ALL FLOOR LEVEL TO COMPLY WITH FSC. NO CHANGES VCT , PAINT -I - OF LEVEL SHALL EXCEED 1/2" ON AN ACCESSIBLE ROUTE. — SMAMN MOORE (OR F-OUAL), PAINT PAINT L ALL DOORS TO BE PAINT GRADE UNLESS NOTED MERGER OR EC3UAL APPLY TWO COATS OF PAINT TYR AT ALL OTHERUISE ON PLAN. DOOR NAME TO BE PANT 6, COMPLY WITH AND D RE DESIGN Or-ENTSPACES DE IICTE DI THESE PLANS �oLOR ANp 31 E TBD. PY OWNER FINISH ALL WALLS TO BE EGGSHELL F�l� 3lPARTITIONS,, RTI II NS, TOILET -1 ROOMSBALANET PARTIT10N3 2, INTERIOR WALLO 'AV' GRADE PRE4LING TO►iAtr1 COLONIAL aoRANctE PEELS GfNla� y ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 4X � CERAMIC T SHOWERYAREA ONLY TILE . COLOR TO B>= DETERMINED a TO BE FLAT RNlIW - EASY CLEAN aIALITY -1. ALL EXISTING CMU WALLS SHALL BE FINISHED WITH nix„ GYPSUM 4 X 4 CERAMIC IN SHOWER AREA ONLY - 7 BOARD OVER METAL FURRING CHANNELS WiTH MIN. R-5 WALL BASE COLOR AND STYLE T13D, SY OUWR IBC - NFPA 9@ A (1939) SECTION 1-310.1 (A) j INSULATION BETWEEN, TO 9'-ro" ABOVE FINISI-LED FLOOR (AF.F.) NO COMBUSTttBLE MATMALS Aim ##I CONTRACTOR SHALL FIELD VERIFY THAT MINL R-30 INSULATION IS VINYL - C ILII�Z PS"M tilt+ i P11M SPACES. �qq EXISTING ABOVE THE CEILING AREA AND IF IT iS NOT, THE MERCER VINYL BASE (COLOR T.B.D.1 iREVIEWEDACOUSTICAL'1STR TILE - i CONTRACTOR 5� IALL INSTALL SAME. CONTRACTOR SHALL NOTII`Y TILE - ARMSTRONCx CEILiNCrtS 14n X 48" x 5/8a LAY-11�1 CITY � ARCHITECT OF ANY DISCREPANCIES. 4" TO MATCH WA.L. TILE IN SHOWER %W DESIGNER MMATONE (REL-iALARJ �9 1 F SANFORD AREA ONLY, ar�LL �l��w �iQT`J.. 8. ALL DIMENSiOi Ei ARE TO FINISHED FACE OF G.W.B. UNLESS tUi7il 15116 PRELUDE EXPOSED TEE GRID OTHERWISE NOTED_ WHERE DIMENSIONS ARE NOTED TO (NON -RATED ASSEMBLY) APPLY TIW COATS OF PAINT TYR AT ALL PARTITO S BE "CLEAR" OR "MIN." THEY REFER TO THE FINISHED FACE OF WALL. TOILET ROM TO HAVE S. PROVIDE WOOD BLOCKING IN WALLS FOR SHELVING, MIRRORS, AND TO G-t� SR AN P 1ALIT IOG CABINET WORK AS REQUIRED TO ACCOMMODATE INSTALLATION. TO 8E FLAT FtN(sEl -EASY CLEAN G1UAl.ITY i COORDINATE WITH CABINET MANUFACTURER AND OWNER PRIOR TO l ANY CONSTRUCTION. SEE DETAIL ELSEWHERE. ROOM FINISH SCHEDULE 10. ALL WOOD BLOCKING AND FURRING SHALL 'F3E FIRE RETARDANT. SCALE: N.T.S. I� 11. FIRE EXTINGUISHERS SHALL BE LARSEN'5 MODEL No, MP-10, I' MULTI -PURPOSE ABC, COMPLETE WITH MOUNTING BRACKET,' I G OR APPROVED SIMILAR ---------- 12. CONTRACTOR TO VERIFY FIRE EXTINGUISHER LOCATIONS WITH PULL SIDE----- _ __ _ - FIRE MARSHAL BEFORE INSTALLATION - i - - - - 54" MN '� 13. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO z I i-----------, 1 24" FABRICATION OR INSTALLATION OF ANY ITEM.r ME 14. BUILD OUT SHALL COMPLY WITH F.B.C. 2001 EDITION FOR 14, i i i 1 1/4" t = � I FABRICATION OR INSTALLATION OF ANY ITEM. 3b" t ! i8" I ' MN j M 'jam- r - - - - - - - - - - , Li-kT �J' AEESQALiT .�kTV7'T � APPROACH - ' 15_ REFER TO PERMIT DRAWINGS ON FILE WiTH THE CITY FOR SHELL 1, ; 5i.1D1NC� DQO> I BUILDINGS AND 51TE INFORMATION. j I&. 510-MEDICAL WASTE COMMENTS: MR. DAYI > OVERFtELD "oCHD-EVI q 512E �tPPRQACN - r � 24" 1 AT 832 WEST CENTRAL BLVD, BUILDING w2, ORLANDO OR MIN 'I GALL ir40't 8362550 ABOUT OBTAINING A BIOMEDICAL WASTE .� WaWk OWE$ . _ . -•-•—�:• PULL SIDE PERMIT OR EXEMPTION.® �-- f ----------� PIiSH SIDE I A II)i UlILL 5E PLACED ON THE C/O UNTIL PULL SIDE 54" MIN SLIDE SIDE AEEFOACH E TI-I15 IS COMPLETED. i -- --- ---- -, FUI 616S ------ ; RK_ IrWED 11. A HOLD HAS BEEN PLACED ON THE CERTIFICATE OF ----- 5j-1211 2 i I z OCCUPANCE FOR THIS PERMIT UNTIL A FINAL FI1RE i i z INSPECTION FROM THE OFFICE OF THE FIRE MAF:SHELL ' _ CALLWAS Bi 40't 8 U O TO SCHEDULETED ANr,> OA FIRE iNSfi12 -EC TON VED. PLEASE24" i t ISM" ,� fi ! �l --NOTE: 4S HRS NOTICE 15 REQUIRED TO MIN I MIN I MIN �'angl3rd +ire Prey r�ti�n �i�'', r SCHEDULE AN INSPECTION. --• ,4 WOLD WILL 13E PLACED Chi TWE C/0 UNTIL - THiS iS COMPLETED. FRONT APPROACH LATCI4 SIDE�4EEROACH 5W11 x1NCx DOORS - 5061% DOORS DOOR CLEARANCE GENERAL NOTE .5 SCALE; N.T.5. SCALE: N.T.S. 1. �`1tlC1� Michael Gleber & Associates, P.A. Architecture, Interiors, Planning 918 NE 20th Avenue r Ft. Lauderdale, FL 33304 954 523-4450 FL License AR 0013490 NCARB No: 39794 o2004 Michael Gfeber & Associates. PA The professional services of the designer and/or Architect are undertaken for and are peufonrwd in the interest of the project owner. No contractual odigat on is assurned by the designer and / or the Architect for the benefit of. any other entity Urvotved in this projoct. Existing conditkxm The designer and / or Architect disclaims any respons[bfUsy for the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be ut9Ed tot any part or parts of the project, which do not bear the architect's seat This drawing has been prepared by the Architect, or under the Architect's direct supervision. This drawing is provided as an Instrument of services by the Designer / Architect and is Intended for the use on this project only_ Pursuant to the Architectural Works Copyrighted Protection Act of 1990, all Drawings, Specifications, ideas and Designs, inchitfing the overall form, arrangement and composibm of the spaces and elements appearing herein, constitute the original, copyrighted work of the Architect Not for conatru tiam untess aN applicable penrAtts are otHsiried Any reproduction, use, or disclosure of information contained herein wdtnota the prior written consent of the Architects to aWtiy Prohibited (c) copyright 2004 by Nlchael Gteber and Associates PA W s cd li! = r F- }s w a f17 O x z C C m m 41111111111 CL V 011011NIN U. 1 W W Lm m a.+ L �LL coo cogU W C 0 LL �` a cc ` 410110111 Q m > ► %o Co a0Cc 2 CO /6\ DATE /5\ DATE / 4 \ DATE zi� DATEzi� DATE pper�,.W Per Ownem DATE 03/19/04 REVISIONS: RELEASED FOR PERMIT DATE: 12/-H/03 PROJECT: HBC-052-03 V It• 3 of 11 � � L I d I . 1 PER OtIN€R5 RECU€&T NEW N C. 4C)4PT4eLE RESTR4OM SCALE: I/2" = 1'-0" ACCE8515LE WALL HUNG LAVATORY 17D X nuW WITH LEVER ACTION FAUCET. HOT WATER SUPPLY AND WASTE PIPES SMALL BE INSTALLED (IF APPLICABLE) AMERICAN STANDARD YORKALLE -118" ELONGATED PRESSURE -ASSISTED TOILET MOD' 2323.100, OR EQUAL. WAR GRAB BAR 361 IV2" DIA MOUNTED IV2u FROM WALL AT 34" AFF. 50BRICK ADA COMPLIANT MODEL (TYP). REAR GRAB BAR 42"L 1112" DIA MOUNTED 1Y FROM WALL AT 3444FP. 50BRICK ADA COMPLIANT MODEL (TYP.) TOILET PAPER DISPENSER MTD AT IS" AFF 50BRICK MOD! 5235 (TYP), PAPER TOWEL. HOLDER MAX EXT'EN61ON FROM WALL AT 4" LOCATE CONTROLS AND TOWEL DELIVERY MAX 48" AFF. BOBRICK C-FOLD DELIVERY MOD* 250-I5 (TYP). 24" X 36" MIRROR MOUNT BOTTOM EDGE AT 40" AFF. MAX. 36" X 36" MINIMUM CLEAR SHOWER STALL PER F5C CH.11200I ED. ACTUAL SIZE = 36" X 52" REFER TO PLANS AND ELEVATIONS OVERALL REQUIREMENTS FOR ACCESSIBLE SHOWER STALLS 5ATHROOM E L E VAT I ON SCALE: 1/2" = i'-0'! METAL STUDS 6 24" O.G. 2X& U1OOD BLOCKING STAINLESS STEEL GRAB BAR v 33 A.F.F. SECURE W/ SPANNER MEAD SCREUIS z u` lit rrrrn+.rrr s 3'-6 11 51.411 5ATPROOI�I L VAT I ON SCALE: 1/2" = 1'-0" SCALE: 112" = 1'-0" IN --..-.-----..__.._ C� -- -_ f I I LU a� OPEN To z 614OWER z I BEYOND iL LU LU �I IiI i 8 r � f - - 4" TILE BASE SEE f i I FINISH SCHEDULE 5ATHROOM ELEVATION aCALE: 1/2" _ 1'-0 ym 0tt V-411 �1_3t1 .4 BATHROOM ELEVATION 5C,4 E. 1/2" = I'-0" tJn-�u-I'_/hli I z z LL ltl lit 0.. I _ _4°.'7(LE BASE SEE 1 ► 4" TILE BASE SEE FINISH SCHEDULE 1 FINISH SCHEDULE -4---- M ON ATHRQOM ELEVATION " " � SCALE: 1/2" _ 11_01: � �3r4�"I-I�'QQM ��;� � ,�TIQ1`� SCALE: 1/2 = I -0 5ATHROOM KEYNOTES DETAIL: H.C. C�R,�5 5AR 5RACINS 112 � y SCALE: N-T-5- SCALE: N.T_S- H >i }-E,H 704 FIRE RESISTANT SEPARATIONS LAVATORY CLEARANCE f 104.1 OCCUPANCY SEPARATION REQUIREMENTS MIRROR 10411 THE MINIMU" 1 FIRE RESISTANCE GP CONSTRUCTION SEPARATING ANY TWO THE FOLLOWING REOUIREI'84TS SHALL APPLY OCCUPANCIES IN A BUILDING OF MIXED OCCUPANCIES MALL BE THE TO LAVATORY FIX 11RES, VANITY$, AND BUILT IN LAYS. D C HIGHER RATING REQUIRED FOR THE OCCUPANCIES BEING SEPARATED, WtGHt AND CLEARANCES LAYS SHALL BE AS SPECIFIED IN TABLE '104.1 { MaNTED WITH THE RIM OR THE CANTER S1�ACE NO !!J Q HIGHER THAN N" AFF PROVIDE A CLEARANCE OF - E E TAME 104.1 } AT LET n" AFF TO THE BOTTOM OF THE APRON. CLEAR FLOOR SPACE A CLEAR FLOOR SPACE�l N -- _ -- - `—"- 3300 X 48 IN FRONT OF A LAV TO ALLOW FORWARD U APPWACK SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN A=SSABLE ROUTE AND R R SHALL EXTEND A MAX. OF W 1POERN AT4 THE LAV. lL++ x I I X Ex-oam PIPES � SUI�FACEs. HOT WATER AND DRAIN PIPES UNDER LAVS. SHALL BE INSULATED OR X OTHERWISE C.4Wr3URED TO PROTECT A&A1NST CONTACT THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. n (P _ t- F i e FAUCETS gHALL CAi 1PLY U4 I ti FAG 441.4. CONTLEVEROLED EC14 POW-TYPE,SAIIEAND ELECTRONICALLY -�— - - - - CONtROLE� MECH>'4NISMS ARf EXAMPLES OF j ACCEPTABLE DESIGNS. IF SELF-CLOSWx VALVES ARELOW }.,� r �{ p �{ ( -}- bo jF SHAk.L REMAIN OPEN fE3R AT LEAST "r yf=> i t= f�e� t�.� I �r ' t- I i �L� M � � t "r-,% i, SEE 4112.E (FBC) FOR EXCEPT IONN& ? RATED SEPARATIONPU 15 NOT REQUIRED FOR DAY IN ASSEMBLY OCCUPANCIES USED PRIMARL7 FOR'�RSN!PINrs. 07 SHALLC�Wf_ TIC ] I BOTTOM EDGE OF THE SUf�AGE STUD AI L FOR EXTERIOR METAL HALF WALL 3. iN APARTMENT GCC1JPANCiE5 CONTAINING A DAY-CARE CCCUF`ANCY, W,4ERE THE TWO EXIT ACCESSES FROM THE DAYCARE OCCUPANG;cS ENTER THE SAME CORRIDORAS THE APARTMENT OCCUPANCY, THE EXIT ACCESS SHALL BE SEPARATED IN THE CORRIDOR BY A SMOKE BARRIEER WAYItiG A FIRE RESISTANCE RATION' GF NOT LESS THAN I HOIjR. THE FIRE RATED SMCi<E BARRIER 5HAL L BE LCCATED �^ THAT - REFLEECTING NO Hr4HER THAN 40" AFF KMEE U.TEE CL. I 1{ L � � � THERE 15 AN EXIT CN EACH 51DE. � 4, FIRE RATED SEPAIR4TICN. 15 NOT REQUIRED FOR DAY-CARE HONES FN A55EMBLY CGCUPA NC'E5 1,15ED 4'R'MA^.RLY FvR WO e�HiPt rT" M� — — — — — — — — — — — — — — — 2 X 6 U)000 BLOCK] .2 TO 13E APPLIED TO WAL HUI4G LAY. FIRE 618T NT 5EFERATION NOTE6 DETAIL: ADA LAVATORY. CLEARANCE 1.4 WALL TYPE SCHEDULE SCALE: N.T.S. SCALE: N.T.5, SCALE: F = 1'-0" ENE W= C415TIrdJCTM tO ONE LATER 5/8" TYPE 'X' GYP. WALLBOARD APPLIED PARALLEL TO EACH SIDE OF MR 3E'8" METAL STUDS SPACED 24"O.C. WITH I" LONG TYPE S - DRYWALL 5CREWS 5" O.G. TO EDGES AND 12" O.G. TO INTERMEDIATE STUDS. STUDS ATTACHED TO FLOOR AND CEILING TRACKS Wf IR" LONG TYPE S - DRYWALL `aGREU)S !GLASS FIESER OR MINERAL WOOL, BATT MATERIAL BEARING THE UL CLASSIFICATION MARKING AS TO FIRE RESISTANCE OF A THICKNESS TO COMPLETELY FILL STUD CAv)TY, SEE PARTITION TYPE FOR LOCATION OF BATT INSULATION. I HR. R�4T FART I T I ON �I nail I z�0) lit SCALE: 1/21' = 1'-0" 41.111 1i G 1 LAYER OF 5/6i1 TYPE "X11 GYPSUM WALLBOARD ON 2X4 WOOD STUDS 9 24 O.C. 1 (OR 2 AS SHOWN) LATER OF 5/8n TYPE uXtt G.W.B. ON 3r%" METAL STUDS 0 2411 O.C_ OC l LAYER OF I/," TYPE "X" GYPSUM WALLBOARD ON 3 No 11 METAL STUDS w 2411 O.C. I LAYER OF 1/e TYPE X GYPSUM WALLBOARD ON If%" METAL STUDS Q 24" O.C_ TO UNDERSIDE OF ROOF STRUCTURE E GALVANIZED METAL RUNNER F NOT USED G R-30 SATT INSULATION memo H CEILING AS' PER SCHEDULE 1 EXTEND STUD TO UNDERSIDE OF STRUCTURE. PROVIDE BRACING AS REQUIRED, J TAPE, COMPOUND, SAND $ PAINT ALL JOINTS IG P X FINISHED WOOD CAP RAIL fi DATE L 2X4 WOOD TOP PLATE M VINYL CORNER BEAD 0 EACH SIDE N BASE AS PER FINISH SCHEDULE DATE 0. WALL FINISH AS PER FINISH SCHEDULE /4\ P PREFINISHED ALUMINUM P X P TRIM, CONTINOUS DATE: AT FINISHED CEILING Q STRUCTURE:. ABOVE 3 DATE: R FLOOR SEALANT S FLOOR FINISH AS PER FINISH SCHEDULE 2 DATE: 1 LAYER OF 1/2" PLYWOOD ON METAL 5TUD5 JOINTS TO BE OPPOSITE GYPSUM WALLBOARD J1\ Per Owners Request - • DATE 03MO4 REVISIONS: RELEASED FOR: PERMIT DATE 12/11/03 PROJECT: HBC-052-03 A�3 5 OF. 7 -4r i. Michael Gleber & Associates, P.A. Architecture, Interiors, Planning 918 NE 20th Avenue Ft Lauderdale, FL 33304 954 523-4450 FL License AR 0013490 NCARB No: 39794 O 2004 Michael Gleber & Associates. PA The professional services of the deshpw and/or Architect are undertaken for and are performed in the interest of the project owner. No cattractuet obFWiion is assumed by the designer and / or the Architect for the benefit of any other entity invoWed in this Project. Etosfirq conditions The designer and / or Architect dtsclattns any responsibHity for the extshtny hftl*rg struCtire, site comfit-13, exlsfmg construction elements, or arty other documents, drawings, or other instruments related to or intended to be used for any pert or parts of the project, which do not bear the arclMect's seal Ttsa drawing has been Prepared by the Architect, or under the Architect's direct ail w4afaL ing This drawfe Pra ded as an inshument of services by the Designer / Architect and is intended for the use on this . Project only. Pursuant to the Architectural - Works Copyrighted Protection Act of 199oe aH Drawings, Specifications, ideas, and Designs, i ncfudefg the overall form, arrangement and composition of the spaces and elements aPPWIV hereh constitute the orfgina4 copyrighted work of the Architect, Not for ess corstrucriom urdall apple" permits are ottak ed. Any reproduction, use, or drsdosure of trAorreaffnn contained herein without the prior mitten consent of the Architects is strictly prohibited tC? Copyright 2004 by Michael Gkflw and Associates PA C � 160 r 000 oC U. O W iC n 10 LL m L. IOU. 0 C•� Z cE W Cc0 Auj -00 LL .o CL 0 E _ Vam •E _ r: U PER OLLNERS REMEST AHU CLO5ET LOCATION REVISED AND CL05ET ADDED, LIGHTS [ 1 O O FA H.C. RA AF LE i CL T ! OFFICE �sTlwv� F H.C./'� / R ANER5 REGUE5T NEW H.G. / / ADAPTABLE RESTROOM, EXHAUST cat FAN, LiGNT AND SWiTGN 110 / / I OPEN 5AY STORAGE isa8 REFLECTED CE I L INCH i=L�tN GALE- 1/4" = 1'-0" ' HL RADStRPTA5 LE PER OIL: xERS REQUEST NEW 4,C. ,� / m ADAPTABLE RE5TRO0iii A;to I EGRE55 T VEL D i /ARGRAA t 5GALE: 1/4" _ /_r ---. .. .. .. . WOW AREA - 1 INA ® AHU LOSET 101 i w® CLOSET sue® NOT AN EXIT "L PER OU,4ER5 REOUE67 AHU CL05ET LOCATION REVISED AND CLOSET ADDED, LI6HT5 OFFICE i0ro RECEPTION 3V x 4a" CL.. 30" x 4a" GLEAIRCJ N.. RESTROOM ... i ' ''!d" X.42"_CUEAR CLOSET 10� PER 0.G"4ER5 REGY:EJT WATER NEATER RELOCATED AND CL05ET ADDED, LIGHTS AND 5'w'ITCF4ES FER Ow'` ERo REau—ST tl!ATER 61EATER c=LOCATED AND CLOSET ADDED. LIGHT5 AND 5WITCHE5 Michael Gleber & Associates, P.A. Architecture, Interiors, Planning 918 NE 20th Avenue Ft Lauderdale, FL 33304 954 523-4450 FL License AR 0013490 NCARB No: 39794 © 2004 Michael Oleber & Associates. PA The professional services of the designer and/or Architect are tstdettaken for and are wormed in the werest of the protect owner. No contractual obligation is assnxned by the designer and / or the Architect for the benefit of any other entity involved In this project Existing conditions: The designer and / or Architect disctatms any responsibility for the existing buddmfl structure, site oonditons. existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any pact or parts of the project which do not bear the architect's seat This drawing has been prepared by the Architect, or under the Architect's drect stpervisiott This drawing is provided as an instrirrnent of services by the Designer / Architect and is intended for the we on this project only. Pursuant to the Architecbaaf Works Copyrighted Protection Act of 19W. all Drawings, Specifications, kleas. and Designs, ircuding the overall form, arrangernent and Conxposilm of the spaces and elernents appearing herein, constitute the original, copyrighted work of the Architect Not for consbucficn unless all applicable permits are obtained. Any reproducHoA use, or disdosce of information contained herein without the prior written consent of the Architects is strictly prohibited (C) Copyright 2004 by Michael Gleber and Associates Pao E W C� r_ to C > W .� Lm f+ W U. I Fi• U. 4,,,r •Im 0 CIS 0 C U. t� 04-0�>Rj ~ C 11 0 0 -0 Z -00 00 w 0 (L �Qm • �- as � acts Q ®.CO R E 22 � '" CO 0 DATE /5\ Z4� DATE: /3\ DATE: DATE: QPer Owners Request DATE 03/19/04 REVISIONS: RELEASED FOR: PERMIT DATE 12/11/03 PROJECT. HBC-052-03 8 Of '12 m= -31 .a (0 MECHANICAL PLAN &CAL E: 1/4" = 1' -0" j1\ PER CUN-15 REG4'EST NEW 5AT:-IRON WITH NEW EXHAUST FAN, SF ECIFICATION R/A LOUVER TO REMAIN THE SAME AS OTHER NEW DOOR EXHAUST FAN L DO NOT SCAL_ THE DWGS. RM R TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS 2. COORDINATE EXACT LOCATION OF ALL DMk%_R5 AND RETURNS WITH ARCHITECTURAL REFLECTIVE CEILING PLAN. 3. ALL WORK WALL COMPLY WITH THE LATEST EDITION OF THE FLORIDA BUILDING CODE - NFPA AND ALL LOCAL CODE AMENDMENTS. 4. ALL PENETRATIONS OF REQUIRED HIRE RATED WALLS AND CEILINGS SHALL BE WITH AN ACCESSIBLE U.L. LABELED FIRE DAMPER. S. ALL EXkAIZT FLEX DUCTS SHALL BE SHEET METAL, NSTALLED, SEALED AND SUPPORTED N ACCoRp4NCE WITH THE LATEST EDITION "SMACNA" LOW VELOCITY DUCT CONSTRUCTION STANDARD. 6, ALL AIR CCINDITICN DUCT SHALL BE RIGID Fl8ERs1 ASS DUCT BOARD INSTALLED iN ACC0FVANCE WITH SMACNA, FIBROUS GLASS DUCT MANUAL. ALL DUCT IN PLENUM SPACE SHALL BE R-6 MNIMI.M. FLEX DUCT R-6-0 $HALL BE USED AS INDICATED. ARCHITECT TO APPROVE CHANGE5 IN U RITING. 1. F4N CONDENSATE DRAIN LIDS TO EXTEND OM TO SOAKAGE PIT CONSISTING OF 1/4" TO 3/4" GRAVEL OVER L005E 501L, AREA OF GRAVEL 15 24" DEEP WITH IS" HORIZONTAL SPAN IN BOTH DIRECTIONS. LINE TO BE Ri,N ON ROOF TOP, DROP LINE N OPEN CM U CELL AND COME THIN CM WALL NO MORE THAN 12" ABOVE GRADE. 8. CONTRACTOR SHALL PROVIDE AN NDEPE14MT TEST AND BALANCE FOR ALL SYSTEMS ,I AS PER F$.C,1206 4 PIPING THROUGH MASONRY SLA55 AND OR WALL$ MUST BE PROPERLY SLEEVED. 10. NO COMBUSTIBLE MATERIALS SHALL BE ALLOWED ABOVE CEILING N RETURN AIR PLENUM SYSTEM. IL OFrWFOR SERVICING OF z IEMENT. INSTALLATIONTHE EW Y MAm l.erm jpc: _AprctptcATma AND CLEARANCE REQUIfW IENTS. F15CM C14, 3 AND W, 6 MECHANICAL NOT=S SCALE: N.T.S. ALTERNATE DUCT LOCATION P INSULATED LAY -IN CEIL'G INSULATED —FLEX DUCT 81'.,0 TYPICAL DRAWBAND (TYP) SOUND TRAP `— 24" X 24" EGG CRATE t- PARTITION WALL CEILING R TUIRN A l ip TRANSFER. SCALE: N.T.S. OPEN BAY STORAGE 108 A FLEX MI—T @ AC GRILLE / C.FM- SPEClFICATIOI`° C.F.M. C.F.M. CU131C FEET PER MINUTE THERMOSTAT Sp SMOKE DETECTOR WITH FIRE DAMPENER (AUTO SHUTDOWN) SUPPLY AIR DIFFUSER RETURN GRILL OR EXHAUST GRILL i TURNING VANES TWIST - IN COLLAR WIT44 VOLUME iDAMPNER FIBEF,6LA53 RETURN AIR DUCT WORK FIBERGLASS SUPPLY DUCT WORK FLEXIBLE DUCT A FD FIRD DAMPER CONDENSATE DRAIN LINE OA L OUTSIDE AIR LOUVERS F/A FRESH OUTSIDE AIR R/A RETURN AIR MECHANICAL 5YM5 -5 SCALE: N.T,5. METAL AND DUCT BOARD METAL AND FLEX DUCT HANG': DUCTS ACCORDING TO SMACNA STANDARDS J NGt 3(0„ X 36 CONC. SLAB GU ON GRADE, 4" -I THICK FOR COND. UNIT F ER OWNERS REQUEST, CU LOCATION REVISED, AHU CLOeE7 LOCATION REVISED 2& THEREFORE DUCT WORK REVI5ED "ram AHU AND CU SPECIFICATIONS TO REINAIN THE SAME MAINTAIN 12" MIN // CLEARANCE ALL AROUND COND. a 3/8" LIMID 4 3/4" SUCTION LINES OVERHEAD RISE IN AHU CLOSET WITH INSULATION AS PER FBC 2001 EDITION, DROP IN WALL. FIRE CAULK I-HR WALL OPENINGS. ------ COVER LINES OUTSIDE WITH METAL COVER, RMTURE EXTERIOR WALL AS NECESSARY 9 El TO CONNECT TO CU-I. PATCH EXTERIOR WALL PER MANUFACTURER RECOMENDATIONS. - -- — --- - ---- --- �T — - a 1 (--- — - I-- —� . -- Aran � f —1--- -- --r- r I R/A (0 CL05ET I rJ( LPkX C i I 9 TYPICAL CHANNEL AND STRAP DUCT HANGING DETAIL 20 GAUGE METAL BARS TYPICAL 's 4'-0" O.C. NOTE: DUCTS SUPPORT TO SE A MINIMUM OF 2" WIDE PER FMC 104.2, 603 TYPICAL HANGING STRAP AND SADDLE HANGING DETAIL 10 6'-0" O.G. ,4METHOD5 OF HANGING DUCTS 5GALE: N.T.5. R/A SPLIT SYSTEM SCHEDULE AIR HANDLER UNIT CONDENSING UNIT DESCRIPTION ANEW-1 DESCRIPTION CU-1 MANUFACTURER TRANS MANUFACTURER MODEL NUMBER TOTAL CRI ---- ---- — — + T11JE060P1308 2000 — MODEL NUMBER j TTAO_6mD _ -----NOMINAL TONS ------- 5, -- -- - --- -- FRESH AIR (GFM.) C C5 SEE Al- .OF CORS �— NOOMPRESS �-- __.._.._ ¢ 1 ENT AIR TEMP. 5EN515LE HEAT (MBH) TOTAL CAPACITY (MBH) --— SO 42.0 58.1 R.L.A. EACH L.R.A. EACH_ 20.6 i 1690 NO. OF CON5EN50R PANS i I BLOWER MOTOR N.P. 3/4 FL.A. EACH j 1.4 VOLTS / PH / Hz - j 24011160 VOLTS / PH / Hz 24011160 ---UNIT WEIGHT (L55) 199 MAX BREAKER SIZE I 60 -- MATCHING CONDEN5ING_UNIT TTA060D -- UNIT WEIGHT E.E.R. / 5.E.E.R. ! 14-0 `------ - EL ECTRIC ' NEATER IN51DE KW (240V) 10too5Y5TEM 5TUH 34.1 LIQUID LINE (IN) � -._ _._.-_-_ _ -- .__ .. _ _-.-3/8 STAGE _ I 1 _._ ...___._ -._ SUCTION LINE (IN) 1 1/8 — UNIT VOLTAGE 240 SUCTION (IN. O_D) 1 - VS LIQUID (IN. OD) --� - 3/8 A/C LOAD CALCUL4TION5 PER TA5LE 4033 CSC DA5ED ON 5U51NE55 OCCUPANCY / OFFICE 5FAGE OF -IPEOPLE 11000 50. FT. AREA NO. PEOPLE F/A REQ ACTUAL CRI TOTAL TONS 1250 9 180 CFM 1940 5 NOTE: - THE A/C UNIT SPECIFIED HEREIN 15 BASED ON THE BUSINESS OCCUPANCY OF THE FBC AND TABLE 4033 (1 PEOPLE / 1000 SCE. FT) - DUCTWORK SHALL BE INSTALLED IN PLENUM SPACE. Da NOT HIT I-HR FIRE RATED GMCEILING - F/A CALCULATED AT 20 CFM -PER- PERM NOTE: F.B.C. 2001 MECHANICAL 510BB MAKEUP AIR: MAKEUP AIR SHALL BE PROVIDED AT A RATE APPROXIMATELY EQUAL TO THE RATE THAT AIR 15 EXHAUSTED BY THE (HAZARDOUS) BXHAUST SYSTEM. MAKEUP AIR 1NTAfCES SHALL ESE LOCATED SO AS TO AVOID RECIRCULATION OF CONTAMINATED AIR - F/A INTAKE LOCATED ON ROOF. 14" X 14" ROOF CAP W/ BIRD SCREEN, VERIFY IN FIELD. INSTALL MR 10'-0" FROM EXHAUST. OUTSIDE AIR REQUIREMENTS PER FLORIDA BUILDINCs CODE 2001 ED. - MECHANICAL - TABLE 4033 TYPE: OFFICE R EQ: 1 PEOPLE PER IOW SF., 20 CRI PER PERSON RTU-1 - 2568 2565 X (7 / 1000) - 18 PEOPLE 9 X 20 = 360 CRI REQUIRED (430 5UPPLIED) MECHANICAL SCHEDULES, SPECIFICATIONS AND REQUIREMENTS 5GALE: N.T.S. Michael Gleber & Associates, P.A. Architecture, Interiors, Planning 918 NE 20th Avenue Ft. Lauderdale, FIL 33304 954 523-4450 FL License AR 0013490 NCARB Ntx 39794 O 2004 Michael Gleber & Associates. PA The professional services of the designer and/or Architect are undertaken for and are performed in the Interest of the project owner. No contractual oblation is assured by the designer and / or the Architect for the berefit of any other entity involved in this project Existing conditions: The design and / or Architect disclai ns arty responsibility for the exisfmg bw1dmg structure, site conditions. existing construction elements, or any other documents, drawk*% or other instruments related to or gtteatled to be used for any Part or parts of the project, which do not bear the architect's seal. This drawing has been prepared by the Architect, or under the Architect's direct wmavisim This drawktg is provided as an instnanert of services by the Designer / Architect and is kttentded for the use on this project only. Pursuant to the Architectural Works Copyrighted PrtAection Act of IM all Drawings, SpecificatioM Ideas, and Designs, klckxft the overall form, arrangement and composition of the spaces and elements appearing herein, constitute the original, copyrighted work of the Architect Not for construction nrnieas all applicable permits are obtain,iA Any reproduction, use, or disclomire of infomnatlon contained herein without the prior written consent of the Architects is strictly prohibited. (C) Copyright 2004 by Michael Gleber and Associates PA co/}�• W Mr _JCd rwCl t— L W r to �V C O z L U. M YID .�.+ , �� 0 �c ?. , AD U m rLW d OL. w L. (*) CL co 0 Q _0RC 2 CO A DATE ZJ / G \ DATE A DATE: zi� DATE; a DATE: - Per Owners Request �� DATE 03/19/04 REVISIONS: RELEASED FOR: PERMIT DATE 12/11/03 PROJECT: HBC-052-03 1 I 9 OF 12 I TO Tl ISNG 'SEWER HLAV 4" CO CiCONNY LINECTS S ..,�- SEE CIVIL DRAWINGS FOR ---� DETAILS AND SPECIFICATIONS Michael Gleber & LAY I - I SH Associates P.A. , 0 WC _ „Vm30"- In. CO Y�a --- _, �� �� Architecture, Interiors, Planning f _ xsa'.GLEAR I918 NE 20th Avenue Ft Lauderdale, FL 33304 954 523-4450 4" � \` I - (j f' Pcense AR 00134.90 L LiNCARB No: 39794 2004 f i Michael Gleber & Associates. PA — - { The profeea,onal sarvtaes of tt,e designer and/or Architect are undertaken for and are FER OWNERS REQUE5T ADDITIONAL BATHROOM i� - ,11 \ 1F I ! l `\ I4 \ I! I I perforated of the project owner. No ill obligation is aSSwned by the designer and / or the. Architect for the benefit NEW FIXTURES TO BE DETERMINED BY OWNER \ \ Of any other Entity Involved In this project Existing conditions: The designer and / W Architect disclaam arty reality for the exisfirg buikiing structure, site conditions, eXdsting construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the { i i j architect's seat This drawing has been prepared by the I i Architect or under the Architect's direct supervision This drawkv is provided as an anent of services by the Designer / Architect and is Intended for the use on this project only. Pursuant to the Architectural Works Copyrighted Protection Act of 1990, aft j Drawings, Specifications, Ideas, and Designs, ew9,d'ag the overall form, arrangement and composition of the spaces and elements appearing herein, constitute the original, copyrighted work of the Architect Not for construction unless all applicable petmlts are obtained. Any reproduction, use, or disclosure of irniorm ton contained herein without the prior written consent of the Architects is strictly j i prohibited. tCopyright by Michael Gleber ando Associatesiates FA Li m It I t jj tl as 5ANITARY FIFING FLAN 5GALE: N T.5, CIS CONNECT TO CITY SUPPLY LINES w Q o SEE CML DRAWING5 FOR DETAILS AND SPECIFICATIONS- 1�-- • la CiTY METER . _ L' C ._ —,—<_,_,_--,----- .�,..�._.._._._..._.�. ------ ._._,......._..—•—•—•—— - —._._.,,,..,�,��-,ham, �� .—..�..—..,- °° .�....®.... . .�. �. IF NEW WATER HEATER LOCATION \ !+'', - \ LUH FER O'VNER5 REQUEST GV 7 WC - --- 30" x „ CLEAR i NLAV " 0. 1 i... — 3J. X 43"-CLEA2 L � ' � � `LL • ca FER Ot1NER5 REQUEST ADDITIONAL BATHROON NEW FIXTURES TO BE \\ •` I 4W } ! m DETERMINED BY OWNER \ ( 0 C 0 LL � mv a .� I= .0 > Cd L. j E 1 g C 0 � tP1 �'� -E E _ ._,_,_,_........................ ...................... _ ca �— ,� DOME-STIC WATE 'N 'LN FL a 5GALE. N.T.5. DATE A\ Y � OF WORK THE }. PLANS ARE DIAGRAMMATIC ONL AND IS�NT TFIE GENERAL Iv. ALL FLOOR DRAINS SHALL HAYE TRAP SEAL FITTIN5.6, N~'L � Cx UM IN FIXTURE N<'.� L XTU 1 VT CA. CLEAN OUT SOUTH FLORIDA BUILDING CODE TABLE 46-Q MINIMUM WATER P�PPPP� AND SIZE DATE CONTRACTOR SHALL VISIT THE SITE PRIOR TO 1415/1•ER BIDDING AND SHALL INVESTIGATE ALL CONDITIONS THAT AFFECT THEIR WORK CONTRACTOR SHALL VER!FY LOCATIONS, SIZES, DIMENSIONS AND INVERT ELEVATIONS OF ALL ON -SITE SANITARY SEWERS, WATER It. THE CONTRACTOR 544AL.L ARIZANGE AND PAY FOR ALL PERMITS, INSPECTIONS AND REINSPECTiONS REQUIRED. ftMtr ALIMATE PDMAWS FOR APPROVAL. COLOR is t11141TE UAN C.W.OMESTIC COLD WATER Ftxtu n t ors c�F cahr> v c �S. LOSS, W. OF Rx AW wits FLU T� WATER G-�T WATER t� ROW t a Im' OF FTE VALVE WATER CLOSET 4' MAINS AND NATURAL.. GAS MAINS AND MAKE CERTAIN THAT ALL CONNECTIONS CAN � MAKE. THE CONTRACTOR SHALL R4A E_ THE ARCHITECT / ENGINEER AWARE OF ALL CONFLICTS 12. AS PER FBC CURRENT EDITION DETERMINATION OF HAZARDOUS MATERIALS: HLAV AM. STAND. WALL HUNG HANDICAPPED LAV WITH CARRIER H.W.DOMESTIC NOT WATER DATE: 2. DO NOT SCALE THE DWGS. CONSULT THE ARCHITECTURAL AND STRUCTURAL DWG6. FOR ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND MOUNTING THE PROPERTY OWNER IS TO VERIFY THAT THERE ARE NO HAZARDOUS MATERIALS TO BE STORED IN THIS SPACE, 9140.013 1490.112 FAUCET WITH 4" WRIST BLADES. GRID DRAIN,1123.018 WITH f Ti RSRO 0! 105 LAY GUARD INSULATION Y.T.R. VENT THRU ROOF GOOFM � YA NICHES S PSl COor-�R �vA- -= __ 30 DIMENSIONS. REFER TO I5 3/4 5/8 '?� - - HEIGHTS OF ALL PLUMBING FIXTURES AND DRAINS. 13.. AS PER FBC CURRENT EDITION DRAINAGE SYSTEM MINIMUM SIZE! ANY PORTION OF TWE SANITARY DRAINAGE SYSTEM INSTALLED HWC AM. STAND. HANDICAPPER WATER SAYER WATER CLOSET f?4 SOY SHUT OFF VALVE .__ _= DATE 19-55 - 1 } 30 _ _ 3. CONSULT T14E ARCHITECTURAL DWGS FOR ALL GRADE AND FINISH FLOOR ELEVATIONS. UNDERGROUND SHALL NOT BE LESS THAN 2" DIAMETER 2166.100 OLSONITE #05 SEAT, FLUSHOMETER TANK >I GV GATE VALVE - 16-36 1 } 30 - - - - - 1 } 30 g " � `-� 4. ALL GRAVITY LINES SIZE TO SLOPE 1/8" PER FOOT FOR 3" AND 4" PIPES. PIPES UNDER 14. AS PER 1=5C 1206.4 PIPING THROUGH MASONRY SLABS AND OR WALLS MUST BE / DATE - - 56-85 - 1 !/4 1 3" TO BE 1/4" SLOPE. 5. ALL WORK SHALL COMPLY WITH THE FBC- CURRENT EDITION AND LOCAL AMENDMENTS- SHALL BE INSTALLED AS INDICATED 1N DWGS AND AS REGL PER FIB CODES. PROPERLY SLEEVED. f5 AS PER FBI-, BUILDING 23l8I5 25105.}.) 25L053 WALL � FIXTURES SHALL WH RUUD/ RI-EEM RJUDGLAS PACEMAKER ELECTRIC WATER HEATER 30 GALLON, Z ELEMENT MODEL SEWER AND WASTE WATER P1#'1NCs 30 - _ - 31-61 1 !"4 1 30 ! - - - I i 1 30 f(�-2,0 - " A Per OWnOrs Request CLEANOUTS BE MOUNTED ON A MIN. 2X4 HORIZONTAL WOOD MEMBER SECURELY — ., — — — _ PENT PIPING _:_._. _.___.__� ---.__ ___.__... 14_____ 1 �._. 30 - l4 6. POTABLE NOT AND COLD WATER PIPING SHALL BE TYPE "L" COPPER WITH FORGED � FASTENED TO NOT LESS THAN 2 STUDS. LAY AM. STAND. 70 BE DETERMINED BY OWNER ._. t� l . 86-225 I a Ins 30 - - 68_115 M2 DATE 03/'�/04 WROUGHT BOLDER FITTINGS. WHERE PIPING f;ZM IN OR UNDER SLAB ENCLOSE IN JOINTS IN — .. — • . — • . — DOMESTIC NOT WATER PIPING _ /z 30 . - REVISIONS: POLYETHYLENE PIPE SLEEVE UTH NO THE COPPER PIPE. WC AM. STAND. TO BE DETERMINED BY OWNER - • — . — — - DOMESTIC GOLD WATER PlPiNG IlIA? .. _it!?_ .._._..__ .. 30 - 15-52 1. A SANITARY WASTE VENT STORM DRAIN PIPING SHALL BE SCHEDULE 40 PVC BELOW GRADE, AND NO HOB CA6T IRON ABOVE GRADE. 1. NOTE- THiS TABLE 16 APPLICABLE TO ONLY THE MOST FAVORABLE CONDITIONS, WHERE RELEASED FOR: PERMIT CONDENSATE DRAIN PIPE LINE (SEE MECHANICAL) WATER MAIN PRESSURE DOES NOT FALL BELOW 50 PSI AT ANY TiME 8. CONFIRM SIZE LOCATION, AND ELEVATION OF ALL EX'TG. UTILITIES PRIOR TO INSTALLING j �— PIPE RISER OR DROP 2. IN GENERAL FOR 3- OF 4-STORY BUILDINGS OR WHERE MAIN PRESSURE FALLS BELOW DATE: 12/11/03 PIPE. ALL PIPING SHALL BE CLOSELY COORDINATED BETBETWEENMECHANICAL DUCTWORK, PIPING, LIGHTING FIXTURES, CONDUITS, ARCHITECTURAL AND STRUCTURAL PER OWNERS REG2UE5T ADDITIONAL BATHROOM 50 PSI, THE NEXT LARGER SIZE GROUP SHOULD BE USED ELEMENTS PRIOR TO INSTALLATION OF ANY PiPE. NEW FIXTURE5 TO BE PIPE RISER UP 3i n 3. MINIMUM WATER FrERYICE SHALL TO 1 CONTROL VALVE PROJECT:. HSC�(I52-03 DETERMINED BY OWNER 4. ALL SECONDARY 6UBMETER5, BACKFLOW ASSEMBLIES SHALL BE AT LEAST EMAL TO THE 9. INSTALL VACUUM BREAKERS ON ALL HOSE BIBS AND HYDRANTS. CAPPED END OF PIPE OR AIR CHAMBER NOMINAL SIZE OF THE WATER LINE IN WHICH THE DEVICES ARE INSTALLED P-TRAP 5. $ONE-HALF INCH (1/26I WATER PIPING DISTRIBUTION MAY BE USED TO 6ERVIc. NOT. MG THAN 2 FIXTURES FROM A 3/4" WATER SERVICE AS STATED BELOW IN F.15t_ 470E4Zi FLUM 1NG NOTE, FLUM5ING LEGEND .4, �'LUM�3INC� LEGEND PIPE 51ZE NaTEs � r%� �f = Tn of � SCALE: N.T.S. SCALE: N.T.S. SCALE:SCALE, N.T.S. ..A r C LE N.T.Q. 4 I .-2 .-2 a i It \ \ r ER OWNERS RE=- EST 1/2 CW ADDITIONAL BATHROOM } �. NEW FIXTURES TO BE \ DETEF :'IiNED BY OWNER } u 112" GW ` I� GW " v I ` _ i LAV CONNECT TO EXISTING \ CITY WATER LINES SEE CIVIL DRAWINGS FOR DETAILS AND SPECIFICATIONS fo \ 3/4" CW -- 4- i InIl 1 } 3/4" CW .✓ } \ 1/2" CW� } \ i 3/4" CW I I-1S Ng } } 1/2" CW� \ . i \ " \ 1/2" NW 1/2" CW � \ . v . ill CITY }i ' METER I \•\ I 3/4" P4T' • \ H15 3/4" CW \ PER OUANERS REQUEST ADDITIONAL BATHROOM NEW FIXTURES TO BE DETERMINED BY OWNEh2 •�" • • - } \ I i tom" 3" VTW �' ! �l \ 3 hf VTW j -� � . r • 1 I/2" CW I � i/2"i GV � \ ' \ } CW } GV a 1/2" CW } } 1/2" HU) ice' \ 1 1/2" CW } L I L PRESSURE BALANCED } + ' /-� SIB THERMOSTAT MIXiNG i' 1/211NlU I I� VALVE 105'F. I 1 1/21/2" 1 TJ I r ! I „ / 1/2" CW `�I� MO�AN. Dt 4 -2 u r HWC DUAL ti NT j j 1 3 n VTW E 3tl VTW I SANIWATES SISER DIAM FLUM51NCrt iz15ER DIAGRAM 5GALE: N_T.S, DOMESTIC WATER RISER DIAGRAM CONNECT TO EXISTING CITY SEWER LINES SEE CIVIL DRAWING&FOR DETAILS AND SPECIFICATIONS iril2� q, P): 12 U NEW WATER HEATER LOCATION PER OWP\1ER5 REQUEST HAZARD AND NOISE: WATER PIPE INSTALLATIONS SHALL BE ADEQUATELY PROTECTED FROM WATER HAMMER BY USE OF AIR CHAMBERro. AIR C,144SER6 SHALL BE INSTALLED IN SUCH A MANNER THAT WILL PERMIT DRAINING WITHOUT DISCCXIECTING FIXTURE SUPPLY. AIR CHAMBERS SHALL BE INSTALLED AND AiR CHAMBERS SHALL NOT BE LESS iN VOLUME THAN A 12" LENGTH OF PIPE ONE SIZE LARGER THAN THE PIPE iT SERVES. QQNCLW1c�nis ALL FWWREO TO 14AYE AIR CHAMM OVE 40 IN CEILM HEAVY DUTY CONTI_ STEEL INSERT WITH ELONGATED STRAP o (Michael Gleber & WM Associates, P.A. Ila-DS — RAWER BENT STRAP P%' ONE A%LE ON EACH Architecture, Interiors, Planning 3/11i' OVER YERT. - - SIDE OF UES MEMBERS CONCRETE JOIST LESS OF ANGLES REST ON TOP OF WTTOM SEE PROJECT F 918 NE 20th Avenue c S STEEL JOISTS Ft Lauderdale, FL 33304 ---_ BETUIEEN PANEL POINTS. � HEAVY DUTY CONC. 50TTOM CHORDS SIZE FOR LOAD. JOIST CLAMP 954 523-4450 OF STEEL JOIST a ° FL License AR 0013490 HAW4R IUD NCARB NT. 397N HAW;sER RCD LOC KNG NUT HANGER ROD O 2004 SUPPORT I1 C ��'-'•NCXE � BEAM Michael Gleber & Associates. PA SLFPO T NUT AVY DUTY SLEEVES STRUCTURAL STEEL The professional services of the designer HEAVY DUTY SLEEVES BEf`,I`i (Sim PI�JECT) and/or Arctitect are undertaken for and are APOR BARRIER PLAN FOR SIZE) performed In the interest of the project owner. HAR No contractual obligation is assumed by the SI LAT04 �� designer and / or the Architect for the benefit PI 0. of any other entity involved in this project M LI C COATED BEAM CLAMP Erjstsng co, The finer mid / or M MOLE AT Architect disclaims any responsibility for the NO NBiLaT101i �Stlt�ATIOM LEAST 8' LGt1'3 EYE SOCKET existing b uildw structure, site conMo ts, HANGAR ROD existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part rIFICIAL SLEEVES HANGER DETAILS STEEL EVIAH or parts of the project, which do not bear the architects seat This drawing has been prepared by the TYPICAL /� �j �+ t ' + �j DETAILS i ArcutecL or under the Arahawects direct 1 i 1 ti✓;�� ! - 17�.F 1— 1�.� 1'�' i..� supervision. This drawee h provided a/ an Instrument of services by the the / Architect and � intended for the use on this 5(-�ALE: N, T ,5, project only. Pursuant to the Architectural -}- /� y Works Copyrighted Protection Act of 7990, all Drawinos, Speafications, Ideas, and Designs, 9 tine overall form, arrangement and SIZE OF FIXTURE SUPPLY appearing the spaces ath originelemeats l, appearU+s hereto, constitute the original, copyrighted work of the Architect. Not for construction unusss all applicable penrits are TYPE OF FIXTURE OR DEVICE PIPE SiZE (INCHES) obtained Any reproduction, use, or disclosure of Information corntained herein without the prior written consent of the Architects is strictly prohibited CCopyright 2004 by Gleber and Associates PA IKAr-. Y' i LAVATORY I/2 /I _....,___ _..... --- _-._. _ _._...__ ._....__ . ... co 4W-- - - WATER CLOSET (I=i tiv!-} TAhTiC tYPE) i/2 - __ HANt,'sM fWP DtILE PIPE SIZE PiPB SIZE PIPE SIZE 11DiPE SIZE UP TO 2" 3/8" DIA 4" THRU 6" 'hall PiA 21/2" TO 3" 1/2" ro" Ti-IRU 12" 110 DIA. WATER CONSERVATION STANDARDS: ALL FIXTURES SHALL COMPLY WITH TABLE 4/oR-2 OF THE FLORIDA BUILDING CODE 2001 EDITION IXTl.1 ' fi�Il~' SIZE SCHEDULE wGALE: N.T.5. A.S.M.E. T4F RELIEF VALVE PiPE FULL SiZE TO NEAREST DRAIN GATE VALVE T iir T TYP. DIELECTRIC UNION 3" DEEP DRAIN P PiPE i" DRAIN TO NEAREST DRAIN TYP. GALVANIZED NIPPLE DUAL ELEMENT NIPPLE NOSE BIBB DRAIN WITH NEATER W JIM 00 a c C ,i.. �z -71 Lo A LL O z U m U. cr a �Qm CL 20 �E 1a� � Ci •- CO ~ WATER'. HEATER DETAIL z SCALE. N.T.S. DATE: T145L 4(o -izZ 150DY TRAP SCREW FERILE 4 FUALLL 5RRA! OFI NGS IRON 556 Z�5\ WATER CONSUMPTION IN FLUi" 15ING FiXTUi;MS CLEANOUT WITH COUNTERSUN+c HEAD DATE: MAXIMUM FLOW RATE OR VOLUME FITTINGS FIXTURES RE5IDENTIAL USE COMMERCIAL AND PUBLIG USE FINISH GRADE DATE: WATER CLOSET PROVIDE 12"Xi2"XS" POURED CONC, BLOCK -_ ------ - WHEN CLEANOUT 15 „ .;. DATE: N.G. WiTH FLUSHOMETER Not IN PAVED AREA (FLOOR MOUNT) . ib GPF• - _ _ ;; „ 5WE PE WHERE REQUIRE5AL 2 .` __.. DATE: URINALS COMBINATION 'Y' 1/81t BEND Jib Per Owners Request ------------ _..__ .__- _.__ .', SAME SIZE AS SEWER DATE: (3/M/04. FAUCETS - MAX SiZE 41' REVISIONS: 2 0 GPl'1 EXTEIaiOR ELEVATION 114TERiOR ELEVATION LAVATORY _ _ --- __ ._. 25 CxPG OR 5 GPM** RELEASED FOR PERMIT DATE. 12/11/03 ss = TOLERANCE SHALL BE AS SPECIFIED IN EITHER AN51 A112.192 099ID) OR A112.i9.19.6 AS APPLICABLE. PROJECT: .HBCi-052-03 THE VALUES GIVEN ARE BASED ON A TEST PRESSURE OF Coo PSICa (FLOWING) STAINLESS STEEL COVER OR IN ACCORDANCE WITH ANSI/ASME A112.15.1 SCREWED TO THREADED G.O. PLUG FACE OF WALL I• 2 MALL Tym ' M3INIXTU DATA TYPICAL CLEANOUT DETAIL - � `�2 of 12_ SGALE: N.T.S. 5GALE: N.T.S. fit.. ",- � ' 2 L .-1 _. Q CLOSET i, � '3 0 t' ER QtLQ1ER5 F2EL2UE3F ANU C_O5�'T 101 FIND CL05ET ilO TO 5E GaMSINED !NTO I ROAM OFi=fCE 1� 14'-4" 9 A '-ir/il CI_ R • 1 WORK AREA - 2 102 � Q �I oC _ Ul { i EX'TG. A_3 SIZE O0 SHD' GODS M l i"IEITHRE HDWARE REMARKS 'ow 11 I I! I t� I �[ i f� f 1 e 1 1 �a t I waft ��_ ._.. .. _. 5 TYPE MATERIAL , U) H THK b'-8' 1 3/4' SWlN 4 C WOOD WOOD G _ ;, 2 - - 1 3/ SWp�Ks A > WOOD CzUif3 ', G `. CLOSE'i ;; 3 V-0' V-V 13/4' SWIw_% C WOOD WOOD ;, 5 _.. _ _ ...... _ . 6@ � t'-@" �� EQUAL � 4 3'-0' f'v'-8' i 3/4' SWING G WOOD WOOD _ , B _ Michael Gleber & f 1 / EQUAL S (a'-V 13/4' DBL-B1-FOLD A WOOD WOOD _ . _ Associates, P.A. fro 5-10, 6'-V 13/4' DBL-Bi-FOLD A WOOD WOOD - - x ' CLEAR Architecture, Interiors, _.. 6 i 3'-V 6'-V 13/4' SWINCs C WOOD WOOD - PlanningC / �-......., r a r a a LJ Z 5-m 6-s 1 3/4 D13L'-Bf-FOLD A WOOD. WOOD - - 9rt8 NE 2©th `AVeiluf' - Do ;z 15 yR QUEST ": p _ .�, .- ,,..�!?, I'.,.. _ .. „ ._. _ — `. --- :. y-; , :. ,.,, - .. - , r, .- - :� sill, FL 33304 naci� ,g r�n� `_� -.� - - _ ..I - _, - - ,., Lauderdale, H.C. RESTROOM Ft r 0 0= fn 6'-V 1 3/4' SWINCa E WOOD METAL YES A 1 HOUR 'c LAi3EL� PIREE RATED D E NOTE BELOW) 954 523 4450 KA_1fD4 11 21-6` V-8' 1 3/4' SW1NC3 D WOOD METAL YES '., C MINIMUM Vo* X 3b' LOUVER FOR WA FL License AR 0013490 1 .. �, Z = S'-t@u ;� 14'-10" TO EDGE OF SLAB ; 1VCAR13 iVtx 38794 2004 DOOR Ill WIDTH.RE 1:37 .- Michael GI@ber $i A880CiateB. PA' The professional services of the designer and/or Architect are undertaken for and are / - "WA" SCHEDULE performed In fhe interest of the project owner. OAV1iADOOR No conhaciwt otgation is asslsAec, by the iliaififr�siti �.11i1ti i I fINISHNOTES ds^igirer and f or fhb Archifsc4 for the benefit i Act ojea EMWL ALL NON FIRE RATED DOM TO BE Ex any other entity � �fgne and / or i •�"z � o p - , a Archittat disolakrts any responsibility for tht '�- - 1- 1/2" FAIR 14INGES STANLEY i-IOLLOW CORE PAINT GRADE - QCKv� r i iLA�3E existing &AdjrQ tionStrUChKe,rri site or any cond;t offier I f 2. I-F R FIRE RATED DOORS TO !3); a ore t ier instr !CLOSER LCN related to or intended to be used for any part j - { STRIKER ADAM SOLID CORE PAINT GRADE or parts of ttte txojeck wtuch do rat hear the This WORK AREA - 1 3 SILENCERS GLYNN JO! N:1N1! arcti teas esal. �3 MT DEVICE VON DUPRIN 3, PAINT TO BE DETEWINED AArcti t� o8 has � Ap"� ec s athe t WALL STOP IVES 5 E avervisim Pis drawing is provided as an DSL 131_faD SGL_ 131-FOLD SWING LOUVERED f--LAT-I-HR 8 �YACY 4. A NOTE IS TO BE PLACED ON Instrument m a ed the he use eon Architect and is Intended for the use on this 1-V2" PAIR WIN 63ES STANLEY 50TH SIDES OF DOOR o8 project only. yam to the Arch itechwai Works Copyrighted Protection Act of IM, all RECEPTION SWINCa FIRE P I CLOSER SCHLAGE AS FOLLOWS Drawsgs, Specifications, ktaim and Designs, _,....._ . _,. ,., ... LOSER LCN t u ;rtchidug the overall forts arrangement and 3 51LENLt GLYNN - AMIMA Ai`I 1 > on of the spaces and efwnents WALL STOP IVES appearing heratq constitute the origins C-i-;/2" copyrighted work of the Ardvftect Not for construction Mess al applicable permits are E STANLeE�7or obtak)ed Any reproductlon� use, or ciostue of I LOCKET .CC.11Lr .�G n contained fierain without ft prior written consent of the ArcMeas Is strie y 3 SILENCERS GLYNN - JOHNSON ;cha� prohMed (C) Copyright goat by tePL i WALL STOP IVES },v Gieber and Associates PA U -, STa� OR JMITO R CITY AF R (-ire" PR HAS STANLEY ' 3 SILENCERS GLl NN - JORiSON I WALL STOP IVES _- - J J LER Or �Cc^t N-VREt5T V aj• r O )� Z ` ten■ V., LM DOOR CJCi-- E UL SCALE: N T,5. 4 Room FINISH GHMoULALL EINTERIOR 1`1NI31-Ev TO 8E CLASS 8 RATED TALI LOCATION FLOOR BASE WALLS CEILlNC CABINETS CEILING 7 REMARKS 101 RECEPTION VCT VINYL PAINT-1 ACOUSTICAL 102 WOW AREA - 2 VCT .VINYL PAINT-1 103 WORG AREA - 1 VCT VINYL • PAINT-1 - 104 H.G_ RESTROOM TILE / VCT TILE / VINYL TILE / PAINT-1 .., - 105 CLOSET VCT VINYL FAINT-1 _ 106 OFFICE VCT VINYL PAINT-i _ " 10i AHU CLOSET VCT VINYL PAINT-1 j 8 OPEN BAY STORAGE CONCRETE - - Ofi'EN.TO STIa1CTURE - OPEN 1. R-5 WALL INSULATION AT THE PERIMETER 15 TO MATCH BUILDiNCx Ice RESTROOM TILE / VCT TiLE / VINYL TiLE / PAINT-{ ,ACOUSTICAL - 9'-0" CLOSET VCT VINYL PAINT-! ACOUSTICAL - AS DESIGNED IN SHELL PERMIT. U. LE MATERIALS ARE PERMiTTC) {N THE PLENUM 2. NO COMBUSTIBE SPACES. L 3, NO PVC SHALL BE USED IN THE PLENUM SPACES. BID LL 4. EXISTING BUiLDING SPELL AND ENTRANCE SHALL. COMPLY WITI-I NFPA 101 RN I GjH NOT E � C as AND FACBC CURRENT ED. ALL NEW INTERIOR BUILD -OUT SHALL COMPLY � � f+ WITH NFPA AND FACBC CURRENT ED. FLOM NG UALL FNISH WALL FNISW4N4T S F NISN AK)T S ' �- 5. ALL FLOOR LEVEL TO COMPLY WITH.FBC. NO CHANGES OF LEVEL SMALL. EXCEED 1 2" ON AN ACCESSOLE ROUTE. vCT_ AP INT-I - WUAMIN MOOD (OR EaIAL). PAKr ' A 1. ALL D00128 TO HE PAINT GRADE UNLESS NOTED MEidCER OR Et2UAi. APPLY TWO BATS OF PAINT TYP AT ALL OTHlSE ON PLAN DOOR FRAME TO BE PAINT COLOR AND ST11E TSD $Y OWNER ALL DOOR6 # FRAMES TO BE SEMi-�066 z 0 � o m w UL rp. THE LAYOUT AND DESIGN OF SPACES DEPICTED IN THESE PLANS COMPLY WITH THE REQUIREMENTS OF FLORIDA FIN1 I ALL WALLS TO BE ALL FINI�II rl�E PAFq TOTS TOILET ROOMS TO HAvE C PRE-1 UT14 COLONIAL CASM SEM!-GLOSa i !NlSE1.:BA144cE OF PARTITIONS 2. ALL INTERIOR WALL TO HAVE "ORAWiE FEEL" FINISH ¢ 0 .THE - COLOR TO HE DETERMIhEp To BE FLAT �1131.1- EASY cL>=Arl G2.lALlTY -0 � ® ACCESSIBILITY CODE FOR BUILDING: CONSTRICTION. 4 X 4 GERAhlI iN SHOWER A1aEA ONLY °� a o 1. ALL EXISTINCs CMU WALLS SHALL BE FINISHED WITH 11/2a GYPSUM WiT14 MIN. R-5 COLOR AND S TBD. HY 411R TIC - 4 X 4 CERAMiC N SHOWER AREA t7N1.Y COLOR AND 6ME TBD. BY OWNER NpT�, 1$NO c - NFPA W A (1999J SECTION 2-3JVJ (A) v�1411111111 E BOARD OVER METAL FURRING -,:CHANNELS �,d,I„I_ $,Q� C INSULATION BETWEEN, TO 3`-6" ABOVE FINISHED FLOOR tAFF.1.GClEWTME CONTRACI OR SHALL FIELD VERIFY THAT MIN. R-30 INSULATION iS VINYL - C `-g W1T#IIN FLE01 SPACES, i CL CD 0 MERCER VtNYL BASE (COLOR TBD) EXISTING ABOVE THE CEILING AREA AND IF a iS NOT, THE ACOUSTICAL TILE - } ..., , CONTRACTOR SHALL INSTALL SAME. CONTRACTOR SHALL NOTIFY TEE - A"TRLX* 24" X 48" X 5/0" LAY-N ARCHITECT OF ,ANY DISCREPANCIES. 48 TO MATCH WALL TILE IN SHOVER %W DE64NER MINATONE (RECCLAR) S. ALL DIMENSIONS ARE TO FINISHED FACE OF G.WB< UNLESS AREA ONLY. WITH 15/16" PRELUDE E45OSED TEE CsRID OTHERWISE NOTED. WHERE DIMENSIONS ARE NOTED TO (NON -RATED ASSEMBLY) 5E "CLEAR" OR "MIN. THEY REFER TO THE FINISHED FACE OF WALL.. S. PROVIDE WOOD BLOCKINCs IN WALL5 FOR SHELYiNCs, MIRRORS, AND CA13{NET WORK AS REQUIRED TO ACCOMMODATE `WrvTALL.ATION . A TU ,[ OWNER �IOR TO 4W 'C COORDINATE WITH CAB{NET MANUF C RER SNP ANY CONSTRUCTION. SEE DETAIL ELSEWI-ERj,,. ,, 10_ ALL WOOD BLOCK{NG AND FURRING SHALL Be FIRE RETARDANT. SALE: N.T.S. .4 / � \ DATE: 11, FiRE EXTINGUISHERS 6WALL BE LARSEN'S MODEL No. MP-10, MULTI -PURPOSE A15C, COMPLETE WiTH MOUNTING BRACKET, / 5 \ OR APPROVED SIMILAR r--- ---- ` ---- - -- `- ' DATE 12. CONTRACTOR TO VERIFY FIRE EXTINGUISHER LOCATIONS WITH PULL 51p£ FIRE MARSHAL BEFORE INSTALLATION. i 54 MIN i i' i E'A� � I t IflLISN SIDE _ ; I DATE 13_ FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO z _ - - - - - - - - - - ,_ 2";_ i I MIN I _ z _ _ 3 �� 1I/4" �---� �------- DATE FABRICATION OR INSTALLATION OF ANY ITEM, 14, BUILD OUT SHALL COMPLY WITH R,BC, 2001 EDITION FOR - FABRICATloN OR INSTALLATION of ANY ITEM. LATC14 SIDE AfROACH - LAIN SIDE APPROACH - r-------------- L Per Ownem Request ! i MINl 15, RE1*ER TO PERMi? DRAU1iNCsS ON FiLE WITH THE,CiiY FOR SHELL MIN 3LiDii DDORS WILDING AND SITE INFORMATION. ? ; DATA 04/Otl04 1510-MEDICAL WASTE COMMENTS; MR. DAVC OVERFIELD "OCHD-EVH" HINGE SIDE APPROACH - C14! 24" � A Per Owners Request AT 832 WEST CENTRAL .BLVD• BUILDM 02, ORL.ANDO OR SWINC�iNC MIN ! SIDE DATE 03/19/04 I ;_ _ GALL 1.401.6362550 ABOUT OBTAINING: A S10MEDiCAL WASTE I PERMIT OR EXEMPTION. .— r ------------ REVISIONS: SIDE A HOLM tlliiLL SE PLACED ON THE C/O tktTlL f�tiLL sIDE -- 54" M{ SLIDE SIO APPROAC14 - TWIS is COMPLETED. � r-------- , � � SIDE 5LlDING DOORS _� ------------- RELEASED - - - - - - - - - - - - , z FOR: PERMIT 11. A HOLD HAS SEEN PLACED ON THE CERTiFtCATE OF zI , I i DATE 12/11/03 OCCUPANCE FOR THIS PERMIT UNTIL A FINAL FIfE1 iN5PECTION FROM THE OFFICE OF THE FIRE MARSHELL \ �+ 1$" i i tII j 1-3A5 BEEN CONDUCTED AND APPROVED. PLEtSE : _ a PROJECT- G HB052-03 .0 GALL 1.401&36010 TO SCHEDULE A FiRE INSPECTION IN �i MINI -NOTE; 48 HRS NOTICE iS REOUIR1rD TO SCHEDULE :AN INSPECTION, «• ` A HOLD WILL SE PLACED ON THE C/0 UNTIL TN[S IS COMPLETED. FRONT APPROACH - I� LATCH SIDE APPROACH . SING u00R5 5WlNCaINtx DOORS GENERAL NOTES � S of to SCALD: N.T.S. SCALE N.T.S_ r' I I __ _ / _ = _ o ° i 30" X 4,0° CLE,A"-11 f I m - Q LLI _ 30" X 4?," CLEAR . I � In LLLQ LLi HLA m N j' I 2 = b- HW'Gff. EAF I Q-f 11-0" 3'-6'' i F'-Y/" I 1'-i011 15111 t- `� SCALE: 112" A TER SSUUPPL AND WASTE PiF�WALL HUN5 LAVATORY )ALL 5E INSTiALLED (IF APPTH LEVER TLiCABLE) ION T. 1.10T QAMERICAN STANDARD YORKVILLE I6-llr ELONGATED PIE55URE-AS6I5TED TOILET MOD" 2323.100, OR EQUAL. IREAR CIRAB 5AR 361Il/2" DIA MOUNTED 11/2n FROM WALL AT 34" AFF. $05RICIC ADA COMPLIANT MODEL (TYP). �--� COMPLIANT MODEL BAR 2111//211 DIA. MOUNTED I'/z" FROM WALL AT 34"Ai F, BOBRICK ADA TOILET PAPER DISPENSER MTD AT iS" AFF 5015RiCK MOD* 5236 (TYP-) ER��MO5( TOWEL DELIVERY MAX AFFCK C-FOLD DELIVERY MOD# 250-1TYP 24" X 36" MIRROR. MOUNT BOTTOM EDGE AT 40" AFF, MAX. 3611 X 36" MiNiMUM CLEAR 5HOWE:R STALL PER FBC CH, 112001 ED, OVERALL REQUTUAL SIZE = 3 EMENT5 FOR ACCE5551BLE � STALLS 1'-3" SGAILE: 1/2'r 1'-{ S A! E: 1!2" = i' Du (01-0'1 { 2' _On I .--- 6,„ i' 3ih t- Oo I L �I, TIC? PtT ROOM ELEVATION �` 5ATPROo .. 5<:�ALE: 1/2" i'-0" SCA'-E: 1/2" = 1'-0'' SCALE:-1/21'-0 r METAL STUDS im 2411 O.C. 2X& WOOD $LOCKAKx STAINLE86 STEEL CAB BAR 6 33 APP. S>=G3RE UJ/ SPAWE% WEAD SGRELU5 Q ET NOTES SCALE: N.T.S. -1 SCALE N.T.S. ELBc 104 - FIRE RESISTANT SEPARATIONS MIRROR [ LAVATORY CLEARANCE 104,1 OCCUPANCY SEPARATION REQUIREMENTS ice. THE FOLLOWING IEauli EMENTS SHALL AF'FLt t 104.1.1 THE MINIMUM FIRE RESISTANCE CJF coNSTRCTION SEPARATING ANY TW To LAVATOR'r FDaURES, vANITYS, AND BUILT IN LAYS D C OCCUPANCIES fN A BUILDING OF MIXI_g OCCUPANCIES SHALL BE THE 4�(GI-1ER RATit�(Cz REG�tIiRED F2 TIME OCCUPANCIES B1=fi SEPARATED.r arm c�IARg >_Av� BALL BE MOk�iTED UU�TH f RIM OR THE CO JVER SURFACE N0 W J ' E AS SPECIFIED IN TABLE 104.1 I ulrl M T1-M 34" AFF. FROVIDE A CLEAR410E OF � � E - -._-- TABLE 104.1 AT LEAST 29` AFF. TO THE BOTTOM OF THE AFROK 'h N N 5ATHROOM ELEVATION SCALE: 4/2" 4 '�— GEAR FLOOR SiaAGE A CLEAR FLOOR SPACE 3r X 481, IN fft" OF A LAV TO ALLOW FOB ArpROACII-L 6UC14 CLEAR FLOOR SPACE SHAI.L - • V I R R - - - { ` ADJOIN OR OVERLAP AN Ar,CESSABLE ROUTE AND 614ALL EX A MAX. OF n" BATH TIC LAV. 4 ( f I oSED fam AND Siff . HOT WATER AND DRAM F nS UNDER LAVS. SHALL BE INSULATED OR I I I I OTHERWISE, CZ FTrAMWD TO PROTECT AGA{NST C WACT I :g ` ) { T4�ERE SHALL BE NO SHARP OR ABRASIVE SUWACES I I X ` ! I IJOER LAVATORIES. ¢ "' � r n 4"AiICETS FAUCET'$ SHALL COMPLY UTH FAC 42U LEVEIeDLEV AEC "EX�AMM—EEscTRONfCALLv < 2 3 � I i ` -_ _ - - CAL®r� A' N � �✓ I { -2j ACCEPTABLE V00`t3. IF SELF-CLOSMCs VALVES ARE USED THE FAUCET SHALL R oFErt FOR AT BEAST 'j' j� j A+ j TYF. METAL AL. FURRING AND INS. METAL, STUD M=TAI LIAI_f= IIIAl I MIrcRORS SR&L BE MCAJN I CD A)ITH THE I U L / UJ L L •� 1. SEE 41126 (FBC) FOR FXCFPTIGN5 I 50TTOM EDGE OF THE REFLECT{NG °DACE NO 2. RATED 5EPA; ATiON 15 NOT REQUIRED FOR PAT -CAREOC PLIANCIES IN 55EMBLY OCCUP-` CIE5 U5ED PRIMARY FOR w R` iPl i. {-4IGPER Ti-iAih( 40" AFR �� ��� 1 1 1 %� � � 5 a, iN APARTMENT OCCUF,MC'IE5 CONTAINING A TRAY-CARB GC;.uPANCY 4 =!2 TN'E TWO EXIT ACCE55ES FROM THE DAYCARE OC :i PANCIE • OE CL.1 (� A ENTER THE SAME CORRiDORA5 THE APARTMENT OCCUPANCY, THE EXIT ACCE55 5NALL BE SEPARATED IN THE CORRIDOR BY A SMOKE ( i4 CL- �_�Ir THE R 15 A E v A ;-;A H 5i5?ANC£ RATIO.,,' G ND7 L£S5 THAN 1 4C,1�E' 7NE FiRE €FATED SMOKE 5A�i? R 5HALL BE LOCATED 50 71 4T � �" M� i---------- tNERe I5 AN EXIT ON EAGN SIDE. j X 4. FIRE RATED 5£PAR"t'^ ! 15 NO? G i v FOR DAY-CARE NO €5 I l 'A55EM5L Y OCGU: NC!E5 U5ED "RVAR=Y ? t 2`N:ol\C _ Y X--------------- 2 X io lU0ai7 3LOGICII�Irs TO t3E APPLIED T4 WAL 1.1U14G L4V_ �i1//mil WALL TYP SCHEDULE �+ 15T S+ � TION NOTES DETAIL: ADA ,L�tY�fTORY CLEARANCE � FIRE PSIS 1 T �J t�t"t 1SG SCALE: I" i'-D" SGAI-F.: N.T.S. AE Now C.GN5 R)CMN ONE LAYER 510" TYPE 'X' GYP_ WALLBOARD APPLIED PARALLEL TO EACH 51DE OF MAN. A." METAL STUDS SPACED 24' O.C. WITH I'LONG TYPE 5 - DRYWALL SCREWS r O.L. TO EDGE5 AND 12" O.C. TO INTERMEDIATE STUDS. 5TUD5 ATTACHED TO FLOOR AND CEILI; S TRACKS W/ If2' LONG TYPE 8 DRYWALL SCREWS (GLASS FIBER OR MINERAL WOOL BATT MATERIAL BEARING THE UL CLASSIFICATION mi;xlwC AS TO FIRE RESISTANCE OF A THICKNESS TO COMPLETELY FILL STUD CAVITY. SEE PARTITION TYPE FOR LOCATION OF BATT INSULATION. I PR FATED PARTITiON Michael Gleber & Associates, P.A. Architecture, Interiors, Planning 918 NE 20th Avenue Ft. Lauderdale, FL 33304 954 523-4450 FL License Aft 0013490 NCARB Na 39794 O 2004 Michael Gleber & Assoclates. f A The professionai services of the designer and/or ArcMact are undertaken for and are performed m the interest of the project owns. No contractual obligation is assumed by the designer and / or the Architect for the benefit of any other entity involved in this project Exisfkng conditions The designer and / or Architect disclaims any resporisibility for the exisft buildkv stmchre site conditions, existing construction elen a or any other documents, drawings, or other instruments retated to or intended to be used for any part of tt,e winch de tsos bear the or parts fuolect, architect's seal This drawing has been prepared by the Architect, or under the drawing is ros direct da stgarvisiw>. This drarr�g is Provided as an kistrxtant of services by the Designer / Architect and is intended for the use on this project only. Pursuant to the Architectural Works Copyrighted Protection Act of teen, all Drawings, Spe ificatioM ideas, and Designs, j the overa9 fora arrangement and cornpOsition of the spaces and elemenfa appearing heren constitute the original. copyrighted work of the Architect Not for corstructim unie4s ag applicable permtis arc obtained Any rein uctjon, use, or disclosure of -rdormaton contained herein without the prior written consent of the Architects is strictty prohibited (0) Copynght 2004 by Michael Gleber and Associates PA OOD 5G/a,LE: 1/2" = r-D" n1 LAYER OF 5iell TYPE `tXhh GYPSUM WALLBOARD ON 2X4 WOOD STUDS -9 24" O.C. B 1 (OR 2 AS SHOWN) LAYER OF rl/sn TYPE 'tX" G.W.B_ ON Ae" METAL STUDS 0 24" O.C. 0 � > � @ 1 LAYER OF 1i2 t1 TYPE "X" GYPSUM WALLBOARD ON 3 B/a" METAL STUDS 6 2411 O.C. I LAYER OF 4/2" TYPE "X" GYPSUM WALLBOARD�E ON is/a" METAL STUDS g 24" O.C. TO UNDERSIDE cc OF ROOF STRUCTURE E GALVANIZED METAL RUNNER zE F NOT USED 41-0 G R-30 BATT INSULATION CO lo— H CEILING AS PER SCHEDULE i EXTEND STUD TO UNDERSIDE OF STRUCTURE. PROVIDE BRACING AS REQUIRED. JK TAPE, COMPOUND, SAND 4 PAINT ALL JOINTS P X FINISHED WOOD CAP RAIL 2X4 WOOD TOP PLATE VIi�YL CORNER BEAD 10 EACH SiDE BASE AS PER FINISH SCHEDULE O WALL FINISH AS PER FINISH SCHEDULE Z4� P PREFiNISHED ALUMINUM P` X iii TRIM, CONTINOUS AT FINISHED CEILING Q STRUCTURE ABOVE Z* DATE: R FLOOR SEALANT S FLOOR FINISH AS PER FINISH SCHEDULE 1 LAYER OF 1/2" PLYWOOD ON METAL SPUDS JOINTS TO BE OPPOSITE GYPSUM WALLBOARD A13 Ti'J 6 ° ' of ' C0 . f �JLo (L t- lit C a �4W , W� i• • COL. VL. e Go � � � � o 7 a O �� t DATE: . • %5`� DATE: DATE' PtBf '�wi1M^8 Request DATE 04/01lU4 APer Owners Request DATE 43/78/04 REVISIONS: RELEASED FOR: PERMIT DATE 12/1UO3 PROJECT: 1iBC-052-03 F Z r ER O NERS iREQUE5T AHU CL05ET.101 AND CL05ET II0 - _ .. PER OthNERS RcQJES? REVISED - - -- - - TO B•E _OMEIN_D.It\TO I ROr'M .,..... � .. AHU LIGHT RELOCATED. ,'"' �= - • G1_ 7 G OSET t O O t0F , Associates, P.A. L---� f ( I //� / / / / �� i / /��� ; Architecture, interiors, Planning IRE$ v c T 1 OFFICE ' , 918 NE 20th Avenue W.C. RE�sTROoht ' ft Lauderdale, FL 33304 - % 954 523-4450 Al F 1 --- L License AR 0013490 NI CARE Na 39754 2004 Michas! Gteber & Asf3ociatss PA Professional services of the designer and/or Architect are undertaken for and are / pfrfomned In the Interest of the project owner: AREA i / No corgi obligation is assumed by the WORKdeftw and / or the Architect for the t>eneflt OPEN 5Ai STORAGE tD2 1 / (--� I --�� -- �I WORK AREA - i of any con entity I The designer i this and I r tm8 / 1[Z Existirtig carnditlorna The designer and / or OXMI gt �Cteirr`rs any" rbs ite OW& for th0 f 1 exist�'� stnactiae, site corsditlorss."� ' exsfvng construction elements, or any other �— �— �—� �-� r —documeniz, drawings, or other instnanerds i related to or intended to be used for any part I} or Wht of the pro)aA which do net beef' the Li aL drams has been prepared by the / Architect or wider the Archftect`s direct RECEPTION\ , ; 1 `, /! ;- supervision This drawing is provided as an � of services by the Designer / Architect and is intended for the use on this project ordX Pursuant to the Architecture! Works Copyrighted Protection Act of 1990, all Drawings, Specifications. Ideas, and Desi{na. including the overall form arrangement and composition of the spaces and elements _--- / appearing hereim constitute the original. copyrighted work of the Architect Not for constructfon unless aff appkabte permits are ob>aned. AM rep"Kkxft% use, or &Actosre of 1 i Information contained herein Wthout the prior written of ft Architects Drohibfted (C) Copyright 2004 by Michael Gleber and Associates PA 777/7 R%SFLECTED GE ! L ING- PLAN� SCALE: 1/4" 1'-0' -ER OU- IER5 REQUE5T .. --. _ _ i 0 AHU CLOSET IOI AND CLOSET II0 _ _ - . — -- > a� TO BE COMBINED INTO. I F.'OOM ' ` - - ' _ -... .. .. t1J . i-R Oi1JNEr<o f�QUEoT R� /!.,_L F— E5_ .. .. L i�a � Rc,�r- - - v, .,.. Y Ui ® ANU ; - -- ♦� ww LOSET / V WOWC CLOSET fD-I co//. / Ci 0' RESTROOM i Off -ICE c / - -- X 40 R " to H.C. ` ® CC U. CLOSET10 10 ® 3O X- 4Wgo LM ® '�NOT . ' S� AN .� /U. EXIT IF - OPEN BAY STORAGE co�� tray RECEP7lON LL v L UiORK AREA 2 101 UJ WORK AREA - i } C OO w Qf UL ®`. ® CL � � •0 ! >_ E 1C !4LIP. V,------------- ar c� A x FFIREEGi 55 TRAVEL D I AGRA ` 2 a - DATE: N77 5G4LE: 1/4" I'-0" a DATE: _o . DATE: A DATE: QPer Owners Request DATE: 04/01/04 Per Owners Request DATe 03/*/04 REVISIONS: RELEASED FOR: PERMIT DATE 12/11/03 PROJECT: HBC-052-03 0 ••,.- i 1 d Of 12 OPEN BAY STORAGE 4 CU A-2, 4 A-3t. <.t AL 4 AEU A-11 AH.I A -IS CL / A-t, 3xx -ts if�1l ' 2 . ._. F'cR CJiU�fcii5 RF.=eST AHU CL05ET IOI.ANP CL05ET 110 / TO BE COMBINED INTO I ROOM A-n OFFICE CLOSET 1 106 u0 A-]& 77 4-11 UJORC AREA - 2 � IO2 A-19 FAW 0 H A_ aw A-14 A-13 RE5 ATROOM 2 F'ER Otis\ERS RE^xi1EST BATNR00M REv15ED AND • F2>rGcVTtC,�LE RELOrATE7� A-11 Sc A-31 Michael Gleber & Associates, P.A. i - . Architecture, Interiors, Planning WX 4OP' .C' �¢ 918 NE 20th Avenue X 45'. a,R ' A-21 LFt Lauderdale, FL 33304 H.C. Rr:STROOM 954 523-4450 FL License AR 0013490 ... _. A-21 NCARB No. 39794 2004 ! : i Michael Gleber & Assoclates. PA �G} X 45".CLEAR i �'._: The professional services of the designer and/or Architect are undertaken for and are / performed in the interest of the project owns(. A-21 No contractual obligation is assumed by the designer and / or the Architect for the benefit of any other entity involved in this project_ Existing cwktions: The designer and / or Architect disclaims any responsibility for the ®nisturg bw'idmg structure, site conditions. existing coast uctlim elements, or any other documents, drawinlM or other instnanarrts related to or intended to be used for any part or parts of the project which do not bear the WOW AREA - I architects seat. This drawing has been prepared by Via I03 Architect, or wider the Architect's direct supervision This drawing is provided as an instrument of services by the Designer Architect and is intended for the use on this project only. Pursuant to the Architectural _ Works copyrighted Protection Act of IM, all A-20 Q EL CTRICAL LIGHTING FLAN 5C4,LE: 1/4" = 1'_0 1. AS PER NEB-11�-9 INTERRUPTING RATING R DUPLEX RECEPTACLE - 125V 20AMP NEMA 5-2M MOUNT 5" AFF. REENHECK MODEL GTD Ic�HTIN� LOAD EQUIPMENT INTENDED TO INTERRUPT CURRENT AT FAULT LEVELS (STANDARD), 42" AFF. AT COUNTERTOP OR AS NOTED Gnm TIME DELAY SWITCH 50OW MAX SHALL HAVE AN INTERR 4FTiNG RATING affICIENT FOR THE NOMINAL CIRCUIT VOLTAGE AND THE CURRENT T14AT IS AVAILABLE AT LINE DUPLEX i2ECEPTACLE ON GROUND FAULT INTERUPTER CIRCUIT. U L 125Y - 20 AMP - NEMA 5-20R 120V-�oOHZ TERMINALS OF THE EQUIPMENT. AC INPUT FRACTIONAL EQUIPMENT INTENDED TO INTERRUPTING CURRENT AT OTHER THAN FAULT QUAD RECEPTACLE 125V - 20 AMR - NEMA 5-20K MOUNT 15" AFF. LEVELS SHALL HAVE AN INTERUPTING RATING AT NOMINAL� CIRCUIT (STANDARD) 42" AT COUNTERTOPS OR AS NOTED EXHAUST FAN VOLTAGE SUFFICIENT FOR T14E CURRENT THAT MUST BE INTERRUPTED. (iS AMP MAX) FLOOR MOUNTED DUPLEX RECEPTACLE - 125V - 20AMP - NEMA 5-20R, 2. AS PER NEC-511-20 (a) WET LOCATIONS NEUTRAL E ALL RECEPTACLES AND EIxED EQUIPMENT WiTHIN THE AREA OF � FLOOR MOUNTED JUNCTION SOX THE WET LOCATION SHALL HAVE GROUNT-FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONAL IF'INTERRUPTION OF POWER UNDER FAULT WALL SWITCH I POLE - 125V - 20 AMP. MOUNT 46" AFF, CONDITIONS CAN BE TOLERATED, OR BE SERVED BY AN ISOLATED 42" AFF. AT C"TERTOP5 OR AS NOTED. QUIET TYPE POWER SYSTEM IF SUCH iNTERRUPTION CANNOT BE TOLERATED. r,`=x r T!cNS: izRANGN CIRCUITS 5UPPLYINCa ONLY LWED. FIXED, �TNEF.4FEUTiG 40 - 3 uJAY WALL SWITCH -_ 3 WAY - Inv 20 AMP, MOUNT 4(v AFF. OR AS NOTED DIAGNOSTIC EQUIR'IENT SHALL BE FERNITTED TO BE 5UFFLIED FROM A NORMAL GROUND WALL SWITCH - 4 WAS- 125V - 20 AMP, MOUNT 46' AFF. OR AS NOTED SERv€c.E, SINGLE- OR 3-©H'ASE a7STEM FF v1f) 1,-) TWAT: a WAY N01'I (a) u! 4 1 Ot . I OU�ty AND ! OI� TE ! Ou!T�� c�= NOT cccuP`r DIMMER SWITCH - 125V 20 AMP - 600 W, MOUNT 46" AFF. OR A5 NOTED L THE TIME DELAY CAN 5E SET TO ALLOW A PAN TO CONTINUE OPERATING THE SAME FR4CEIU4Y 4N6 D FROM I MIN. TO +'oo MIN. AFTER SWITCH IS TURNED OFEt LIGHTING CAN lb1 ALL COPl�UGT!VE 5UO-AGES OF THE E�U!Rfi?ENT ARE r:�O±1�ln n ALSO BE CONTROLLED. PROVIDE 2X4 BACK BOX FOR MOUNTING. cram 2_ TIME DELAY SWITCH 15 SUPPLIED WiTH EXHAUST FAN, COORDINATE WiTH ELECTRICAL PANELBOARD SEE PANEL SCHEDULE MECHANICAL CONTRACTOR. TIME SWITCH INSTALLED 5Y ELECTRICAL ^ CONTRACTOR �} WALL MOUNTED JUNCTION SOX - FIXTURE TB. GENERAL NOTES ELECTRICAL 5'�'M50LS TOILET X#- AU5T FANCONTROL .:. SCALE: N� T.5. � , � SCALE. N.T.Q. .aGALE: N.I..�. Drawkq% Specifications, {leas, and Designs, inch the overall form, arrangement and VwVowho n of the spaces and awmerds 20 A-2ff, ► appearing herein, Constitute the orrghal, copyrighted work of the Architect Not for construction unless all applicable permits are OF obtained Any reproduction, use, or disclosure of infuriation cont 3ined herein without the prior written consent of the Architects is strictly A-20 prohibited (C) copyright 2004 by Michael eieber and Associates PA A-20 A-20 _1A-31h C AD » UJ - {� 0 LM - - - w _m c o z C Z wa LL cc Lw C C 000 CC U. Ci Lw >> C 49 m -0 z 00 all m L1- a M o> Co -d gsama�� � . m � �, c �0 � co E= 2~ m 2 A -"" DATE A� COMPUTER TERMINAL OUTLET LOCATION: 3/44 CONDUIT STUB TO DATE- 12" ABOVE CEILING A� 7 TELEPHONE OUTLET AND JACK LOCATION. 3/4"0 CONDUIT STUB TO DATE: 12" ABOVE CEILING TELEPHONE OUTLET AND JACK / COMnTER TERMINAL OUTLET LOCATION. / 3/4"0 CONDUIT STUB TO 12" ABOVE CEILING DATE TO THERMOSTAT LOCATION, MOUNTED 54 AFF. Per Owns Request ADATE WOV" EXHAUST FAN - FRACTIONAL HORSEPOWER Per Owners Request tD SWITCH `—� DISCONNECT .DATE ' 03/19l04 I' X &' FLUORESCENT INDEPENDENT DROP LIGHT "LUMAX" (OR EQUAL) REVISIONS: 2' X 4' FLUORESCENT LAY -IN TROFFER, "J_UMAX" (OR EQUAL) RELEASED FOR . PERMIT 2' X 2' FLUORESCENT LAY -IN TROFFER, "LUMAX" (OR EQUAL) DATE 12i11l03 0 INCANDESCENT DOWNLIGHT, "JUNO" (OR EQUAL) PROJECT. HSC-052-03 COMBINATION EMERGENCY BATTERY PACK WITH !_AMPS A!4D EXIT SIGN WiTH LED. LAMPS 4 INCANDESENT EMEi G. FLOOR LIGHTS "PRIFSCOLITE" (OR EQUAL Its EMERGENCY BATTERY PACK WITH LAMP n'PRESCOLiTF OR EQUAL._ � T OF 'M r , NEW 36" X 36" CONIC. SLAB ON GRADE, 4" GU-} THICK FOR COND. UNIT MAINTAIN 12" MIN _ _.. n CLEARANCE ALL AROUND COND 318" LIQUID 4 3/4 SUCTION LINES OVERI.E0 RISE IN CLOSET WITH INSULATION Michael Gleber & FER OWNERS REOUEST AS PER FBC 2001 EDITiON, DROP IN WALL . FIRE CAULK m4R WALL OPENINGS_ A:+u CLOSET im? AND CLOSET iiO - .. -- COVER LINES OUTSIDE WiTH METAL CovER, PUNCTUI? EXTERIOR WALL AS NECESSARY ?J BE COMBINED INTO I. ROOM Associates, P.A.. _ Q TO CONNECT TO CU-I. PATCH EXTERloR WALL PER MAiS.PACTURER Rr=ca-voATIONS. _ T - hr#ectur , Inte . PI f I( - rs, Z, - . — r -- Arc a rho arming " osT 9i8 PER Otf3;2ER5 R=UUES? REV;SEG, ' i ! NE 2t}th Avenue — -- CLOSET I Ft, Lauderdale, I �T i 105 La dale, FL 33304 954 5 I s i .. I � , ,--—___.��. I - -- __=---- 23-4450 IOg I R/A vER I OFFICE L .. ! I L ._:_i..__�I -- f _........, :_ __.- L. _.- DOOR 106 — - -- - -- - - 1 FL License AR $ _ \ ___JI 0013490 GARB Aio: 35794 2004 1 I O I R/A TRAM R ( ( I Michael GMW S 1 I Associates PA GRILLE l F�.C, RE8TR001"i I i — ! f ! IID4 I00 I I i I i I ,fM professional sew of the designer and/or Architect ue WxIartaken for and are R/A LOUVE I I I I I ' ! I j 1 \ / i f performed to the Interest the project ox r. 1. DOOR � I I � I i � l I VD $ � j ' i No contractual obfgation is asstffmd by the designer end / or the Architect for the beriefd i - I i of any other invohred in ti-da CLOSET Exharing oondit(arta: The a � /� or If0 1 I I Architect ftdaima any r�oMb[Hty for the ! .. eX{sta�9 bu�9 strucbse, site tondrtiorts, edo0rrnents, or arty other - — idrawings, Or OH19r bl8trun1eni8 related to or iMerMed toOr Parts Of ft be used for arty Part TRANSF R I I I _i-.WORK AREA > } i arcAf4eets seat vtslch do rim bear the ILLS:; i !' - _ - This drawing has been Prepared by the .. ; .,1 , ., _ _ f03 Architect Or raider the Architects direct OPEN BAY STORAGE-/ / / ( / I supervtsiort This drawee is provided as an Oi0s I I i k*ftMeM of services by the Designer / I i I Architect and is srterxted for the use on this ---------- �_--� V I I I / 1 I Project oniy. Pursuant to the Architectural RIA_..___......... _, - _._.w—.._�_..._ works Copyrighted Protection Act of *W, aH TRAN-CFEGRILLE R { R/1� TRANSFER 1 ; ---I ft � armi � I GRILLE ; j composition of,he.apnces arw etemants ---- -- _.•...__ i I i i f --- I apDearfng herein conatrwte the orjg� -._ .•_- I ,_ ,_ _ . ._ I i copyrighted work at the Architect 0 for ; -_-------� cormtruction uNess a@ RECEPTION I I i� I 1 obtakled. Any faWoducdal use disclosure of written come nftof the ArchiWA�� s is aWG* 2 I I -, __ - I fxohb ted iC) Copyright 2004 by Kchaet i ' WORK AREA - 2 - -- �- '_ Kiteber and Associates PA ------------ Ell -_ I I w co C! Uj �. Uj to .. �m �o tZ MECHANICAL PLAN 5CALE: 1/4" _ P- " A FLEX DUCT 4 i• DO NOT SCALE THE DWiS. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS A AC GRILLE / C.F.M. SPEGIFICATIOI ! Cf.M_ 2 COORDINATE EXACT LOCATION OF ALL DIFR48E1�5 AND F t5 WITH ARCHITECTURAL GFM. CUBIC FEET PER MINUTE REFLECTIVE CE'LWx PLAN S�rriif 3. ALL WOW SHALL COMPLY WiTH THE LATEST EDITION OF THE FLORIDA 0) THERMOSTAT SPLIT SYSTEM .7�tt��D�LE BU(LDlhiCs CODE - W-A AND ALL LOCAL CODE AMENDMENTS: SMOKE DETECTOR WITH FIRE DAMPENER (AUTO SHUTDOWN) AIR NANDLEi� UNIT 4. ALL PENETRATIONS OF REQUREE FORE RATED WALLS AND CEILiNCsS SMALL BE UNIT u. :� WITH AN AGGESS[BLE Ul. LABELED FIRE DAMPER. SUPPLY AIR DIFRJrv-ER DESCRiP1�iON s ,t�Nl,l-1CONDEWNG DESCRIPTiON CU-1 •�•• Im 5. ALL EXHAUST FLEX DUCTS �Al.L 81= 31�E1`'t METAL, I1+�TALLED, 51=AL1=D AND SUl'f'ORT1=D MANUFACTURER I TRANS• 1N A� WITH i 1 LATEST EDtT4ori �" LOW vE!_oc1tY DUCT RETURN GRILL OR EXHAUST GRILL MANUFACTURER I TRANE CoC 0 'p coNSTR1c7toN STANDARD. MODEL NUMBER . 6. ALL AiR CONDITION DUCT SHALL BE RW F1BEWA-ASS DUCT BOARD -- -_ -- TWEfI�6 Pi305 --- _ MODEL N(�M�ER LL V INSTALLED IN ACCORDANCE Witi-I & A F1BRns GLASS DUCT L ` TURNING VANES TOTAL CFM 2000- ---------------------------------_> A�o(aD MANUAL ALL DUCT IN PLENUM SPACE SHALL BE R-6 MfNlh�t. FLEX NOMINAL. TONS RESI-I AIR (G1=MJ - - I'_� DUCT R-b.O SHALL BE USER AS iNDiCATED ARCHITECT TO APPROVE ---.- - _-_-- SEE GALCS CHAt�ES IN WRITING. NO, OF: COMPRESSORS vD ENT. AIR TEMP. i 35' Rl A EACH _. _ i 1 a Z7 TWIST - IN COLLAR WITH vOLUME DAMFNER SENSIBLE I-iE,4T (MSNJ I 288 Z 1, G�fiTE L)RA{N LINES OEXTEND 1"34lUhk TO SOAKACsE PIT GONSiSTi1JCs -- 42� L.R 4 EACH I 1690 w OF 1/4" TO 314" GRAVEL OVER LOOSE SOB_ AREA OF GRAVEL. 16 24" DEEP _ WITH 18" HORIZONTAL SPAN IN BOTH DIRECTIONS. LiNE TO BE RIN ON ROOF TOP. TOTAL CAPACITY' (MBHJ FIBEW-'sLASS RI=TURN AIR DUCT WORK _ _.___.._ 58.1 NO. OF CON5ENSOR FANS ( � � .. _._w�« BLOWER MOTOR H P -- -- LINE N OPEN CI�1.! CELL AND COME THR4:I CM 1lA1..L. No MORE THAN , .::; i 3/4 12" ABOVE GRADE DROP .. _ _-._: .m-...... _ --- -- --- � �.L_A EACH FIBEI�LASS SUPPLY DUCT WOW VOLTS / PH / HZ - * CONTRACTOR 240 / 1 / 60 MOLTS / PH / HZ -- � 1.4 BALL PROVIDE AN #�iL3�:fi'i:N�T T1=Fi1' N� �LANCIr FOR ALL 575'CEMS .--._--- --- 240 ! 1 / 60 UNIT WEIGHT (LBS) --.t-_-- ___.._w_ f 9 AS PER F.BO SLEEVED. f'1Plhirs 7HROiiGH MASONRY SLAM AND OR WALLS MUST BE FLEXIBLE DUCT -- - -- -- - -- �- 193 _ MAX. BREAKER SIZE 4 60 "� PROPERLY BLESSED. MATCHING CONDENSiNG UNiT 1--TTA0600 — - ------ i--- � Qs UNiT l�IGHT I0. No TtSLE MATERIALS SHALL BE ALLOWED ABOVE CEILING M i2I=TUtTi FD FIRD DAMPER � ELECTRIC -;-iCW i240V1------------�- 10.Q} - --- ------ ---- --- - --- ---- - I ---------- -----=-----_.------.---- SYSTEM E.E.R. / S.E.E.R. I 14.0 C? E � .CrJ _I AIR PLENUM SYSTEM. cb NEATER BTUH - I 34.1 LIQUID LINE C 11, MECHANICAL E 1IPMENT SHALL 6E PROVIDED UTH PROPER CLEARANCE FOR SERVICING CONDENSATE DRAIN LINE - - - _,....._._.._ OF EGilJIPMEN7. INSTALLATION OF THE EQUIPMENT 8i-LACE COMPLY tU1TFi T� OAL OU78IDE AIR LOl{Y)=R5 IN51DE STACxE ,� � _ E (IN) — - I 3} � MANUFACTURERS SPECIFICATIONS AND C:i.EA�NCE 1s�QU1RI�"EN'S F6GM CH. 3 AND CH. 6 ----____-- _---------------------_-_-- SUCTION LINE (1NJ F/A FRESH OUTSIDE AIR UNIT VOLTAGE �240 -- ------ -- I - --- (� l"� - Y __...- __.. __.. w...._ _ .,... _ ,.. R/A RETURN AiR SUCTION (iN. OD) ------- LIQUID (IN. OD) -- A/C LOAD CALCULATIONS PER Th45LE 403.3 F5C MEGHANICAL NOTES MECHANICAL -SYM SCALE: N.T.Q. 2 SCALE: I I.T.S. BA5ED ON BU51NE55 OCCUPANCY / OFFICE 5PAC!= OF PEOPLE / 1000 50, FT. /6\ AREA NO. PEOPLE FAA REQ ACTUAL CFM TOTAL TONS DATE HANG DUCTS ACCORDING 1250 9 180 C" 1940 -- S _ 5 TO SMACNA STANDARDS -- - ._——._.._.._.__.____. - - --- DATE NQTE: F.S.C. 2001 MECHANICAL /4\ N DATE INSULATED 510 ;B MAKEUP AIR TYPICAL CHANNEL ,�-1=LEX DUCT I I - THE A/C 1�IIi BPI=GIFiEi7 I�I�IN IS BASED t�+l T}� BUSINESS OCCUPANCY MAKEUP AIR SHALL BE PROVIDED AT A RATE � S" ,P TYPICAL i AND STRAP DUCT OF THE FBC AND TABLE 403.3 (Z PEOPLE / W Sa Ft.) MAKEUP AIR SHAELY EQUAL R THE RATE THAT 3 HANGINMETAL - DUCTWORK SHALL BE 1NSTALLEc) IN PLI=Nlm SPACE. AIR 15 EXHAUSTED BY T14E (HAZARDOUS)AT � DATE A E ADUCT LTERNATE �' i SAGAUGE, ICAL e DO NOT CUT i-WR FIRE RATED GW5 CEILING 1=XHAUST SYSTEM. MAKEUP AIR INTAKE$ LOCATION DRAUIBAND 4'-0" O_G. - F/A CALCULATED AT 20 CFM -PER- PERSON SHALL. BE LOCATED so As To AvotD /2\ P� OlARi9r8 -- (TYP) RECIRCULATION OF CC NTAMINATED AIR. ROquest -- -. \ - F/A INTAKE LOCATED ON ROOF. 14" X 14- ROOF CAP fit/ BIRD? DATE 04/01/04 1" INSULATED •� SCREEN, VERIFY M FIELD. INSTALL MR its'-0" FROM EXHAUST. PLENUM _ - SOUND METAL AND NOT s / \ Per Owme Request TRAP DUCT BOARD DUCTS SUPPORT TO BE A !i\ DATE 03/�/04 MINIMUMM , 1 2" 60 OUTSIDE i41P, BEMIRE ENT"" REVISIONS: PER FMG 1ID42, 6ID3 LAY-1N CEIL,'G 24" X 24" PER FLORIDA BUILDING CODE 2001 ED. - MECHANICAL - T, L.E 4D3.3 ECG CRATE iYPE- OFFICE RELEASED FOR PERMIT �- MQ: 1 PEOPLE PER 1,000 S.F, 20 CFM PER PERSON WARITITION RTU-1 - 2b68 DATE: 12/11/03 2568 X (1 / 1000) = 18 PEOMX TYPICAL 1-IANCa1NCz 9 X 20 = 360 CFM REQUIRED (430 &PPLIED1 PROJECT: HBC-052-03 STRAP AND SADDLE METAL AND ' `\\\ HAMIWa DETAIL FLEX DUCT - - a' 6`-0" O.C. _ J. CEILING TURN AI T N ER METHODS O HANGING PUCTS M w: ECHANICA SCHE U $ v �CII=IC�ATI SCALE: N.T.Q. ��yy h f SCALE: NIN 1.T.S. - V t�I�L SCALE: N. f J_ LK�MENT5 8 OF 12 .._.__ m moil 3 I . 3 11-1/2"1 3"YTW Co ) LAY WC Z PER C^WNERS RECeUEST REvlSED _. RESTRCOM - PER C;J.'.YERS R=ClUE57 \\ ADDITIONAL BATHROO. tt NEW FIXTURES TO IEE DETERMINED EY G-UNER PER OWNERS REQUEST AHU CLOSET 10-1 AND CLOSET RO Co TO BE CCN5INED INTO I ROOM ! 1-112° 5AN1TAi='-*' p1pIN G F11-AN W77 SCALE- N.T.S. CONNECT TO CITY SUPPLY LINES SEE CIVIL DR4WiNC FOR .. DETAILS AND SPECIFICATIONS I" CITY METER >. ------------- LAY UI jl Z PER UUERS REQUS AHCLOSETJ1 AND LOET I!_ PER OwNER5 RE<�UE5T REVISE,%' i TO BE GOMS!^!EI] INTO I ROOM - - REST ROOM 1 � PER OWNERS REQUEST \ ADDITIONAL 5ATF4ROO.M NEW FIXTURES TO SE I `� DETERMINED BY OITNER 1 I E �I i i { ,_.—.—.—._._.—....—.—.—..._._. _._.—.—.—.—.... .—..._.J L LKJ - !' W5 H13 CONNECTS TO EXISTING HLAV 4" CO CITY SEWER LINES SEE CIVIL DR4Wii+K�6 FOR DETAILS AND SPECIFICATIONS 4" 5H �I1 X 4&" CLEAR.: w X 48" ri FAfa 4" .1-NllC I I� Er, I Il I I I II f I tl ;NEW WATER HEATER LOCATION 1 WH PEF2t3�ERS R=e; 1iE5' I ` V„ G FAR �-!- :11J' X 4v CI BAR HLAV r / i( tt1`Vli � l '3'D X.43" CLEAR; I SCALE-- N.T.S. T G �' AND SEN7 Ti-iE GENERAL SCOPE of ti#DRK THE W. ALL FLOOR DRAINS SHALL HAVE TRAP SEAL FITTW-15. F�...I M5 f NG � � iCTUR. ;.E- LIST C.O. CLEAN OUT 1. PLANS ARE DIAGRAMMA I t7NL F �ITRBIDDING AND SHALL INVESTIGATE CW. Dc�STIC COLD WATER L COR SHALL VERIFY LOCATION Il. THE CONTRACTOR £aI-#ALL A�1` AND PAY FOR At-L PERM}TS, #NSPECT#ONs AND gUBMit, ALTEMAi'E Ott 5 FOR APPROVAL. COLOR 16 W1i1"M UOKES, DlMEN5ION5 AND INVERT ELEYAT IONS CF ALL ON -SITE SANITARY SEWER5, WATER REiNSPECTION5 REQUIRED.. DOME5TiC HOT WATER MANS AND NATURAL. GAS MANS, AND MAKE CERTAIN THAT ALL GOiV�1EGTl�iS CAN BE lCTS. fit. AS PER FBG CURRENT >=DCt[ON DETERMINATION OF HAZARDOUS MATERIALS: HLAY AM. STAND. WALL HUNG 1-{AND#CAPPED LAY WIT-# CARRIER MAKE. THE CONTRACTOR SHALL MAKE THE ARGHiTEC7 /ENGINEER AWARE ALL GONFL THE PR�Ty . R IS TO VERIFY THAT THERE ARE NO HAZARDOUS S140.013 FAUCET WITH 4" WRIST BLADES. C-Ab ORA[N, 112305 Y.T R VENT 3HRU ROOF 2, DO NOT SCALE THE DWG6. CONSULT T 14E ARCHITECTURAL AND STRUCTURAL DWGS. FOR MATERIALS TO BE SPORED {N T1415 SPACE. 14WX12 WITH TRi #Ei5RO WI t 105 LAY (A1ARD INSULATION DIMENSIONS. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND MOUNTING 13. A5 PER FBC CURRENT EDITION DRAINAGE SYSTEM MINIMUM SIZE: >< SOY SHUT OF VALVE HEIGHTS OF ALL PLUMBING FIXTURES AND DRAINS. ANY PORTION THE SANITARY DRAINAGE SYSTEM INSTALLED AM. STAND. HANDICAPPED WATER SAYER WATER CLOSET 3. CONSULT THE ARCHITECTURAL DWCZS FOR ALL GRADE AND FINISH FLOOR ELEVATIONS. UNDERC,R04M SHALL NOT BE LESS THAN 2 DIAMETER 2168.100 OLSCNITE " SEAT, FL�TER TANK G4 GV GATE VALVE. 4. ALL GRAVITY LINES SIZE TO SLOPE 1/8" PER FOOT FOR 3- AND 4" PIPES. PIPES UNDER 14. AS PER FEC 12064 PIPING THROUGH{ MASONRY SLA55 AND OR WALLS MUST BE 3" TO BE 1/4" SLOPE.i=,ROPERLY SLEEVED. U4 R=/ RHEEM R.#U x-.LAS PACEMAKER ELEC-i RICE WATER HEATER SEWER AND WASTE WATER PIPING 5. ALL WORK SHALL COMPLY WITH THE FBC- CURRENT EDITION AND LOCAL AMENDMENTS. AS PER , SUILDtPK"s 23I8.19— — — — — — VENT PIPING , 25i@ 5.#.#, 35 53, WALL WING FIXTURES SWALL PEW-2_ 3ID GALLON, 2 El EMENT MODE CLEANOUTS SHALL BE INSTALLED AS INDICATED IN DXsS AND AS REQ. PER PL5. CODES, BE MMM.D ON A MIN. 2X4 HORIZONTAL WOOD MEMBER SECURELY FASTENED TO NOT LESS THAN 2 STUDS. LAV AM. STAND. TO BE DETERMINED BY OWNER b. POTABLE HOT AND COLD WATER PIPING SHALL 5E TYPE i'L't COPPER WITH FORGED OR DOMESTIC HOT WATER PIPING WROUGHT SOLDER FITTINGS. WHERE PIPNG gNs IN, OR UNDER SLAB ENCLOSE IN _ . _ . _ . ^ _ POLYETHYLENE PIPE SLEEVE WITH NO JOINTS LN THECOPPER PIPE. UrC AM. STAND. TO BE DETERMINED BY OWNER DOMESTIC COLD WATER PIPING 1. A SANITARY WASTE, VENT, STORM DRAIN p1plWa SHALL BE SCHEDULE 40 PYC BELOW CONDENSATE DRAIN PiPE LINE (SEE MECHANICAL) GRADE, AND NO HUB CAST IRON ABOVE GRADE. PIPE RISER OR DROP 8. CONFIRM SIZE, LOCATION, AND ELEVATION OF ALL EX'TG. UTILITIES PRIOR TO INSTALLING PER OWNERS REQUEST OWN PIPE, ALL PIPING SHALL BE CLOSELY COORDINATED BETWEEN MECHANICAL -- . PIPING, LIGHTING FIXTURE5, CONDUITS, ARCHITECTURAL AND STRUCTURAL- ADDITIONAL 5ATHRoa i DUCTWORr,p� ATION OF ANY PIPE. NEW DETERMINED To eE PIPE RISER UP ELEMENTS PRIOR TO INSTALL DETERMINED C3Y OWNER 3 CAPPED END OF PIPE OR AIR CHAMBER 9. INSTALL VACUUM BREAKERS ON ALL HOSE 5188 AND HYDRANTS. . --d —D --Q P-TRAP FLUM5-ING LEGEND- .4 FLUM5ING LF= FLUM51NG NOTES SG4L�: N.T.S. :SCALE: N.T.a: scALE: N.T.S. Michael Gleber & Associates, P.A. Architecture, interiors, Planning 918 NE 20th Avenue Ft Lauderdale, FL 33304 954 523-4450 FL Uaense AR 0013490 NCARB No: 39794 © 2004 Michael Gleber $ Associates. PA The professional services of the designer and/or Architect are undertaken for aid are performed In the Interest of the project owner. No contractual obligation is assurrned by the designer and / or the Architect for the benefit of any other entity mowed in this project. Exift conditions The designer and / or Architect disolalns any responsibitily for the existing btu strmtffe, site Condltens, existing consbuction elements, or any other doaanents, drawings, or other trust uinents related to or intended to be used for any part or parts of the project which do rot bear the architects seal This drawing has been prepared by the Architect, or under the Architects direct supervision: This drawing is provided as an instnxnerd of services by the Designer / Architect and is intended for the use on this project only. Pursuant to the Architectural Works Copyrighted Protection Act of 1990, all Drawings° Speci icatioM Ideas, and Designs, inoludmg the overall form, arrangement and composition of the spaces and eternernts appearing herein, constitute the wilinat copyrighted work of the Architect Not for construction unless all applicable permits are obtained. Any reproductwt use, or disclosure of I fornnatioa contained heirein without the prior written consent of the Architects is strictly prohibited. (C) Copyright 2004 by Michael ' Gieber and Associates PA 1 J /A O i c ca c o Z G C U. 4W c: lL , • _� Sao Q a Z Lm cc ca 0. 2 _ E is v E J L m - ---ro �- HB 0 BATE: 5 SOUTH FLORIDA BUILDING CODE TABLE 4fo-Q MINIMUM WATER PiPE AND SIZE DATE: NO.OF FWWM MILTS PLUGN DiAt EFER OF ftC IMV0W A9-WX M;M5 LOSS, NO OF F!)C11lr� lPllTfs PLt F+ J TANG WATER CLOSET WATER PFE i1ETER SIZE METER t 00 OF PiPE VALVE WATER CLOSET DATE: COS GALVA- NCI$S W-WIS FSj COOPER GALVA- ---,.3/4....r,,,..f SIB 30 —_.. _._._.. ,., -- ---1 3/4 - -- 5/8 . _ _.._ .:'30 --- --- ---- DATE: 19- 16-36 ! 1 30 - Per Chimers Request -- - 1 - 1 --- --- -- - 9 - Q 56-85 - 1 i/4 # 30 - - DATEfl4lQVf34 31401 1l/4 1 30 - - I 1 30 10.20 14 Per Owners Request - _ 4 A 86-225 - 1'/2 - l pis --- ---- 30 --_- - _ DATE 03li8104 68-115 1h/2 Ih/2 30 - - REVISIONS: - Il/2 1l/2 30 21-11 - - - It/2 I)/2 30 - 15-52 1. NM. THIS TABLE iS APPLICABLE TO ONLY THE MOST FAVORABLE CONDITIONS, WHERE RELEASED FOR: PERMIT WATER MAIN PRESSURE DOES NOT FALL BELOW 50 PSI AT ANY TIME 2, IN Ge4ERAL FOR.1- OF 4-STORY BUILDWS, OR WHERE MAIN PRESSURE FALLS BELOW DATE. �2irio3 5O PSI, THE NEXT LARGER 517.E GROUP SHOULD BE USED 3, MINIMUM WATER SERVICE SHALL BE 3/4" TO TI-E CONTROL VALVE PROJECT: HBG-052-G3 4. ALL SECONDARY S15METER,5, BACKgLOW ASSEMBLIES SHALL 13E AT LEAST EQUAL TO THE NOMINAL SIZE OF THE WATER LINE IN WHICH THE DEVICES ARE INSTALLED 5. -ONE-HALF #NCH (j/2") WATER PIPING DISTRIBUTION MAY, BE USED TO _.SERVICE N.OT MORE THAN 2 FIXTURES FROM A 3/4" WATER SERVICE AS STATED i ELO77- G,'%4��,14.i3,. FEE- SIZE NOT5 . � 11 of 12 eG/ALE. N.T,5. - 1 4 CAGR& NM AM QQAXf1iM In 1. In commercial offices, provide one 5 lb 2A ul rated ABC tupe fire extincluisher for ea. 2500 Sr. A Qualifications of Contractor: The Cleneral Contractor and all Sub -Contractors shall be Exact location and quantity required ii�611 be approved §-the Fire clepirtment. inspector. licensed bq the state of Florida, aV well as the County and be insured to meet the requirements of the Cou*htg and City. B. Owner shall have the richt of approval or rejection of all subcontractors prior to signinei the contract. General 6 1& shall submit a list of all proposed subs to the own er this purpose. C. Existing Conditions;; Contractor bq and tkrouclh submission of his bid a revs that he shall 1. Contractor shall field measure location prior to construction. Contractor to submit a RE EW be hesIZI on IbI for havina e4mined the rte. The location of al PC osed work hop dwgs. and for satI'sfied himser from his own personal knowledcle anclit ;'rence,or professional for all built in millwork to Architect / Owner prior to Fabricatioin. advice aFF001he character and location of the site, the naturg of exist conditions, the ecetssar� wood blocking at all built-in locations shown. Michael Gleber & location of exIstino utilities and other conditions surrounds 1 2. Provide n By: E. C EF DI E D oundIncis and aff e work; anq 3. Contractor shall notif 14 the obstructions, and all other ph4slcal characteristics of the sltb,- in orderthat she maq include _q Architect of all telephone / electric and/or other conflicts with ire reyen ion My. 5 /p A$sociates, P.A. In his/her price all costs pdrtclinincl to the work and therebq provide for the satisfactbry built in mfllw rk prior to fabrication. Sanford F' 10611 completion of any objects of obstruction which may be ereduntered in doing the work. 0 JWi 2 6 2 D. All measurements and dimensions must be verified the contractor in the field. The 4. Use only -3/4" or �/&' 451b. industrials board or better UND. Architecture, Interiors, Planning documents permit. ArN discrepancies 5. All interiors of cabinets to be no less than 100-gram melamine. dimensions shown are as accurate as the base buil�, DateL. must be broom to the attention of the architect �,Mlmviatelu Dri& to the c4imencement of (o. All wet area countertops and bark splash underlagment to be 3/4" plywood. work, DO NOT scale drawings -.use dimensions onl�. Large dc!a le drawings shall govern 918 NE 20th Avenue over small. 1. Hinges to be h--avg duty, European style, 96 degree or better UXO. Ft. Lauderdale, FL 33304 E. General Contractor shall present the Job to the owner for ac tance, cleared and 8, All doors and drawers shall have full extension self closing European slides, or equal. ready cc anc iI..s shallbe cleaned ancl,�olishislg,lpfloors swept broom clean, 9. File drawers shall have accrued, full extension slides (150# cap) 954 5234450 cu= is A I qwa carpeta va ed, kture* shed and all labels removed. F. The General Contractor "if Furnish all labor, materials and 10. Provide 11/2" scribe on cabinets abutting walls UKO. FL License AR 0013490 ant (unless noted otherwise) required for the completion of the job in accordance withWulre drawings. 11. All millwbrk shall: NCARB No: 39794 W. All rejulremerits, terms, definitions, and obliclations contained In AIA document A 201 5e constructed in accordance with "premium grade" standards as defined by the 2003 Michael Gleber & Associates. PA reference and made part of these Contract Documents, 1, Insurance: obtain Insurance types and amounts as required by t Have plastic 'laminate applied to cabinet door faces with laminate backing sheet as "General Conditions of the Contract for CoKstruction" MI Edition are hereby included by Architectural woodworking Institute. he owner and submit Certificates The Professional services of the designer or Insurance tot owner. recommended by manufacturer UND., �v arid/or Architect are undertaken for and are J. The Contractor shall indemnify the Owner and Architect and hold them harmless from any and - Have grommets furnished and installed per tenant request (allow) one per (oL.F. performed in the interest of the project owner, all losses costs and ex es, includinq fines and attorn&4's fees incurred No contractual obligation is assumed by the . _ expenses, In 6&r�Ion with the performance and-bonstruction of thig project. of cabinet / counter tops. designer and / or the Architect for the benefit -Have finished edges on exposed surfaces. of any other entity involved in this project K Owe a conflict occurs between or within the referenced standards, s ecs and dwgs, the more Existing conditions: The designer and / or stringent or higher quality or greater quantity requirements shall be Xquired - Be free of defects -chipping, warping, cracking, distress, etc- that would result in an Architect disclaims any responsibility for the L. Contractor shall perform all work in a workmanlike manner accorclinci to acce led trade practices, uneven or d5pniaged surface. existing building structure, site conditions, • ,,,dip 1 1, 1 existing construction elements, or any other 'or other instruments 4 d ard he 1U 1. In accordance with manufacturer's printed recommendations, the Iota I Buildl g co e, practices r documents, drawings, t rip local Building Officials. related to or intended to be used for any part -al or parts Of the project which do not bear the M. Contractor shall protect adjacent ropert.� from damage due to the construction process at architects seat. all times and repair at no cost to tg owner any clamag that does occur. This. drawing has been prepared by the N. Qualltq Assurance I. Install building standard blinds at exterior windows. URO. Architect or under the Architect's direct 1. For the fabrication and installation of all the various products and systems req. and specified supervision. This drawing is provided as an instrwent Of services by the Designer herein, use only personnel who are thoroughly trained and expert iced. 1910EM M& TAIM MWCWM OM ALL NM L*W W FM R&W4 WAA Architect and is intended for the use on this Project 0*. Pursuant to the Architectural 2. Comp( with all pertinent codes and safety reaulations. Wheire the provisions or pertinent FLUMMMOM PLANS REVIONED Works Copyrighted Protection Act of 1990, all Mes and Standards conflict with this Spec., the more stringent requirements shall apply. Drawings, Spec cations, Ideas, and Designs, O. Contractor shall arrancie for Ins ections and tests specified or required b�the City/County 1. Provide all fixtures as specified in engineering fixture schedule. NotIF9 Architect immediate) CITY OF SANFORD including the overall form arrangement and De all fees and cost for the same. 'It shall e the t composition of the spaces and elements Building Contractor's if any items have been d1iscontinued. In -partment 9c] shall appearing herein, constitute the original, resron bliff, and P-5 Vor all permits and Won completion of the work (prior to fin I � to secure 2. Contractor may propose alternatives where specs are e copyrighted work of the Architect Not for I 6ALIment deliver to the o er a ceftifled CertlFicate of Occupancy from the City/County qua I or better product. construction unless all applicable permits are Bilidir-4and Zoning Department. Provide cut sAL-t and complete specifications to Ardiftect / Owner for approval prior obtained. Any reproduction, use, or disclosure of P. Contractor shall inspact the lob site and verifu all �:,formation shown on the plans as ex'tcl. to ordering or installing. information contained herein without the prior written consent of the Architects is strictly before bidding. I%Iucle in bid price all laacll ustliients necessary for a compldte working jab- 3. All water piping is to be copper. prohibited. (C) Copyright 2003 by Michael Contractor shdM submit a Construction Sc ule showing commencement date and time -for Gleber and Associates PA substantial completion together with his bid.. 4. Furnish and Install all air chambers at each plumbing fixture. 5. Refer to engineers dwgs. for complete specs and fixture schedules. a verify all dimensions.. actual, 6xl6tincl dimensions shall prevail. Should Contractor find anq discrepancies 6. Where dissimilar metals are joined mZfe* between the plans aerd specifications and actual or existing conditions, M -approved insulating unions shall be used, shall I lateig notify the Architect. 1. PVC shall not be used in return air Plenums. Verify return air system prior to bid. R. Substitutions may be accepted bg the Architect only when accompanied by the following: 1. Completed "Substitution Request Form" WAG it 2. Adjustment to Contract Cost and Contract Time Schedule. 3. Availablllt� of proposed substitution, 1. All materials shall be new and shall bear underwriters label where applicable. 2. All sht. mtI. ductwork shall conform to smacna stanclards. Allductwork sizes are net inside dim. 4. _�jc Drawings, brochures and/or catalocl cut sheets subs F4 taining "equal" quality and/or 3. Branch take -offs must be Installed with approved adjustable air split dampers. p formance to the Architects satisfacton, C S. Demolition: Contractor shall be responsible for removing from the job site debris associated 4. Furnish and install temperature controls under this contract incl. humidity controls when app. 0 with the requirements of this contract. Mount thermostats at 60"AFF URO. salva e value I- reflected In the Bid Price. Contractors are advised that there a maq�R uncIV '01 otherwise) concealedgipe lines, 6. Install fire dampers at all ducts penetrating fire rated roof and in all ceiling penetrations in e r f1i electrical/telephone wires, columns b&fts, footinc r Sq. inch or other structural, mechanical, r electrical excess of 100 es. _J items. Alt iclh the drawivsgoauced bq the Apailtect and E sneers are believed to beCC substantie 8-ccurate, the Itect, En framrs, and Owner do nog guarantee the location or Z. Provide detectors in both the supply and return ducts of all A/C units exceeding 2WO LM existence cyr condition of arpy concealed items. Contractors must Proceed with caution CFM (interlock with on -off controls). Otherwise provide fire stop. 0 clurino demolition and coretraction and must make their own dot (Hatton, measurements, and elev. W 'At W of the workinci condition of existing concealed items. An_q environmental( sensitive materials encountered 8. All A/C supply duct elbows must be furnished with approved turning vanes. materials shall be isposed of in accordance with State and Feclerar-Re2ulations. ed durin the Owner and these 13. A/C unit return/supply shall be or I" rigid fiberglass cut and install 10. Provide smoke detectors and remote switch per applicable code. per manur. instructions. demolition shah immediately repofted in writincLt6 th 61 T. Provide standard one year quarantee for all materials and workmanship Guarantee period shall 11. All flex ducts to be class I insulated with spin in collars and volume dampers. 4W commence on the date 6f fln0l acceptance b owner. At the end rf the work, thb Contractor shall Furnish the owner with all writt9 12. No combustible materials shall be allowed above ceiling in return air pie= systems. Furnished by the manufacturer and all o ente4ulpment/fixture cluarantees and/or warranties oration, maintenance and repair manuals supplied 13. Provide conclensater relief from air handler unit to existing bulldlnc 41"10111111111111 Tacturer for all equipment/fIxtures. b� the manu _ I system. Insulate per code. Provide auyO��iri drain to nearest sink location stub and cap at ceiling line. Provide 0 " to finish escutcheon 0,6, LM M a. U. Product delivery, storage, and handling 14. A/C Contractor to verify existing slab prior to anchoring AHUA-leat pump, etc- Coordinate > 1. Deliver materials to the lob, site In manufacturer's original unopened packaging with seals final anchoring details with architect. and identification marks ntact. 0 15. All fresh and exhaust air ductwork to be galvanized metal routed to existing building system 2. Use all means necessaryto protect materials before, durinc _I and after installation, and to or roof via cjr,,��iwneck and cap. Provide fire dampers as required bg code. Protect the installed rk and materials of all other trades: 3. Store materials off ground and under cover. 16. Contractor is verify working conditions of any existing equipment being reused. Report 4. In the event of damacie, ImmediateIg make all r an PrcbIeTr4'to architect Prior to submitting proposal. ( airs and �eplacements necessary to the approval of the Archlect and at no additional to the owner. 11. Existing to be reused shall be serviced to ori' Inal specifications, and Included 5. Store materials in a safe and approved location. Convigth all re ons governing. the as part of the "-posal. All equipment listed for reuse, Ze upon Inspection is deemed I of tlesurrounzling unusable should brought hiulati neiphborhood as to minimize irtt(§rruptions and / or interference ence with ull�e ought to the Architect's attention, in writing, prior to bid. op&ations. INDEX OF [)UJGs5: JURISDICTION: 6ANFORD 5UILDING ]DEPARTMENT 1111111011111 V. Submittals CS-1 COVER SHEET - 'BUILDING AND PROJECT SANFORD, FLORIDA ULM Contractor shall review and aFprove all Shop Drawings, Product Data, and Samples prior LUC=& hh�in INFORMATION to submission to the Architec . UL cc 2. the re 1. Electrical Contractor shall be fully cognizant of the latest edition of the FBC FOUNDATION PLAN DETAILS AND NOTES C __quirements of the Drawings thgriie any charges in the Contract Price: � of the Contract Documents and the NEC: and all local codes, ordinances and authorities f-laving jurisdiction,CODE REFERENCE-FBC 2001 EDITION and perform all work In accordance with the intent and requirements of these codes, FLOOR PLAN NOTES, SCHEDULES AND DETAILS CONSTRUCTION TYPE1. U~TEC:TW TYPE V 3. rawincis 1 10 U. o in lffts: orcllnances'an�_! authorities. SECTION- EXTERIOR ELEVATION:- HAZARD CONTENT: NARY service characteristics, locations, and connections with electric unlit Co. SECTION LEI TER A-2 BUILDING ELEVATIONS door frames, 2 Verify s r3 ELEVATION LETTER hardware, storefront syystem glazing, ceiling n suspension sSstem, > toilet partitions, toilet a or! Perform all wr,)r�k related to service In accordance with Utilltq Co. standards SHEET NUMBER SHEET NUMBER A-3 ENLARGED FLOOR PLANS, ELEVATIONS SPREAD FOOTING, WITH PRE MANUF. METAL 5UILDING 0 •.0 and requIreitimts. AND DETAILS W. Surface Conditions 5Y AMERICAN BUILDINGS COMP>ANY < Ca 75 Lm 3. Install conduh., pull Wire, and make physical connection for all HVAC equipment and Z 00 1. Carefullq inspect the installed Items of other trades and verify that these items are complete A-4 REFLECTED CEILING PLAN, FIRE EGRESS TRAVEL 0 0 to the Point where new Installation may properly commence. controls as directed by HVAC contractor. Control wiring shall be in separate D I AGRAM C E to TENANT SEPARATION REQUIRED: C.) 2. Verif that these Items specified can be fabricated and installed in accordance with all conduit from power wiring. I-HMR w DETAIL: CC (D >, LL concrete slabs or underground shall DETAIL NUMBER SPRINKLERS ....... ...... ­­­ ............ 0 perNent codes an e�ulatlons, the. original design, arid the referenced -standards. 4, All copper wire, type THHN/THWN, all wiring in r I INTERIOR ELEVATION- E-I ELECTRICAL POWER PLAN, LIGHTING PLAN, NO cc MQ .9 iL 3. In the event of any dfsrrepanc or unsatisfactorg conditions, immediately notify the Architect. be installed in HDG rigid steel bitumatic coated, or schedule 40 PVC conduit. 0 -3 2 SHEET NUMBER NOTES, SPECS AND DETAILS OCCUPANCY: Co 4. Do not proceed with installation in areas of discre SHEET NUMBER S - ca pancq until all such discrepancies and All racewags shall have equipment grounding conductor per NEC -current code- Wiring 3 ELEV. NLM unsatlefActorg conditions have been Fully resolved. E-2 rELECTRICAL PANEL SCHEDULE, RISER DIAGRAM, DETAILS AF;L:E,4 OF CONSTRUCTION:............. .............. ................ 1290 W. above grade and within building may be EMT, electro-!galvanized. 0 AND NOTES co X Installation (0. Type AC cable OCCUPANCY LOAD - 1/100 GROSS E down walls !evma� be used for whips to lighting fixtures and drops OCC ........ 13 UNION I. Fabricate and install all items specified in accordance with accepted standard practices, Is to receptacles. (D DOOR NUMBER M3 ROOM NUMBER M-1 MECHANICAL PLAN, SCHEDULES, NOTES 49 cc Manufacturer's recommenclatforis, and approved Submittals. AND DETAILS ACTIUAL NUMBER OF STORIES:...... .......................................... Y. tests 1. Install one 2" empty conduit from telephone backboard to telephone cabinet ......... ......... 1 11100 .19 C0 to provide access Fri (D wMowTYPE PLUMBING 1. Upon comp from one area to another. Coordinate location of.,concluit, M-2 MECHANICAL DETAILS ACTUAL E3U[LDING HEIGHT: completion of.the Items specified, and prior to acceptance bq the owner, make all FIXTURE rtre 4 NUMI. E so that all wOng shall be installed concealed. led. EQUIPMENT NUMBER MEAN HT OF ROOF ........ ......... ............ ....... ...... ........ 25 11-101,1111 required tests and secure all rbquired appr6vals from agencies haong jurisdiction, _h component for proper alignment and operations. a. Properly align and level panels. Install type written directories Inside cover PARTITION NUMBER HT OF PARAPET ...................... ------ .......... ------ N/A 2. Test and inspect each F-I PLUMBING PLANS, SCHEDULES, NOTES AND DETAILS 2 Z. Addressing doors of each panel clearly identifying each circuit in panel. SHEET LAYOUT DESIGNATION: P-2 PLUMBING RISER DIAGRAMS AND DETAILS 4w L Approved number shall be posted on build( ncl, visible from the road in colors that 9, Use pull boxes, splice. boxes, wirewaSs, gutters where required or needed to VIEW NUMBER ELEVATION TAG TOTAL BUILDING AREA., .............................. Co are of sufficient contrast to be Basil V seen. This must be done rein to calling for a final ❑ eupplem tems. Raintight where exposed to weather. SHEET NUMBER .............. .............. ................. 21W S.F. landscape inspection, as it will checkid at the same time, ent racewas 6�6 0 NEW CONSTRUCTION 10. Grounding shall conform to NEC. Bond all metal parts. Ground rod shall be ARCHIMEC111ML NM copper and. clad steel, minimum V-0" buried, connected to the buildings structural SPOT ELEVATION ®EXISTING 51JILDING I. Conceal all fastenings and attachments from view. steel and metallic water piping system, or per applicable code. LARGEST AREA - ONE FLOOR., 2150 SP. 2. All interior partitions are indicated on the plane as 5" the true dimension of a typical interior 11. All wiring devices shall be specification grade. Color and design of devices partition wall Is 4 5/8" and 1-hour faro rated partition wall is 4 1/8" wide. and plates as'directed by owner or his representative. Submit complete device .COLUMN CIRD 3. All door frames to be located 4" from adjacent partition, ftyp) UND. REVISION Z� lists for approval at beginning of job and before ordering any equipment, devices, etc. NUM7---=R OF EXITS 2 REaUIRED, 2 PROVIDED (FE3C SEC. 1020 DATE:- 4. Align all interior windows with top of doors 5. Accessible rest rooms shall conform to the Florida Accessibilitg Code, latest edition 12, Where switches and receptacles are located side-bg-side, the� shall be installed in multi gang box'es with multi gang c MEANS OF EGRESS (o. Public rest rooms shall have floors and walls of impervious materials to a height of 60" AFF. over plates, custom made If necessar�. CENTER LINE PROPERTY LINE 5 1. Ail wood in contact with masOnN shall be pi�essure treated. 13. Deliver six catalog cuts of ail lighting fixtures, wiring devices, panels TRAVEL D15TANC-E - 200- MAX ACTUAL) A DATE: 8. Coordinate all wall widths with aoor jamb sizes, distribution e-.4uipment, e�ct. to owner's representative for approval before ordering. COMMON PATH OF. TRAVEL - N/A 5. All dimensions are taken from unflnl6hlild CMU walls (where applicable) eXiStino �_a istics of all equipment before connecting to circuit, EXISTM CONTOUR LINE NEW CONTOUR LINE 14. verITS racter DEAD-END CORRIDOR - 20' MAX HOMPAMMON Inspect Job site and verify all existing conditions before submission of bid. MIN. CORRIDOR WIDTH I. C Advise Architect. / Engineer of all conflicts before submission of bid 421.0', 4210' 44" REQUIRED DATE: onsult with finish schedule For materials and finishes to be installed. Prepare all surfaces in accordance with the manufacturers recommendations. 15. Coordinate work with work of other trades to avoid all conflicts. INTERIOR FINISHES STATEMENT - 2. All outside corners of partitions shall have corner beads installed. It is the intent or these drawings and specifications to call for a complete INTERIOR WALL 4 CEILING FINISH OF EXITS ENCLOSED /3\ DATE 3. Provide waterproof drywall in all toilet rooms. Job, everything connected, ready for we. CORRIDORS FURNISHING ACCE55 TO EXITS CLASS A OR 5 4. Patch and repair any existingL finishes to be reused, including doors/frames, hardware, 16. Outlet locations &hown on drawings are diagrammatic only. Exact locations DESIGNATION OFFICE AREAS ceiling flnlshds and iWaterials-Tor new appearance. NORTH DES - CLASS A, E3, OR C shall be directed by architect and/or owner to best suit final INTERIOR FLOOR FINISH CLASS I OR 11 5. Prepare walls to receivet and or wall coverincl asspecified in finish schedule. construction documents.' ­' GRAPHIC SCALE �r DATE: Paihted surfaces shall receive one primer coat tinted one shade lighter than 11. Maintain color coding For different voltage systems throughout project on a FIRE EXTINGUISHER - the Finished color specified. Phase basis. 12 7 411 ON. 1250 S.F. 2 REQUIRED (o. Notif Architect / Owner of al damage to existingsurfaces that will result in an uneven or table substrate for firi sh Once Contractor has finished the surface -Fie/she DATE: unacceptable in 1 5 /7 2 PROVIDED has assumed responsibility for clean, smooth, unblemished finish and will be required to ROOF SLOPE INDICATION 7 repair or replace damaged or marred surfaces. REVISIONS: film CHAW3E IN ELEVATION 1. F�rovlcle V1 I transition L strip between vinyl the and carpet. Contractor shall seal all TENANT: NAPPY 5AYS SERvIcE 5 exposed 3crete floors. Contractor to leave floors clean and smooth for 1. Exterior building signs are not included in thin permit . Contractor to issue AYS ,carpet / tile Install.RELEASED FOR PERMIT a separate permit.for the Building Signs. All necessary shop drawings, and 8. Caulk all storefronts and windows prior to painting. specifications to be approved by the Owner and comply with permit 0502WI323, DATE:* . 12/11/03 1B. Install same flooring as adjacent area in all closets UND. the Site Plan Permit). 10. All carpet shall be from the same dye lot when installed in continuos areas. II. 'Painted walls shall receive one coat of primer and two coats of flat latex finish . PROJECT. HBC-052-03 All doors and frames to receive semi -gloss U.N.O. MICHAEL 6 GLEBER ARZWITECT FLORIDA PEGISTRATI AR 00134W 02. NC490 FiCATI NO. 35194 DATE- 12/10/03 FARM GENER,..,4--,L C0N,5TM;.4CT10N NOTE5 ,01 SCALE: NI ARCHITECTURAL SYM50L,5 INDEX,""! DRAWINGS SCALE: N.T.S. 0 ---1 '12 n ion -L # Ab T c` 'rd no a 5u� and manufacturer's miscellaneous 6 rirlj� h toilet CL IT ew EXPIRI CS 41 SCALE: NTS 4 FROJECT 4 UILDING INFORMATI/ Z I OF ALE: NrS el m zt to F, M r r r-OUND AT ION PLAN F-2 - 36" X 36" X 24" DEEP CONCRETE FOOTING WITH 0 5 REBARS AT BOTTOM AND 1#3 TRANSVERSE BAR AT 36" O.C. 4" OR 6" CONCRETE SLAB W/ 6X6- WIAXWI.4, 2 LAYERS OF WWM 30 MINIMUM AROUND PERIMETER SEE FOUNDATION PLAN FOR LOCATION OF SLAB THICKNESS Y / FOOTING 4 SLAB 0'-.2 FOOTING T DFTAIJ_ SCALE: I" = 1'-0" SCOPE OF WORK FOR FIRST TIME TENANT IMPROVEMENT e I I I I 11� I I I I I I I I I I l I l l l l l l l l l l l l l l l l l� l l l l e I I I l O l l l l l l l• I I I I I I I// , \� 46'-III � 3I -m II --- --- --- ' ��Il�II�II�II1'illOII�II�III.II�II�II�I��1��II�II�II�II�IIlII�II�II�II�II�IIO11�11 F-2 - 36" X 36" X 24" DEEP CONCRETE FOOTING WITH 0 +5 REBARS AT BOTTOM AND 1#3 TRANSVERSE BAR AT 36" O.C. 411 OR 6" CONCRETE SLAB W/ 6X6 WIAXWIA 2 LAYERS OF WW130" MINIMUM AROUND PERIMETER SEE FOUNDATION PLAN FOR LOCATION OF SLAB THICKNESS T/J1/.00TINCs 4 SLa>3 1-oilGRADE YYJJ --- D-X- i AFF MAX,,,-,/ ' OR 4" SLAB SEE PLAN FOR,; \; /vvA�v / i LOCATION OF SLAB THICKNESS / / /'COMPACTED, TERMITE/; / e TREATED FILL SOIL"",";\ • ° D. ♦. , /;:(/ /'/ /.i I I . UNDER SLAB • ° FOOTIiNG' y J\FOOTING \ / .nrnul Ate-/,�„\ ._. ,`.%, /i 2 FOOTING "=-211 PETAL SCALE: P = 1 -0 FOOT I NO SGHEDULE Michael Gleber & Associates, P.A. Architecture, Interiors, Planning 918 NE 20th Avenue Ft. Lauderdale, FL 33304 954 523-4450 FL License AR 0013490 NCARB No: 39794 O 2003 Michael Gleber & Associates. PA The professional services of the designer and/or Architect are undertaken for and are performed in the interest of the project owner. No contractual obligation is assumed by the designer and / or the Architect for the benefit of any other entity involved in this project Existing conditions: The designer and / or Architect disclaims any responsibility for the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the architect's seal. This drawing has been prepared by the Architect, or under the Architect's direct supervision This drawing is provided as an instrument of services by the Designer / Architect and is intended for the use on this project only. Pursuant to the Architectural Works Copyrighted Protection Act of IM, all Drawings, Specifications, Ideaa and Designs, including the overall form, arrangement and composition of the spaces and elements appearing herein, constitute the original, copyrighted work of the Architect Not for construction unless all applicable permits are obtained Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architects is strictly.3 prohibited. (C) Copyright 2003 by Michael Gleber and Associates PA ca Y/. 'w 4 � co I Q I w � W_ �. C. I 0. as O 4W o � Z V C O j U. ,. P: I] THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING FIELD CONDITIONS BEFORE SUBMITTING A BID TO THE OWNER 1249 AND COORDINATION OF EXISTING FOUNDATION PADS ARE TAKEN FROM A PREVIOUS Ca MK PESOGRIIT IUN SURVEY PJRNISHED BY THE OWNER CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN ON --• THE DRAWINGS AND NOTIFY "IRVING E. ABCUG AND ASSOCIATES, INC." (THE ENGINEER), IF U. _I 16" X 30": 3000 PSI CONTINUOUS THICKENED EDGE CONCRETE FOOTING W/ (5) #5 BAR5 ,ANY DISCREPANCY IS FOUND. THE E.1IGINEER THEN SHALL MAKE NECESSARY VERIFICATION AND/M CORRECTIONS OF DIMENSIONS, REVISING RELATED DETAILS IF NECESSARY BEFORE 0 GONTINUO5, AND (1) #3 TRANSVERSE BAR ® 36" O.G. STARTING WORK 10 Q LL 0 ' - 36" X 36" X 24" DEEP CONCRETE FOOTING WITH (4) #5 REBAR5 BOTH WAYS Q Q C .- E-2 CONCIRETE AND MASONi�Y NOTES m co� � O TOP AND BOTTOM. W -W m 4)'.0 8" X W - 3000 PSI CONTINUOUS THICKENED EDGE CONCRETE FOOTING W/ (1) #5 BARS 3a SHALL DEVELOP A MINq W1 "2e-DAYS" COMPRESSIVE STRENGTH of a "v � , L. -3 - - (A) FOOTING AND PILE CAPS 3000 PSI Z r. �. 00 SLAB SGHEDULE (5) GRADE SLAB 40M PSI v LU � � � � VL (C) BEAMS 30W PSI (D) COLUMNS 3000 PSI 0 � O M.Y ? .� 32 CONCRETE COVERAGE (OVER STEEL) UNLESS NOTED OTHERWISE OR SHORN: o' A Q. I O ,- MK PttK_,KI1-' I IUN (A) FOOTINGS )5BEAM , 3" FOR BOTTO H SIDES () COLUMNS 11/21To TIES gg" -w- r.� E Q. C ai Q■ ® Q co 4" CONCRETE SLAB W/ 6X6- W1.4XWI.4, 2 LAYERS OF WWM 30 MINIMUM TREATED 5-I AROUND PERIMETER, ON 6-MIL. VAPOR BARRIER ON COMPACTED, (D) SLAB ON GRADE I Intl TO BOTTOM Q C .19 SUB 501L (TYPICAL FOR BLAB) 1.5" DEEP 5AWGUT WITHIN 24 HR5. OF POUR W/ (E) SLAB ON GRADE In FROM TOP .�., E _ OF POUR W/ 12" X 12" GONT. MONOLITHIC FOOTER. SEE DTL. ELSEWHERE 33 REINFORCING STEEL SHALL 5E NEW BULLET STEEL DEFOI-d'1ED BARS I1N ACCORDANCE WITH 60 (60A00 PSI MINIMUM YEILD), FREE FROM OIL SCALE AND RUST. 0 ■� J � �.. 4" CONCRETE SLAB W/ 6X6- W1.4XWI.44, 2 LAYERS OF WWM 30" MINIMUM A-615, GRADE 'Co AROUND PERIMETER, ON 6-MIL. VAPOR BARRIER ON COMPACTED, TREATED 3.4 i�MFOf;rNG STEEL SHALL BE BENT, LAPPED AND SPLICED IN ACCORDANCE WITH ACI-316- �... 5-2 5UB 501E (TYPICAL FOR SLAB) 1511 DEEP 5AWGUT WITHIN 24 HR5. OF POUR W/ 11 AND ACI-315 STANDARDS AND SPECIFICATIONS. SHOP DRAWINGS SHALL BE SUBMITTED OF POUR W/ 12" X 12" GONT. MONOLITHIC FOOTER. SEE DTL. ELSEWHERE TO ENGMER FOR APPROVAL 35 WELDED WIRE FABRIC (W.WF) SHALL CONFORM TO A,S.T.M. AIeB-12. SEE DETAILS ELSEWHERE FOR ADDITIONAL INFORMATION 310 C NCI tE MASONRr IA11Ts SHALL BE TWO DELI_ BLOCKS MADE OF PORTLAND CEMENT, WATER AND APPROVED AGGREGATES, AND CONFORM TO STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS, ASTM, DESIGNATION CW-10 WITH A 5TRUCTURAL. 5CHEDUL.E .4 MINIMUM COMPRESSIVE STRENGTH OF 1DW PSI. 6 SCALE: i" _ 1' -�" 3.1 MORTAR SHALL BE TYPE ITAND SHALL CONFORM TO ASTM CW-10. DATE 3b DOWEL ALL COLUMNS TO THE FOUNDATION WITH REINFORCING BARS THE SAME 5IZE AND F-2 - 36" X 36" X 24" DEEP F-3 - all X X S" DEEP F CONCRETE FOOTING WITH (U 45 SEE AMERICAN BUILDMG CONCRETE FOOTING WITH () 5 CONTONUOUS REBARS AT 50TTOM COMPANY SHOP DRAWINGS REBARS AT 50TTOM AND 1#3 FOR TYPICAL OVERHEAD TRANSVERSE BAR AT 36 O.C. .. DOOR LAYOUT STRUCTU SPECIFICATIONS 4" OR 6" CONCRETE SLAB W/ 6X6- WI X 6" CONCRETE SLAB Wl 11 MIN F-3 - R" X S'i X 8" DEEP • • g WI.4XW1.4, 2 LAYERS OF WUM 30" MINIMUM W1.4XWI4,2 LAYERS OF WWh 3ID" MINIMUM CONCRETE FOOTING WITH (I) O'S - •� AROUND PERIMETER SEE FOUNDATION PLAN AROUND PERIMETER SEE FOUNDATION PLAN CONTONUOlIS RE6AR5 AT BOTTOM ' - - FOR LOCATION of SLAB THICKNESS FOR LOCATION OF SLAB THICKNESS T/ FOOTING 4 SL __ 7/ FOOTINGS 4 SLAB = ° a ° o m'-m--'=� a x �� - y F °X- � x - - WI.4XWI 211 �LA7ER5 OF UIMM 30" MINIMUM -Z mE --- G o - E-- �<-a_ x X-- - -�-ro-i�-©-- < iL Q --= < - - -X4 ----° . D , AROUND P9=R(MEIER SEE FOUNDATION PLAN x a - --F- D o ° a D ;; %i'/ "< / \/: ''<! FOR LOCATION OF SLAB THICKNESS 4 `' D ° _ ° D . D / % \, F _ T/. FOOTINGS d SLAB. . D ° 4 a D 1 II / / -- D % \ >/ r/, // /'/ ,/ ://fit, • \/.. ,i. - - / \ TERMITE -- �-- v--_. -�-- _ �.. :� "';,;=CON ACTED -_ D 7ED FILL $OIL \' v v 0 r / d. 'v %:;.'' 0 TINE,.. /:AND .\, / , a / L ,I �TRE` 'i 'CO;TM'TPEA A:TED FILL � RONG; Y . UNDER S SLOA i5 MDFOOTING '.. I \. 'i `.. \ / l i- PETAL 5UN< DETAIL W1 FOOTING T-311 11I=-II00®TI -�" SCALE: " 1'-0" �00TING R SCALE; SCALE: NUMBER AS IN THE COLUMN. MINIMUM DOWEL SPLICE 30 DIAMETER 3.9 COLUMN SHALL BE POURED 3/4 HEIGHT MINIMUM AND ALLOWED TO ATTAIN INITIAL SET PRIOR DATE: TO PLACING BEAMS, SLABS OR JOISTS ABOVE. MINIMUM TIME INTERVAL TO BE 15 HOURS, 3.10 ALL CONCRETE TIE BEAMS SHALL BE PLACED USING WALLS AS BOTTOM FORMS AND SHALL HAVE CONTINUOUS TOP AND 50TTOM REINFORCEMENT. SPLICE, WHERE NECESSARY, SHALL BE A MADE IN THE MIDDLE 1/3 SPAN FOR TOP BARS AND END 113 OF SPAN FOR BOTTOM BARS. DATE PROVIDE 40-DIAMETER LAP MMMUM AT ALL SPLICES. ALL EXTERIOR CORNERS SHALL HAVE 2 5 BARS, 4'-0" LONG CORNER 5AR8, ONE ON TOP AND ONE ON BOTTOM. BENT AT MID POINT, 3.11 ALL FOOTINGS SHALL REST ON CLEAN SOIL FREE OF ORGANIC MATERIAL OR OTHER DELETERIOUS 3 MATTER DATE F-3 - all X X 8" DEEP F CONCRETE FOOTING WITH (U S 3.12 CONTRACTOR SHALL NOTIFY ENGINEER F UNUSUAL SITE. AND SOIL CONDITIONS ARE OBSERVED , CONTONUOUS REBARS AT BOTTOM DURING EXCAVATIONS. 2 3.13 FILL FOR SLAB AND FOOTNGS SHALL BE PLACED IN 8" LAYERS AND/OR COMPACTED TO A DATE: 4" CONCRETE SLAB W/ 6X6- MINIMUM FIELD DENSITY OF 9- AS MEASURED BY THE "MODIFIER PROCTOR TEST". ALL FILLS SP',ALL BE CLEAN AND/OF SAND AND ROCK MIXTURE, FREE OF ORGANIC OF DELETERIOUS WI.4XU114, 2 LAYERS OF WIM 3ID MINIMUM MATERIALS. FOR MORE DETAILS, REFER To SOIL REPORT. A� AROUND PERIMETER SEE FOUNDATION FLAN FOR LOCATION OF SLAB THICKNESS 3.14 THE ENGINEER SHALL BE NOTIFIED OF THE RESULT OF THE SOIL COMPACTION TESTS AT BOTH DATE _ THE FOUNDATION AND THE CONCRETE SLAB BEFORE PLACING ANY CONCIRETE. REVISIONS: - � ° 3.5 ONE SET OF FOUR CONCRETE CYLINDERS TESTS WILL BE REQUIRED FOR EACH FOUNDATION POUR SLAB POUR COLUMN AND BEAM POUR N CTION EACH POUR PERMIT NOTIFIED BEFORE FOR: P R SH N ED FOR SF'E RELEASED 3,16 NEER ALL BE / / ENG / LNG ANY BRAG Y BIBLE FOR TEMPORARY / SOLELY RESPON / SHALL FURNISH AND BE T OR ALL 3.f1 THE CONTRACT ATE 12/11/03 \ I \ ' . CONP TED ST ILITY OF ALL STRUCTURAL IN SS AND A5 .. I TO MAINTAIN PLUMSNE LNG Gll! RED r <'/ AND SHOR RE / / FIL L 50 THE i-�`i::'.•'�� rS TRUCT ION.ELEMENTS DURING SL / / \ \ SIZE AND -0 2-03 FINAL. APPROVED ZE PROJECT- HBC 5 FOOTING /`:: ORS THE PROD AND A SUBCONTRACT SH OBT I1N FROM ALL / 3. CONTRACTOR ALL 18 THE / AND WALL I IN FLOORS , TO SIDED FOR 1HE R TRADE ROOFS . ON CF INC~ni 5E PRO LOCATION ALL OPEN / / E a WEER SHALL B ARCHITECT OR ENG DRAWINGS. THE ARCH O ON STRUCTURAL bRAW .,,,OWN NOT TRUC WHETHER OR CONSULTED FOR ALL SUCH OPENINGS THAT MAY AFFECT THE BUILDING STRUCTURALLY AND/OR i,� '/ //` ;,�`� i, �,/\ ; i/,\:;,,•\ /\',// FOR OBTAINING ADDITIONAL DETAILS. 3.113 THE CONTRACTOR SHALL FURNISH, LOCATE AND INSTALL ALL ACCESSORIES FOR PROPER ANCHORAGE OF WOOD AND METAL FRAMING, WOOD BLOCKING MASONRY UNITS AND CAST IN PLACE CGNCRE IE. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR FURNISHING, LOCATING AND FOR PROPER NUMBER OF ALL FASTENING DEVICES. 5TRUCTURAL NOTE5 ��-,�-- 2 OF 12 SCALE: N,T"S. O OPEN BAY STORAGE 108 4�� WW WATER HEATER CLEAR CLOSET 101 LU OFFICE 0- 106 . . . . . . . . 141-411 IT. uX*K AREA - 2 < ED (D 151-11/211 A W Eytm- AHU AHU6LOSET 30" X 48" CLEAR x 45_'_'01_EAR. J H.C. i2E5 TROOM 10- 14'-10" TO EDGE OF 5LA5 CLEAR) WOW AREA RECEPTION 14'-10" TO EDGE OF SLAB EXTG. 4,4 EX'TG. OADOOR 11 M X Ll NO 1. A NOTE 16 TO BE PLACED ON BOTH SIDES OF DOOR 08 AS FOLLOWS: "NOT AN EXIT" WINDOWS, WALLS, COLUMNS AND METAL STRUCTURE ARE BY RA 2. ALL EXTERIOR DOORS, WING5- AMr =RIrAN 5UILDING COMPANY. COORDINATE WITH METAL BUILDING SHOP CERTIFICATE OF OCCupANCE FOR THIS PERMIT UNTIL A FINAL FIRE 3. A HOLE) HAS BEEN PLACED ON THE PLEASE ICE OF THE FIRE MAR5HELL HAS 5EEN CONDUCTED AND APPROVED. INSPECTION FROM THE OFF E CALL 1.401-63ro-0010 TO SCHEDULE A FIRE INSPECTION -NOTIE- 40 HR5 NO I TICE 15 REOUIR D TO SCHEDULE AN INSPECTION. 77 7\ 7' --, \,7777 7777777777777�z_� 77�77 -N SCALE: 1/4'' 1`0" EXITG. 5-F F F, �R.F_Fl F F 911 M X M X 1. R-5 WALL INSULATION AT THE PERIMETER 16 TO MATCH BUILDING AS DESIGNED IN SHELL PERMIT. 2. No COMBUSTIBLE MATERIALS ARE PERMITTED IN .'THEPLENUM SPACES. TAG SIZE TYPE W H TH< 1 31.0. V-8' I B/4' SWING 2 31-0. V-V 1 3/4' SWING 3 31-0. V-&' 1 3/4' SWING 4 -Y V V-8' 1 3/4' SWING $ to 31-0' 'V-8' 1 3/4' 1 3/4' SWING SLUING 31.04 V-8' 1 3/4' 51-FOLI 15 31-0. 6'43' 1 3/4' SWING 14 5 C; DBL. 51-FOLD 5GL- BI-FOLD SWING DOOR SCHMDULAZ DOOR MATERIAL FRAmr= THRESHID HI)WARE fREMAR<5 Co., Michael Gleber & Associates, P.A. C WOOD WOOD A WOOD GW5 C WOOD WOOD - E3 C woo WOOD - 13 D WOOD WOOD 5 MINIMUM 16' X 36' LOUVER FOR R/A Architecture, Interiors, Planning 918 NE 20th Avenue Ft. Lauderdale, FL 33304 WOOD WOOD 5 5 WOOD WOOD WOOD METAL YES G I-HOUR_'C LABEL' FIRE RATED DOOR (SEE NOTE 04 5E . LOW) 954 523-4450 FL Ucense AR 0013490 NCARB No: 39794 O 2003 Michael Gleber & Associates. PA F The professional services of the designer and/or Architect are undertaken for and are performed in the interest of the project owner. HARDWARE DOOR FINISH NOTES No contractual obligation is assumed by the designer and / or the Architect for the benefit .5CHEDULE 1. ALL NON FIRE RATED DOORS TO BE of any other entity involved in this project Existing conditions: The designer and / or A ENTRY HOLLOW CORE PANT GRAVE Architect disclaim any responsibility for the 0 1- 1/2 11 PAIR 14W;sE5 STANLEY existing building structure, site conditions. existing construction elements or any other I LOCK6ET XHLAGE 2. I-HR FIRE RATED DOORS To 5E documents, drawings, or other instruments I CL06ER I STRIKER LCN ADAM CORE PAINT GRADE part related to or intended to be used for any pa or parts of the project, which do not bear the 3 SILENCERS GLYNN - JOHNSON EXIT DEVICE VON DUPRIN 3. PAINT TO BE DETERMINED architects seal. This drawing has been prepared by the Architect or under the Architects direct E I WALL STOP IVES ON supervision. This drawing is provided as an instrument of services by the Designer / WiVACY 4. A NOTE 15 TO BE PLACED Architect and is intended for the use on this LOUVERED FLAT I-HR 1-1/2" FAIR HIW_sE5 STANLEY 130TH SIDES OF DOOR'S project only. Pursuant to the Architectural SWING FIRE RATED Wiwi I LOCKSET X14LAGE AS FOLLOWS: Works Copyrighted Protection Act of 1990 all Drawings, Specifications, Ideas, and Designs,ICLO6ER LCN 11-1 " - "NOT AN EXIT" including the overall form, arrangement and composition of the spaces and elements • EXTG. EXIT DOM SHALL COMPLY WITH FLORIDA FIRE MVWICN • FISCC 2WI ED. 110413-S DOOR HARXW;E, HANDLES, PULLS CODE, NFPA Jol, 6ECtICN 12B LOCKS, P PROVIDED, SHALL NOT REQUIRE THE USE OF A KEY, A TOOL, OR SPECIAL LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT 16 EASY IWUDGE OR EFFORT FOR OPERATION FROM THE EGRESS SIDE TO GRASP WITH ONE HAND AM DOES NOT REXRE TIGHT GRASPW,, TIGHT PINCHNG, OR TUSTNG OF T14E MST VERIFY WITH 6UILD1116 SWELL DESIGN TO OPERAS LEVER OPERATED MEC"ISMS, RA44 • CONTRACTOR TO PROVIDE SUBMITTALS FOR ARCHITECTS AND TYPE MECHANISMS, AND U-614AFED HANDLES ARE OJNEI;5 APMYAL PRIOR To FURCHMNG / NSTALLNG ANY ACCEPTABLE DESIGNS. WHEN 6LIDWs DOORS ARE AND ALL HARDWARE FULLY OPEN, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. WAFVIAM REHIRED FOR ACCESSIBLE DOOR PASSAGE SHAD. BE MOUNTED No HIGHER THAN 481 ABOVE FINISHED FLOOR DOOR 6GHEDULE SCALE: N.T.S. TAG 101 102 103 104 105 106 �1_01 100 I WALL STOP IVES appearing herein,constitute the original, copyrighted Work of the Architect Not for construction unless all applicable permits are obtained. Any reproduction, use, or disclosure of 1-1/2" HIWGE6 STANLEY information contained herein without the prior I LOCMT 5CHLAGE written Consent of the Architects is Strictly 3 SILENCERS GLYNN - JOHNSON prohibitecl. (C) Copyright 2003 by Michael Gleber and Associates PA I WALL STOP IVES STOREROOM OR JANITOR 1- 1/2 " PR HINGES STANLEY I LOCKSET (D I CL05ER LCN5CHLAGE 3 SILENCERS - JOHNSON IVEGLYNN I WALL STOP S Room FINIE;H 6CHIMULMM ALL INTERIOR FIN15HES TO BE CLASS 5 RATED LOCATION FLOOR BASE WALLS CEILING CABINETS CEILING REMARKS RECEPTION VCT VINYL PAINT -I ACOUSTICAL WORK AREA 2 VCT VINYL. PAINT-1 WOI;;?J< AREA I VCT VINYL PAINT-1 TILE PAINT-1 H.C. RESTROOM TILE / VCT TILE / VINYL / PAINT I AHU CLOSET VCT VINYL PAINT-1 OFFICE VCT VINYL PAINT-1 VINYL PAINT-1 WATER HEATER CLOSET VCT OPEN BAY STORAGE CONCRETE OPEN TO STRUCTURE OPEN co F_ (a F- 4W I . . 1— 460 UJI W X rn z C! 0. Lo 0 0 LL 4W 0) Lm U. 4W L: 0 (D -0 JU 0 L. 3. No PVC. SHALL 5E USED IN THE PLENUM SPACES. ?. bm > 4. EXISTING BUILDINGS SHELL NOTES SHELL AND ENTRANCE SHALL COMPLY WITH NFPA 101 (a-0 BUILD -OUT SHALL COMPLY AND FAC5C CURRENT ED. ALL NEW INTERIOR 5 WALL FINISH NOTES FINISH NOTES 3 WITH NFPA AND FACE3C, cURF;ZENT ED. FLOORM WALL FINISH < 15 PAINT-1 - 1. ALL DOORS TO BE PAINT GRADE UNLESS NOTED z 00 E7- ALL FLOOR LEVEL To COMPLY WITH F5C. No CHANGES VCT - PAINT C0 Im BENJAMIN MOORS (OR EQUAL) PAINT APPLY TWO COATS OF PAINT TYP. AT ALL OTHEM15E ON PLAN. DOOR FRAME TO BE PAINT LL W OF LEVEL SHALL EXCEED 1/2" ON AN ACCESSIBLE ROUTE. MERCER OR EQUAL BY OWNER ALL DOORS 4 FRA'ES TO BE 5EMI-GLOS,6 GRADE PRE-HUN3 WITH COLONIAL WOOD CASING >11 6. THE LAYOUT AND DESIGN OF SPACES DEPICTED IN THESE PLANS COLOR AND STYLE T.15D. FINISH ALL WALL5, TO BE EGGSHELL FINISH PARTITIONS,. TOILET ROOMS TO HAVE 0 40 SEMI -GLOSS FINISH. BALANCE OF PARTITIONS 2. ALL INTERIOR WALL TO HAVE "ORANGE PEEL" FINISH cc = NT5 OF THE FLORIDA TILE - COLOR TO BE DETERMINED TO BE FLAT FINISH - EASY CLEAN QUALITY a. COMPLY WITH THE REQUIREMENTS Im ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 4 X 4 CERAMIC IN SHOWER AREA ONLY NOTE, Co a 0 COLOR AND STYLE T.B.D. BY OWNER TILE - -3101 (A) ALL EXISTING CMU WALLS SHALL BE FINISHED WITH 1/2" GYPSUM 4 X 4 CERAMIC IN SHOWER AREA ONLY FE3C - NFPA W A (MN) SECTION 2 a E. 5oAI;ZD OVER METAL FURRING CHANNELS WITH. MIN. R-E, WALL BASE COLOR AND STYLE T.15D. BY OWNER No wMaUST15LE MATERIALS AM Cd , (A.F.F.). PERMITTED WITHIN PLENUM SPACES. INSULATION BETWEEN, TO ABOVE FINISHED FLOOR VINYL - CEILIWG CONTRACTOR SHALL F THAT MIN. R-30 INSULATION 15 FIELD VERIFY MERCER VINYL BASE (COLOR TBD-) ACOUSTICAL -11 7777CC EXISTING ABOVE THE CEILING AREA AN IF IT IC? V'L 1, THE CONTRACTOR SHALL INSTALL SAME. CONTRACTOR SHALL NOTIFY TILE - AWSTRONG CEILINGS: 24" X 48" X 5/5" LAY -IN ARCHITECT OF ANY DISCREPANCIES. 4" To MATCH WALL TILE IN SHOWER %W DESIGNER MINATONE (REGULAR) AREA ONLY. WITH 15/16" PRELUDE EXPOSED TEE GRID 8. ALL DIMENSIONS ARE TO FINISHED FACE OF G.W.B. UNLESS (NON -RATED ASSEMBLY) OTHERWISE NOTED. WHERE DIMENSIONS ARE NOTED TO BE "CLEAR" OR "MIN." THEY REFER TO THE FINISHED FACE OF WALL. ci, PROVIDE WOOD BLOCKING IN WALLS FOR SHELVING, MIRRORS, AND F TO ACCOMMODATE INSTALLATION. 2 CABINET WOR,, AS rc= Ulr­ COORDINATE WITH CABINET MANUFACTURER AND OWNER PRIOR TO ANY CONSTRUCTION. SEE DETAIL ELSEWHERE. Room FIN1SDI 5CHEIDULE Z 10. ALL WOOD BLOCKING AND FURRING SHALT L 5E FIRE RETARDANT. SCALE: N..S. DATE. ,5EN'5 MODEL No. MP-10, II. FIRE EXTINGUISHERS 5H4LL BE LAP Zrj MULTI -PURPOSE ABC, COMPLETE WITH MOUNTING 5RACKET, --------------- -------- DATE:- OR APPROVE[) 51MILAR Z I . 54" MIN 12. CONTRACTOR TO VERIFY FIRE EXTINGU15HER LOCATIONS WITH FIRE MARSHAL BEFORE INSTALLATION. DATE PUSH SIDE 24" 13. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO - FA15RICATION OR INSTALLATION OF ANY ITEM. 1 Z* DATE- 11/4" 14. BUILD OUT SHALL COMPLY WITH FB.C. 2001 EDITION FOR It INSTALLATION OF ANY ITEM. LATCH SIDE APPROACH LATCH SIDE APPROACH FABRICATION OF MN MIN SLIDING DOORS 5LII)NG E)00f;6 A� DATE: 5. REFER TO PERMIT DRAWINGS ON FILE WITH THE CITY FOR SHELL BUILDING AND SITE INFORMATION. 2411 HINGE SIDE APPROACH DATE 510-MEDICAL WASTE COMMENTS: MR. DAVID IOVERIFIELD "Or_HD-EVH" I MN AT e32 WEST CENTRAL 5LVD, BUILDING #2, ORLANDO OR 5WIWs1W.% DOORS ------- FULL SIDE REVISIONS: CALL 1.401Z36.25F20 ABOUT OBTAINING A BIOMEDICAL WASTE PERMIT OR EXEMF`TION. PULL SIDE 54" MIN rue+4 SIDE A HOLD WILL BE PLACED ON THE C/O UNTIL SLIDE SIDE APPROACH - THIS 15 COMPLETED. -------------- nzw - Slpi-� z RELEASED FOR: PERMIT 4�� SLIDING DOORSz 11. A HOLD HAS BEEN PLACED ON THE CERTIFICATE OF DATE- 12/1/03 OCCUPANCE FOR TH15 PERMIT UNTIL A FINAL FIRE INSPECTION FROM THE OFFICE OF THE FIRE MARSHELL 18 �LTI PROJECT: HBC-052-03 N CONDUCTED A�4DAPPRO\/ED. PLEASE 2411 0 HAS BEEN MN MIN oZO10 TO SCHEDULE A FIRE INSPECTION MN CALL 1.4071.53r MIN -NOTE: 48 HR5 NOTICE 15 REQUIRED To SCHEDULE AN INSPECTION. A HOLD WILL 5E PLACED ON THE C/o UNTIL FRONT AEEEOACH THIS 15 COMPLETED. LATCH SIDE AfDIqR0,4(:44 1%1%1% DOORS "%I%I% DOM 3 OF Tl DOOR CLEARANCE GENER L NOTES SCALE: KT.51 SCALE: 1,1-Ta5.., 4 r/ RooF 1/2"_ AF FINISHED FL �.. — OOR 6 GA. kPANTE !A N BUILDING METALIPANEL5 COM AN ITYF BY FI _ Michael Gleber & Associates, P.A. Architecture, Interiors, Planning 918 NE 20th Avenue Ft. Lauderdale, FL 33304 954 523-4450 _T/ ROOF FL License AR 0013490 +15'-0 1/2" AFF. NCARB No: 39794 © 2003 Michael Gleber & Associates. PA The professional services of the designer and/or Architect are undertaken for and are - performed in the interest of the project owner. No contractual obligation is assumed by the designer and / or the Architect for the benefit of any other entity involved in this project Existing conditions: The designer and / or Architect disclaims any responsibility for the existing building stricture, site conditions, existing construction elements, or any othertru documents, drawings, or other insments related to or intended to be used for any part or parts of the project, which do not bear the architect's seat This drawing has been prepared by the Architect, or under the Architects direct supervision. This drawing is provided as an Instrument of services by the Designer / Architect and is intended for the use on this project only. Pursuant to the Architectural Works Copyrighted Protection Act of 1990, all Drawings, Specifications, Ideas, and Designs, including the overall form, arrangement and composition of the spaces and elements • appearing herein, constitute the original, copyrighted work of the Architect Not for construction unless all applicable permits are obtained. Any reproduction, use, or disclosure of information contained herein without the prior +0'-0" AFF. +0 -0 AFF. e ran ssoc�a es WE5T 5ULD ING ELEVATiON SCALE: N.T.S. (00'-011 50'-011 T/ ROOF — T/ ROOF B/ ROOF +14-0' AFF. T/ O.H. DOOR +20"AFOF. T/ DOOR 4 WINDOW OPNG AF—F. FINISHED FL 26 GA. GALVALUME ROOF I ! � � ! j � ! ! ! ! i j ! I ! G � YNAR PAINTED METAL P4NEL (Ty"I-) B TYPICAL FOR COMPLETE ALUMINUM GUTTER BY ALUMINUM DOWN SPOUT (TYP.) BY 2f A K AIN T 5 l7l ) Y 1 AMERICAN BUiLQING. CC 1PAisY i AMERICAN BUILDING COMPANY5TRUCTURE AMERICAN BU LDiNG COMPANY1-4 METAL OVER-H—EAD DOO-RS—(-TYP) B—YLASI!'j;II WIN�!{j!Ii D PBi!iIjI!!!Y t;=l!l?i+i;!i RI METAL GIi!I DOOR OOR NYMETALAMERICAN BUILDING COMPANY AM&RiCBILDING AMERCAN BU (!II - - _ OOR B/ R_AOOF +24'-0" AFF l Q W�7W W -wm T/ DOOR 4 LL WINDOW OPNG +7'-0" AFF. QLL 0 aB/ WINDOW +3'-0" zmN co 3 m Q - Q W®>,LL aFINISHED FLOOR m I_s - a i i " ♦V AFF. +0'-0" AFF. C >*S� E45T BULDiNG ELEVATiON 2 SCALE: N.T.S. Q CO Je 25'-0" E ROF T/ ROOF 5 +25'-0 1/2" AFF. — _ _B/ ROOF B/ ROOF — +24'-0" AFF +24'-0" AFF. (BEYOND) 26 GA. KYNAR PAINTED METAL PANELS (TYP) BY AMERICAN BUILDING COMPANY T/ ROOF 5/ ROOF ! ! I ! { ! ! I ! ! I +24'-0" AFF j! ! i ! 2 j GA; KYNAR PAINTED IMEtAL PANES i aMEi�ICAN BULDING COMPANY ( ! ! I j i j + I h jETAIr / GLAS$ W1N{DOW (TYP) BY TI DOOR 4 RICAN E94DING COMP!ANYI ! WINDOW 0". i B/ WINDOW +3'-0" AFF. FLOOR FINISH B/ R_AOOF +24'-0" AFF l Q W�7W W -wm T/ DOOR 4 LL WINDOW OPNG +7'-0" AFF. QLL 0 aB/ WINDOW +3'-0" zmN co 3 m Q - Q W®>,LL aFINISHED FLOOR m I_s - a i i " ♦V AFF. +0'-0" AFF. C >*S� E45T BULDiNG ELEVATiON 2 SCALE: N.T.S. Q CO Je 25'-0" E ROF T/ ROOF 5 +25'-0 1/2" AFF. — _ _B/ ROOF B/ ROOF — +24'-0" AFF +24'-0" AFF. (BEYOND) 26 GA. KYNAR PAINTED METAL PANELS (TYP) BY AMERICAN BUILDING COMPANY T/ ROOF 5/ ROOF ! ! I ! { ! ! I ! ! I +24'-0" AFF j! ! i ! 2 j GA; KYNAR PAINTED IMEtAL PANES i aMEi�ICAN BULDING COMPANY ( ! ! I j i j + I h jETAIr / GLAS$ W1N{DOW (TYP) BY TI DOOR 4 RICAN E94DING COMP!ANYI ! WINDOW 0". i B/ WINDOW +3'-0" AFF. FLOOR FINISH ! ! ! 2(o GA. K, YNAR 'IAMERICAN PAINTED BD METAL PANEL (TYP) B1 ; ! UILCO PANY ! I I ! I ! I MTALI G1�I 4MERICAN A55 BUILDING WINDOW (TYP) BY' COMPANY! i I I I ' — i.. WINDOW OOPNCs.� v♦ Z DATE: DATE: DATE: DATE: /2\ DATE: DATE: ooR 4 REVISIONS: , - RELEASED FOR: PERMIT DATE: 12/11/03 PROJECT: HBC-052-03 AFF. O^R NORTH.. 5UILPING El i VATION 60UTH 5ULDING ELEVATiON - _ 4 of i2 SCALE: N.T.S. SCALE: N.T:S.it - NORTH.. 5UILPING El i VATION 60UTH 5ULDING ELEVATiON - _ 4 of i2 SCALE: N.T.S. SCALE: N.T:S.it - .-2 Michael Gleber & Associates, P.A. Architecture, Interiors, Planning 918 NE 20th Avenue Ft. Lauderdale, FL 33304 954 523-4450 FL License AR 0013490 NCARB No: 39794 O 2003 Michael Gleber & Associates. PA The professional services of the designer and/or Architect are undertaken for and are performed in the interest of the project owner. No contractual obligation is assumed by the designer and / or the Architect for the benefit of any other entity involved in this project Existing conditions The designer and / or Architect disclaims any responsibility for the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part -- --- - or parts of the project, which do not bear the -- architects seal Q ;1t` it�t ELEVATION }..�� \ / This drawing has been prepared by the STi�®ol 1 J.. 7[� I O� yyy Architect or under the Architect's direct }� ATHROOM ELEVATION LEV %` T I O� � SAT, ,ROOM � \� T I ON .4 supervision This drawing is provided as an 1_✓"' X 'f.� Lr-ti instrument of services by the Designer / Architect and is intended for the use on this SCALE: 1/2" = 1 SCALE: 1/2" 1'•-0" SGALE: 1/2" 1' D" project only- Pursuant to the Architectural Works Copyrighted Protection Act of 1990, all Drawings, Specifications, Ideas, and Designs, including the overall form, arrangement and composition of the spaces and elements 9' - 4" - 5' - l0" the original, _ - -- "'--- - `-- ---- -- --- - construction rork all the Not for appearing herein, constitute unle -- — --- - --- = - -- ---- ----'---- — --- --- - copyrighted work of the Architect ts are Ar_1tl obtained. Any reproduction, us% or dlicable eisclosure of _ information contained herein without the prior written consent of the Architects is strictly prohibited (C) Copyright 2003 by Michael Gleber and Associates PA LLI LLI o LU UJ it it 31411 i -A_U C 5 1-� I v t � � -( -® 1'-l0" 5" �—----9'-$�� — - -- ---- - d. --- - -- -- — — - z ----- 3 -6"- - ------ -11-0 z ---- U_ u - -- - iLi - s` w w o //0 ® C ; O C --- - W EL CIO W -- -- Cd ' W W RE5TRoOM FLOOR FLS BATHROOM ELEVATION 54VTHROOM ELEVATION SCALE: 1/2" = I'-D° SCALE: 1/2" _ 1' D" SCALE: 112" = 1'-0" UL *46 5 4W ACCE561BLE WALL HUNG LAVATORY 17111) X 19"W WITH LEVER ACTION FAUCET. NOT O WATER SUPPLY AND WASTE PIPE5 SHALL 5E IN5TALLED (IF APPLICABLE) cur LAYER 5/5" TYPE L I GYP. L ONE LAYER 5/8" TYPE 'X' GYP. L co AMERICAN STANDARD YORKVILLE 16-1/5" ELONGATED PRE55URE-A5515TED TOILET METAL STUDS WALLBOARD APPLIED PARALLEL „ TO EACH SIDE OF MIN. 35%" �i • MOD* 2323.100. OR EQUAL. 10 24 O.C. METAL STUDS SPACED AL O.C. WITH C O 4) i" LONG TYPE S - DRYWALL SCREWS 2X6 WOOD 5LOCKING S" O.G. TO EDGES AND 12" O.C.LL C cc REAR GRAB BAR 36"L 11/2" DIA. MOUNTED 11/2" FROM WALL AT 34" AFF, 505RICK ADA TSTUDS ATTACHED O INTERMEDIATE TO FLOOR AND W W CEILING TRACKS W/ 1/2" LONG TYPE Y/ O COMPLIANT MODEL (TYP. 8 -DRYWALL SCREWS � '�"'� (GLASS FIBER OR MINERAL WOOL O I LAYER OF 5�$" TYPE "X" GYPSUM WALL50,4RD iLi " u STAINLESS STEEL BATT MATERIAL BEARING THE UL �t t�/� ON :X4 WOOD STUDS � 24" O.C. a C � 00 O REAR GRAB BAR 421 11/2" DIA. MOUNTED II/2 FROM WALL AT 34 AFF, 505RICK ADA GRA5 5AR 'm 33 AF°1=. FIRE RFI 5TANC MARKING A5 TO Z ,��,I FIRE RESISTANCE OF A THICKNESS ® i (OR 2 AS SHOWN) LAYER OF 5i$" TYPE "X" � � � m � COMPLIANT MODEL (TYP.). TO COMPLETELY FILL STUD CAVITY. t� i/ SEE PARTITION TYPE FOR LOCATION G�.W yam. ON 35�$" METAL STUDS '> 24" O.G. ai �1 15PEN5ER MTD AT 19" AFF BOSRIGK MOD! 5235 (TYP.). SECURE W/ SPANNER OF GATT INSULarioN, TOILET PAPER D a s` NERD SCREWS O 1 LAYER OF )iz" TYPE "X" GYPSUM UJALL50ARD a � � � �� O ON 3 /$ METAL STUDS 24 O.G.CO CL O E I G A J OD I LAYER OF I/Z" TYPE "X" GYPSUM WALLBOARD E a ,� � _ ON 1��$" METAL SCUDS � 24" O.C. TO UNDERSIDE O PAPER TOWEL HOLDER MAX EXTENSION FROM WALL AT 4 . LOCATE CONTROLS AND Cd TOWEL DELIVERY MAX 48" AFF, 50BRICK C-FOLD DELIVERY MOD# 250-15 (TYPJ. x; ; y" ;< ;, OF R001= STRUCTURELq t. x ,` X x . E GALVANIZED METAL RUNNER t� -- --- O �.. E = J 24" X 36" MIRROR MOUNT BOTTOM EDGE AT 40" AFF. MAX. I A I F N07 USED C► � Q Q t G R-30 GATT INSULATION }-} 36" X 36" MINIMUM CLEAR SHOWER STALL PER FBG CH.112001 ED. <u r' ~ x� H CEILING AS PER SCI-IEDULE c ACTUAL SIZE = 36" X 52" REFER TO PLAN5 AND ELEVATIONS OVERALL REQUIREMENTS FOR ACCE5515LE SHOWER STALLS FxV s F Q I EXTEND STUD TO UNDERSIDE OF STRUCTURE. / r /, / 1„1 PROVIDE BRACING AS REQUIRED. \; , , _ E ' J TAPE, COMPOUND, SAND 4 PAINT ALL JOINTS r DETAIL. i-�.C. ,at� 3i�,�tCINC }- `Y L I _ _ : i K P X FINISHED WOOD CAP RAIL SCAL : N:T.S. SCALE; N.T.S. J ?��� -1 '�l � �'�` � ` I ` ;C '� �� ' L 2X4 WOOD TOP PLATE DATE: M VINYL CORNER 5EAD a EACH SIDE i — f, �� FIRE RESISTANT SEPARATIONS L.AYATORI' CLEARANCE r Q DATE: N BASE AS PER FINISH SCHEDULE 104.1 OCCUPANCY SEPARATION REQUIREMENTS 571 MIRROR G G z lu G OO WALL FINISH AS PER FINISH SCHEDULE 104.1.1 THE MINIMUM FIRE RESISTANCE OF CONSTRUCTION SEPARATING ANY TWO — f GENERAL THE FOLLOWING REMIREMENTS SHALL APPLY lu � � � 4 OCCUPANCIES IN A 5UILDING OF MIXED OCCUPANCIES SHALL 5E THE TO LAVATORY FIXTURES, VANITY$, AND 5UILT IN LAVE. D X Cl C N r 5 ® PREFINISHED ALUMINUM 1" X 1" TRIM, CONTINOUS DATE: HIGHER RATING REQUIRED FOR THE OCCUPANCIES BEING SEPARATED, HEIGHT AND CLEARANCES. LAVS SHALL 6E E � E � G AT FINISHED CEILING AS SPECIFIED IN TABLE 104.1 MOLNTED WITH THE RIM OR THE COUNTER SURFACE NO - --1 l . , STRUCTURE A50VE 3 HIGWR THAN 34" ARE PROVIDE A CLEARANCE � r � Z TABLE 104.1 AT LEAST 29" AFP. TO THE 50TTOM OF THEwN N FLOOR SEALANT APRON. L C } !L E DATE: ti; R LARGE OR SMALL ASSEMBLY 2 HOUR CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE '� vo r 30" X 48" IN FRONT OF A LAV TO ALLOW FORWARD R R % N S FLOOR FINISH AS PER FINISH SCHEDULEzi� e we I WOLK ` - - - - - APPROACH. SUCH CLEAR FLOOR SPACE SHALL R 1- r,� ;y r ' I, DATE: DAY -GARS OCCUPANCY 2,3,4 I HOUR \ ADJOIN OR OVERLAP AN ACCESSA5LE ROUTE AND - <s 1 �` R O 1 LAYER OF V2 PLYWOOD ON METAL STUDS 2 NOU ` SHALL EXTEND A MAX OF 19" UNDEt2NEATH THE LAY. ca r S S �`; JOINTS TO 5E OPPOSITE GYPSUM WALLBOARD EDUCATIONAL x x 'r FACTORY -INDUSTRIAL 2 HOUR a EXPOSED PIPE5 AND SURFACES. HOT WATER AND` v S 1 x�, HAZARDOUS VARIES DRAIN PIPES UNDER LAVE. SHALL BE INSULATED OR DATE: 0 x OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT REVISIONS: INSTITUTIONAL 2 HOUR I HOUR � THERE SHALL BE NO SHARP OR ABRASIVE SURFACES PIERGANTIAL ? ` UNDER LAVATORIES. RESIpENTION I HOUR STORAGE, MODERATE HAZARD Sl 3 HOUR 6` FAUC TS. FAUCETS SHALL COMPLY WITH PAC NICA 2 O "' LEVER -OPERATED, PUSH -TYPE, AND ELECTRONICALLY O RELEASED FOR. PERMIT STORAGE, LOUD HAZARD 52 2 HOUR ----- CONTROLED MECHANISMS ARE EXAMPLES OF DATE 12/11/03 I}'� I AUTONOE31LE PARKING GARAGES I I HOUR ACCEPTABLE DESIGNS. IF SELF -CLOSING; VALVES ARE TIP. METAL. FURRING AND I*' 5, METAL 5TUP I HR. RATE AUTOMOE3ILE REPARE GARAGES 2 HOUR z USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST v 10 SECONDS. PROJECT. WALL 1 � OR E /ATE I O METAL LF WAL 1.. PARTITION PROJECT: HBC-052-03 I. SEE 4112.E IFBC) FOR EXCEPTIONS (P MI MIRRORS SHALL SE MOUNTED WITH THE 2. RATED SEPARATION IS NOT REQUIRED FOR DAY-CAREOCCPUANCIE5 IN A55EMBLY OCCUPANCIES USED PRIMARLY FOR WORSHIPING. _ BOTTOM EDGE OF THE REFLECTING SURFACE NO METAL 7"R� irJ1/l���V 3. IN APARTMENT OCCUPANCIES CONTAINING A DAY-CARE OCCUPANCY, WHERE THE TWO EXIT ACCE55E5 FROM THE DAYCARE OCCUPANCIES ��� CL. TOE GL• HIGHER THAN 4011 AFR ENTER THE SAME CORRIDORAS THE APARTMENT OCCUPANCY, THE EXIT ACCE55 5HALL BE SEPARATED IN THE CORRIDOR BY A SMOKE ______________ BARRIER HAVING A FIRE RESISTANCE RATION OF NOT LE55 THAN I HOUR THE FIRE RATED SMOKE BARRIER SHALL BE LOCATED 50 THAT - - - xg�' - - - - - - - - - - - - - - - - THERE 15 AN EXIT ON EACH SIDE. I1" MIN. 4. FIRE RATED SEPARATION 15 NOT REQUIRED FOR DAY-CARE HOMES IN A55EMBLY OCCUPANCIES USED PRIMARLY FOR WORSHIPING 77//-z= OEM 2 X 6 WOOD BLOCIGINCs TO 15E APPLIED TO WAL WU14G LAV. A�3 DE IL: ADA LAVATORY CLE�4fi��-ONCE WALL TYPE 5CHEDULE ` I 5 of 12 FIRE fi�I515TANT SE FE RATION NOTE 5 � � SCALE: P = I - D t SCALE: N.T.S. SCALE: N.T.S. - , - -- -1- -- -T—;-- r ---- U1 I j __1 ,..__ -;-; CP t- ;- I LLI IV IL i o 0 _ 0 0 A-2 1 I I H 30" X 40" CLEAR �; m _ +il 30" X 48" �fL.EA LU - ' tu W 1 a 6l IY I � 2 q- _ u HWC 3 I' _ p __X._�i6' CLEAR 0 3'-011 -- / - ----- � I {i -- I SNOUIER i 1 ------------- ! 1 6► _, 3'-6"Of i LU I , OPEN TO RESTROOM 5EYONP ; ,u LU I R l SkIOWEof ( ' I i. 1 - >u 73 a w OPEN TO SHOWER cn BEYOND JUL. / 4" TILE 5A5E SEE FINISH SCHEDULE «..r', .. _..:ram. =_ _ .. y .. - ... +. ♦ ix -Z old.: x, % .O"a }'.'✓ .E.r . .. �. .,2+ ..F. .. . .. 'r LIUWATER -R ANU CLOSET 3 CLOSET tta>; Michael Gleber & --- ---------- - ------ -----0 0Associates, P.A. Architecture, Interiors, .Planning OFFICE —--- - - H.C. >STRooM --� 918 NE 20th Avenue, tm6 104 Ft. Lauderdale, FL 33304 e - - - -- 954 523-4450 FL License AR 0013490 NCARB No: 39794 - — ----- - - -- ----- - - -- - - --- © 2003 Michael Gleber & Associates. PA The professional services of the designer s and/or Architect are undertaken for and are performed in the interest of the project owner. No contractual obligation is assumed by the --- — OPEN 13AY STORAGE WORK AREA - 2 designer and / or the Architect for the benefit 102 r of any other entity involved in this project 3 t�$ I WOW AREA 1 Existing conditions: The designer and / or Architect disclaims any responsibility for the existing building Lionstructure, site conditions, , existing construction elements, or any other r ------ — --- — — -- _ -- documents, drawings, or other instruments related to or intended to be used for any Part --- -` or parts of the projeci, which do not bear the architeas seal. --- This drawing has been prepared by the -- - -- Architect, or under the Architect's direct -- --- ---- supervision. This drawing is provided as an RECEPTION instrument of services by the Designer / Architect and is intended for.the use on this -- project only. Pursuant to the Architectural Works Copyrighted Protection Act of 1990, all Drawings, Specifications, ideas, and Designs, including the overall form, arrangement and composition of the spaces and elements appearing herein, constitute the original, copyrighted work of the Architect Not for --- - construction unless all applicable permits are obtained. Any reproduction, use, or disclosure of information contained herein without the prior -- -- written consent of the Architects is strictly -- ---- — — - -- --- --- prohibited (C) Copyright 2003 by Michael Gleber and Associates PA o- 00 , e C REFLECTED GE f L ING AN a SG:ALE: 1/4" P-O" w .0 Lm UJI- - UJI co , �q� r n ..,.r vz:. ..^tt b n.x ,:..., -,>w.. • .Y. r` M ....h -.., e .i__ T• ... ., ,. .. .. , .: tG• .. .* .. _ ..f :...:r'i. : gyk fir. - : a _ / I WATER NEATE - .- _ -. _ ... ._ ® V UU r. CLOSET ANU CLOSET 10 Lm 30" X 48' CLEAR Ui ORICE 3m" X 4S CLEAR 10 C 1m �' N.C. (2E5TROOM j _ � •— i �L ' ' i =e. i 49 _ to \� F L, i `Gti �! C U.CIS AN s\; y fig'( EXIT �\ �r� z � L m 10 ro OPEN BAY STORAGE - # O O V } t:` WORK AREA - 2 RECEPTION I . # U. U rII®.i®,.tom!,®!®� z Z7 ®C O O = WORK AREA - 1 C G 103 w ® W �. o c L Co O E.EX Q ® as Y. t0 , r DATE: SCALE: 1/4"/5\ DATE: A DATE: /3\ DATE: zi� DATE: A DATE: REVISIONS: RELEASED FOR: PERMIT DATE 12/11/03 PROJECT: HBC-052-03 6 OF 12 h. A a a - A-13 . A-14 ee ee A-15 A-5 l A-I8 A-18 - -� AL AHU3 A-21 Cu A14�I-6L05ET A-2, 4 105 Michael Gleber & WATER HEATER 30 x 4a° CLEAR CLOT _ _ ___ Associates P. A 6 101 30" X 48 CLE_4R- A. - � P A-11 , OFFICE 106 ' H.C. RESTROOM Architecture, Interiors, Planning ' ' 104 --- - - A-21 918 NE 20th Avenue A �6. Ft. Lauderdale, FL 33304 954 523-4450 z r: A-18 30 x4e°-eCEaR FL License AR 0013490 NCARB No: 39794 k --- © 2003 A-18 A-21 Michael Gleber & Associates. PA A-19 A-19 s The professional services of the designer OPEN BAY STORAGE and/or Architect are undertaken for and are �A-17 Performed owner. contractual obligation is assumed by the 108 _ . designer and / or the Architect for the benefit of any 5 other WORK AREA - 2 Existing condit ons: involved The designer Sand ,/ or WORK AREA - I Architect disclaims any responsibility for the 102 i I03 existing building structure, site conditions. 1 existing construction elements, or any other documents, drawings, or other instruments 3 related to or intended to be used for any part RECEPTION' s, 101 or parts of the project which do not bear the A-$ architect's seal. :r This drawing has been prepared by the Architect or under the Architect's direct A-19 supervision. This drawing is provided as an A-20AI A-20 instrument of services by the Designer Architect and is intended for the use on this project only. Pursuant to the Architectural A-ll Works Copyrighted Protection Act of 1990, all Drawings, Specification,% Ideas, and Designs, including the overall form, arrangement and A-20 composition of the spaces and elements appearing herein, constitute the original, A-10 A -II A-12 A-13 copyrighted work of the Architect Not for j-17 A-19 A-19 A-20 A-20 construction unless all applicable permits are pD r _D A-20 Any reproduction, use. or disclosure of .,; .,�.,,, ,.,.,, ;,,,_ ,Mn... • _ e , - mfomatnon contained herein without the prior uY...., D - w , written consent of the Architects is strictly �9 s .> ..... , a prohibited (C) Copyright 2003 b Michael Gleber and Associates PA A-31 A-31 1d9 . ,.. _ ... y A-31 „ I��Li A-31 ELECTRICAL POWER FLAN �p SCALE: 1/4" = 1'-0j J _c W 0.LU U wu 47-7-6 - :.- 7-6 A-28 A-28 A-28 CLC BET _ AHII GLOvET a 1 A-26 A-26 -2i 105 A-24 ----- A-25 l------ A-25 A-21 O-- Z _ OFFICE A-21 PIE 5TROOM 104 ---- W 0. A-26 U. OPEN BAY STORAGE WORK AREA - 2 WORK AREA - I C ` tino m 108 103 0 u. V 102 ` A-24 A-24 A-28 A-25 A-25 A-21 A-21 2.R A-22 A-23 A-22 A-23 A-22 A-23 A-22 A-23 W w LM RECEPTION A 28 j00 - 101 wrL - 0 a �om�v x= A-24 A-25 A-25 A-27 --- — Q C A-28 / A-2l - ---- -- - - _ --- -- —-28 ® cu Qi c� s QT £ E :.0 eO e e e ` � A-2 A-2'b A-30 �A-32 A-30 Co ELECTRICAL LIGHTING FLAN DATE: �. I. AS PER NEC-110-9 INTERRUPTING RATING DUPLEX RECEPTACLE - 125V - 20AMP -NEMA 5-20R, MOUNT 15" AFF. 1 COMPUTER TERMINAL OUTLET LOCATION, 3/4"0 CONDUIT STUB TO DATE GREENELAY MODEL "GTD' LIGHTING LOAD (STANDARD), 42" AFF. AT COUNTERTOP OR A5 NOTED 12 ABOVE TIME DELAY SWITCH SO�OW MAX EQUIPMENT INTENDED To INTERRUPT CURRENT AT FAULT LEVELS V� CEILING SHALL HAVE AN INTERRUPTING RATING SUFFICIENT FOR THE NOMINAL U L CIRCUIT VOLTAGE AND THE CURRENT THAT IS AVAILABLE AT THE LINE (P DUPLEX RECEPTACLE ON GROUND FAULT INTERUPTER CIRCUIT. TELEPHONE OUTLET AND JACK LOCATION. 3/44 CONDUIT STUB TO 120Y-60Hz TERMINALS OF THE EQUIPMENT. 125V - 20 AMP - NEMA 5-20R 12" ABOVE CEILING DATE: AC INPUT EQUIPMENT INTENDED TO INTERRUPTING CURRENT AT OTHER THAN FAULT QUAD RECEPTACLE - 125V - 20 AMP - NEMA 5-20R, MOUNT 15" AFF. TELEPHONE 'FRACTIONAL AL LEVELS SHALL HAVE AN INTERUPTING RATING AT NOMINAL CIRCUIT 17 3/ ��� E OUTLET AND JACK /COMPUTER TERMINAL OUTLET LOCATION. 4 EXHAUST FAN (STANDARD) 42" AT COUNTERTOPS OR AS NOTED 4 CONDUIT STUB TO 12 ABOVE CEILING DATE. (i.5 AMP MAX) VOLTAGE SUFFICIENT FOR THE CURRENT THAT MUST BE INTERRUPTED. RED FLOOR MOUNTED DUPLEX RECEPTACLE - 125V - 20AMP - NEMA 5-20R, O THERMOSTAT LOCATION, MOUNTED 54" AFF. 2 F 2. AS PER NEC-511-20 (a) WET LOCATIONS NEUTRAL ALL RECEPTACLES AND FIXED EQUIPMENT WITHIN THE AREA OF DATE: THE WET LOCATION SHALL HAVE GROUNT-FAULT CIRCUIT -INTERRUPTER O FLOOR MOUNTED JUNCTION BOX EXHAUST FAN - FRACTIONAL HORSEPOWER PROTECTION FOR PERSONAL IF INTERRUPTION OF POWER UNDER FAULT b DISCONNECT SWITCH 1 CONDITIONS CAN BE TOLERATED, OR BE SERVED BY AN ISOLATED WALL SWITCH - 1 POLE - 1S O - AMP. MOUNT 46" AFF. DATE: . POWER SYSTEM IF SUCH INTERRUPTION CANNOT BE TOLERATED 42" AFF. AT COUNTERTOPS .OR AS NOTED. QUIET TYPE ® I' X &' FLUORESCENT INDEPENDENT DROP LIGHT "LUMAX" (OR EQUAL) REVISIONS: EXCEPTIONS: BRANCH CIRCUITS SUPPLYING ONLI't15TED, FIXED, THERAPEUTIC AND 3 war WALL SWITCH 3 WAY 125V - 20 AMP, MOUNT 46" AFF. OR AS NOTED F-71 2' X 4' FLUORESCENT LAY -IN TROFFER, "LUMAX" (OR EQUAL) DIAGNOSTIC EQUIPMENT SHALL BE PERMITTED TO BE'SUPPLIED FROM A NORMAL GROUND a war �� RELEASED FOR: PERMIT NOTE SE�vICE, sI��L;=- of� 3-PNAS� SYSTEM ��ovl��� THAT: WALL SWITCH - 4 WAY - 125Y - 20 AMP, MOUNT 46 A.F.F.AOR AS NOTED 2' X 2' FLUORESCENT LAY -IN TROFFER, "LUMAX" (OR EQUAL) DATE: 12/1V03 ' 1. THE TIME DELAY CAN BE SET TO ALLOW A FAN TO CONTINUE OPERATING cap WIRING FOR GROUND AND ISOLATED CIRCUITS Dogs Nor occuPY THE SAME RACEWAY AND DIMMER SWITCH - 125V 20 AMP - 600 W, MOUNT 46" AFF. OR AS NOTED 0 INCANDESCENT DOWNLIGHTEQUAL) AL , "JUNO" (OR QUA _ FROM I MIN. TO Io0 MIN. AFTER SWITCH IS TURNED OFFt LIGHTING CAN D 50 BE CONTROLLED. PROVIDE 2X4 BACK BOX FOR MOUNTING. (b) ALL CONDUCTIVE 5URFACES OF THE EQUIPMENT ARE GROUNDED PROJECT: HBC-052-03 2. TIME DELAY SWITCH IS SUPPLIED WITH EXHAUST FAN, COORDINATE WITH ® ELECTRICAL PANEL ioARD -SEE PANEL SCHEDULE A COMBINATION EMERGENCY BATTERY PACK WITH LAMPS AND EXIT SIGN MECHANICAL CONTRACTOR. TIME SWITCH INSTALLED BY ELECTRICAL WITH L.E.D. LAMPS 4 INCANDESENT EMERG. FLOOR LIGHTS "PRESCOLITE" coNTRACTOlOR EQUAL CONTRACTOR.� WALL MOUNTED JUNCTION BOX -FIXTURE T.B.D. ,...p [x I I EMERGENCY BATTERY PACK WITH LAMP "PRESCOLITE" OR EW4L � TOILET EXHAUST FAN CONTROL GENERAL NOTES ELECTRIGL 6Y1"I30L S I SCALE: N.T.S. SCALE: N.T.S. � SCALE: N.T.S. r 7 OF 12 ii 3 I * I . -2 1 I * I 1 4 1 I * I 3 . 3 3 3 ® 3/6" LIQUID E 3/4" SUCTION LINES OVERHEAD RISE IN AHU CLOSET WITH INSULATION Michael Gleber & A$ PER FBC 2001 EDITION, DROP IN WALL. FIRE CAULK 1-HR WALL OPENINGS. Associates, P.A. COVER LINES OUTSIDE WITH METAL COVER, PUNCTURE EXTERIOR WALL AS NECESSARY NEW 36" X 36" TO CONNECT TO CU-I. PATCH EXTERIOR WALL PER MANUFACTURER RECOMENDATIONS Architecture, Interiors, Planning CONC. SLAB ON GRADE, 41' 918 NE 20th Avenue THICK FOR COND. UNIT C� _ � t. Lauderdale, FL 33304 954 523-4450 MAINTAIN 1211 MIN. 1�71FL License AR 0013490 CLEARANCE ALL I 3'-0" 0NCARB No: 39794 AROUND COND. VD © 2003 Michael Gleber & Associates. PA The professional services of the designer and/or Architect are undertaken for and are performed in the interest of the project owner. No contractual obligation is assumed by the designer and / or the Architect for the benefit of any other entity involved In this project Existing conditions: The designer and / or Architect disclaims any responsibility for the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project which do not bear the architect's seat This drawing has been prepared by the Architect, or under the Architect's direct supervision This drawing is provided as an instrument of services by the Designer / Architect and is intended for the use on this project only. Pursuant to the Architectural Works Copyrighted Protection Act of 1990, all Drawings, Specifications, Ideas, and Designs, including the overall form, arrangement and composition of the spaces and elements appearing herein, constitute the original, copyrighted work of the Architect Not for construction unless all applicable permits are obtained. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architects is strictly prohibited. (C) Copyright 2003 by Michael Gleber and Associates PA W — V •� W J _ f— W CIS _ Z V Qj O z V MECHANICAL FLAN � SCALE: 1/4" 1'-0" 1 � FLEX DUCT o- AC GRILLE / C.F.M. SPECIFICATION DO NOT SCALE Tt E DWGS. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS C-F.M, 2. COORDINATE EXACT LOCATION OF ALL DIFFUSERS AND RETURNS WITH ARCHITECTURAL REFLECTIVE CEILING PLAN CFM, CUBIC FEET PER MINUTE _ 3. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FLORIDA OT THERMOSTAT 0) 0) BUILDING CODE - NFPA AND ALL LOCAL CODE AMENDMENTS. 4. ALL PENETRATIDr!S OF REQUIRED FIRE RATED WALLS AND CEILINGS SHALL BE SD SMOKE DETECTOR WITH FIR DAMPENER (AUTO SHUTDOWN) U. (10 WITH AN ACCESSIBLE U.L. LABELED FIRE DAMPER ® SUPPLY AIR DIFFUSER 4W L100 5, ALL EXHAUST FLEX DUCTS SHALL BE SHEET METAL, INSTALLED, SEALED AND SUPPORTED C O .� IN ACCORDANCE WITH THE LATEST EDITION "SMACNA" LOW VELOCITY DUCT © RETURN CsR{LL OR EXHAUST GRILL (L V CONSTRUCTION STANDARD. ca 6. ALL AIR CONDITION DUCT SHALL BE RIGID FIBERGLASS DUCT BOARp 2 INSTALLED IN ACCORDANCE WITH SMACNA, FIBROUS GLASS DUCT x TURNING VANES MANUAL. ALL DUCT IN PLENUM SPACE SHALL BE R-b MINIMUM. FLEX C r�� DUCT36 TRR-5.0 IN SHALL BE USED AS INDICATED, ARCHITECT TO APPROVE z C � ,/♦ o Lo O + TWIST - IN COLLAR WITH VOLUME DAMPNER 0 +� 1. RUN CONDENSATE DRAIN LINES TO EXTEND DOWN TO SOAKAGE PIT CONSISTING W I OF I/4" TO 3/4" C:R4VEL OVER LOOSE SOIL. AREA OF GRAVEL IS 24" DEEP O a cc WITH 18" HORIZONTAL SPAN IN BOTH DIRECTIONS. LINE TO BE RUN ON ROOF TOP. �i%''' %% FIBERCzLASS RETUf�I AIR DUCT UIORK a - DROP LINE 1N OPEN C�1U CELL AND COME THRU Gh1U WALL NO MORE THAN %%i�; ` mcc �.. 12 ABOVE GRADE. CL F15ERGLA55 SUPPLY DUCT WORK � 2 % S. CONTRACTOR SHALL PROVIDE AN INDEPENDENT TEST AND BALANCE FOR ALL SYSTEMS E a E. 9. AS PER F.B-C. 1206.4 PIPING THROUGH MASONRY SLABS AND OR WALLS MUST BE FLEXIBLE DUCT � 4D (aY 0) PROPERLY SLEEVED. A Io. No COMBUSTIBLE MATERIALS SHALL BE ALLOWED ABOVE CEILING IN RETURN A FD FIRD DAMPER E � J AIR PLENUM SYSTEM. - GO CONDENSATE DRAIN LINE 2 II, OF EQUIPMENTCAL . INSTALLATION EQUIPMENT WALL IIOON OF BE EQUIPMENT WALL COMPLY WITH THE°R SERVICING OAL OUTSIDE AIR LOUVERS � MANUFACTURERS SPECIFICATIONS 44D CLEARANCE REQUIREMENTS. FBCM CH. 3 AND CH. 6 ca F/A FRESH OUTSIDE AIR R/A RETURN AIR MECHANICAL NOTE5 � MECHANICAL 5YM50LS A/C LOAD CALCULATIONS PER TA5LE 403.3 F5C SCALE: N.T.S. SCALE: N.T.S. 5ASED ON BUSINESS OCCUPANCY / OFFICE SPACE OF (PEOPLE / 1000 SQ. FT. DATE AREA NO. PEOPLE F/A ga ACTUAL cFm TOTAL TONS HANG DUCTS ACCORDING 1250 g 180 CFM 11340 TO SMACNA STANDARDS ---- DATE: NOT NOTE: F.B.C. 2001 MECHANICAL DATE 510.5B MAKEUP AIR: INSULATED TYPICAL CHANNEL - THE A/C UNIT SPECIFIED HEREIN IS BASED ON THE BUSINESS OCCUPANCY MAKEUP AIR SHALL BE PROVIDED AT A RATE FLEX DUCT i AND STRAP DUCT OF THE FBC AND TABLE 4033 (l PEOPLE / 1000 5Q. FT.) APPROXIMATELY EQUAL TO THE RATE THAT 8"41 TYPICAL I I HANGING DETAIL AIR IS EXHAUSTED BY THE (HAZARDOUS) DATE - DUCTWORK SHALL BE INSTALLED IN PLENUM SPACE. ALTERNATE I I 20 GAUGE METAL DO NOT CUT I-HR FIRE RATED GWB CEILING EXHAUST SYSTEM. MAKEUP AIR INTAKES BARS TYPICAL 6 SHALL BE LOCATED SO AS TO AVOID DUCT DRAUJBAND 4'-0" O.G. - F/A CALCULATED AT 20 CFM -PER- PERSON RECIRCULATION OF CONTAMINATED AIR DATE LOCATION (TYP) - F/A INTAKE LOCATED ON ROOF. 14" X 14" ROOF CAP W/ BIRD ::. ,� .. �:: ; : ,,.:::�;:,..:;;..:..,; i SCREEN, VERIFY 1N FIELD. INSTALL MIN. 10'-0" FROM EXHAUST. P INSULATED PLENUM � 5 ( NOTE: � . SOUND METAL AND TRAP DUCT BOARD MINIMUM OF " WIDE UCTS SUPPORT TO BE TE OUTSIDE AIR REQUIREMENTS DAREVISIONS: PER FMC 1042, roO3 PER FLORIDA BUILDING CODE 2001 ED. MECHANICAL TABLE 4033 LAY -IN CEIL'G 24" X 24" TYPE: OFFICE EGG GRATE RELEASED FOR: PERMIT REQ: 1 PEOPLE. PER IOW S.F., 20 CFM PER PERSON DATE: 12/11/03 PARTITION RTU-I - 2568 WALL 1 2568 X (1 / Ip00) = IS PEOPLE PROJECT. HBC-052-03 TYPICAL HANGING 9 X 20 = 360 CR1 REQUIRED (430 SUPPLIED) STRAP AND SADDLE METAL AND j HANGING DETAIL FLEX DUCT _ 6'-0" O.C. j L CEILING RETURN AIR TRANSFER 4 METHOD& OF HANGING DUCT5 MECHANICAL SCHEDULES, 6FECIFICATION6 AND RE QUIREMENTS s OF 12 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. f j i r WATER HEATER 105 ' OPEN BAY STORAGE 108 • o�e o�o -- _ CLOSET -- - --- AHU R/A DOOR LOUVER --- — --- q0P OFFICE 20 R/A TRAN GRILLE R H.C. RESTROOM 104 100 _ -- YD - - --- -- — WORK AREA - 2 102 R/ — �--------- R/ 4LE --- -- --- — - R/ TRANSFER GRILLE WORK AREA - 1-------------- 103 — �-- � GRT IDLE R �T�� ER 8 20 20—.--- g RECEPTION g 8 20 -- — � o SPLIT" Sl'S�'EM SCHEDULE AIR HANDLER UNIT CONDENSING UNIT pESGRIPTION _ - - -- AHU-1 pE�GRIPTION CU_I MANUFACTURER - � TRANS _ _ MANUFACTURER - ------ TRANS ---'-- -- _ MODEL NUMBER -__ TI.UEID6IDP13IDB ------ MODEL NUMBER ----NOMINAI. TTAID6IDD — TOTAL CFM 2IDIDID TONS ----- ------ —=�--------------- -- ERESr-4 AIR (_CF.M.)----_----�---- _ SEE CALGS --- ---- - NO, OF COMPRESSORS 1 ---- _ENT. AIR TEMP. -------- gr� -- _ R.L.A. EACH 288--- --- - SENSIBLE NEAT IMBN) _ -- 42.ID _ L.R.A. EACH 169.ID TOTAL CAPACITY IMBN� 58.1 NO. OF CONSENSOR 1=AN8 I BLOWER MOTOR N.P. _-- .---___-- 3/4 -- F.L.A. EAGN___ 1.4 -_VOLTS / PH / Nz _ ---- 2�ID / I / 6ID ----VOLT_S / PH / Nz 2�m / 1 / 6ID � ---- UNIT WEIGHT (LBS) 199 MAX. BREAKER SIZE -6ID - --- MATCHING CONDENSING_ UNIT - - TTAID6IDp UNIT WEIGHT 26ID ELECTRIC NEATER INSIDE --_ UNIT --_-- _KW (24IDV) ------- IID.ID _ ---- -- SYSTEM E.E.R.E.E.R / S.E.E.R l4.ID -- BTUN_-- 341 LIQUID LINE lIN)-- ------------ ----- - STAGE. 1 _--- SUCTION LINE (IN) _3/8 11/8------------- VOLTAGE 24ID ---- -- _ ----- - SUCTION (IN. OD) I - 1/8 -------- ---- --- ------ ------- LIQUID (IN. OD) 3/8 -2 1 _* I _& I -21 THERMOSTATIC EXPANSION VALVE SIGHT GLA55/MO15TURE IND. ILTER/DRYER DUCT HANGERS. ATTACH TO APPLY "HARDCAST" SEALER STRUCTURE ABOVE TYPICAL. STRIPS TO SPIN -IN ATTACH TO STRUCTURE ATTACH FLEXIBLE DUCTWO SPIN -IN FITTING WITH FITTING (TY W/50LTED CONN. FAIR COOLED USING TWO BANDS, ONE FOR EXTRACTOR "SCOOP" Michael Gleber & COND. UNIT THE DUCT AND ONE FOR THE SUPPLY DUCT I" FORMED SHEET METAL Associates, P.A. INSULATION BAND CLAMP COOLING r Architecture, Interiors, Planning COIL SQUARE TO ROUN DUCT LINER FLEXIBLE DUCT (5'-0" SOLENOID ADAPTER X i MAX. LENGTH) 918 NE 20th Avenue VALVE CONCRETE PAD GRID Ft. Lauderdale, FL 33304 /- (BY GENERAL CEILING i tANUAL VOLU CONTRACTOR) SUPPLY DUCT DAMPER 954 523-4450 FL License AR 0013490 DIFFUSE MANUAL BALANCING DAMPER NCARB No: 39794 WITH LOCKING QUADRANT © 2003 U.L. LISTED FLEX15LE OPERATOR Michael Gleber & Associates. PA DUCT RIGID DUCT CLAMP 1w EACH The Professional services of the designer OF FLEXIBLE DUCT and/or Architect are undertaken for and are FLEXIBLE DUCTWORK SHALL NOT EXCEED Performed in the interest of the project owner. 3'-0" LENGTH AND SHALL NOT SAG. No contractual obligation is assumed by the designer and / or the Architect for the benefit of any other entity involved in this Project Existing conditions: The designer and / or Architect disclaims any responsibility for the existing building shucture, site corlditkM existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part Or parts of the Project which do riot bear the architect's seal. This drawing has been prepared by the Architect, or under the Architects direct AIR'COOLED COND. UNIT 4 COIL CON. DUCT CONNECTION DETAIL TYPICAL DIFFUSER RUN OUT DETY41L supervision. This drawing is provided as an SCALE: N,T.S. SCALE: N.T.S. instrument of services by the Designer / 2 SCALE: N.-F,S, Architect and is intended for the use on this Project only. Pursuant to the Architectural Works Copyrighted Protection Act of 1990, all HEAVY DUTY CONCRETE Drawings, Specifications, Ideas, and Deslgns, vittl- 1r=Rl WITH including the overall form, arrangement and ELONGATED STRAP composition of the spaces and elements appearing herein, constitute the originak copyrighted work of the Architect. Not for construction unless all applicable permits are '4 obtained Any reproduction, use, or disclosure of 4 information contained herein without the prior written consent of the Architects is strictly Prohibited (C) Copyright 2003 by Michael Gleber and Associates PA PROVIDE k Z. / NUTS SEE SECTION 15140 VIBRATION ISOLATORS, TYP. WELDS WEB MEMBERS NSERT NUT HANGER ROD FOR ROD SIZES HANGER NUT =t�� W48ERT BENT STRAP lux"ONE ANGLE ON EACH STRUCTURE UA 3/16" OVER VERKT. SIDE OF WEB MEMBERS BOTTOM CHORD OF GRINNELL FIG. 260 LESS OF ANGLES REST ON TOP OF BOTTOM —EW4 WOOD TRUSS ADJUSTABLE SLEEVES 0- HANGER Eli CHORDS STEEL JOISTS SYSTEM (5Z VAR) X E_ BETWEEN PANEL POINTS. BOTTOM CHORDS SIZE FOR LOAD. 12 GA MTL. HANGER OF STEEL JOIST PLATE \7 C�allimf HANGER ROE) EYE SOCKET FIBERGLASS C� kl INSULATION HEAVY DENSITY INSULATION HANGER RODNUT HANGER ROD (SEE SPECS.) SEE SPECIFICATIONS = CEILING LOCKING WOOD TMJSB _J NUT CEILING EXH. GRILLE l'- SUPPORT NUT 7DUTY CLEV15 F- ca SUPPORT STF41CTURAL STEEL LU HEAVY DUTY CLEVIS BEAM (SEE PROJECT) TYPICAL EXHAUST FAN INSTALLATION DETAIL LU HANGER VAPOR BARRIER PLANS FOR SIZE) GRINELL NO- Irol C/3 INSULATION INSULATION SHIELD PI HEAVY DUTY lb GAM ZINC COATED BEAM CLAMP SM STEEL SADDLE AT NO 9d811ATIGN INSULATION LEAST 8" LONG EYE SOCKET HANGER ROD TYPICAL CLEVIS RANGM niErAILS MEL BEAM TYPICAL FIFE SUFFORT DET4,-; I L 5 .4 FIFE SUPPORT DETAIL TYPI SCALE: N.T.S.CAL IN5TALLATION DETAILS SCALE: N.T,5. SCALE_: N.T.S. SUPPLY DUCT R V APPLY SPIN -IN FITTING W1 VOLUME COI'MROL DAMPER (INSULATE) CONTROL DAMPER CONTROL DAMPER ILL cc L 0 4) UNIT CASING IUL u L= AIRFLOW FULL SIZE DRAIN OPENING INSULATED FLEXIBLE LU (D 45* SHOETAF W1 TRANSITION ------ - DUCT RUN (TYP.) -N TO ATM. -o 4) 75 TO ROUND. INSULATE INSULATED FLEXIBLE WATER OPEN STAINLESS STEEL ROUND CLASS 1 DUCT LEVEL v L 00 DRAW BAND AG-100 SLIDING BLADE W J cc DAMPER IF SPECIFIED 0 31, 4 .0 ca CONICAL BELLMOUTH FITTING 0 0 2ro GAUGE COLLAR iL in FITTING FLEX, MASTER SERIES - 4000 MODEL DC-D SUSPENDED T-5AfR DRAIN PAN -J Co Cl CEILING GRID>%M ". TO OPEN SITE E DRAIN - REFER NOTES: PL5G DWGS cc CL is ca I -PREFERRED FITTING WHERE ALLOWED BY SPACE 16 THE 5ELLMOUTH FITTING SUSPENDED ACOUSTICAL 4) C0 he 00 2" ADDITIONAL DUCT CLEARANCE (NOTE: P UE WHICH REQUIRES A MINIMUM Or TILE CEILING .. .5. FLANGE MAY BE BENT OVER FOR INSTALLATION SEE MANUFACTURER'S PERFORATED SUPPLY 21-- LRECOMMENDATION GRILLE 4mp 2 - SHOE TAP SHOULD BE SIZED TO PROVIDE A MINIMUM OF 140% LARGER —FIELD ADJUSTABLE ca OPENING THAN ROUND AIR FLOW PATTERN TYF. FLEX. DUCT CONNECTIONS PERFORATED SUPPLY AIR SCALE: N.T.S. SCALE: N.T.S. GRILLE A.H.U. GONDEN6ATE DRAIN DETAIL SCALE: N.T.S. 6 VIBRATION HANGER SPRING -_ — e DATE: TYPE W1 NEOPREENt ISOLATOR AIR COOLED CONDENSING UNIT. REINFORCED CONCRETE PAP. LOCATE UNIT MINIMUM OF 2411 PROM Ax 10 —3/5" THREADED RODS PAD TO BE MINIMUM 4" LARGER BUILDING EXTERIOR WALL. EL50W 5RANCH TAKE -OFF 4 �ZoL : U THAN UNIT ALL AROUND. DATE: DAMFERASSY. SHEETMETAL DUCTWORK 4 DATE . . ... ......... TYP Roof= cAp DATE: A D/� DATE: SUCTION LINE W/3/41, \ ARMAFLEX INSULATION. DATE: 4 WEATCOATING REVISIONS: TYP IRacp cAf= A RELEASED FOR PERMIT WHITE CEILING •—LIQUID LINE WITHIN DATE 12/11/03 TURNING VANES WITH S.M. GRILLE d BLACK POLY BUTTEWLY DAMPER WITH FOUR 14 GAUGE TIE 4 SLEEVE. PROJECT. HBC-052-03 SCREW FASTENERS IN EXTERNAL POSITION DOWN STRAPS BY DUCTS 0" DIA. OR LARISER SPEED CNTRL MIAMI TECH. INC. INDICATOR AND OPERATOR NOTES: (SOLID STATE) PART ACUTDI (OR Ea) NOTES: I - PROVIDE 5ACKDRAPT DAMPER uj/ 51RDS,-_REEN ANCHOR INTO SLAB W1 MAINTAIN 12" MINIMUM CLEARAiNiCIE 2 - FLASH 4 SEAL WALL AND ROOF CAP 3/16" DIA X 11/211 TAPCON ALL AROUND FOR EACH CON TYP WALL-C14 3 -PROVIDE INTERNAL ISOLATION AND SOUND INSULATION AND 11/2" PIN W1 WASHER , ' UNIT. MULTIPLE IN6TALLAT -SUPPORT FAN FROM STRUCTURE FROM COMP. UNIT ,'0-N.'5 f;zEaulf-e:j�' 24" BETWEEN coNDENSIN,:-7 LINIIT_('-. TYPICAL DUCT DETAIL CA51NET CEILING FAN DETAIL f=>,4 SCALE: N-T.S. SCALP: N.T.S. CONDEN61NG UNIT ON CONC. D " 10 OF 12 SCALE: N.T.S. 21, WAW4M ROD SCHEDULE PIPE SIZE PIPE SIZE PIPE SIZE PIPE SIZE UP TO 2" 3/&" DIA. 4" THRU ro" Nit" DIA. 21/211 TO 311 1/211 ro" THRU 12" "ka" DIA. i 3 PROVIDE EXTRA HEAVY PATTERN FULL OPENING IRON BODY TRAP SCREW FERRULE E ALL BRASS HEAVY DUTY CONCRETE CLEANOUT WITH COUNTERSUNK HEAD STEEL INSERT WITFI 3 3 3 �i -2 1 3 1 3 I 3 1 3 1 NANGINIG ROD 504EDl1LE ELONGATED STRAP FINISH GRADE PIPE SIZE PIP£ SIZE PIPE SIZE PIPE SIZE ° UP TO 2" 3/S" DIA. 4" THRU Co" gib" DIA m PROVIDE 12"XI2"XV' /, ; !ij :/ /////:' 2112" TO 3" �/ " (o° tHRU 12" y u POURED CONC. BLOCK %% %�%:%- „��/ / r,; 2 a DIA 1►11:.,h.,..1 /'+1..6.,.. o ii. WHEN CLEANOUt IS wIIlw la.V1 u1lI OL -fl�� u NOT IN PAVED AREA u�EB MEMBERS NSERr NUT HANR �D Associates, P.A., u - � =u n I =u a ;u MELDS HANGER NUT t��� _FRET= rNP,E'12t LONG SWEEP, USE SHORT �_.._. _ . _ .. _-- _ SWEEP WHERE REQUIRES BENT STRAP 1.2" ONE ANGsLE ON EACH Architecture, Interiors, Planning 31Vo' OVER VERT —_—� SIDE OF WEB MEMBERS CONCRETE JOIST COMBINATION 'Y' LESS OF ANGLES ` REST ON TOP OF BOTTOM SEE PROJECT PLANS 918 NE 20th Avenue a va° BEND - - CHOPS STEEL JOISTS Ft. Lauderdale, FL 33304 BETWEEN PANEL POINTS7. HEAVY DUTY CONC. - MAX SIZE 4" BOTTOM CIS ° 954 523-4450 SAME SIZE: AS SEWER SIZE FOR LOAD. JOIST CLAMP OF STEEL JOIST FL License AR 0013490 \ ( EXTERIOR ELEVATION INTERIOR ELEVATION HANGER ROD NCARB No: 39794 \ CONNECT TO EXISTING i\ . \ CITY WATER LINES / \ HANGER ROD INTHANGER ROD 2003 SEE CIVIL DRAWINGS FOR / I \ ��NUTrLv ORTNUTMichael Gleber Associates PA l' DUTY SLEEVES STRUCTURAL STEEL I ✓��,� (✓ DETAILS AND SPECIFICATIONS � / . . \ - HANGER The professional services of it,e designer 3/�I ° CW HEAVI DUTY SLEEVES (SEE PROJECT) and/or Architect are undertaken for and are \ \ / �^'f' \ STAINLESS STEEL COVER HANGER VAPOR BARRIER PLANS FOR SIRE) performed in the interest of the project owner. /��\ / \ 3/�u CW \ INSULATION No contractual obligation is assumed by the 1/2" GW — SCREWED TO THREADED BAN designer and / or the Architect for the benefit \ C.O. PLUG PIP � GAUGE XW WA of any other entity involved in this project I \ \ BEAM CLAMP Existing conditions: The designer and / or y responsibility for the \ FACE OF WALL NO HILA710N MSULAt10N LEAST 8" LONG EYE SOCKET existing building structure, site conditions• 1/2 GW � \ . \ 3/4u CW ---.i \ • \ 51�T 5Tfft. SADDLE AT Architect csting construction elements, or any other 'I I d documents, drawings, or other instruments ! / \� �/ ✓ / 3/` t" GW \ • I HANGER ROD related to or intended to be used for any part .. / , ✓ \ \ \ TYPICAL S EEL S or parts of theproject o not bear the ' tlldl 1 i'YPF At we_q )u�wtrrto �t w tt g'��1 y��,q which d architect's seal PRESSURE BALANCED I � ' ' \ - - - -- - - _ - - - -- This drawing has been prepared by the \ , �✓ I �� \ THERMOSTAT MIXINCx i \ \ ' \ Q� Architect, or under the Architect's direct II \ 1/2 HW DETAIL - J TY TYPICAL C %` � FIFE ISUFFORT D E T/�-�} I L L+ supervision This drawing h provided a/ an VALVE 105°F. 1. G f`-t �J � � instrument of services by the Designer / NB I I/Z" CW \ / �' x > I M \ II TYPICAL C�.. EANOl��' X ll \ / F� 1 /2 I Architect and is intended for the use on this 1/2 CW I ( scALF: N.T.S. ' f'I" CtI�TI only. Pursuant to the Architectural HW i \ 5G/>t_E: N.T.S. V METER ER I I I \ \ ' \ t B� �,� - /� �[ / - WorprojksDrawings, Specifications, CopyrightedProtection Ideas, Act Deli1990, all T,41BLE -16 RI includingtSoverall'formlarrangement and \ \. 11>,4TER CONSUL"IPTION IN PLU1"51NG FIXTURES 51ZE OF FIXTURE SUPPLY cppearighof ertspacetetheoeginak appearing herein, constitute the original, I \ \ copyrighted work of the Architect Not for 1 \ MAXIMUM FLOW RATE OR VOLUME construction unless all applicable permits are I u TYPE OF FIXTURE OR DEVICE PIPE SIZE (INCHES) obtained. Any reproduction, use or disclosure of 3/4 PAT �� �'' \ \ FITTINGS FIXTURES RESIDENTIAL USE COMMERCIAL AND PUBLIC USE information contained herein without the prior 1t �" - . _ _---_ _ —_- _ -- __ - -- — ' - written consent of the Architects is strictly ,� RUUD "PACEMAKER" RELIEF 6 3/q �� CW \ WATER CLOSET �, C; — / prohibited. (C) Copyright 2003 by Michael MOD's PE630-2 WH I A.G. — - - - - -- - - i \ \ Gleber and Associates PA � �I 4.5 KW 240V 1 C ��' I D/ TIIF141y- _ DUAL CLEMENT - - --- _ > i I I \ H_C. WITH FLUSHOMETER , ` I (FLOOR MOUNT) - --- — - — . 1 tr �P } L / 7 t ' ' I I 1/2 HW URINALS t TANK DRAIN ll AYATOR - - _ -- --- --- 1%2 J G., -I u N .a • / 1/2" CW . I ��w� if�Cx - ✓/ - ---__. - __., _ .._ __._... .__. it '�i� .,). 1/2 _ _ _ __ _ _ ___-_ CW CxV FAUCETS LU-/ -"� a .1/2" HW ( C �cJri -- -- — -- ---- -- ai 3 VT / 1/2 CW I ( - - --- -- 2 m GPM== _ _ 71/ I/2 CW I I LAVATORY : __.__ G, -r 1 __. _-_ 25 G OR 5 C�PM#= WATER CLOSE (FLU- TANK TYPE) --- _ --- -1/2 � l GP W TE T H G LM /" mils ..!:_J ;_�i; >:. f- ( T 1/2 40 HW �' ss TOLERANCE SHALL BE AS SPECIFIED IN EITHER ANSI A112_I9.2 (199O) OR AI12.19.19.6 AS APPLICABLE. (.� THE VALUES GIVEN ARE BASED ON A TEST PRESSURE o> 60 PSIS (FLOWING)WATER CONSERVATION STANDARDS: ALL FIXTURE$ SHALL COMPLY WITH OR IN ACCORDANCE WITH ANSI/ASME 4112.15.1 TABLE 40R-2 OF THE FLORIDA BUILDING CODE 2001 EDITION � ; ,% c , / I /i/ ///,.%i//%/i//,ii///i/,i%/i,/i//%✓iiiii////,ii/i/%/:%%ii //,i,'i'i//i/:%.,/.'ii% /i/%i;i /ii%i I� I Ali Q�LAV Z 3" VT(U 1�1, 0. 311 VTw ; +�t�c FL UMB INCH FIXTURE DATA SCALE: N.T.S..4 :r FIX1 URE PIPE SIZE 5CHEDULE - I . 5GALE- N.T.S. I I ' I I I I I 4u 1 ` v`l 1/2" 1 1/2" 3" I .¢" �,II GO � _ HAZARD AND NOISE: WATER PIPE IN-TALLATION- SHALL BE 4 ADEQUATELY PROTECTED FROM WATER HAMMER BY USE OF (,L CO AIR CHAMBERS. AIR CHAMBERS SHALL BE INSTALLED IN SUCH A MANNER THAT WILL -___. .— _ ASME. TEP RELIEF VALVE m NLAV S� PERMIT DRAINING WITHOUT DISCONNEGTINCx FIXTURE SUPPLY. AIR CHAMBERS PIPE FULL SIZE TO C SHALL BE INSTALLED AND AIR CHAMBERS SHALL NOT BE LESS IN VOLUME THAN NEAREST DRAIN 4" DOME5TIC WATER R15ER D 1AGR41"I GATE VALVE _� � � c, t A 12 LENGTH OF PIPE ONE SIZE LARGER THAN THE PIPE IT SERVES. CONCLUSION: ALL FIXTLMS TO NAVE AIR CNAMSERa OVERIEAp M CEILINGS TYP. GALVANIZED > (d NUJC 41 1 TYP. DIELECTRIC - -- -- NIPPLE 4w 4)CONNECT TO EXISTING UNION a CITY SEWER LINES Z 00 (D 00 DUAL SEE CIVIL DRAWINGS FOR NIPPLECEMENT w CO IM DETAILS AND SPECIFICATIONS ® �+ a. Cis L. C i 5ANIT,4RY WATER RISER DIAGRAM � °' >+X R am NOSE BIBS DRAIN _ 1d CO 3 WITH HEATER DEEP DRAIN PAN --- PIPE I" DRAIN TO 0 NEAREST DRAIN P1_U SING RISER DIAGRAM GENERAL RISER NOTES WATER HEATER DETAIL 5GAL1== N-T-S. � 6 SCALE: N.T.5- SCALE: N.T.S. DATE /5\ DATE: A DATE DATE: Z DATE: DATE: REVISIONS: RELEASED FOR: PERMIT DATE: 12/11/03 PROJECT: HBC-052-03 12 OF 12 4 1 1 i INDEX OF DRAWINGS S1.0 COVERSHEET S1.1 FRAMING PLAN, FOUNDATION PLAN, AND ELEVATIONS SANFORDr1 FL S1.2 TYPICAL CONNECTION DETAILS &FOOTING DETAILS _ THE FOLLOWING QUESTIONS MUST BE ADDRESSED TO PROPERLY FABRICATE THIS PROJECT. JOB # 7101 DRAWINGS MUST BE RETURNED BY 09/22/03 -ARE THE OVERALL CANOPY DIMENSIONS CORRECT? YES % NO -IS THE COLUMN SPACING CORRECT? YES / NO -TYPE OF DRAINS ON THE COLUMNS? INTERNAL SPLASH / INTERNAL P.V.C. / EXTERNAL DOWNSPOUTS -SKETCH IN ARROWS TO REPRESENT DRAINAGE DIRECTION OF COLUMNS. (WRITE NO DRAIN IF APPLICABLE.) -LIGHTS ARE BEING INSTALLED BY? ARNING / OTHERS -LIGHTS ARE BEING SUPPLIED BY? ARNING / OTHERS -LIST THE NUMBER OF DECK LIGHTS TO BE INSTALLED? -LIST THE TYPE OF LIGHT BEING SUPPLIED? WHAT STYLE OF FACIA BEING SUPPLIED? -ARE GRAPHICS TO BE APPLIED TO THE FACIA BY ARNING 14DUSTRIES? YES 1 NO -INDICATE (IF ANY) WHICH SIDES REQUIRE APPLICATION OF GRAPHICS AND SIGN LOCATIONS. -CIRCLE THE ARROWS THAT REPRESENT NORTH DIRECTION AND BUILDING DIRECTION. PLEASE INDICATE COLOR OF DECK PANS DESIRED (CIRCLE ONE) WHITE / -BRONZE APPROVED 0 APPROVED AS NOTED 0 REVISE AND RESUBMIT (� REJECTED NOTE: FOOTING ELEVATIONS MUST BE RECEIVED WITHIN (7) SEVEN WORKING DAYS BEFORE THE SCHEDULED ERECTION DATE OR THIS PROJECT WILL BE RESCHEDULED TO THE NEXT AVAILABLE ERECTION DATE. ADDITIONAL CHARGES MAY APPLY. PLEASE NOTE: MATERIAL CANNOT BE ORDERED OR THIS PROJECTCAN NOT BE SCHEDULED FORFABRICATION AND ERECTION UNTIL THESE DRAWINGS ARE RETURNED AND MARKED "APPROVED" OR "APPROVED AS NOTED" AND REQUESTED INSTALLATION DATE COMPLETED NOTE: A HARDENED SURFACE MUST BE IN PLACE UNDER THE CANOPY AND EXTENDING 10'-0" OUTSIDE THE PERIMETER OF THE CANOPY BEFORE ERECTION CAN BEGIN. THIS IS AN OSHA REQUIREMENT. ti 0 v O v I s-1 1 0' REQUESTED TENTATIVE INSTALLATION DATE: BY SIGNING AND DATING THIS COVERSHEET, YOU ARE AUTHORIZING ARNING OANOPY SYSTEMS, INC. TO DETAIL, PURCHASE, AND FABRICATE MATERIAL. ANY CHANGES -Tb THE PROJECT OR THE ERECTION SCHEDULE AFTER ARNING IS IN RECEIPT OF THESE DRAWINGS ROGER EROGGEEt ER VVW.. GALLAGHER G(ORiDA i� 44263 � � 5v:32 E. HQ�'E.�ESs-[OE R�. CONTAINING THE PROPER APPROVAL WILL RESULT IN ADDITIONAL COSTS BEEING BILLED TO ` SCCi1 CSC)F�� A? 85253 YOUR ACCOUNT. IN ADDITION, YOUR PROJECT MAY NEED TO BE RESCHEDULED DEFENDING (430) 948-51 08 ON THE NATURE OF THE CHANGES. SIGNED. DATE: 7 . f f f BUILDING DIRECTION i REVIEWED ni By.° r Sandfoo-r . I re ; ev ritI Div. Date: 1Ica , 1 L 4 1 § 1 r OPY FRAMING PLAN 1/a• — 1' NORTH AND SO ATIONS a 4'f 1'-6" COL. o 7' �d 8 tl- 0 14' 0 7' -H N COL. 1'-6" 4'f I6"f 2' 1 PLAN NORTH 30" FOAM CORE SMOOTH PANEL. COLOR: PURPLE 3"x4" DOWNSPOUTS BLACK (TYPICAL) 12'f CLEARANCE ON (3) COLUMNS (VERIFY LOCATIONS) 14 tJ „s - T—r7 Ire -� — 4'-3 LENGTH p / p L_L� —JJ L===0 ==J LL-=J 5 8 9 I I 20'-A" I 32'-91' r � r - - L�� 4 lL��J L� =J I—� A.B. A.B. A.B. A.B. 10't 29'-8" 14'-8" 29'-8" 10': 94't OVERALL OF CANOPY FOUNDATION P AND WEST ELEVATIONS 1/8' - 1'-0• ROGER W. GALLAGHER CIVIL ENGINEER FLORIDA # 44263 5632 E. HORSESHOE RD. SCOT rSDALE, AZ 85253 (480) 948-6908 t1' r�1 4't A.B. a 0 0 14' 0 H 04 A.B. N 4't i _ GENERAL STRUCTURAL NOTESr 1 /4" STIFF.. PLATE DESIGN COMPLIES WITH 2O01 SOUTH FLORIDA BUILDING CODE LOADS: LIVE LOAD: 22 p.s.f. SNOW LOAD: 22 p.s.f. M PLATE LITERAL BRACES (CROSS `BEAM) WIND LOAD: 30 s.f. ( ) WIDE FLANGE BEAM p' w r WIDE ��et� SEE PLANS FOR SIZES 5/16 _ (ASCE 7-95 & 110 mph Exp. C) SEE PLANS FOR Sys UPLIFT: 31.25 p.s.f. 1/2„ (A-325) BOLTS • AFL BEAMS:r=cA572 WITH MINIMUM YIELD OF 50,000 P.S.I. 1/2" (A-325) BOLTS (4) PER CONNECTION -- (4) PER CONNECTION STEEL TUBE: 0 A500, GRADE B QUALITY WITH A MINIMUM .. (2) #12x1-1/4" BUII_DEX YIELD OF 46,000 P.S.I. (SEE PLANS FOR SCREW AT TOP OF PURUN } P.S.I. PURUN PI -ATE: A36 QUALITY WITH A MINIMUM YIELD OF 36,000 PURUNPURUN SIZE) (TYPICAL) ELECTRICAL CONDUIT (TYP.) - STEEL ANCHOR BOLTS: A36 QUALITY WITH A MINIMUM YIELD (4) #12x3/e TEK SCREWS 1 1/4" DIA. ANCHOR BOLT O 1. O.C. MINIMUM 1 18 GA. CALV. STRAP OF 36,000 P.S.I. EACH SIDE (TYPICAL) 2' WIDE (36 KSI) OUTLINE OF BASE PLATE W/7w OF EXPOSED STEEL CQNCRETE REINFORCEMENT: ASTM A615, GRADE 60 THREAD MIN. (TYP.) WITH A MINIMUM YIELD OF 60,000 P.S.I. TOP OF CONDUIT MUSTTRENCH OUT TOP OF FOOTING '. BE BELOW. BOTTOM OF CONCRETE: MEETING ACI REQUIREMENTS WITH A COMPRESSIVE ANCHOR BOLT THREADS. TOP OF FOOTING STRENGTH OF 3000 P.S.I. 1 /4" (PURLIN) CANOPY DECK PANS �QJL; MINIMUM BEARING CAPACITY OF 1500 P.S.F. W/ (PURUN) WIDE FLANGE BEAM LATERAL BEARING CAPACITY OF 300 PSF/FT. (WITH FACTOR MOE FLANGE BEAM SEE PLANS FOR SIZE 7" MIN. OF 2) SOIL TYPE: SAND, SILTY SAND, OR BETTER. VERIFY SEE PLANS FOR SIZE SOIL TYPE DURING EXCAVATION AND NOTIFY ENGINEER OF ANY - DISCREPANCY. WELDING: LOW HYDROGEN TYPE, E70 SERIES, PER AWS D1.1. OPTION #1 WELDING PROCEDURE AND MATERIAL SHOULD COMPLY WITH AWS STANDARDS. WELDING PERFORMED BY CERTIFIED WELDERS. BOLTS: HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A OPTION #2 325. IN BEARING TYPE CONNECTIONS WHEN THREADS ARE 1 PURLIN MOMENT SPLICE DETAIL NOT REQUIRED BY DESIGN TO BE EXCLUDED FROM SHEAR 1 PURLIN LATERAL `BRACING DETAIL'. PLAN OR WORKING IN TENSION. INSPECTION PRIOR TO OR NO SCALE CROSSBEAM�PURLIN CONN. NO SCALE DURING INSTALLATION IS NOT REQUIRED. TIGHTEN BOLTS PER AISC TURN OF THE NUT METHOD (1/3 OF A TURN PASTA NO SCALE SNUG TIGHT CONDITION). SCREWS; SELF DRILLING SCREWS MANUFACTURED BY ITW BUILDEX SHALL COMPLY WITH MANUFACTURER SPECIFICATIONS § AND ICBO 3056 STANDARDS. *THE ABOVE NOTES AND SPECIFICATIONS SHALL MEET OR 1: ERECTION. OPTION EXCEED ALL STATE AND LOCAL CODE REQUIREMENTS BEFORE TRENCH OUT TOP OF FOOTING TO LAY CONDUIT IN. �LQIE: FOOTING IS DESIGNED IN ACCORDANCE WIDEFLANGE 'BEAM WITH LOCAL BUILDING CODES. (CROSS BEAM) GENERAL CONTRACTOR IS RESPONSIBLE OPTION #2: 3"x5' ELECTRICAL LAY CONDUIT BEFORE POURING - FOR INSTALLING CANOPY FOOTINGS AS OPENING (ON OPPOSITE • REQUIRED AND FOR MATERIAL SPECIFIED. SIDE OF COLUMN FOOTINGS AND PUT CONDUIT SOIL CONDITIONS WHICH ARE QUESTIONABLE INSIDE OF FOOTING. SHALL BE BROUGHT TO :THE ATTENTION OF FROM DRAINAGE). THE OWNER AND ARNING C.S.I. COLUMN 1 I (4) 5/8"0 A-325 BOLTS FLAT BAR FOR § COLUMN TO CROSSBEAM I CONNECTION. LATERAL BRACING n I FULL PENETRATION (PURLIN) 41 /4"x1= 3 4"x3" 2" VENT LINE _ 3 w w WIDE FLANGE BEAM / 2 MAX. PER COLUMN. SEE PLANS FOR SIZE O R CONNECTION - ANCHOR. BOLTS 1 1 4 0x30 LONG ( ) I I I WITH LEVELING NUTS AND WASHERS • / � GUSSETS 8 PER (ASTM A36).Al _ a 1 „ 1 1 /4" DIA. ANCHOR BOLT 5'-2" I I I TOP OF GRADE. #12x1-1/4 TEK 4 OUTLINE OF BASE PLATE " 1 SCREW TYPICAL W/7 OF EXPOSED (TYPICAL) FULL PENT. THREAD MIN. (TYP.) I " TRENCH OUT TOP OF FOOTING 6"� HOLE FOR I I 14 f TOP . OF VENT LINE MUST CONDUIT #c OR - I ; I I — 3 4 BE BELOW BOTTOM OF TOP OF FOOTING VENT ONES. _Y 1 7" BE BOLT THREADS. • i, I .... �/2" A.B. MIN. THICK O E • I .. 2 � WELD NOTES: 3/4 " P FLAT 7" MIN. r s •� ri �� _ ,ems TOP OF FOOTING. BASE PLATE _ — ATTACH GUSSET TO COLUMN WITH , 18"x18"x3/4 •'' NON SHRINKING GROUT 2-1/2"x12"x24 GA, STL FLAT 1/2"_FILLET `WELD. COLUMN TO TOP „ „ COLUMN !!' fi`Y'— ' +•It's: �� BY FOOTING CONTRACTOR ROOF PANELS (GRAN—PRIX) PLATE USE FULL' PEN. WELD. USE 10 x10 x3/16 SQUARE TUBE 7 AFTER CANOPY INSTALLATION. 1/4" FILLET WELD FOR CROSSBEAM COLUMN (FY=46 Icsi) MIN. MIN. REINFORCING., LATERAL BRACING. 18„ 7w PURLIN-DECKP1�N CONN. (ALUMET)_ i b NO SCALE COL -CROSSBEAM CONN. ? NO • SCALE w 1 (4 PLACES). 7" T ANCHOR BOLT DETAIL 5 18" N0 SCALE . • 8 CONDUIT OR VENT "LINE DETAIL r 3 CERTIFIED BY: 4BASE PLATE DETAIL NO SCALE This Is the seal of the enginor,.for Aming _ #8x1/2' TEK. Industries who is ad the engineer of record. This drawing has been drawn under the guidance ' of. S.E. Consultants, Inc. and hoe been reviewed ANCHOR BOLT SEE DETAILS ®& 5 for compliance with the structural correctness ANCHOR BOLT SEE DETAILS ®& 5 II only. The scope of S.E. Consultants, )nc.'s work o does not exceed that of the accom FOR SIZE AND LOCATION OF ANCHOR BOLTS (TYPICAL) OR SIZE AND LOCATION `OF ANCHOR BOLTS TYPICAL _• parrying - calculations. GALY. ANGLE (A-1) _ THESE DRAWINGS AND ALL INFORMATION HEREON ARE OF A CONFIDENTIAL NATURE AND 5 5 HORIZONTAL 7" MIN. 7" MIN. :: • f dxt/2- TEKS REMAIN THE PROPERTY OF ARNING CANOPY SYSTEMS, INC. ANY USE OR REPRODUCTION OF ( ) " 3" � ( 3 ) #3 w � "W. THESE DRAWINGS FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF ARNING CANOPY TIES LENGTH WISE 3 TIES 0 3 (TYP. SYSTEMS, INC. IS STRICTLY PROHIBITED. TOP AND BOTTOM. (TYP.). (TYP.). 2 1�2» SPACING. ( 5) #5 HORIZONTAL REV. DESCRIPTION DATE BY :. HAT SECTION. 30' LAMINATED FACIA � TIES WIDTH WISE TOP AND .BOTTOM. 15-1/2" 3 ( 12)#4 O #3TIES ® VERTICAL TIES 2 1/2 SPACING PURPLE CHANNEL w 4' " W/HOOKS I 120 A _•A" 4�_3» DEPTH 12 AT TOP. 5' MAX. (4) #3 TIES ®, 14 DEPTH MID.). •) 12" MAX. SPACING 30 .. " 3 " #8x1/2-. #12X3/4' TEK (TYP) SPACING 12 MAX TIES ®#3 (,6 ) .#4 •- BOTH WAYS. 12" MAX. VERTICAL TIES • (TYPICAL) A Y Y E INC i ANCHOR 15-1 2" -:: • a' cwr�Na. X � - - BOLT / SPACING. W/HOOKS "== FLAT SECTION (TYP) AT TOP. - - 417-847-3131 0 FAX 417-847-3081 (TYPICAL). 3„ 3„ #12x3/4- TEK 201 INDUSTRIAL PARK PLACE, CASSVILLE. MO 85825 e _ 1 3" 4 —0 SO. TYPICAL CONNECTION SHEET WITH DETAILS FOOTING SIZE: � " 4'-3"x4'-3"x3'-0" 7"— - 7" (IYP.). 3" MID.). 2'-6"� 3" #8x1/2- TEK 30 (TYP-) 0 24 cTR s. 22' x 94' (8 COL) CANOPY 14" 15-1 / " 3.� .. ; 4'-3" WIDTH-1::. PERIMETER GUTTER DECK PANS. LOCATION ---� HAPPYBAYSYSA CARAWASH ROGER W. GALLAGHER LV1 RY BLVD. CIVIL ENGINEER FLORIDA # 44263 SANFORD FL VA 5632 E. HORSESHOE RD, CUSTOMER SCOTTSDALE,AZ 85253 (480) 948-6908 NORRIS INDUSTRIES, INC. 1637 ROCKDALE LOOP HEATH ROW, FL SPREAD :FOOTING DETAIL rin CUBE FOOTING 'ELEVATIONrg vrl i CAISSON FOOTING ELEVATION ri 7 FACIA SECTION ! V ,� n 1 I % DATE 09/03/03 ',(-AT F I I i INDEX OF DRAWINGS CA'RW COVER HAPPY BAY A'S s 7102-1 PLAN VIEW AND -ELEVATION Q � � J 7102-2 FOOTING PLAN AND ANCHOR BOLT DETAILS SANFORD F f N BUILDING. Q 7102-3 SPREAD FOOTING DETAIL DIRECTION U ^ i w � rz 7102-4 CUBE & CAISSON FOOTING DETAIL + 0 Q �- JOB # 7102 m QZ DRAWINGS MUST BE RETURNED BY 09Z24. 03 0- THE FOLLOWING QUESTIONS MUST BE ADDRESSED TO PROPERLY FABRICATE THIS PROJECT. —ARE THE OVERALL CANOPY DIMENSIONS CORRECT? YES / NO —IS THE COLUMN SPACING CORRECT? YES / NO —TYPE OF DRAINS ON THE COLUMNS? SCUPPER DRAINS 0 REAR -SKETCH IN ARROWS TO REPRESENT DRAINAGE DIRECTION OF COLUMNS. (WRITE NO DRAIN IF APPLICABLE.) -LIGHTS ARE BEING INSTALLED BY? ARNING / OTHERS —LIGHTS ARE BEING SUPPLIED BY? ARNING / OTHERS -LIST THE NUMBER OF DECK LIGHTS TO BE INSTALLED? —LIST THE TYPE OF LIGHT BEING SUPPLIED? -WHAT STYLE OF FACIA BEING . SUPPLIED? ___ — ------ —ARE GRAPHICS TO BE APPLIED TO THE FACIA BY ARNING INDUSTRIES? YES / NO —INDICATE (IF ANY) WHICH SIDES REQUIRE APPLICATION OF GRAPHICS AND SIGN LOCATIIONS. —CIRLCE THE ARROWS THAT REPRESENT NORTH DIRECTION AND BUILDING DIRECTION. -COLOR OF DECK PANELS DESIRED? (CIRCLE ONE) WHITE / BRONZE APPROVED 0 APPROVED AS NOTED s REVISE AND RESUBMIT Q REJECTED 0 40' -1 NOTE. A HARDENED SURFACE MUST BE IN PLACE UNDER THE CANOPY AND EXTENDING 10'-0" OUTSIDE THE PERIMETER OF THE CANOPY 'BEFORE ERECTION CAN BEGIN. THIS IS AN _ OSHA REQUIREMENT. OUTLINE OF PAVED SURFACE lY NNER. ROGER W. GALLAGHER CIVIL ENGINEER rLORIDA # 44263 5632 E.DALEII°E 33 SCOTTSDALEREQUESTED TENTATIVE INSTALLATION DATE: ,AAI �5253 (� /--/-- (480) 948-6908 a NOTE:: �V FOOTING ELEVATIONS MUST BE RECEIVED- PLEASE NOTE: WITHIN 7 SEVEN WORKING DAYS BEFORE THIS PROJECT CAN NOT BE SCHEDULED THE SCHEDULED ERECTION DATE OR THIS FOR FABRICATION AND ERECTION UNTIL PROJECT WILL BE RE -SCHEDULED TO THE THESE DRAWINGS ARE RETURNED AND V� NEXT AVAILABLE ERECTION DATE. MARKED APPROVED OR APPROVED AS NOTED. BY SIGNING AND DATING HIS COVERSHEET, YOU ARE AUTHORIZING ARNING CANOPY SYSTEMS, INC. TO DETAIL, PURCHASE, AND FABRICATE MATERIAL. ANY CHANGES TO. 'xTHE PROJECT .OR THE ERECTION SCHEDULE AFTER ARNING IS IN RECEIPT OF THESE DRAWINGS CONTAINING THE PROPER APPROVAL WILL RESULT IN ADDITIONAL COSTS BEING CREDITED TO YOUR ACCOUNT. IN ADDITION, YOUR PROJECT MAY NEED TO BE RE —SCHEDULED DEPENDING ON THE NATURE OF THE CHANGES. SIGNED: DATE: V) O L0 LL: o 5 m a z Ld O _ L`' w !R O U O Ir O O U X N O Lo Ile) w r- V) w (o II z V) co aX 00 Q > �0 \ w OU 04 � z � o � w J 0 3: U W LA_ O w C 3 0 r —0_1 0 L _OJ COL TOP PLATE ORIENTATION FACIA BRACES 0 21. A" P%r\ITr'e]*e% TOP OF GRADE. TOP OF FOOTING. PURUN LATERAL 00er•u.l� w 0 r- -0-1 0 L _OJ COL. TOP PLATE ORIENTATION SCUPPER DRAINS TO REAR OF CARWASH (TYP. 9 PLACES). 96'-10" PURUN LATERAL BRACING O MID -SPAN (TYP.). PERIMETER GUTTER (TYPICAL). P-2 P-1 C-10 (TYP.) C-10 C C-9 (TYP.) C-9 C-s PURUN JOINT 0 THESE THREE COLUMNS '(TYP.). C-5 C-5, C-4 C-4 C-4 C-4 C-1 C-2 C-2 C-1 7 C-1 C-1 1= COL COL 16' 11- 151'± OVERALL OF CANOPY r-o -11-0 L0_ JI 0 PLAN VIEW COL. TOP PLATE ORIENTATION =SLOPED NOTE: CANOPY IS DESIGNED TO WITHSTAND THE FOLLOWING LOADS WITHOUT EXCEEDING THE ALLOWABLE STRESSES AS SPECIFIED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION OR THE LIGHT GAUGE COLD FORMED STEEL DESIGN MANUAL OF THE AMERICAN IRON & STEEL INSTITUTE, WHICHEVER IS APPLICABLE. ROOF LIVE LOAD: 22 p.s.f. WIND LOAD: 30 p.s.f. (ASCE 7-95 & 110 m.p.h. EXPOSURE "C") UPLIFT: 31.25 p.s.f. 2 1 /2 "x 12 "x24 GA. STL. FLAT ROOF. PANELS, GRAN PRIX (TYPICAL). COL. COL COL. L 16' 16' —16' 9 —16' Trlow± PURUN JOINT SIDE ELEVATION I SCUPPER DRAINAGE DIRECTION NOTE:- COLUMN TO PURLIN CONNECTION USE (4) 5/8"0 A-325 BOLTS W/STANDARD HOLE PATTERN. NOTE: OVERFLOW SCUPPER DRAINS ARE LOCATED 0 REAR ` OF CANOPY. NOTE. (16) 320 W SCOTTSDALE LIGHTS BY OTHERS & INSTALLED BY ARNING C.S.I. (AS ALLOWABLE BY LOCAL CODES). LEGEND QUANTITY 4 3 3 0 4 2 z 1 Q 2 > 1 fil 4 W 3 Id 3 2 w 1 W 3 3 z 4 2 U) Q � J Q LL V Q Cn Q LL m LL Q }- IL IL Q _ PART # SIZE C-1 4'x4'x3/16' C-2 4'x4'x3/16' C-3 4'x4'x3/16' C-4 4'x4'x3/16' C-5 4'x4'x3/16' C-6 4'x4'x3/16' C-7 4'x4'x3/16' C-8 4'x4'x3/16' C-9 4'x4'x3/16' C-10 4'x4'x3/16' C-11 4'x4'x3/16' C-12 4'x4'x3/16' C-13 4'x4'x3/16' P-1 W6x9# P-2 W6x9# P-3 W8x10# lum lU0IS 2" 9' H21 PINK 2" I— 10" PURPLE / 24" TALL SPECIAL CONFIGURATION AT FRONT. FACIA COLOR: TURQUOISE. HOT PINK. PURPLE, HOT PINK FOAM CORE PANELS ON SIDES AND REAR OF CARWASH. ,RANCE qcn 0 M a7 ,n C=Lu, Z E `� M :j Q �N • m •/.M Cw z Z LU Q U. x m d a I K W In :2 Li O Z Y U W O ROGER W. GALLAGHER CIVIL ENGINEER FLORIDA # 44263 7 r 5632 E. , I FRS-LSHOE RD. SC10 I"?l;L�, AZ � t185253 (.201 948-V9t,tii Z x O M CL. 04 c0 II o 09/05/03 rN _ o rn .a0x This is the seal of the engineer for Arcing a N Industries who is ogt the engineer of record. Ld Q This drawing has been drown under the guidance of S.E. Consultants. Inc.. and has bean reviewed for complanee with j Z a the structural correctness only. The scope of S.E. J LJ 3 v Consultants. Inc.'s work does not exceed that of the Q accompanying calcularms. LL&01 ow 41' 11'-4" 3'-6"f 16'-8"--i - -54' -2"± 29'-4j" PENETRATION -� ANCHOR BOLTS 5/8"Ox15" COLUMN LONG WITH LEVELING NUTS AND WASHERS (ASTM A36). TOP OF GRADE. 12"f 6" 2 1/2" A.B.+MIN. t. =- ., ,:, - rj: •" TOP OF FOOTING. �- . i :f �' �, t:,_• NON SHRINKING GROUT :� . -- • ?' ,-�' .: , •� �; j ' •. .� it -- : BY FOOTING CONTRACTOR "`-* .' =�: ` y' =- -` = i. • =•' = : AFTER CANOPY INSTALLATION. MIN. REINFORCING. ANCHOR BOLT DETAIL NO SCALE NOTE: ALL FOOTINGS MUST BE LEVEL AND AT THE SAME ELEVATION. FOOTING PLAN SCALE: 1 /8"=1'-0" 12" - 6" 6" 4" 4" 2" 2" 2" COLUMN 6" 4" BASE PLATE 12"x 12"x3/4". +i 12" 4i" S„ 7/8"0 HOLE (4 PLACES). 2„ BASE PLATE ;DETAIL NO SCALE .7V 1 V OUTLINE OF CANOPY 28' O . lL V) J � Q 0 J Q o U 0 � � U 0 Q a LL o ro z z Q I z o_ g a a _ 0 z O I;,] O LL. F- CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF F'C - 3000 p.s.i. ® 28 DAYS (150 p.c.f.) 4" SLUMP - (MAX.) (FOOTING DESIGN BASED ON 2500 p.s.i. CONCRETE). T= 0 D U-) REINFORCING: ry O ASTM A-615 GRADE 60. Y ti 00 NOTE; r FOOTINGS ARE DESIGNED IN ACCORDANCE rn w WITH LOCAL BUILDING CODES. RECOMMENDED Z Y a FOOTING SIZES ARE BASED ON 1500 p.s.f. MINIMUM SOIL BEARING CAPACITY. _a GENERAL CONTRACTOR IS RESPONSIBLE FOR o U o i INSTALLING CANOPY FOOTINGS AS REQUIRED AND FOR MATERIAL SPECIFIED. SOIL ROGER GALLAGHER CONDITIONS WHICH ARE QUESTIONABLE CIVIL ENGINEER FLORIDA # 44263 SHALL BE BROUGHT TO THE ATTENTION 5632 E. HORSESHOE RD. OF THE OWNER AND ARNING C.S.I. SCOTTSD!'iL.E, A7_ 85253 j- 10948-69108 ~O x SPREAD FOOTING SIZE (OPTION #1): tto 5'-0" x 2'-0" x 1'-6" DEPTH. - I Jd' CUBE FOOTING SIZE (OPTION #2): cV CO 4'-0" x 4'-0" x 2'-9" DEPTH. it 0 N CAISSON FOOTING SIZE (OPTION #3): .I co 3'-0"0 x 3'-3" DEPTH. 1 ��% 09 05�03 t L o l ( \ co J This is the seal of the engineer for Aming Industries who is ppt the engineer of record. .. ,� W J O This drawing has been drown under the guidance of S.E. Q � f Consultants. Inc. and has been reviewed for compliance with �j z a t` the structural coneab ess only. The scope of S.E. Q W ?� U Consultants, Inc.'s work does not exceed that of the J N occomparrying cak:ulatioraL V) �p Wo 12" MAXIMUM SPACING. (3) #4 HORIZONTAL TIES WIDTH WISE TOP AND BOTTOM. 12" MAX F SPACING. (6) #4 HORIZONTAL TIES LENGTH WISE TOP AND BOTTOM. 7" ITYP.). ANCHOR BOLT (TYPICAL). 4 13 (TY5» 8 P.) 2' I 81$ 5, TOP VIEW_ 3" (TYP.) 111 1' 1,_601 3" (TYP.). 3" (TYP) �_6» 3" (TYP.). 2' END VIEW_ NOTE: (33) REBAR CAGES ARE REQUIRED FOR THIS CANOPY. NOTE: CONTRACTOR TO SUPPORT REBAR AS NECESSARY, NOT TO PENETRATE THE 3" PERIMETER AS SPECIFIED BY CALCULATIONS. OPTION #I 6" MIN. ANCHOR BOLT (TYP.) NOTE: FOOTING IS DESIGNED IN ACCORDANCE WITH LOCAL BUILDING CODES. RECOMMENDED REMAINDER FOOTING SIZE IS, BASED ON 1500 P.S.F. SOIL BEARING CAPACITY. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING CANOPY FOOTINGS AS REQUIRED AND FOR MATERIAL SPECIFIED. SOIL CONDITIONS WHICH ARE QUESTIONABLE SHALL BE BROUGHT TO THE ATTENTION OF THE 'OWNER AND ARNING C.S.I. FOOTING SIZE: 5'-0" LENGTH x 2'-0 WIDTH x 1'-6" DEPTH. 3" (TYP.). 1' 1'-6" 3" (TYP.). 4'-6" 5' 3 " (TYP.) SIDE VIEW_ NOTE: WHEN FASTENING ANCHOR BOLTS TO REBAR CAGE, USE A 8"/4 BOLT TEMPLATE FOR CORRECT SPACING AND POINT THE HOOKS ON THE ANCHOR BOLTS TOWARD THE OUTSIDE OF THE CAGE. 62 LL- J Q ta-, 3: J o Q L- o U z U".) o O � mLL Z a W In CL 0 Q o w J H i— 0 M r; U ao cry - f� f7 �ao o E,*n U m w 00 N Cw z o� w LL X 0 d 77 D r� L0 0 } m r 0') o w Z Y' Q U Lv a � ROGER W. GALLAGHER CIVIL ENGINEER FLORIDA # 44263 X x 5632 E. 1HORSES(1101 RD. in SCOTTSDALE,AZ 85253 N (<, 8x=-t� I I II o) X 09/05/03 LL- �ao This is the Deal of the engineer for Aming Industries who is od the engineer of record. W This drawing has been drawn under the guidance of S.E. Q �J Consultants. Inc. and has been rwiswed for compliance with LLj Z the st mdural correctness only. The scope of S.E. Q W 3 V Consultants. Inc.'s work does not exceed that of the J accompanying calculations. d LL- o 0 U- #3 HORIZONTAL TIES3" (TYP.) _) Q #3 HORIZONTAL: TIES g" ANCHOR �: -j BOLT a Q Li- (TYP.) 17 z U 0 8 4 �„ o i- 0 $ 3'0 U` Q Z —� -�---- 8» 4, CO Q N U) ( 12 ) #4 VERTICAL 4„ z Q TIES W/HOOKS 1 �» o AT TOP ANCHOR BOLT (TYP.) O6 # 4 VERTICAL TIES 0 w W/HOOKS ON TOP 4 3„ NOTE: TOP VIEW 4" (TYP.) ( 33) REBAR CAGES /ARE REQUIRED FOR 3„ 17 8„ 17„ THIS CANOPY. (TYP.) m 4' NOTE: cn WHEN FASTENING ANCHOR BOLTS TO w Z 8 TOP VIEW REBAR CAGE USE A 8" • FOR CORRECT /4 BOLT TEMPLATE T SPACING AND POINT FOOTING SIZE: THE HOOKS ON .:THE ANCHOR BOLTS 3'-0" 0 x 3'-3" DEPTH. TOWARD THE OUTSIDE OF THE CAGE. -Co NOTE: <DIn - FOOTINGS MUST BE DESIGNED IN ACCORDANCE to WITH LOCAL BUILDING CODES. �o RECOMMENDED FOOTING SIZES ARE BASED ON w 0 0 0 1500 P.S.F. MINIMUM SOIL BEARING CAPACITY. w T FOOTING SIZE: �u 1 4'-0" WIDTH x 4'-0" LENGTH x 2'-9" DEPTH. GENERAL CONTRACTOR IS RESPONSIBLE FOR Cz INSTALLING CANOPY FOOTINGS AS REQUIRED AND ANCHOR BOLT (TYP.) FOR MATERIAL AS SPECIFIED. SOIL CONDITIONS 6" MIN. w z Z i - . -WHICH ARE QUESTIONABLE SHALL. BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARNING 3" (TYP.) VERTICAL REBAR o 0 INDUSTRIES, INC. SEE TOP VIEW FOR DESCRIPTION. 12" ( 3) #3 TIES @ ANCHOR BOLT (TYP.) MAX. 2 1 /2 SPACING (TYP.) (3) #3, TIES 6 MIN. 2 3 3 _3 2 1 /2 SPACING 3" (TYP.) _` o I� TIES `�# 1 „ (3) #3 TIES @ W In 12 MAX. 12" MAX. SPACING 0 . SPACING Y I.i 0 3„ �- m 12" VERTICAL REAR „ �( m } w 2 —g MAX SEE TOP VIEW FOR 3 {TYP.) 2 —6900 i (TYP.) z W Q Y p DESCRIPTION. 3' _ Q o o i FOOTING ELEVATION 3" (TYP.) 3' -6" - - _ 42_0» SQ. (TYP.) ROGER 1`tVJ. GALLAGHER d f FOOTING ELEVATION CIVIL ENGINEER FLORIDA # 44263 N x I 5632 E. HORSESHOE RD. SG`JT(SDAI_E, AZ 35253OPTION 2 p � .j1: N OPTION >> �- o 3 X 10 - L�'o - 09/05/033 ao This is the seal of the engineer for Arcing m N . / Industries who is aQf the engineer of record. This drawing has bean drawn under the guidance of SZ < o \ i / Consultants. Inc. and has been reviewed for compliance with L;j z 0 v the structural correctness only. The scope of S.E. J W 3 U Constants, Inc.'e,work does not exceed that of the accompanying calculations. I n c ter i ur�rc �rnlrea A. Qualifications of Contractor: The eneraI Contractor and all Sub -Contractors shall be 1. Contractor shall field measure location prior to construction. Contractor to submit shop dwgs. of the Count and C ty f Florida, a well as the County and be insured to meet the requirements for, all built in millwork, to Architect / Owner prior to fabrication. ` B. Owner shall have the right of approval or rejection of all subcontractors prior to sicinin 2. Provide necessary wood blocking at all built-in locations shown. the contract. General �ontractoh shall submit a list of all proposed subs to the owner foo 3. Contractor shall notif�i this purpose. Architect of all telephone /electric and/or other conflicts with built in millwork prior Eo fabrication. C. e hael Conditions: Contractor b and througqh submission of his bid agqrees that he shall 4. Use only 3/4" or 5/8" 451b. industrials board or better URO. e helm responsible for Navin exmined the �fte. The location of a{(pi"o osed work y and for havnq satisfied himse# from his own personal knowied a and expperience or professional 5. All interiors of cabinets to be no less than 100-gram melamine. advice as to the character and location of the site the naturg of existih conditions, the „ location of existingutilities and other conditions surroundingqs and affectTngq the work, an 6. All wet area countertops and back splash underlayment to be 3/4 plywood. obstructions, and al other PpN{�sical characteristics of the a!%, in order that he/she mayy include 1. Hinges to be heavy duty, European style, 95 degree or better UN.O. in his/her rice all costs ert�iinin to the work and thereb rovide for the satisfact6ry 8, All doors and drawers shall have full extension self closing European slides, orequal. completion of any objects of ob9truction which may be en(guntered in doing the work g p D. All measurements and dimensions must be verified b the contractor in the field. The 13. File drawers shall have accrued, full extension slides (1500 cap.). dimensions shown are as accurate as the base build documents permit. discrepancies 10. Provide 1 1/2" scribe on cabinets abutting walls U.N.O.must be brought to the attention of the architect imm�diatel prioF to the cdfnmenceheat of 1f. All millwork shall - work DO NOT scale drawings - use dimensions only. Large kale drawings shall govern over small. - Be constructed in accordance with "premium grade" standards as defined by the E. General Contractor shall present the )b to the owner for acceptance, cleaned and read for occupant . Arl glass shall�e cleaned and polished, floors swept broom clean, Architectural woodworking Institute. carp is vacuumed, f�xtures washedand all labels remo ed. - Have plastic laminate applied to cabinet door faces with laminate backing sheet as F. The General Contractor shall furnish all labor, materials and a uvvent (unless noted otherwise) recommended by manufacturer URO. required for the completion of the job in accordance with t�9e drawings. -Have grommets furnished and installed per tenant request (allow) one per 6 LP. H. Ail reeqquirements, terms, definitions, and obli ations contained in AIA document A 201 "General Conditions of the Contract for CoNstruction" 1991 Edition are hereby included by of cabinet / counter tops. reference and made part of these Contract Documents. - Have finished edges on exposed surfaces. 1. Insurance: obtain insurance types and amounts as required by the owner and submit Certificates - Be free of defects - chipping, warping, cracking, distress, etc- that would result in an of Insurance to the owner. uneven or damaged surface. J. The Contractor shall indemnify the Owner and Architect and hold them harmless from any and all losses, costs and expenses, including fines and attorney's fees incurred In connection with the performance and construction of thisproject. K Where a conflict occurs between or within the referenced sta Bards, specs and dwgs, the more stringent or higher quality or greater quantity requirements shall be required I. Install building standard blinds at exterior windows. URO. L. Contractor shall perform all work in a workmanlike manner accordingq to accepted trade practices, in accordance with manufacturer's printed recommendations, the lo�aI Building Code, and the Milk TAKE PIMMOM OM ALL NOW LWW U LMiFOR MAMWA WAC, ELT local Building Officials. M. Contractor shall protect adjacent roppert from damage due to the construction process at all times and repair at no cost to the OwneryaN damae that does occur. 1. Provide all fixtures as specified in engineering fixture schedule. Notify Architect immediate) N. Quality Assurance if any items have been discontinued. g g y y 1. For the Fabrication and installation of all the v rious products and systems req. and specified 2. Contractor ma ro ose alternatives where specs are equal or better product. herein, use only personnel who are thoroughly trained and experi�Phced. yip p p eq 2. Gom�lU. with all pertinent codes and safety regulations. Where the provisions of pertinent 000rdeering or installs complete specifications to Architect /Owner For approval prior o es and Standards conflict with this Sp c., the more stringent requirements shall apply. 0. Contractor shall arrangqe for inspections and tests specified or required by the City/County 3. All water piping is to be copper. Building Dtartment cl shalt pay all fees and costs for the same. It shall Yae the Contractor's 4. Furnish and install all air chambers at each plumbing fixture. respon bill to secure and p Tor all permits and on completion of the work (prior to final ppa mentyl deliver to the owner a cettiffed Certificate of Occupancy from the City/County 5• Refer to engineers dwgs. for complete specs and fixture schedules. Buildin and Zoning Department.. 6. Where dissimilar metals are joined - approved insulating unions shall be used. P. Contractor shall ins ect the lob site and verifycI all information shown on the pplans as ex'tqq.� 1. PVC shall. not be used in return air plenums. Verify return air system prior to bid. before bid In Inglude in old price all ad usiments necessary for a complete worksnq db. Constant al completionsubmit a Construction is bid ule showing comm6ncement date and time To Q Verlfq all dimensions: actual, existingq�dimensions shall prevail. Should Contractor find an 1. All materials shall be new and shall bear underwriters label where applicable, discr ancies between the Plans aspecifications and actual or existing conditions, h 1 ed(ately notify the Architect, 2. All sht. mtuctwork shall conform to smacna standards. All ductwork sizes are net inside dim. shall ct. l d R Substitutions may be accepted b the Architect only when accompanied b the followin 3. Branch take -offs must be installed with approved adjustable airs lit dampers. p y y y p y g 4. Furnish and install temperature controls under this contract Incl. hum split controls when app. I. Completed "Substitution Request Form" t 2. Adjustment to Contract Cost and Contract Time Schedule. 5. Mount thermostats at 60" AFF U.N.O. 6. install fire dampers at all ducts penetrating fire rated roof and in all ceiling enetrations in 3. Availability of proposed substitution. p p g g p excess of 100 Sq. Indies. 4. Sho Drawings, brochures and/or catalogq cut sheets substaining "equal" quality and/or 1. Provide smoke detectors in both the supply and return ducts of ail A/C units exceeding 2000 perpformance to the Architects satisfacti?5ri. her S. Demolition: Contractor shall be, responsible for removing from the job site debris associated CFM(interlock with on -off controls). Ot wise provide fire stop. with the requirements of this contract. Any salva a value shall be reflected in the Bid Price. 8. All A/C supply duct, elbows must be furnished with approved turning vanes. Contractors are advised that there ma be unt, round for otherwise) concealed ppipe lines, 9. A/C unit return/supply shall be of I" rigid fiberglass cut and installed per manuf. instructions. electrical/terchctu�rate, a wires, columns, be footin, or other structural, mednanical, br electrical 10. Provide smoke detectors and remote switch per applicable code. Items. Alt hoe drawin s pproduced b the chitect and Engineers are believed to be p pp substantie the rchitect, Engq�in�ers, and Owner do nor guarantee the location or II. All flex ducts to be. class l insulated with spin in collars and volume dampers. existence d'r condition of an concealed items. Contractors must roceed with caution rnt 1Z. No combustibimaterials shall be allowed above ceilin in return air plenum systems. Burin demolition and constr coon and must make their own Bete (nation measurements and elev, g p y of th� workinq� condition of existingq concealed items. An uu environmentallyy sensitive materials 13. Provide condensater relief from air handler unit to existing building system. Insulate per code. encounterecl%urinq demolition shWbe immediately reported in writingq�tb the Owner and these Provide auxiliary drain to nearest sink location stub and cap at ceiling line. Provide materials shall be disposed of in accordance with State and Federal -Regulations. escutcheon plate to finish T. Provide standard one year cluarantee for all materials and workmankhip Guarantee eriod shall 14. A/C Contractor to verify existing slab prior to anchoring AHUhwt pump, etc_ Coordinate commence on the date i5f fin( acceptance by the owner. At the end of the work, th� final anchoring) details with architect. Contractor shall Furnish the owner with all written a uipment/fixture uarantees and/or warranties furnished bt the manufacturer and all operation, maintenance and repair manuals supplied 15. All fresh and exnlust air ductwork to be galvanized metal routed to existing building system by the manufacturer for all equipment/Mures. or roof via gooseneck and cap. Provide fire dampers as required by code. 16. Contractor to verify working conditions of any existing equipment being reused. Report U. Product delivery, storage, and handling any problems tr architect prior to submitting proposal. I. Deliver materials to the ..fiob site in manufacturer's original uno unopenedpackagingwith seals t. and Identification marks( p 11. Existing a ui tr�n to be reused shall be serviced to original specifications, and included ntact.g q I� <-- 2. Use all means necessa to rotect materials before, Burin and after installation, and to as part of the ,:-oposal All equipment listed for reuse, wFiere upon inspection is deemed p unusable r�ouicl be brought to the Architect's attention, in writing, prior to bid. protect the installed i�ork and materials of all other trade g 3. Store materials off ground and under cover. 4. In the event of damage, immediately make all r airs and replacements necessary to the approval of the Ard�ttect and at no additionapcost to the owner. 5. Store materials in a safe and approved location. Comp( with all re ulations overninq the neighborhood as to minimize interruptions and / or int rfrence with ny of th�surrounLl(fg operations. 1. Electricai Contractor shall be fully cognizant of the latest edition of the SF C and the NPrC and all local codes, ordinances and authorities having jurisdiction, v. Submittals and perform all work in accordance with the intent and requirements of these codes, 1. Contractor shall review and approve all Shop Drawings, Product Data, and Samples prior ordinances and authorities. to submission to the Architect. 2 verify service characteristics, locations, and connections with electric utility Co. Z. Architect shall review Submittals for general conformance to the requirements of the Drawings Perform all work related to service in accordance with Utility Co. standards and Specs. and his na provaI shall notwaive ann( requirements of the Contract Documents nor authorize any changes in the Contract Pric and requirements. q . 3. Submit three prints to the Architect for shop review. Shopp Drawfngs 3. Install conduit pull wire, and make physical connection for all HVAC equipment and and manufacturer's cut sheets shall be re uTed for the followin items: q controls as directed by HVAC contractor. Control wiring shall be in separate miscellaneous metal Fabrications cabinets, counters and mfllworK door frames, conduit from power wiring. finish hardware, storefronts stem glazing, ceiling the and suspension system, toilet partitions, toilet acces1orfes. 4. All copper wire, type THHN/THWN, all wiring in concrete slabs or underground shall W. Surface Conditions be installed 1n HDG rigid steel bitumatic coated, or schedule 40 PVC conduit. I. Carefull inspect the installed Items of other trades and verify that these items are complete 5. All raceways shall have equipment grounding conductor per NEC -current code- Wiring to the �MnC where new installation may properly commence. above grade and within building may be EMT, electro-galvanized. 2. Verif that these items specified can be fabricated and installed 1n accordance with all . Type AC cable may be used for whips to lighting fixtures and drops perR6 ent codes and relations, the original design, and the referenced standards, down walls to receptacles. 3. In the event or any discrepancy or unsatisfactory conditions, immediately notify the Architect. 1. Install one'2" empty conduit from telephone backboard to telephone cabinet 4. Do not proceed with installation in areas of discrepancy until all such discrepancies and unsatisfactory conditions have been fully resolved. to provide 'access from one area to another. Coordinate location of conduit, so that all wiring shall be installed concealed. X. Installation 8. Properly align and level panels. Install type written directories inside cover Manufacturer's recommendations, andapproved Submittals. I. Fabricate and install all items specified in accordance with accepted standard practices, doors of each panel clearly identifying each circuit in panel . Y. Tests 9. Use pull, boxes, splice boxes, wireways, gutters where required or needed to I. Upon completion of the items specified, and prior to acceptance the owner, make all supplement raceway systems. Rafntight where exposed to weather. required tests and secure all required approvals from agencies hang jurisdiction. 10. Grounding shall conform to NEC. Bond all metal parts. Ground rod shall be 2. Test and inspect each component for proper alignment and operations, copper and clad steel, minimum 6-0" buried, connected to the buildings structural p1R..�r1'ta:CUIRei hri OMS steel and metallic water piping .system, or per applicable code. 11. All wiring devices shall be specification grade. Color and design of devices 2 Conceal all fastenings and attachments from view. 2. All interior partitions are indicated on the plans as 5" the true dimension of a typical interior and plates as directed by owner or his representative. Submit complete device partition wall Is 4 5/V and 1-hour fire rated partition wall is 4 1/8" wide. lists for approval at beginning of job and before ordering any equipment, devices, etc. 3. All door frames to be located 4" from adjacent partition, (typ) URO. 12. Where switches and receptacles are located side -by -side, they shall be installed 4. Align all interior windows with top of doors in multi gang boxes with multi gang cover plates, custom made if necessary. 5. Accessible rest rooms shall conform to the Florida Accessibilit Code, latest edition. = y 13. Deliver six catalog cuts of all lighting fixtures, wiring devices, panels 6. Public rest rooms shall have floors and walls of impervious materials to a height of 60" AFF. 1. All wood in contact with masonry shall be pressure treated. distribution equipment, ect. to owner's representative for approval before ordering. S.. Coordinate all wall widths with door jamb sizes. 14. Verify existing characteristics of all equipment before connecting to curciut. 13. All dimensions are taken from unfinished CMU walls (where applicable) Inspect job site and verify all existing conditions before submission of bid. Advise Architect / Engineer of all conflicts before submission of bid I. Consult with finish schedule for materials and finishes to be installed. Prepare all surfaces 15. Coordinate work with work of other trades to avoid all conflicts. in accordance with the manufacturers recommendations. It is the intent of these drawings and specifications to nail for a complete 2. All outside corners of partitions shall have corner beads installed. job, everything connected, ready for use. 3. Provide waterproof drywall in all toilet rooms. 16. Outlet locations shown on drawings are diagrammatic only. Exact locations 4. Patch and repair an yy existingq finishes to be reused including doors/frames, hardware, shall be directed by architect and/or owner to best suit final telling finishes and iifaterials-Tor new appearance. construction documents. 5. Prepare walls to receive paint and or wall coveringq as specified in finish schedule. 11. Maintain. color coding for different voltage systems thruoghout project on a Painted surfaces shall receive one primer coat tin%d ode shade lighter than phase basis. the finished color specified. (o. Notify Architect / Owner of a damage to existing surfaces that will result in an uneven or unacceptable substrate for finish Once Contractor has finished the surface - he/she has assumed responsibility for clean, smooth, unblemished finish and will be required to repair or replace damaged or marred surfaces. 1. Provide vinyl transition. strip between vinyl tile and carpet. Contractor shall seal all exposed concrete floors. Contractor to leave floors clean and smooth for carpet / the install 8. Caulk all storefronts and windows prior to painting. 9. Install same flooring as adjacent area in all closets U.N.O. 10. All carpet shall be from the same dye lot when installed in continuos areas. 11. Painted walls shall receive one coat of primer and two coats of flat latex finish All doors and frames to receive semi -gloss U.N.O. FOE QW,4RVW 1. in commercial offices provide one 5 lb,, 2A ul rated ABC t per fire extin uisher for ea. 2500 sf. Exact location and quantity required shall be approved b� the fire department inspector. GENERAL CONSTR"CTiON NOTES SCALE: N.T5, H /A- UJ 5 H F C L- T:��r JURISDICTION: ORANGE COUNTY BUiLDING-c DEPARTMENT 201 S. ROSAL IND A')t"ENUE PROJECT MANAGER. ANDREW C. SHUMWAY ORLANDO, FLORiU,` 32802 -1392425 EGxMONT KEY WAY3 ORLANDO, PLORIDA 32628 (401) 83&-5623 phone: (954) 818-0153 CODE REFERENCE: FBC 2001 EDITION ARCHITECT: MiCHAEL GLE15ER AND ASSOCIATES, P.A. CONSTRUCTION TYPE: UNPROTECTED - TYPE iV ARCHITECTURE, INTERIORS, PLANNING HAZARD CONTENT: ORDINARY 916 NE 20TH AVENUE FORT LAUDERDALE, FLORIDA 33304 SPREAD FOOTING; REINFORCED CBS STRUCTURE EXT. WALLS phone: (954) 523-4450 UJ/ METAL BAR JOIST ROOF TENANT SEPARATION REQUIRED: NIA MECHANICAL MICHAEL GxLEBER AND ASSOCIATES, P.A. SPRiNKLERS NO ELECTRICAL ARCHITECTURE, INTERIORS, PLANNING PLUMING 918 NE 20TH AVENUE OCCUPANCY: B - k3U51NE55 FORT LAUDERDALE, FLORIDA 33304 phone: (954) 523-4450 TYPE CONSTRUCTION: TYPE IV CONSTRUCTION UNPROTECTED, UNSPRINKLERED BUILDING AREA: EQUIPMENT/OFFICE- OFF ICE/SUPPORT: 23"1s f EQUIPMENT ROOM: 551sf **SUBTOTAL: 15asf �-- VAC. STORAGE: i00ef TOTAL ENCLOSED AREA: (GROSS) gggsf CANOPY AREA: AUTO WASH BATS: 1156sf SELF-SERVICE BAYS: 2500sf VACUUM CANOPY- (INCLUDES VAC STORAGE) le3rosf CANOPY 'a MARQUE AND ALCOVE 1025f TOTAL COVERED AREA: 5694s1' TOTAL COVERED/ENCLOSED AREA: 6482sf ACTUAL NUMBER OF STORIES: i ACTUAL BUILDING HEiGHT: MEAN HT OF ROOF HT OF f=ARAPET N/A FINISHED FLOOR ELEVATION: 05.5 FEET TOTAL BUILDING AREA:. 838 S.F. ■ NEW CONSTRUCTION D EXISTING BUILDING LARGEST AREA - ONE FLOOR, 121 S.F. 1_iZONING PATA, SCALE: NTS STRUCTURAL: IRVING E. ABCUG 4 ASSOCIATES ENGINEERED SYSTEMS CONSULTANTS 1191 BLOUNT RID, SUITE 906 POMPANO BEACH, FL 33069 phone: (954) 984-4646 CIVIL ENGINEER: PECHT EVANS ENGINEERING, INC. 501 EAST JACKSON STREET SUITE 0202 ORLANDO FL, 32801-2031 phone. (401) 422-1515 SURVEYOR: HOLLIS ENGINEERING, INC. 605 E. R05IN80N STREET SUITE 450 ORLANDO, FL. 32801-2031 phone: (401) 422-1118 EQUIPMENT SUPPLIER: JIM COLEMAN COMPANY CARWASH SYSTEMS 5842 W. 34 STREET HOUSTON, TEXAS 11092 phone: (113) 663-9818 1-800-999-9818 SIGN MANUFACTURE: KEN'S SIGNS 2100 S. POWELL STREET SPRINGDALE, ARKANSAS 12164 phone. (419) 156-1010 1-800-809-1810 UTILITY COMPANIES: WATER: ORLANDO COUNTY PUBLIC UTILITI SEWER: ORANGE COUNTY PUBLIC UTILITIES TELEPHONE: BELL SOUTH ELECTRIC-. FLORIDA POWER CORPORATION PROJECT iNPORMATiON l SCALE: NTS Michael Gleber & Associates, P.A. Architecture, Interiors, Planning 918 NE 20th Avenue Ft. Lauderdale, FL 33304 f 954 523-4450 FL License AR 0013490 ! NCARB No: 39794 O 2003 Michael Gleber i£ Associates. PA The professional services of the designer a and/or Architect are undertaken for and are Performed in the interest of the project owner. ! No contractual obligation is assumed by the designer and / or the Architect for the benefit J ) of any other entity involved in this project Existing conditions: The designer and / or I Architect disclaims any responsibility for the hq/ f existing building structure, site conditions, lX.�) existing construction elements, or any other t documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the . 0 architect's seal. �\ This drawing has been prepared by the Architect, or under the Architect's direct 'r supervision. This drawing is provided as an �i instrument of services by the Designer / k+➢ Architect and is intended for the use on this ry project only. Pursuant to the Architectural - ✓ Works Copyrighted Protection Act of 1990, all Ali oa/5 Drawings, Specifications, Ideas, and Designs, including the overall form, arrangement and composition of the spaces and elements appearing herein, constitute the original, Copyrighted work of the Architect. Not for construction unless all ���applicable ... DDD pp permits are j� � obtained. Any reproduction, use, or disclosure of Information contained herein without the prior written consent of the Architects is strictly prohibited. (C) Copyright 2003 by Michael Gleber and Associates PA all 80� tiJ ~ ~ m to W w 4 .�.r i O 0. s SECTION: EXTERIOR ELEVATION - SECTION SECTION LETTER ELEVATION LETTER (34 SWEET NUMBER 3 SHEET NUMR BE I 0) DETAIL: i INTERIOR ELEVATION: CIS 3 DETAIL NUMBER v A-4 SHEET NUMBER 4 A 3 2 SWEET NUMBER L 3 ELEV. NUM tin // ♦� ® Q DOOR NUMBER tm I ROOM NM-SER a _ V Z i1 WINDOW TYPE O PLUMBiNCs 0 ® EQUIPMENT NUMBER FIXTURE TYPE 4. NUM a o 0 PARTITION NUMBER a. m SHEET LAYOUT DESIGNATION: LM O viEw NUMBER ELEVATION TAG CLM Al SWEET NUMBER cc MXn==rm" NORTH DESIGNATION . (T GR 41=441C SCALE 12 4o ml. 5 ROOF SLOPE INDICATION Ci4ANGE IN ELEVATION ARCHITECTURAL S`I'i' 5QL S s SCALE: N'f 5 DATE: " DESCRIPTION " DESCRIPTION CS -I COVER SWEET A-3 ELEVATIONS /5\ DATE: . CI CBMPOSITE SITE PLAN A-4 DETAILS, SCHEDULES C2 SITE PLAN ------ A-5 REFLECTMG In -AN, CEILAN, ROOF PLAN, DETAILS DATE: C3 PROPOSED SURVEY _ E-I ELECTRICAL POWER PLAN, SERVICE RISER, NOTES 04 GRADWs PLAN E-2 ELECTRICAL LIGMING PLANA� Cb UTILITY PLAN P-1 PLUMBMG PLAN, RISERS, 9QJIPMENT PLAN DATE: C&P PAVING PLAN P-2 PLUMBING RISERS, NOTES AND DETAILS C1 LANDSCAPE PLAN A DATE: ES CS DETAIL SWEET 09 DETAIL SWEET-2 zj� , ---- -- ----- - ----------- DATE: 81 FOUNDATION PLAN, DETAILS Y- . -- ---- -- --- REVISIONS: 62 ROOF FRAMING PLAN, DETAILS 83 DETAILS, 6041EpULES A-1 PLOOR PLAN, NoTEB, SC*EDULEB RELEASED FOR: PERMIT A-2 L-DATE: 07/24/03 SCALE PLAN�VETAIL PROJECT: HBC-030-03 SKzNED: MiCHA I_ ARL GLEBER, ARCHITECT FLOR10A KGrlsa RATI NO. 00134W EXPIRES: 02/28/05 C S NCARB CERTIFICATION O: 3S1S4 A DATE: 014/24/03 iNDEX OF PRAWING6 1 of 22 SCALE: NTS -- NEW MASONRY BLOCK CONSTRUCTION W/ 9 GA. — LADDER TYPE HORIZONTAL REINFORCING g 16" O.C. (EVERY OTHER COURSE) 4 05 9 4'-0" D.G. MAX. TYP. THROUGHOUT 4 AT ENDS 4 EA SIDE OF ALL OPENINGS IN WALL. FILL CELL FROM FOOTING TO UPPER TIE BEAM W/ 3000 PSI CONC. 4 1-10' - HOOK a EA. END. PROVIDE 30" LAP MN. 5/8" — STUCCO FINISH EXTERIOR SEE BUILDING SECTIONS ELSEWHERE - - SELF SERVE WASH AUTO WASH _ EQUIi�I'1ENT ROOM _ SAY 01 BAY M 4" 3000 PSI MONOLITHIC FIBER( tESH SLAB W/ (,MIL VAPOR BARRIER ON WELL COMPACTED, TERMITE TREATED FILL W/ _ 2'4" CONTINUOUS THICKENED EDGE FOOTING - S-I W/ THREE 05 BARS CONTINUOUS W/ ONE 15 BAR - CRO B R a 3' 0-9-2 — -- n 2 nil 30" EQUIPMENT ROOM FOUNDATION DETAIL SCALE: 1" = P-0'' 24'-II 1/4" _ NEW MASONRY BLOCK CONSTRUCTION W/ 9 GA. - - - LADDER TYPE HORIZONTAL REINFORCING ID 16" _ O.C. (EVERY OTHER COURSE) 4 0519 4'-0" O.C. -- - - MAX, TYP. THROUGHOUT 4 AT ENDS 4 EA. SIDE OF — _ ALL OPENINGS IN WALL. FILL CELL FROM FOOTING TO UPPER TIE BEAM W/ 3000 P51 CONC. 4 1-10' HOOK 10 EA. END, PROVIDE 30" LAP MIN. 5/5" - -- STUCCO FINISH EXTERIOR SEE BUILDING — SECTIONS ELSEWHERE — - -_- -_ SELF SERVE WASH SELF SERVE WASH — BAY ,04 _ — SELF SERVE WASH BAY 03 = 4" 3000 PSI MONOLITHIC FI5ERME5H SLAB W/ BAY 15 6 MIL VAPOR BARRIER ON _ -- WELL COMPACTED, TERMITE TREATED FILL W/ _ -- 2'4" CONTINUOUS THICKENED EDGE FOOTING W/ THREE "5 BARS CONTINUOUS W/ ONE 05 BAR — — 6-1 F-1 CRO55 BAR to Y O.C. — S-I ° c 5ELF 5ERVE WA5H 5AY5 FOUNDATION DETAIL 6'-0" 9'-0" 6'-0" 23'-9" 6'-0"_ 8'-6" 6'-0" 23'-9" --- —O --- g �O --- - G -(d - _ - {/ d F-2 F-2 F-2 5-1 F-2 ZI1 F-2 F-2 n 21411 13'-0" 21-611 Z, _ 45 11 1/2 _ _ Z ..�T� LL V � - ----- JF-) 5-2 r r, F-2 F-2 0 F-2 6-1 ------------------------------------------------cn—------------------------------------------------------------------------ ------------- ------- U 14'-11 3/4" NO A HOLD HAS BEEN PLACED ON THE CERTIFICATE OF OCCUPANCY (C.O.) FOR THIS PERMIT UNTIL A FINAL FIRE INSPECTION FROM THE OFFICE ON THE FORE MARSHALL j HA5 BEEN CONDUCTED AND APPROVED. PLEASE CALL 1.40-1.836.0010 TO SCHEDULE A FIRE INSPECTION ,,.48 HOUR NOTICE 15 REQUIRED TO SCHEDULE AN INSPECTION-777— \\ ­777777 `\\ 77 \ 7777 —--------------1 I I i I ! 6r I S-I I — I 2i-6 13'-2° 2 -6 13'-2" 2 4---------------------- .------------, I NOW I I , I I ` ' F-I -- al N _ I F-1 s 21_6" 2'-6" 2'-6" 2'-6" 1I 2 -6 2 -6 " 13'-611 12-1 J ' 16'-7" 14'-5" 13'-i" 13'-61 13'-6" _ — - 1 O Z - i I --------------- --------------.---- --1 ----------------- -------------__--- - 11' ® _Ifs------- --�—--------------------- — --- -- \ w U ua 6 S-1 S-1 S-1 5-I S-1 S-1 is L®.®i®: i111® F-I x `\ F-1 - 4 = q ► _ 4 ,-fif ® 11 ,Cq 6i tosi cn F-2 S.TD _ F-2 _ - - _ - _ - 1 S.TD. - S.TD. - = S.TD = S.TD. - S.TD. = S.TD. - S.TD. C1 -Q__ u h _ - - 5-1 _ - O O ' fJ f - iii Z 0 - 1 4 S-I = 5-1 = 4 S-1 4 S-1 A ;= 01 mi - L `-/__r_.__^f- .(•! �r l- - - F -1 ' F-I -`--(-, F1 F-F-I - Y/ - ----------------------------- L — — — — 6-1 5 S-I is i _ L — — — — — — — — — — ----------------------------J Is I I I NO �® BROOM FIN15H CONCRETE SLABS IN ALL WASH BAYS I- TO THE CENTER OF THE BAY PIT FROM ALL 51DE5 8-1 \ TYPICAL THRU-OUT I I 0 I I - 96'-1" N i 33'-2" i _ 10'-S" I 1- I I I_0u I I I I I I I I I I I I I I I I L-----------------------------------------J in 14V-11" SMOOTH TRAWLED FIN16H Michael Gleber & 6" FIBERMESH SLAB W/ Associates, P.A. 105 REBAR CONTINUOUS Architecture, Interiors, Planning IN 12"XI2" FOOTER 2" 5LOPE = 918 NE 20th Avenue Ft. Lauderdale, FL 33304 ° 954 523-4450 FL License AR 0013490 NCARB No:39794 ,71 15 REBAR CON I INOUS \,<j j`<, 2003 %\✓\� `��,•�\�,:\ \ e j\,�;•/� �..`;>, ��`>� Michael Gleber &Associates. PA. ;VAPOR BARRIER THRU OUT// /\\/ j /,\j j\\,, \ /,\, / /j\j, �.\�\ j j \j• .\\ \ • \ \ • The professional services of the designer / % /i -/ \/ ;/ i '/,'1-(0 ; ; /i . /),6 / •/\/ �// ,:i' : % //��/ ;� ; %%'' // and/or Architect are undertaken for and are ,\ . ��`T.\` � .' \\ �- - \/ � \`•�. � �performed in the interest of the project owner. No contractual obligation is assumed by the / 'X \�\ ;i/ ;>/\\� / designer and / or the Architect for the benefit / �/ /� /�/ /v//, `jam//� / /y /. of any other entity involved in this protect. Existing conditions: The designer and / or ,\ \ \ Architect disclaims any responsibility for the � existing building structure, site conditions, ` existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the architect's seal. This drawing has been prepared lay the 1 H I CHENE D EDGE 5L A5 DETAIL instrument or under the Architects direct supervision. This drawing is provided as an instrumee nt of services by the Designer / Architect and is intended for the use on this SCALE: P = 1' - O ° project only. Pursuant to the Architectural Works Copyrighted Protection Act of 1990, all Drawings, Specifications, Ideas, and Designs, NEW MASONRY BLOCK CONSTRUCTION W/ 9 GA including the f the spacforn%es elements and LADDER TYPE HORIZONTAL REINFORCING a 16" composition of the spaces and elements appearing herein, constitute the original, O.C. (EVERY OTHER COURSE) 4 05 to 4'-0" O.C. copyrighted work of the Architect Not for 5/8" STUCCO - — MAX. TYP. THROUGHOUT 4 AT ENDS 4 EA SIDE OF construction unless all applicable permits are ALL OPENINGS 1N WALLFILL CELL FROM FOOTING obtained. Any reproduction, use, or disclosure of . OVER CMU information contained herein without the prior TO UPPER TIE BEAM W/ 3000 PSI CONC. 4 1-10' written consent of the Architects is strictly HOOK m EA. END. PROVIDE 30" LAP MIN. 5/8" prohibited. (C) Copyright 2003 by Michael STUCCO FINISH EXTERIOR. SEE BUILDING Gleber and Associates PA SECTIONS ELSEWHERE 1/2" G.W.B. ATTACHED TO 3/4" FURRING STRIPS — — WITH R-42 INSULATION MINIMUM - -- 4" 3000 PSI MONOLITHIC FIBERMESH SLAB W/ 6 MIL VAPOR BARRIER ON C� WELL COMPACTED, TEf�t'9ITE TREATED FILL W/ — 2'-6" CONTINUOUS THICKENED EDGE FOOTING W/ THREE '!'S BARS CONTINUOUS W/ ONE I BAR CROSS BAR e V O.C. X - -^ - --=- I L a GRADE j \/ V/V� z U. �//,'jvj //� \�. �� � .v.� V., � v ,y�, �,,,.� �., � �.•� j, � �\OVA j F-1 F OTER DETAIL SCALE. 1 - 1 D e ' COLUMN C-2 TS 4" X 4" X 1/4" A500 CONCRETE FILLED STEEL COLUMN WITH 8" X 8" X 3/4, STEEL BOTTOM PLATES AND 8" X 8" X 3/4" STEEL TOP PLATES. 2-HR. FIRE RE516TANCE UL D DESIGN NO. X526 (OR EQUAL) ANCHORS o 3/4"X8" E! , ED F-2 - 12" X 12" X 24" DEEP 2" CLEAR FROM p P . CONCRETE FOOTING WITH (6) 05 EACH CORNER REBARS BOTH WAYS TOP AND BOTTOM. TYPICAL 70P BOTTOM o FUTURE SLAB FINISH FLOOR. ------ ----- ---- -- 0 ORE k � P e • •a Q v.' • F • a v D 4 • r j\' / x' 'X \/ j\i _ n i D' Q� 0 9 ., a o• a 1=-2 FOOTEIR DETAIL SCALE: I" = 1'-0" I1J a Z U W O fr n. zi� DATE: A DATE: zi� DATE: zi� DATE: A, ca LM LW cc Cis (0 O _0 QM%. 4v) ♦40n i CO REVISIONS: RELEASED FOR: PERMIT DATE: 07/24/03 PROJECT. HBC-030-03 11 OF 22 5UILDING FOUNDATION PLAN SCALE: 1/0" = I'-0" I. CONTRACTOR SHALL PURCHASE NRCA ROOFING AND WATERPROOFING MANUAL 1 S�' BASE SHEET, 2 LAYERS HOT MMOPPOPPED FIGERGLASS AND SMACNA ARCHITECTURAL MANUAL, AND/OR BE FAMILIAR WITH AND FOLLOW PLY-4 4 1 LAYER GAF RUBEROID 110 THE DETAILS AND RECOMMENDATIONS. 655 MODIFIED BITUMEN MEMBRANE PER MNFG. RECOMMENDATION 2. CONTRACTOR SHALL VERIFY THAT DETAILS COMPLY WITH ROOFING MFG.. 26 GAUGE G <AL PRE-FINISHE WHITE GALY. DRIP EDGE. DETAILS AND RECOMMENDATIONS. CONTRACTOR SHALL SUBMIT LETTER TO ARCHITECT FROM ROOFING MNFR. CONFIRMING THEIR REVIEW AND VERIFYING COMPLIANCE OF DETAILS WHERE DETAILS DO NOT COMPLY WITH MNFR REQUIREMENTS. CONTRACTOR SHALL SUBMIT ALTERNATE DETAILS - APPROVED BY ROOFING MNFCG. • T_ 3. UNLE55 OTHERWISE NOTED ALL AREAS OF ROOF SHALL HAVE iV 1 i i I • 1 1/4" PER FOOT SLOPE. 4. ALL ROOFING ACCESSORIES SHALL BE APPROVED BY ROOF MNEG. 5. ALL EXPANSION AND ANCHOR BOLTS SHOWN SHALL BE 3/5" AT 3" O.C. ro .. UNLESS NOTED OTHERWISE. 55-1 fo. BOTTOM TWO WD. BASE PLATES SHALL 5E BOLTED TO STRUCTURE. ALL OTHER j WD. PLATES, CANTS, AND COMPONENTS SHALL BE BOLTED TOGETHER WITH 3/0 6 COUNTER SUNK LAG BOLTS WITH WASHERS. LAG BOLTS SHALL BE AT 30" �: - '_ ----_-- O.C., LENGTH AS REQUIRED FOR MAXIMUM POSSIBLE PENETRATION. -1. ALL PENETRATIONS IN MTL. DECK SHALL BE REINFORCED WITH STL. MEMBERS SPANNING TO ADJACENT JOISTS. 4 1@ 5/8 X 6" — ��- j 4 X 4 X I/4 X LONG EMBED EPDXY ANCHORS STEEL SEATT ANGLE TYPICAL FOR ALL WELD TO EACH SIDE a. THE BOTTOM HEM OF ALL MTL. FLASHING AND FLASHING COMPONENTS BOLT ANCHORS ABOVE OF WEB. SHALL BE SECURED WITH 2" WIDE, 12 GA. MTL. CLIPS AT 30" O.G. EXCEPT s WHERE A CONTINUOUS EDGE CLIP 15 SPECIFICALLY REQUIRED. Ji V_ GENEIRAL ROOFING NOTES 2 STEAL 5E M CONNECTION STEEL COLUMN/BEAM nETAIL SCALE. I I O SCALE: I" = 1'-0" SCALE. 1 = I -C r *T/ 5EAM-L3 +14'4" Ate. t/ BEAM-L3 +14'-0" Ate. 0 Q POUR CELL 1 CONTINUO 45 REBAR 9 JOIST CONNEGTIO 4X4X1/4X1511LON6 STEEL SEAT ANGLE WELD TO EACH SIDE OF IUEB. .4 JOIST HANGER DETAIL SCALE: I" = 1'-0" +Y-t N � sum 3 a r __: _ ____ __ _ _____—--------___ — "C-2 _ -- __--_ --- -_- --- ..C-2 .. _ =-- ----- --T ..C-2 C-2.. tzj.�= II III II II it II it II II � II (I 11 II II II II II II II LI II II II II II II II II it "��P311 = -------------------- - - ------------------ ---------------------------------------------------------- II II II� _ II ,I64 NG LE II II I! it II II II II II II TOP # BOTT 0 .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. I.I. 14'-6" 29'-9" - 15'-0" 8" — -- --- — -- 105'-4" - — - — T F -_ �Ib 43 33'-10" `ftw 20'-0" NOTE: ALL S" X 5" X 16" LINTEL BLOCKS ARE TO RECEIVE (2) *S REBARS TYPICAL THRU-OUT BUILDING STUCCO OR EXP. AGGREGATE SLOPE I,, CORNER BEAD (TYP.) Michael Gleber & �— AT ALL OUT CORNERS Associates, P.A. Architecture, Interiors, Planning STUCCO STOP 918 NE 20th Avenue, LINTEL - BLOCK - SEALANT Ft. Lauderdale, FL 33304 PARAPET -- - SEAL TOP OF FLASHING 954 523-4450 W/ FABRIC AND MASTIC ANCHOR BAR FASTENED FL License AR 0013490 - TO WALL tv 8" D.C. NCARB No: 39794 DECORATIVE: - REMOVABLE MTL. O 2003 FOAM COUNTER FLASHING Michael Gleber & Associates. PA ATTACH FLASHING PER. MFG- 4" P.T. CANT The professional services of the designer RECOMMENDATION and/or Architect are undertaken for and are INSULATION performed in the interest of the project owner. — 1/2" FIBERBOARD No contractual obligation is assumed by the designer and / or the Architect for the benefit MID. BIT. ROOFING of any other entity involved in this project Existing conditions: The designer and / or SYSTEM Architect disclaims any responsibility for the _ existing building structure, she conditions, MINIMUM = existing construction elements, or any other $/S" STUCCO — documents, drawings, or other Instruments — — related to or intended to be used for any part TYPICAL or parts of the project, which do not bear the THRU-OUT architect's seal. This drawing has been prepared by the Architect, or under the Architects direct supervision. This drawing is provided as an instrument of services by the Designer / Architect and is intended for the use on this project only. Pursuant to the Architectural 316" EXPANSION 5OLT m Works Copyrighted Protection Act of 1990, all Drawings, Specifications, Ideas, and Designs, 36" O.C. 3" PENETRATION. including the overall form, arrangement and AT MASONRY CONDITION composition of the spaces and elements CELLS SHALL BE CONC_ appearing herein, constitute the original, copyrighted work of the Architect Not for FILLED OR USE HILTI C-20 construction unless all applicable permits are SYSTEM. obtained. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architects is strictly prohibited. (C) Copyright 2003 by Michael AAPET ]DETAIL PARAPET Gleber and Associates PA SCALE: NOTE. ELEVATION OF STUCCO SCUPPERS SHALL BE SLOPE 1" UNIFORM THRU-OUT CORNER BEAD ITYPJ w w - _ (L 0 8 s A WININA p0� -�- _ CIA 0I� 6IM II II II II 11 II II II II 16B ID, -Ar-.E II II ll 11WWW II II b3 II II II it II II II II • - _ 32'-6° - _ -_ __ _- _____ — _-_ __ _— __ - - II II lip o II II II II II II II II II IIROOF2 CK it II II II II II II II II II II II II II II F- ATTAC D II II I .. ------II p Q�-fL- -- s�-- �I.I. 61� II I I II II II II, 64IlTEKpG WSII' = II II °U---- I.. � II -�--------------�1-.I'. �.I..I... EVENLY„aNGLE--- -J-�.. ------------I.I.. ------------�..�.. ----U---- ------ ---- ----------- ------------ ------------ ------------�1..�1.. ------------1I..�.I. ------------�.. -- ----- - I4 II II II II .... .. JAON�1D-5T3S� _ II L!3 II 11 11 I! II II 11 II II Il IITHf;W-OUT II II II II II II II II II Il II II II II II i— .. ,n w ROOF .. 0m iI3 � f, w `J 33'-2" II i II p l)j lu BUJ M =D DI3 ro STUCCO EXTLNDED CAP AT SCUPPER 0 'T 9 SET APRON IN MAS SCUPP R- > NAIL TO BLOCKING 2 PLY FELT —� ENVELOPE DRIP AT ESOTTC?f CONT. CLAP STUCCO STOP /_6 p 4 SEALANT (TYP. AT PERIMETER) all CMU WITH FILLED CELLS SCUfi- FEIR DETAIL SCALE: N.T.S. — STUCCO STOP — SEALANT — 5EAL TOP Or - FLASHING W/ FABRIC AND MASTIC — 2 PLY FELT STRIPPING: SET I — ROOFING 'ITCHNJEE IED BITIMENT SYSTEM I LM f f1I ai INSULATION 1/2" Z 100010 00 FIBERBOARD U w W ii 3 0- 0- MC0 '! ad W i. Q� Q) cc NOTE. PIPE OR CONDUIT SHALL BE FASTENED AND SUPPORTED BELOW = ROOF DECK AND SHALL NOT BEAR ON ROOFING OF FLASHING I- na COLLAR 4" MAX. O.D. PIPE OR CONDUIT PIPE BOOT SPUN ALUM. FLASHING MASTIC DATE: STRIPPING FELTS SET IN ROOFING: PITCH 5 DATE: — SET FLANGE IN MASTIC MODIFIED BITIMENT ROOFING SYSTEM DATE: INSULATION 1/2" FIBERBOARD DATE: n ROOF DECK 1 FELT ENVELOPE OR MTL. PITCH DAM NOTE. PROVIDE THIS DETAIL 16" SQ. 12 GA. SHT. MTL. AT ALL PIPE OR CONDUIT COLLAR, FIT TIGHT TO PIPE PENETRATIONS 4" MAX. O.D. OR SMALLER 5UILDING FOUNDATION FLAN FIFE OR CONDUIT I=LA6H NG SCALE: N.T.S. �! _ 0 DATE: REVISIONS: RELEASED FOR: PERMIT DATE: 07/24/03 PROJECT. HBC-030-03 Si2 12 4F 22 r I LINTEL BEAM ABOVE STRUCTURAL GENERAL NOTES CONCRETE AND MASONRY NOTES 1.1 THE CONTRACTOR WALL FAMILIARIZE HIMSELF WITH THE EXISTING FIELD CONDITIONS BEFORE 5.1 CODE FOR MASONRY CONSTRUCTION:" NATIONAL CONCRETE MASONRY ASSOCIATION SUBMITTING A BID TO THE OWNER / GOLUM 5GHEDUL 52 CONCRETE MASONRY UNITS: THE QUALITY STANDARDS FOR THE UNITS $HALL CONFORM TO THE Y 12 LOCATIONS AND COORDNATICN OF EXISTING FOUNDATION PADS ARE TAKEN FROM A PREVIOUS AMERICAN STANDARDS SPECIFICATIONS FOR HOLLOW LOAD BEARING MASONRY UNITS (ASTM MK DTL DE-50RIPTION SURVEY FUSN[WED BY THE OWNER CONTRACTOR SHALL VERIFY 90 ALL DIMENSIONS SHOWN ON C-10). MINIMUM SHALL BE 1500 P51 BASED ON FACE WALL MORTAR BEDDING. Michael Gleber GMU FILL CELL WITH 1 #5 REBAR GONTINUO5. HOOK INTO BOTH FOOTING AND CONCRETE LINTEL A MINIMUM OF 1'-loll. MINIMUM OVERLAP = 50" AT THE DRAWINGS AND NOTIFY "IRVING E. ABCUG AND ASSOCIATES, INC." (THE ENGINEER), IF ANY DISCREPANCY 15 FOUND. THE. ENGINEER THEN SHALL MAKE NECESSARY VERIFICATION 53 MORTAR- THE MORTAR USED FOR MASONRY CONSTRUCTION SHALL BE TYPE M BELOW GRADE AND TYPE 5 ABOVE. AND PRE ENG., LINTEL BEAM a Associates, P.A. AND/OR CORRECTIONS OF DIMENSIONS, REVISING RELATED DETAILS IF NECESSARY BEFORE GRADE SHALL CONFORM TO ALL. REQUIREMENTS. OF THE SOUTH FLORIDA BUILDING CODE LATEST EDITION. CALCIUM CHLORIDE SHALL NOT BE USED IN 0-1 Q ANY POINT. G-I IN EXTERIOR. WALL5 0 4'-0" O.G., EACH SIDE OF EVERY DOOR, WINDOW OPENING (WHERE G-3 DOES NOT APPLY) AND q0 DEGREE CORNER STARTING WORK MORTAR TYPICAL THRU-OUT GMU. 0 Architecture, Interiors, Planning x 5.4 CONSTRUCTION: THE FIRST COURSE OF ALL HOLLOW MASONRY SHALL BE LAID IN A FULL BED OF CONCRETE AND MASONRY NOTES FILL COLUMN$, BOTH � * L1 u) 918 NE 20th Avenue 0-2 0 Q DOUBLE (SIDE BY SIDE) GMU FILL CELL WITH 1 #5 REBAR GONTINUO5. HOOK INTO BOTH FOOTING AND CONCRETE LINTEL A MINIMUM OF 1'-10". MORTAR ALL UNITS SHALL BE LAID WITH FULL -FACE WELL MORTAR BEDS. ALL HEAD AND END MINIMUM OVERLAP = 3O" AT ANY POINT. SIDES W/ 5 REBAR. LH w Ft. Lauderdale, FL 33304 JOINTS SHALL BE FILLED SOLID WITH MORTAR FOR A DISTANCE IN FROM THE FACE OF THE UNIT TIE INTO FOUNDATION " 3.1 CONCRETE SHALL DEVELOP A MINIMUM "26-DAYS" COMPRESSIVE STRENGTH OF OR WALL NOT LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS. MORTAR JOINTS -mot AND LINTEL BEAM 954 523-4450 SHALL BE MAINTAINED AT 3/8„ THICKNESS FOR BOTH THE HORIZONTAL AND VERTICAL JOINTS, G-3 Q TS 4X 4" X 1/4" A500B CONCRETE FILLED STEEL COLUMN W/ X 3/4" X 8 8" " !ll 24 MINIMUM p (A) FOOTINGS AND PILE GAPS 3,0M P61 UNLESS OTHERWISE NOTED. STEEL BOTTOM PLATE AND b" X 8" X 3/4" STEEL TOP PLATE. per LU FL License AR 0013490 (5) GRADE SLAB 4,000 PSI (G) BEAMS 3000 PSI 5.6 CONTACT LAP SPLICES FOR VERTICAL REINFORCING (UNLESS OTHERWISE NOTED) _ } u - NCARB No: 39794 O 2003 //�� / I� I , I�OOTI NV 5Gl� TEDUL� (D) COLUMNS 3000 P5f FILL CELLS UNDER ALL Michael Gleber & Associates. PA MK DE5011RIPTION COMPRESSION SPLICES 30 DIAMETER$. FDOOR OPENINGS 32 CONCRETE COVERAGE (OVER STEEL) UNLESS NOTED OTHERWISE OR SHOWN: TENSION SPLICES 40 DIAMETERS 03. "4, AND i'5t 33" FOR ti(of 45" FOR iris AND 50" FOR "8 FUTURE FINISHED FLOOR_ - Iv0'-(D" The professional services of the designer P_I I6" X 30": 5000 P51 CONTINUOUS THICKENED EDOE CONCRETE FOOTING VV (5) #5 BARS ° and/or Architect are undertaken for and are (A) FOOTINGS 3" FOR BOTTOM AND SIDES (5) BEAMS 1 1/2" TO STIRRUP$ REINFORCING BARS SHALL BE ACCURATELY POSITIONED ACCORDING TO THE DRAWING AND GONTINUO5, AND (1) #3 TRAN5VER5E BAR @ 36" O.G. - ° °, perfNo ormedin the obligation interest contractual f assumed by the project weer. the p_2 " " 60 x 60 X 24 DEEP CONCRETE FOOTING WITH (6) #5 KEBABS BOTH. WAYS (C) COLUMNS 1 1/2 70 TIES SHALL BE SECURED TO PREVENT DISPLACEMENT DURING GROUTING. . o designer and or the Architect for the benefit of any other entity involved in this project. (D) SLAB ON GRADE 1 1/2" TO 130TTOM TOP AND BOTTOM. I OI I. - ° Existing conditions: The designer and / or (E) SLAB ON GRADE P FROM TOP GROUT NOTES ° "° ° a: Architect disclaims any responsibility for the existing building structure, site conditions any 33 REINFORCING STEEL, ALL BE NEW BULLET STEEL DEFORMED BARS IN ACCORDANCE WITH SH _ a existing construction elements, or other documents, drawings, t other instruments related to or intended to be used for any part CJ. LAB SGHEDUI_ A-66, GRADE 60 (60,000 PSI MINIMUM YEILD), FREE FROM OIL SCALE AND RUST. 6.1 GROUT FOR REINFORCED MASONRY SHALL CONFORM TO ASTM DESIGNATION C-416-8. CONC. FOOTING BELOW or parts of the project, which do not bear the architects seal. 3.4 REINFORCING STEEL, SHALL BE BENT, LAPPED AND SPLICED IN ACCORDANCE WITH ACI-318- 62 THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER This drawing has been prepared by the 11 AND ACI-315 STANDARDS AND SPECIFICATIONS. SHOP DRAWINGS SHALL BE SUBMITTED 63 ALL CsROUT WALL BE FLUID CONSISTENCY, WHICH MEANS THAT CONSISTENCY AS FLUID AS �` �j /� j� �j� j� S�RUC 1 UI�t-tL DOORCONNECTION `lCTI OI �l Architect, or under the Architect's direct supervision This drawing is provided as an MK DTL DESGRIPI ION TO ENGINEER FOR APPROVAL, POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. SCALE: N.T.S. Instrument of services by the Designer / Architect and is Intended for the use on this 6" GONG. 5LAB ON GRADE WITH FIBER-ME5H REINFORCING 35 WELDED WIRE FABRIC (W.WF.) SHALL COT- M TO Ab.T.M. AI85-12. 6.4 THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE �) 0 ON 6 MIL VAPOR BARRIER ON GOMPAGTED, TREATED project only. Pursuant to the Architectural works copyrighted LINTEL BEAM ABOVE 3.6 CONCRETE MASONRY UNITS SHALL BE TWO CELL BLOCKS MADE OF PORTLAND CEMENT, WATER ENGINEER 5UB SOIL (TYPICAL FOR SLAB) 1.5" DEEP 5AWGUT WITHIN 24 HRS. OF POUR IAV 12" X 12" GONT. MONOLITHIC FOOTER. 5EE DTL. ELSEWHERE Protection Act of 1990, all Drawings, specifications, Ideas, and Designs, AND APPROVED AGGREGATES, AND CONFOp I TO STANDARD SPECIFICATIONS FOR HOLLOW 65 GROUTING OF THE WALL$ $HALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS LOAD BEARING CONCRETE MASONRY UNITS, ASTM. DESIGNATION CW-10 WITH A -- -- - - - -"_ - - "--" -- -- - - - - including the overall form, arrangement and composition of the spaces and elements 4" GONG. 5LAB ON 6RADE WITH FIBER-ME5H REINFORGINO MINIMUM COMPRESSIVE STRENGTH OF 1IDID0 PSI. UNLESS NOTED OTHERWISE: 5-2 �ll ON 6 MIL VAPOR BARRIER ON COMPACTED, TREATED SUB 501L (TYPICAL FOR SLAB) 1.5" DEEP 5AW GUT (OR 1/5 X 5LAB appearing herein, constitute the original, copyrighted work of the Architect Not for A PLACE GROUT IN MAXIMUM 4'-0" LIFTS AND CONSOLIDATE. ALLOW GROUT 3.1 MORTAR SHALL BE TYPE "M" AND SHALL COI�FORI I TO AS.TM. G90-1ID. TO SET FOR A MINIMUM OF 15 MINUTES BETWEEN EACH SUCCEEDING THIGKNE55 MAX.) WITHIN 24 HR5. OF POUR. 5EE DETAIL ELSEWHERE - - - -- construction unless an applicable permits are obtained. Any reproduction, use, or disclosure of �//�� G ' [ �I_l"( JGT-T�U� 3B DOWEL ALL COLUMNS. t0 THE FOUNDATION WITH REINFORCING BARS THE SAME SIZE AND " 4-ID LIFT. ------ a ° information contained herein without the prior written consent of the Architects is strictly NUMBER AS IN THE COLUMN MINIMUM DOWEL SPLICE 30 DIAMETER B. PLACE GROUT IN MAXIMUM 5'-0" LIFTS AND CONSOLIDATE. ALLOW GROUT TO SET n ° o ° ° prohibited. (C) Copyright 2003 by Michael Gleber and Associates PA 33 COLUMN SHALL BE POURED 3/4 HEIGHT MINIMUM AND ALLOWED TO ATTAIN INITIAL SET PRIOR FOR MINIMUM OF 24 HOURS BETWEEN EACH SUCCEEDING 5'-0" LIFT. PROVIDE MK DTIL DE5GRIPTION BEAM ELEVATION N.N.Oa TO PLACING BEAMS, SLABS OR JOISTS ABOVE. MINIMUM TIME INTERVAL TO BE 15 HOURS. CLEAN OUTS AT BOTTOM OF CORE$ TO BE FILLED. 3.10 ALL CONCRETE TIE BEAMS SHALL BE PLACED USING WALLS AS BOTTOM FORMS AND WALL HAVE 6b ALL MASONRY UNITS SHALL BE LAID UP IN RUNNING BOND, UNLESS STIPULATED OTHERWISE BY - --- LB -I � 8 X 8 : 3000 PSI GONG. FILLED (PRE ENO.) LINTEL BEAM WITH 0) #5 REBAR GONT. RETURNED 5EE ROOF PLAN ELSEWHERE CONTINUOUS TOP AND BOTTOM REINFORCEMENT. SPLICE, WHERE NECESSARY, SHALL BE THE ENGINEER INTO ADJACENT FILLED GELL5 1'-6" MINIMUM PRE ENG., LINTEL BEAM MADE IN THE MIDDLE 1/3 $PAN FOR TOP BARS AND END 1/3 OF $PAN FOR BOTTOM BAR$. PROVIDE 40-DIAMETER LAP MINIMUM AT ALL SPLICES. ALL EXTERIOR CORNERS SHALL HAVE 2 6.1 PROVIDE CONTROL JOINT$ AT MAXIMUM 40'-0" O.C. IN EXTERIOR WALLS ABOVE GRADE. p (n (2) 8" X S": 3000 PSI GONG. FILLED (PRE ENO.) 05 BARS, 4 ID LONG CORNER BARS, ONE ON TOP AND ONE ON BOTTOM. BENT AT MID POINT. 6.6 PROVIDE 8 OF BEARING EACH END FOR BLOCK LINTELS, TYPICAL UNLESS NOTED OTHERWISE. 1.8-2 LINTEL BEAMS WITH (1) #5 REBAR GONT. EACH. SEE ROOF PLAN ELSEWHERE 0 - FILL BLOCK CORES SOLID FOR TWO COURSES BELOW BEARI49 3.11 ALL FOOTINGS SHALL REST ON CLEAN SOIL FREE OF ORGANIC MATERIAL OR OTHER DELETERIOUS NG, UNLESS NOTED OTHERWISE. RETURN INTO ADJACENT FILLED GELL5 1'-6" MIN. FILL COLUMNS, BOTH z � MATTER 6.9 ALL CONSTITUTION SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS SIDES W/ # 5 REBAR w 111 O 3.12 CONTRACTOR SHALL NOTIFY ENGINEER IF UNUSUAL SITE AND SOIL CONDITIONS ARE OBSERVED FOR CONCRETE MASONRY STRUCTURES ACI 531, LATEST EDITION. (5) 8" X 8" X 5000 PSI GONG. FILLED (PRE ENO.) - _ Tip INTO FOUNDATION N > u Z DURING EXCAVATIONS. 6.10 VERTICAL REINFORCEMENT: SHALL BE SCHEDULED IN THE WALL REINFORCING AND COLUMN 1-5--5 LINTEL BEAM5 WITH (1) #5 REBAR GONT. EACH. 5EE ROOF PLAN ELSEWHERE AND LINTEL BEAM uc°.t C, 3.13 FILL FOR SLAB AND FOOTINGS SHALL BE PLACED IN 8" LAYERS AND/OR COMPACTED TO A SCHEDULES. VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS N WALL, AT WALL INTERSECTIONS, CORNERS AND ENDS. THIS THE SAME RETURN INTO ADJACENT FILLED CELLS 1'-6' MIN. 24" MINIMUM ig z Qi MINIMUM FIELD DENSITY OF .W% AS MEASURED BY THE "MODIFIER PROCTOR TEST". ALL REINFORCING SHALL BE } 0 -1 FILLS SHALL BE CLEAN OF SAND AND ROCK MIXTURE, FREE OF ORGANIC OF DELETERIOUS SIZE AS THE SCHEDULED WALL REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN - `) MATERIALS. FOR MORE DETAILS, REFER TO SOIL REPORT. ONE (1) i5, UNLESS OTHERWISE NOTED. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT CELLS FILL CELLS UNDER ALL TO BE GROUTED LINE UP PROPERLY. THE SHALL OF TESTS AT (4) b" X W: 3000 P51 GONG. FILLED (PRE ENO) WINDOW OPENINGS fit 3.14 ENGINEER BE NOTIFIED OF THE RESULT THE SOIL COMPACTION BOTH THE FOUNDATION AND THE LB-4 LINTEL BEAM5 WITH (1) #5 REBAR GONT. EACH. SEE BEAM PLAN ELSEWHERE ° _ CONCRETE SLAB BEFORE PLACING ANY CONCRETE. STRUCTURAL STEEL NOTES RETURN INTO ADJACENT FILLED GELL5 I'-6" MIN. - ° 3.15 ONE SET OF FOUR CONCRETE CYLINDERS TESTS WILL BE REQUIRED FOR EACH FOUNDATION POUR 1.1 ALL STRUCTURAL STEEL WORK SHALL IN WITH THE °` ♦♦�� ca SLAB POUR, COLUMN AND BEAM POUR BE DONE ACCORDANCE SPECIFICATIONS AND - � "�° . 3.16 ENGINEER WALL BE NOTIFIED FOR INSPECTION BEFORE EACH POUR DETAILING PRACTICES OUTLINED IN THE AISC "MANUAL OF STEEL CONSTE),ICTION", LATEST EDITION a a , _ - - ----- ------ -- �r 3.11 THE CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ANY TEMPORARY BRACING SB-I W12X50 STEEL BEAM. SEE DETAILS FOR GONNEGTIONS ELSEWHERE SEE BEAM PLAN ELSEWHERE W AND SHORING RErUIRED TO MAINTAIN PLUMBNESS ANp STABILITY OF ALL STRUCTURAL 12 ALL CONNECTIONS SHALL BE ADEQUATE FOR THE BEAM REACTIONS INDICATED ON THE PLANS. ELEMENTS DURINCx CONSTRUCTION. WHERE BEAM REACTIONS ARE NOT INDICATED, CONNECTIONS SHALL BE ADEQUATE TO SUPPORT .cc THE SHALL APPROVED SIZE THE MAXIMUM UNIFORM LOAD CAPACITY OF THE BEAM FOR THE SHAPE, $P'AN AND STEEL:. 3.18 CONTRACTOR OBTAIN FROM ALL SUBCONTRACTORS THE FINAL AND SPECIFIED. - LOCATION OF A.OPENINGS TO BE PROVIDED FOR THEIR TRADE IN ROOFS, FLOORS AND WALLS, WHETHER SHOWN OR NOT ON STRUCTURAL DRAWINGS. THE ARCHITECT OR ENGINEER SHALL BE 13 ALL BOLTED CONNECTIONS SHALL BE MADE WITH ASTM A325 BOLTS (UNLESS NOTED CONSULTED FOR ALL $UCH OPENINGS THAT MAY AFFECT THE BUILDING STRUCTURALLY AND/OR OTHERWISE ON THE PLANS), ACCORDING TO THE RISC "SPECIFICATIONS FOR STRUCTURAL STRUCTURAL UL GJ' C�„1�EDUL.E SRLfL,TURL WINDOW CONNECTION FOR OBTAINING ADDITIONAL DETAILS. JOINTS USING ASTM A325 OR A49ID BOLTS". MINIMUM BOLT DIAMETER WALL. BE 3/4". SCALE: N.T.5. SCALE: N.T.5, 4 3T3 THE CONTRACTOR SHALL FURNISH, LOCATE AND INSTALL ALL ACCESSORIES FOR PROPER 1.4 ALL WELDING SHALL BE DONE IN ACCORDANCE WITH THE RISC SPECIFICATION REFERRED TO IN ,--.,- � ANCHORAGE / r WC^D AND METAL FRAMING, WOOD BLOCKING MASONRY UNITS AND CAST IN ITEM ou ABOVE. PLACE CONCRETE. THE CONTRACTOR WALL BE SOLELY RESPONSIBLE FOR FURNISHING, 15 STEEL BEAMS AND LINTELS SUPPORTED ON MASONRY WALL HAVE A MNIMUM 8" OF BEARING. LOCATING AND FOR PROPER NUMBER OF ALL FASTENING DEVICES. WITH CORES GROUTED FULL FOR 3 COURSES BELOW BEARING POINT, L&E86 NOTED OTHERWISE. 1b STEEL BEAMS SUPPORTING MASONRY WALLS OVER OPENINGS SHALL HAVE: A MINIMUM OF 1/4" Cr4ST- IN- f'L�4CE CONCRETE NOTES THICK PLATE THE LENGTH OF THE OPENING THE WIDTH OF WALL WELDED TO THE BY THE BOTTOM FLANGE, UNLESS NOTED OTHERWISE. � 4.1 WORK SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE (ACI 301-12, "SPECIFICATIONS "BUILDING FOR STRUCTURAL CONCRETE FOR BUILDINGS",REVISED n15, AND ACI 318-63, STRUCTUR4L�J' TEEL CAULKIN EXTERIOR DOOR JAMB AND CODE REQUIREMENTS FOR REINFORCED CONCRETE") FRAME FASTENED TO BUCK 42 THE MIX DESIGN SHALL MEET FOLLOWING SHALL "SPECIFICATIONS STUCCO FINISH AS PER MNFG. SPECS. L' iCa THE MINIMUM REQUIREMENTS: 8.1 STRUCTURAL STEEL CONFORM TO THE AIAC. FOR DESIGN, ON 8" C.M.U. PROVIDED BY BUILDER L FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. C COMPRESSIVE STRENGTH 4,000 PSI STRUCTURAL. STEEL SHALL CONFOF41 TO ASTM A36. STEEL COLUMNS SHALL CONFORM TO ui V •v SLUMP 4 +/- 1 ASTM A500, GRADE B. �` Q AIR CONTENT 5 +/- lqa / CEMENT RATIO 0.45 62 ALL SHOP CONNECTIONS TO BE WELDED. ALL FIELD CONNECTIONS TO BE BOLTED WITH ASTM A325 HIGH STRENGTH OF THE MEMBER BEING CONNECTED UNLESS OTHERWISE ECED ERWISE NOTED. CEMENT FACTOR 565 LB. / CU. YARDCU - - z soWATER w MINIMUM COARSE AGGREGATE 3/8" TO 3/4" 63 WELDING TO BE DONE BY A CERTIFIED ARC WELDER, USING THE LATEST APPROVED A.W.5. TECHNIQUES. 0 m NO WATER SHALL BE ADDED TO THE MIX AFTER INITIAL BATCHING, UNLESS THE SLUMP OF THE ' a Lm CONCRETE, WHEN DELIVERED, IS LESS THAN SPECIFIED. IN SUCH CIRCUMSTANCES, WATER MAY 8.4 PROVIDE ONE SHOP COAT OF RUST INHIBITING (MINIMUM 3-MIL. DRY FILM) AND ONE FIELD BE ADDED ONLY WITH THE APPROVAL OF THE CONSULTANT AND ONLY TO THE EXTENT REQUIRED COAT OF AN APPROVED PAINT. -- - _ -- _ - DOOR JAMB A Q m . TO REACH SPECIFIED SLUMP LIMITS. WATER SHALL BE INTRODUCED UNDER PRESSURE AND THE DRUM SHALL BE TURNED AT MIXING SPEED AN ADDITIONAL 300 REVOLUTIONS MINIMUM TO 85 SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSURE UNIFORMITY of MIXTURE FABRICATION OR ERECTION FUTURE IXP.T. FURRING W. 2X4 P.T. WOOD BUCK DRYWALL NIWINDOWS 1/2"" WINDOWS AND IX4 P.T. FOR S.G.D. AND 43 NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING STEEL FOR THE POUR IS IN PROPER 11ELDItJCx LOCATION AND THE INSPECTING PERMISSION HAS FOR THE POUR NAILED WITH 3 3/4" TAPCON$ W/ 2" MINIMUM EMBEDMENT AND SPACING ENGINEER'S BEEN GIVEN 8b ALL WELDING TO BE PERFORMED BY CERTIFIED WELDERS. FUTURE AT 6" FROM EA. CORNER 4 12" O.C. EXERCISE CARE IN PLACING CONCRETE OVER WATERPROOF MEMBRANES TO AVOID DAMAGING WOOD CASING N.I.C. i THE MEMBRANE. REPORT DAMAGE IMMEDIATELY, AND DO NOT PROCEED UNTIL THE DAMAGE 8.1 WELDING ELECTRODES WALL BE E-10 SERIES LOW HYDROGEN (STORED N ACCORDANCE WITH IS REPAIRED. A.W.S. REQUIREMENTS). 4.4 PLACING OF CONCRETE SHALL CONFORM TO ACI 301 AND ACI 304-13, "RECOMMENDED PRACTICE FOR MEASURING, MIXING TRANSPORTING AND PLACING CONCRETE". PLACE STEEL JOIST 4 DECKING NOTES CONCRETE AS CONTINUOUSLY AS POSSIBLE UNTIL POUR IS COMPLETE SO THAT NO CONCRETE IS PLACED AGAINST CONCRETE THAT HAS ATTAINED ITS INITIAL SET, EXCEPT AT AUTHORIZED JOINTS. JOISTS: 45 PLACE CONCRETE AS NEAR AS POSSIBLE TO ITS FINAL POSITION. PREVENT SEGREGATION. USE . 9.1 STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE CHUTES OF TREMIES AS NECESSARY. THE MAXIMUM FREE DROP SHALL BE V-0". COMPACT SPECIFICATIONS AND CODES OF THE STEEL JOIST NSTITUTE ISJU, LATEST EDITION. SEE DURING PLACING WITH INTERNAL VIBRATORS (800 VPM MIN). WORK AROUND REINFORCEMENT, PLANS AND DETAILS FOR VARIATIONS. DOOR JAMB CONNECTION DETAIL SCALE: N.T.S. EMBEDDED FIXTURES AND INTO FORM CORNERS. DO NOT OVER -VIBRATE, AND DO NOT USE 92 ALL STEEL JOISTS GEARING ON STEEL INSERTS EMBEDDED IN MASONRY WALLS OR ON DATE: VIBRATORS TO TRANSPORT CONCRETE WITHIN THE FORMS. STRUCTURAL STEEL MEMBERS SHALL BE WELDED THERETO N ACCORDANCE WITH THE 6JI, UNLESS 4.6 POLYETHYLENE FILM FOR CURING SHALL CONFORM TO ASTM. C111-69 SHOWN OTHERWISE. 5 4.1 CONCRETE CURING: FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE '33 ALL STEEL JOISTS BEARING ON MASONRY WALLS NOT PROVIDED WITH STEEL BEARNG INSERTS SHALL BE ANCHORED TO THE WALLS WITH STEEL BARS OR ANCHOR BOLTS, IN ACCORDANCE WITH DATE: DRYING AND EXCESSIVELY HOT TEMPERATURES, AND SHALL BE MAINTAINED WITH A MINIMAL THE SJI, UNLESS SHOWN OTHERWISE: MOISTURE LOSS AT RELATIVELY CONSISTENT TEMPERATURE ABOVE 10 DEGREES F. FOR THE FIRST 3 DAYS AND ABOVE 55 DEGREES F. FOR AT LEAST THE 4 DAYS AFTER TA STEEL ROOF DECKING SHALL BE 1 1/2", 22 GAUGE :INTERMEDIATE OR WIDE RIB" AND A UNIFORMED SURFACE MAY BE CURED USING A SILICATE BASE, CURING COMPOUND OR BY SHALL BE DESIGNED, ERECTED AND ANCHORED TO THE STRUCTURAL STEEL SUPPORTS IN DATE: COVERING WITH WATERPROOF PAPER OR POLYETHYLENE FILM. ACCORDANCE WITH THE MANLFACTURE'S SUGGESTED SPECIFICATIONS AND THE RECOMMENDATIONRECOMMENDATIONOF THE STEEL DECK INSTITUTE. (SOU, UNLESS OTHERWISE NOTED. CAULKIN 3 APPLY POLYETHYLENE FILM AS SOON AS FINISHING OPERATIONS ARE COMPLETE AND THE $.Cz.D. UNIT SCREWED TO CONCRETE IS SUFFICIENTLY HARD TO BE UNDAMAGED BY THE COVERING. SPRINKLE CONCRETE STUCCO FINISH BUCK AS PER MNFG. SPEC S. DATE: AS NECESSARY DURING THE APPLICATION OF COVERING. LAP EDGE$ AND ENDS AT LEAST 4" AND SEAL LAP. WEIGH COVERING TO PREVENT DISPLACEMENT. FATC14 HOLES AND ON 8" CM.. PROVIDED BY BUILDER TEARS THAT OCCUR DURING THE CURING PERIOD. APPLY CURING COMPOUNDS STRICTLY ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS --_ DATE: USING LOW PRESSURE SPRAY EQUIPMENT. APPLY CURING COMPOUND AS SOON AS FINISHING OPERATIONS ARE COMPLETE, FREE WATER ON SURFACE HAS DISAPPEARED, AND NO WATER SHEEN CAN BE SEEN. APPLY 2 COATS AT RIGHT ANGLES TO EACH OTHER WHERE • `` 1 - DATE: NECESSARY TO ACHIEVE PROPER COVERAGE. REVISIONS: FJ IX6 P.T. WOOD BUCK WINDOWS AND IX4 P.T. FOR S.G.D. AND RELEASED FOR: PERMIT IX4 P.T. FURRING W/ NAILED WITH 3 3/4" TAPCONS W/ 2" DATE: 07/24/03 1/2" DRYWALL N.I.C. MINIMUM EMBEDMENT AND SPACING AT 6" FROM EA. CORNER 4 12" O.C. PROJECT: HBC-030-03 . s STRUCTURAL NOTES SCALE: N.T.5. 1 13 OF 22 WINDOW JA1~'i5 DETAIL SCALE: N.T.S. 4! A-2 o� N WRINGER SINK- 0 O VAC UNIT CAP OPEN - TRASH CAN AREA, TYPICAL, PROVIDE DRAIN OPENING IN CMU FIN, GRADE, TYP, Fr CMU SASE W/ 4" CONCRETE CAP w VAC 4 TRASH ISLANDS, RE: ' ELEVATIONS 3010 HM - STAINLE55 STEEL (5.5.) 4 -- - --- _ °---------CASrcONCRETE VAULT AT T PIPE BOLLARD FILL SOLID W/ ROUNDED TOP. RE: DTL 1/Al2 1.3'-3y" 3'-4° 26'--3/V2" 94'-0° 14'-8" all CMU STORAGE EDGE OF ROOF ABOVE N A VENDING MACHINE O O — (SOFT DRINKS) VAC UNIT - - 3 TRASHCAN,RECESSE A- IN CMU WALL W/ COVER,TYP. —_ VAC UNIT - e ------ STRUCTURAL COL., TYPICAL -- - - --0-- - -- 0--- - - w EDGE OF CONCRETE SLAB 5 TOP OF MASONRY Q A-3 85-1 (12'-0" AFF.) 26'4' V-4" _ a 0 -A N 0 0 43 A-2 EDGE OF CONCRETE SLAB _0 ) 54'-0" W/_lRADL4N-T f=1 O0f� WWE - --- SYSTEM, RE: KEYNOTE 01 T.OM, �t EQUIP. ROOM 14'-0" AFF PROVIDE COMPRESSED AIR PIPING TO REAR AREA BEYOND VAC • CANOPY FOR FUTURE AIRH05E. -- — 0 COORa. WITH G&IER 0 `PROVIDE REINFORCING PRE -FABRICATED EDGE OF CANOPY SYSTEM ROOF ------ \-- SUPPORT OF EQUIPMENT MANIFOLD PIT 4 COVER ABOVE, RE: KEY NOTES 06 0 I BOOMS. RE: KEYNOTE *5, FOR RADIANT FLOOR T.OM. 10 -8" TYP AT SYSTEM, TYPICAL \ / \ / ■ , r m ::::: m - CANOPY SYSTEM COLUMN, _. �a_ TYPICAL I\ / E � I ENT RAILS / \ / RE \ YED NOTE 0 a' 0 0' 0 0 0 0 0 0 O o 0 O UTOMATIC ' ffOMATIC 'i - \ / cateerry t+oLa 6 eAY t\WA6Hj11A\Y \� I --- -- ASH-B ASH €iA — Ta�c au sT.OM. 12 -0 AFF �1 6Avr6Q SELF -SERVE SELF -SERVE - iELF-SERVE SELF -SERVE SELF -SERVE AUTO WASH BAYS M / \ \/ OTE N/O. WASH BAY WASH BAY _ WASH BAY WASH BAY WASH BAY q SEE CIVAL DRAWINGS "2 / \ w3 / \ +s4 \ ELEVATIONStCENTERLINE mCANOPY SYSTEMABO CAL EQUIP. ROOM 1 I � / \ / \ 2" DRAIN LINE BELOW SLAB - i• � - - _ : arrcriAric O ,' abler' FROM UNDERCARRIAGE = ` \ UN E CARRIAGE TRENCH TO CATCH BASIN, if WASH 5TE KJ TYPICAL 2 PLACES ) / \ w \ _ \ / \ 12" DRAINS IN RE: I�E OTE 4 - - / \ / / SLAB FROM WAND SLOPE, ODU AR PRE -CAST /T.OM. S -0 A�F HOLDER TO\CATC / \ I TYPICAL \ ATC BASIN, TYPIGA S.S. WASH / \ / / / \ !OFFICE / / i �(U` \ / BAYS, TYP. \ _ EACH SOYA\ 3 TOILETS low i cp O O O O _ `Z� a' PY A 2n IA. WAND SUPPORT W/ ABOVE O I - DRAIN. RE: DTL. 3/A-1 CANOPY ABOVE, RE: - -- TY ICAL 3 EA. BAY. L-SCALE PLAN, SHT. A-2 ARCH 4 SIGNAGE Bl' EG2fUPM1=I�IT SUPPLIER --- --- --- (T1"P2 PLACES) e I AUTOMATIC WASH BAY 0 -1 O e I LIGHT BROOM FINISH 6 CONTROL KIOSK, TYPICAL 0 ,4_3 SLOPED SLAB AREAS, / : KEYNOTE 02 I j I 4" DIA. � EEL PIPE BOLLARD, 3'-(o" HGT. ABOVE GRADE, TYPICAL,I RE DTL. 1/A1.2 4-- - - . O 0. 0 A EDGE OF CONC. SLAB W I RADIANT FLOOR SYSTEMS A-1 RE: KEYNOTE "1 i'_411 12'-8" 3'-4" J 121_8" J 12'-8" Y-4" j�-- 33'-4" 20'-8" _ --- --- 3 -4�6 - — - 96 -0" --- ---- -- - ------ -- FLOOR FLAN SCALE: 1/0" = 1'-0" 3 ,Aell A-2 � GENERAL NOTES I. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY OF SILOAM SPRINGS AND ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. 2. ALL WORK AND ALL FINISHES, INCLUDING TYPE, COLOR AND LOCATION, SHALL BE COORDINATED WITH THE OWNER 3. ALL DIMENSIONS ARE TO CENTERLINE OF COLUMNS, FACE OF BUILDING LINE OR STUD, TYPICAL, UNLESS NOTED OTHERWISE (UN,O.) 4. PROVIDE FIRE EXTINGUISHERS PER NFPA-lid AND COORDINATE WITH LOCAL BUILDING AND/OR FIRE OFFICIALS. 5. PROVIDE WOOD BLOCKING IN STUDWALLS FOR ANCHORAGE OF GRAB BARS, PAPER HOLDERS, VANITIES, WALL MOUNTED DOOR STOPS, SINGS, SHELVING, ETC. COORDINATE WITH OWNER PRIOR TO COVER-UP. (o. PROVIDE GATT INSULATION AT ALL EXTERIOR WALLS AND SOUND ATTENUATION BLANKETS AT ALL NEW WALLS AT TOILET AREAS. 1. PROVIDE FINISH TOE KICK OR BASE TRIM AT BASE CABINETS FOR CABINET BASE AND WALL BASE AS PER, FINISH SCHEDULE OR NOTES. COORDINATE WITH OWNER 5. VERIFY ALL DIMENSIONS, DOOR AND WINDOW SIZES AND LOCATIONS PRIOR TO LAYOUT WITH THE OWNER COORDINATE ALL OWNER PROVIDED EQUIP. KEYED NOTES 1, RADIANT FLOOR HEAT SYSTEM: RAYVAC RADIANT PIPING 4 MANIFOLD SYSTEM BY EQUIPMENT SUPPLIER WITH SHARED BOILERS) AT EQUIPMENT ROOM FOR WASH OPERATIONS. RADIANT TUBING TO BE ROUTED TO CANOPY ROOF SYSTEM GUTTERS FROM EQUIPMENT ROOM. COORDINATE WITH OZER, EQUIPMENT SUPPLIER AND PLUMBING CONTRACTOR 2. LIGHT BROOM FINISH IN DIRECTION OF SLAB SLOPE AT ALL SECTIONS DRANING TO CATCH BASNS. BROOM ORIENTATION MUST MATCH SLOPE OF CONCRETE FOR POSITIVE DRAINAGE. COORDINATE WITH OWNER 3. EQUIPMENT RAILS AT AUTO WASH BAYS BY EQUIPMENT SUPPLIER COORDINATE LAYOUT AND INSTALLATION WITH OWNER 4 SUPPLIER 4. ROUTE SUPPLY LINE FOR UNDERCARRIAGE WASH SYSTEM BELOW SLAB FROM EQUIPMENT ROOM TO AUTO WASHBAYS. DO NOT ROUTE THROUGH TOILET ROOM AREA. IF TRENCH IS REQ'D, PROVIDE SOLID 4 OPEN GRATE TRENCH COVERS AS nar). COORDINATE WITH OWNER 4 EQUIPMENT SUPPLIER 5. CMU WALL AT EQUIPMENT ROOM 4 FIRST SELF SERVICE BAY 4 AT BOTH AUTO WASH BAYS TO BE REINFORCED 4 CELLS FILLED SOLID FOR SUPPORT OF EQUIPMENT BOOMS AT SELF SERVICE WASH EQUIPMENT 4 GANTRY EQUIPMENT BOOMS e AUTO BAYS. COORDINATE WITH OWNER 4 SUPPLIER 6. CANOPY SYSTEM: OWNER TO DETEWINE CANOPY SYSTEM MANUFACTURER 4 COORDINATE CANOPY STRUCTURE WITH ARCHITECT AND STRUCTURAL ENGINEER 1. SOUND SYSTEM: PROVIDE CONDUIT FOR SOUND EQUIPMENT CABLES TO SPEAKER LOCATIONS a FRONT, SELF-SERVICE 4 AUTOWASH BAYS 4 e VAC CANOPY AREA, FROM OFFICE AREA. REFER TO POWER PLAN, SHEET El. 8. SECURITY SYSTEM: PROVIDE CONDUIT FOR SECURITY CAMERA CABLES TO MONITORS 4 VCRS a OFFICE AREA. REFER TO POWER PLAN, SHEET El. S. EQUIPMENT CONTROLS AND SUPPLY DROPS: PROVIDE CONDUIT UNDER SLAB TO EACH SELF SERVICE BAY CONTROL AREA, AUTO WASH BAY KIOSKS, VAC UUgM$, 4 VENDING BANK CONDUITS FOR POWER 4 COMMUNICATION WIRING TO "SWIPE 4 CLEAN" UNIT 4 COIN CHANGERS CAN BE ROUTED THROUGH BUILDING. REFER TO POWER PLAN SHEET El. COORDINATE W/ OWNER 4 EQUIPEMIENT SUPPLIER 4 ALL SUB CONTRACTORS. 10. C:ONtRACTOR TO COORDINATE INSTALLATION 4 HOOKUP OF EQUIPMENT PROVIDED BY OWNER, INCLUDING HOOKUP 4 SET-UP BY SUB -CONTRACTORS EQUIPMENT PROVIDED BY DINER, INSTALLED BY GEN. CONTRACTOR:- 7 AIR COMPRESSOR: FININOMS 1. ALL CMU WALLS TO BE FILLED W/ BLOCK FILLER APPLY ONE (U COAT PRIMER 4 TWO (2) FINISH COATS, TYPICAL. C OORD. ALL FINISHES INCLUDING COLOR AND LOCATION W/ , OWNER 2. PROVIDE TRIM MOLDING, PRE -FIN. U41TE METAL WALL ANGLE AT JUNCTION OF STUD FRAMED, SHEETROCKED WALLS, 4 C.M.U. WALLS. 3. ALL INTERIOR CONCRETE SLABS TO BE SEALED 4 CURED, TROWELLED LEVEL 4 SMOOTH. SLOPE TO FLOOR DRAINS, TYPICAL. 4. CEILING 6 EQUIPMENT ROOM EXPOSED VINYL FACED INSULATION 4 STRUCTURAL STEEL, SHOP PRIMED. 5. CEILING a OFFICE AND TOILET AREAS TO BE 2x4 ACOUSTIC PANELS, FILM -FACED FIBER- GLAS IN FIBERGLASS OR MOISTURE RESISTANT GRID. 6. CEILING® WASH BAYS 4 VAC CANOPY AREAS TO BE PRE -FINISHED METAL SOFFIT PANELS BY CANOPY MANUFACTURER 1. ALL MECHANICAL LOUVER$ 4/OR VENTS MOUNTED IN WALLS TO BE PAINTED TO MATCH WALL FINISH, TYPICAL. GENERAL OTE5 SCALE: N.T.3 FLOORS: CLUB RED STORE 100: 12A2 CERAMIC TILE MECHANICAL ROOM 101. 12A2 VINYL COMPOSITION TILE STORAGE 102: 12A2 VINYL COMPOSITION TILE LOUNGE 103: DIRECT GLUE CARPET BY ALLOWANCE BASE. - CLUB RED STORE 100: CERAMIC TILE BASE TO MATCE FLOOR MECHANICAL ROOM 101: 4" VINYL 5TOR44E 102: 4" VINYL LOUNGE 103: 4" VINYL WALLS: CLUB RED STORE 100: GYPSUM BOARD, PAINT MECHANICAL ROOM 101: GYPSUM BOARD, PAINT STORAGE 102: GYPSUM BOARD PAINT LOUNGE 103: GYPSUM BOARD PAINT CEILING: CLUB RED STORE 100: GYPSUM BOARD, W/PAINT O .T-0" AFF. 4 2'x2' ACOUSTIC CEILING TILE e T-6" A.F.F. MECHANICAL., ROOM 101: NONE, EXISTING STRUCTURE STORAGE 102: NONE, EXISTING STRUCTURE LOUNGE.103: 2'x4' ACOUSTIC CEILING TILE ,9 T-6" A.F.F. FINI5HING >` OTE5 SCALE: N.T.S. z Michael Gleber & Associates, P.A. Architecture, Interiors, Planning 918 NE 20th Avenue Ft. Lauderdale, FL 33304 954 523-4450 ' FL License AR 0013490 NCARB No: 39794 © 2003 Michael Gleber & Associates. PA The professional services of the designer - and/or Architect are undertaken for and are performed in the interest of the project owner. No contractual obligation is assumed by the designer and / or the Architect for the benefit of any other entity involved in this project Existing conditions: The designer and / or Architect disclaims any responsibility for the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the architect's seal. This drawing has been prepared by the Architect, or under the Architect's direct supervision. This drawing is provided as an instrument of services by the Designer / . Architect and is intended for the use on this project only. Pursuant to the Architectural Works Copyrighted Protection Act of 1990, all Drawings, Specifications, ideas, and Designs, including the overall form, arrangement and composition of the spaces and elements appearing herein, constitute the original, copyrighted work of the Architect Not for construction unless all applicable permits are obtained. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architects is strictly prohibited (C) Copyright 2003 by Michael Gleber and Associates PA 0 z J_J H 1- H w LU Cd CL LM 0 0 U. 100 cis CIO W z 0 0 .0 U w ca = O V� IINNNNNN DATE: DATE: O DATE: zi� DATE: 2 2 DATE: O _ DATE: REVISIONS: RELEASED FOR: PERMIT DATE: 07/24/03 PROJECT: HBC-030-03 , 14 OF 22 : 1 I m a� 191111111111 12'-0" EDGE OF CONCRETE SLAB HEAVY-DUTY HOLLOW - METAL DUTCH DOOR W/ 12" SHELF e LOWER HALF / PROVIDE DOUBLE LATCH, / COORD. W/ OWNER O 467 o o 1„I TOOL RACK COIN CHANGER OFTENER RINE I RO HOLDING CLEAR MINIMUM TANK WAX WAND 4 RINE HOLDER 7 ANK TELEPH E PA L BD. -i 1 0 3" DRAIN TO AUTO5 Y PIT 3/4" x 4'x S' PL WOOD, COORD. LYUTILI Y ---- --- ---- --- AUTOMAT I C AUTOMATIC �{ CONSERY MOLD N ER SUPER _] — -- — — — — — — — — — — — U 46H BAD WA6H 5,41 ANK SAYER SELF-5ERVE =1 \ / \ #1 / 2- 2° TRENCH DRAIN UA�Ji-i 5A� \ / - SUCTION _ 3 # P VI E REINFORCIN S PO T OF EQUIF'1"(E�T B OMS. RE: KEYNOT S TY F D. - - 0 F� AUTOMATIC og UNIT °�� _? PROVIDE REINFORCING -1 - s -PORT OF E IPMENT ----- -- -- - J BOOM . RE: OTE 0 5, -} [ o Y ER-CONGEN TYPICALr RAT ❑ OSMOSIS 2' DRAIN EQUIPM N ROOM TANK ❑ �-- - E HY ER-CONCENT T — TA K " _MU LL TO DECK ] /y� i — SC/' HOLDING - - - i \ �.�LOP T�I'P. - O AUTOMA IC �� O / TANK �. j L) ' UNIT i( r�r�icAl UNDER CARRIAGE )HIGH-ESSI / (MAX 1:Ssa) \ /71 ASH SYSTEM, \ 3ex-To H.>+1 J S.S. BAPS WASH WAND : KEYNOTE SHELF ABOVESLC)PE TYPICAL W/ SOUND Y — — — - — __ --__EQUIPMENTAT CLIP, MNT'D 5' A.F.F., \ / \ \ i / C �(C 24" BC OPEN 24"B �/ TYPICAL 4 EA. BAY. COOP ` - _ - W/ OWNER / � i , Sri $ r Y-5 3/4" 1 J i --r \ -- — ---------- - T — BRUSH 4 HOLDER Q�'-O" coNTR01 _ O O \ 1 54„ BC ABO j— — — — — — VE �IIII �. �I•U _JI J iJ�I ,.J1, . I U, i IF Ji-'ui �n EJ 30ioTHERMA-TRU FULL-LITE DOOR IN I I 0 O O O O -_! SAFE ------------- ------ _ _ - CANOPY ABOVE, RE: ELEVATIONS, SHT. A2.1 j BUILT-IN SHELF/COUNTER FOR EQUIP. MONITOR ,� J _ tr SAFE ENCASED W/ ALIGN G1 , OF STEEL PIPE ARCH 4 SIGNAGE B1 - CAST -CONCRETE BOLLARD W/ EDGE OF ARCH 1 SI SUPPLIER " " MASONRY OPN ., TYPICAL 2 -m .X2 -m SAFE MAX. YP2 PLACES) I' \ COIN CHANGERS SWIPE 'N' LEAN CREDIT AUTOMATIC WASH BAY CARD C TROL UNIT CONTROL KIOSK, RE: 4-Al2 BY EQUIP. SUPPLIER, ,ABOVE RE: KEYNOTES, SHT. Al o \-3 4 POWER LAN, 5HT. El T-8" P-5" 9'-2" 1'-5" 2'-4" 2'-4" 1'-5" 9'-2" 1'=5" T-0" 2'-0" 3'-ID" 10'-8" 3'-ID" T-0" — - DECORATIVE LIGHT FIXTURE, m DECORATIVE LIGHT FIXTURE � - - TOP OF KIOSK, RE: ELECTRICAL TYPICAL, RE: ELECTRICAL 6 U_ DECORATIVE PLANTER - KEY FLOOR PLAID SCALE: 1/4" d I'-D" •— — 4"-X `-6" fi'4tL-PIPE— i.__i— — — — — — — — — — — — — BOLLARD, TYPICAL. \ RE: DTL. I/AI.2 / \ i PRE-FAB MTL. GUTTER — 4 DOWNSPOUT, ABOVE / J PVC TO ACCOMODATE/ EQUIPMENT RAILS \ / \ RE: KEYED NOTES -- TYPICAL J_ EDGE OF CONC. SLAB W/ - RADIANT FLOOR SYSTEMS RE: KEYNOTES C0 CONCRETE PLANTER W/ 6" CONCRETE 'CURBS', EASE EDGES, GOORD. HEIGHT W/ OWNER 2,_S0 2' KIOS< DETAIL SCALE: N.T.S. 4" STEEL PIPE, FILL W/ CONC. ROUND 4 TROWEL EXPOSED CONCRETE. GOORD. _ COLOR W/ OWNER, RE: TO COLOR SCHEDUL-E-- a. a REMOLDED JOINT FILLER a EALANT a FIN GRADE v 4 O a CRETE PAYING, 6, PLANS • c<1 M 4 d J . PIER a a a m a 1/2" P W/ S `�\(_ r 0 12" Of Michael Gleber & Associates, P.A. Architecture, Interiors, Planning 918 NE 20th Avenue Ft. Lauderdale, FL 33304 954 523-4450 FL License AR 0013490 NCARB No: 39794 © 2003 Michael Gleber & Associates. PA The professional services of the designer and/or Architect are undertaken for and are Performed in the interest of the project owner. 2" CONCRETE CAP WITH RUBBED No contractual obligation is assumed by the EDGES TYPICAL designer and / or the Architect for the benefit of any other entity involved in this project. Existing conditions: The designer and / or Architect disclaims any responsibility for the existing building structure, site conditions, n existing construction elements, or any other — documents, drawings, or other instruments related to or intended to be used for any part IRDINATESIZE or parts of the project, which do not bear the architeseal OF RECESS This draawing has been prepared by the OPENING FO EQUIPMENT WITH Architect, or under the Architects direct EQUIPMENT S PPLIER supervision. This drawing is provided as an instrument of services by the Designer / Architect and is Intended for the use on this project only. Pursuant to the Architectural Works Copyrighted Protection Act of 1990, all Drawings, Specifications, Ideas, and Designs, including the overall form arrangement and ^� composition of the spaces and elements appearing herein, constitute the original, copyrighted work of the Architect Not for construction unless all applicable permits are FILL SOLID, TYPICAL obtained Any reproduction, use, or disclosure of CMU, information contained herein without the prior written consent of the Architects is strictly prohibited. (C) Copyright 2003 by Michael Gleber and Associates PA 0 C fL J w w x _ rn � co LM _2 1 I BOLLARD DETAIL SCALE: N.T.S. 0 LM Cd a O X �M !ZO 0 chi. W 0. tis m -1d Cr�� H /6\ DATE: zi� DATE: DATE: DATE: /2\ DATE: DATE: REVISIONS: RELEASED FOR: PERMIT DATE: 07/24/03 PROJECT: HBC-030-03 A�2 16 OF 22 s -2 I d 1 I r 5 A-2 L �� _ Michael Gleber & Associates, P.A. ICJ' �c VERIFY EXACT SfZE Architecture, Interiors, Planning N RE: DTL. 5/A-3 jt \ OF RADIUS REQUIRED 3 W/ ROSE NEON '"°� UJITI-1 CLOCK M 4NUI=AGTURER 918 NE 20th Avenue STEEL PAN � NEON SIGN Ft. Lauderdale, FL 33304 - _ - - -- LETTERSAGADE, At TOP A 954 523-4450 2 - -- - - - - OF MARQUE 4 AT CLOCK - FL License AR 0013490 r - B Y SIGN MANUFACTURER NCARB No: 39794 - - - - - - - - — O 2003 "CAN" Michael Gleber & Associates. PA - - - - - COLOR O3 lz NEON CAN BY 0 \ SIGN MANUFACTURER \ COLOR 3 The professional services of the designer - - ,- and/or Architect are undertaken for and are performed in the interest of the project owner. No contractual obligation is assumed by the designer and / or the Architect for the benefit Cp of any other entity involved in this project COLOR IO Existing conditions: The designer and / or Architect disclaims any responsibility for the existing building structure, site conditions, ARCH W/ SHON BOARDS $ existing construction elements, or any other HEIGHT CLEARANCE SIGN, documents, drawings, or other instruments related to or intended to be used for any part BY EQUIP. SUPPLIER, TYP. or parts of the project, which do not bear the architects seal. S This drawing has been prepared by the '�— Architect, or under the Architects direct _ supervision This drawing is provided as an \' N COLOR ® instrument of services by the Designer / RONT x O' W/ BLUE NEON COLOR 2O Architect and is intended for the use on this KCAL: I/8" = I' �" W/ ROSE NEON project only. Pursuant to the Architectural Works Copyrighted Protection Act of 1990, all Drawings, Specifications, Ideas, and Designs, including the overall form, arrangement and — composition of the spaces and elements PRE -FINISHED MTL POWER OPERATED N appearing herein, constitute the original, w N copyrighted work of the Architect Not for SIDING ON BACK �t VENTILATION LOUVERS `� � construction unless all applicable permits are OF PARAPET, BEYOND W obtained Any reproduction, use, or disclosure of -- - = information contained herein without the prior written consent of the Architects is strictly N prohibited. (C) Copyright 2003 by Michael STAND ING SEAM _ SIG MARQUE, TYP. Gleber and Associates PA MTL ROOFING - - _ o ---- - - - - - EACH SIDE PRE -FINISHED MTL. - SCUPPER DRAIN m GUTTER 4 DOWNSPOUT SCUPPER DRAIN -6 CANOPY DOWNSPOUT BY OUINER / G.G. CANOPY DOWNSPOUT - BY OWNER / G.C. COLOR O3 BY OWNER / G.C. 4': CMU COLOR <,> _ - HE. D M -DUTY H.M. DUTCH (PROVIDE 4" HEAD FRAME FOR 1' -4"- - RY COURSING, - - - FA - - - - - - - - - _qT XT. INSULATION - -- - - --- - --- FINISH SYSTEM — - _ UPPER RECESSED WALL W J 4W CESSED MURAL a WALL W Cd TO BE CO RD. BY OWNER COIN CHANGERS CREDIT CARD CONTROL W COLOR 1O OPERATION PANEL BY EQUIP. SUPPLIER REAR ELEVATION ENLARGED FRONT ELEVy4TI0N SCALE: 1/0" P--0` SCALE: I/8 I -0 1 A-3 Qf T/ PARAPET - T/ PARAPET +20'-lID" APP. LINE OF ROOF, +20`-10" A.F.E. T+iSa aA- _ _ _ 2 T BEYOND WALL - -is P6 RAFT T NEON L IC-�NT CAN L ; ___ T/ PARAPET STUCCO PARAPET 7/ OFF. EARAPET __ 3 DEEP COLOR \2 C13 - . - . - .. - . - + 6 `- lID" AP +16' -10" AF - - - - .. - 18 PO RA.F.F W 13 - - - -- --- - -- - + '- " - IN51DE 4 OUT a PE V .` �Pr 4RAP T_ T/ BAY PARAPET .. _ - - T/ 5IGN PAS-1 _ _ _ — PURPLE NEON C3'-�"� � �m 0 STUCCO Y'-0" AP +I'-0" A1= -- - T/ 51CsN PAR. —_ - _ _ .. - ---- _ _ +12'-ID" A.F.F. T/ RO T/ ROOF \ - - -AFF. M Qf u' . -. , _ +12i�Sii AP +12'-8" APP. - --- \_ - - - - - - -- F--- - 0 w STUCCO - - cc 11777=111 0- B/ SIGN PAR _ - -- -+g -0 .APP. Y 805E NEON C4'-9") � � O +S -0 APP. --_ B/ S10" PAR S" CMU, BILLBOARD - - - - - BILLBOARD LL G SCORED _ Vxlro' - _ _ _ _ _ _ =1 _ - _. -_ -- S xlro _ CL C _ - _ ._ Cal - - - — - - - F+ff LANDSCAPE PLANTER ~ CONTROL KIOSK AUTO AREA, RE: L-SCALE BAYS, BEYOND 3" 2 -ID PLAN, SHT. A-1 3" 3• LEST ELEVATION RIGHT ELEVATION NEON CAN DETAIL 0 . _ C i SCALE: I/0" = 1 -��� SCALE=. I/& = I' O SCALE; N. .5. DATE: zi� DATE: A DATE: THIS AREA TO RECEIVE 2"A2" TREATED W/PINK BREAK METAL MTL FASCIA AND STRUCTURE BY 2 _ � 2 Z DATE: DATE: DATE: REVISIONS: RELEASED FOR: PERMIT DATE: 07/24/03 TO GRADE _ PROJECT: HBC-030-03 _ - all A AM all A COLOR - 3 A-3 DETAIL 5AY ELEVATION FRONT FAINT COLOR SCHEDULE fT of 22 fi= SCALE: 1/a" = 1'-0" SCALE: NJS. Er CANOPY MANF'R FABRIC AWNING AT -- V - YELLOW STRIPE 4 TEXT VEND ING BANK — WALL, RE: PLAN, SHT. A-1 all CMU I- \ TRASH REC=r_ I E COVER W/ MATT CLIPS, BY EQUIP. SUPP. VACUUM MACHINE BY EQUIP. SUPPLIER, \ TYP. DOWNSPOUT REAR OF COLUMN, ROUTED THROUGH CONCRETE CAP 4 CMU BASE I i; COLOR SCHEDULE NOTE: ALL COLORS TO BE COORDINATED WITH THE OWNER. NO. COLOR MFG. NAME/COLOR NO. 2\ 33 WHITE PURPLE PINK TURQUO (SE PRE -FIN. METAL CAP, SLOPE.TO DRAIN, TYPICAL PRE -FIN. MTL. PANEL W/ CLOSURES TOP 4 BOTTOM, CONTINUOUS CONTINOUS METAL FLASHING. MINIMUM S" FROM FINISHED ROOF STEEL ROOF 4 STRUCTURE RE: STRUCTURAL \ STRU U L LEDGER RE: STftU URAI ,471C 5FACE 12"' STL. JOIST FOR 5RACING 4 MARQUE CANOPY. RE: STRUCTURAL 0 0 SUSPENDED ACOUSTIC SYSTEM FILM -FACED F. PANELS W/ MOISTURE RESISTANT GRID STEEL FRAMING AT CAI` FOR FASCIA AND SOFFI SUPPORT, TYPICAL - PREFINISHED METAL SG 5Y CANOPY SUPPLIER MARQUE 'a CANOPY, RE: ELEVATIONS, SHT. A2.1 REFER TO DETAIL 2/3.1 Q RIGHT FOR NOTES C.M.U. WALL 4 FND, 0 0 0 MARQUE W,4LL DETAIL SCALE: 3/4'' = 1'-0" + 25'-2" T.O.P. CONTINUOUS SEALANT CONTINUOUS METAL GUTTER aPERIMETER OF CANOPY EXTENDED PARAPET PRE -FIN ROOF / CANOPY DECK 4 STEEL CLOCK AT CENTER STRUCTURE RE: STRUCTURAL CONTINUOUS STL. RUNNER W/ WOOD BLOCKING k 5/5" STUCCO ON CMU 4 STL. STUDS W/ GYP, SHEATHING, RE: TO ELEVATIONS, SHEET 2.1 CONT. FLASHING 8 COUNTER -FLASHING AT WALL & STUCCO TO CANOPY ROOF THIS AREA TO RECEIVE ROOF DRAIN AND RUBBER ROOF MEMBRANE SLOPPED TO DRAIN i 1 HIGH PARAPET CANOPY SCALE: 3/4"=1'--0" PRE -FIN ROOF / CANOPY DECK 4 STEEL /+tt•'11 [/ -m r-%t— /"Yt"'11 I/-tl It-% A I SI-0" 1,U,45H 5AY WALL DETAIL SCALE: 3/4"=1'-O" PRE -FIN ROOF / CANOPY DECK 4 STEEL 5"X4" DEEP TURQUI$E 5��, i.-•ti-, -- - .- r n tr i..ti ir, t FINISHED GALV. 22 GA. META CHANNEL W/ 1/2"HEM5, ATTACH W/ 10 TEK SCREWS 2'-0" O.C. W/ BLUE NEON, CONT. 1/2" HEM, TYPICAL V'X2" DEEP PINK FINISHED GALV., 22 GA. METAL CHANNEL W/ 1/2" HEMS, ATTACH W/ 10 TEK SCREW$ 2'-0" O.C. W/ ROSE NEON, CONTINUOUS PRE -FIN. MTL. FASCIA STEEL PURLINS 4 BRACING RE STRUCTURAL. L COLUMN GR. .AM FULL 4 SIDE FOR 4AGE )NRY WALLS 4ND AUTO _-1E I VE F.R.P. :D SIl CMU. 'AINT ALL :6, TYPICAL CTURAL ET CANOPY SCALE: 3/4"=1'--0" TREATED 2x8 ANCHORED TO 0" CMU BOND BEAM W/2 -#4 RE54R GROUT FILL MTL STRUCTURE AND ROOF CANOPY DECK RE: STRUCTURAL — PRE -FINISHED METAL SOFFIT PANEL, TYPICAL 0 EXPOSED CANOPY AREAS FFE -FIN. MTL. FASCIA =L PURLINS 4 BRACING STRUCTURAL. Em PRE -FINISHED MTL, CAP± SLOPE TO DRAIN -FLASHING 4 COUNTER FLASHING -t WALL/ROOF EDGE, CONTINUOUS MTL ROOFING VINYL -FACED BLANKET INSULATION, CONT. EQUIPMENT ROOM ROOF STRUCTURE, RE- STRUCTURAL STRUCTURAL ROOF LEDGER± REFER TO STRUCTURAL VACUUM BEYOND COLUMN 5Y CANOPY MFG'R., BEYOND � O C0 O O.I O C 0 0 0 0 CAST CONCRETE FOUNDATION Q CMU 4 CANOPY STRUCTURE, RE: STRUCTURAL VACUUM WALL DETAIL SCALE: 3/4" = I'-O" CONTINUOUS TREATED 2x8 PLATE W/ 5/5" A.B. S'- 011 O.C. + 20'-10ll CONTINUOUS 5OND SEAM W/ 2 -#4 D IA. CONT., GROUT FILL ui W CAP AT LOWER PARAPET, BEYOND CMU WALL PAINTED a" SCORED CMU WALL � VERT4 BAR 48" OC. FILL (Z EXTERIOR INSULATION 4 CELLS BARS STUCCO ON CMU, RE: TO } ELEVATIONS, HORIZONTAL TRUSS TYPE MASONRY REINFORCING AT 16" O.C. 4" CONC, SLAB W/ &X6 10-10 WWM ON 4" MIN COMPACTED EASE OVER COMPACTED SUB -GRADE OR FILL. FOOTINGi REFER TO S' 4 EQUIPMENT R CM/OFFICE WALL DETAIL' SCALE: 3/4"=I'-0" CEILING HGT. 0 0- OPENING FOR WASTE RECEPTACLE 4" CONCRETE CAP r ,t :jx CV VARIES W/ SLOPE IN PAVING ROU1'F ALL CONDUIT BF -LOW 'GRADF IN 'FOUNDATION OF, EaEIOOW PRE -FIN. METAL CAP, SLOPE TO DRAIN CONTINOUS METAL FLASHING 4 COUNTER -FLASHING. MINIMUM 0" FROM FINISHED ROOF STEEL ROOF 4 STRUCTURE RE: STRUCTURAL Michael Gleber & Associates, P.A. Architecture, Interiors, Planning 918 NE 20th Avenue Ft. Lauderdale, FL 33304 954 523-4450 FL License AR 0013490 NCARB No: 39794 O 2003 Michael Gleber & Associates. PA The professional services of the designer and/or Architect are undertaken for and are performed in the interest of the project owner. No contractual obligation is assumed by the designer and / or the Architect for the benefit of any other entity involved in this project. Existing conditions: The designer and / or Architect disclaims any responsibility for the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the architect's seal This drawing has been prepared by the Architect or under the Architects direct supervision This drawing is provided as an instrument of services by the Designer / Architect and is intended for the use on this project only. Pursuant to the Architectural Works Copyrighted Protection Act of 1990, all Drawings, Specifications, Ideas, and Designs, including the overall form, arrangement and composition of the spaces and elements appearing herein, constitute the original, copyrighted work of the Architect. Not for construction unless all applicable permits are obtained Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architects is strictly prohibited. (C) Copyright 20M by Michael Gleber and Associates PA co CIS W J F- w 0 x N— U cla s STRUCTURAL LEDGEIR RE: 'C �1 STRUCTURAL � -- 14TT I C 5FACE 12"' STL. JOIST FOR 5RACING 4 (10 a V Cm MARQUE CANOPY. RE: Z to O STRUCTURAL _O. W m LL Cr a cc Qm 0 0 :�. (a (D cc _ .1L CO m .0 H SUSPENDED ACOUSTIC CLG. - SYSTEM FILM -FACED F. G. PANELS W/ MOISTURE RESISTANT GRID -- --- J\ DATE: ---------- 5 REFER TO DETAIL 2/3.1 6 LEFT FOR NOTES CM.U. DATE: WALL '� FND.DATE: DATE: ADATE: — AL DATE: 0 0 0 EQUIPMENT ROOM WALL DETAIL 2 REVISIONS: I RELEASED FOR: PERMIT DATE: 07/24/03 PROJECT: HBC-030-03 A 4 17 OF 22 3 0 i r R 2" YTR FOR SEDIMENT TANK ROOF FLAN SCALE: 'N:T.5. tt PRE -FINISHED METAL SOFFIT PANELS a UNDERSIDE OF CANOPY, TYPICAL GANTRY a AUTO WASH BAY, BY EQUIPMENT SUPPLIER BOOM ATTACHED TO CMU WALL FOR POWER/WASH PIPING TO GANTRY, TYPICAL EA. AUTO WASH BAY REELECTED CE IL. INCH SCA LE: N.T.a. ° PERIMETER FASCIA SYSTEM STIR ROOF COL., BELOW ° --------------- - - - -- 17 VAC STORAGE STRUCTURE BELOW 14'-011 T. 0. W. ---- SCUPPER a ROOF GUTTER SEAL GUTTER a CMU WALL - PROVIDE CONTINUOUS FLASHING 4 COUNTER FLASHING - - - - - - - PIPING DROPS TO z CMU WALL,_—, WASH EQUIP. BELOW, 2" VTR — — A 3 BELOW TYPICAL \ � \ \ ill-$11 j � •• i ROOF SLOPE T.O.M.ROOF I SLOPE ROOF i SLOPE ROOF i SLOPE I 1/2.-12 PITCH 1/2:12 IPITCH 1/2:12 PITCH 101110 X 6"H, 22 GA, GALV. 1/2.12 PITCH METAL DUCT CHASE FOR EQUIP - PIPING, W/ REMOVABLE COVER. 101-101, �_ 211 VTR CONTINUOUS SEALANT 50TH T.O.P. i SIDES a ROOF DECK --- - 413-- -- - - - - - - - - - - - -- ----------0-===___ ____====�7====_____________ - --------- -----0-----------------�---- - --------- II 18'-6" T.O.P. + FRONT WALL 2(�'-8" T.O.P. MARQUE BELOW PRE -FINISHED MTL. DOWN POUT, TYF I. OF 4 CANOPY COLUMN, TYPICAL 13 0 0 _0 STEEL ROOF PURLN, RE: STRUCTURAL 0 T/ BEAM a EQUIPMENT v RM: + IV-811 AFF CMU WALL BELOW TOW is 8'-011 AFF r-. ■ ■ ., o 0 0 0 0 0 L,4Y- IN GL'x e 101- 011 ,AFF MTL 50FFIT PAN3=L5 BOOT" 15 a WAX § t: hK=IH W/ REINFORCED GMU WALL HOSE WAND, TYPICAL 0 0 t/I t/I IV TYPICAL UN.O. Michael Gleber & Associates, P.A. Architecture, Interiors, Planning 918 NE 20th Avenue Ft. Lauderdale, FL 33304 954 523-4450 FL License AR 0013490 NCARB Na 39794 O 2003 Michael Gleber & Associates. PA The professional services of the designer and/or Architect are undertaken for and are performed in the interest of the project owner. No contractual obligation is assumed by the designer and / or the Architect for the benefit of any other entity involved in this project Existing conditions: The designer and / or Architect disclaims any responsibility for the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts_ of the project, which do not bear the architects seal. This drawing has been prepared by the Architect, or under the Architect's direct supervision. This drawing is provided as an instrument of services by the Designer / Architect and is intended for the use on this project only. Pursuant to the Architectural Works Copyrighted Protection Act of 1990, all Drawings, Specifications, Ideas, and Designs, including the overall form, arrangement and composition of the spaces and elements appearing herein, constitute the original, copyrighted work of the Architect Not for construction unless all applicable permits are obtained. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architects is strictly prohibited (C) Copyright 2003 by Michael Gleber and Associates PA O c d O d. c J H f- o wLLJ .� _ C cc m a NOTE: EXPOSED STEEL TO BE FINISHED/GALVANIZED BY CANOPY M CIS LGOMPANY_--------- V > ed Z Wcis O 00 � m � ag 0mCIS =.1cv� m t 0 0 DATE: I DATE: 4� DATE: 4� DATE: 2 DATE: 0 0 RELEASED FOR: PERMIT DATE: 07/24/03 PROJECT: HBC-030-03 A 5 2 18 OF 22 4 I • NOTE: ALL INFORMATION SHOWN 15 DIAGRAMATIC WITH LAYOUT, SIZES AND DATA PROVIDED FOR OWNER'S USE. ALL WORK TO BE COORDINATED WITH THE OWNER, LICENSED ELECTRICAL CONTRACTOR, AND THE GENERAL CONTRACTOR I. COORDINATE ALL WORK AND ALL ELECTRICAL EQUIPMENT REQUIREMENTS, FIXTURES, AND EQUIPMENT WiTH THE OWNER, AND SERVICE ENTRY WiTH LOCAL UTILITY. 2. ALL ELECTRICAL WORK TO CONFORM TO THE NATIONAL ELECTRIC CODE (NEC), LATEST EDITION, AND COMPLY WiTH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. Michael Gleber & 3. COORDINATE ALL RECEPTACLES iN MILLWORK AS REQUIRED± ALL OWNER SUPPLIED EQUIPMENT, AND ALL PLUMBING FIXTURES AND HVAC EQUIPMENT REQUIREMENTS. VERIFY ALL LOCATIONS AND POWER Associates, P.A. REQUIREMENTS. 4. ALL CARWASH EQUIPMENT TO BE PROVIDED BY THE OWNER 4 INSTALLED BY OTHERS. ELECTRICAL Architecture, Interiors, Planning CONTRACTOR TO PROVIDE ALL CONNECTIONS, CONDUIT, WIRING, 4 RECEPTACLES AND MAKE FINAL HOOK-UPS. COORD. ALL REQUIREMENTS WITH THE EQUIPMENT SUPPLIER 4 THE OWNER. 918 NE 20th Avenue 5. CIRCUIT AS NECESSARY TO COMBINE CIRCUITS IN COMMON CONDUIT. Ft. Lauderdale, FL 33304 6. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ALL LIGHTING FIXTURES UNLESS NOTED OTHERWISE 954 523 4450 O AND ALL LAMPS. i. ALL ELECTRICAL CIRCUITS SERVING RECEPTACLES AT COUNTERTOPS TO BE PROVIDED WITH A 5 FL License AR 0013490 MILLIAMP GROUND FAULT INTERRUPTER NCARB No. 39794 8. ELECTRICAL CONTRACTOR SHALL BALANCE LOADS BETWEEN PHASES AND PROVIDE WRITTEN PROOF TO © 2003 OWNER. Michael Gleber & Associates. PA aELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS, INCLUDING CONNECTIONS TO OWNER FURNISHED EQUIPMENT. CONTRACTOR RESPONSIBLE FOR PROVIDING A COMPLETE AND WORKING The professional services of the designer SYSTEM and/or Architect are undertaken for and are 10. ALL ELECTRICAL GEAR SHALL BE ITE SIEMENS, SQUARE D, OR GENERAL ELECTRIC. performed t the interest of the project owner. No contractual obligation is assumed by the 11. MAIN DISTRIBUTION PANEL 4 ALL PANELS TO BE NEMA-1 CONSTRUCTION. ALL PANELS TO BE designer and / or the Architect for the benefit FURNISHED WITH EQ. GROUND BUS, COVER DOOR, ETC. of any other entity involved this project. Existing conditions: The designer and / or 12. ALL CONDUCTORS SHALL BE COPPER, THHN OR THWN INSULATED. Architect disclaims any responsibility for the 13. PROVIDE A PULL WIRE FOR EACH EMPTY CONDUIT. existing building structure, site conditions, existing construction elements, or any other 14. ELECTRICAL CONTRACTOR SHALL INSTALL WALL BOXES, GANG PLATES AND 3/4" CONDUIT STUB -UP FOR documents, drawings, or other instruments USE BY TELEPHONE AND COMPUTER SUB -CONTRACTORS AS REQUIRED. COORDINATE WITH OWNER related to or intended to be used for any part or parts of the project which do not bear the 15. ALL SWITCHES SHALL BE THE QUIET OPERATING TYPE. architect's seal. 16. ALL BREAKERS SHALL BE 517-ED TO WITHSTAND THE AVAILABLE FAULT CURRENT. CONTRACTOR TO This drawing has been prepared by the Architect or under the Architects direct SECURE FAULT CURRENT INFORMATION FROM THE LOCAL UTILITY. supervision. This drawing provided aan 11. ALL INTERIOR CONDUITS SHALL BE EMT WITH COMPRESSION FITTINGS. SET SCREW FITTINGS / instrument of services the Designer / Architect and is intended for the use on this ACCEPTABLE ONLY AS AUTHORIZED BY OWNER project only. Pursuant to me Architectural 18. ALL EXTERIOR CONDUITS SHALL BE ALUMINUM RIGID, OR SCHEDULE 40 PVC. works Copyrighted Protection Act of all Drawings, Specifications, Ideas, and Desigesig all 19. ALL UNDER5LA5 CONDUIT SHALL BE SCHEDULE 80 PVC, 3/4" OR LARGER including the overall form, arrangement and 20. A COPPER GROUND WIRE SHALL BE RUN WITH ALL CIRCUITS. CONDUITS SHALL NOT BE USED AS A composition of appearing hereiR spaces and elements n, constitute the original, GROUNDING CONDUCTOR 21. VERIFY 51ZE OF CONDUIT(5) TO VACUUM ISLAND 4 AUTO WASH BAY COIN OPERATOR 4 ALL WASH copyrighted work of the Architect Not for obtained. n r unless all applicable permits are obtained. Any reproduction, use, or disclosure of ° ° ° ° ° ° EQUIPMENT 4 CONTROLS WITH THE EQUIPMENT SUPPLIER AND THE OWNER IDED WITH information contained herein without the prior written consent of the Architects is strictly 22. EVERY OTHER BAY LIGHT, ALL 01UN LIGHTING, 4 LANDSCAPE LIGHTING TO BE PRY prohibited. (C) Copyright 2003 by Michael PHOTOCELL CONTROL. BACKUP WITH DIGITAL TIMER ON ALTERNATING CIRCUITS TO BE COORDINATED Gleber and Associates PA WITH OWNER 23. PROVIDE MINIMUM THREE (3) SEPARATE PHONE LINES TO BUILDING FOR COMMUNICATION 4 EQUIPMENT CONTROLS. PROVIDE FOR FUTURE SEPARATE PHONE LINE TO ATM LOCATION. COORD. WITH OWNER. 4 i - TELEPHONE/VOICE LINE (� 3/4" CONDUIT W/ l - OUTGOING MODEMUJP -_-- iiOv POWER to I - LNINCOMir G MODEM VACUUM, TYPICAL 1 - FUTUREc (Automma Teller Machine) STOPACTL NOTE: IF "SWIPE IN' CLEAN" SYSTEM IS NOT USED, PROVIDE TWO (2) OUT -GOING MODEM LINES FOR AUTOWASH CONTROLS. COORD. W/ OWNER � 24. PROVIDE CONDUIT TO EACH LANDSCAPE ISLAND AREA FOR LIGHTING 4/OR POWER COORDINATE WITH C 0 # # 25. PROVIDE CONDUIT(S) FOR COMMUNiCATION 4 POWER TO ISLAND AREA FOR FUTURE ATM. � Z ° COORDINATE EXACT LOCATION AND REQIREMENTS WITH THE OWNER �. - ° 26. PROVIDE CONDUIT VOR WIRING AS REQUIRED FOR SECURITY 4 SOUND SYSTEM COMPONENT _ INSTALLATION COORD. WITH OWNER 4 SUPPLIER(5). f— SOUND SYSTEM: 12 SPEAKERS POLE 4 CEILING MOUNTED w 1 AMPLIFIER/MIXER (UMA 60T iI W/ C.D. LEADS � I T.V. DIRECT BOX 4 ROOF MOUNTED DISH O (0 2 CIRCUITS FOR COKE MACHINES SECURITY SYSTEM: E CAMERAS, Incl. 2 MiNI CAM'S - WALL 4 CLG, 0. MONI3/4" CONDUIT FOR 3/4" CONDUIT FOR 2 VCR'S, MOUNTED COMMUNICATION WIRING COMMUNICATION WIRING — J a, EA. VACUUM TYPICAL 2-f. PROVIDE CONDUIT IN FRONT OF, SELF-SERVICE BAYS FOR FUTURE VACUUMS AT STAGING AREA. � y VENDING BANK UNIT, ( ROUTE TO S 'M C UNIT) (ROUTE TO SWIPE 'M CLEAN COORDINATE WITH OWNER Cf+-, MARK 4 DOCUMENT FOR FUTURE LOCATION 4 USE. R UNIT) GENER,4L ELECTRICAL NOTES 2 W SYM50LS DESCRIPTION SYM50LS DESCRIPTION PROVIDE 3/4" CONDUITS TO LANDSCAPE/SITE LIGHTING 120V EDUI}�I_-E X OUTLET -(- FECE �' SED CAN LIGHT COORD, TIMER 4 PHOTOCELLS CONTROLS W/ OWNER `1� (he", , ,/_\.F.F_J - 220V OUTLET 1100 OUADU1r-LEX CUTLELM `E +, T[�LEFk—I0NF/C0l�IMUNICATiON ♦ EXI1 4 EMEFi�nENCY LIGHT � ; ca cc DISCONNE F C�E'l--DUTER OUTLET - _ _ - © UTILITY 2 E�AI�IF PIXfiUFRE (4'/(5'> METE Z � m O 4'x8' TELEPHONE/COMMUNICATION x 4 FOL.I�� (4) LAi$iF S1:DOT LIGHT W ttf V' IIOv/Iph/30 amp# B, ,A' PANEL BOARD, 3/4" PLYWOOD M GRGUITFOR cc W v POWER a ATTACHED TO WALL I-_ I N I X T U�= � �' NEWS AT _ _ EQUIPMENT ROOM 'r ' X4. bo2am//3pnr10amp 2 2 ��UF (?� h/�1�°( NOTION IDETEC OF / ACTIVATOR d+� CIRCUITS TO 6 SAY l: A Y- I N F I X T U FR E= CL SPOT LIGHT AT SPOT LtW AT T.vx CEILING LEVEL CEILING LEVEL RACK I EACH BAY wac CONTROLSMAY AT SS »402T_:=R SAVEREQUIPMINT I F 1 � � / 24 220v/3pM25 T E__ A'S 5 L E N 3 amp CIRCUITS TO AUTOMATIC PUMP STAND uwr O lb 220v mp AREA EACH AUTO CIRCUITS BAY. OEIDEDICATED 10Ilov/tph/20amp nfx nVERSE 08 vals CIRCUIT FOR UNIT GENECONTROLS AT EQUIP. ROOM * 110vAph130 a i AUTO EQUIPMINT CIRCUITFOR GENERAL R NEEDS AT ELECTRICAL SYM50L6 ELEC. RECEPTICAL FgDtYs EQu1FMENr 6 ' AurorwTlc � TATK �C'AL�: V8" = 1'-D" DATE: FOR BUBBLE MACHINES, SPOT LIGHT AT 3D SPOT L1W AT " trr ENTRY CYCLE CEILING LEVEL CEILING LEVEL3D 3/ " IT FOR 2 _ L VOLTAGE WIRING, 5 TY AL a EA. CONTROL 4- 93/0 iN 2" c DATE: EXH. FAN ix IjN e ING ---- ---- -- — -- -- -- — — TOILET ' ILA57ER 4- 03/0 M 2" GA� I" CONDUIT FOR s, t34 COMMUNICATION - 42" 4- +3/0 IN 2° c DATE: u1P FOR COMM. 3/4" CONDUIT, CAP FOR FUTURE USE FOR -- L - - 3/4" CONDUIT FOR COMM. 3/4 CONDUIT R / WIRING TO 5'N'C UNIT WIRING, TO $ N C UNIT, VACUUM EQUIPMENT g STAGING AREA PANEL A PANEL B PANEL c wP TYPICAL EACH CONTROL DATE. • UNIT GROUNDING � 20ma wi MAN 200a wi riarN 2�a w/ MAIN 2- 3/4" CONDUITS TO AUTOWASH *h 31* 2 CMU PILASTER izm am13 R noav nm R DATE: CONTROL PANEL 3/4" CONDUIT TO PULSE FROM ENTERING ELECT. PANEL c/r METER TO 7U ACTIVATES WASH TO BEGIN O 1 DATE: S AND THE STOP Slc�l RN OFF 2 SET OF REVISIONS: 4 X 300 KCM ►2/0, 3/4" G M 2 - 35" G WATER LINE GROUND SDLG STEEL GROUND _: , , _ - _ . • RELEASED FOR: PERMIT TO GU PAD MOUNTED DRIVEN GROUND w/ TRAN6F0RI'IER s/a" x a' COPPER DATE: 07/24/03 GROUND ROD PROJECT: HBC-030-03 WP 3/4" CONDUIT FOR POWER TO DECORATIVE LIGHT FIXTURES - WEATHER-PROOF OUTLET IN NEMA RATED BOX e LANDSCAPE PLANTER, TYP. ENTRY R16ER DIAGRAM RAM 1s of 22 FOWEIR FLAN SCALE: I/a" SGALEE 1/8" = 1'-0" .rt PPIIIIIIIIIIII 'KIIIIIIIIIIII 4 GAS METER 2 VTR SEDIMENT/SAND TRAP, COORD, W1 LOCAL UTILITY 4 HEALTH DEPARTMENT COTG Michael Gleber & SANITARIAN Associates, P.A. Architecture, Interiors, Planning 918 NE 20th Avenue EXTEND b" S.S. TO CITY MAIN Ft. Lauderdale, FL 33304 954 523-4450 (oil FIL License AR 0013490 NCARB No: 39794 2" VTR 2003 411 Michael Gleber & Associates. P.A. The professional services of the designer and/or Architect are undertaken for and are IRR WATER TO performed in the interest of the project owner. X, EQUIP. ROOM No contractual obligation is assumed by the C> > designer and / or the Architect for the benefit Fl7> of any other entity involved in this project ' Existing conditions: The designer and / or WC, Architect disclaims any responsibility for the existing building structure, site conditions existing construction elements, or any other <<- L dxcuments, drawings, or other instruments related to or intended to be used for any part or parts of the project which do not bear the architects seal. This drawing has been prepared by the < _ I is I -_ 'zlk' Architect, or under the Architects direct supervision. This drawing is provided as an instrument of services by the Designer t and is intended for the use on this Architect < < project only. Pursuant to the Architectural Works Copyrighted Protection Act of 1990, all Drawings. Specifications, Ideas, and Designs, including the overall form, arrangement and composition o osition of the spaces and elements appearing herein, constitute the original, 3/4" DOM. SERVICE copyrighted work of the Architect Not for are TO TOILET AREA construction unless all applicable permits r obtained. Any reproduction, use, or disclosure of information contained herein without the prior 411 written consent of the Architects Is strictly 3/4" BALL VALVE prohibited. (C) Copyright 2003 by Michael 2" TO WASH EQUIPMENT /-----NOTE- PRESSURE REGULATOR NOT REQUIRED IF PRESSURE Gleber and Associates PA - - -------- 15 BELOW 15 P.51 2" BALL VALVE C0TG 3/411 SERVICE ENTRY 41"" WATER METER L 211 UNION PRE66URE REGULATOR C (WIL 500-20) METER 2:: 2" I E L CIS Y STRAINER BACKFLOLU PREVENTOR a2" UNION (WIL Y,55i;R2) (WIL '31r220) MOUNT W1 CLEARANCES !// Y WALL 4 FLOOR AS REQUIRED BY CODE 2" BALL VALVE E 0. 2" SUPPLY ■_ 'AIR GAP 12 " ABOVE DOOR THRESHOLD E IRI-SER IDIAGRAM R15ER DIAGRAM, SCALE, N.T,5. SCALE: N,TS. ------- --- -------- F L U M 5 1 N G N 0 T E 5 (PROVIDE HYDRANT a IM WATER TO NOTE. ALL INFORMATION SHOW 15 DIAGRAMATIC WITH LAYOUT, SIZES AND DATA PROVIDED FOR DINERS VAC AREA STORAGE ROOM EQUIP. ROOM USE. ALL WORK TO BE COORDINATED WITH THE DINER, LICENSE[) PLUMBING CONTRACTOR, AND THE 4 SUPPLY TO WRINGER) GENERAL CONTRACTOR 1. COORDINATE ALL WOW AND ALL PLUM5IW_, REQUIREMENTS, FIXTURES AND HARDWARE WITH THE OWNER, - — - — - — - 2. ALL PLL'&W.i WORK TO CONFORM TO THE FLORIDA BUILDING CODE, LATEST EDITION (FRCP 2001) AND COMPLY WIT:4 ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. 3- ALL SANITARY SEWER PIPE SHALL BE SERVICE WEIGHT, CAST IRON HUB AND SPIGOT TYPE WITH INTERNAL LM AND EXTERNAL ANTI -CORROSION COATING OR SCHEDULE 40 PVC DWV PLASTIC PIPE. ALL ABS/PVC Cc ELASTIC PIPING SHALL ADHERE TO THE INSTALLATION STANDARDS SET FORTH IN ASTM D-2321. 2"SUPPLY IRR. 4. ALL DOMESTIC WATER PIPE ABOVE GRADE SHALL BE TYPE L' COPPER WITH I" INSULATION ON HOT 4 COLD Cd 4>9 Cis HYDRANT WATER LINES. USE ONLY LEAD FREE SOLDER ON DOMESTIC WATER APPLICATIONS. BELOW GRADE PIPING SHALL BE TYPE 'K' COPPER 1111C z 4"5. ALL FLOOR DRAINS AND FIXTURES SHALL BE VENTED, 09 411 ro. ALL COND ENSATE Im NDEN6ATE PIPING SHALL BE SCHEDULE 40 PVC. 0 WATER IRR. METER METER I. ALL GAS PIPING UNDER PAVING OR CONCRETE SHALL BE SLEEVED IN 4" DIA VENTED PIPE. PIPE SHALL BE c' 0 ca VENTED TO ATMOSPHERE. ---------- - 0 - -- --- -------- ------ ------ 8. PIPING LAYOUTS AS INDICATED ARE DIAGRAMATIC ONLY AND MAY BE VARIED AT THE CONTRACTORS 0- . ..... - ------ ---- _ - -------- - - OPTION UNLESS SPECIFICALLY NOTED OTHERWISE IN DRAWIN OR SPECIFICATIONS. C �wil G5 COORDINATE INATE ALL >b CIS ---- ------ 4., LAYOUT AND INSTALLATION WITH DINER 0 `1 INSULATE ALL HOT AND COLD WATER LINES IN THE ATTIC SPACE. REFER TO NOTE 4 ABOVE.OL 411 3/41, TYPICAL 10. CAR WASH EQUIPMENT TO BE PROVIDED BY OWNER 4 INSTALLED BY OTHERS. CONTRACTOR TO I COORDINATE 4 PROVIDE FOR ALL HOOK-UPS. COORDINATE WITH OWNER AND EQUIPMENT SUPPLIER 411 72� Cd J ---------- - - ----- - ----- -- ----------- . ........ 0- 11. FURNISH 4 INSTALL DRIP LEGS4;lRAIN COCK$ AT LOW POINT OF ALL GAS PIPING BRANCHES AND DROPS. 0 EXTEND TO 12. REFER TO EQUIPMENT SUPPLIERS DRAWINGS FOR RADIANT FLOOR HEAT SYSTEM LAYOUT AND - -- - ---------- I.LANDSCAPE REQUIREMENTS. COMPONENTS TO BE PROVIDED BY OTHERS AND INSTALLED BY THE PLUMBING I[1w 3-1 OFTE'.-H R ----- - - - ---- - - _- ----- --------- I IPLANTER AREAS CONTRACTOR --- 1----- - -- -_- -- ---- -- - - - ------- ------ -- --------- - -- 7 F 19 SIDES 4 13. PROVIDE 1/2" HOT WATER LINE, INSULATED, TO LAVATORY AT TOILET RO AREA OM RE FROM 501LER(5) AT it i; FRONT OF SITE EQUIPMENT ROOM. it VT\R \ i I I' /' j\ 211--VT RI R U 21, ---------- - - PLUMBING FIXTURES 311 FI) -J T MAW, FIXTURE TYPE DESCRIPTION 12 !I DFW N FO /6\ WC WATER CLOSET U41TE VITREOUS CHINA WITH OPEN FRONT SEATLE65 COVER ROU6H-IN 4" �ER �A41NW HYD AlGt 1W (oil Rr, E RANT DATE: !T,.\< !WASH TRENCH SANITARY SEWER AND 1/2" CITY WATER CONNECTIONS. C BA$fN LAV LAVATORY WHITE VITREOUS CHINA WITH FAUCET WITH WRIST BLADE HANDLES AND P- - --------- TRAP. ROUGW-IN 2" SANITARY SEWER AND 1/2" CITY WATER AN Int' HOT DATE: T( 'ILET TdA5 WATER PRE -CAST F.D. FLOOR DRAIN WADE W-1102,2" FLOOR DRAIN WITH COVER, OR EQUAL. ­­R, >OF--- Is -AqT0 RU WALL ------- CONCRETE TH W BA Y$,' NN, HEAT PUMP CATCH -BASIN, C.O. CLEAN OUT DATE: :iW H OFF 1 C I SANITARY SEWER CLEAN -OUT, AT FLOOR OR WALL AS APPROPRIATE, OR AS i i A50VE COUNTER TYPICAL INDICATED. PROVIDE AT END OF ALL BRANCH LINES AND AT CHANGE IN DIRECTION OF MAIN TRUNK zj!, ------------- ------ zi� ----------- DATE: - --------- - ---- --- CITY AND HOT WATER CONNECTIONS. PROVIDE UNIT WITH ASME EXTEND 90 WH WATER HEATER GAS 5OILER/WATER HEATER. COORDINATE SIZE WITH OWNER RCUGH-IN TO CITY MAIN C) I 411 0 (11 0 0 TEMPERATURE AND PRESSURE RELIEF VALVE. PIPE TO NEAREST DRAIN 2 AV il DATE: (oil ------------------ j MECHANICAL N 0 T 5 2" DRAIN TO CATCH BASIN FROM EQUIP. WASH HOLDER 0 NOTE. ALL INFORMATION SHOWN 16 DIAGRAMATIC WITH LAYOUT, SIZES AND DATA PROVIDED FOR OWNER'S DATE: J- I ------ I RE: FLOOR PLAN, 6HT A1.1 4 USE. ALL WORK TO BE COORDINATED WITH THE OWNER, LICENSED MECHANICAL CONTRACTOR, AND THE DTL. 3/AI2. TYPICAL 3 EACH REVISIONS: 5.5. BAY GE NERAL CONTRACTOR I. COORDINATE ALL WORK AND ALL MECHANICAL EQUIPMENT REQUIREMENTS WITH THE OWNER 2. ALL MECHANICAL WOW TO CONFORM TO THE FLORIDA BUILDING CODE, LATEST EDITION (F5CM 2001) AND RELEASED FOR: PERMIT COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. 3. PROVIDE MECHANICAL EXHAUST TO EXTERIOR AT TOILET ROOM. DATE: 07/24/03 4. PROVIDE 24" x 24" POWER OPERATED LOUVERS FOR INTAKE AND EXHAUST AIR AT REAR WALL OF EQUIPMENT ROOM. RE: ELEVATIONS, SHEET A21 5. PROVIDE INSECT SCREEN OVER ALL FRESH AIR 4 COMBUSTION AND EXHAUST ENTRANCES. PROJECT: HBC-030-03 (0. PROVIDE FLUE SYSTEM FOR ALL FURNACES, BOILERS, ETC. PROVIDE 4 INSTALL TYPE 'B'METAL FLUE J ------ - MATERIAL. PROVIDE GALVANIZED ROOF CAP. COORDINATE WITH OWNER C it FLUM51NG PLAN 21 OF 22 5CALE: 1/0 1 '-0. GENERAL NOTE's, SCALE: V5" 1'-0' -3 1 4 1/2' AIRLINE 1 1/2" LINE Michael Gleber & Associates, P.A. Architecture, Interiors, Planning 918 NE 20th Avenue 1" LINE Ft. Lauderdale, FL 33304 2" LINE SEE N IN PLAN VIEW LINE 1 LINE LINE -4450 NOTE 954 523 L FL License AR 0013490 NCARB No: 39794 OLD WATER LINE 2003 2 COLD WATER TANK OPEN TO ATMOSPHERE Michael Gleber & Associates, PA The professional services of the designer AUTOMATIC PUMP STAND 1 )/2" COPPEEI-, and/or Architect are undertaken for and are performed in the interest of the project owner. FL AT VALVE No ontractuall obligation is assumed by the 0 0 0 0 0 c 0 0 0 0 0 WATER WATER designer and / or the Architect for the benefit SOFINER SOFTHER of any other entity involved in this project ARCOAL Existing conditions: The designer and / or BRINE Architect disclaims any responsibility for the TANK BACKFLOW PREVENTOR G FILTER existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the INCOMING AIR architects seal. WATER COMPRESSORmca � nr� This drawing has been prepared by the (DT 6 DD (Do Architect or under the Architects direct supervision. This drawing is provided as an instrument of services by the Designer ru Architect and is intended for the use on this project only. Pursuant to the Architectural Works Copyrighted Protection Act of 1990, all Drawings, Spec ifiGations, Ideas, and Designs, including the overall form, arrangement and J composition of the spaces and elements 0 0 0 0 0 gWA" TER TO BE SIZED BY OWNER'S ENGINEER appearing herein, constitute the original, R 7RNEJ S." IR 740"'l-Ell TANK copyrighted work of the Architect Not for 2" MINIMUM 2.5" OR ABOVE RECOMENDED construction unless all applicable permits are obtained. Any reproduction, use, or disclosure of information contained herein without the prior written Consent of the Architects is strictly prohibited. (C) Copyright 2003 by Michael Leber and Associates PA R.O. TANK R.O. TANK 4W 0 W My z W r Cd E EaUIPMENT R15ER DIAGRAM SCALE: N.T-S. pLUM51-NG NOTE NOTE: ALL INp, -q;41ATION SHOWN 15 DIAGRAMATIC WITH LAYOUT, SIZES AND DATA PROVIDED FOR OUNERS USE. ALL WOR-. TO BE COORDINATED WITH THE OWNER, LICENSED PLUMBING CONTRACTOR, AND THE GENERAL CONTRACTOR 1. COORDINATE 41- WORK AND ALL FLUM51NG REQUIREMENTS, FIXTURES AND HARDWARE WITH THE OWNER 2. ALL I*LMINC WORK To CONFORM TO THE FLORIDA WILDING CODE, LATEST EDITION (FRCP 2001) AND LM COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. Lm 3. ALL SANITARY SEWER PIPE SHALL DE SERVICE WEIGHT, CAST IRON HUD AND SPIGOT TYPE WITH INTERNAL AND EXTERNAL ANTI -CORROSION COATING OR SCHEDULE 40 PVC DWV PLASTIC PIPE. ALL ABS/PVC co > cc ELASTIC PIPING SHALL ADHERE TO THE INSTALLATION STANDARDS SET FORTH IN A5TM D-2321, IL V 4. ALL DOMESTIC WATER PIPE ABOVE GRADE SHALL BE TYPE V COPPER WITH I" INSULATION ON HOT 4 COLD WATER LINES. USE ONLY LEAD FREE SOLDER ON DOMESTIC WATER APPLICATIONS- BELOW GRADE PIPING z ) 0 SHALL BE TYPE 'K' COPPER 5. ALL FLOOR DRAINS AND FIXTURES SHALL BE VENTED. (o. ALL CONDENSATE PIPING SHALL BE SCHEDULE 40 PVC. 0 1. ALL GAS PIPING UNDER PAVING OR CONCRETE SHALL BE SLEEVED IN 4" DIA VENTED PIPE. PIPE SHALL BE CC VENTED TO ATMOSPHERE. LM 8 16 0 S. PIPING LAYOUTS AS INDICATED ARE DIAGMAY 5E VARIED AT THE CONTRACTORS RAMATIC ONLY AND I OPTION UNLESS SPECIFICALLY NOTED OTHERWISE IN DRAWINGS OR SPECIFICATIONS, COORDINATE ALL 114— LAYOUT AND INSTALLATION WITH OWNER- im r. : 1. 13. INSULATE ALL HOT AND COLD WATER LINES INTHE ATTIC SPACE. REFER TO NOTE 4 ABOVE. cc 4) 10. CAR WASH EQUIPMENT TO 5E PROVIDED BY OWNER 4 INSTALLED BY OTHERS. CONTRACTOR TO At COORDINATE 4 PROVIDE FOR ALL HOOK-UPS. COORDINATE WITH OWNER AND EQUIPMENT SUPPLIER 11. FURNISH 4 INSTALL DRIP LEGS/DRAIN COCKS AT LOW POINT OF ALL GAS PIPING BRANCHES AND DROPS' MECHANICAL NOTES 0 NOTE: ALL INFORMATION SHOWN 16 D146RAMATIC WITH LAYOUT, SIZES AND DATA PROVIDED FOR OWNER'S USE. ALL WORK To BE COORDINATED WITH THE OWNER, LICENSED MECHANICAL CONTRACTOR, AND THE GENERAL CONTRACTOR, Z� I. COORDINATE ALL WORK AND ALL MECHANICAL EQUIPMENT REQUIREMENTS WITH THE OMER DATE: FLORIDA WILDING CODE, LATEST EDITION (FBC 2001) AND 2. ALL MECHANICAL WOW TO COWORM TO THE COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. MECHANICAL EXHAUST TO EXTERIOR AT TOILET ROOM. Z� 3. PROVIDE EXHAUST AIR AT REAR WALL OF DATE 4. PROVIDE 24" x 24" POWER OPERATED LOUVERS FOR INTAKE AND E EQUIPMENT ROOM. RE: ELEVATIONS, SHEET A2.1. AND EXHAUST ENTRANCES. 5. PROVIDE INSECT SCREEN OVER ALL FRESH AIR 4 COMBUSTION (o. PROVIDE FLUE SYSTEM FOR ALL FVNACE5, 50ILERS, ETC. PROVIDE 4 INSTALL TYPE '13' METAL FLUE DATE: — — — — — — — — — -- MATERIAL. PROVIDE GALVANIZED ROOF CAf:. COORDINATE WITH OWNER, — — — — — — — — — — — — — DATE: A � 71-011 DATE: 71-01t zi� DATE: REVISIONS: RELEASED FOR: PERMIT DATE: 07/24/03 PROJECT: HBC-030-03 22 OF 22 G NERAL NOTES CATCH 15,45IN DETAIL SCALE: N.T.S. SCALE: N.T.S. 1/2' AIRLINE 1 1/2" LINE Michael Gleber & Associates, P.A. Architecture, Interiors, Planning 918 NE 20th Avenue 1" LINE Ft. Lauderdale, FL 33304 2" LINE SEE N IN PLAN VIEW LINE 1 LINE LINE -4450 NOTE 954 523 L FL License AR 0013490 NCARB No: 39794 OLD WATER LINE 2003 2 COLD WATER TANK OPEN TO ATMOSPHERE Michael Gleber & Associates, PA The professional services of the designer AUTOMATIC PUMP STAND 1 )/2" COPPEEI-, and/or Architect are undertaken for and are performed in the interest of the project owner. FL AT VALVE No ontractuall obligation is assumed by the 0 0 0 0 0 c 0 0 0 0 0 WATER WATER designer and / or the Architect for the benefit SOFINER SOFTHER of any other entity involved in this project ARCOAL Existing conditions: The designer and / or BRINE Architect disclaims any responsibility for the TANK BACKFLOW PREVENTOR G FILTER existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the INCOMING AIR architects seal. WATER COMPRESSORmca � nr� This drawing has been prepared by the (DT 6 DD (Do Architect or under the Architects direct supervision. This drawing is provided as an instrument of services by the Designer ru Architect and is intended for the use on this project only. Pursuant to the Architectural Works Copyrighted Protection Act of 1990, all Drawings, Spec ifiGations, Ideas, and Designs, including the overall form, arrangement and J composition of the spaces and elements 0 0 0 0 0 gWA" TER TO BE SIZED BY OWNER'S ENGINEER appearing herein, constitute the original, R 7RNEJ S." IR 740"'l-Ell TANK copyrighted work of the Architect Not for 2" MINIMUM 2.5" OR ABOVE RECOMENDED construction unless all applicable permits are obtained. Any reproduction, use, or disclosure of information contained herein without the prior written Consent of the Architects is strictly prohibited. (C) Copyright 2003 by Michael Leber and Associates PA R.O. TANK R.O. TANK 4W 0 W My z W r Cd E EaUIPMENT R15ER DIAGRAM SCALE: N.T-S. pLUM51-NG NOTE NOTE: ALL INp, -q;41ATION SHOWN 15 DIAGRAMATIC WITH LAYOUT, SIZES AND DATA PROVIDED FOR OUNERS USE. ALL WOR-. TO BE COORDINATED WITH THE OWNER, LICENSED PLUMBING CONTRACTOR, AND THE GENERAL CONTRACTOR 1. COORDINATE 41- WORK AND ALL FLUM51NG REQUIREMENTS, FIXTURES AND HARDWARE WITH THE OWNER 2. ALL I*LMINC WORK To CONFORM TO THE FLORIDA WILDING CODE, LATEST EDITION (FRCP 2001) AND LM COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. Lm 3. ALL SANITARY SEWER PIPE SHALL DE SERVICE WEIGHT, CAST IRON HUD AND SPIGOT TYPE WITH INTERNAL AND EXTERNAL ANTI -CORROSION COATING OR SCHEDULE 40 PVC DWV PLASTIC PIPE. ALL ABS/PVC co > cc ELASTIC PIPING SHALL ADHERE TO THE INSTALLATION STANDARDS SET FORTH IN A5TM D-2321, IL V 4. ALL DOMESTIC WATER PIPE ABOVE GRADE SHALL BE TYPE V COPPER WITH I" INSULATION ON HOT 4 COLD WATER LINES. USE ONLY LEAD FREE SOLDER ON DOMESTIC WATER APPLICATIONS- BELOW GRADE PIPING z ) 0 SHALL BE TYPE 'K' COPPER 5. ALL FLOOR DRAINS AND FIXTURES SHALL BE VENTED. (o. ALL CONDENSATE PIPING SHALL BE SCHEDULE 40 PVC. 0 1. ALL GAS PIPING UNDER PAVING OR CONCRETE SHALL BE SLEEVED IN 4" DIA VENTED PIPE. PIPE SHALL BE CC VENTED TO ATMOSPHERE. LM 8 16 0 S. PIPING LAYOUTS AS INDICATED ARE DIAGMAY 5E VARIED AT THE CONTRACTORS RAMATIC ONLY AND I OPTION UNLESS SPECIFICALLY NOTED OTHERWISE IN DRAWINGS OR SPECIFICATIONS, COORDINATE ALL 114— LAYOUT AND INSTALLATION WITH OWNER- im r. : 1. 13. INSULATE ALL HOT AND COLD WATER LINES INTHE ATTIC SPACE. REFER TO NOTE 4 ABOVE. cc 4) 10. CAR WASH EQUIPMENT TO 5E PROVIDED BY OWNER 4 INSTALLED BY OTHERS. CONTRACTOR TO At COORDINATE 4 PROVIDE FOR ALL HOOK-UPS. COORDINATE WITH OWNER AND EQUIPMENT SUPPLIER 11. FURNISH 4 INSTALL DRIP LEGS/DRAIN COCKS AT LOW POINT OF ALL GAS PIPING BRANCHES AND DROPS' MECHANICAL NOTES 0 NOTE: ALL INFORMATION SHOWN 16 D146RAMATIC WITH LAYOUT, SIZES AND DATA PROVIDED FOR OWNER'S USE. ALL WORK To BE COORDINATED WITH THE OWNER, LICENSED MECHANICAL CONTRACTOR, AND THE GENERAL CONTRACTOR, Z� I. COORDINATE ALL WORK AND ALL MECHANICAL EQUIPMENT REQUIREMENTS WITH THE OMER DATE: FLORIDA WILDING CODE, LATEST EDITION (FBC 2001) AND 2. ALL MECHANICAL WOW TO COWORM TO THE COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. MECHANICAL EXHAUST TO EXTERIOR AT TOILET ROOM. Z� 3. PROVIDE EXHAUST AIR AT REAR WALL OF DATE 4. PROVIDE 24" x 24" POWER OPERATED LOUVERS FOR INTAKE AND E EQUIPMENT ROOM. RE: ELEVATIONS, SHEET A2.1. AND EXHAUST ENTRANCES. 5. PROVIDE INSECT SCREEN OVER ALL FRESH AIR 4 COMBUSTION (o. PROVIDE FLUE SYSTEM FOR ALL FVNACE5, 50ILERS, ETC. PROVIDE 4 INSTALL TYPE '13' METAL FLUE DATE: — — — — — — — — — -- MATERIAL. PROVIDE GALVANIZED ROOF CAf:. COORDINATE WITH OWNER, — — — — — — — — — — — — — DATE: A � 71-011 DATE: 71-01t zi� DATE: REVISIONS: RELEASED FOR: PERMIT DATE: 07/24/03 PROJECT: HBC-030-03 22 OF 22 G NERAL NOTES CATCH 15,45IN DETAIL SCALE: N.T.S. SCALE: N.T.S. UTILITIES DEPARTNIENT: CITY01? SANFORD, FLOR THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORTN,IANCE TO THE Cl SANFORD LAND DEdJ I OPNIENT" CODE AND ANY .SPECIAL REQUIREN OF THE CI'i Y CONI, FS10N. IT SHALL BE THE RESPONSIBILITY 0 DEVELOPER TO CORRECT ANY DEFECT'S IN THE PLANS Oft THE FA( AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLI( CODE RiEQUIRENIENTS. ADMINISTRATWE ACCEPTANCE OF DEVELOPEt'S PLANTS DOE'S NOT CONSTITUTE A WAIVER OF ANY REQUIRENIENT'S NOP DOES IT RELIEVE THE DEVELOPEI RESPONSIBILIT f 1'0 MEET THOSE REQUIREMENT'S. THIS SPI APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FRONI THE DATE B APPROVED BY: PGt�.�- A�a� DATE: ! v/ _3 / / V 3 SPECIFIC CONDITIONS: . _ _. .. __ _ _ ,r-__-�, _. _ . - ..._,� _ r., , ;-- '- - �. :. .-xx t- -.. _.. __ .-...._ _ % ., sae ...,,_. �- _- .. ; � s�� .. -:..._ � _ - - - - ___:: -_-.. ,_-.._,.... -. -tic _...� 3:�„�. - ,...: " h-sf'.,. ;. .. �... a-, �' :. ...--�R�.. r ...._. .., r-- .�.-. _ _ �"=`•�" ' ' SITE IMPROVEMENT PLANS FOR Happy Bays wCAU tAsu ,N.E. QUADRANT OF E. LAKE MARY BLVD. !. "I 11 ­11­ AND U.S. HWY. i 7IIIIIIIIIIIII92 _ � .. __� I .'--= _..-._--i _ _ _. ��I& . .. {,\­, - 11 Hidden Lake N y'o� o O 'AM 'I-. Blvd• J i I V_ N tb %O� �N,a Or �1 Mat`1 V Meadow St. E• take 4 c j' J • take Mary. ' SITE f� Woodson U Ave Fairlane Lake Dot O. Estates Sunland 14 Park I she/`a . I I . . I V %ato M I Jux Ii . GENERAL PROJECT DATA FILL MATERIAL". ; I . - I SEPARATION OF NON -POTABLE AND POTABLE WATER LINES VALVES ° TAX PARCEL NO. 11-20-30-517-0000-0030 11 FOR IDENTIFICATION OF CONTRACTUAL AGREEMENTS, THIS SET OF DRAWINGS IS DATED JUNE ALL FILL MATERIALS SHALL CONTAIN NO MUCK, STUMPS, ROOTS, BRUSH, VEGETATIVE MATTER, WHERE WATER LINES RUN PARALLEL TO SEWER LINES (SANITARY AND STORM) AND ARE VALVES THREE (3) INCHES AND LARGER IN SIZE: GATE VALVES SHALL BE RESILIENT -SEAT AND O W N E R 2003. ANY REVISIONS THEREAFTER WILL BE NOTED AND DATED ON THE AFFECTED DRAWING(S). RUBBISH OR OTHER MATERIAL THAT WILL NOT COMPACT INTO A SUITABLE AND ENDURING SEPARATED BY 10 FEET OR MORE HORIZONTALLY, THEN THERE IS NO REQUIRED MINIMUM SHALL CONFORM TO ANSI/AWWA G509-94 WITH HANDWHEEL OR WRENCH NUT, EXTENSION BACKFILL VERTICAL SEPARATION. WHERE THESE LINES ARE SEPARATED LESS THAN 10 FEET HORIZONTALLY, SYSTEMS AND OTHER APPURTENANCES AS REQUIRED. MANUFACTURER'S CERTIFICATION OF THE NORRIS INDUSTRIES INC. VICINITY MAP THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED THEN THE LINES SHALL BE SEPARATED 18" OR MORE VERTICALLY, WITH THE WATER MAIN VALVES' COMPLIANCE WITH AWWA SPECIFICATION C509 AND TESTS LISTED THEREIN WILL BE � ,l - FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE I I INSTALLED IN A SEPARATE TRENCH ABOVE THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN REQUIRED. VALVE BOX PADS SHALL BE 18" X 18" X 4" THICK CONCRETE WITH #4 REINFORCING 1 637 ROC KDALE LOOP CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE 18" VERTICAL SEPARATION, THEN THE SANITARY SEWER LINE SHALL BE UPGRADED TO BARS. PAD TO BE SET AT FINISHED GRADE. VALVES SHALL BE CLOW, MUELLER, KENNEDY, M 8 N .T.S. . THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FILL MATERIALS PLACED UNDER ROADWAYS SHALL BE COMPACTED TO AT LEAST 98% MAXIMUM C900/C905 DR 18 PVC AND SHALL BE PRESSURE TESTED TO 150 PSI, AND IN CASES WHERE THE H, AMERICAN, OR APPROVED EQUAL. TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY DENSITY AS DETERMINED BY AASHTO T-180. ALL OTHER FILL AREAS ARE TO BE COMPACTED TO WATER MAIN AND STORM SEWER SEPARATION CANNOT MAINTAIN THE 18" VERTICAL SEPARATION, H EATH ROW, FLORIDA 32746 RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL AT LEAST 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. FILL MATERIALS SHALL BE THEN THE WATER MAIN SHALL BE UPGRADED 70 DUCTILE IRON PIPE. WATER SERVICES 4 EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLACED AND COMPACTED IN A MAXIMUM OF 12" LIFTS. REFER TO SOILS REPORT FOR (407) 322-6284 PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES, WHETHER SHOWN ON THESE ADDITIONAL INFORMATION. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND OWNER WITH CONSTRUCTION METHODS UNLESS OTHERWISE NOTED IN THE PLANS, THE UTILITY COMPANY SHALL PROVIDE AND INSTALL /� /� /� PERMITTING PLANS OR NOT, THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY ALL (PASSING AND FAILING) TESTING RESULTS. RESULTS SHALL BE PROVIDED ON A TIMELY AND WATER METERS. CONTRACTOR SHALL CONSTRUCT WATER SERVICE TO THE CURB STOP ATTN. ALAN NORRIS COORDINATED WITH THE ENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION REGULAR BASIS PRIOR TO CONTRACTOR'S PAY REQUEST SUBMITTAL. INSTALLATION OF GRAVITY SANITARY SEWER SHALL BE IN ACCORDANCE WITH THE AS SHOWN ON THE CONSTRUCTION PLANS. OR PROPER INSTRUCTION. DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE MANUFACTURER'S SPECIFICATIONS. RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA SURFACE DRAINAGE FLORIDA IEPARTMENT OF FLORIDA DEPARTMENT OF COMPENSATION WILL BE ALLOWED. POLYETHYLENE (PE) PRESSURE PIPE FOR WATER SERVICES 1/2"THROUGH 3" SHALL CONFORM THE CONTRACTOR SHALL BE EXPECTED, AT THE END OF EACH DAY, TO HAVE THE SITE GRADED POLYETHYLENE WRAP USED FOR CORROSION PREVENTION ON DUCTILE IRON PIPE SHALL TO AWWA C901-96, (PE3408). MINIMUM PRESSURE CLASS IS 200 PSI, DR9. CONFORM TO THE REQUIREMENTS OF ANSIIASTM/D1248. THE MINIMUM NOMINAL THICKNESS SHALL ARCHITECT ENVIRONMENTAL PROTECTION ENVIRONMENTAL PROTECTION SOILS INVESTIGATIONS FOR THE SITE WERE PROVIDED BY ANDREYEV ENGINEERING, INC. IN SUCH A WAY AS TO NOT CAUSE ANY ADVERSE IMPACT FROM RUNOFF OR SILTATION TO ANY BE 0.008IN. (8 MILS). INSTALLATION OF POLYWRAP SHALL BE IN ACCORDANCE WITH AWWA C105. 1, THE CONTRACTOR IS TO OBTAIN A COPY OF THAT SOILS REPORT FOR REVIEW PRIOR TO ADJACENT PROPERTIES. SILTATION BARRIERS SHALL BE MAINTAINED AND REPAIRED IF ALL SERVICES SHALL INCLUDE THE FOLLOWING: DOUBLE STRAP SADDLE, CORPORATION STOP, SERVICE LINE, CONSTRUCTION; AND THE CONSTRUCTION IS TO CONFORM TO THE RECOMMENDATIONS IN REQUIRED AT THE END OF EACH WORKING DAY. TRENCHING AND BACKFILL SHALL BE PER DETAILS PROVIDED IN THE CONSTRUCTION PLANS. IAND UNIONS AS REQUIRED. THE SERVICE SHALL BE COMPLETE TO THE CURB STOP AS SHOWN ON THE DRINKING WATER DIVISION WASTEWATER COLLECTION DIVISION THAT REPORT. I ICOMPACTED BACKFILL SHALL BET098%MAXIMUM DENSITY AS DETERMINED BYAASHTOT-180 DETAIL SHEET, AND SHALL BE OF THE TYPE REQUIRED FOR COMPATIBILITY WITH THE SERVICE LINES INTERSTRUCT INC. CENTRAL FLORIDA DISTRICT CENTRAL FLORIDA WATER DISTRICT GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TO EXPRESS THE FOR UNDER PAVEMENT. ALL OTHER COMPACTION OF BACKFILL SHALL BE TO 95% MAXIMUM SPECIFIED, AND SHALL BE AS MANUFACTURED BY THE MUELLER CORPORATION OR HAYS OR FORD. , SURVEY INFORMATION PREPARED BY SHANNON SURVEYING, INC. GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO DENSITY AS DETERMINED BY AASHTO T-180. 1 OO EAST PINE STREET SUITE 3O1 GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. f 3319 MAG U I RE BLVD., SUITE 232 3319 MAGU IRE BLVD., SUITE 232 PERMITS AVAILABLE TO CONTRACTOR: I SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS DEWATERING THE CONTRACTOR SHALL CUT "W" IN THE TOP CURB OF EACH WATER SERVICE AND A "V" AT ALL AST. JOHNS RIVER WATER MANAGEMENT DISTRICT PERMIT-(SJRWMD) SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE VALVE LOCATIONS. CUT W'S AND V'S SHALL BE HIGHLIGHTED WITH BLUE PAINT. ORLAN DO, FLORIDA 32801 ORLAN DO, FLORIDA 32803 ORLAN DO, FLORIDA 32803 FDEP WATER $ SEWER PERMIT STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL IN THE EVENT THAT GROUND WATER IS ENCOUNTERED DURING THE CONSTRUCTION OF THE SANITARY . SEMINOLE COUNTY DRIVEWAY/R.O.W. NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO SEWER SYSTEM, DEWATERING SHALL BE CONDUCTED. THE CONTRACTOR IS SOLELY CONSTRUCTION METHODS (407) 849-0025 ATTN: OSAIMA MAH MOU D CITY OF SANFORD SITE PLAN DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED. RESPONSIBLE FOR THE DESIGN, INSTALLATION, OPERATION, AND SUBSEQUENT REMOVAL OF ATTN: D E N N IS E J U DY AS-BUILTS PAVEMENT DEWATERING SYSTEMS AND THEIR SAFETY AND CONFORMITY WITH LOCAL CODES AND PIPE INSTALLATION ATTN. RYAN YOUNG (407) 893-3300 (407) 893-3315 REGULATIONS. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1) 6" PUMP VOLUTE; 2)100,000 GPD TOTAL 24 HOUR (1 DAY) DEWATERING, AND; 3)1,000,000 GPD PIPE INSTALLATION OF PVC WATER MAIN SHALL BE IN CONFORMANCE WITH ASTM D2774 (LATEST f AS-BUILTS SHALL BE PROVIDED BY THE CONTRACTOR TO THE. ENGINEER TWO WEEKS PRIOR TO OWNERIOPERATOR PUMP CAPACITY, THE CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM EDITION). INSTALLATION OF DUCTILE IRON PIPE WATER MAIN SHALL BE IN CONFORMANCE WITH FINAL INSPECTION. ALL AS -BUILT DATA SHALL BE PROVIDED BY AFLORIDA LICENSED SURVEYOR, WITH THE SJRWMD. THE ENGINEER AND/OR OWNER SHALL BE NOTIFIED IMMEDIATELY IF ANY OF AWWA C600-93. SITE PLAN `REVIEW ST. JOHNS RIVER WATER SIGNED, SEALED AND DATED BY THE RESPONSIBLE PARTY. SEE INDIVIDUAL SECTIONS THE ENTITY THAT WILL OWN, OPERATE AND MAINTAIN THE ON -SITE ROADWAYS SHOWN ON THESE PLANS THE ABOVE THRESHOLDS ARE EXCEEDED. (PAVEMENT, WATER SYSTEM, ETC.) FOR ADDITIONAL AS -BUILT REQUIREMENTS. ENINEER IS NORRIS INDUSTRIES, INC. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS G AT ALL TIMES DURING CONSTRUCTION OF THAT ENTITY, AND OTHER REGULATORY AGENCIES. THE ENTITY THAT WILL OWN, OPERATE $ MAINTAIN COMPACTED BACKFILL SHALL BE TO98% MAXIMUM DENSITY AS DETERMINED BY AASHTO, T-180 CITY OF SANFORD MANAGEMENT DISTRICT PERMITS AND PERMIT REQUIREMENTS OFFSITE ROADWAYS IS SEMINOLE COUNTY. THE CONTRACTOR SHALL ALSO MEET THEIR REQUIREMENTS , KEEP EXCAVATIONS FREE FROM STANDING WATER. FOR UNDER ALL PAVEMENTS. OTHER COMPACTION OF BACKFILL SHALL BE TO 95% MAXIMUM p SUMPS, E REQUIRED, SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS SS THE BEARING DENSITY AS DETERMINED BY M,SHTO T-180. SEE STANDARD DETAILS. PLANNING 8t COMMUNITY 975 KE LLE R ROAD SURFACES WILL NOT BE DISTURBED. WATER PUMPED FROM THE EXCAVATION SHALL BE C.P.H. ENGINEERS INC. THE CONTRACTOR SHALL OBTAIN FROM THE ENGINEER COPIES OF ALL REGULATORY AGENCY GENERAL DESIGN INTENT DISCHARGED TO PREVENT RE-ENTRY INTO THE SOIL STRATA BEING DEWATERED. WATER PERMITS AND LOCAL AGENCY PERMITS. THE CONTRACTOR SHALL BE EXPECTED TO REVIEW AND CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO SEWER LINES OR ADJACENT MINIMUM COVER OVER ALL PIPkiBHALL BE 36"FROM TOP OF PIPE TO FINISHED GRADE. DEVELOPMENT DEPARTMENT ALTAM O N TE SPRINGS FLORIDA 32714 x„ ABIDE BY ALL THE REQUIREMENTS AND LIMITATIONS SET FORTH IN THE PERMITS. ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL BE GRADED TO STREAMS. THE METHOD OF DISPOSING OF WATER PUMPED FROM THE EXCAVATION SHALL BE 5OO W. FU LTO N STREET . 1 DRAIN POSITIVELY IN THE DIRECTION SHOWN BY THE FLOW ARROWS ON THE PLANS AND TO APPROVED BY THE ENGINEER, PRIOR TO ACTUAL DISPOSAL. SEPARATION OF NON-POTABLEAND POTABLE WATER LINES SANFORD, FLORIDA 32771 300 NORTH PARK AVENUE pATTN: RICKOTTESEN LAYOUT AND CONTROL PROVIDE A SMOOTHLY'rRANSi rIONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS I IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. APPROACHES TO PIPE EMBEDMENT WHERE WATER LINES RUN PARALLEL TO SEWER LINES (SANITARY AND STORM) AND ARE • UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY INTERSECTIONS AND ENTRANCE Aw0 EXIT GRADES TO INTERSECTIONS WILL HAVE TO BE SEPARATED BY 10 FEET OR MORE HORIZONTALLY, THEN THERE IS NO REQUIRED MINIMUM 407 322-6841 SAN FO RD, F 1. ORI DA 32772 (407) 659-4800 PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO STAKED IN THE FIELD AT DIFFERENT GRADES THAN T HIE CENTERLINE GRADES SHOWN ON THE ( ) SANITARY SEWER PIPE MUST BE BEDDED TRUE TO LINE AND GRADE WITH UNIFORM AND VERTICAL SEPARATION. WHERE THESELINES ARE SEPARATED LESS THAN 10 FEET HORIZONTALLY, �r� '' i. THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN PLANS. IN THESE AREAS, IT MAY ALSO 6-COME ADVISABLE TO MAKE MINOR LOCAL FIELD CONTINUOUS LONGITUDINAL SUPPORT FROM A FIRM BASE. BLOCKING MUST NOT BE USED TO THEN THE LINES SHALL BE SEPARATED 18" OR MORE VERTICALLY, WITH THE WATER MAIN ATTN. PETER-J O H N F. S UTCH P.E. 407 330-560 0 �"` ;/ FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ADJUSTMENTS IN THE CENTERLINE, ,.... _ S TO ACCOMPLISH THE PURPOSES OUTLINED. IN BRING THE PIPE TO GRADE. PIPE BED SHALL 8E UNDISTURBED EARTH AND, IN THE EVENT OF INSTALLED IN A SEPARATE TRENCH ABOVE THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN ( ) ATTENTION OF THE ENGINEER IMMEDIATELY. ADDITION, THE STANDARD CROWN WIL' HAVE TORE CHANGEDIN ORDER TO DRAIN POSITIVELY OVEREXCAVATION, THE CONTRACTOR SHALL REPLACE MATERIALS WITH MATERIALS SPECIFIED THE 18" VERTICAL SEPARATION, I HEN THE SANITARY SEWER LINE SHALL BE UPGRADED TO ATTN: Rf�SSi;.L- L. GIBBON IN THE AREA OF INTERSECTIONS. ! 7 f CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH BY THE ENGINEER AND COMPACTED TO A DENSITY EQUAL TO THE NATIVE SOIL. C9001C905 DR 18 PVC AND SHALT- +3E Pr:�SSURE TESTED TO 150 PSI, AND IN CASES WHERE THE . QUALITY CONTROL TESTING REQUIREMENTS THE ABOVE AND THE ENGINEER SHALL _CONSULTED SO THAT HE MAY MAKE ANY AND ALL WATER MAIN AND STORM SEWER SEPARATION CANNOT MAINTAIN THE 18" VERTICAL SEPARATION, ,r REQUIRED INTERPRETATIONS OF THE P': iNS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO AT ALL LOCATIONS WHERE PIPING IS TO BE INSTALLED IN AN AREA WHERE MUCK WAS NOTED IN THEN THE WATER MAIN SHALL BE UPGRADED TO DUCTILE IRON PIPE. PHASE .,�?,�,.,­L 4, TESTING SHALL BE PROVIDED TO THE OWNERIOPERATOR AND THE ENGINEER. TESTING ACCOMPLISH THE INTENT OF . HE ,'CANS. THE SOILS TESTING OR AT ANY OTHER LOCATIONS WHERE MUCK OR ORGANIC SOILS ARE SEMINOLE REQUIREMENTS ARE TO BE IN ACCORDANCE WITH THE OWNER/OPERATOR'S SPECIFICATIONS "' '` _ , ENCOUNTERED, THE TRENCH SHALL BE OVER -EXCAVATED TO REMOVE ALL MUCK OR ORGANIC PIPE IDENTIFICATION • AND REQUIREMENTS. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A MATERIALICONSTRUC PON SPECIFICATIONS SOILS AND CLEAN FINE SAND PLACED AND COMPACTED IN THE TRENCH BOTTOM TO THE REGULAR AND IMMEDIATE BASIS. ELEVATIONS AND LOCATIONS NOTED ON THE PLANS. BACKFILL NEEDED TO BRING TRENCH 70 BLUE LOCATE WIRE SHALL BE I? rACHFD TO THE PROPOSED WATER MAIN FROM THE WATER AN DREYEV E N I COORDI NATO1/PERM ITS INDEX G NEERING INC. OF SHEETS ;;. , , MATERIALS AND CONSTRUC nUN METHODS FOR THE ROADWAY CONSTRUCTION SHALL BE IN THE PROPER GRADE SHALL BE COMPACTED TO A MINIMUM DENSITY OF 98% OF THE AASHTO METERS TO THE POINT OF COP i„CTION. LOCATE WIRE SHALL BE SINGLE STRAND f "- w : d'1Q SHOP DRAWINGS ACCORDANCE WITH THE FLORIDA DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS FOR T-180 MAXIMUM DENSITY. 14 GAUGE, RATED AT 600V FOR DIRECT BURY. 1 O5 COASTLINE ROAD 520 W. LiP""rK - 7�sARY BLVD. ROAD AND BRIDGE CONS7RUC7!ON, LATEST EDITION: ,� , SHOP DRAWINGS AND CERTIFICATIONS FOR ALL STORM DRAINAGE, WATER SYSTEM, AND SEWER TRENCH OR EXCAVATION BOTTOM STABILIZATION MATERIAL DISINFECTION AND Tc' l'NGANFORD, FLORIDA 32773 SYSTEM MATERIALS AND STRUCTURES ARE REQUIRED. THE CONTRACTOR SHALLSUBMIT(6) PAVEMENT SECTION REQUIREMENTS SANFORD, FLORIDAFLORIDA32771 C-1 COVER SHEET COPIES OF SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE A. SAND (4O7) 330-7763 (407) 66.5663 s' MATERIALS REQUIRED FOR CONSTRUCTION. - CONSTRUCTION OF THE ON -SITE PAVEMENT SHALL BE AS SHOWN ON THE SITE DETAILS, SHEET C-6. ALL PIPE SHALL BE DISINFECTED i±4 ACCORDANCE WITH AWWA STANDARD C651-92. STORMWATER MANAGEMENT SYSTEM OFF -SITE PAVEMENT SHALL BE PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE SAND SHALL BE WELL GRADED, ORGANIC FREE, DURABLE, GRANULAR MATERIAL, AND ALLOWABLE LEAKAGE FOR DUCTILE IRON PRESSURE MAINS WILL BE IN ACCORDANCE WITH ATTN. JAM ES JARMO LOWS KI P.G. ATTN: RANDY WILLIAMS SHALL PASS A NO. 4 SIEVE. NOT MORE THAN 15 PERCENT SHALL PASS A NO. 200 SIEVE. AWWA C600-93. C -2 SITE SURVEY CONSTRUCTION, LATEST EDITION, AND AS PROVIDED IN THE PLANS. OWNER/OPERATOR B. PIT RUN GRAVEL ALLOWABLE LEAKAGE FOR PE PRESSURE MAINS WILL BE IN ACCORDANCE WITH AWWA-M23. SIDEWALKS ° C 3 SITE DIMENSION PLAN THE ENTITY THAT WILL OPERATE AND MAINTAIN THE STORM SYSTEM SHOWN ON THESE PIT RUN GRAVEL SHALL BE ORGANIC FREE AND SHALL PASS A 3/4-INCH SIEVE. - PLANS IS NORRIS INDUSTRIES, INC. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ON THE CONSTRUCTION PLANS. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING REQUIREMENTS OF THAT ENTITY, AND OTHER REGULATORY AGENCIES SUCH AS SJRWMD AND THE SIDEWALK SHALL BE CONSTRUCTED OF 4" OF CONCRETE WITH A 28-DAY COMPRESSION C. GRANULAR MATERIAL EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL SOILS CONSULTANT R' THE CITY OF SANFORD. STRENGTH OF 4000 PSI. JOINTS SHALL BE EITHER TOOLED OR SAWCUT AT A DISTANCE OF 6. AND FACILITIES REQUIRED FOR ALL HYDROSTATIC AND LEAKAGE TESTING. CONTRACTOR SHALL . HANDICAPPED RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND BE IN ACCORDANCE GRANULAR MATERIAL SHALL BE WELL GRADED, ORGANIC AND SOIL FREE, DURABLE CONTACT THE ENGINEER, OWNER/OPERATOR AND THE CITY OF APOPKA IN WRITTEN FORM, C -4 GRADING &DRAINAGE PLAN I MATERIAL SPECIFICATIONS WITH STATE REGULATIONS FOR HANDICAP ACCESSIBILITY. AGGREGATE AND SHALL PASS A 3/4-INCH SIEVE. NOT MORE THAN 15 PERCENT SHALL AN DREYEV ENGINEERING, INC. REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III WITH RUBBER GASKET JOINTS. RCP PAVEMENT MARKINGS / SIGNAGE PASS A NO.200 SIEVE. FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION. 1 O5 COASTLINE ROAD C 5 COMPOSITE U T 1 L I TY PLAN SHALL CONFORM TO FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION TESTING - LATEST EDITION SECTION 941. RUBBER GASKETS SHALL CONFORM TO SECTION 942. PAVEMENT MARKINGS AND SIGNAGE SHALL BE PROVIDED AS SHOWN ON THE CONSTRUCTION THE WATER SYSTEM SHALL BE TESTED FOR LEAKAGE AT 150 PSI FOR TWO (2) HOURS, WITH SANFORD, FLORIDA 32771 PLANS AND SHALL MEET THE REQUIREMENTS OF THE OWNER/OPERATOR. SIGNAGE SHALL BE INFILTRATION TESTING OF THE SANITARY SEWER SYSTEM WILL BE REQUIRED TO BE PERFORMED ALLOWABLE LEAKAGE IN ACCORDANCE WITH ABOVE STANDARDS. ALL MATERIALS AND CONSTRUCTION METHODS ARE TO BE IN ACCORDANCE WITH FOOT IN CONFORMANCE WITH MUTCD (LATEST EDITION). A 14 DAY PAVEMENT CURING TIME WILL BE BY THE CONTRACTOR. INFILTRATION SHALL NOT EXCEED 50 GALLONS PER DAY PER INCH OF . °1 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION LATEST EDITION, SECTION 400 PROVIDED PRIOR TO APPLICATION OF THE PAVEMENT MARKINGS. REFLECTIVE PAVEMENT DIAMETER PER MILE OF LENGTH. IN THE EVENT THAT GROUNDWATER IS NOT ENCOUNTERED CONNECTIONS TO EXISTING WATER MAINS (407) 330-7763 C -5A OFFSITE IMPROVEMENTS PLAN (CONCRETE STRUCTURES) AND THE APPLICABLE FDOT INDEX NUMBER DETAIL AS SHOWN IN MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 17352. DURING SANITARY SEWER CONSTRUCTION, OR IF THE GROUNDWATER ENCOUNTERED IS NOT FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION). 24" ABOVE THE TOP OF PIPE, EXFILTRATION TESTING OF THE SANITARY SEWER SYSTEM WILL BE PRIOR TO THE CONNECTION TO ANY EXISTING MAIN, THE PROPOSED WATER MAIN SHALL BE ATTN. GAB I STE PHAN CORRUGATED POLYETHYLENE PIPE (CPP) SMOOTH INTERIOR SHALL CONFORM WITH AASHTO TRAFFIC CONTROL NECESSARY. THE TESTING WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, BUT WILL BE C 6 GENERAL DETAILS WITNESSED BY THE ENGINEER AND THE UTILITY REPRESENTATIVES. EXFILTRATION SHALL NOT DISINFECTED, HAVE ENGINES APPROVED PRESSURE TESTING AND HAVE THE CITY OF SANFORD/ SHEET DESIGNATED M294 AND M252. PIPE MUST BE INSTALLED IN ACCORDANCE WITH PIPE A MINIMUM OF 2-WAY ONE LANE TRAFFIC SHALL BE MAINTAINED IN THE WORK SITE AREA. ALL EXCEED 50 GALLONS PER DAY PER INCH OF DIAMETER PER MILE OF LENGTH, INCLUDING FDEP SERVICES CLEARANCE. - MANUFACTURER'S INSTALLATION GUIDELINES FOR CULVERT STORM DRAINAGE APPLICATIONS. CONSTRUCTION WARNING SIGNAGE SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF MANHOLES. _& PREMIUM SPLIT WATERTIGHT COUPLING MEETING ASTM D3212 IS REQUIRED AT ALL JOINTS. CONSTRUCTION AND BE MAINTAINED THROUGHOUT CONSTRUCTION. ACCESS SHALL BE AS -BUILT DRAWINGS SURVEYOR C -� CITY F ACCEPTABLE MANUFACTURERS: ADVANCED DRAINAGE SYSTEMS, INC. "ADS N-12", HANCOR, INC. CONTINUOUSLY MAINTAINED FOR ALL PROPERTY OWNERS SURROUNDING THE WORK SITE AREA. LINE LAMPING WILL BE REQUIRED TO BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY O SANFORD DETAILS . "HI-Q", J-M "PERMA-LOC", OR APPROVED EQUAL. LIGHTED WARNING DEVICES ARE TO BE OPERATIONAL PRIOR TO DUSK EACH NIGHT DURING THE ENGINEER AND OWNER/OPERATOR. THE CONTRACTOR SHALL PROVIDE VERTICAL AND HORIZONTAL "AS -BUILT" INFORMATION CONSTRUCTION. RELATIVE TO ALL CONSTRUCTED UTILITIES AND STRUCTURES. ALL OTHER RELATED ITEMS REQUIRED FOR THE CONSTRUCTION OF THE STORM SYSTEM THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING S HAN N ON SURVEYING INC. C $ C 1 TY O F SANFORD DETAILS (OUTFALL PROTECTION, POLLUTION CONTROL, ETC.) ARE TO BE IN ACCORDANCE WITH DETAILS CURBING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AS -BUILT INFORMATION FOR THE WATER SYSTEM SHALL INCLUDE, BUT NOT BE LIMITED TO, THE SHOWN ON THE CONSTRUCTION PLANS, FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS AND AND FACILITIES REQUIRED FOR ALL TESTING. CONTRACTOR SHALL CONTACT THE ENGINEER, FOLLOWING: 499 NORTH S.R. 434 SUITE 2155 FDOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION LATEST EDITION. CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. CONCRETE Q OWNER/OPERATOR AND THE CITY OF SANFORD TWENTY-FOUR (24) HOURS PRIOR OF ALL TESTING , FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION CLASS "1" CONCRETE WITH A 28-DAY OR MEETINGS. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRE -TESTING PRIOR TO 1. LOCATION OF ALL VALVES, FITTINGS, HYDRANTS AND SERVICES. ALTAM O N TE SPRINGS FLORIDA 32714 C+ -g EROSION CONTROL PLAN WETLAND / OUTFALL PROTECTION COMPRESSION STRENGTH OF 2500 PSI. ALL CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS NOTIFICATION. AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'-0" ON CENTER. CONSTRUCTION 2. LOCATION OF THE WATER MAIN TIED HORIZONTALLY TO THE BACK OF CURB OR EDGE OF (407) 774-8372 ALL OUTFALLS SHALL BE CONSTRUCTED SO AS TO NOT CREATE EROSION PROBLEMS OR OF CURBS SHALL BE IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND AS -BUILT DRAWINGS PAVEMENT. DESTRUCTION WETLANDS. ALL OUTFACES SHALL BE STABILIZED OR EROSION CONTROL ABRIDGE CONSTRUCTION LATEST EDITION SECTION 520 AND DETAILS PROVIDED ON THE ATTN. JAM ES R. S HAN N O N J R., P. L.S. C -10 EROSION CONTROL DETAILS MEASURES INSTALLED LLED PRIOR TO USE OF THE STORM SYSTEM. THE CONTRACTOR SHALL CONSTRUCTION PLANS. THE CONTRACTOR SHALL PROVIDE VERTICAL AND HORIZONTAL "AS -BUILT" INFORMATION 3. CERTIFICATION AS TO THE SYSTEM MEETING THE MINIMUM COVER REQUIREMENTS. CONTINUOUSLY MAINTAIN EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION. . RIW RESTORATION RELATIVE TO ALL CONSTRUCTED UTILITIES AND STRUCTURES. AS-BUILTS 4. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION WHICH DEVIATES FROM THE I ° C 11 LIFT STATION DETAILS ALL AREAS WITHIN THE RIGHT-OF-WAY SHALE BE FINISH GRADED WITH A SMOOTH TRANSITION AS -BUILT INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: APPROVED ENGINEERING PLANS. s � THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER STORM DRAINAGE AS-BUILTS. INTO EXISTING GROUND. ALL SWALES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL UTILITIES AS-BUILTS SHALL CONTAIN, AT THE MINIMUM, BUT NOT LIMITED TO, INSTALLED STRUCTURE TOP 1. LOCATIONS AND INVERTS OF ALL GRAVITY SEWER LINES, MANHOLES, CLEAN -OUTS, AND ELEVATIONS, FLOW INVERT ELEVATIONS, PIPE LENGTH AND SIZE. GRADING. ALL DISTURBED AREAS SHALL BE STABILIZED (SODDED) AFTER FINAL GRADING IN SERVICE LATERALS AND RIM ELEVATION OF ALL MANHOLES. �� ~� - CR o or L -1 LANDSCAPE PLAN ACCORDANCE WITH THE CONSTRUCTION PLANS PRIOR TO FINAL INSPECTION. ALL SODDING SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL FINAL ACCEPTANCE BY THE �p�+ �1. TWO SETS OF SIGNED AND SEALED AS-BUILTS ARE TO BE SUBMITTED THREE DAYS PRIOR TO THE OWNER/OPERATOR. 2. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION WHICH DEVIATES FROM THE JEii ieme `wi a inhi artr.itien M FINAL INSPECTION WITH AN ACCOMPANYING COPY ON DISK FORAUTOCAD USE. APPROVED ENGINEERING PLANS. WATER &SEWER: CABLE: . •• AS-BUILTS . wAEntleeei Plans CITY OF SANFORD BRIGHTHOUSE NETWORKS L 2 IRRIGATION PLAN EARTHWORK 3. DISTANCES OF SEWER LINE LAID FROM MANHOLE TO MANHOLE AND/OR CLEAN OUT WITH ��� 7 - N THE CONTRACTOR SHALL PROVIDE OWNER AND ENGINEER PAVEMENT AS-BUILTS. ASSUILTS TIES TO LATERALS. �3�3 icli '�"" - t'� U$te'-��,-L="/d > �i �fD BOX 1 788 844 MAG U I RE ROAD THE CONTRACTOR SHALL PERFORM HIS OWN INVESTIGATIONS AND CALCULATIONS AS SHALL CONTAIN AT A MINIMUM, BUT NOT BE LIMITED TO, PAVEMENT WIDTHS, PAVEMENT CROSS li(JSOYai 5tJI3jeCt ?U: NECESSARY TO ASSURE HIMSELF OF EARTHWORK QUANTITIES. THERE IS NO IMPLICATION THAT SLOPES AND DRAINAGE DIRECTIONS WITH HIGH POINTS DELINEATED. SEE "GENERAL AS BUILT TRENCH SAFETY City op SANFORD, FLORIDA 32772 OCOE E FLORIDA 34761 oI EARTHWORK BALANCES AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT FILL REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS. l . fall COL-tt si MUST rratLCtiry3a1! of Cods, Land Development Regulations and o ° THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY 0&.et Csk%cs they apply. 1 NEEDED, OR FOR REMOVAL AND DISPOSAL OF EXCESS OR UNSUITABLE MATERIALS. Al PROPERTY APPRAISER ID NUMBER 11-20-30-517-0000-0030 N SANITARY SEWER SYSTEM STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90 96, LAWS OF FLORIDA). ANY 2. COatra ?4r is Required to 0f#Liz2 'mod maintain all peimiti OII site {City, County, SIC{eallLtD, (407) 330-5639 (407) 532-8509 " xi EROSION CONTROL MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL }�Ep,p'T_y0T, jCOE) as applicable. SEMINOLE COUNTY I OWNERIOPERATOR BE INCIDENTAL TO THE CONTRACT. 3. COntidCTr1C P+fIIST Call Cis L$ SanfOtd 13Ulldlfla D ATTN: PAUL MOORS P.E. ATTN: MARVIN USRY APPROVED FOR CONSTRUCTION o sy ,' - Department (330-5656) for fir*j ilspection, e o EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO prior toot-f-Wancy. co COMMENCEMENT OF CONSTRUCTION. THESE MEASURES ARE TO BE INSPECTED BY THE THE ENTITY THAT WILL OPERATE AND MAINTAIN THE SEWER SYSTEM SHOWN ON THESE PLANS Q FORCE MAIN SYSTEMS THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY ly co CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED ON AN IS NORRIS INDUSTRIES, INC. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS 4. Call ,tunAhine I-800-432-4779 Sot utility Ic Cates prior to any construction. ELECTRIC: NATURAL GAS: LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF pl IMMEDIATE BASIS AS REQUIRED. REFER TO THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT OF THAT ENTITY, AND THE CITY OF SANFORD REQUIREMENTS. SEE SHEET C-11 FOR GENERAL FORCE MAIN NOTES AND SPECIFICATIONS. 5. hiuildin? permit iS required for arty above ground Struomtes Which Shall include any development COUNTY COMMISSIONERS., IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO 1 FOR ADDITIONAL REQUIREMENTS FOR EROSION CONTROL AND SURFACE DRAINAGE. buffer5_7&.-nwallsorenclosurr^_5• � FLORIDA POWER � LIGHT FLORIDA PUBLIC UTILITIES CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH POTABLE WATER / FIRE SYSTEMS 6. Site devela development lan, a IOval shall brac0lr& invalid unless a building RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE MATERIALS p p pp permit is obtained within p- LIMITS OF DISTURBANCE " - ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY owNER/oPERATOR t�1el,{l?)trsonth.5ofissuat°��- 2626 WEST S.R. 46 450 SOUTH U.S. 17-92 / x ALL SANITARY SEWER PIPE SHALL BE PVC SEWER PIPE CONFORMING TO ASTM D3034 SDR-35. CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO I THE LIMITS OF DISTURBANCE HAVE BEEN PROVIDED TO THE CONTRACTOR ON THE INSTALLATION OF PVC SEWER PIPE SHALL CONFORM TO ASTM D2321. 7. Traf f_ intwtxuption shall be kept at minimum and in accordmwe with the MANIJAL ON MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF U CONSTRUCTION PLANS. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE THE ENTITY THAT WILL OPERATE AND MAINTAIN THE WATER SYSTEM SHOWN ON THESE UNIFDRM TRAFHfC CONTROL DEVICES, and FOOT Roadway and Traffic Design SANFORD, FLORIDA 32772 D E BARY, FLORIDA 32713 ONE YEAR FROM THE DATE BELOW. (r CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THESE LIMITS. ALL SEWER FITTINGS SHALL BE PVC MEETING THE REQUIREMENTS OF ASTM D3034. FITTINGS PLANS IS NORRIS INDUSTRIES, INC. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE Sumdards, MOT Plan t0 be submitted to etl •fly ifl 14 days ti0t [ti at1 StiE€t Or Ian:CIOSUIw . �+ Q AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SHALL BE SUITABLE FOR USE WITH SDR-35 GRAVITY SEWER PIPE. ALL FITTINGS SHALL HAVE REQUIREMENTS OF THIS ENTITY, AND THE CITY OF SANFORD REQUIREMENTS. responsibleg Y p y (407) 328-1922 (386) 668-2600 APPROVED. . SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY ELASTOMERIC SEALING GASKETS. $' - ___ - - Shall _____-for __ OSHA Ie UirClil6ntS and Lti0 Flotilla TIc1lCIi S3fQty As t. .0 REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE PIPE MATERIALS - -: ATTN. CHARLIE JOHNSON ATTN: DAN SCRIBBEN SEMINOLECOUNTYDEVELOPMENTREVIEWDEPARTMENT . - Y REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE JOINTS FOR GRAVITY SEWER PIPE AND ALL FITTINGS SHALL BE ELASTOMERIC RUBBER SEALS. l 1. All COftStrUCflOn must meet all City Of Sanford Codes and Land Development E THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. GASKETS SHALL CONFORM TO ASTM F477. POLYVINYL CHLORIDE PLASTIC PIPE (PVC) 4" THROUGH 12" SHALL BE MANUFACTURED IN I Regulations. DATE ACCORDANCE WITH ANSI/AWWA C900 (LATEST EDITION) AND SHALL HAVE A MINIMUM WORKING 2. All Other Permits required for this Project must be Obtained. An EPA Notice Of Intent A TELEPHONE: TREE REMOVAL SANITARY SEWER MANHOLES SHALL BE PRECAST CONSTRUCTION. THE MINIMUM SIZE DIAMETER PRESSURE OF 150 PSI AND HAVE A DR DIMENSION RATIO) OF 18. ALL PVC PIPE SHALL BEAR THE Q ( (NOT)forStorrnwaterDischargeAssociatedwithlndustrialActivityUnderanNPDES BE L � _ - � m OF MANHOLES SHALL BE 48" FOR SEWER LINES 21" IN DIAMETER OR LESS. PRECAST NSF LOGO FOR POTABLE WATER. JOINTS SHALL BE OF THE PUSH -ON TYPE AND COUPLINGS Permit' must be filed with EPA for all sites which are one 1 acre and greater. L SOUTH N THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER WHEN ALL WORK IS LAID OUT REINFORCED MANHOLES SHALL BE IN ACCORDANCE WITH ASTM C-078 SPECIFICATIONS, WITH CONFORMING TO ASTM D3139 CONFORMING TO DR18 PIPE. - { ) g • i[i (SURVEY STAKED), SO THAT A DETERMINATION MAY BE MADE OF SPECIFIC TREES TO BE PREFORMED FLEXIBLE JOINT SEALS, RAMNEK, OR APPROVED EQUAL. THE MINIMUM WALL 3. As-bullts and Certificate Of Completion from the engineer Of record t0 be submitted ` _ ., ; ,`_ ' REMOVED. NO TREES SHOWN ON THE CONSTRUCTION PLANS AS BEING SAVED SHALL BE THICKNESS ON SANITARY SEWER MANHOLES SHALL BE S. THE INTERIOR SURFACES OF ALL 1 32 COMMERCE WAY Z NOTE DUCTILE IRON PIPE (DIP),SHALL BE STANDARD PRESSURE CLASS 3501N SIZES 3" THROUGH 12" & t0 the City Prior t0 C.O. OU PERMISSION FROM THE OWNER AND ENGINEER. MANHOLES SHALL BE PROTECTED BY THE APPLICATION OF TWO COATS KOPPERS BITUMASTIC CONFORM TO ANSI/AWWA C150/A21.50 LATEST EDITION). ALL DUCTILE IRON PIPE SHALL HAVE A - CONTRACTOR SHALL PAY FOR AND OBTAIN A SEMINOLE COUNTYR.O.W. _ cREMOVED WITHOUT P RM ( I 4. All easements and right Of Way dedications, if any, rT1USt be COrlVeyed t0 Hie Clty S A �I -1 o 300 M, OR APPROVED EQUAL, APPLIED AT THE RATE OF 120 SQUARE FEET PER GALLON PER STANDARD THICKNESS OF CEMENT MORTAR LINING AS SPECIFIEDIN ANSI/AWWA C104/A21.4 SANFORD, RD, FLORIDA 32771 PERMIT AND HOLD A PRE CONSTRUCTION CONFERENCE BEFORE STARTING COAT MINIMUM. EXTERIOR SURFACES SHALL RECEIVE TWO COATS KOPPERS BITUMASTIC 300 LATEST EDITION). PIPE JOINTS SHALL BE OF THE PUSH -ON RUBBER GASKET TYPE PfIOf t0 Slte DevelOPment Permit ISSUanCe. WORK. CONTACT: JACKIE LARACUENTE, DEVELOPMENT REVIEW DIVISION N CLEARING AND GRUBBING ( ) 5. The oil/water separator approved Utilities nortoissuance ( ) { ) r ` M M, ORAPPROVED EQUAL, APPLIED AT THE RATE OF 120 SQ. Fr. PER GALLON PER COAT MINIMUM. CONFORMING TO ANSI/AWWA C111/A21.11 (LATEST EDITION). P PP Y P 4O7 302-7611 407 665-7409 FOR INFORMATION ON SETTING YOUR PRE -CONSTRUCTION P ER-JG , N F. SU T CH, P.E. . o THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING FOR SITE i Of a Building Permit. ATTN: SCOTT LORE NZ MEETING, ISSUANCE OF COUNTY PERMITS AND OTHER REQUIREMENTS. T� 52115 . , r CONSTRUCTION INCLUDING CLEARING FOR PAVING, UTILITIES, DRAINAGE FACILITIES AND THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO PROVIDE A FLEXIBLE WATERTIGHT SEAL FITTINGS FOR DUCTILE IRON PIPE AND PVC C900 PIPE SHALL BE DUCTILE IRON AND SHALL - - - ---- - - - _ — - ---- - j y . (7 BUILDING CONSTRUCTION. SEE PLANS FOR LIMITS OF CLEARING AND GRUBBING. OF THE PIPE TO THE MANHOLE. NO ADHESIVES OR LUBRICANTS SHALL BE EMPLOYED IN THE CONFORM TO ANSI/AWWA C1101A21.10 (LATEST EDITION) AND SHALL BE CEMENT LINED IN i 'n'%T 0 .1i 7 . INSTALLATION OF THE CONNECTOR INTO THE MANHOLE. THE RUBBER FOR CONNECTOR SHALL CONFORMANCE WITH ANSI/AWWA C104/A21.4 (LATEST EDITION). , O MATERIAL STORAGE / DEBRIS REMOVAL COMPLY WITH ASTM C443 AND ASTM C923 AND CONSIST OF EPDM AND ELASTOMERS DESIGNED Engineers *NOTICE* ACTIVITY NA TO BE RESISTANT TO OZONE, WEATHER ELEMENT, CHEMICALS, INCLUDING ACIDS, ALKALIS, POLYETHYLENE WRAP USED FOR CORROSION PREVENTION ON DUCTILE IRON PIPE SHALL ME J63 NO. DATE REVISION APPROVED s to Planners THIS SET OF PLANS IS NOT VALID FOR CONSTRUCTION PURPOSES SCALE: NONE SHEET NO. s„ ALL MATERIALS EXCAVATED SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE ANIMAL AND VEGETABLE FATS, OILS AND PETROLEUM PRODUCTS FROM SPILLS. ALL STAINLESS CONFORM TO THE REQUIREMENTS OF ANSI/ASTM D1248. THE MINIMUM NOMINAL THICKNESS 0 i` STOCKPILED AT ON -SITE LOCATIONS AS SPECIFIED BY THE OWNER. MATERIALS SHALL BE STEEL ELEMENTS OF THE CONNECTOR SHALL BE TOTALLY NON-MAGNETIC SERIES 316 SHALL BE 0.008IN. (8 MILS). INSTALLATION OF POLY WRAP SHALL BE IN ACCORDANCE WITH Landscape Architects WITHOUT BEING STAMPED "APPROVED FOR CONSTRUCTION BY CPH DESIGNED BY: M. W.K. 6126103 PER CITY COMMENTS/CPH REVIEW P.J.S. f� STOCKPILED SEPARATELY AS TO USABLE (NONORGANIC) FILL STOCKPILES AND ORGANIC (MUCK) STAINLESS, EXCLUDING THE WORM SCREW FOR TIGHTENING THE STEEL BAND AROUND THE PIPE AWWA C105. • ENGINEERS, INC." PLANS WITHOUT THIS STAMP ARE GIVEN FOR DATE: J U N E 2003 Surveyors DRAWN BY: M.W.K. z 7128/03 PER SEMINOLE COUNTY COMMENTS PJSm 5 STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE WHICH SHALL BE TORQUED BY A BREAKAWAY TORQUE WRENCH AVAILABLE FROM THE PRECAST INFORMATIONAL PURPOSES ONLY.11 uJ REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM THE SITE. MANHOLE SUPPLIER, AND SET FOR 60 701NCH/CBS. THE CONNECTOR SHALL BE INSTALLED IN PIPE INSTALLATION FOR PVC SHALL BE IN CONFORMANCE WITH ASTM D2774$3 (LATEST Consfiruction Management THE SIZE OF THESE PLANS MAY HAVE BEEN SLIGHTLY ALTERED CHECKED BY: G.E.H. 3 8/25/03 PER CPH ENGINEERS INC. REVIEW P.J.S.m THE MANHOLE WALL BY ACTIVATING THE EXPANDING MECHANISM IN STRICT ACCORDANCE WITH EDITION). INSTALLATION FOR DUCTILE IRON SHALL CONFORM WITH AWWA C600-93. w w w . c p h e n g i n e e r s . e o m BY REPRODUCTION PROCESSES, THIS MUST BE CONSIDERED WHEN ' JOB NO.: N2401 >_ THE RECOMMENDATION OF THE CONNECTOR MANUFACTURER. 500WestFuItonStreet Snnford,Ft32771 P.O. Box28os,SanfordFL32772-2808 SCALING ANY REPRODUCED PLANS FOR THE PURPOSE OF COLLECTING APPROVED BY: PETER-JOHN F. SUTCH 4 10/3/03 PER CPH ENGINEERS, INC. REVIEW P.J.S. r2,103 Phone:4oZ3226841 Fax:407.330.0639 FILE: COVER. rn DATA, REGISTRATION NO.: 52115 a o v.�" I I I N m - 4 3 0 m m L U C OI 0 v NI XI 0 0 vl :, �I v c m a aa) I Q t rn E a 00 0 0 <V M 0 0 N rn 3 F. v w N rn G U.I m C u_ 07 3 v 0 N Z 01 5g yp+ kg RETENTION NOT PLATTED [ �1 0 AREA ll_ + Z U� k g m O=f g5° ON VCRE Q k UME DROP MILET yo5y + ti RECOVERED x TOP - WS A�. 4"X4" CONCRETE Nv(4a'cMIPj-43.18 RECOVERED MONUMENT R961 ag 61 yo5y Ag a A$. 4"X4" CONCRETE FENCE UNE RECOVERED 1.1' EAST x 4"X4" CONCRETE MONUMENT N 895�59" E _ 134.72 _ _ g MONUMENT —km� y AIETN. MIOOD aa$1 — — — — og+— — — — — — — — — — kg2°+ Ah k$ a0� LIGHT UTNJTY A9 . 10' UTILITY EASEMENT 270.39' POLE DROP INLETNO0ti kyAy k6 kg ° $1 g1e y TOP WO k6ry y ygg kyy� k agoa Z / 1 k kg' ti RETENTION AREA ti Ry / * I a Z a Y O a6, + ay2 ky A I Q + Q k�6 05 Ay, + / + so y0 0� I CL 1 0 2 Ilk U' (n W END O M�V(18'RCP}44.71 R$p / R$$1 ar OAK z g /�bc° �� ° a$g6/ h• Ir OAK I � k9 n / i5 1 OAK � kg L 0 T 2 I m N 0 T INCLUDED k?gob 16.0, wm o28' Om 14 OAK ASPHALT �� �c� �_// + ag5� + kb�6 n$�y + AB. I a z / PARKING c / lr OAKry a 1 �� m 4' * a�a CL I a Ll Q ,O THROAT _ ,: I I V) / STORM MANHOLE ��� o� / / cV� + kyryg + agog I w Q TO18'RCP N k / e2 toLd O g8 r ^ 'g'6 / uWOODTi + + R$ k89 49 I M aRB� / \ *' � Ag. kg� J ASPHALT g PARKING SOLE y I k g'1 / AB 1 + + 1\ k k wow n Pou: THROAT INLET / / / I z STORM MANHOLE /�«iii"' / 10* OAK I w Z CD Q / ^ �2 TOP - 48.M3 V) �c 5 ,J k ).46 6' LIFT STATION ' by �9 S. 1rROP�-46.07 / a��� / Riga ° �A I W I a Y o cr��N x k1 . \ - p). W. 15'RCP 48.07 �� / * + A$. 10' OAK + Aa. H J Q / �C I + ARC IiT�N.I pg 84� 48 s09 / / I j I �VVV LKiHT / 6 I o / + o = SA NARY MAMIOLE k$°ry 6 Ro \ k2� E g� FENCE CORNER a$ 6 0 Q I3 0• a k N. 8'PVC 44.48 k�ti k��g �Hj%d` k o b, \ R�$1+ agao // d.5' WEST I w D A, /FENCE CORNER o + a�� � k$�y s8gs / / 5.8' EAST Aq� 14F OAK DAK yIK (^ / \ �RtA , � III CFNNA BERRY �e * ay(" L 0 T 3 * k$g1 I + kg1 I `i / g 9 �' Z 2 A�. , ka�A'I 0�,;y k0� I 4l y°O 91'I / 3 ' ;� I RECOVERED 1r OAK + a "'' + rL k 1B'x1r EllJF'TICAL RCP MIV - 44.79 uco+oRouto AzJRh x dDC110CI1L LK R$ /2" IRON 0 I � o°R eg \\ STORM THROAT INLET UNITY I I+a$ ya + a�1g I Agy Z y O / TOP - 4+1sL97 PO ES I I 'fi to• GiM1A BERRY / 9. OAK I+ � ow'��30.00' e'Iw2oE��lNv1��4s2i 3� I � m 46 a/ Q I III I48lop z _ III CHINA le OAK I p a Y +ag�� II I o = D_ j oq / h$a2 kg0y I Q JQ I w I 0 gg V) Q Q III I � J � w k� 0y _ 06 II DWI +a 8 Q Z + y / N k II - y°2$ N II FENCE CORNER Rgy1 0.5' EAST LOT 1 N POLE M / NOT INCLUDED CURB III n y, CUT OUT THROAT MNET II c O g5+5� + °� STORM MANHOLE I I OTOP Is 4&85 0 + E.NiV(1rRCP}43.48 A�0?= I)1HROAT INLET Z / STORM = A MOLE g + No. +y1 Agti TOP 48.94 4&" ° s y' 1' RECOVEREDW1}45.23 40 I 4"X4" CONCRETE k$ OAK A. + k yo°6 MONUMENT o I + a=13'33'55" Ag g6 { / o OAK R=626.20' uTIIm 3 z g6 L=148.26' E s$ +y 1 Box le OAK AB_ CHORD=147.91' R SEMEN RECOVERED \ a6 + wow C6=S71'21 57 W 49 4 X4" CONCRETE I a$• UTILITY MONUMENT \ \ N ( POLE gy \ Mi i / + ��---- /� 4 \ 9 3� AB��yO + Ay. CONCRETE / R�+ \8, w Aa �\ TEMPORARY BENCH MARK '� OAK MIOOD oM � STY POLE SET RAILROAD SPIKE k�o2 uTWTY oM S7� MANHOLE \\ IN WOOD UTILITY POLE +a�- WOOD �4 48 POLE , A�by SEI 1✓ 43.336 wood ELEVATION = 48.40 UINJTY / \ As. UTNJTM POLE o/M POLE / * SW.I 16'RCP}43.31 \ # POLE oM — om — — — — — t/ loop � / c9 \ \ MCDON ADS POLE Ag 10' UTILITY EASEMENT \ 150.00' —SlGN �-- 5' CONCRETE WALK RECOVERED RECOVERED WAVER VALVE ' k� " S 89'54 47 W � 127.84 +A� 4 X4" CONCRETE 4"X4" CONCRETE RECOVERED FIRE HYDRANT MONUMENT MONUMENT 4"X4" CONCRETE MONUMENT � \4 Pao ARC 8 oo\, AKE M L / 30 M e ri r� rA N GRAPHIC SCALE 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 BOUNDARY & TOPOGRAPHIC SURVEY DESCRIPTION: LOT 3, EXXON 4-1054 AS PER PLAT THEREOF RECORDED IN PLAT BOOK 43, PAGE 22, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. NOTES: — NO UNDERGROUND UTILITIES WERE LOCATED OTHER THAN THOSE DEPICTED WHICH WERE FLAGGED OR MARKED BY OTHERS. — BEARINGS ASSUMED ON THE NORTH RIGHT—OF—WAY LINE OF LAKE MARY BOULEVARD AS BEING S89'54'47"W. — ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 120289 0045 B, DATED MAY 5, 1981 THE DESCRIBED PROPERTY LIES IN ZONE C. — ELEVATIONS BASED ON SEMINOLE COUNTY BENCH MARK NUMBER 2031201, ELEVATION = 45.518 JAMES R. SHANNON JR., P.L.S. #4671 NOT VALID WTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER PROPERTY APPRAISER ID NUMBER 11-20-30-517-0000-0030 SEMINOLE COUNTY APPROVED FOR CONSTRUCTION THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY, AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. APPROVED. SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT DATE SHANNON SURVEYING, INC. 499 NORTH S.R. 434 - SUITE 2155 ALTAMONTE SPRINGS, FLORIDA, 32714 (407) 774-8372 LB # 6898 DATE OF SURVEY: March 21 2003 FIELD BY: J.H. D.H. SCALE: 1" = 30' FILE NUMBER; PB-43-22-LOT 3(TOPO) - -- - _ _ _ - -- - -- - v -2 M I O In fN N U C OI is It NI xI 0 0 ED M I I 1I c m m N 21 0 t m E IL cD N 0 0 N m C. a 3 IL -U 0 V) a c W mu LLc 3 0 N Z -- QGC-2 / VACANT , y; ' AGC-2 / RESTAURANT1­11{' (P-ROP:.TROP,ICAL CORNERS CAR:WASH)11 :_ GENERAL SITE NOTES ( D E N NY S)e. f ': •_• ., F PARCEL ID. NUMBER: 11-20-30-517-0000-0030 1. FOR LEGAL DESCRIPTION, BOUNDARY INFO., AND BENCHMARK INFO., SEE "'f" ��.... E FUTURE ND USE; GENERAL COMMERCIAL SITE SURVEY SHEETS " : _.-:...... ... _ ............ `' i tI. ...COMMERCIA ..:..::::.... ...... ..•., ._......... r , .._­-.A­._.,SIITTEIAREA E 108 574.20 S.F. (2.49 ACRES±) 2. PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL FIELD STAKE ALL t,, :: .. ...:.......... ...__ _.,,. i (ACAN) EXISTING USE• GENERAL L V T CENTERLINE GEOMETRY DIMENSIONS FIT EXISTING jj CONDITIONS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY ' ABUTTING PROPERTIES: DISCREPANCIES ARISE. 1 NORTH: VACANT • EAST: SEMINOLE COUNTY SCHOOL BOARD A3. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY I m ' ! i` SOUTH: WALGREENS! EAST LAKE MARY BLVD. WEST: MOBIL ON THE RUN/MCDONALD'S CORNERS OR REPLACE AFTER CONSTRUTION. I ', 1. SURROUNDING LAND USE: 4. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE N :' { ,' :: DIRECTION ZONED FUTURE LAND USE AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. NORTH: GC-2 GENERAL COMMERCIAL AI SOUTH: STREET LAKE MARY BLVD.IGENERAL COMMERCIAL 5. CONTRACTOR SHALL REMOVE PAVEMENT & CONCRETE IN ACCORDANCE EAST: GC-2 GENERAL COMMERCIAL WITH THE CITY OF SANFORD REQUIREMENTS. < 1.WEST: GC-2 GENERAL COMMERCIAL / PROPOSED USE: CAR WASH 6. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH ARCHITECTURAL BUILDING PLANS AND 11 A PROPOSED OFFICE BUILDING AREAS: SPECIFICATIONS. / 1st FLOOR Z Ii :� I : OFFICE: 1,250 S.F. 7. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ACTUAL II / -s STORAGE: 1,500 S.F. BUILDING DIMENSIONS, PORCH, RAMP & DOWNSPOUT LOCATIONS. •` ' --••- 2nd FLOOR STORAGE: 8. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE f ,° . ft rUNDEVELOPED .........:.. ,25 . TOTAL: 4,000 S.F. CONSTRUCTED TO SAME. I . I , ­ :: 'r - r ; ; " , , ,� RETENTION PO I . r, I, ' r F ' , GC-2 0 /RESTAURANT ..11 ` ..... , -- f' f '-;_ (MCDONALD-S) i ` > ,` ffr t f ,�'% ------------ -- f` - f e I ( i q,., _ A TOE �, reo "t O s '«... C 1 (O m TOP 1 ff' ..... ^� q 3.58' 15' 1 .:. .. i . .,..:.. .x ,._: . - r 5 ti .' ) ' : ^o ; ... 9 ..' $989 3R 3R. 6. ;, ' / 10 f ,. y,i x' N 1 ...�....., ., , ....:,._ 3 . :., : 2.Z4 2TR. ; € :� 2 (6001 0 "' 15 1100^ s t I -A* ... . . ; • . f . f 39.00' Q. .tnI .:. _ VACUUM e. e{w 4: . ,:,., �_._4.:: a. .AREA` ao ---F.F. H 151.00 yy :. ;: s jI f 1 s 22 1 , ( A& ... v> a:. . b o If a 'x I II °i 55.51' }11 •14 - f • 1 33-10" Yl LLI� 1� 20' o• m 1 L. - If Happy 96.;^. s, i.: :S f o 4 Bays I) I ! o v 15.00' v - F CARWA$H. E _ CAR WASH . F.F. EL: := 51 ' ' { F.F. EL. = 51.00 !' , }' 54.88' 7 s3'-z^ 1o'-a• I 1,i `.ti 961%1•. I iI ' 7. - -- p e m N N O-� _ I.t _. f - �' � 1. 5'-4 7/8' m 7-0 s N I . • * 11 { 'f y yC1 27.59'- -A 11 :. I 1 � C -(BOC) )-: ___ �1 I , '..i ., ......, i :J ro / ': f 1 f..I a 11 AGC-2 / GAS STATION / CONVENIENCE STORE I I I j CR o , 1 1 [: y" 3 30'R. 25'F r' (MOBIL ON THE RUN) # .`'. { 22 I I 65'.40'..... . (BOC) 1 50'R. 11 +i . . 15 TOP A f ' l RETENTION TOE i 15 A ,< Q ' i , 135.64' s (BOC) 12 \1. 12 \ \ A /vim/V�' 1 o M h 11 f i t fs \\ /� cV� f /\ / J / \ 1.1 I I _ \ r :. :.: '.'.i5 R (BOC) \ ,,� - - f, i :;.; I I A PROPOSED CAR WASHNACUUM AREAS: 9. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY ' CAR WASH 4,444 S.F. EXISTING ITEM DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, VACUUM BLDG. EQUIP. RM. 144 S.F. DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL APROPOSED BUILDING HEIGHT: BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. CAR WASH 14'-0" - 25'-3" 10. CONTRACTOR TO REMOVE OR RELOCATE, WHEN APPLICABLE, ALL EXISTING 39.50' VACUUM CANOPY 14'-6" BUILDINGS, FOUNDATIONS, BASEMENTS, CONNECTING IMPROVEMENTS, (BOC) OFFICE BUILDING 24'-0° DRAIN PIPES, SANITARY SEWER PIPES, POWER POLES AND GUY WIRES, 19s50 BUILDING SETBACKS: % REQUIRED PROVIDED WATER METERS AND WATER LINES, WELLS, SIDEWALKS, SIGN POLES, (BOC) NORTH: 20.00' 164.05: UNDERGROUND GAS, SEPTIC TANKS, AND ASPHALT, SHOWN AND NOT ri SOUTH: 25.00' 12D.39' SHOWN, WITHIN CONSTRUCTION LIMITS AND WHERE NEEDED, TO ALLOW FOR IS WEST: 11 10.00, 54,22' NEW CONSTRUCTION AS SHOWN. CONTRACTOR SHALL FOLLOW ALL LOCAL, £ 1492:7Q EAST: , 10.00, 10.00, STATE AND FEDERAL REGULATIONS IN DISPOSING OF ALL MATERIALS f' REMOVED FROM THIS SITE. '0.00'11 N A LAND COVERAGE SUMMERY: IMPERVIOUS AREA: 47,037.08 S.F. (43.3%) 11. ALL PAINT USED FOR PARKING STRIPING SHALL BE ALKYD PETROLEUM - - I OPEN SPACE: 61,537.12 fkjF. (56.7%) BASED PAINT, TWO COATS OF PAINT IS TO BE USED. 19.50T 1 CITY OF SANFORD PARKING REQUIREMENTS: (BOO) ` BUSINESS AND PROFESSIONAL OFFICES REQ.:.5 SP / 100 SF 12. CROSS WALK STRIPING, STOP BAR, HANDICAP SYMBOL, AND .11 10 00 1,250 SF (OFFICE SPACE X .5 SP / 100 SF = 6 SP REQ. SURROUNDING DIAGONAL STRIPING SHALL BE THERMOPLASTIC. �125'-0' i i .. WHOLESALE AND STORAGE REQ: 1 SP /PERSON REGULARY 13. DIMENSIONS AND RADII SHOWN ARE TO FACE OF CURB UNLESS NOTED (BOC) I m M WHICH INDICATES BACK OF CURB. EMPLOYED ON THE PREMISE OR A MINIMUM OF TWO (2) PARKING SPACES BASEOf ON LESS THAN 4,000 SF. .. . - 2,750 SF OF STORAGE Ar2IEA AND NO EMPLOYEES = 2 SP REQ. 14. SIGNAGE AND TRAFFIC MARKINGS SHALL BE IN ACCORDANCE WITH II�� F.D.O.T. AND CITY OF SANFORD REQUIREMENTS. ' AUTOMOTIVE: 1,5 SP / PE�2SON REQULARY EMPLOYED ON THE PREMISE OR A MINIMUM OF 2 SPACES PLUS (1) 15. PROPOSED ACCESSIBLE PARKING SIGNS TO BE INSTALLED AS REQUIRED. ADDITIONAL SPACE FO�I EACH ADDITIONAL 1,000 SF OVER CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SIGNS NEEDED. ALL Z 4,000 SF. Ii� ACCESSIBLE SIGNS SHALL BE BUILT INSIDE PIPE BOLLARD PER DETAIL f ' 4,444 SF OF CARWASH COVERED AREA AND ONE (1) LOCATED ON DETAIL SHEET. Q 161 EMPLOYEE. = 1SP + 2SP-�3 SP REQ. J �L o li'I 16, CONTRACTOR IS TO INSTALL SMOOTH TRANSITIONS BETWEEN CHANGES IN N TOTAL SP REQ. PER CIT CODE = 11 SP CURB TYPES. j O 1 o m O u o : oo PARKING PROVIDED: 1!i SPACES 17. ALL PERIMETER CURBING SHALL BE VERTICAL CURBING UNLESS OTHERWISE NOTED. W O W � ,_ 10' x 20' SPACES 6 I; 3 GARAGE SPACES (INSIDE OFFICE BLDG.) 3 18. ALL SIGNS SHALL HAVE T-0"MIN. CLEARANCE FROM FINISH GRADE TO V u ., 12' X 20' HANDICAP SPACE 1 LL•� # SUBTOTAL II' 10 BOTTOM OF LOWEST SIGN MOUNTED ON POST. 1 19. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY O i CAR WASH SPACES 8 ' _1 VACUUM SPACES I}. 1p REGULATIONS AND CODES, AND 0.5.H.A. STANDARDS. SUBTOTAL 1' 18 20. ALL DISTURBED AREAS SODDED AND WATERED UNTIL A HEALTHY STAND OF ih: : "TOTAL 28 GRASS IS GROWN. 5.00' i>: Y D T U LESS OTHERWISE OTED. 21. ALL CURBED RADII ARE TO BE 1 AN NN f; PARKING STATEMENT THE DEVELOPER INDICATED THAT HE ANTICIPATES THERE 22. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, WILL BE ONE (1) EMPLO'YEE WORKING THE CAR WASH A 25'-0 10-rf 10 00 FACILITY. THE PROPOS D OFFICE/ STORAGE ON THE REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN ....... ....... PREMISES IS PLANNED FOR CORPORATE OFFICES FOR HIS BASE BID. 1 CAR WASH FACILITIES.hi E IS PLANNING FOR (2) OFFICE 23. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT SPACES WITH TWO (2) F�IPLOYEES THE TOTAL EMPLOYEES NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS AND 24 : ANTICIPATED TO BE EMPLOYED FOR THE ^.NTIRE POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH I ESTABLISHMENT ON TH -.:LARGEST SH;FT IS THREE (3). 13 f GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. 'ALL COST SHALL BE INCLUDED IN BASE BID f' b BASED ON THE PARKIN �STATEMEN'i ABOVE WE ARE REQUESTING A WAIVER OR THE NUMBER OF PARKING 4 4VV ', N `.> �� r-, 24. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A s u� SPACES REQUIRED, , , y�1CH CIRCUM ;riNCES THAT THE 18 SURVEY BY A LAND SURVEYOR. PARKING SPACES ALOTgED FOR IN THE VACUUM 20 BAYS CANNOT BE COU ED TOWARDS THE TOTAL PARKING 1 REQUIREMENTS. 25. TOTAL LAND AREA IS ± 2.49 AC. 1.... A26. `- NO WETLANDS APPEAR TO BE PRESENT BASED ON USGS MAP, AND VISUAL INSPECTION. 10.00' �; AGC-2 / FACI.LITIgS DE �'AI TMENT: A27. SOIL NSERVATION INDICATE THAT THE PREDOMINATE SOIL RECORDS FROM THE USDA L CO 35.50' :(BOC) (SEMI1-1 N.OLE COUNTY SCHOOL BOARD) FOR THIS SITE ISMYAKKA. (BOC) ' TRI.A28. CONDITIONAL USE FOR THIS SITE WAS APPROVED ON MAY 15, 2003 TO BE ESTABLISHED A � /11� , AS A CAR WASH IN A GC-2 ZONING. , DEVELOPMENT ORDER NO. 03-0023. 1 N 8 KEYNOTES ,. 1 76'R: 3 18 10'R. / / / / 4 / A 16 / / / / / / it ' O BOLLARD - SEE DETAIL, SHEET C-7 1 11 �'' y �3 / / / / /� , ' O2 DUMPSTER LAYOUT - SEE DETAIL, SHEET C-6 8 3/ / / / // j' O ASPHALT PAVING -SEE DETAIL, SHEET C-6 �. / O4 PAINTED H.C. SYMBOLS - SEE DETAIL, SHEET C-6 ,.•' 1. f / / j , / O REMOVE A PORTION OF EXIST. FENCE FOR DRIVEWAY CONSTRUCTION . 100'R./ / 18 / / / / ©CONCRETE RIBBON CURB -SEE DETAIL, SHEET C-6 / / / / / / �/ /O O7 "DO NOT ENTER" SIGN PER M.U.T.C.D. (R5-1). an . / � / / 1/' / "I-, ® 2' SOLID WHITE PAINTED (THERMOPLASTIC) STOP BAR AND / m ,; / / / / /// % 4"WIDE DOUBLE YELLOW LINE (THERMOPLASTIC) / / / / // Og 4" WIDE PARKING STRIPE PAINTED WHITE (TYP.) , % / / / �, / / / 10 4" WIDE DIAGONAL STRIPES PAINTED WHITE AT 2 FT. O.C. @ 45" / 11 TRAFFIC FLOW ARROWS (TYP.) - SEE DETAIL, SHEET C-6 RETENTION ' dam.: / / / / /' 9 /%' 12 FOOT DIRECTIONAL ARROWS - PER FDOT INDEX NO.17346 1-1 / // POND 2 / / / j / / / /%' / 13 HANDICAP PARKING SIGN - SEE DETAIL, SHEET C-6 / / / j / / / j� / 14 "ONE WAY" SIGN PER M.U.T.C.D. (R6-1). / / /. / % / / /, // / A 15 EXISTING TREES TO BE SAVED/PROTECTED, SEE SHEET L-1. / / j / / 16 SAW -CUT &MATCH PAVEMENT WITH A SMOOTH TRANSITION / / � % / /' �� k19 "� 17 EXISTING EGRADE FROM BACK OF CURB DOWN TO GGRADE AS SHOWN ON GRADING PLAN. MATCH THE �/ // %_ / /' Q /'� / 110 // A 18 "STOP" SIGN (R1-1, INDEX No. 17302)(HIGH INTENSITY GRADE) / j / / / / // / / // / SEE DETAIL, SHEET C-6 --- / / / X 19 "PEDESTRIAN CROSSING" SIGN - SEE DETAIL, SHEET C-6 1-1 / / / / O _ _ / / 0/ 6 \ N / \ - - ..... ...... ... ... ....r / / " �- / / j / / PROPOSED PLAYGROUND AREA SEE ARCH. PLANS L/ / / / / �\aQ ��/ / ©0 PROPOSED CONCRETE FLUME SEE DETAIL SHEET C t; :. 16 / / G� / 0 A 2 / / / / \ C'�� / \ \ \ 0e s.: ; " ,` - - � /�% / / / /% / �� ��� �'/ / /�'/ 22 CONCRETE VERTICAL CURB (TYP.) -SEE DETAIL, SHEET G6 _ - i.:: .....-:�,". �._..�_,. _.......... ` - 1.. -__ / / / OCR � // < < = a _ \ \ \ _:. ....� :.....:1......... .. -- / / %/ / / % Gq\ A �/ /// / ©3 NOSE DOWN PROPOSED CURB & GUTTER AT 4:1 MAX. SLOPE �_ -:`.� - - - - - t .. :`f - / / / S / 0/ / / 4 PROPOSED MURALS F 1-1 -.. 11 t �/ �i / / / 0 / / / ©5 SEE SHEET C-SA FOR OFFSITE DECEL LANE AND CURB CUT. THIS / _ _ _ '� =� _ I t 0\ /���� ,p / / / j �1�k� / �j // / / WORK SHALL BE CONSTRUCTED BY A SEPARATE CONTRACTOR. -4 _ �^ - _ `, =� /i / // / /// / / / / 2 © 6"WIDE SINGLE WHITE LINE (THERMOPLASTIC) / / �� _ -a _ �` = / O \ o = / i i / 1-1 __,�i / / / �% / 2 2© PROPOSED SIGHT VISIBILITY TRIANGLE (SEE SHEET, L-1) "-'_�� �'-'_-n- �'_'-� ------------------- `�-____-=_=_- - %� / o A PROPOSED LEGEND _ 112+ O _ _ _ -a p /I I \� � - - _//% / �/ / 1-1 // - - - PROPOSED WORK BY OTHERS -0 I _ _ _ _ _ - ......... ` _ ' _ ` _ _ - � a� 1 - - a -a _ - - - - = �� \\ \ //i// / / / % / 1-1 1-1 /'/ PROPOSED FUTURE EXPANSION \ / O/ / / \\ _ ` _ _ ` '-- - _/ `� i-00 V - � _ �/ i I I I I I j / / / , / / ' / ' _ - _' `_ -�. _ ' ` � i i 116+p0 1 �j III / / / % / / \\� _ _ - _ / i����/ F \ ` _ = -_ - _ ` _ , - // j / j i% A CONTRACTOR SHALL CONTACT _ _ 115+00 A40 MPH POST LIMIT R D % %: -, _ / SUNSHINE STATE ONE -CALL 0 _ �= z _ _ _FLORIDA INC. 1-800-432-4770 _ \ = __ � °` = ? _ 114+00 -- - - ---I _ -- O U � - �� _ �,-:_��_-' / °� / i�// / i / / `� - _ � _°= M A R Y _ _ _ _ _ _, _ - /� _� � / __ / / FOR LOCATION OF PARTICIPATING LAKE ----- B - -- �, / -!Z.a �- _ - - - / / UTILITIES AT LEAST 72 HOURS ^ � ��-A " - \ \ \ \ \ \ o; PRIOR TO BEGINNING CONSTRUCTION. _ _ - = - - - - - - \\\\\\� II CONTACTING ALL NON -PARTICIPATING _ _ _ _ _ °- - -- C \ \ \ \ \ \\�� �� UTILITIES INDIVIDUALLY. _ _ �ii 7: V PROPERTY APPRAISER ID NUMBER 11-20-30-517-0000-0030 SEMINOLE COUNTY APPROVED FOR CONSTRUCTION THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. APPROVED. SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT ' DATE ""- �__ _ _ _ ___ �_�- \ \\ \ NOTE I I I I - _ ` _ - - - _ - - - - - - - - - - _ - - - - - - _ _! _�T / i ' -`�I \\ \\ \ \\ A OFFSITE ROADWAY AND UTILITY INFORMATION WAS PROVIDED BY THE FINAL ' I � - •� _ _ _ _ _ _ _ _ - I /-- � - � � � � \\ I SEMINOLE COUNTY LAKE MARY BOULEVARD, PHASE III CONSTRUCTION ' ' ' ' '� �� - - - - � // - - - - - - - - - - - - - �1 _ - � \\ I � \\ DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL OFFSITE ROADWAY E N G 1 N E E RI N G PE E i I I I I I ' r- - - _ _ _ _ - _\ � C- -) �r I y/ _ _ _ _ _ _ _ - AGC-2 / VACANT \\ INFORMATION PRIOR TO THE START OF CONSTRUCTION. SJTCH, P.E. 2003 00 N }a N W b0 O C3 w r U K O7 M a %0 0 N M %i w k M i.. y ;4.V t O w Pq O " 'tj wC V] Z, is wwaunU 9N� M tV P. M of v q o `" • ^x * Al IQ n 4 3 0 M M O O , M N O rL II W 't p = z z cn cM O O o 6 .. Z N (Q 0 O � 0 LL -D -i -1 LO oa a a Q Z i W ( . 0 I Z) I 0 1 W I J I O 1 I Z W I w I (L I ) •N I 0Y M C0 C M ((D (pgy 1- (10 1 ® ® z � 0 M O CQ M O to M O (O (� - (D ,n " M (a Y Y = w uj 9 z a z 0 11 -0 c -0 � a) U t := > Q D c 3 D U o Q II -A J Q Z >+ x O m �O _j >% LL Z p 2 CL'0O = � Z U) a s a N fD 0 51.5 a 50.9 51.3 50.4 50.8 49 :5to • Z j 51.3 J LL o 21. 51.0 50.8 a 51.4:. 51 y 50.9.H,P: m O n II 51,3 51.3 ILI O W I A5O. 50.8 51.5 H.P. n /A l 50.8 P L% u- 51.0 / 1 / V ; LL a' .. LLto O n • VACUUM AREA C F F. EL. 51.00 - 3 . FL NCRETE SHALL BE SH WITH PAVEMENT / 2' 4' 11' 12' 148' 10 PROP. MAINTENANCE 1 BERM @ 10:1 SLOPE 4 4 1 1 PONDBOTTOM= 48.0 EXIST. GRADE NOTE THE MAX. STAGE FOR THE 25 YRJ24 HR. STORM EVENT = 49.97 SHWT=45.90 � AiASECTION "A" -"A" SCALE: HORIZONTAL 1 "=30' VERTICAL 1 "=3' 513 I ! 50.7 50.9 50.3 =, 51.3 / S 5B ! OQ 51.0 LL 1 50,8 3 S 5 50.7 51.4 50.9 5 7 51.5 f•. r - H. 51.0 H P 0 y1:.F j 51. I n S4 Ha:: py •• -- 51.6, ') - ..... :a .. •`may .:.. 51 5 CARWASH BAYS 51 s -' CAR WASH F.F. EL: - 51.00 H.P 514 - MATCH ., F.F. EL. = 51.00 s ! r r3 EXISTING e '-00 ' 51.3 s 510.7 qr f -T_ I 11 MATCH / 51.2 50.7 t+ ,H P; 51:4 ( EXISTINfi' ` '. 50.3 50.2 U. - S_2 CONTRACTOR SHALL REMOVE 51.3 EXISTING ASPHALT AND_FILL TO x npn I \ H.P. 50.8 � : THE PROPOSED BACK OF CURB / 5 ; 15HP 51 0 � £ : 5 € Jka 1 �-_-48.12 49 RETENTION s-13 (. S-12 8 POND - 3 s-1a 7 S_11 RETENTION / S 1 46.51.0 ABQ I 51.0 50.3 50:5 R a 9 POND . 2 48.78- 51.4 48.89 Iwm / H.P. 5 , 11 if / a £ m 2 r s 50.7 H P / BY OTHERS SIDEWALK" / / / � / s ll�C, ELEVATION = t 49.0 CONTRACTOR SHALL FIELD VERIFY AND 50 Q ADJUST EXISTING WATER MAIN TO 4 MAT48.95 / Q AVOID I CONF GT WITH THE PROPOSED L. - - -MATCH- PROPOSED STORM PIPE "' " ' ' %/ aa.2e I E .PROPOSED / / i/ <:. .."-�,:�-------W------- 48.94 EXISTING PROPERTY CORNER <. ` / i y 22 / / / / j / / / I (••• WILL BE REMOVED AND SHAL4:B1 0 /// i / REPLACED AFTER THE INSTALLATION �� yii/ --SEE OFFSITE IMPROVEMENTS` % N18k //--49 34 OF THE PROPOSED STORM PIPE � rim 48.10 SHEET C_6A 4888 -- o-/ \ I -- -- /� / / S17 47.95 I 48.76 I 49.43•,rj� i 47.20 / / 47.80 a _ 47.42 47.65 - _•'a h�\\ _ f% O/ / F:THE 48.46- y - = = // 49.9 j j Q EX&STING MANHOLE (S-111) BASED OF 31` - - - _ _ - \ _ -49.42 / SEMINOLE CO. LAKE MARY BLVD.:PHASE III PLANS - S. F.L.=44.42 '115+00 / 114+00 - - L E V A �/% / Q/ 50.11 LAKE M p► R Y B u-_--= _ _o- I f i "a9.24 49.88 48.34 48.9,(' 9' 49.76� i�� �j•/i �i \ \ \� �\ \� / / � / 48.79/ \ 11 CF- 1 48.86� 49.46, - �'y/ 50.08-' \ �� 49.08- 49.31N\� _Tli A PROP. CURB & GUTTE SEE DETAIL, SHT. C-6 SEE PAVING DETAIL - SHEET C-6 EXIST. PROP. CURB & GUTTER SEE DETAIL, SHT. C-6 SEE PAVING DETAIL - SHEET C-6 13' , 17' 20' 1 GENERAL GRADING NOTES 1. 2. 3. 12' 8' 4' 11' 10' 3' PROP. CURB & GUTTER 4. SEE DETAIL, SHT, C-6 4 4 SEE PAVING DETAIL 1 SHEET C-6 5 6. PROP.GRADE 7. 8. 9. 10 AN 11. R 12. 7' 1' 10 1 I 13. PROP. MAINTENANCE BERM @ 10:1 SLOPE CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND NOTIFYING THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES, PIPES AND ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURBS, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. EXISTING GRADE CONTOURS ARE SHOWN AT ONE FOOT (V) INTERVALS. FINISHED GRADE CONTOURS ARE SHOWN AT ONE FOOT (1') INTERVALS. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE CONSTRUCTED TO SAME. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ALL PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC PER FDOT INDEX NO. 280. ALL CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH OF 2500 P.S.I. UNLESS OTHERWISE NOTED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO ANY LAND DISTURBANCE ACTIVITIES. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALK, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC. CONTRACTOR SHALL COORDINATE PROPOSED UTILITY CONSTRUCTION WITH ALL UTILITY PROVIDERS TO ALLOW THEM TO WITNESS THE CONSTRUCTION AND ENSURE THEIR PARTICULAR UTILITY LINES ARE PROTECTED, 4 4 4 14. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER 1 0' 1 1 PROP. SILTFENCE DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS SEE DETAIL, SHT. C-10 ENCOUNTERED DURING EXCAVATION. 15. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDING OR POND PAVEMENT SHALL RECEIVE 4 INCHES OF TOPSOIL, SEED, MULCH AND %DE- BOTTOM WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED UNLESS OTHER- 46.8 PROP. GRADE WISE NOTED ON PLANS, SEE LANDSCAPE PLAN. Q3 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY TRAFFIC SIGNAL EQUIPMENT INCLUDING BUT NOT LIMITED TO FIBER, LOOP SENSORS, SHWT�45.30 PULL BOXES, CONDUIT, TRAFFIC SIGNALS, AND CABINETS. ANY ITEMS DAMAGED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS UNLESS OTHERWISE AGREED UPON BY THE SEMINOLE COUNTY TRAFFIC ENGINEER. NOTE THE MAX. STAGE FOR THE 25 YRJ24 HR. STORM EVENT = 49.97 STORM SYSTEM NOTES ,&SECTION "B"-"B11 SCALE: HORIZONTAL 1 "=30' 2. PIPE LENGTHS ASSOCIATED WITH MITERED END SECTIONS DO NOT INCLUDE SEGMENT TO BE INCLUDED UNDER UNIT PRICE FOR M.E.S. VERTICAL 1 "=3' (A.K.A. DIMENSION F, F.D.O.T. INDEX NO, 272) 3. ALL STRUCTURE INVERTS SHALL, BE CONSTRUCTED PER F.D.O.T. INDEX NO. 201. 4. ALL STRUCTURES WITH TYPE J BOTTOMS SHALL BE CONSTRUCTED RAN PER F.D.O.T. INDEX NO. 200. 5' 3' 5. ALL DRAINAGE STRUCTURES, INCLUDING CLEAN -OUTS, SHALL BE 3' 18, 27' 17' 9' INSTALLED WITH TRAFFIC BEARING GRATES AND FRAMES, TOPS, IRINGS AND COVERS, ETC. AS APPLICABLE. _ 6. ALL PROPOSED INLET GRATES SHALL BE RETICULINE STEEL. .....-. 4 4 1 1 EXIST. GRADE POND BOTTOM 46.8 SHWT=45.30 NOTE THE MAX. STAGE FOR THE 25 YR./24 HR. STORM EVENT = 49.97 SECTION 11C°-11C" SCALE: HORIZONTAL 1"=30' VERTICAL 1 "=3' PROP. MAINTENANCE BERM 5' @ 10:1 SLOPE 3' @ 4:1 SLOPE 9' @ 12:1 SLOPE TO MATCH PROP. SIDEWALK @ EL: 49.0 y'--PROP. SIDEWALK (BY OTHERS) PROP. SILTFENCE PROPIGRADE SEE DETAIL, SHT. C-10 1 2 PROPOSED STORM SEWER SCHEDULE S-1 CONCRETE MES, FDOT INDEX NO. 272 S-9 CONCRETE MES, FDOT INDEX NO. 272 WITH FLOW DISSIPATOR. INV. 48.00 (SEE DETAIL, SHT. C-6) INV. 46.30 S-10 CONCRETE MES, FDOT INDEX NO. 272 S-2 50 L.F. - 15" RCP @ 1.20% WITH FLOW DISSIPATOR. (SEE DETAIL, SHT. C-6) S-3 TYPE C INLET, FDOT INDEX NO.232 INV. 46.30 TOP ELEV. 50.20 S-11 36 L.F. - 15" RCP @ 2.50% S. F.L. 46.90 N. F.L. 47.00 5-12 TYPE C INLET, FDOT INDEX NO. 232 S 4 84 L.F. - 15" RCP @ 0.36% TOP ELEV. 50.30 W. F.L. 47.20 S-5 TYPE P MANHOLE W/ TYPE J BOTTOM E. F.L. 47.20 FDOT INDEX NO. 201 S-13 31 L.F. - 15" RCP @ 2.90% TOP ELEV. 50.80 S. FL. 47.30 S-14 CONCRETE MES, FOOT INDEX NO. 272 N.E. FL. 47.60 WITH FLOW DISSIPATOR. E. FL. 47.30 (SEE DETAIL, SHT. C-6) (S-570 159 L.F. - 12"X18" ERCP @ 0.31 INV. 46.30 S-5B TYPE C INLET, FOOT INDEX NO. 232 S-15 TYPE C INLET FDOT INDEX 232 OUTFALL STRUCTURE (SEE DETAIL, SHT. C-6) TOP ELEV. 50.30 TOP ELEV. 50.00 E. F.L. 47.80 S.W. F.L. 44.70 S-6 59 L.F. - 12"X18" ERCP @ 0.34% S-16 105 L.F. - 15" RCP @ 0.27% S-7 TYPE C INLET, FDOT INDEX NO. 232 S-1 CORE -BORE AND CONNECT TO EXISTING MANHOLE TOP ELEV. 50.20 BY OTHERS AT AN INVERT ELEVATION OF 44.42 S.W. F.L. 47.80 CONTRACTOR SHALL FIELD VERIFY LOCATION N.E. F.L. 47.80 AND INVERTS OF EXISTING MANHOLE S-8 47 L.F. - 12"X18" ERCP @ 0.34% CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE -CALL OF FLORIDA, INC. ® 1-800-432-4770 FOR LOCATION OF PARTICIPATING UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON -PARTICIPATING U11UTIES INDIVIDUALLY. Q NOTE OFFSITE ROADWAY AND UTILITY INFORMATION WAS PROVIDED BY THE SEMINOLE COUNTY LAKE MARY BOULEVARD, PHASE III CONSTRUCTION DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL OFFSITE ROADWAY INFORMATION PRIOR TO THE START OF CONSTRUCTION. PROPERTY APPRAISER ID NUMBER 11-20-30-517-0000-0030 SEMINOLE COUNTY APPROVED FOR CONSTRUCTION THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. APPROVED. SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT PROPOSED LEGEND (T.C.) TOP OF CURB (E.P.) EDGE OF PAVEMENT \(E.P.) PROP. ELEV. BY OTHERS -� - PROP. FLOW DIRECTION PROPOSED TYPE III SILT FENCE, SEE EROSION AND SEDIMENTATION CONTROL PLAN. 96 PROPOSED CONTOUR - CONTRACTOR SHALL NEATLY SAW -CUT AND MATCH Q EXISTING PAVEMENT WITH SMOOTH TRANSITION, AND RESTORE AREA TO ORIGINAL OR BETTER CONDITION EROSION AND SEDIMENTATION CONTROL NOTES MAINTENANCE OF EROSION CONTROL MEASURES IS OF PARAMOUNT IMPORTANCE TO THE CLIENT. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS. THE EROSION CONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS OCU S SHOULD BE CONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. ADDITIONAL EROSION CONTROLS MEASURES MAY BE REQUIRED DEPENDENT UPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT AND/OR AS DEEMED NECESSARY AS A RESULT OF ON -SITE INSPECTIONS BY THE OWNER, THEIR REPRESENTATIVES OR THE JURISDICTIONAL AUTHORITIES. THESEI ADDITIONAL MEASURES SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE OWNER. IT IS THE CONTRACTOR'S ULTIMATE RESPONSIBILITY TO ASSURE THAT THE STORM WATER DISCHARGE FROM THE SITE DOES NOT EXCEED THE TOLERANCES ESTABLISHED BY ANY OF THE JURISDICTIONAL AUTHORITIES. . RETENTION POND OPERATION AND MAINTENANCE NOTES A. THE SIDE SLOPES AND BOTTOM (WHEN ACCESSIBLE) OF RETENTION PONDS SHALL BE MOWED AT REGULAR INTERVALS TO ENSURE NO LOSS OF POND VOLUME. B. ALL EVIDENCE OF EROSION SHALL BE INSPECTED AND REPAIRED BY THE CONTRACTOR. REVISED DRAWING SUPERSED PIRBVIOUS PRINT QNOTE THE OVERFLOW FROM THE CARWASH AREAS WILL NOT ENTER INTO THE STORMWATER TREATMENT SYSTEM. FINAL ENGINEERING O M co CD N cD I ; II �- W Z N Z (41 ui O Z co O N I (a (n @ 0 .0 N LL O N `O CL CL 4 I W W F- I- 2 Z Z W d U 0 Z WZ 1 r0 0 �C Z 000L ° G in U U � 0 � J J 0 ..a Z Z z ry 1 a cn co LL U W M O M O M O M O N N N N p © a © z •� M 0 M 0 M 0 M 0 E� w (wO (D ((O � M _ t w� m m (n ci Y = W -� d It. , z a ,p v C ���CL C 3 Y rJ > o u 0 a)�1 CL a I' W Q Q M O I. UL ZM O 1l LL Q Z U) V Z vJ HR-JOH SLITPH, .E. 115 E P, m 3 'p a. U a w w Il v 0 It N Z f f }' -.- s f, c ...,.... i>. ) .. ... :_ . . ....... . f ; F GENERAL UTILITY NOTES . - ...... i 3 3 .. .y 4 i..:.... ... ..... _... ,...,:...... :.:.:.::�;::........ ...,.., ..._ ............. ......._, _,. ...... U.-, � �..._. (`; 1 .,......:...: 3 I 1 E COVER SHEET FOR A LIST OF UTILI MPANIES SE TY . . , >: i 1 ; .3 . � ,. 1 s.;.... . ____ ............... I ,.__ ............. _ - _. 2. GENERAL CONTRACTOR 15 TO COORDINATE WITH APPROPRIATE UTILITY ,:.. Y I COMPANIES PRIOR TO CONSTRUCTION, ADJUSTMENT OR RELOCATION OF ,f `l # p P RO P O S E D SANITARY EXISTING UTILITIES AS DESIGNATED ON PLANS. 3 THE CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY INSPECTORS 72 x t: ` ° `' HOURS BEFORE CONNECTING TO ANY EXISTING LINE.R fr' -. ;: SEWER SCHEDULE N 4 VERIFIED BY THE CONTRACTOR PRIOR TO NEW UTILITY I DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES EXISTING y y € UTILITIES SHALL BE # {= O PROPOSED LIFT STATION LINES BEING INSTALLED. f b (SEE DETAIL, SHEET C-11) f`' „ { 5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ f O 43 L.F. - 8" PVC SANITARY SEWER @ 0.47% OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS 1.f . r BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE '.... O SANITARY SEWER MANHOLE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS C i I TOP ELEV. = 51.30 NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR . . .1 // / € S.W. INV. ELEV. = 45.50 MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS E. INV. ELEV. = 45.60 BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. y, / i {IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL ' 69 L.F. ill"! O - 8" PVC SANITARY SEWER @ 0.43% EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS y N SHOWN ON THE PLANS. ' < f E SANITARY SEWER MANHOLE I : : O TOP ELEV. = 50.90 6. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING ` UNDEVELOPED - W. INV. ELEV. = 45.90 UTILITY DURING CONSTRUCTION AT NO COST TO THE OWNER. ......../y'' LAND I S. INV. ELEV. = 46.70 / E. INV. ELEV. = 46.00 7. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS ,/ f , ; - RETE 9 . ION PI . I 1 SANITARY ' ! ..•` I 20 L.F. 6 PVC SANITARY SEWER @ .00% SEWER LATERALS DOMESTIC AND FIRE PROTECTION WATER SERVICE, ;. i : 1 - " ELECTRICAL, TELEPHONE AND GAS SERVICE. CONTRACTOR SHALL COORDINATE O R 1 i ` s "`% 6" CLEAN -OUT INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICT AND 0 O TOP ELEV. = 50.90 ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS COORDINATING WITH O ;r , INV. ELEV. = 46.90 UTILITY REQUIREMENTS AS TO LOCATION AND SCHEDULING FOR TIE-INS/ {l : 1.1.CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. II W O M a f / f: O 5 L.F. - 6" PVC SANITARY SEWER @ 2.00% _ N s` 11 `r f' O 8. THE TOP ELEVATION OF MANHOLES CONSTRUCTED IN PAVED AREAS SHALL Z U r { I 124 L.F. - 8" PVC SANITARY SEWER @ 0.40% MATCH FINISHED GRADE. THE TOP ELEVATION OF MANHOLES CONSTRUCTED -� 11 r / O IN GRASSED AREAS SHALL BE 4" ABOVE FINISHED GRADE (UNLESS NOTED M J SANITARY SEWER MANHOLE OTHERWISE). O TOP ELEV. = 51.50 O O W. INV. ELEV. = 46.50 9. ALL MANHOLES CONSTRUCTED WITHIN PAVED AREAS SHALL BE INSTALLED 4 .. N r 3 [ E. INV. ELEV. = 46.70 �, / WITH TRAFFIC BEARING RINGS &COVERS. U fT3 f >q �+f N. INV. ELEV. = 46.60 O - ' f 't % 10. ALL CLEAN -OUTS WITHIN THE PAVEMENT AREA SHALL BE INSTALLED WITH Y 1 f',"3 O 18 L.F. - 6" PVC SANITARY SEWER @ 1.11% TRAFFIC BEARING PARTS AS APPLICABLE. fir. �. O I r i :. O CLEAN -OUT 1 `" f F WITH NON SHRINKING LL PIPE ENTRANCES TO SANITARY O ' P ELEV 46 9D INV. E - SEWER MANHOLE GROUT TO ASSURE CONNECTION TO _ CONTRACTOR SHALL �,,,, , FEL :..., IS WATER TIGHT. S W d a Q GROUT AROUND A .i <X . r e ,; ;:'s .> i y 5 L.F. 6 PVC SANITARY S 2 00% O EWER @ f 13. ALL CONCRETE FOR ENCASEMENT SHALL HAVE A MINIMUM COMPRESSIVE Q " f 165 PVC S Y SEWE @ 0 °/ STRENGTH OF 3000 P.S.I. AT 28 DAYS. L.F.. .42 0 f ' ` %r` =_ •• `" SANITARY SEWER STUB OUT WITH PLUG 14. CONTRACTOR SHALL PROVIDE ALL APPURTENANCES SUCH AS CHECK - N 8" ANITAR R W VALVES, BACKFLOW PREVENTERS ETC. AS R W ',% f'` ! N O REQUIRED BY GOVERNING INV. ELEV. 0 f AUTHORITIES. : o N 0 ; 47 3 W i f 15 i e f f o ', LL AND SANITARY SEWER LINES SHALL HAVE A J W ::: -...1. js£ g £/i :� r MM u� .. MINIMUM OF 3OOF COVERRCE MAIN A f6. a ,. '.a f ... f<.,I.-W 0 I I I Z W < j F;:' ' o I 16. ALL ABOVE GROUND UTILITIES SUCH AS FIRE HYDRANTS OR BACKFLOW O fW uJ PREVENTERS INSTALLED WITHIN 3' OF THE BACK OF CURB SHALL BE W _ f If' ': f e LL PROTECTED WITH A GUARD POST (SE CITY OF SANFORD DETAILIx / V G W f! e - t QSHEETS C-7 AND C-8) (n u' W !- Z U LL Z 0 17 CONTRACTOR SHALL COORDINATE INSPECTION ON ALL UTILITIES, WITH z W % r , ff APPROPRIATE AUTHORITIES PRIOR TO COVERING TRENCHES DURING Z C :: _. ' i y ' I ­ ., " :-W �m .',',', . ­ -1. . .. ).wm ..5 fff' {, 3 :f f .. .... ... . j. s -; y I'. ....is . .I VACUUM AREA • _....� •. .M 4. _ __ F.F. EL 51.00 --_ 1' INSTALLATION. W O '[.. PROP. ELECTRIC TRANSFORMER LOCATION. SEE NOTE 30 THIS SHEET . c W O T 18 CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND = V •� - " I J. �5* : r i Z r-i (D REQUIREMENTS. CL W �_:. :......................._ 110 cm-i'll . . 11 . I 19. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE �i a W W SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S W Z 0 INSPECTING AUTHORITIES. 0 W Z 20. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY V- Z _ o- (a CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR < � TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF O SERVICES. LL O W 21. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING U JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE 5 Ix CONTRACTOR SHALL USE SUPPORT SYSTEMS SLOPING BENCHING AND W . : : . -- < Of Hap��� T T T T } I i OTHER MEANS OF PROTECTION. THIS TO INCLUDE BUT NOT BE LIMITED, LLI Q FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. F w CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA # i _ Q NOTE FOR OSHA. M M M O O O O f SEMINOLE COUNTY LAKE MARY BOULEVARD, PHASE III CONSTRUCTION 22. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION ) "" ;`' 2 :. A OFFSITE ROADWAY AND UTILITY INFORMATION WAS PROVIDED BY THE { CARWASH BAYS �„� % CAR WASIH DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL OFFSITE ROADWAY SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90-96, N N 0 .^ F.F EL. = 51.00 ( INFORMATION PRIOR TO THE START OF CONSTRUCTION. LAWS OF FLORIDA). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL Opp (ZZ p <� F11 .F. EL. = 51.00 I It COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. I, l 1 -11. I // / j ' 23. ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION a ©a O 3 }, F w ; " "` // /// OF PROPOSED UTILITIES Z . .'i ..; /' / / /// / PR 4 I _ ; " I QPROP. 3" WATER MAIN Q PROP. 3"X3"TEE WITH ^^- / / / # j ' a © 3"x1" REDUCER NORTH PROP; TELEPHONESERVICE LINE / // / 24. CONTRACTOR TO LOCATE LIGHT POLES AND FIXTURES AS INDICATED. l i a t OF TEE SEE NOTE 29, THIS SHEET // / / % / CONTRACTOR TO BUILD NEW POLE BASE AND STUB CONDUIT AND WIRE AS CID M M M M l 3 �// /// NEEDED. (u O O O O tn f .. . // /// A 0 (�D CEO f' } : i t ` ...: 3 ..:..- „t y f QPROP. 3" WATER MAIN j / / / �j / 25. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR m / PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED h / / / / / CONTAMINATE IS ENCOUNTERED DURING EXCAVATION. N Y ' 3 ; - i / / I p i /,&. ;_ PROP. ELECTRIC SERVICE LINE /�/ / �/ _ o "' SEE NOTE HIS SHEET 26. S 30, T N. ,-' / // / / �/ ALL WATER MAINS, FIRE WATER MAINS AND SERVICES SHALL BE TESTED, APPROVED E ' LLI - I$ RETENTION // / / / / / , AND DISINFECTED IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS PRIOR z d N 1.IIl- TO CONNECTION TO MUNICIPAL SYSTEM. � c POND - 2 ., w :I> Y // / / / / /// 27. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO 4 / _' " : tj /Z1 / j / / /� POINTS OF THE WATER AND SEWER LINE IS TEN (10) FEET, OR G /� ; s ; / // / /� MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS // / / /° / / % >+ �+ m } ' RETENTION f w // / / OF THE WATER OVER SEWER LINE IS (18) INCHES. m - ts } / : ;y y : , PROP.:2" POTABLE METER/ts f , w; # € .. POND -: 3 f:. % / / /i / v � -v ; '' :,.. { , .,. } } ;; ; I �.I s g % // 28. CHAPTER 553.851 OF THE FLORIDA STATUTES REQUIRES THAT AN N N O AND DDCV PER CITY F. / -p, r E f SANFORD REQUIREMENTS' / /// EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING = C Y t' .;> € is ( } : it / <..;,, //, / / DAYS PRIOR TO EXCAVATING. O U :•;<• I. Q % ,J % F f , // / oyF - a$ } PROP: 3 22 1/2 BEND / / j� N cn = Q :� CL ! , R I ; t , P. 3' SERVICE // �!. `/ / / / // 29. BELLSOUTH SHALL PROVIDE TELEPHONE SERVICE. SITE CONTRACTOR SHALL PROVIDE / / \11 i : ' : t SADDLE AND VALVE 11 // / / / 7 \ f f .. � ,- � I' / / j / AND INSTALL TWO 2" PVC CONDUIT WITH PULL WIRE FROM R.O.W. TO THE OFFICE /\� 2 NOTE "A": , , . CONTRACTOR SHALL COORDINATE11. . .. / ' ./ , ., / j / BUILDING, AND ONE 1"CONDUIT WITH PULL WIRE TO THE CAR WASH AS SHOWN SITE � /\ " , f 3,/ / / CONTRACTOR SHALL ALSO COORDINATE WITH SCOTTLORENZ WITH BELL SOUTH �. \ PROP.2 PVC :>.....:. ,...:- <:., � ,r!, / 1-1 / SOUTH (407) �� THE PROPOSED FORCE MAIN SHALL BE INSTALLED IN EXCESS OF THE 3 FOOT (V� /302 7611 FO o ;, }..: .. f.,} ; ; •>;•,..{ :.A , PROGRESS ENERGY REGARDING THE �;.„; // .. /�� 00 R ANY FURTHER REQUIREMENTS. : / - // . .. f::, :...:^. / k URT Q EMENTS. ���✓ {yam \H\ FORCE MAIN THE_REMOVAL/RELOCATION.OF THE . f r / \ `... MINIMUM COVER IN THESE AREAS TO AVOID CONFLICT WITH THE EXISTING WATER f I jF _ „_ / / / / f / / / ��0 'l \ oME MAIN AND PROPOSED STORM SEWER. CONTRA T „ a EXISTING UTILITY -POLE - 3 / / / / C OR SHALL MAINTAIN A MINIMUM OF / rn / / /� � \ \ , .;:,, ,., , PROP. PRESSURE SWITCH ? } , :, t_ t a.'. s'i ":``'.' : ,a:t �� / / .�' / / 1 30. FPL SHALL PROVIDE TRANSFORMER AND SERVICE. SITE CONTRACTOR \ _ 18 CLEARANCE BETWEEN THE PIPES. SEE SHEET C-1 FOR OTHER REQUIREMENTS. 3 ` �. �i / / // // TOR SHALL PROVIDE �� _ "``' •> Q (SEE DETAIL; SHT. C-8 ' ; ;- : s1. g: / ( // AND INSTALL TRANSFORMER PAD ONE 4" PVC CONDUIT W /-�/ / / / / ITH PULL WIRE FROM R.O.W. \ ° \!yam \ \ opE ° \�_ j / ��i "' / / �/ TO THE OFFICE BUILDING, AND ONE 1" CONDUIT TO THE VACUUM AREA AND CAR WASH / \ : / �- -fj / / / �j / AS SHOWN. SITE CONTRACTOR SHALL ALSO COORDINATE WITH CHARLIE JOHNSON \� o \ \ \ `� NE / / / / /o / / / -11 WITH PROGRESS ENERGY (407) 328-1922 FOR TRANSFORMER PAD SPECIFICATIONS, / \ / \ \ \ QQ OHE OHE _ ,W_ / / /� / / / AND _,�� \w\ \ OHE OHE .., r : y: ,' / - - / �� / / / // / / // / / /j ANY FURTHER REQUIREMENTS. - a( ? - - - - - ... ... _... .... ........ .. - �' - - = ( . ,,; . �_ - _.'.-..-..- - --I- - - - - - - - �t _ - - - - :zw_t..: wG. i«yi, F-- i� '�". ,._ i F-.Fr�l� �: ;'' , ,. .� .. .i /� / / /// �C / L if _ t------w-- ---w- w- / / / / o / / /i Q --a -�� .:.,# .... f 1 f {.. SEENOTE"A" ;� - �/ / / / / PROPOSED LEGEND �/� t- , - f- .� .. £ 1 / / / / / / / Vr / _ - - _ ...... \ THIS SHEET o �� i� / / % 0 / / ` - �a -a - _ ` � l / \ �' / / % % / 1 � . / ` / ■w PROPOSED WATER METER / BACK FLOW J -1 O / / / / / / PREVENTER. L Q - -n- _ O ` - -,n_ - • 0 _ ` - � � � - \ - - \ I _ : � / / / / ■ PROPOSED TRAFFIC BEARING PULL BOX. _ ` / /7 1-1 - ,c -� ---------_ \ _ _ _ _ _=-�- /// / j/ / (TYP.OF5) 0 - _ ) 1Z� -a ` -� O n- n - rl _ � - � 0 /Ily\CC�`--- _ =-_ / %_// °/ , j/ ,/, /� (n (� ILL - - 1 - � _ - _ _ _ _ - z �j ° - - -O - -O - _ - _ 11� kC �- - - - //// / / j ////// / S PROPOSED SANITARY SEWER. O �� _ - - -¢ _ = C = _ - - � � - / - o/ / / ■ PROPOSED SANITARY SEWER CLEANOUT '� - '3+00 � - III ll) 7_ / / -�� �� / / _ \ \ - = ` - - _ _ - _ _ _ = = - QPROP. 2" PVC FORCE MAIN A 1 6+00 - �j �� _ - / / j / FM PROPOSED FORCE MAIN \o- - = ` ! - _ - - 3 (SEE SECTION 115+25, SHT.C-6) /L _ _ _ _ / / / / / = \ \ _ \ \ - _ �- - 115+00 - l � • / _ / / j // / E PROPOSED UNDERGROUND POWER `_� -°= LAKE MAR B _____= ��� ------------ -_ - /_/i __ 0 13- _ _ EB _ _ - _'FM= ` - - � - - WITH 12"x2" SERVICE SADDLE AND �' �� - �� \\ \ _ �- - °- - CONNECT TO EXIST. FORCE MAIN Q -��-- I I T � �'� _ - _ _ �_ - ' --�J- 2" PLUG VALVE - = _ / �� \ I ' I _ - _ _ FM_ -- _ - \ � - - - _ - T-� _ - �''�' \ \ �� \\ �� APPROVED. �� I SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT FINAL I I I I '� Ir��- �___ -: ( I- � j� M- _ - �� I i / �� DATE ENGINEERING - - L l It Ill I i �-1 r=-__ ���=- \Uwe_ �° // n T PROPOSED UNDERGROUND TELEPHONE SERVICE. PROPOSED UTILITY EASEMENT R-JO N 115 UTCH, P, _0 a 3 2003 m I( IS: 3 3 3 3 3 3 -3 . I � ...... / % / "' � A .- PROPOSED LEGEND i ��M­ 411 / / I I " ,: ' .# ? STA. 417#31c73 / // / - .'.... '' // / 1. 75 30 LT :. :/ // / „ # T LIMITS OF OFFSITE.• 2 % .. / / , t :. 24" WHITE THERMO. STOP BAR + + + OFF -SITE PAVEMENT (REFER ` ; I I MPROVMENTS'. + +++++ / j / -/ / *+++*+ TO CROSS SECTIONS FOR < PAVEMENT MATERAI < --_' + + + + + + Sw ' ' ' ' •s • ` " ' / SWSL-T!6" SINGLE WHITE SOLID LINE- LS) ...., .... _. _ ,.. _. .... .... ...: . .... _, _..... • ._.... + + + + + + + / - / + (THERMO.)/6" WIDE STA. 117 84.70 / ...., STA. 116+79 88 + +++++*+++ + + + + + + +++ + I,-:-, // $9.00' LT. I-- '. - - - PROPOSED BY OTHERS : r ; :$ :- ^ PROP. SIDEWALK RAMP 77.06' LT, 7 ,: _ 1 + + + + + + + + + + + + + + + "T + + + / 2 SYSL-T/6" SINGLE YELLOW SOLID LINE- "' ' ' APER FOOT INDEX NO. 304 + + + + + + + + + -./+ + + + +ter + + + �` / � / I (THERMO.)/6" WIDE ;, + + + + + + + + + + + + + + + + + + + TYP. �- �✓ / - - STA. 11 _e / + + + + + + + + + +, .. + + + + + + / / i'; ` ,:.:_ : 52.00' LT. - / - - - - - - - - - - -- .............. .._._ ....,_ _.,.. _-----.. _..___ , _,.,,..,,,...,.............,,.,.,,,,.,.,:.......... .. ............................... / / 7 . ' L . + + / + + + + + + + + + + + + + PROP. DROP CURB / / j i f n f r / {p „ + + + + + + + + + + + + + + / / '0. . I : ,' + + + + + + + + + + + + + + PER FOOT INDEX NO. 300 / / / NOTES. \ STA. 116+1455 ++++++++++ / / j� \ + + + + + �` PROP. CROSSWALK STRIPING / / / j / / + + + + PER FOOT INDEX NO. / / / / / 1. ALL WORK AND MATERIALS WITHIN RIGHT OF WAY SHALL COMPLY WITH ALL PROP. CONCRETE SIDEWALK \ ++++ + / / / / oo COUNTY AND FOOT REGULATIONS AND CODES AND O.S.H.A. STANDARDS. PER FOOT INDEX NO. 310 / / j Q / / \ / � _-O � i / / �`j ,\� 0k / 2. ALL DISTURBED AREAS WITHIN SEMINOLE COUNTY ROW SHALL BE SODDED, / / PROP. TYPE "F" CURB & GUTTER STA. 117+46.50 / , 3. ALL DIMENSIONS AND RADII ARE TO THE EDGE OF PAVEMENT UNLESS / \ ` STA. 116+40.68 PER FOOT INDEX NO. 300 (TYP.) 14.00' LT. / % NOTED OTHERWISE. 3 \ I =4- - 52.00' LT. - � / \ _ - STA. 117+38.57 / / 4. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE _ \ _ _- - - _ 12.63' LT. / STA. 118+20.00 REMOVED OR RELOCATED AS NOTED. ALL COST SHALL BE INCLUDED ------------- \��'-�=__=_-_ / PROP.SYSL-T/6" 26.00'RT. IN BASE BID, 4.0 * 22 R. / 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, ------------------- -.--0 / PROP. TYPE "E" CURB & GUTTER INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, ++� 10'R. PER FDOT INDEX NO. 300 (TYP.) / SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK - - j / / SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES 5 - - ---o - - -O l�'++ Q STA. 59' +37 63 150'R. / SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL O + + + BE INCLUDED IN BASE BID. � - - 11j k0 - ++++++ + + +� + 6. SITE BOUNDARY, TOPOGRAPHY, UTILITY INFORMATION WAS TAKEN 6' _ �_ - - - - - _ + + + + + + + + + + + + + + +Jr - - � � + + + + + + + + + + + + + + + + + + + FROM A SURVEY BY A LAND SURVEYOR, AND ALL THE OFFSITE ROADWAY - - - - = - R. -+ + + + + + + + + + + + + + ✓� AND DRAINAGE INFORMATION WAS TAKEN FROM THE LAKE MARY BOULEVARD _ - - - _ - = * + + + + + + + + + + + +�+ PHASE 3! WALGREENS CONSTRUCTION PLANS _ _ _ _ - _ _ - - STA. 116+67.06 +� + + + + + + + + +�sj+ / 7. _ - _ -_ -_ - - -' -' _ = - = 9.07' LT. + "�.+++++*+ .+ / / 7. OFF -SITE DIRECTION SIGNS THAT FALL WITHIN THE SIGHT DISTANCE _ -_ - - -- _ - - -- ._+ + - _ _ +++ STA. 116+72,7$ + +.'+ + � / j � TRIANGLES FOR ENTRANCE DRIVES ALONG LAKE MARY BLVD. SHALL BE _ _ +*+ 00.00' RT. � / / / / INSTALLED A MINIMUM OF 6' FROM THE BOTTOM OF THE SIGN TO GRADE. _ _ + _ i / / % ALL ON -SITE DIRECTIONAL SIGNS SHALL COMPLY WITH FOOT 8. - _ 0 - �/''� 22 R. *++11 STA. 116+98.57 / -- �- / , � / - INSTALLATION REQUIREMENTS. --=== A A6+0 �!-� + + +/w 24.50'RT. i� - / % / STA. 116+59.66 + + rY -, -- i / / , / ---.\ - 13,58' RT. +*+*+ + � -- / / i � / '-� / 115+00 - ' -' --�- + + + *++++++ �+ � STA.116+98.35 / / / / ------� 200' + + + + + + y/+ � i / / / + + + + + + + + + + �r/+� i / / / / + + + + + + + + + + + + -- / 66.84' QPROP.SYSL-T/6" + + + + + + + + + + + + + + - / / / + + +++++++++++++++++++++*+ =+ '' / TRAFFIC CONTROL NOTES PROP. TYPE "E" CURB & GUTTER pr- / 1 ++++++++++++++++� + STA.116+55.09 STA.116+72.78 �� / -/ PER FDOT INDEX NO. 300 (TYPJ + + + + + + + + + + + + + + + + + + a-+ PROP. DROP CURB / / / / ++++++++++++++++++f +� 14.00'RT. 26.00'RT. /// / / STA. 114+72.78 + + + + + + + + + + + + + + + + + + + +-+-•f PER FOOT INDEX NO 300 / i � / / GENERAL NOTES MATERIALS AND CONSTRUCTION METHODS FOR ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE N ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. A. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION CLASS "I" CONCRETE, AND HAVE A COMPRESSIVE STRENGTH OF 2,500 PSI (MINIMUM). ALL CURBS SHALL HAVE CONTRACTION JOINTS NOT TO EXCEED 10'-0" ON CENTER. THE CONTRACTOR SHALL OBTAIN COPIES OF THE FOLLOWING MANUALS AND HAVE THEM AVAILABLE AT THE PROJECT SITE ON A CONTINUOUS BASIS DURING THE CONSTRUCTION PERIOD. A. F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2000 OR LATEST EDITION. B. F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, 2000 OR LATEST EDITION. C. F.D.O.T. UNIFORM MANUAL OF MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE OF STREETS AND HIGHWAYS, LATEST EDITION. D. SEMINOLE COUNTY LAND DEVELOPMENT CODE. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED BEFORE COMMENCING CONSTRUCTION WORK, UNLESS SPECIFICALLY EXEMPTED BY THE PLANS, COST TO BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION TO BE ALLOWED. ONTRACTOR IS TO CONTACT AND COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE SEMINOLE COUNTY AND THE RESPECTIVE UTILITY COMPANIES INVOLVED PRIOR TO ANY CONSTRUCTION. COST OF ANY UTILITY RELOCATION SHALL BE INCIDENTAL TO THE CONTRACT. THE CONTRACTOR IS TO SOD ALL DISTURBED AREAS WITHIN THE RIGHT-OF-WAY. CONTRACTOR IS TO TAKE SPECIAL CARE NOT TO DISTURB OR ENTER AREAS OUTSIDE OF THE ROAD RIGHT-OF-WAY. ALL SAW CUTS OF THE EXISTING PAVEMENT SHALL BE COMPLETED IN A SATISFACTORY MANNER WITH NO ROUGH, JAGGED OR BROKEN EDGES. THE CONTRACTOR WILL BE REQUIRED TO SAW CUT EXISTING PAVEMENT AS PROVIDED IN THE PLANS OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE AS-BUILTS FOR THE PROPOSED CONSTRUCTION. AS -BUILT DRAWINGS SHALL BE PREPARED AND CERTIFIED BY A PROFESSIONAL LAND SURVEYOR OR PROFESSIONAL ENGINEER AND THE DRAWINGS SHALL BE IN ACCORDANCE WITH THE F.D.O.T. AS -BUILT SPECIFICATIONS, AND SEMINOLE CO. REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE SEMINOLE COUNTY AND THE ENGINEER WITH QUALITY CONTROL TESTING AND SHALL CONFORM TO F.D.O.T. STANDARD SPECIFICATIONS. ALL MATERIALS USED MUST BE CERTIFIED AND MEET THE DEPARTMENTS QUALITY CONTROL PROGRAM STANDARDS. PIPE LENGTHS ASSOCIATED WITH MITERED END SECTIONS DO NOT INCLUDE SEGMENT TO BE INCLUDED UNDER UNIT PRICE FOR M.E.S. (A.K.A. DIMENSION F, F.D.O.T. INDEX NO.273) R.O.W. STRIPING NOTES 0 00 N 44 m � u, bq O . Ili tsU : " � ts M u, C 0 N M w .1M d ;$4 Q' C U Ol CW � �$ wR.4I.acnU .� O b0 9N� M qu NN w eN 0 142, U U i C "' .s 0, �Ln o w 'u g cM O W 111 04 W 't U Z Z LL M O O O �O U Q LL O 7 n � L- Q L a. cl Q QPROP. 12 TYPE B STABILIZATION I o MIN. L.B.R. 40 AND A MINIMUM OF 98% MAXIMUM DENSITY A 0 TYPICAL LEFT TURN LANE -0 • • -0 .0 -a >, -p " SECTION A LIMEROCK BASE COURSE (10") TYPE S-1 ASPHALTIC CONCRETE (3.5" THICK) - _ I / ASPHALTIC CONCRETE FRICTION COURSE FC-3 (1") RUBBER -o ----o -----a --a 48.61-- _ ---- \'IkI3O - /- _---_-__ -- 1 \ 49.95 /j� Q NOTE 48.46� _ _ _- = �/ 49.66 //� OFFSITE ROADWAY AND UTILITY INFORMATION WAS PROVIDED BY THE _ - / SEMINOLE COUNTY LAKE MARY BOULEVARD, PHASE III CONSTRUCTION _ _ -� - - - � - MATCH / 48.31� - = - - PROPOSED ' /� / 49.95 DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL OFFSITE ROADWAY �- - - - - - - / INFORMATION PRIOR TO THE START OF CONSTRUCTION. ))% / / - _ - 0 _�� �� 0 / � / EROSION AND SEDIMENTATION __ 116+ - / ---- /�i // - - - f, 49.29 /l % / i - / / i / / _ 49,00 �' => ;; ,, - / � CONTROL NOTES � 49.94 /ice/ // // _ 115+00 �. - 49.3E i / -- �_ - / - �� / � i / / / MAINTENANCE OF EROSION CONTROL MEASURES IS OF PARAMOUNT IMPORTANCE TO �-- - - - �-�� 49.145 1 / //i -� MATCH y j / / / / / THE CLIENT. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION Q - �r �i / ':".��� PROPOSED ' � , / -, / / / CONTROL MEASURES SHOWN ON THE PLANS. THE EROSION CONTROL SYSTEM _ 48.85 '_ y� - - �/ / / / / / DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO `'- 48.99 - _ � % � 50 j , - / / -- REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. ADDITIONAL 48.70 48.84 48.70 - : - :� '� �49.24 - /� i // - / - / / - EROSION CONTROLS MEASURES MAY BE REQUIRED DEPENDENT UPON THE STAGE OF 48.41 48.55 S-2 - :� _� 49 88 - - i - � ? / / CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT AND/OR AS DEEMED NECESSARY ��r-- - --� - - / - �: - - - / AS A RESULT OF ON -SITE INSPECTIONS BY THE OWNER, THEIR REPRESENTATIVES 1, -�� -• �� -- - OR THE JURISDICTIONAL AUTHORITIES. THESE ADDITIONAL MEASURES SHALL BE �_ � _ - _� _� � -� i-- - \ \ \ \ I - - INSTALLED AT NO ADDITIONAL COST TO THE OWNER. IT IS THE CONTRACTOR'S IL - - - - - - - - - - _ =tea -00 49.09 50.00- --� - \ \ \ \Irk ULTIMATE RESPONSIBILITY TO ASSURE THAT THE STORM WATER DISCHARGE FROM _= __ - -_ _ - - - _ - - - - - - - - _ - _ - _ _� _= -� � - - -- �i� - \ \ \ \ \ \ / /, THE SITE DOES NOT EXCEED THE TOLERANCES ESTABLISHED BY ANY OF THE -� -� -� __ - -� -� -� _- --i -- \ \ \ \ - �� JURISDICTIONAL AUTHORITIES. MATCH -� -� -� -� -� _ '- - ''' \ ~ \ - PROPOSED 48.56'' 48.79'' 48.94' 49.76� - - '- - \ \ \ \ \ - 1 O- -- '=-C \\\\\\\\ \\,-' II a- - _ 0--- o--- - - 49.61� - - - - \ \\ \ ' II _ - _�- __-- / � \\ \ \ _ _ _ _ _ _ \\ PROPOSED STORM SEWER 49.46- ---- // \\ \\\ \ --- ------ 49.08��------49.31� - _----�T--�_- `- _-__---- 50.08� \\ \\\ \\ \�\ SCHEDULE - \\ _ _ _ _ _ _ _ _ I r - " -� � 1 \\ \� \\ S-1 TYPE 5 INLET, FOOT INDEX NO.211 , I �I ��' l / I I I I / \\ I TOP EL. = 48.85 _ _ _ -�I /------ " \ \ \ �I I I I �_ - - - - - -- - - _ - - - - - - ---J \, `� \\ \\ CONTRACTOR SHALL SAW CUT n / EXISTING STORMPIPE AND FIELD \ �� V /� \\ VERIFY INVERTS TO MAINTAIN THE // \ /// \\ SLOPE OF THE EXISTING STORMPIPE. \�� I � ; \\ S-2 CONTRACTOR SHALL REMOVE OR RELOCATE I // y � � THE EXISTING TYPE 5 INLET AND REPLACE IT \ - - � % - WITH A TYPE P MANHOLE, FOOT INDEX NO.200. - CONTRACTOR SHALL FIELD VERIFY INVERTS TO MAINTAIN THE SLOPE OF THE EXISTING STORMPIPE. LAKE MARY BOULEVARD - GRADING & DRAINAGE PLAN - OFFSITE CONSTRUCTION 14.00' RT. + + + + + + + + + + + + + + + + + + + + +_+- X-+ + - - �/ � - / + + + + + + + + + + + + + + + + + + + + +�-4 �� - -/i - + + + + + + + + + + + + + + + + + + + + + - - - -i / 1. SEMINOLE CO. OFFICE NEEDS 48 HOUR NOTICE PRIOR TO WORK WITHIN + + + + + + + + + + + + + + + + + + + + + + + + + + + + + « .- i / - -i 1. ALL MARKINGS ARE TO CONFORM TO THE MOST CURRENT ISSUE OF F.D.O.T. STANDARD SPECIFICATIONS FOR + + « + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �« -s + -/ -i / RIGHT-OF-WAY OR LANE CLOSURE. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + --- �i \ \ \, / i ROAD AND BRIDGE CONSTRUCTION ALONG WITH THE MOST CURRENT ISSUE OF FLORIDA'S ROADWAY AND + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ � +-•«� PROP. LEFT TURN ARROW - ---- - \ Y / TRAFFIC DESIGN STANDARD HANDBOOKS. W + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +--- �+ + PROP. SWSL-T/6" - \ \ \ \ \ \ / 2. MAINTAIN A MINIMUM OF 2-WAY/ONE LANE TRAFFIC IN THE WORK SITE AREA. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t +.+ �+-+ --+ PER FOOT INDEX N0.17346 - /i,� i // �+---+ _+,_+� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� ++� �+--+ --F-+ - i- �ii \ \ \ \ / � i 2. ALL PAVEMENT STRIPING AND MARKINGS ARE TO BE THERMOPLASTIC WITH RAISED PAVEMENT MARKERS W + + + +� :-+-+ +-+-+ . ,� _ �+_ +_ +,-+ �-a- +-� + - - -�� - \ \ \ \ \ �1 3. INSTALL CONSTRUCTION SIGNING PRIOR TO COMMENCEMENT OF WHERE APPLICABLE TO MEET SEMINOLE COUNTY AND F.D.O.T. STANDARDS AND SPECIFICATIONS U) W PROP. TURN LANE STRIPING O� -i - STA. 114+5.94 1 - �� - \ \ - CONSTRUCTION AND MAINTAIN SIGNING DURING CONSTRUCTION IN AS APPROPRIATE. PER FOOT INDEX N0.3D1 &17346 ��i \ \ - 26.00' RT. STA. 115+4.84 _ - -�� -- \ \ \ �� ACCORDANCE WITH F.D.O.T. INDEX NO'S. 611, 613 AND 615 AS APPROPRIATE. Z a PROP. LEFT TURN ARROW -i - \ \ \ -� ( 3. ARROW SPACING TO CONFORM WITH F.D.O.T. INDEX NO.17346. W _ ' \ \ ' 4. TEMPORARY TAPE TO BE INSTALLED PRIOR TO DARKNESS ON DAY OF EXISTING MARKINGS REMOVAL. NO LU U 26.00' RT. PER FOOT INDEX N0.1- - � - -� \ \ \ \ 4. ACCESS SHALL BE CONTINUOUSLY MAINTAINED FOR ALL PROPERTY OWNERS - '-- -y\ y� \ / \\ \ i II SURROUNDING THE WORK SITE AREA. CONFLICTING MARKINGS PERMITTED. 2 � 0--- 0-- - - - = -i i U Z -" �' � \\ \\ 5. THE SIGNING AND STRIPING DETAILS SHOWN ON THESE PLANS PROVIDE GENERAL GUIDELINES ONLY. THE - : -- - - - ' - - ' \ �\ \ 5. LIGHTED WARNING DEVICES ARE TO BE OPERATIONAL PRIOR TO DUSK EACH CONTRACTOR WILL FOLLOW THE LATEST EDITION OF F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS (R.T.D.S.) W - - - -- - - _ - ' - - - - \ \ \\ \ \\ I NIGHT DURING CONSTRUCTION. AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) FOR ADDITIONAL DETAILS. _ _ r - - - - - - - - ' - \\ \ \\ 6. ALL SIGNING, PAVEMENT MARKINGS, BARRICADES AND WARNING LIGHTS 6. A 14 DAY PAVEMENT CURING TIME WILL BE PROVIDED PRIOR TO APPLICATION OF THE PAVEMENT MARKINGS. Z C _ T - _ - \ NECESSARY FOR THE MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE , 11 -C - - - _ - - - - - - - - - - - - - - - - - - - - - \\ \ \\ 7. THE PHYSICAL CONSTRUCTION OF ALL SIGNS, PAVEMENT MARKINGS, DELINEATORS, ETC., ARE TO BE IN = O T 7---- _ _ _ _ _ \ ' / - _ - _ _ \\ \ \\ WITH FHA LATEST EDITION, WORK ZONE TRAFFIC CONTROL STANDARDS AND CONFORMANCE WITH F.D.O.T. AND SEMINOLE COUNTY STANDARD SPECIFICATIONS AS APPROPRIATE. O U • j /- _ _ t \\ \\ \\ GUIDELINES, THE F.D.O.T. MANUAL ON TRAFFIC CONTROL AND SAFE U Q (D /' I / -- _ -- \\ PRACTICES AND CITY OF SANFORD REQUIREMENTS. 8. EXISTING SIGNS TO BE RELOCATED AND/OR REMOVED PER SEMINOLE COUNTY AND F.D.O.T. SPECIFICATIONS. W _ 1 1 1 1 - -j- - - \\\\ I � I _ _ _ _ _ _ _ _ _ _ ' �� \\ 7. MAINTENANCE OF TRAFFIC SET-UP MUST BE SUPERVISED BY A FOOT 9• REFLECTIVE PAVEMENT MARKERS WILL BE INSTALLED ACCORDING TO THE F.D.O.T.R.T,D.S. (LATEST EDITION) THE J Q I I\ \ // I I I I �/------------------_---� -- --- / \ \ / - - �// - "� ` / \\ CERTIFIED PERSON. FOLLOWING F.D.O.T. NUMBER IS APPLICABLE: 17352 Z LL / �� �` V // 10. CONTRACTOR IS TO PROVIDE FLAGMEN, AND OTHER TRAFFIC CONTROL MEASURES NECESSARY TO PROTECT Q --X � �� _/ \\ 8. THE CONTRACTOR, AT HIS OWN EXPENSE, MAY PREPARE AN ALTERNATE AND FACILITATE TRAFFIC MOVEMENT DURING CONSTRUCTION. 2 < �\// �/ TRAFFIC CONTROL PLAN AND SUBMIT TO THE ENGINEER AND SEMINOLE Lu LL \ i ! \\ COUNTY FOR APPROVAL PRIOR TO COMMENCEMENT OF ANY 11. THE LOCATIONS OF ALL SIGNS, STRIPING, AND PAVEMENT MARKINGS ARE TO BE DELINEATED BY THE \ I // - � � \\ CONSTRUCTION. CONTRACTOR BY STAKING AND APPLICATIONS OF A LIGHT COAT OF TEMPORARY PAINT FOR FINAL APPROVAL W O __ � ! - ,� BY THE PROJECT ENGINEER AND SEMINOLE COUNTY AS APPROPRIATE PRIOR TO FINAL CONSTRUCTION. LLI - 12. EXISTING STRIPING DESIGNATED FOR REMOVAL SHALL BE GROUND OFF IN ACCORDANCE WITH F.D.O.T. d - OFFSITE CONSTRUCTION REQUIREMENTS AND SPECIFICATIONS, SECTION A711-7. � LAKE MARY BOULEVARD - DIMENSION & STRIPING PLAN . ILL!,. / r y /�/ c/L I11 /1. /// I ` ` s /j f. g: < .: ..: :. -` f O O /'/ I N N p ... f:: - - . ; f LIMITS.OF:OFFSITE" I/ /// / 48.29 NTS /// 14.00' ,: �., - : r / / SOD :;-,I «: s )ti / ` . 1 IMPROVME 2.25' 12.0 ' i 0 49 9 . j O ::.. ::: :-:........ ....... 3 3 :<' .:` - / / TIER v a :.. '' : 49.6 _ / MATCH / ° PROP. PAVEMENT 4 Z a ' ` / i/ / PROPOSED / »......... . .......'11 PER N0. 300 BY OTHERS ii: y;.,, r R :.... , 4� R FOOT INDEX U , / - - > .: it n - / / - PROP. GRADE LT 1Q4_ M M t'7 M »... ,_"--,- _,.:.. »,:»„_ ............ ._,.,,,. -, ,.,,, _,. _ .....__,., ., , , '- ..._ ,-- ................:.:.:.: ,,,,, - - - - - - -- i ----------- :!. ASPHA 48.95 / I - / - i m �� ,,-, ,. I 509 9 / / :•::.fl� - /i .. ». .11 - L / . {........... y ----- 49.6 - :• L / - -------- / ' ', �S. J s,';:,,. s : < sl 49.5 /�i ' , / / / 49.2� ��' I ------------ ' Z I Y Y \ NEATLY SAW CUT EXISTING SIDEWALK - / / / ` j c \ TO THE:NEAREST CONTROL:JOINT AND \ /i - 48.22 48.94 / / �/ / j j / PROP. 10" LIMEROCK BASE (0 n CONSTRUCT PROPOSED SIDEWALK TO `•, - - / / �--' / / Z N / MATCH WITH A SMOOTH TRANSITION (TYP:) \ /� - / / / / / \ -�i - ' - - i0 / / % % / ' 00koo A \ � / / / / /_ 48.10 / i 1 _ - / / - MATCH 48.88 / i - ' \ `I _ _ _- = -=j. r 7 PROPOSED - �0 / i / ' / MATCH j- - -- - _ - - - - - - - - - - 1-1 \�F - _ _- = MATCH - - 47.95 / / / PROPOSED / PROPOSED ------- ---__- - j- _o I/ / / 47.80 48.76 47.42 47.65 - _ _--o / // / / 49.4 c -0 0 a) � .� 0 3 0 o o a) m =: a FINAL Q 0 0 U Q ENGINEERING u PROPOSED LEGEND T.C, TOP OF CURB (E.P.) EDGE OF PAVEMENT \(E.P.) PROP. ELEV. BY OTHERS wAch PROP. FLOW DIRECTION _ CONTRACTOR SHALL NEATLY SAW -CUT AND MATCH IIIIIIIIIIIIIIII EXISTING PAVEMENT WITH SMOOTH TRANSITION. NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY TRAFFIC SIGNAL EQUIPMENT INCLUDING BUT NOT LIMITED TO FIBER, LOOP SENSORS, PULL BOXES, CONDUIT, TRAFFIC SIGNALS, AND CABINETS. ANY ITEM DAMAGED BY THE CONTRACTOR WILL BE RESTORED TO THEIR ORIGINAL CONDITION UNLESS OTHERWISE AGREED UPON BY THE COUNTY TRAFFIC ENGINEER. 2. ALL DISTURBED AREAS WITHIN SEMINOLE COUNTY ROW SHALL BE SODDED. REVISED DRAWING SUPERSEDES PREVIOUS PRINT PROPERTY APPRAISER ID NUMBER 11-20-30-517-0000-0030 SEMINOLE COUNTY APPROVED FOR CONSTRUCTION THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. APPROVED. SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT ' SUTCH, 15 li Z t- Q Z J 0 U) a � P a W- > M 2 ~ Z M m 4p � O LL wJ 6w 0LL 2Z 2 i 7 O Q Q W L.Lo OZ 4w 0 C) P/L 1 --EXIST. 10" WATER MAIN 18" MIN. SEPARATION 55 50 45 40 135 PROP. 2" SCH. 80 PVC STA. 115+25 - FORCE MAIN 59.00' LT. EXIST GRADE 8' MIN. TO TOP OF CASING PIPE (TYP.) R/W CONTRACTOR SHALL REMOVE A PORTION OF THE EXISTING 5' SIDEWALK & REPLACE PER FOOT INDEX NO. 310 UPON COMPLETION OF THE FORCE MAIN INSTALLATION I EXIST. 12" FORCE MAIN CONNECT TO EXISTING FORCE MAIN WITH A 12"X2" SERVICE SADDLE (JCM 406 OR APPROVED EQUAL) AND 2" PLUG VALVE STA.115+25 118 L.F. - 6" FORCE MAIN CASING PIPE BY 59.00' RT. HORIZONTAL DIRECTIONAL DRILLING (MEETING THE REQUIREMENTS OF AWWA C906, PE3408, DRi 1, AND PC106) NOTES: 1. SOD ALL SIDE SLOPES AND ALL DISTURBED AREAS. 2. CONTRACTOR SHALL INSTALL RUBBER TYPE CASING END SEALS BY CASCADE WATERWORKS (OR APPROVED EQUAL) AT EACH END OF CASING PIPE. 3. CONTRACTOR SHALL INSTALL STAINLESS STEEL SPACERS BY CASCADE WATERWORKS (OR APPROVED EQUAL) SPACING SHALL BE PER MANUFACTURES RECOMMENDATIONS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES AS A RESULT OF THE DIRECTIONAL BORE. SECTION 115+25 m C/L SCALE: 1'=10' VERTICAL - 1"=20' HORIZONTAL WEIR OPENING CENTERED ON WAJR FOR INLET W/ THROAT OPNG. PLACE ANGLE 2" BELOW WEIR ELEV ELEV. 50.50 2 t° TOP OF INLET ELEV. 50.0 2"x2"x1/4" ALUM. ANGLE L (TYP) 12" FIT AND WELD N O.C. (TYP) BOTTOM OF SKIMMER PLATE 0 0 ,WEIR ELEV. 48.50 0 ELEV. 48.00 Q SHALL BE 6" BELOW TOP OF INLET OR LOWEST WEIR ELEV. 12" 1 LAG BOLT ALUM. </ ATT ACH BOTTOM OF 1/4" ALUM. BAFFLE, 2" BELOW (TYP) ANGLE TO INLET BOTTOM OF4F1T & WELD SEE VIEW "A" (NP) TO BAFFLE 4 SEE VIEW "A" SEE VIEW "A" ELEV. 50.00 Q L1. � LI - - ELEV.48.50 2 tD ao n44.70 46 4" PVC CIRCULAR WIER IN <i.a VIEW "A" CI <i L41/ �I cl.. LI /. i Li :4 NOTES: PRECAST COMPANY TO DESIGN THE STRUCTURE & DETERMINE THE REQUIRED STEEL REINFORCEMENTS IN THE STRUCTURE WALLS AND TOP. SHOP DRAWINGS SHALL BE PROVIDED TO ENGINEER FOR APPROVAL. SEE SITE GRADING PLAN FOR CONTROL STRUCTURE LOCATION. OUTFALL STRUCTURE (S-15), TYPE "C" INLET PER FDOT INDEX 232 N.T.S. B4 6" CURB . 18" z a C & G SEE GRADING PLAN w FOR SLOPE CONC. 2500 PSI 6' w w C 3' uwi C 10„ 6„ L � W � 4,: • SECTION B B SECTION "C' C" 2'R J EOP CONCRETE: 28 DAY COMPRESSION STRENGTH, 2,500 B P.S.I., 4" THICK MINIMUM W/ 6X6-W1.4XW1.4 WWF. PLAN VIEW FLUME DETAIL N.T.S. 2' 8.5' r••=•=•�•�•� • • -PROP. 15 TO 20 LB. STONES SURROUNDING DISSIPATOR ON 3 SIDES 6" NOTCH -I r 6" (TYP.) Jj I 121 6" W.W.F. 6x6-W1.4xW1.4 244 BARS SECTION A -A NOTES: COMPACT SUB -GRADE TO 98% MAX. DENSITY PER AASHTO T-180. CONCRETE TO BE 3,000 P.S.I. PRECAST OR IN PLACE. SHOP DRAWINGS REQUIRED. FLOW DISSIPATOR DETAIL N.T.S. 30" x 30" R1-1 A(HIGH INTENSITY GRADE) STOP SIGN N.T.S. PIED XING 24" BLACK LEGEND ON YELLOW BACKGROUND (W11A-2)(W11A-2P) "PEDESTRIAN CROSSING" SIGN N.T.S. 55 50 45 40 35 12" PARKING BY DISABLED PERMIT ONLY $ 250 FINE CITY ORD. 3211 co SIGNS USED AS PER FLORIDA STATUTES FTP 25 PER FS 316.1955, FS 316.1956 NOTES: 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND & BORDER 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. A6. INSTALLATION HEIGHT OF LOWEST SIGN SHALL HAVE A MINIMUM OF T-0" CLEARANCE TO FINISH GRADE HANDICAPPED SIGN DETAIL N.T.S. LOCATE AT EDGE OF PARKING SPACE ACCESSIBLE PARKING SYMBOL N.T.S. 20'-0" 10'-0 PROVIDE 1"DIA. - 6" ONG GALV, PIPE EMBEDDED IN CONCRETE FOR CANEBOLT. 18 GA. PAINTED METAL 6" C.F GATE (BOX RIB OR EXPANDED METAL) C CONST. JOINTS 10, O.C. 6" THICK P.C.C. SLAB W/ 6"X 6"-10/10 W.W.M. ON 6" GRAVEL BASE. SEE JAMB DETAIL AT RIGHT 1/2" DIA.X 8" BARREL BOLT LOCK (ONE GATE) 1"X 18 GA. METAL DECK 3"X 4"X 1/4" METAL ANGLE FRAME 4 SIDES EA. GATE 2 PAIR McKINNEY T4B3781 HINGES EA. GATE. METAL SCREED STUCCO ON METAL LATH _ o° VA 8"X 8"X 16" C.M.U. WALL 1/2" DIA. X 12" 3/8" DIA. BAR 8"X 2" CANE BOLT WELDED TO STEEL ONE GATE TUBE 16" C.C. Q z 5"X 5"X 1/4" STEEL TUBE O 1= W/ 5"X 5"X 1/4" CAP PLATE w EMBEDDED 12" INTO FOOTING w w ul 1 1/2"X 1 1/2"X 3/16" METAL LU ANGLE DIAGONAL BRACE JAMB DETAIL INSIDE & OUTSIDE SHALL MATCH, BUILDING COLOR & TEXTURE SOLID GROUT ALL 18 GA. CLEANED, PRIMED CELLS. & PAINTED METAL GATE. (BOX RIB) r ' I Al2'-8" •� ' I #5 BARS 32" O.C. 8"X 8"X 16" C.M.0 WALL W/ DUR-O-WALL EVERY SECOND COURSE. #5 BARS STUCCO & PAINT TO VERTICAL o MATCH BUILDING. 32" O.C. m 6" THK. P.C.C. SLAB W/ 6"X 6"-10/10 PAVEMENT SURFACE ' W.W.M. ON6"AGG. AS SPECIFIED - - - - - - - - - - - BASE. . . I .. L L� - J !16* eo •..4 WALL FTG. BEYOND (SEE SECTION "A") PROPOSED SKIMMER 5"X5"X1/4"STEEL °ems, 6" THK. P.C.C. PAD W/ 6X6 10/10 O 4 ;I �: 0.•1 •P. TUBE EMBEDDED 12" W.W.M. ON W AGG, BASE & 12" WIDE INTO FOOTING. FTG. AROUND PERIMITER OF SLAB #5 BARS CONT. TOP r n > .4 4 &BOTTOM - o HINGE PLACEMENT SHALL ENSURE A 1O' MIN. WIDE CLEAR OPENING. 1 -4" - ELEVATION SECTION "A" NOTE: ATHE MINIMUM DUMPSTER ENCLOSURE OPENING SHALL BE 10'. ADUMPSTER ENCLOSURE DETAIL N.T.S. NOTES: 1. SEE SITE PLAN FOR TOTAL LAYOUT 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY 3. ALL DIMENSIONS ARE TO CL OF STRIPE UNLESS OTHERWISE INDICATED 6" WHITE TRAFFIC STRIPING 2'-0" O.C. J (TYP.) OR COLOR AS SPECIFIED BY FTP-25 & LOCAL CODES (THERMO) SIGNS (TYPP.).) SEE PLANS FOR LOCATION NOTE: WHITE THERMOPLASTIC HANDICAP PARKING STALLS SHALL BE MARKED WITH WHITE PAVEMENT SYMBOL PER F.D.O.T. & BLUE PAINT PER FLORIDA ACCESSIBILITY CODE INDEX NO. 17346 (TYP.) SECTION 4.6.1. NOTE: 1. ACCESSIBILITY: A) IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 4.1.3 SECTION (1). DATED OCT. 1996, AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH 4.3 SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES AND WITH ALL ACCESSIBLE SPACES ABD ELEMENTS WITHIN THE BUILDING OR FACILITY. DOORS ACCESSING THE BUILDING MUST BE DEPICTED ON SITE PLAN. RAMP DETAILS WITH SLOPE INFORMATION SHALL BE DEPICTED ON SITE PLAN. B) THE LOCATION OF HANDICAPPED PARKING STALLS, LOADING ZONES, SIDEWALKS AND RAMPS ON SITE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA STATUTES AND SECTION 4.1.3 OF THE FLORIDA ACCESSIBILITY CODE. CURB RAMPS SHALL NOT EXCEED 12:1 SLOPES PARKING SPACE AND AISLE SHALL NOT EXCEED 50:1 CROSS -SLOPE. (TLO 11-26-96) 12-11-96 ANOTE: (HANDICAP SIGN ONLY) 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND & BORDER 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF LOWEST SIGN SHALL HAVE A MINIMUM OF T-0" CLEARANCE TO FINISH GRADE HANDICAP STALL STRIPING DETAILS N.T.S. A B C Tt'MTbS4t6T'- 'l......... tltWJdt; OA 1.5" FDOT TYPE S-1 OR S-III ASPHALTIC CONCRETE MEETING THE CURRENT FDOT SPECIFICATIONS COMPACTED TO AT LEAST 95% OF THE MAXIMUM LABORATORY DENSITY. O6" LIMEROCK MEETING THE CURRENT FDOT SPECIFICATIONS AND HAVING A MINIMUM LBR OF 100 COMPACTED TO AT LEAST 98% OF AASHTO T-180. 1& 12" STABILIZED SUBBASE HAVING A MINIMUM FBV OF 75 PSI COMPACTED TO AT LEAST 98% OF AASHTO T-180. LIGHT DUTY I 6 I 3/4" BEVEL 6; I I SURFACE MATERIAL ........... 1 -4" 1+- BASE COURSE d CONCRETE VERTICAL ✓c MOUNT SIGN T HERE "U"-CHANNEL POST (2 LBS./FT.) 0 SLOPE TOP OF CONCRETE GROUND SURFACE PC CONCRETE a 4'.` N O 3" U) 4 4.11 i� N � a 6 LIJ 04 V-6" Z Z wNOTE: f - ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL c~7 HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", O LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH }? Z Qj N MANUFACTURER'S INSTRUCTIONS. p 0 O STANDARD SIGN BASE N.T.S. V! 9 Q Q 2'-0" Typ LLI w o� ri 2'"0"R in � ~ 1' 0" Z 4'-9° W a rn TYP• (n U `o LEFT TURN ~ 1 4" O W I�- Typ. U Z W z O cc :) U O - Typ O 0 U -W � 2' 0"R U 2 o Lu 3r 0' NOTE: ALL TRAFFIC FLOW ARROWS Q LL TO BE REFLECTIVE WHITE, 4' 9" Z U) Z PAINT Typ. w RIGHT TURN W ILL! CD c a 0 TRAFFIC FLOW ARROW a N.T.S. U UJ d cO m cM o ti ti � Z O O O O "' FLEXIBLE PAVEMENT CONSTRUCTION ti m NOTE: BASE MATERIAL SHALL BE EXTENDED A MINIMUM OF 1 FOOT BEYOND THE BACK (D Y Y 2 OF CURB AND SUB -BASE SHALL BE EXTENDED 1 FOOT MIN. BEYOND THE BASE. E_ w Z (� a 0 0 v N N� 3 U O U U N CL PAVING DETAIL N.T.S. BEVEL 6" SURFACE MATERIAL .•O BASE COURSE d RIBBON CONCRETE N.T.S. N.T.S. GENERALNOTES 1. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION CLASS "I" CONCRETE, AND HAVE A COMPRESSIVE STRENGTH OF 2500 PSI. 2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'- O" ON CENTERS FOR ALL CURBS. A PROPERTY APPRAISER ID NUMBER 11-20-30-517-0000-0030 SEMINOLE COUNTY APPROVED FOR CONSTRUCTION THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. APPROVED. SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT DATE 0 W N � w li 01 I V p en 6� M .� p b0 � eti W40.4 U zN M a z U n C • pdp� a i ti �w d 0 y 7 I� '_ v) Q QLL Ili >1 p J g CL m m 0 LL Z W Q U) I LJ _ O z a, 77 cn PE® EP-J &UTC P I mi I 1 C c G V C SQUARE CUT EDGE TRENCH WIDTH VARIES SEE NOTE 10 OF EXISTING PAYMENT (TYP.) w/ s1zE OF PIPE FINISHED GRADE 2" MIN. ASPHALTIC CONIC. WHEN FLEXIBLE P MENT x N IS CUT. SEE NOTE 2 ANGLE MAY VARY �S SEE NOTE 4� z N • PIPE O.D. • ~ N 6' (TYP) SELECT COMMON o W FILL phl, m a W 0 0 \�. �080 �\'W' o o -BEDDING ROCK a h PIPE BEDDING POO 0 0 0 0�080 (SEE NOTE 8 do 9) UNDISTURBED NOTES: EARTH 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILU COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX. 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETER LESS THAN 24% AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. B. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE. REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PVC:C-900/905 PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 45' BEND 22-1/2' BEND 11-1/4' BEND PLUG OR BRANCH OF TEE NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE' AS PUBLISHED BY DIPRA, WITH THE FOLLOWING AS SUMPTIONS: *TYPE OF PIPE:_ PVC HDPE • WORKING PRESSURE: _P.S.I. __ P.S.I. • SOIL DESIGNATION: _- • LAYING CONDITIONS:--- • TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE ( PVC-HDPE ) CITY OF SANFORD 1999 FIG. 104A 0000000000000 o000 O E300[1000013000 000000/30 00000000001300 /3000000000 0000000000000 0000gDC300 000000000000❑ 001300013 13 0: RECLAIMED 000 00o WATER 000 000000 00o 000000 00❑ 000000 0000000000000 ❑0000017000130 0000000000000 0000000000 0000000000000 00000000 0000000000000 000000 RECLAIMED WATER SEWER 0000 00000000 0000000000 0000000000 000000000000 000 000 Cl WATER o o 0 13 000 13 0000/30000 01300000130103 00000000 000000 POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD 1999 FIG. 115 SQUARE CUT EDGE OF EXISTING TRENCH WIDTH VARIES SEE NOTE 9 PAYMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE i 2" MIN. AS CONC. WHEN FLEXIBLE PAVEMENT x N IS CUT v SEE NOTE 2 NGIE MAY VARY i j V W � / SEE NOTE 4 F w N i PIPE O.D ..• I- v 6" (TYP) z N SELECT C It!COMMON W 0 FILL In W W UNDISTURBED EARTH a (SEE NOTE 3) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO 7-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24% AND 24" FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. S. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. S. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. TYPE B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 7_1999 FIG. 101. 1a I (SEE SCHEDULE BELOW) HOT DIPPED GALVINIZED OR STAINLESS STEEL C (8" MIND MECHANICAL BEARING PLATE (-P.) JOINTS /4 BARS _ UNDISTURBED EARTH SEE TRENCH DETAILS FOR PIPE BEDDING ENCASE TIE RODS IN 3" COVER REQUIREMENTS 1-1/2- PVC SLEEVE NOTES: 1. ADDITIONAL REIN'rOFCEMENTS SHALL BE AS SPECIFIED by 7HZ ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR. CONCRETE SHALL BE 3000 P.S.f. 3. BEDDING, BACYFILL,- AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL 5. NO ALLOWANCr: SP.11. BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE:-P.S.I.* SCHEDULE OF DIMENSIONS AND MATERIALS PIPE DIMENSIONS TIE RODS REQ'D SIZE (INCHES) A B C D DIA. N0. NOTE, THRUST RACK AREAS TO TIE COMPUTED ON BASIS OF 18S. PER SQ. R. SOIL RESTRAINT (1.500 M•) SARIN0. SEE NOTE • + TO RE COMPLETED BY ENN KM WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 6" BLACK STEEL MIN. CONC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) 0 I N1 FINISHED GRADE I I-rl I I I -I I I I -III- , E ' of 24" DIA. MIN. 3000 PSI CONC. M , .j. . e.: •a t 4 ID ,. NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLARD CITY -7 OF SANFORD 1999 FIG. 116 10' MIN. I 'D" 6" SEE NOTE 1 •1 MIN. (TYP.) SHEETING SIDES CAN 1 BE FORMED "D./4 - Ir.I p;ig Wut.: 3000 P51 / .•. f ,.• V^, p�u•' :. • CONCRETE 'T' .. 6" MIN. "T•'•. `{. UNDISTURBED - {:. '.'t•' EARTH CONCRETE CRADLE NOTES: 1. ('): 15' MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24' MAX. FOR PIPE DIAMETER 24' AND OVER. FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE EQUAL TO OUTSIDE DIAMETER OF PIPE. 2. "D" REFERS TO THE DIAMETER OF THE PIPE. 3. "T" REFERS TO THE THICKNESS OF THE PIPE. 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 5. REFER TO SECTION 32.5 OF THE UTILITIES MANUAL FOR SHEETING AND BRACING EXCAVATIONS. 6. ENDS OF.ENCASEMENT SHALL BE FORMED, AND LOCATIONS SHALL BE INDICATED ON RECORD DRAWINGS. CONCRETE ARCH AND ENCASEMENT DETAILS CITY OF SANFORD 1999 FIG. 102 30" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD #4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE OF VALVE TYPE OF VALVE wax '. 2j -1/2{ SERVICE DIRECTION $ NO. A A TURNS TO OPEN WATER � ;d... . APPLICABLE VALVE BOX AND COVER 4" '• + . •.' (SEE FIG. 115) ANCHORS 3000 P.S.I. 3000 MIN. (TO BE APPROVED BY CITY) MIN. VALVES 16 INCHES AND LARGER 6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) All ALL AROUND '4 r WATER APPLICABLE VALVE " 'd' . ;'�• ' BOX AND COVER 4 " (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 CONCRETE (ROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE ONNECTION DETAILS MANHOLE FRAME do COVER (SEE FIGURE 202) SET COVERS FLUSH IN PAVED AREAS do AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS.me__2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) V_6' MIN. W 3'-0" MAX. 5" rc i INSIDE WA OUTSIDE WALL PRE -PRIMED BITUMINOUS EPDXY COATINGS v� o •p JOINT SURFACES PER SPECIFICATIONS 4'-0' 5' MIN.. PRE -PRIMED PRE -MOLDED (SEE NOTE S) JOINT SURFACES PLASTIC JOINT SEALER WITH PROTER WRAPPERfVE ENCHING PER SPECIFICATIONS1" D (WRAPPER TO BE REMOVED) REINFORCEMENT AND JOINT COMPLETED JOINT WITH DETAIL TO BE DESIGNED BY MIN. SQUEEZE -OUT SQUEEZE -OUT THE ROVEDBENGINEER AND L B" MIN. APPROVED BY THE CITY. �---191-� SECTION JOINT �9�-7 72" DETAIL BEDDING ROCK MIN. CAST -IN -PUCE PRECAST MONOLITHIC CONCRETE BASE BASE TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A AREA FOR UNDISTURBED PLUG SOIL (TYP.) EDGE OF TRENCH (TYP.) CROSS W/PLU� CROSS W/ TWO PLUGS AREA FO TEE WOOD BLOCKING (TYP.) AREA FOR PLUG TEE TEE W/PLUG AREA FOR AREA FOR 45' BEND TEE AREA FOR PLUG TEE W/ WYE END PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103A PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN TYPICAL PIPE 4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. 'SEWER UNE SEWER LINE 1 10" TO 18" PIPE -.6 TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. >M MDBx 7NH MOMS SRI MOMS ERm IAa R'NR IRE anvl LAIC f 20" AND URGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. RRI (OAS RBI IDOi ANI n"m j nnnl MIT[ nvDl IBA: nNDI TEN I ISCw'01 TER SwO1 EAR KTvm LINE i PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) F.... 12" �.-I T ue MAX. SLwR ua��aNR UK Fla- T � /� JJ._. 6" FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE TUTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 morn VAIN NANNnI C I INQR THICKNESS (INCHES) MATERIAL MANUFACTURER DIAMETER (INCHES) HEIGHT (FEET) 3-6 7-12 13-20 21-25 26-35 48-53 54-57 58-60 61-66 67-72 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8' THRU 24". SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24'. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED. CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200B OFFSET (AS REQ'D) BENDS WOOD FORM BOARDS BEHIND EDGE OF CROSSCUT BELL SHALL NOT INTERFERE UNDISTURBED WITH JOINT (TYP.) e SOIL (TYP.) CONCRETE THRUST = BLOCK (TYP.) 0/2 TRENCH WIDTH OC THRUST _ EDGE OF • TRENCH THRUS BLOC (TYP.) FITTING MIN. AREA �SQ. FT.) CONCRETE THRUST BLOCK NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS, NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (8 MIL) PRIOR TO PLACING CONCRETE THRUST BLOCK, 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG. SIDES OF THRUST BLOCKS AS REQUIRED. D COMBINATION AS REQUIRED 4. THRUST BLOCKS SHALL BE USE IN Q TO SUIT THE SPECIFIC FITTING ARRANGEMENT. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SHORTER PERIOD. OMEN 01====== mimmmm_m THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103B PVC PIPE COLOR WATER MAIN: BLUE TYPICAL PIPE 2" TO 8" PIPE - 8" TAPE IS CENTERED ALONG TOP HALF OF PIPE. POTABLE WATER MAIN POTABLE WATER MAIN 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. NMI WWA EOWJOI NMI MOpA 3w1w WINN MRpA ' IOGNE wATR MAN MARE WATER MAIN MOTAKE NAM MAN 20' AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE.. NMI M[OWA SNWIDA MAIN IOLWA S1w1A1 NMI RR1vA SBQOd POTARE wAlu YAM MARE wAIFA Y/A1 POTANE HATER II.M -� POTARE NATR MAN POTARE wATR MAM PORRE NATR MAN ' PAPER BACKED ADHESIVE TAPE (TYPICAL) 71, �.12" YAAI MAX. POMAIIE NA1R MAM 1 " POTABLE wAR MAN B INCHES BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. POTABLE WATER MAIN WITH IDENTIFICATION TAPE TUTS PIPE IDENTIFICATION (POTABLE WATER) CITY OF SANFORD 1999 FIG. 1101 TEE PRECAST MANHOLE �- INFLUENT SEWER (SEE NOTE 3) CONCRETE ENCASEMENT OF VERTICAL PIPE INLET CONNECTION DROP PIPE AS REQUIRED (SEE NOTE 1) 90' BEND 2" STANDARD DROP DETAIL PRECAST MANHOLE WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST MANHOLE WALL STAINLESS STEEL PVC OR BAND Dip STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24' DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS _T CITY OF SANFORD 1999 FIG. 201 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 PIPE SIZE 90' BEND 45' BEND 22-1/2' BEND 11-1/4' BEND PLUG OR BRANCH OF TEE NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. R MORE 3. WHERE TWO 0 0 E FITTINGS ARE TOGETHER USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE' AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: *TYPE OF PIPE: DIP _ * WORKING PRESSURE: P.S.I. * SOIL DESIGNATION: NA ION: * LAYING CONDITIONS: -- - IS TO BE COMPLETED BY THE ENGINEER 6. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. RESTRAINED PIPE TABLE ( DIP CITY OF SANFORD 1999 FIG. 104B GROUND LEVEL IE" VINYL CONTINUOUS 36" WARNING TAPE MIN. TYPICAL UTILITY PIPE GENERAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 5 INCH WIDE VINYL CONTINUOUS NON- METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A COLOR: GREEN WITH BUCK LETTERING. B. LETTERING: "CAUTION: WATER LINE B. LETTERING: "CAUTION: SEWER LINE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW" OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR:PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. B. LETTERING: CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. B. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FIG. 400) UTILITY PIPE WARNING TAPE (SEWER. POTABLE WATER, AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 111 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR RE' CACC "no •CTn011 WATCD" AS APPLICABLE PLAN "CITY OF SANFORD" I FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK H0% ALL COVERS USF "AS" OR EQUAL MACHINED MATING SURFACES 24" t 3/8" _I 1-1/2" MIN. I----i- 4-3/4" MIN. MANHOLE FRAME: USF "227" INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD 1999 FIG. 202 PROPERTY APPRAISER ID NUMBER 11-20-30-517-0000-0030 SEMINOLE COUNTY APPROVED FOR CONSTRUCTION THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. APPROVED. SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT DATE 0 N i+ To (y w b 0 I Q ts C) Z a `� To ON 1 cs OJ N?t M y y CJ 4., 4, .. ti wP-1a CAU b0 � N w m Z 01 U ti C t a.0 P, lu �w O cn ce) J N O F•- It LU LL1 Z Z ❑ Z ❑ U O o C) O (D Z N m U U) ❑ LL O u o a Q Q U) I-- Z LLI `r0 r C Z o O > uj J Z W N) t.L. W a C'1 00 CN ID (13 ❑ ti ® a .1 a Z N cu ❑ eM O co ce) CD co ce) CD co cf) O co 4 M W � Y Y = LLI uj d z Z (j 0 4 O N N >O w.. U > L) Q c (1) ❑ C 3 ❑ _'z _c U a Q J_ Q IBMMM r Q li m�LL O o Z CL�0 LL Z <,w V/ L O 4 z (D VJ f!fETER; HN F, SUTCH, P.E. 15 icy' 0 3 2003 MINIMUM! III 191111111111 a s C E E TO c lL LOT WYE WITH 6' BRANCH LINE s' MAX. �D REMOVABLE SERVICE CLEAN -OUT PLUG (TYP) (SEE NOTE 2) z SEWER MAIN SIZE VARIES WYE WITH 6" BRANCH SERVICE CLEAH-OUT (SEE NOTE 2) PERMANENT PLUG (TYP) LOT LINE 7 TYPICAL LOCATION OF LOCATOR DEVICE Is END SERVICE CLEAN -OUT PLAN (SEE NOTE 2) FINISHED GRADE 8' PVC SLOPE TO TERMINAL DEPDI AT 1.0% MIN. (TYP) TERMINAL DEPTH ROTATE 6• PVC AS REQUIRED FOR -SPRING LINE SERVICE (3• MIN.) TERMINAL DEPTH (SEE NOTE 1) (TYP.) AS REQUIRED FOR SERVICE (3' MIN.) SEWER MAIN (Trp) SINGLE DOUBLE SERVICE SERVICE PROFILE NOTES: 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB -OUT. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES do NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE STUBOUT FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). _ SANITARY SEWER LATERAL DETAIL CITY OF SANFORD 1999 TFIG. 204 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR PRESSURE VACUUM BREAKER OR SCHEDULE 80 PVC PIPE R REDUCED PRESSURE DEVICE AND FITTINGS (NOT REQUIRED WHERE RECLAIMED WATER IS UTILIZED) METER BOX AN\IUID UNION UNION TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE - 12" TO 30" ABOVE CURB 4" TO 6" GRADE FINISHED � GRADE 7 L METER CURB STOP SERVICE LINE APPLIES ONLY IF IRRIGATION METER HAS SEPARATE TAP TO MAIN. IN MOST CASES CORP. STOP - THE IRRIGATION METER WILL BE PARALLEL TO THE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF PURPLE EXTERIOR ENAMEL 4. DEVICE SHALL BE 12 INCHES (MINIMUM) ABOVE HIGHEST OUTLET. IRRIGATION METER PRESSURE VACUUM BREAKER OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG, 502 CONCRETE STRUCTURE WITH PROPERTY TRAFFIC BEARING COVER LINE LOCKABLE NON SUP PROPERTY (RIGHT-OF-WAY ACCESS HATCH (ALUMINUM) WIRING FROM PUMP STATION PRESSURE SWITCH 2" BRONZE, BRASS, OR 2" CAP (MIN) BRASS SHUT OF RESILIENT BALL VALVE VALVES AND FITTINGS 2" MIN TEE OIL -FILLED CAST IRON PRESSURE f BRASS DRAIN VALVE VALVE BOX GAUGE 2" ROSS 2" MIN DIA PIP BALL CHECK LVE (FULL FLOW) 2" BRASS HORIZONTAL E OR TEE GATE VALVE INFLOW OUTFLOW FROM PRIVATE TO CITY PUMP STATION FORCE MAIN FULL FLOW PLUG VALVE MOUNTED DOWNSTREAM WITH 2" SQUARE ACTUATING NUT NOTES 1.THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 2.DIMENSIONS WILL VARY ACCORDING TO LINE SIZE. MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STEEL. 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH THE INITIAL SETTING TO CUT OFF PUMP STATION AT A FORCE MAIN PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL SHALL BE 10 P.S.I. AND ADJUSTABLE. ALL LETTERS Y N HEHNT 36'WITH 3/4• SPACING BETWEEN ROWS - PRIVATE CONSTRUCT AND INSTALL ' "`' PUMP STATION T---SIGN IN ACCORDANCE WITH 24' SECTION 22.5.2 OF THE (aWHEwS NAME) XXXXXXX UTILITIES MANUAL (PHONE NUMBER) OOO OQO- 1/2• BORDER FINISH GRADE PRIVATE PUMP STATION PRESSURE SWITCH AND SIGNAGE DETAILS CITY OF SANFORD -F 1999 FIG. 305 A�UM. CLIPS 1 10'-0" SPACING TOP RAIL POST CAP 1 POST STRETCHER CORNER BARS #9 TIE WIRES i i•Oi Pi.O III 40• D.C. _ .:..•.o•.FABRIC 3 ROUND .•• •ii . ••..•• e GRADE It //1 PSI CONCRETE DETAILFENCE GATE •ST -1 I -GATE CORNER TRUSS RODS 1-I -1 �3000 P.S.I. CENTER STOP 1_ 12 =1 h�6" CONCRETE 12" x 12" x 12 6" " 12" 20' MAX. I - DOUBLE SWING GATE DETAIL NOTES: 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. CHAIN LINK FENCE DETAIL CITY OF SANFORD 1999 FIG. 304 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR DOUBLE CHECK OR SCHEDULE 80 PVC PIPE)UIDUNION REDUCED PRESSURE DEVICE AND FITTINGS METER BOX UNION TO BE FLUSFINISHED GRSHUT OFF12" TO 30"ABOVE 1CURB 4" GRADE FINISHED GRADE 1 /l ;MAINF E WATE NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL DOMESTIC METER AND DOUBLE CHECK VALVE OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 503 SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE ---- SEE NOTE 2 --- RESILIENT SEAT - M. J. GATE VALVE WATER MAIN CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER LOCATING WIRE COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) rw ADJUSTABLE CAST IRON VALVE BOX BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. GATE VALVE AND BOX DETAIL CITY OF SANFORD 1999 7FIG. 400 2"METER DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY SCH. 40 GALVANIZED PIPE AND FITTINGS PRESSURE GAUGE PROVIDE TEMPORARY "30"1 PORTS AS REQUIRED. 3/4' HOSEBI88 AW/VACUUM BREAKER 2" SCHD. 80 PVC. G- 2" SCHD. 80 PVC DOUBLE STRAP SADDLE 2" CORP. STOP [" /1-- 2" OORP. STOP EXISTING WATER LINE G e NEW WATER LINE FLOW TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED. CITY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504A HYDRANT OPERATING NUT HOSE NOZZLE - 24" SQUARE AND- 6' THICK REIN- FORCED CONCRETE SHEAR PAD. (SEE NOTE 2) 2-04AT9"- O.C. ALL AROUND COMPACTED BACKFILL SEE NOTE 3 PUMPER NOZZLE FACING STREET VALVE PAD i 3 (SEE FIGURE 107) � N 8" •' r ANCHORING TEE 12" IN. 6' BEDDING ROCK -/ 6" PIPE --J MECHANICAL JOINT J RESILIENT SEAT GATE WITH RESTRAINERS VALVE AND BOX (TYP.) (SEE FIGURE 400) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423 AMERICAN DARLING 8-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL, 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. FIRE HYDRANT ASSEMBLY DETAIL CITY OF SANFORD 1999 FIG. 402 TEMPORARY JUMPER CONNECTION NOTES: 1. A temporary Jumper connection is required at all connections between existing active water mains and proposed new water main Improvements. 2. The detoil above is to be used for tilling any new water main of any size from existing active. water mains and for flushing of new mains up to 8 INCHES IN DIAMETER (2.5 FPSminimum velocity) and for pulling bacteriological samples from any new water main of any size. The Jumper connection shall be maintained until after filling, flushln testingand disinfection of the new main has been successful completed and olvara ee for use from the Florida Department of Environmental Protection (FDEP) and :fiver e r rHn n1 agencies have been received. The jumper connection shall also W used to W 9 1 W .Maintain a minimum pressure of 20 pal in the new mains offer disinfection and until the OEP clearance letter Is obtained adequate. Thrust blocking and/or restraints shall be 0rovided temporarily, as required. PI and fittings used for connecting • eve • o •ar m n i r the Klating pipe shall be disiected prior to Installation In accordance with AWWA C651P 1992 edition. The topping sleeve and the exterior of the main to be tapped shall be disinfected by spraying or swabbing per Section It of AWWA C651-92 3 FN::.ing of 10 Inches In diameter and larger water mains may be done through the fle-In valve under wry controlled conditions. The following prooedures shall be followed: A. The tie -In valves shall be operated and pressure tested In the presence of the utility company and engineer to verify water tightness prior to tie -In. Valves which are not watsilight shall be replaced with a new valve installed Immediately adjacent to the looking valve.. ,...ITIe temporary Jumper connection shall be constructed as detailed. The jumper connection shall be used to fill the now water main and for providing water for bac- teriological sampling of the now main as required by the FDEP permit. Flushing shall not be attempted during peak demand hours of the existing water mains. +11 downstream valves In the System must be open prior to opening the tie -In valve. • Provide for and monitor the pressure In the tie -In point. The pressure In the extolling a,ioin must. not drop below 35 psi. "he tie-'n valve shall be opened a few turns only ensuring a pressure drop across the valve is greater than 10 psi. C. T7:e He -In valve shall be locked closed by the utility company unfit flushing begins. D. The tie -In valve shall be opened only for flushing of the new main. The procedure shall be directed by the utility company and observed by the engineer. 1, Affer fluRhing, the tie-in valve shall be closed and locked In the closed position by the utility company. 4. The contractor shall provide documentation demonstrating that the double check backflow - prevention device has been tested and Is In good working order at the time of installation. zi. Fxcept as required to flush lines of greater than 8 Inches In diameter, the tie-in valve shc(l. remain closed and shall be locked In the closed position by the utility company. The Hein valve shall remain looked closed until the new system has been cleared for use by FDEP and all other pertinent agencies. 6. Upon receipt of clearance for use from FDEP and all other pertinent agencies, the contractor shall remove the temporary jumper connection. The corporation stope. are to be closed and plugged with 2 Inch brass plugs. 7. All .Installation and maintenance of the temporary jumper connection and associated backflow prevention device, fittings, Valve, eto. shall be the responsibility of the contractor. TEMPORARY JUMPER CONNECTION CITY OF SANFORD7- 1999 FIG. 504E CORPORATION MARK WITH WOOD CORPORATION Y-BRANCH STOP (1" YIN.) AL COOLOIDENTI- STOP (1' MIN.) ITITHN'O3/4" WITH LOT NUM- x 3/4") eERs CURB STOP CURB STOP 2 EA. j (SEE NOTE 3) 3 7 3 3 Y MAX � 3 PROPERTY TUBING LINE TUBING; (I• MIN.) (I- MIN.) PROPERTY LINE SINGLE METER BOX INDIVIDUAL INDDUAL METER BOXES e: WATER METER UP TO 2" WATER METERS UP TO 2' (BY CITY OF SANFORD) (BY CITY OF SANFORD) SINGLE SERVICE DOUBLE SERVICE CONTINUOUSCOLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE CHECK ✓k FITTING LOCATING WIRE VALVE (NORMALLY OPEN) LOCATING WIRE ALONG MAIN SPLICE SERVICE WIRE 0 MAIN WIRE WITH WATERPROOF CONNECTOR) 3p• - 45' YOKE BAR METER AWWA TYPE CURB STOP CC THREADS TYPE "K" fLEXIBLE WATER MAIN COPPER OR CTS POLYETHYLENE SADDLE TUBING (1" MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WATER SERVICE CONNECTION DETAIL CITY OF SANFORD 1999 FIG. 405 DISINFECTION Before being placed in service, all new water mains shall be chlorinated in accordance with the specifications below and the procedures outline In AWWA C-651 Standard Procedure for Disinfecting Water Mains*. All provisions of the Florida Department of Environmental Protection permit shall be compiled with. WATER SYSTEM TESTING: Hydrostatic testing shall be performed at 150 pounds per square Inch pressure, unless otherwise approved by the City, for a period of not less than two (2) hours. Tooting shall be In accordance with the appplicable provisions as set forth in Section 13, AWWA Standard C600 for PW ductible Iron 1 and AWWA Manua - I Number M 23 for PVC i PW The testing Procedure shall Include the continued nu•d application of the specified pressure to the teat. stem for the two hour pe riod b o pp YY suitable for measuring water loss. The amount ofyloss thallmbe deformin' tyfinea urinytthe volume displaced from said container. Shouldttit tits test fall necessary rs re shall �e accomplished by the contractor and the test repeated until within the established limits. The contractor shall furnish the necessary labor, water pumps, gouges and all other Items required to conduct the required water distribution system and perform necessary repairs. WATER SYSTEM TESTING AND DISINFECTION CITY OF SANFORD 1999 FIG. 507 RIGHT OF WAY LINE -_ VARIES UMITS OF UTILITY EASEMENT CONCRETE SUB BYPASS FLANGED TEE (2 REWIRED)Ph Ye. lei � � �15 '0' YIN. �MMN VALVE METER a STRAINER b _ (SEE NOTES 9-f0) Y'0" MIN. 12' SPOOL PIECE DOUBLE CHECK OR REDUCED FLANGED 'T' TO BYPASS PRESSURE ZONE DETECTOR ASSEMBLY AS REWIRED BY THE CITY 1/2" PREFORMED JOINT TERIAL BETWEEN PIPE O.S. a Y. RESIUEKT SEAT VALVES AND CONCRETE SLAB (3 REWIRED) W FLAMM BEND e CONCRETE SLAB WITH RODS ON D.I.P.RISER No. 6 x 6, WIG x INTO 'sa• yANi(, WIRE MESH SLOPE FINISHED GRADE SLOPE N GATE VALVE W MJ SEND (2 REQUIRED) TO SERVICE - THRUST COLLAR N RODDED TO W BEND OR RESTRAINED ADJUSTABLE PIPE TO VALVE AS REWIRED SUPPORT STANDS 7TOGA COLLAR RODOED TO BY THE CITY NOTES'W VEND OIL RESTRANED TOTALLY 'RRED I. ALL PIPE AND FITTINGS, MATERIALS, LABOR, AND APPURTENANCES BY THE CITY SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRO FNL PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. 3. THREE (3 INCH METERS AND ABOVE SHALL BE ABOVE GROUND INSFALLA WITH BYPASS. 4. VALVES SHALL BE CHAINED CLOSED. 5. THE ABOVE GROUND BYPASS UHE SHALL BE SIZED FOR FIRE ROW REQUIREMENTS. 6. ALL FIRE LINES SHALL BE A MINIMUM OF EIGHT (8) INCHES OR AS APPROVED BY THE FIRE DEPT. 7. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BUCK FOR ALL OTHER USES. 8. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. 9. DUAL DOMESTIC -FIRE FLOW MASTER METERS SHALL BE THE COMPOUND TYPE . 10. DOMESTIC WATER MASTER METERS SHALL BE EITHER COMPOUND OR INUNE TURBINE TYPE AS DETERMINED FROM THE PROPOSED USAGE IN ACCORDANCE WITH APPENDIX "D' OF THE UTILITIES MANUAL. DUAL DOMESTIC-FIRE/FLOW DOMESTIC WATER MASTER METER ASSEMBLY CITY OF SANFORD 1999 FIG. 501 HORIZONTAL h VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY POTABLE WATER RECLAIMED WATER- SANITARY (e>EFFA STORM SEWER ACCEU,E IHRR. VERT. HORR vE n HORS. VERT. IIORI2. VERT. VARUNCCS PorAea _ s' C C ta" f0' I6• f0 iB' WATER RECLANED• a' C/C 10• - - I.0 C 1a• s¢ aENEIGL WATER SEWER toSANITARY' Ie• Is• - - - GENERAL NOTES: 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REOIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY ONES AND EXISTING OR PROPOSED UTILITY LINES. •2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. B. WHERE 18 INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR EN- CASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTILITY MAIN SEPARATION REQUIREMENTS CITY OF SANFORD 1999 FIG. 508 PROPERTY APPRAISER ID NUMBER 11-20-30-517-0000-0030 SEMINOLE COUNTY APPROVED FOR CONSTRUCTION THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. APPROVED. SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT DATE 0 R>o N IL�1V i.L N .0 W bbo O ti h 14 01 O k O iv h A ;2 C1 i• C{ O U �1+ W P'4 U bo M N � WpM U ct c r'T x N w a.+ 3 Ln J O N O I¢- F- W N W ❑ Z Z Z � U M O O O N cu CU O (n ❑ O LL. vJ vJ i Q. a a Q � H W IZ W � � l I U O U Z W Z a LU Z) U) W 0 N Z O W J Z O W Z C a W NU W LW W W a a 0 O M 0000 N CU ❑ Z (Q ❑ 0 (O 0 CO 0 to 0 (O Ir1 N M O aD E Z Y Y = W O cti ? 0. o 0 0 U ' U C rn (D 3 U mc O p. U Q ❑ ❑ U Q Li `v O O LL U. \ w O v/ LL =�a O O Z FER-JOHI, F. SUTCH, P.E. T 01003 I 04 N Z 1 t THIS PLAN HAS BEEN PREPARED TO ENSURE COMPLIANCE WITH RULES OF THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, CHAPTER 17-25-FAC AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT, CHAPTER 40E-4. SITE DESCRIPTION A. SITE LOCATION N.E. QUADRANT OF U.S. 17-92 & E. LAKE MARY BLVD. SECTION 11, TOWNSHIP 20 SOUTH, RANGE 30 EAST. LATITUDE: 28°45' NOTH LONGITUDE: 81'17' WEST (TO APPROXIMATE CENTER OF PROJECT) B. SITE CONDITIONS & ACTIVITIES NARRATIVE 1. THE EXISTING CONDITION OF THE SITE IS UNDEVELOPED WOODED AREAS. DURING CONSTRUCTION MOST OF THE TREES WILL BE CLEARED, AND THE SITE WILL BE FILLED t2.5' THIS PROJECT WILL HAVE NO MAJOR EFFECT ON ANY THE ABUTTING PROPERTIES. 3.. SITE OPERATOR (CONTRACTOR) SHALL PREPARE A CONSTRUCTION SCHEDULE THAT INCLUDES THE DATE GRADING WILL BEGIN AND THE EXPECTED DATE OF STABILIZATION AND SHALL INCLUDE THE CONSTRUCTION SCHEDULE AS PART OF THIS STORM WATER POLUTION PREVENTION PLAN (SWPPP). C. SEQUENCE OF IMPLEMENTATION OF CONTROLS 1. INSTALLATION OF CONTROL MEASURES. 2. CLEARING, GRUBBING AND EXCAVATION. 3. CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE BUILDING, SITE DEVELOPMENT, AND INFRASTRUCTURE NECESSARY TO SERVE THE PROPOSED SITE. 4. FINAL STABILIZATION. D. ESTIMATE OF TOTAL PROJECT AREA AND AREA TO BE DISTURBED THE TOTAL PROJECT AREA IS 2.49 +/-ACRES. THE AREA TO BE DISTURBED IS 2.49 +/- ACRES. E. ESTIMATE OF RUNOFF COEFFICIENTS, EXISTING SOIL DATA THE ESTIMATED RUNOFF COEFFICIENT BEFORE CONSTRUCTION: C = 0.15 THE ESTIMATED RUNOFF COEFFICIENT AFTER CONSTRUCTION: C = 0.60 THE ESTIMATED RUNOFF COEFFICIENT DURING CONSTRUCTION: C = 0.15TO 0.60 THE USDA SOIL CONSERVATION SERVICE SOIL SURVEY OF SEMINOLE COUNTY, LISTS MYAKKA SOIL SERIES AS THE PREDOMINANT SOIL TYPES FOR THE PROJECT AREA. G. RECEIVING WATERSNVETLAND AREAS DISCHARGE IS TO LAKE JESSUP MS4 OPERATOR NAME (IF ANY): H. CALCULATIONS SEE STORMWATER CALCULATIONS rr.]•rr;101%� EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP IN CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS. THE EROSION CONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDENT UPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT AND/OR AS DEEMED NECESSARY AS A RESULT OF ON -SITE INSPECTIONS BY THE OWNER, THEIR REPRESENTATIVES, OR THE APPLICABLE JURISDICTIONAL AUTHORITIES. THESE ADDITIONAL MEASURES IF NEEDED SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE OWNER. IT NOTED THAT THE MEASURES IDENTIFIED ON SHOULD BE THIS PLAN ARE ONLY SUGGESTED BEST MANAGEMENT PRACTICES (BMPS). THE CONTRACTOR SHALL PROVIDE POLLUTION PREVENTION AND EROSION CONTROL MEASURES AS SPECIFIED IN FDOT INDEXES #100 THROUGH #102 AND AS NECESSARY FOR EACH SPECIFIC APPLICATION. IT IS THE CONTRACTOR'S ULTIMATE RESPONSIBILITY TO ASSURE THAT THE STORMWATER DISCHARGE FROM THE SITE DOES NOT EXCEED THE TOLERANCES ESTABLISHED BY ANY TO THE APPLICABLE JURISDICTIONAL AUTHORITIES. A. EROSION AND SEDIMENT CONTROLS GENERAL EROSION CONTROL A. CLEARING AND GRUBBING OPERATIONS SHALL BE CONTROLLED SO AS TO MINIMIZE UNPROTECTED ERODIBLE AREAS EXPOSED TO WEATHER. GENERAL EROSION CONTROL BMPS SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND OFF -SITE SEDIMENTATION. WHILE THE VARIOUS TECHNIQUES REQUIRED WILL BE SITE AND PLAN SPECIFIC, THEY SHOULD BE EMPLOYED PRIOR TO ANY CONSTRUCTION ACTIVITY. B. EXCAVATED MATERIAL WILL NOT BE DEPOSITED IN LOCATIONS WHERE IT COULD BE WASHED AWAY BY HIGH WATER OR STORM WATER RUNOFF, STOCKPILED MATERIAL SHALL BE COVERED OR ENCIRCLED WITH SEDIMENT CONTAINMENT DEVICES. C. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. CLEARED SITE DEVELOPMENT AREAS WHICH WILL REMAIN AT ROUGH GRADE FOR 14 DAYS OR MORE SHOULD BE STABILIZED IMMEDIATELY BY COVERING WITH ADEQUATE AMOUNTS OF HAY, OVER SEEDED AND PERIODICALLY WATERED SUFFICIENT TO STABILIZE THE TEMPORARY GROUNDCOVER, OR BY THE USE OF AN APPROPRIATE ALTERNATIVE BMP. D. ALL GRASS SLOPES CONSTRUCTED STEEPER THAN 4H:1 V SHALL BE SODDED IMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED. E. WHERE REQUIRED TO PREVENT EROSION FROM SHEET FLOW ACROSS BARE GROUND FROM ENTERING A LAKE OR SWALE, A TEMPORARY SEDIMENT SUMP SHALL BE CONSTRUCTED. THE TEMPORARY SEDIMENT SUMP SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON THE GROUND DRAINING TO THE SUMP. F. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES OR ANY DISTURBED LAND AREAS SHALL BE COMPLETED IMMEDIATELY AFTER FINAL GRADING. WHEN IT IS NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED AREA IMMEDIATELY AFTER GRADING OPERATIONS, TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED. ALL TEMPORARY PROTECTION SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED. PROTECTION OF SURFACE WATERS A. WHERE PRACTICAL, STORMWATER SHALL BE CONVEYED BY SWALES. SWALES SHALL BE CONSTRUCTED AS SHOWN ON PLANS. B. EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY OF SURFACE WATERS LOCATED DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY. WHILE THE VARIOUS MEASURES REQUIRED WILL BE SITE SPECIFIC, THEY SHALL BE EMPLOYED AS NEEDED IN ACCORDANCE WITH THE FOLLOWING: I. IN GENERAL, EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICAL UPSTREAM LOCATION. ii. NEW AND EXISTING STORMWATER INLETS AND OUTFALL STRUCTURES SHALL BE PROTECTED DURING CONSTRUCTION. PROTECTION MEASURES SHALL BE EMPLOYED IMMEDIATELY AS REQUIRED DURING THE VARIOUS STAGES OF CONSTRUCTION. III. PERIMETER EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL FINAL SITE STABILIZATION HAS BEEN ESTABLISHED C. HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BE DESIGNED TO PREVENT OIL, GREASE, AND LUBRICANTS FROM ENTERING SITE DRAINAGE FEATURES INCLUDING STORMWATER COLLECTION AND TREATMENT SYSTEMS. CONTRACTORS SHALL PROVIDE BROAD DIKES OR SILT SCREENS AROUND, AND SEDIMENT SUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OF OIL, GREASE, LUBRICANTS, OR OTHER CONTAMINANTS. CONTRACTORS SHALL HAVE AVAILABLE, AND SHALL USE, ABSORBENT FILTER PADS TO CLEAN UP SPILLS IMMEDIATELY AFTER ANY OCCURRENCE. CONTROL OF WIND EROSION A. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS NECESSARY TO MINIMIZE THE TRANSPORT OF FUGITIVE DUST. IT MAY BE NECESSARY TO LIMIT CONSTRUCTION VEHICLE SPEED IF BARE EARTH HAS NOT BEEN EFFECTIVELY WATERED. IN NO CASE SHALL FUGITIVE DUST BE ALLOWED TO LEAVE THE SITE UNDER CONSTRUCTION. B. AS REQUIRED AFTER COMPLETION OF CONSTRUCTION, BARE EARTH AREAS SHALL BE VEGETATED. C. AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/OR VEGETATION ARE NOT EFFECTIVE IN CONTROLLING WIND EROSION AND/OR TRANSPORT OF FUGITIVE DUST, OTHER METHODS AS ARE NECESSARY FOR SUCH CONTROL SHALL BE EMPLOYED. THESE METHODS MAY INCLUDE ERECTION OF DUST CONTROL FENCES. IF REQUIRED, DUST CONTROL FENCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAIL FOR A SILT FENCE EXCEPT. THE MINIMUM HEIGHT SHALL BE 4 FEET. IN ADDITION TO THOSE RESPONSIBILITIES OUTLINED WITHIN THE CONSTRUCTION PLANS AND DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING MEASURES: A. PROJECT SCHEDULE WITH EROSION AND SEDIMENT CONTROL INSTALLATION AND MAINTENANCE TIED TO SPECIFIC DATES OR CONSTRUCTION ACTIVITIES. B. ALTERATIONS TO THE DESIGN EROSION AND SEDIMENT CONTROLS DUE TO DIFFERENCES BETWEEN THE DESIGN PLANS AND ANTICIPATED CONSTRUCTION PHASING AND THE CONTRACTOR'S CONSTRUCTION METHODS. C. NAME AND PHONE NUMBER OF CONTRACTOR'S REPRESENTATIVE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL INSTALLATION AND MAINTENANCE ON A 24 HOUR BASIS. D. THE CONTRACTOR WILL FURNISH, INSTALL, MAINTAIN AND SUBSEQUENTLY REMOVE, ALL NECESSARY EROSION CONTROL. THE CONTRACTOR WILL FURNISH AND INSTALL ALL NECESSARY PERMANENT EROSION CONTROLS. E. THE DEVELOPMENT OF THE APPLICABLE BMP'S TO ENSURE THE CONTROL OF OFF -SITE TRACKING /SPILLAGE, SANITARY WASTE, FERTILIZERS & PESTICIDES, SOLID WASTE DISPOSAL AND NON-STORMWATER S M ER DISCHARGES $HAZARDOUS WASTE. WHEN THE CONTRACTOR ENCOUNTERS A SPILL, CONSTRUCTION WILL STOP AND WORK WILL NOT RESUME UNTIL DIRECTED BY THE PROJECT ENGINEER. DISPOSITION OF HAZARDOUS WASTE WILL BE MADE IN ACCORDANCE WITH ANY REQUIREMENTS AND REGULATIONS OF ANY LOCAL, STATE, OR FEDERAL AGENCY HAVING JURISDICTION. THE CONTRACTOR IS ADVISED THAT THE CONTRACT DRAWINGS ONLY INDICATE EROSION, SEDIMENT, AND TURBIDITY CONTROLS AT LOCATIONS DETERMINED IN THE DESIGN PROCESS. HOWEVER, THE CONTRACTOR IS REQUIRED TO PROVIDE ANY ADDITIONAL CONTROLS NECESSARY TO PREVENT THE POSSIBILITY OF SILTING ANY ADJACENT LOWLAND PARCEL OR RECEIVING WATER. B. STORM WATER MANAGEMENT THE STORM WATER RUNOFF FROM THE PROJECT AREA WILL BE COLLECTED IN A SYSTEM OF INLETS, FLUMES AND CONVEYED TO A DRY STORM WATER RETENTION POND FOR TREATMENT PRIOR TO DISCHARGING OFF -SITE. C. APPROVED STATE AND LOCAL PLANS OR PERMITS THE FOLLOWING PERMITS HAVE BEEN ISSUED FOR THE CONSTRUCTION OF THE STORM WATER FACILITIES FOR THIS PROJECT. SJRWMD PERMIT # MAINTENANCE MAINTENANCE OF EROSION CONTROL DEVICES IS OF PARAMOUNT IMPORTANCE TO NORRIS INDUSTRIES, INC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL POLLUTION PR'=VENTION CONTROLS. DAILY REVIEW SHALL BE MADE BY THE CONTRACTOR TO DETERMINE IF CONSTRUCTION ACTIVITIES HAVE ALTERED THE EFFECTIVENESS OF EROSION, SEDIMENTATION, TURBIDITY, AND POLLUTION CONTROL MEASURES. CORRECTIVE ACTION SHALL BE PERFORMED IMMEDIATELY. THE CONTRACTOR WILL COMPLETE A REPORT DETAILING MEASURES THAT ARE NOT ACHIEVING PERMIT COMPLIANCE AND THE CORRECTIVE ACTION THAT IS TAKEN. UNLESS OTHERWISE SPECIFIED, ACC?JMULATED SEDIMENTS SHOULD BE REMOVED BEFORE THEY EACH ONE-HALF OF THE CAPACITY OF THE CONTROL DEVICE, INSPECTION THE CONTRACTOR IS REQUIRED TO INSPECT AND MAINTAIN CONTROLS WEEKLY AND WITHIN 24 HOURS AFTER A RAINSTORM IN EXCESS OF 0.25 INCHES. THE CONTRACTOR SHALL REPORT ALL INSPECTION FINDINGS AND CORRECTIVE ACTIONS TAKEN AS A RESULT OF THE INSPECTION. INSPECTION REPORTS SHALL BE SIGNED BY THE INSPECTOR AND CONTRACTOR AND MAINTAINED FOR FUTURE REFERENCE AS NEEDED. THE INSPECTOR MUST BE A QUALIFIED EROSION AND SEDIMENT CONTROL INSPECTOR AS DEFINED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. REFERENCES THE CONSTRUCTION PLANS AND SPECIFICATIONS FOR THE HAPPY BAYS CAR WASH CPH JOB # N2401 AS PREPARED BY CPH ENGINEERS, INC. ON JUNE, 2003 ARE HEREBY REFERENCED AND MADE A PART OF THIS PLAN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILE "NOTICE OF INTENT (NOI) FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER A NPDES GENERAL PERMIT" (EPA FORM 4510-9 OR LATEST VERSION) TO EPA AND "NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES" (DEP FORM 62-621.300(4)(B) OR LATEST VERSION) TO FDEP TO THE FOLLOWING ADDRESSES: A. STORM WATER NOTICE OF INTENT (4203M) USEPA 1200 PENNSYLVANIA AVENUE NW WASHINGTON, D.C. 20460 B. NPDES STORMWATER NOTICES CENTER, MS #2510 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION 2600 BLAIR STONE ROAD TALLAHASSEE, FLORIDA 32399-2400 r. ...._,..... ............ ............ ............ ............. .._....._. ............ _........ x;... ..,.. ...::,.. �- : A ....... _ _........ ....... ... ;i f ED INDEVELO. ; LAND RETENTION POND : fJ s r far PROP. SILTFENCE (TYP.) SEE DETAIL, SHT. C-10 1 fc d : 5 f ,+ s 1 s ! f „f lN1 i % f 1 n •la bo o �s oVi � V z •i+ CS � a, M 0 M C ts �g W R,NcnU boles �N� M N F4 M �w 3 in m O M 04 O 11 W 'It 11 �— Z W c� O O O 04 m CD O (n IL CD 07 O i L a Q U. N Lf) m O n fa Z f L + i LL LL 3 A. Iv1 i tJ.t ff � f , ' r 3 € , i V ACUUM d. :'AREA _ r 51. 0 a U1---- �I=�___ K Ep► - Y-_o -_ M = `--49.24 Q -- 48.34 — C---------T'— 48.9,(' 49.76- 48.56 48.79 ---- _ 49.46-, 50.08� 49.08� 49.31� PROP. SILTFEN CE (TYP') ... Z O SEE DETAIL SHT. C-10 (_A O /�/ f s; ........ ,...,... L) L ) f LLI z_ ci) ci) PE I ER-JOH F. SUTCH, P.E. 2115 F.�. I 2. EXCAVATE A 4"X4" TRENCH - 1. SET THE STAKES UPSLOPE ALONG THE LINE \ / FLOW FLOW \ FILTER FABRIC OF STAKES \ \\\ / H W FILTER FABRIC ° CONCRETE BLOCKS � 6' MAX. ° ° ° o o ° o ° ° o 0 0 0 o a \\\� °00000000°0°0°0°0°000°000000000° O RUNOFF 0 FILTERED Z m ORIGINAL 2.0 2.0 ♦ °°o° ♦ WAT R F; t 0000 000 z o 0 1.0' 2.5 2.5 0000 0g00 W °° °° bo o �� GROUND °° 10' ° o ' WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE, �-� ) ) 3 0 2 5 °°°° °°°° \/\ \ ° MAX. C.G MAX. 6" MESH SPACING) / ��� �� / i � � ELEVATION 3.5 3.0 °°°° o°o° SEDIMENT FILTER // v r„ � � 4.0 3.0 H 4.5 4.0 °°°° 0000 \ \/ INLET o tz 67 CU. YD./ACRE 5.0 4.5 o ° F L �\�\\ 0 0 • o o '%/�i/ 0000 0000 SECTION SEDIMENT -LADEN FLOW �' °' " RUNOFF DEPTH BELOW TOP OF INLET: s7 cu. YD.iACRE Mom( RIPRAP o000 0000 p , 54" MIN. FENCE POSTS, 3. STAPLE FILTER MATERIAL EXCAVATED 1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF m 4. BACKFILL AND COMPACT AS REQ'D. ( ) FILTER FABRIC °o°° °°°° u, •N a; TO STAKES AND EXTEND MIN. 1'-MAX. 2' ** °°°° INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING. z u. DRIVEN MIN. 12" INTO THE EXCAVATED SOIL. GRAVEL ORIGINAL o°°° 2 HEIGHT BARRIER VARIES. USE STACKS F 4-INCH, -INC R 12 BLOCKS �` py U IT INTO THE TRENCH. GROUND o o° OF AR E S ST C S O C 8 H, O 00 ° o ° W GROUND. ELEVATION 0°0°0°° °°00000°0°°°°°o°°°o°0°0°0°0 N o ° ° o ° ° ° ° ° o ° o ° ° ° MIN. HEIGHT OF BARRIER 12" AND MAX. HEIGHT OF 24" �..` SECTION A -A 3. PLACE FILTER FABRIC OVER VERTICAL FACE OF CONCRETE BLOCKS. w '' GRATED INLET SEDIMENT FILTER 4. THE SEDIMENT FILTER SHALL BE ANY NON -ERODIBLE MATERIAL SUCH AS LOOSE iy GRAVEL SHALL BE 2%3" CLEAN STONE ROCK, BROKEN CONCRETE THAT WILL SLOW THE FLOW OF THE WATER AND ALLOW tt IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET. z° MAX. SLOPE 2:1 p FILTER FABRIC \ / \/ PLAN COMPACTED /\ 4" // // // // // \//\// \//\// A BACKFILL �j OVER WIRE FENCE /� \/////\//��j/�\ 4 /� \//\///\\//\//\\' 4\\ \��\\��\\//\\�\ LARGER PARTICLES \ RIPRAP • t FOR EEP HOLE DEWATERING\\� SETTLE OUT\� BLOCK AND AGGREGATE INLET SEDIMENT FILTER STORM WATER WITH \//\// ��O LENGTH (IN FEET) EQUAL SHEET FLOW INSTALLATION LARGE PARTICLES /j/ ��6 X DRAINAGE AREA N.T.S. u" j/ G�DE (PERSPECTIVE VIEW) 3 M REMOVED IN AC.) I . AX NOTES: DIVERSION DIKE 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5 %) FLp� �/j //�//�/�� a 2. THE TOP OF THE FRAME (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT A F A W ///\\ TER FABRICS RUNOFF FROM BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE B �� ��\��R����o STRUCTURE. M FLO1 %\ DRAIN INLET /\\//\ .'.. �� �, �,\ �\ ���� O N POINT 'A' SHALL BE %/j //%/j r / � GRAVEL �� TEMPORARY EARTH BERMS W N CL ELEVATION `\/\ / / HIGHER THAN POINT'B' \\ \ \ \ \ \ \ \ \ \ \ \\ \\ ( \\��= �- \ U \_ Z z Z W //\//\/\//\//\//\//\//\//\//\//\///// \ RIP RAP D DRAINAGEWAY INSTALLATION \ \\��\�\/\\�\/�\/\\ / / \ \ *TEMPORARY EARTH IF DIRECTED (FRONT ELEVATION) EXCAVATED / PUMP BERMS BY ENGINEER MO _ SPECIFIC APPLICATION AREA 1'` �� � NOTE: INSTALL IN ACCORDANCE WITH SILT THIS METHOD OF INLET PROTECTION IS O MAX. WOVEN MESH SPACIWIRE FENCENG) WITHMIN. 14 IFILTER CLOTH COVER FENCE DETAIL, EXCEPT AS NOTED ABOVE. APPLICABLE WHERE HEAVY FLOWS ARE SILT N -0 N EXPECTED AND WHERE AN OVERFLOW FENCE U M p N O CAPABILITY AND EASE OF MAINTENANCE OUTLET (PERSPECTIVE) U) ❑ -7 Li POSTS: STEEL EITHER T OR U TYPE OR 2"x2" HARDWOOD ARE DESIRABLE. a FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX. MESH OPENING FILTER FABRIC: M SEDIMENTATION/SILT FENCE 1.MIRAFI140N EXCAVATED INLET TEMPORARY SEDIMENT TRAP CL COMPACTED N.T.S. Q BACKFILL[FINISH GRADE 2. DUPONT TYPAR 3341 WITHOUT WIRE SUPPORT SEDIMENT TRAP * APPLICABLE IF IS ACCEPTABLE LAKE Q. DR SUMP AREA IS AVAILABLE FLOW _ 3. OR APPROVED EQUAL. N.T.S. N.T.S. 20'-30' 300'(MIN.) \\/\\\/\\\// / TEMPORARY EXTEND WIRE FENCE A\\\\ UNDISTURBED FRAME ■ MIN. OF 2" INTO TRENCH �\ .\ j\� Z VEGETATED AREA GROUND 5' MIN. SEDIMENT 4" X 4" (TYP.) SUMP ❑ ❑ EMBEDDED FILTER FABRIC i \; TRNC 2" X 4" WOOD FRAME OR TEMPORARY EARTH BERMS Z MIN. 8" INTO GROUND /\ / BARE GROUND W SOD LIMITS '' 15" SHEET 6„ MIN. / 18 DROP INLET � / PLACE THE END POST OF THE � MAX' \ - WITH GRATE SECOND FENCE INSIDE THE CROSS-SECTION ~ * END POST OF THE FIRST FENCE FABRIC UNDER GRATE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. (SEE ABOVE) Z) Fn 3' MIN. / O 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY �j ` 2" x 2" STAKE > - / / ROTATE BOTH POST AT LEAST ;.:..::-„ .,.... .. O � 24" AT TOP AND MID SECTION. LAKE i 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED 0R 180 DEGREES IN A CLOCKWISE W BY SIX INCHES AND FOLDED. SWALE SEAL DIRECTION TO CREATE A TIGHT J NOTED I THE EROSION CONTROL PLAN. COLLECTED MATERIAL GATHER EXCESS MATERIAL THE FABRIC 300' (TYP) T MPORARY Z 4. MAINTENANCE SHALL BE PERFORMED AS NOT N AT CORNERS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATES TO HALF THE HEIGHT OF THE SILT FENCE. FABRIC RECHARGE RETENTION AREA W DIRECTION OF RUNOFF WATERS U) SEDIMENTATION/SILT FENCE W/ WIRE SUPPORT /\/\/ r� w \\�\\/\\ /\\ U + + + DRIVE BOTH POST ABOUT 14 a f _ N.T.S. %\``\ TEMPORARY SEDIMENT INCHES INTO THE GROUND AND TYPICAL DEWATERING BURY FLAP FABRIC EXTENDS V MIN. SUMP DISCHARGE PLAN N.T.S. ATTACHING TWO SILT FENCES N.T.S. SILT FENCE INLET PROTECTION co m PROPOSED N.T.S. A N ❑ TOP OF BANK STORM PIPE DIVERSION RIDGE REQUIRED r WHERE GRADE EXCEEDS 2% EATER GRAVEL FILLED SANDBAGS Y w w FLOW 'Z% pR`/' � ARE STACKED TIGHTLY a ©a a Z `1 Z Q w w w EXISTING PAVED - I- BACK OF CURB m O m m w w 15' MAIN ROADWAY - D C0 M Co CO PROPOSED SWALE O y w w w y w BUFFE O 0 0 0 LL - CURB ❑ (O to c0 Cp da. a0 w w FLOW - - _ -f'�' INLET ~� N 00 WETLANDI' w FILTER FABRIC EXISTING SWALE w w w Z EXISTING SWALE INSTALLED w w w w E = O w w w DOWNSTREAM OF PROP. y y y y UPLAND SECTION A -A SPILLWAY N Y Yuj SILT BARRIER INSTALLED Z (� d STORM PIPE w w w w CATCH BASIN (p DOWNSTREAM OF PROP. W w w w y SWALE CONNECTION w W SPILLWAY w w w TWO SEDIMNTATION BARRIERS WITH - EXIST. SWALE w W ALIONG EBT RETWETLAND PERIMETER T >+ >' 4 0 ,�.� SEDIMENT BARRIER .0 -Q SILT BARRIER AT SILT BARRIER AT �� (SANDBAG TYPE SHOWN) NOTE: m USE SANDBAGS, SILT FENCE, A a 3 U OL u CONNECTION OF SWALE TO CONNECTION OF STORM PIPE WETLAND PROTECTION OR OTHER APPROVED METHODS EXISTI NG G SWALE TO EXISTING SWALE SUPPLY WATER TO WASH TO CHANNELIZE RUNOFF TO BASIN Q ❑ ❑ U Q N.T.S. WHEELS IF NECESSARY AS REQUIRED N.T.S. N.T.S. PLAN VIEW ® O O�y PONDING 1�,:•r BACK OF CURB HEIGHT wr't SPILLWAY FLOW �� �_ FLOW p ,,k.... � i. i 2%3" COARSE AGGREGATE ; 12' MINAMIN 6" THICK CURB INLET W Q FILTER FABRIC w 1 I O o F1 M FILTER FABRIC ° o o CONCRETE BLOCKS N CONCRETE BLOCKS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w o°o°o°o°o°o°o°o°o°o°°°o°o°0°0°0° ° FILTERED ° o °° o .RUNOFF ♦ °° ♦ I CATCH BASIN t o°o °o° z o°o° WAT R LL. W C 000° W °O° I DIVERSION RIDGE NOTES: SECTION A -A V- OI o000 0000 "\\i //\//\ F<O 20'R MIN. 0 °°°° \\/\\/ INLET 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET Z NI 000I 00 SEDIMENT FILTER \/'� /% SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO O . xI 000C 000' 50' MIN o°o� 0000 SEPARATE FROM RUNOFF ! ♦ O co 0 °°°° SECTION 2. SANDBAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE V m °0°0 0000 0°00 0000 Z DI 000. 0000 1. PLCE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY Z .4 0 0 O 000, ° ° ENT BLOCKS ABUTTING. 3. LEAVE NE A DBA AP IN E T P W T PR VIDE A PI LW c o°o° ,., , ; '.: 000° INLET ON THEIR SIDES, WITH ENDS OF ADJACENT PLAN O S SANDBAG G THE O ROW O 0 S SPILLWAY � (n u 2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4-INCH, 8-INCH, OR 12" BLOCKS. DRAIN GRATE TEMPORARY FOR OVERFLOW m o°o°o o °o°q°o°°°o°o°o°o°°°o°°o°° MIN. HEIGHT OF BARRIER 12" AND MAX. HEIGHT OF 24" ° ° o ° o o ° o o ° ° ° ° ° o DIKE IF NEEDED 4. INSPECT BARRIERS AND REMOVE SEDIMENT AS NECESSARY. SEDIMENT O =I °000°00000000 °000000000000000° NOTE: x 3. PLACE FILTER FABRIC OVER VERTICAL FACE OF CONCRETE BLOCKS. AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY GRATED INLET SEDIMENT FILTER 4. THE SEDIMENT FILTER SHALL BE ANY NON -ERODIBLE MATERIAL SUCH AS LOOSE 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT r ROCK, BROKEN CONCRETE THAT WILL SLOW THE FLOW OF THE WATER AND ALLOW TRACKING OR FLOWING SI SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS CURB INLET PROTECTION DETAIL W .c PLAN IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET. pN MAY REQUIRE TOP DRESSING REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. N.T.S. BLOCK AND AGGREGATE INLET SEDIMENT FILTER 5°I°�'�OP 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO Q PROPERTY APPRAISER ID NUMBER 11-20 30-517-00040030 a. PUBLIC RIGHT-OF-WAY. ro SEMINOLE COUNTY N.T.S. �? NOTES: 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP APPROVED FOR CONSTRUCTION M 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5 %) OR SEDIMENT BASIN. THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY N 2. THE TOP OF THE FRAME (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF A LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD E FROM BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE. COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO � CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE O rn ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY Z CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO v MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF PLAN VIEW TEMPORARY CONSTRUCTION ACCESS DETAIL ONE YEARFRQMTHEDATEBELQW. W APPROVED. /_� N.T.S. SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT V ) L1 DATE PET -JOHN . SUTCH, P.E. r ' 200 3 0 N i t m c Q c C GENERAL FORCE MAIN NOTES 1. THE ENTITY THAT WILL OPERATE AND MAINTAIN THE FORCE MAIN SYSTEM SHOWN ON THESE PLANS IS THE CITY OF SANFORD. THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS OF THE CITY OF SANFORD 2. ALL FORCE MAIN PIPE SHALL BE PVC, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 3. BURIED DUCTILE IRON PIPE SHALL CONFORM WITH ANSI/AWWA C150/A21.50 AND C151/ A21.51, AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. BURIED PIPE SHALL COMPLY WITH THE FOLLOWING PRESSURE CLASS (PC) DESIGNATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS: A) 12" DIAMETER AND SMALLER = PC 350; B) 14" THROUGH 24" DIAMETER = PC 250; C) 30' THROUGH 64" DIAMETER = PC 200 4. EXPOSED PIPE SHALL BE DUCTILE IRON FLANGED AND SHALL CONFORM WITH AWWA/ANSI C115/A21.15, AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. FLANGED PIPE SHALL COMPLY WITH THE FOLLOWING THICKNESS CLASS (TC) DESIGNATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS: A) 3" DIAMETER AND SMALLER = TC 55; B) 4" DIAMETER = TC 54; C) , THROUGH 24" DIAMETER = TC 53. 5. DUCTILE IRON PIPE AND FITTINGS WITHIN 10 FEET OF GAS MAINS SHALL HAVE AN 8-MIL POLYETHYLENE WRAP IN ACCORDANCE WITH ANSI/ASTM D1248. 6. PVC PIPE 4" - 12' SHALL CONFORM TO AWWA C900. PIPE 14" - 36" SHALL CONFORM TO AWWA C905. PIPE SHALL CONFORM TO ASTM D1784, TYPE I, GRADE I, 4000 PSI DESIGN STRESS, AND SHALL BE NATIONAL SANITATION FEDERATION (NSF) APPROVED. PIPE SHALL BE CLASS 100 (DR25) WITH MARKINGS ON EACH SECTION SHOWING CONFORMANCE TO THE ABOVE SPECIFICATIONS. JOINTS SHALL BE RUBBER GASKETED CONFORMING TO AWWA C900 OR C905 THE BELL SHALL BE INTEGRAL WITH THE PIPE AND OF EQUAL OR GREATER PRESSURE RATING. THE BELL OF PIPE AND FITTINGS USING PUSH -ON JOINTS SHALL HAVE AN INTEGRAL GROOVE TO RETAIN THE GASKET IN PLACE. 7. ALL FITTINGS SHALL BE MANUFACTURED OF DUCTILE IRON, CONFORMING TO ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21.53. ALL FULL BODY (C110/A21.10) FITTINGS SHALL BE PRESSURE RATED TO 250 PSI, MINIMUM. ALL COMPACT FITTINGS (C153/A21.53) SHALL BE PRESSURE RATED TO 350 PSI, MINIMUM. 8. INTERIOR LINING FOR PIPES AND FITTINGS SHALL BE EITHER MINIMUM 40 MILS DRY FILM THICKNESS (60 MILS NOMINAL) OF CERAMIC EPDXY LINING, AS MANUFACTURED UNDER THE NAME OF "PROTECTO 401 ", OR MINIMUM 40 MILS DRY FILM THICKNESS (60 MILS NOMINAL) OF FUSION BONDED EPDXY AND POLYETHYLENE LINING, AS MANUFACTURED UNDER THE NAME OF "POLYBOND PLUS", OR EQUAL. EXTERIOR COATING FOR BURIED PIPE AND FITTINGS SHALL HAVE AN ANSI A21.51 OR A21.10 BITUMINOUS COATING. EXTERIOR COATING OF EXPOSED PIPE AND FITTINGS SHALL BE FACTORY APPUED RUST INHIBITING EPDXY PRIMER, MINIMUM 3 MILS DRY FILM THICKNESS. AFTER INSTALLATION, EXTERIOR SURFACES SHALL BE PAINTED WITH TWO COATS TNEMEC SERIES 2 TNEME-GLOSS, GUDDEN LIFE MASTER PRO HIGH PERFORMANCE ACRYUC NO. 6900 SERIES, OR EQUAL, AT MINIMUM 4 MILS DRY FILM THICKNESS PER COAT. PAINT COLOR TO BE IN ACCORDANCE WITH LOCAL UTILITY REQUIREMENTS. 9. MECHANICAL AND PUSH ON JOINTS FOR DUCTILE IRON PIPE AND FITTINGS SHALL BE RUBBER GASKETED, CONFORMING TO ANSI/AWWA C111/A21.11. LUBRICANTS OTHER THAN THAT FURNISHED BY THE PIPE MANUFACTURER WITH THE PIPE SHALL NOT BE USED. 10. ALL FITTINGS SHALL BE RESTRAINED IN ACCORDANCE WITH DIPRA, "THRUST RESTRAINT DESIGNED FOR DUCTILE IRON PIPE". PIPE JOINTS SHALL BE RESTRAINED UPSTREAM AND DOWNSTREAM OF FITTINGS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS OR THE TABLE SHOWN IN THE DRAWINGS, WHICHEVER IS GREATER. DUCTILE IRON RESTRAINED JOINTS SHALL BE AMERICAN FAST GRIP GASKET, FLEX -RING, FIELD FLEX RING, LOK-RING, US PIPE TR-FLEX, EBAA MEGALUG, OR EQUAL. PVC PIPE JOINTS SHALL BE RESTRAINED USING MECHANICAL DEVICES, UNI-FLANGE BLOCK BUSTER SERIES 1350 OR ENGINEER APPROVED EQUAL. 11. INTERIOR LINING FOR VALVES 4 INCH AND LARGER SHALL BE EITHER MINIMUM 40 MILS DRY FILM THICKNESS (60 MILS NOMINAL) OF CERAMIC EPDXY LINING, AS MANUFACTURED UNDER THE NAME OF "PROTECTO 401 ", OR MINIMUM 40 MILS DRY FILM THICKNESS (60 MILS NOMINAL) OF FUSION BONDED EPDXY AND POLYETHYLENE UNING, AS MANUFACTURED UNDER THE NAME OF "POLYBOND PLUS", OR EQUAL EXTERIOR COATING FOR BURIED VALVES SHALL BE RUST INHIBITING EPDXY PRIMER, FOLLOWED BY A COAL TAR EPDXY, TOTAL MINIMUM DRY FILM THICKNESS OF 16 MILS, APPUED AT THE FACTORY. EXTERIOR COATING OF EXPOSED VALVES SHALL BE FACTORY APPLIED RUST INHIBITING EPDXY PRIMER, MINIMUM 3 MILS DRY FILM THICKNESS. AFTER INSTALLATION, EXTERIOR SURFACES SHALL BE PAINTED WITH TWO COATS TNEMEC SERIES 2 TNEME_GLOSS, GUDDEN LIFE'_' MASTER PRO HIGH PERFORMANCE ACRYLIC NO. 6900 SERIES, OR EQUAL, AT 4 MILS MINIMUM DRY FILM THICKNESS PER COAT. PAINT COLOR TO BE IN ACCORDANCE WITH LOCAL UTILITY REQUIREMENTS. 12. ALL FORCE MAIN VALVES SHALL BE STANDARD PLUG VALVES OF THE ECCENTRIC DESIGN WHICH ALLOWS A MINIMUM OF 80% CROSS SECTIONAL AREA OF THE PIPE FOR 4-INCH DIAMETER AND SMALLER AND INCREASING CROSS SECTIONAL AREA UP TO 100% FOR PIPE 20-INCH DIAMETER ,AND LARGER. THE VALVE BODY SHALL BE SEMI -STEEL, WITH A WELDED -IN CORROSION -RESISTANT NICKEL SEAT. PLUG SHALL BE FACED WITH RESIUENT HYCAR HAVING OIL IMPREGNATED STAINLESS STEEL` BUSHINGS. BURIED PLUG VALVES SHALL BE NON -LUBRICATED TYPE, AND NON -BURIED PLUG VALVES SHALL BE LUBRICATED TYPE. VALVES SHALL BE FURNISHED WITH REPLACEABLE CHEVRON PACK!tr CAPABLE OF BEING REPACKED WITH THE UNE UNDER PRESSURE. VALVES 4 INCHES 1N DIAMETEhI AND SMALLER SHALL BE LEVER OR WRENCH NUT OPERATED. VALVES LARGER THAN 4 INCHES SHALL BE . WORM GEAR OPERATED, EXCEPT WHERE AUTOMATIC OPERATION IS SPECIFIED. STANDARD PLUG VAI VES SHALL BE CLOW FULL FLO SERIES, DEZURICK PERMASEAL SERIES, OR KENNEDY 40-A. 13. AIR RELEASE VALVES SHALL BE VALMATIC 48S VALMATIC 301 S, APCO 402S, OR EMPIRE 935-F. 14. ALL BURIED VALVES SHALL BE PROVIDED WITH ADJUSTABLE VALVE BOXES APPROXIMATELY 3 INCHES IN DIAMETER WITH A MINIMUM THICKNESS OF 3/16 INCH CAST IRON. BOXES SHALL BE OF SUFFICIENT LENGTH TO OPERATE ALL VALVES BURIED IN THE GROUND, CONSISTING OF BASE, CENTER SECTION, AND TOP SECTION WITH COVER. VALVE BOXES LOCATED IN UNPAVED AREAS SHAD_ BE SUP TYPE DESIGN TO PERMIT MOVEMENT OF THE TOP SECTION WITHOUT TRANSMITTING FORCES ONTO THE VALVE BODY. VALVE BOXES CAST INTO CONCRETE OR ASPHALT SURFACING SHALL HAVE BRASS COVERS. ALL VALVE BOX COVERS SHALL BE INTERNALLY CHAINED TO VALVE BOXES WITH AN APPROXIMATELY 18 INCH GALVANIZED CHAIN. VALVE BOX COVERS SHALL BE CAST WITH THE INSCRIPTION "SEWER". 15. PVC PIPE SHALL BE COLOR CODED GREEN (FORCE MAINS), WITH 2" LETTERING ("SEWER FORCE MAIN') ON TWO SIDES OF THE PIPE IN AT LEAST THREE AREAS PER PIPE SECTION. 16. INSTALL IDENTIFICATION TAPE ALONG ALL DUCTILE IRON PIPE AND PVC PIPE, MINIMUM THICKNESS 4 MILS, WIDTH 6 INCHES, LETTER SIZE 1 INCH, TEXT TO BE "SEWER FORCE MAIN". TAPE COLOR AND LETTERING SHALL BE BLACK PRINTING ON GREEN BACKGROUND. PLACE TAPE AS FOLLOWS: 2" - 8" PIPE - CENTER ALONG TOP HALF OF PIPE; 10" - 18" PIPE - PLACE ALONG BOTH SIDES OF THE TOP HALF OF PIPE; 20" PIPE AND LARGER - PLACE ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 17. INSTALL WARNING TAPE ALONG ALL PIPELINES. TAPE SHALL BE 6-INCH WIDE VINYL CONTINUOUS TAPE. TAPE SHALL BE COLORED BLUE (WATER MAINS) OR PURPLE (RECLAIMED WATER MAINS) WITH DED "CAUTION: FORCE MAIN BURIED BELOW BLACK LETTERING, CODED AND WOR 18. INSTALL LOCATING WIRE ALONG ALL PVC PIPEUNES. WIRE SHALL BE COLOR -CODED 14 GAUGE CONTINUOUS INSULATED WIRE. COLOR CODING SHALL BE SIMILAR TO WARNING TAPE COLORS.. INSTALL LOCATOR WIRE ALONG ALL PRESSURIZED PIPELINES 2" AND LARGER. LOOP WIRE INTO ALL VALVE BOXES. LOOPING TO OCCUR EVERY 500 FEET MINIMUM. WHERE THERE ARE NO VALVE BOXES TO ALLOW LOOPING, PROVIDE ACCESS BOXES PER UTILITY REQUIREMENTS. CHECK WIRE FOR ELECTRICAL CONTINUITY. 19. ALL CHANGES IN DIRECTION SHALL BE MADE WITH FITTINGS OR APPROVED JOINT DEFLECTION. BENDING OF PIPE, EXCEPT COPPER AND POLYETHYLENE, IS PROHIBITED. JOINT DEFLECTION SHALL NOT EXCEED 75X OF THE MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION. 20. THE OUTSIDE OF WASTEWATER FORCE MAINS SHALL BE SEPARATED HORIZONTALLY A MINIMUM OF SIX FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED WATER MAIN. 21. WHEREVER POSSIBLE, WASTEWATER FORCE MAINS SHALL CROSS UNDER EXISTING OR PROPOSED WATER MAINS. WHETHER THE WASTEWATER FORCE MAIN CROSSES OVER OR UNDER THE WATER MAIN, THE OUTSIDE OF THE FORCE MAIN SHALL BE AT LEAST 12 INCHES FROM THE OUTSIDE OF THE WATER MAIN. AT THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE A MINIMUM OF SIX FEET FROM THE JOINTS OF WASTEWATER FORCE MAINS. 22. TEST PROCEDURES SHALL BE APPROVED BY THE ENGINEER. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY WORK IS TO BE INSPECTED OR TESTED. 23. PROVIDE ALL EQUIPMENT FOR TESTING. INCREMENTS ON GAGES USED FOR LOW PRESSURE AIR TESTING SHALL BE OF SCALED TO THE NEAREST 0.1 PSI. GAGES, PUMPS, AND HOSES SHALL BE IN GOOD WORKING ORDER WITH NO NOTICEABLE LEAKS. 24. APPLY HYDROSTATIC TEST PRESSURE OF 100 PSI FOR 10 MINUTES AND FOR SUCH ADDITIONAL PERIOD NECESSARY FOR THE ENGINEER TO COMPLETE THE INSPECTION OF THE UNE UNDER TEST. DO NOT EXCEED PIPE MANUFACTURER'S SUGGESTED TIME DURATION AT THE TEST PRESSURE. IF DEFECTS ARE NOTED, REPAIRS SHALL BE MADE AND THE TEST REPEATED UNTIL ALL PARTS OF THE UNE WITHSTAND THE TEST PRESSURE. 25. APPLY LEAKAGE TEST PRESSURE OF 100 PSI. MAINTAIN PRESSURE AT A MAXIMUM VARIATION OF 5X DURING THE ENTIRE LEAKAGE TEST. THE DURATION OF THE LEAKAGE TEST SHALL BE TWO HOURS MINIMUM, AND FOR SUCH ADDITIONAL TIME NECESSARY FOR THE ENGINEER TO COMPLETE INSPECTION OF THE SECTION OF LINE UNDER TEST. LEAKAGE MEASUREMENTS SHALL NOT BE STARTED UNTIL A CONSTANT TEST PRESSURE HAS BEEN ESTABLISHED. THE UNE LEAKAGE SHALL BE MEASURED BY MEANS OF A WATER METER INSTALLED ON THE SUPPLY SIDE OF THE PRESSURE PUMP. 26. NO LEAKAGE IS ALLOWED IN EXPOSED PIPING, BURIED PIPING WITH FLANGED, THREADED, OR WELDED JOINTS OR BURIED NON -POTABLE PIPING IN CONFUCT WITH POTABLE WATER ONES. 27. TESTED SECTIONS OF BURIED PIPING WITH SUP -TYPE OR MECHANICAL JOINTS WILL NOT BE ACCEPTED IF IT HAS A LEAKAGE RATE IN EXCESS OF THAT RATE DETERMINED BY THE FORMULA L = SDP/133200 (AWWA C-600 DUCTILE IRON MAINS), OR L = NDP/7400 (AWWA MANUAL NO. M-23 - PVC MAIN); WHERE L = MAXIMUM PERMISSIBLE LEAKAGE RATE, IN GALLONS PER HOUR, THROUGHOUT THE ENTIRE LENGTH OF LINE BEING TESTED; S = LENGTH OF UNE TESTED (IN FEET); D = NOMINAL INTERNAL DIAMETER (IN INCHES) OF THE PIPE, N = NUMBER OF JOINTS ALONG LINE BEING TESTED: AND P =THE SQUARE ROOT OF THE ACTUAL PRESSURE IN PSIG ON ALL JOINTS IN THE TESTED PORTION OF THE UNE. THIS ACTUAL PRESSURE SHALL BE DETERMINED BY FINDING THE DIFFERENCE BETWEEN THE AVERAGE ELEVATION OF ALL TESTED PIPE JOINTS AND THE ELEVATION OF THE PRESSURE GAUGE AND ADDING THE DIFFERENCE IN ELEVATION HEAD TO THE AUTHORIZED TEST PRESSURE. 28. ALL APPARENT LEAKS DISCOVERED WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER SHALL BE LOCATED AND REPAIRED BY CONTRACTOR, REGARDLESS OF THE TOTAL LINE LEAKAGE RATE. 29. AS -BUILT INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: A) LOCATION OF ALL VALVES AND FITTINGS; B) LOCATION OF THE MAINS TIED HORIZONTALLY TO THE BACK OF CURB OR EDGE OF PAVEMENT; C) CERTIFICATION AS TO THE SYSTEM MEETING THE MINIMUM COVER REQUIREMENTS. LSM Grinder/Pac PART 1 -GENERAL 1. 01 Furnish and install two grinder pumps to deliver GPM against a total head of feet Total Dynamic Head (TDH). Pumps shall be capable of naling domestic sewage with minimal maintenance. The motor shall be HP. RPM, VOLT/ PHASE/ 60 HERTZ. The motor shall be an Integral part of the pumping unit. Pump discharge size shall be Inch. Pump, control system, and FRP (fiberglass reinforced polyester) wetwell shall bdSM Grinder Pao. provided and manufactured bi.lft Station Manufa ur na orporo Ion of Oviedo, Florida, 32765 Ph# (407) 977-8600 Contract award shall be on the basis of the base bid LSM/Grinder Pao system Alternative deductive systems shall be considered only after contract award. Alternative deductive system must be specified at bid time. The contractor shall reimburse the engineer for additional expenses to review alternative system. Any savings shall be shared with the owner. Due to the superior corrosion resistance and leak roof design of fiberglass, a concrete wetwell will NOT be permitted. The entire lift station system shall be supplied by the pump supplier and certification of supply will be required. Any Deviation in the Specified Bid Procedure will result in automatic fpj ctlon of altemative systems and will require base bid system ova suoo e . PART 2 - PRODUCTS 2.01 GRINDER PUMP - Pump shall be of the centrifugal type _Model ® with an integrally built grinder unit and submersible type motor. The pump shall be mounted in the FRP basin by a dual slide roll tyd2m in such a waythat solids are fed in an up -flow direction to the grinder impeller with no feet or other obstruction below the grinder inlet. The grinder unit shall be capable of macerating all material in normal domestic and commercial sewage including reasonable amounts of foreign objects such as wood, plastic, glass, rubber, sanitary napkins, disposable diapers and the like to a fine slurry that will pass freely through the pump and the discharge pipe. The pump motor shall be of the submersible type. Single phase motors shall be of the capacitor start, capacitor run type for high starting torque. Stator windings shall be of the open type with Class F insulation for operating in air or clean dielectric oil that lubricates bearings and seals and cools the windings. Motor stator shall be reseed into housln for best a Ignmen an maximum ea tans or. A heat sensor thermostat shall be attached to the top and of the motor winding and shall be connected in series with the magnetic contactor coil in control box to stop motor if motor winding temperature reaches 200 degrees F. Thermostat to automatically reset when motor cools. Two heat sensors are to be used on 3 phase motors. The common motor pump and grinder shaft shall be of AISI 416 SS threaded to take pump impeller and grinder impeller. 2.02 DUPLEX PUMP CONTROL PANEL - Each pump control panel shall control two HP, / , safe pumps. The four float system a all opera a on n nnsically safe control voltage. The enclosure shall be NEMA 3R, minimum 24" high x 20' wide x 8 deep, fabricated from type 304, 14 ga. stainless steel with adlockable draw latches. The enclosure shall have external mounting ee o a ow or wall mounting. All hardware shall be stainless steel. All conduit penetrations shall have approved seal off fittings and shall be properly sealed to prevent gas from entering enclosure. The following components shall be mounted through the enclosure: 1 ea. Red Alarm Beacon 1 ea. Alarm Horn 1 ea. Generator Receptacle with weatherproof cover 1 ea. Silence Pushbutton The backpanel shall be fabricated from .125, 5052-H32 marine alloy aluminum. All components shall be mounted by machined stainless steel screws. Self tapping screws are not acceptable. The following components shall be mounted to the backpanel: 2 ea. Motor Contactors 2 ea. Start Capacitors to match motor requirements,' single phase only 2 ea. Run Capacitors to match motor requirements, single phase only 2 ea. Start Relays to match motor requirements, single phase only 1 ea. Voltage Monitor With fuses. (Single Phase) Phase/Monitor (Three Phase) 1 ea. Control Transformer with primary and secondary fuses, 480 Volt only 1 ea. Silence Relay 1 ea. Intrinsically Safe Float Input Module 1 ea. Duplex Alternator 20 ea. Terminals for field connections 6 ea. Terminals for motor connections, single phase only 3 ea. Ground Lugs 1 ea. Space Heater The innerdoor shall be fabricated from .080, 5052-H32 marine alloy aluminum. The innerdoor shall have a continuous aluminum piano hinge, a handle and catch and shall be Installed by stainless steel screws for ease of removal. The Inner door shall open a minimum of 110 degrees to allow safe access to backpanel. M nW DATA CFW1r FOR Q 7HMi 0 The following components shall be mounted through the Innerdoor. 1 ea. Main Circuit Breaker 1 ea. Emergency Circuit Breaker 1 ea. Mechanical Interlock for main breakers 2 ea. Motor Short Circuit Protectors 1 ea. Control Circuit Breaker 2 ea. Hand -Off -Auto selector switches 1 ea. Sequence selector switch, I -Auto-2 1 ea. Alternator Test Switch 2 ea. Pump Run Pilot Lights 1 ea. Power On Pilot Light 4 ea. Float Indicating Pilot Lights 2 ea. Seal Failure Pilot Lights 2 ea. Elapsed Time Meters 1 ea. GFI Duplex Convenience Outlet COMPONENT SPECIFICATIONS: All circuit breakers shall be molded case thermal magnetic. Circuit breakers shall be sealed by the manufacturer after calibration to prevent tampering. Each breaker shall be adequately sized to meet the equipment operating conditions. The mechanical Interlock shall prevent the normal and emergency main breakers from being energized at the some time. The interlock shall be fabricated from aluminum or stainless steel An emergency generator receptacle shall be supplied In accordance with DEP standards. The generator receptacle shall be adequately sized to meet the equipment operating conditions. All motor short circuit protection devices must provide for undervoltage release and close 10 overload protection on all three phases. Visible trip indication, test and reset capability must be provided without opening Inner door. Open frame, across the line, contactors shall be rated per IEC standards and properly sized per the motor requirements. Contactors shall provide for safe touch power and control terminals. Contactor contacts and coil shall be easily replaceable without removing the contactor from its mounted position. A lightning arrestor to meet or exceed the requirements of ANSI/IEEE Std. ANSI/IEEE Std. C62.21-1984 section 8.6.1 and 8.7.3 shall be supplied by electrician and mounted on the bottom aide of the switch disconnect ahead of the pump control panel. A voltage monitor shall be supplied for single phase service. The voltage monitor shall be designed to sense a low voltage condition. The relay shall de - energize the motors when the line voltage drops 15% below the relay setting. The voltage monitor shall be protected by dual element fuses. A phase monitor shall be supplied for three phase service. The phase monitor shall be designed to sense a low voltage, phase loss, power failure and improper phase sequence condition. The relay shall de -energize the motors upon a conditon fault. The phase monitor shall be protected by dual element fuses. The control system shall be designed to operate the floats at Intrinsically safe voltage levels (5V O 100 microamps). Each input shall cause a contact closure to start and atop pumps as well as energize alarms. The duplex alternator shall be the solid state type. The alternator shall switch each pump to lead upon a single complete cycle and shall provide for lag pump operation upon level rise. The design logic for this system shall Include float failure detection. Upon a float failure, the logic shall automatically compensate for the loss by removing the failed float from the circuit and electrically re -position the floats for a fail safe mode. As an example, If the "STOP PUMPS" float failed, the "START LEAD" float would become the "STOP PUMPS" float, the "START LAG" float would become the "START LEAD" float and the "HIGH LEVEL" float would become the "START LAG/ HIGH LEVEL " float. Further, if the "STOP PUMPS" and the "START LEAD" floats failed, the "START LAG" float woud become the "STOP PUMPS" float and the "HIGH LEVEL" would become the "START LEAD/START LAG/HIGH LEVEL" float. The Control Module shall be programmable to start both pumps simultaneously every 24 hours to increase pump discharge velocity and to provide "WIPE DOWN" of wetwell wall GRINDER PUMP SPECIFICATION A lag pump time delay shall be supplied to prevent both pumps from simultaneously starting after a power outage. The time delay shall be set at 10 seconds minimum. An alternator sequence (1-Auto-2), three position toggle type selector switch shall be supplied to manually overide the alternator. In the I' positon, motor #1 shall always be the lead motor. In the 'Auto' positon, the motors shall sequence to become the lead motor. In the '2' positon, motor #2 shall always be the lead motor. An alternator test switch, toggle type shall be supplied to test the alternator circuit. Hand -Off -Auto, three position toggle type selector switches shall be supplied for each motor. A red run light shall be supplied for each motor. The pilot light shall illuminate each time the motor Is called to run. A yellow seal failure light shall be supplied for each motor. The pilot light shall illuminate upon detection of water In the seal chamber of the pump. Each motor shall hove an elapsed time meter to record the accumulated running time. The ETM shall be a 2" diameter, non-resettable, six digit, totally encapsulated unit. A red pilot light shall be supplied for each float. The appropriate pilot light shall illuminate each time the float switch closes. A green pilot light shall be supplied for control power. The pilot light shall illuminate when control power Is available in the panel. Relays shall be ice -cubs plug-in type. Relay contacts shall be rated 10 amp minimum, DPDT. Twenty (20) terminals shall be supplied for field connections. The teminals shall be rated 25 amps minimum and shall be mounted on a 30 degree angle for ease of field wiring. Float connection terminals shall be arranged such that each float is connected in consecutive order and does not require any crossing of wires. Each motor over -temperature contact shall be connected to the terminal strip and shall open a contact to de -energize the appropriate motor upon a high temperature within the motor. A 15A GFI duplex convenience outlet shall be supplied and mounted on the Innerdoor to provide service technicians with an outlet for trouble lights, etc. Ground lugs shall be supplied and appropriately sized for each motor and for service entrance. A space heater shall be provided to maintain the temperature within the enclosure a minimum of 2-3 degrees F. above ambient to prevent condensation build up. The heater shall be mounted with stainless steel screws and protected by a shield. Self adhesive means of fastening by glue, tape, act. are not acceptable. Nameplates for the innerdoor shall be of a graphic design, specifically depicting the intent for each device. One nameplate shall be supplied for all control devices. One nomplate shall be supplied for all power devices. All text and graphics on each nameplate shall be scratch resistant. The nameplates shall be fabricated from laser -screened laminated mylar. Nameplates for the backpanel shall be of a graphic design, specifically depicting the Intent for each component. One nameplate shall be supplied for each component. All text and graphics on each nameplate shall be scratch resistant. The nameplates shall be fabricated from laser -screened laminated mylar MISCELLANEOUS: All wiring on the backpanel shall be contained within wiring duct. All wiring between the innerdoor and the backpanel shall be contained within a plastic spiral wrap.' Each wire shall have a wire number at each end to correspond to the asbuilt drawing for field troubleshooting. The control panel shall be assembled by an Underwriters Laboratories UL508 listed manufacturing facility. 2.03 FASTENER and APPURTENANCES- All fasteners, lifting cables, float cable bracket and appurtenances shall be made of AISI 304SS or other material inert to the highly corrosive atmosphere of a sewage lift station. Hinges for the wet well and valve box shall be AISI 304SS minimum. An aluminum slide/late`; assembly shall be provided for holding the doors open on both' the wet well and the valve box. Slide rails shall be SCH 40 AISI '304SS pipe. Pump lifting devices shall be mode of AISI 304SS (min.) cable (1/4"min) or 304SS chain of sufficient size, with safety factor to handle safely the speciii pumps. AISI 304SS (min.) pump lifting bails shall be provided. 2.04 FRP PRODUCTS - -.The pump wetwell shall be manufactured of fiber glass reinforced polyester (FP) of diameter and depth as shown on the lift station %;! .,,n detail. The basin/wetwell wall thickness shall be adequate foi Ane,depth of the tank to maintain structural integrity in the following condition: 1. Soil modulus of 700 psi, 2. Soil density of 120 Ibs/ft 3. Luschers safety `.:::tor of 2.0. Material for the Frig mall be as follows:' Resin: The rea'ins shall be a commercial grade unsaturated "isothollc" polyaie. sin. Orthotholic resins are not acceptable. Reinforcing Mater;cls: The reinforcing material shall be commercial grade "E" type glass in tho form of mat, chopped or roving fabric, having a coupling agent that will provide a suitable bond between the glass reinforcement and the resin. Fillers and Additiver,: Fillers of any type shall not be utilized. Additives, such as thixotropic agents, catalysts, promoters, etc., may be added as required by the specific manufacturing process to be used to meet the requirements of this specification. PART 3 - EXECUTION. 3.01 INSTALLATION - shall be in strict accordance with the manufacturer's instructions and recommendations in the locations shown on the drawing. 3.02 INSPECTION AND TESTING A factory representative shall be provided for one (1) day and shall have complete knowledge of proper operation and maintenance to inspect the final installation and supervise the test run of the equipment. Megger the motor. The pump motors shall be megged out prior to startup to ensure the insulation of the pump motor/cable system is intact. The pump controls and pumps shall be checked for mechanical reliability and proper operation. 2" SIZE (2-3) FIELD INSTALLED KNOCKOUTS FOR ELECTRICAL CONDUITS EL.(9) 5.70' 8" INLET-J FIELD INSTALLED 10.80, S.S. HINGES "B" VENT 2" PVC VENT W/SCREEN „ FIBERGLASS ACCESS HATCH A ec COVER (LOCKABLE) ,,- FIBERGLASS WET WELL 0 2" PVC DRAIN UNE H 0 PVC DISCHARGE FIBERGLASS VALVE BOX (LOCKABLE) EMERGENCY PUMP OUT W/ QUICK CONNECT CPLG. "C" ® NOTE: PUMP CONTROL SHALL BE LOCATED 3 FEET FROM WET WELL PERIMETER OPTIONALLY AT "A", "B", OR "C" LIFT STATION PLAN -CABLE HOLDING 3. BRACKET (S.S.) - SS LIFTING CABLE 72"• SS PUMP LIFTING BAIL VC INCREASER 2" SCH 80 PVC 3' FIBERGLASS VALVE BOX (72" X 48" X 50"D) FEMERGENCY PUMP OUT W/ QUICK CONNECT CPLG. 11 L -I"-*. CAST IRON `•'� PLUG VALVE AA EL 46.83 2" PVC DRAIN CAST IRON ('P-TRAP') CHECK VALVE 11 11 VFILL BOX AS NEEDED WITH CONCRETE TO PROVIDE 2' MIN, PROPER DRAINAGE do BALLAST 11 11 I - 2" SCH 80 F'VC - SLIDE RAiLS (SCi 140 AISI 304SS PIPE) I& A FIN GRADE PVC INCREASER /- 2" PVC Z_ / SCH 80 2 DISCHARGE UNE I'm ® RIGHT OF WAY CONTRACTOR PUMP DISCHARGE WITH SEALING FLANGE TOP EL. INSTALL GROUT 1.5 : 1 SLOPE I 11 I O a' 11 2.00 . . s . e T4 . . EL i•. • . .1111 . A o 'o 'o . .0 o 'o 1.DD' . p b..p ps.p e.v°v , L - . \ L1 BASIIN ANTI -FLOTATION FLANGE 8.40' CONCRETE BASE SLAB AS PER SPECIFICATIONS W/ # 4 REBAR 18" O.C. LIFT STATION SECTION PUMP DATA CHART PRIMARY PUMP CAPACITY 40 GPM Q PRIMARY TDH 80.00 FT © SECONDARY PUMP CAPACITY 40 GPM ® SECONDARY TDH 80.00 FT © PEAK INFLUENT FLOW RATE 5.67 GPM ® PUMP CYCLE TIME 310 MIN. © PUMP SYSTEM MANUFACTURER L S M . ELEVATION CHART ® PUMP (BARNES) MODEL NO. SGV3022L ® I R.P.M. 3,450 RPM a� TOP OF WETWELL 51.00 ® HORSE POWER 3 HP (g) TOP OF VALVE BOX 51.00 © ELECTRICAL -VOLTS/PHASE 230 1 ® INLET INVERT 45.30 ® FULL LOAD F.L.A. PER PUMP AMP. F.L A. TOTAL 23 © HIGH LEVEL ALARM 44.70 46 0 2!ld- PUMP ON 44.20 Q PUMP DISCHARGE SIZE 2" e� 1st PUMP ON 43.70 ® © I PUMPS OFF 41.70 (a) IMPELLER DIA. 1 4.50 In. ® 1BOTTOM OF WET WELL 40.20 NOTES: 1. ALL DIMENSIONS ARE IN FEET EXCEPT AS NOTED. 2. DRAWING IS NOT TO SCALE. 3. ALL DIMENSIONS AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. 4. PAINT EXPOSED FRP AS REQUIRED BY OWNER/ENGINEER. 5. F.R.P. INDICATES FIBERGLASS REINFORCED POLYESTER. 6. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. 07. ELECTRICIAN TO RUN 11!)LQ_(2 HP PUMPS) / THREE (3 HP do LARGER PUMPS) SEPARATE 2" CONDUITS (ONE EACH FOR HIGH do LOW VOLTAGES) PER ELECTRICAL CODE BETWEEN CONTROL PANEL AND WETWELL. ! 8. ALUMINUM WIRE SHALL NOT BE USED BETWEEN MAIN METER AND CONTROL PANEL. 09. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS INSIDE WETWELL AND INSIDE OF CONTROL PANEL. 010. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT (AHEAD OF THE PUMP CONTROL PANEL). 11. BOTH WETWELL AND VALVE BOX SHALL BE PROVIDED WITH A MEANS FOR LOCKING. 12. CONTRACTOR SHALL FIELD INSTALL INLET FITTING AT PROPER ELEVATION. 13. ALL HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL. 14. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT. 015. NEUTRAL REQUIRED ON ALL ELECTRICAL SERVICE TO CONTROL PANEL O EL.ECTRaM NOTE LSM/GP - 10/97 SWITCH DISCONNECT ELECTRIC METER CONTROL PANEL (CONTRACTOR L❑GATE) GENERATOR RECEPTOR LIGHTNING ARRESTOR MODEL N0. A3042 (O.A.E.) O FIELD MOUNTED BY ELECTRICIAN UNISTRUT (OR EQ.) SEAL OFFS - (2") (2)- 2" CONDUITS REQ'D FOR 2 HP PUMPS (3)- 2" C❑NDUITS REQ'D FOR 3 HP AND LARGER PUMPS in= -- WATER LEVEL CONTROL -- TO PUMP NO. 1 TO PUMP NO. 2 ---'- 2" GAL. PIPE OR EQUIV. POSTS �. . . . •L. .. ' . ; . � '�: .,. tCONC. \ SLAB 48" Lx12" Wx10" D OR CONIC. AROUND POSTS `GROUND ROD 12 ,8' x 24 DEEP TO SERVICE LOCATION (VERIFY W/POWER CO,) ® SEE "UFT 'STATION PLAN" ABOVE FOR LOCATION ELECTRICAL RISER INVERT EL INLET H.L.A. EL. - 2ND PUMP ON EL 1ST PUMP ON EL. 0 PUMPS OFF EL. BOTTOM EL. ® SEE ELEVATION CHART FOR (a) THRU LEVEL CONTROL DIAGRAM PROPERTY APPRAISER ID NUMBER 11-20-30-517-0000-0030 SEMINOLE COUNTY APPROVED FOR CONSTRUCTION THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. APPROVED. SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT N +4 � ;y M w * o 0 r z z .% h R y'Zru c It N M Q � !4 o4i � �u y � � 90 ti W � NLnU r�00 M N PL M x r4 a-� Q e c`'n .x ft -6p. �� �t x E w 3 L(j0 in oZ O (/q p ~ F- Q fn N i-- Z :D Z U) 0 F- LL Z) Q J O O O bi M (D U 0 (q ❑ ­3LL (n O -i L a. CL Q W_ i W Z W 0 W > Z a) 5 W Z LU = a W W IL OID cM O 4- co ❑ Cl a ® a 41 Z � ❑ O O O :fl O y N M 0 W M (/j ❑ Y 2 W 0 ­3 c ft 0 0 - M U i Q O N ❑ � L_ ❑ U .c U O Q Q Q i6 0 (a A O Z LL O \ � w P: CL ja W LL M U) = V Q LL J r z ZI 11 / 6) I . L . r4 . PET R4 HN LTCH, P.E. f � O 3 2003 s LANDSCAPE NOTES: l 1. The landscape Contractor shall be responsible for all materials and all work as called for on " the Landscape Plans and in the Landscape Specifications. In the event of variation between quantities shown on plant list and the plans, the plans shall control. The Landscape Contractor shall verify all quantities and report any discrepancies at the time of bidding. 2. The Landscape Contractor shall review architectural/engineering plans and become thoroughly " familiar with surface and subsurface utilities. 3. Every possible safeguard shall be taken to protect building surfaces, equipment and furnishings. The Landscape Contractor shall be responsible for any damage or injury to person or property which may occur as a result of negligence in the execution of the work. 4. The work shall be coordinated with other trades to prevent conflicts. Coordinate the planting with the irrigation work to assure availability and proper location of Irrigation items and plants. 5. All planting shall be performed by personnel familiar with planting procedure and under the supervision of a qualified planting foreman. 6. All plant material shall be graded Florida No. 1 or better as outlined under Grades and Standards for Nursery Plants, Part I and 11, published by the Florida Department of Agriculture and Consumer Services. 7. The Landscape Architect or Owner shall have the right, at any stage of the operations, to reject any and all work and materials which, in his opinion, do not meet with the requirements of these specifications. -; " S. Except as otherwise specified, the Landscape Contractor's work shall conform to accepted horticultural practices as used in the trade. q. The minimum acceptable size of all plants, measured after pruning, with branches in normal positions, shall conform to the measurements specified on the plant list or as indicated on the landscape drawing. Height and spread dimensions refer to main body of the plant and not extreme branch tip to tip. The caliper of tree trunks is to be taken one foot above the ground level. 10. Plants shall be protected upon arrival at the site, by being thoroughly watered and properly maintained until planted. 11. All tree pits shall be excavated to size and depth in accordance with the USDA Standard for Nursery Stock 260.1, unless shown otherwise on the drawings, aid backfilled with the specified planting soil. The Landscape Contractor shall test fill all tree pits with water I f before planting to assure proper drainage percolation is available, rrr " I ' 12. The Landscape Contractor shall be responsible for proper watering of all plants. All plants shall be thoroughly watered at time of planting and kept adequately watered until time of s„ acceptance. It shall be the Landscape Contractor's responsibility to assure that plants are not over watered, 13. It shall be the Landscape Contractor's responsibility to prevent plants from falling or being f blown over, to restraighten and replant all plants which lean or fall and to replace all plants which are damaged due to lack of proper guying or staking. The Landscape Contractor shall :r 500/55 be. legally liable for any damage caused by instability of any plant material. % f 14. All trees and ail palms shall be guyed or staked or braced. The Landscape Contractor shall determine which small or multi -trunk trees need to be guyed and staked to maintain plumb. t �/ Staking of trees and shrubs, if required, shall be done as per staking and guying detail (' prepared by the Landscape Architect.It shalt be the responsibility of the landscape I Contractor to remove guys aid stakes from the trees aid job site after a period of CIO, days. f 15. Plants blown over by high winds, within the guaranteed period, shall not be cause for .I u shall be the responsibility o the Landscape Contractor. additional expense to the Owner, but 1 pon y f pe >' I� Damaged plants shall be replaced by the Landscape Contractor at no additional cost to the Owner. I 16. Sod shalt be certified to be free of the imported fire ant. Sod shall have a clean growth a of acceptable grass, reasonably free of weeds with not less than 1 1/2" of soil firmly adhering to roots. It shall be the responsibility of the Landscape Contractor to measure and determine the exact amount required. This amount shall be verified with the Owner or: Landscape Architect before installation. II 17. The Landscape Contractor shall insure adequate vertical drainage in all plant beds, planterT•-�, 3 � and sod areas. Vertical drilling through any compacted fill to native soil shall be H' accomplished to insure drainage. If well drained fill is necessary to assure positive drainage, I I I this issue shall be brought up by the Landscape Contractor at time of bidding. Ig The Landscape Contractor shall insure that his work does not interrupt established or : it projected drainage patterns. z3 iq. The Landscape Contractor shall prune, shape and remove dead foliage/limbs from cxisthn J plant material to remain. Confirm with the Landscape Architect or Owner the extent of :` I work required at time of bidding. ; 20. Mulch - All plant beds shall be top dressed with 3" shredded hardwood mulch (or approved equal). i iI 21. Transplanted Material - The Landscape Contractor shall be responsible for determining "and ti evaluating which plant materials are suitable for transplanting and shall verify this with th-, Landscape Architect or Owner. The Landscape Contractor shall take all reasonable, horticulturally acceptable measures to assure the successful transplanting of determined plant materials. The Landscape Contractor shall be responsible for replacing any relocated plant materials which die if such measures are not taken, as determined by the Landscape 1� Architect or Owner. Replacement plants shall be of identical species and size if required. fl 22. MAINTENANCE PRIOR TO FINAL INSPECTION AND ACCEPTANCE: Maintenance shall commence after each plant is planted and the maintenance period shall € 5oD/55 continue until the job or specific phase of the job Is accepted by the Landscape Architect or Owner. Extreme care shall be taken to instruct the Owner or his representatives in I; �� general maintenance procedures. Plant maintenance shall include watering, pruning, weeding, cultivating, mulching, 3 tightening, and repairing of guys, replacement of sick or dead plants, resetting plants to s proper grades or upright positions and restoration of the planting saucer and all other s I f care needed for proper growth of the plants. During the maintenance period and up to the date of final acceptance, the Landscape ; Contractor shall do all seasonal spraying and/or dusting of trees and shrubs. Upon (7\ il completion of all planting, an inspection for acceptance of work will be held. The ` Landscape Contractor shall notify the Landscape Architect or Owner for scheduling of the inspection 10 days prior to the anticipated date. At the time of the inspection, if all of the materials are acceptable, a written notice will ,.t be given by the Landscape Architect or Owner to the Landscape Contractor Stating the date when the Maintenance Period ends. GUARANTEE AND REPLACEMENT: r O PLANT LIST SYM. QTY. BOTANICAL NAME t ! TREES f ('s f> F QV1 8 QUERCUS VIRGINIANA t QV 11 QUERCUS VIRGINIANA I. QL (o QUERCUS LAURIFOLIA SOD `A':.. LI (c LAGER5TROEMIA INDICA TD 24 TAXODIUM DISTIC14UM „ SOD ALL AREAS I DISTURBED BY IC q ILEX CASSINE 00 -'• CONSTRUCTION LJ 7 LIGUSTRUM JAPONICUM GP-,j HRU55 AND GROUNDCOVER ; SOD • ! f` I • 3 } :.......... i -• Z -'1 t Q : 6 i J U. o / sn m oil U. U:. U 0 e Q VACUUM AREA - --F-F: EE__ 51.00 NOPY TREES MOVED TO BACK OF POND TO AVOID POTENTIAL CONFLICT WITH OVER POWERLINES. UNDERSTORY TREES MOVED TO FRONT TO ACCOMODATE BUFFER REQUIREMENTS _.----- All plant materials shall be guaranteed for one (1) year from the time of final inspection and interim acceptance shall be alive and in satisfactory growth for each ---'- -"-"-" """' ...... specific kind of plant at the and of the guaranteed period. ........... .................. ............ ..._..._.__.__.:...... .. ............... At the and of the guarantee period, any plant required under this contract that is dead or not in satisfactory growth, as determined by the Owner or the Landscape Architect, shall be removed and replaced. Replacement plants shall have an extended guarantee, as noted above, from time of replacement. All replacements shall be planted of the some kind and size as specified on the plant list. They shall be the responsibility of the Landscape Contractor. 111.11�l.IT1.�.1AAA1.':�O 1;TW 115I fib �A01*1�.�C11�:.�17 1T1.1'�E1�1If � . N.T.S. IF SHRUB IS B # B, THEN REMOVE BURLAP « ROPE FROM TrK>aA OFW6 SOIL BERM MINIMUM 12' DEPTH OF PLANTING SOIL IN GROUNDCOVER PLANTINGS BEDS 3 INCHES MULCH ( SEE LANDSCAPE NOTES FOR TYPE OF MULCH ) t.VOW PLANTING SOIL MIXED PER SPECIFICATIONS UNDISTURBED SUBSOIL PROVIDE MINIMUM PIT CLEARANCE AROUND ROOT BALL OF 6' SIDES AND BOTTOM. SWRUB AND GROUNDCOVER PLANTING DETAIL NTS COMMON NAME LIVE OAK LIVE OAK LAUREL OAK CRAPE MYRTLE BALD CYPRESS DAHOON HOLLY TREE LIGUSTRUM DESCRIPTION 6" CAL., 18'-20" HT. 10' SPREAD 4" GAL., 12' HT., 6' SPREAD 4" CAL., 12' HT., 6' SPREAD SINGLE TRUNK 3" CAL., 10-12' HT 4" CAL., 11-12' HT., 5-6' SPREAD 4" CAL., 11-12' HT., 5-6' SPREAD 3-5 STEMS 2" AVG. CAL., 8-10' HT •�; eo ° o U � ttpp Z 0) C v X^ to •~ w �• t W 'W 1.-4V) ;I o U eo r 9 x Goo 1Z p. 0 U U c U IF 212 ILLICIUM FLORIDANUM FLORIDA ANISE 3 GAL., 3011 HT. MIN., 30" O.C. 0 VO 16C1 VIBURNUM ODORATISSIMUM SWEET VIBURNUM 3 GAL., 24" HT MIN., 30" O.C. SOD BY PASPALUM NOTATUM 'ARGENTINE' ARGENTIN BAHIA SOD SOLID SOD, CONTRACTOR TO VERIFY QTY. o M C) r- CONTR.' N a SOD/55 BY STENOTAPHRUM SECUNDATUM ST. AUGUSTINE GRASS SOLID SOD, CONTRACTOR TO VERIFY QTY. Z z CONTR. NOTE: m IF SPECIFIED PLANTS ARE UNAVAILABLE AT TIME OF CONSTRUCTION, CONTRACTOR MAY REPLACE SPECIFIED PLANTS ° M o WITH PLANTS APPROVED BY LANDSCAPE ARCHITECT AND CITY STAFF. M o o LL O 1 VEPICULAR USE DIAGRAM N.T.S. a a o CL Q VEHICULAR USE AREA: 35540 SF (. REQUIRED LANDSCAPE: 3554 SF (10%) „y PROVIDED LANDSCAPE: 6640 SF (18.5%) `I r Z l- a s . w 0 Z W Z LU NOTE 'A' w U. Q a � THE PROPOSED SIGHT TRIANGLE MUST BE KEPT CLEAR OF ANY AND ALL OBSTRUCTIONS. �:-• "� NO TREES WITH A TRUNK DIAMETER GREATER THAN 4' AT MATURITY OR SHRUBS HIGHER fl I.. ss :.'I 0 U (� THAN 2.5 FEET SHALL BE PERMITTED WITHIN THE SHOWN CLEAR SIGHT TRIANGLE. ANY TREES PERMITTED TO REMAIN WITHIN THE SHOWN CLEAR SIGHT TRIANGLE MUST BE TRIMMED TO A HEIGHT OF 8' IN ACCORDANCE WITH FDOT REGULATIONS. COMPLIANCE WITH THIS REGULATION DOES NOT RELIEVE THE OWNER OF HIS OR HER RESPONSIBILITY TO COMPLY WITH THE CURRENT LANDSCAPE REGULATIONS. TREE PROTECTION NOTES L DURING LAND ALTERATION AND CONSTRUCTION ACTIVM,r1 SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOL DEPOSITS, DEBRIS, SoLVENTS, CONSTRUCTION MATERIAL, MACFMERY OR OTHER F.QNWW OF ANY KIND WiTFN THE MBrIJM SETBACK OF A TREE TO REMAIN ON SITE UNLESS OTHERWISE APPROVED BY THE CITY. 2. ALL TRii"NG UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAW DEVELOPMENT CODE SHALL BE IN ACCORDANCE W" THE NATIONAL ARBORIST ASSOCIATION (NAA) PRUNJG STANDARDS. S. ALL TREE ROOTS EXISTING WITHIN APPROVED IMPROVEMENT AREAS AND ORIGINATING FROM A PROTECTED TREE, SHALL BE SEVERED CLEAN AT THE LIMITS OF THE PRESERVED AREA INDICATED ON THE PLAN. 4. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO MINIMIZE ROOT DISTURBANCE TO EXISTING TREES AND OTHER VEGETATION TO BE RETAINED. 4X4 POST SPACED k MAXIMUM OF 6' ►PART i •u��i — — — • • • BASE OF TREE SHALL BE PLANTED 4' ABOVE ADJACENT FINISI4 GRADE. REMOVE ALL TWINE 4 STRAPS 4CUT BURLAP FROM TOP ONE-THIRD OF ROOTBALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED 3' MULCH COVER (TYP) 4' SOIL SAUCER DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER OF ROOT BALL -ROUGHEN SIDES OF TREE PIT PULVERIZED SOIL BACKFILL UNDISTURBED SUBGRADE MULTI TRUNK TREE PLANTING DETAIL NTS NTS 0 PLAN 8' 2-PLY RUBBER HOSE DOUBLE STRAND 12 GAUGE WIRE COVERED W/2-PLY RUBBER HOSE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) 3 INCHES MULCH 4 INCH DEEP SAUCER 8' STEEL TEE POST BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP 4 ROPE FROM TOP 1/3 OF THE BALL NOTE, SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. TREE PLANTING ON SLOPE N.T.S. s / . d�/ a ...: i TREES TO BE SAVED: °Di = 8" OAK ©= 10" OAK 002 = 12" OAK 0 = 10" OAK °03 = 12" OAK °® = 8" OAK 0 = 11" CHINABERRY a �R PLAN`{ 8' 2-PLY RUBBER HOSE DOUBLE STRAND 12 GAUGE WIRE COVERED W/2-PLY RUBBER HOSE PAINTED FLUORESCENT ORANGE u WHITE FLAGGING (TYP.) 3 INCI4ES MULCH 4 INCH DEEP SAUCER 6' STEEL TEE POST BACKFILL MIX a , 8' STEEL TEE POST UNDISTURBED SUBSOIL REMOVE BURLAP 4 ROPE FROM TOP 1/3 OF THE BALL NOTE, SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. _ TREE PLANTING N.T.S. PROPERTY APPRAISER ID NUMBER 11-20-30-517-0000-0030 SEMINOLE COUNTY APPROVED FOR CONSTRUCTION THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. s, APPROVED. SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT DATE � C Z ° Z '� U Q (D J U O IL O Z W U U tY � W W a 0.. M O N ('7 O N 1D Z ° ❑ M o (D ('M 0 to M 0 co cM 0 (D y M Z E Z U N Y o .63 -0 W - >' Q Q) 0 U ' W c>3 U 0 U Q � U Q ZCL Q N M 0 W a m�LL Q Ic ^�^ Q... a G Z Ri _ LL Q Z - U) -IVIt LV.'URCHUK, RLA m U c 0 o v N X O O CD 0 v c t6 X m U tY t rn 'c Y E n. O v co M 0 O N v N Z c W N c Il. 3 O ,It N GENERAL NOTES 1) PLANS ARE DIAGRAMMATIC. ALL DIMENSIONS, QUANTITIES AND MATERIALS SHALL BE VERIFIED NEEDED TO PIROVIDE ADEQUATE COVERAGE CONTRACTORGATION CONTRACTOR. HEADS T NO ADDITIONAL COST TO THE AS OWNER. 2) SYSTEM DESIGNED AT 70 P51 STATIC WATER PRESSURE WITH A MAXIMUM FLOW OF 40 GPM. THE IRRIGATION CONTRACTOR SHALL VERIFY THIS PRESSURE ON -SITE PRIOR TO INSTALLATION OF ANY SPRINKLER IRRIGATION WORK. IF THERE IS A DISCREPANCY, THE IRRIGATION CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY IN WRITING SO ADJUSTMENTS CAN BE MADE. 3) CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES SO PROGRESS OF WORK IS NOT INTERRUPTED AND CAN BE COMPLETED IN A TIMELY MANNER. REFER TO LANDSCAPE AND UTILITIES PLANS WHEN TRENCHING TO AVOID TREES, SHRUBS AND UNDERGROUND UTILITIES. 4) ALL MATERIAL AND LABOR REQUIRED TO PROVIDE A COMPLETE, OPERATIONAL AND FULLY GUARANTEED SYSTEM SHALL BE CONSIDERED PART OF THE WORK, WHETHER OR NOT THEY ARE SPECIFICALLY INDICATED IN THE DOCUMENTS. 5) ALL HEADS SHALL BE OF THE PROPER TYPE FOR THE AREAS WHERE LOCATED, AND AND SHALL BE INSTALLED PLUMB AND WITH THE PROPER HEIGHT. ALL HEADS AND OTHER EQUIPMENT SHALL BE INSTALLED WITH ADEQUATE AND UNIFORM CLEARANCE FROM ALL HARD-SCAPING, TO MINIMIZE WATER OVER SPRAY ON IMPERVIOUS AREAS. 6) THE WATER SUPPLY FOR T1415 SYSTEM SHALL BE REUSE SEE LEGEND FOR METER SIZE WITH APPROX. P.O.C.15 AS SHOWN. THE IRRIGATION CONTRACTOR SHALL FOLLOW ALL LOCAL CODES PERTAINING TO REUSE WATER. 7) ALL CONTROL WIRING SHALL BE INSTALLED UNDER MAINLINE, IF NOT POSSIBLE THEN ELEC. CONDUIT SHALL BE USED FOR WIRE PROTECTION USING PULL BOXES 150' O.C. WIRES SHALL BE TAPED EVERY 20 L.F. WITH ADEQUATE SLACK AND SURGE. EXPANSION LOOPS AND SHALL BE SPLICED ONLY IN VALVE BOXES, USING SNAP TITE CONNECTORS. THE CONTROL WIRE SHALL BE MINIMUM OF#14 PVC JACKETED, SINGLE CONDUCTOR CABLE, USING RED FOR "HOT" AND WHITE FOR VALVE COMMON. (SEE PLAN FOR SPARE HIRES.) 8) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. q) RE -USE WARNING SIGNAGE OF APPROVED TYPE SHALL BE INSTALLED IN REQUIRED LOCATIONS. REFER TO DETAILS FOR EXAMPLE OF THE SIGNAGE. CONFIRM APPROVAL OF THE SIGNAGE BY THE LOCAL BUILDING DEPARTMENT. 10) THE INSTALLER 544ALL BE EXPECTED TO BE FAMILIAR WITH AND FOLLOW THE INSTRUCTIONS CONTAINED HEREIN, ON THE DRAWINGS, IN THE CONSTRUCTION DETAILS, AND IN THE WRITTEN SPECIFICATIONS, SHOULD A CONFLICT BE DISCOVERED WITHIN THE DOCUMENTS, HE SHALL IMMEDIATELY NOTIFY THE PROJECT MANAGER AND REQUEST CLARIFICATION. 11) IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION OF ANY UNDERGROUND UTILITIES. DAMAGE CAUSED BY THE CONTRACTOR'S INSTALLATION, SHALL BE REPAIRED TO THE SATISFACTION OF THE GOVERNING AGENCY AND/OR OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS OF SUCH REPAIRS. 12) ALL LOCAL CODES AND ORDINANCES SHALL BE COMPLIED WITH. IF THERE 15 A CONFLICT, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY IN WRITING. 13) SLEEVES - A. ALL PIPING AND 24 VOLT WIRING PASSING UNDER PAVING SHALL BE SLEEVED. B. IRRIGATION CONTRACTOR RESPONSIBLE FOR COORDINATION WITH PAVING CONTRACTOR FOR INSTALLATION OF SLEEVES. C. SLEEVE WIRE AND WATER LINES SEPARATELY. 14)INSTALL SLEEVES AS NECESSARY OR AS REQUIRED PER PLANS. THE SLEEVES SHALL BE INSTALLED JUST PRIOR TO PLACEMENT OF BASE MATERIALS AND PAVING. BACKFILL FOR SLEEVES SHALL BE SAND COMPACTED TO THE SPECIFIED DENSITY FOR THE WORK FOR WHICH THE SLEEVES ARE TO BE PLACED UNDER. 15) THE IRRIGATION CONTRACTOR SHALL LAYOUT ALL WORK PRIOR TO TRENCHING OPERATIONS TO DETERMINE IF MINOR MODIFICATIONS WILL BE REQUIRED. 16) IRRIGATION CONTRACTOR SHALL INSTALL CONTROLLERS, CONTROL WIRE, MAINLINE, AND POINT OF CONNECTIONS AS THE FIRST PART OF WORK. 17) THE IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL THE AUTOMATIC CONTROLLER AND ALL OF-14 CONTROL WIRE. GENERAL CONTRACTOR SHALL PROVIDE SERVICE AND SERVICE HOOKUPS FROM THE POWER SOURCE TO THE AUTOMATIC CONTROLLERS. 15) MAINLINE SHALL BE PVC GLASS 315. SOLVENT WELD PVG WITH SCHEDULE 80 FITTINGS. ALL OTHER FITTINGS FOR SIZES 2" AND LESS SHALL BE SCHEDULE 40 MINIMUM. COVER FOR MAINLINE SHALL BE 16". 1q) LATERAL LINES SHALL BE PVC SCHEDULE 40 PIPE WITH SCHEDULE 80 NIPPLES AND SCHEDULE 40 SOLVENT WELD FITTINGS. MINIMUM COVER 12". 20) ALL PIPING, RCV'S AND QGV'S SHALL BE INSTALLED IN PLANTING AREA (PIPING MAY PASS UNDER PAVING AS REQUIRED). RCV'S AND QCV15 SHALL BE INSTALLED ADJACENT TO WALKS OR PAVING. 21) AUTOMATIC CONTROLLER SHALL BE PROGRAMMED TO OPERATE A MAXIMUM OF ONE VALVE AT A TIME, TO KEEP PLANT MATERIAL IN A HEALTHY. GROWING CONDITION AND TO MINIMIZE RUNOFF OR EXCESSIVE WATERING. 22) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAYBE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL MAINLINE AND VALVES SHOWN BY EXACT MEASUREMENTS FROM HARD SURFACES. PLEA5E SHOW WIRE DIRECTION. 23) SEE IRRIGATION DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 24) NO OVER SPRAY SHALL BE ALLOWED ON SIDEWALKS, ROADS, OR PARKING. 25) VALVE BOXES TO BE INSTALLED A5 PER DETAIL. NOTE: RECLAIMED WATER TO BE USED FOR IRRIGATION WHEN IT BECOMES AVAILABLE. VALVE BOX 4 COVER CONTROL WIRES WITH 12" MIN. SERVICE COIL AND WATERPROOF WIRE SPLICE CONNECTORS PVC LATERAL LINE SEE SPECS. FOR DEPTH REMOTE CONTROL VALVE FINISHED GRADE PVC MALE ADAPTER (TYP.) PVC MAIN LINE LENGTH AS REQUIRED 6" GRAVEL PVc ELBOW (TYP.) CONTINUOUS BRICK SUPPORTS PVC TEE OR ELBOW (TYP.) PVC MAIN LINE (TYP.) SEE SPECS. FOR DEPTH NOTES; SEE PLANS LEGEND AND SPECIFICATtiONS FOR ADDITIONAL INSTALLATION NOTES. (ELECTRIC) REMOTE CONTROL VALVES SCALE: NOT TO SCALE e ;a. Vr1C U u m 4 . AREA' (_F.F. EL. IA 51.00 - --- MPR PLUS NOZZLES (SIZE PER PLAN) SHRUB ADAPTER APPROVED BACKFILL NIPPLE �--- LATERAL TEE r-- LATERAL PIPE FIXED -SPRAY SPRINKLER SCALE; NOT TO SCALE • 0 LEGEND SYMBOL MFG DESCRIPTION NOZZLE PSI GPM RAD REMARKS • RAIN51RD 1800 SERIES POP-UP SEE NOZZLE CHART 6" FOR TURF, 12" FOR SHRUB 4 GROUND COVER ■ RAIN51RD 1800 SERIES 12" POP-UP SEE NOZZLE CHART RAIN51RD 1400 SERIES BUBBLER SEE NOZZLE CHART ® HUNTER PGM ROTOR HEAD 1.5 40 1.0 24' ® HUNTER PGP ROTOR HEAD 3 40 1.5 33' HUNTER PGP ROTOR 14EAD 7 40 3 40' APPROVED CLASS 160 PVC LATERAL LINE SIZE AS SHOWN UNTIL A SMALLER SIZE IS SHOWN SEE DETAIL �-- APPROVED CLASS 200 PVC MAINLINE SIZE AS SHOWN ON PLAN SEE DETAIL ----_'�_ APPROVED SLEEVE MINIMUM TWICE THE INNER PIPE DIAMETER CONTROL WIRE SHALL BE SLEEVED SEPERATELY SEE DETAIL HUNTER HUNTER ICV ELECTRIC VALVE. 1-1/2" OR SIZE AS SHOWN ON THE ZONE LABEL. INSTALL VALVE IN AN AMETEK V5-12A VALVE BOX. SEE DETAIL © RAIN51RD CONTROLLER-RAINBIRD ESP-LX PLUS 16 STA. AS SHOWN ON PLAN, INSTALL WITH A MINICLIK II RAIN SENSOR. SEE DETAIL I El APPROVED 4" IRRIGATION WELL WITH 3.0 HP PUMP. SEE I DETAIL i NOZZLE CHART LETTER MODEL GPM AT RADIUS PATTERN 30 PSI A 1800-15F 5.7 15' FULL B 1500-15H 1.55 15' HALF C 1800-15Q .92 15' QUARTER D 1800-15VAN VARIES 15' ADJ. E 1500-12F 2.6 12' FULL F 1500-12H 1.5 12' HALF G 1500-12Q .65 12' QUARTER H 1500-12VAN VARIES 12' ADJ. J 1500-1OF 1.55 10' FULL K 1800-10H .79 10' HALF L 1500-1OQ .301 10' QUARTER M 1800-10VAN VARIES 10' ADJ. N 1800-8F 1.05 8' FUL'w- P 1800-BH .52 8' HALF R 1800-8Q .26 8' QUARTER S 1500-BVAN VAR ES 8' YID T 1500-1555T 1.21 4'X30' SI E 1= STRIP U 1500-15EST .61 4'X15' H.NU STRIP V 1800-OI55T .52 OI'X1B' SIDE STRIP W 1402-5U55LER .50 - 5 GPM FULL BUBBLER T T T '1 rl 'j' 1%Z 30 T r T o // /// j/ 48.5 T X � �� T 11-0 T / 48.95 PIPegHOWN OFF-SITV- TO "ARRFY ZON5S'ONLY4.25 ,�--/! 0 15 30 60 48s4 SCALE: III= 30' :. . il:; NOTE INSTALL s INKLER AT PR FINISHED GRADE APPROVED BACKFILL SPRINKLER NOTE -CONTRACTOR MAY INSTALL PIPE TO SIDE INLET MANUFACTURED SWING JOINT W/FLEX PIPE FLEX PIPE LATERAL TEE LATERAL PIPE LATERAL TEE POP—UP SPRINKLER SCALE: NOT TO SCALE 4 ZONE IDENTIFICATION INDICATES VALVE NUMBER 1 2 y4 33 INDICATES G.P.M. INDICATES VALVE SIZE IRRIGATION CONTROLLER SEE PLAN FOR NUMBER OF STATIONS. ANCHOR SECURELY TO WALL. ZONE CHART ZONE TYPE GPM RUN TIME 1 ROTOR 33 45 M I N 2 SPRAY 26 15 MIN 3 ROTOR 30 45 M I N 4 ROTOR 17 45 M I N 5 SPRAY 31 15 MIN 6 SPRAY 27 15 MIN 7 ROTOR 27 45 M I N 8 SPRAY 27 15 M I N q SPRAY 30 15 M I N 10 SPRAY 25 15 M I N 11 ROTOR 24 45 M I N 12 SPRAY 30 15 M I N 13 SPRAY 32 15 M I N ITOTALS 35q 5.75 HOURS I . J XX �- y NOTE- INSTALL SPRINKLER .:.'': AT FINISHED GRADE s-- APPROVED BACKFILL SPRINKLER MANUFACTURED SWING JOINT W/FLEX PIPE FLEX PIPE LATERAL PIPE LATERAL TEE ROTOR SPRINKLER CONDUIT FOR REMOTE CONTROL VALVES AND SENSOR WIRES SECURE TO WALL WITH APPROPRIATE PIPE CLAMPS A CONDUIT FOR IISV POWER FINISHED SURFACE FRONT RIGHT -SIDE SECTION/ELEVATION SECTION/ELEVATION WALL —MOUNT CONTROLLER SCALE: NOT TO SCALE SCALE: NOT TO SCALE PROPERTY APPRAISER ID NUMBER 11-20-30-517-0000-0030 SEMINOLE COUNTY �r APPROVED FOR CONSTRUCTION r. THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TOHE.SP,MIJVOlE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF jq§ �,�fIF2D OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF T�iEDEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. APPROVED. SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT - DATE bo ° S 1► �+ 0. � M c bo4 g W0.4�-4cgU dai N 0 ra. 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