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Home My WebLink AboutManufactureres Outlet Center 46718A review of your submit-tal in be made for compliance wlwith ST. LUCIE COUNTY ST. LUCIE COUNTY PERMIT APPLICAT 77 Ordinance No, EC 87.03 4 JI It PERMIT NO. / / ( CODE $k ) SEWAGE PERMIT NO. APPLICATION FOR PERMIT TO CONSTRUCT Manufacturer's Outlet Center, Phase III JOB LOCATION/ADDRESS: State Rt. #70 St. Lucie County, Florida LEGAL DESCRIPTION See Attached Phase III column lines 51>to 60 DRIVEWAY PERMIT ROAD IMPACT: DISTRICT ZONE FEE REQUIRED S/D —.--_ MAP $¢ FLOOD' ZONeE £L� Date b 3'ffi L. LOT BLOCK yUNIT SEC TWP RG�OIt�--�- ., PROPERTY TAX ID # z3��/J�000X3D1Tpli ZONE GMPP • P aseIII LOT SIZE/DIMENSIONS EST COST$357,0000�0".0�0 2.11 SET BACKS: FRONTREAR /- __ SIDE — SIDE SQ FT BUILDING: LIVING AREA ACCESSORY 22,767 SF ARCHITECT: NAME William Henry Architects 1-813-878-21554920 Eisen ower v PHONE ADDRESS Suite 150 CITY Tampa ST FLA Zip 33634 CONTRACTOR: STATE REG/CERT #FLA GC C008942 COUNTY CERT #/ �-a� or` r-1 NAME Lord & Son Construction, In5DDRESS P.O. Box 1808 CITY Fort Walton Beach, STATE FLA ZIP32549 PHONE 862-5258 OWNER OF NAME Russell Development Corporation PROPERTY: ADDRESS_1206 Fawn Lake Place _ PHONE 813-684-8108 CITY Tampa STATE FLA STATE OF FLORIDA, COUNTY OF ST. LUCIE Zip 33594 Before me, the undersigned authority, personally appeared Leven D. Lord , who upon being duly sworn, deposes and says that the information contained in the foregoing application is true and correct. Applicant to and subscribed before me this _ 25 day of I9 Aublic, State at Large SCHOOL IMPACT FEES Required Yes 0 No Amt. Pd My Connnission expires: Date Pd I9YCOb1+5fI3510N ExY1R1:$ MakfH 13: iga I ST L.UCIE COUNTY -ROAD IMPACT FEE CALCULATION FORM Name of Feepayer G� Address8 7,99 A2/19 — / —�/ _�1 -- Date _ j�/� _ Permit 4 _. . d � . Z_ Road Benefit and Collec�..7 ' �. - - .. .. - r w.. _ _ _ = ... ® - - - - - - - - - - - - - The impact fee calculated herein has been determined based on the fee schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IMPACT FEE CALCULATIONS LAND USE FEE PER TOTAL TYPE c� UNIT a IMPACT FEE @ UNITS ...........pp..qq.... @ PARKING SPACES ........ @ STUDENTS ............. 1-LUHIVA, LNLHQ �1=�ICIENCY CODE FOR BUILDING CONSTRUCTION t SECTION 5 e BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH I FORM 500-86 AwrwlonaeoovTHE DWVJ"V xrorcoweuemnrFAM M n 101 MR: KtblUtN11AL AND NON-RESIDENTIAL BUILDINGS, M!E S s NAME: I✓iG1, lI C LjLF. `'+J I (( P1'(1 ZONE:9 (PROJECT ADDRESS: BUILDING CLASSIFICATIO S : ' �'(;(? E(,�::Q(,)'j") t r CfTY ZIP CODE:' r!1',' •\ BUILDING PERMIT NO.: BUILDER: PERMITTING OFFICE: OWNER: JURISDICTION NO.: C>C. COMPONENT U-VALUE NET AREA Concrete Bbdt Structure (CBS) Wood frame other ,, 1 Um U® U_ o. r% 1 2�— Other 1 r i7 -17 Under Aft Cavity Single Assembly Other U®_.. (t) b2J�iSs Ue U- Total Conditioned Floor Area Concrete Over Unconditioned Space Wood Over Unconditioned Space �(�= Slab on Grade ® C2 [iJa UUe o Clear Single Glaze Clear Double Glaze Tint Single Glaze- i/i>;, nxas Tint Double Glaze Skylights Other U- U. U- xx U- U„ U- Wood Metal Insulated Other U y U U- 11 / Total lighting Wattage ............ 244 �J Total Conditioned Floor 1 a Area (sq. fL) .. ............... . .................. . 16 iJ Q v Walla/sq. ft. Lighting Budget Maximum v :' AIR CONDITIONER EFFICIENCY (EER '' ' ) or (SEER ) or (COP ) HEATING SYSTEM TYPE STRIP'd HEAT PUMP ❑ GAS ❑ OIL ❑ SOLAR ❑ HEATING SYSTEM EFFICIENCY COP - or EFFICIENCY - % (Steady-state) HOT WATER SYSTEM TYPE ELECTRIC ❑ HEAT RECOVERY ❑ GAS ❑ OIL ❑ SOLAR ❑ Uo wall Allowable 0' 27) E5 Uo wall Actual -1, �`' If complying under the provisions of S. 502.1. enter the cond*W U. Uo roof/ceili Allow ' �' '•2 �� values for the entire envelope in this section. ng apk Uo roollcelling Actualr f� 1 U. floor Allowable I /�= Uo Dow Actual )-I%�,. _ Uo envelope Allowable (2 Uo envelope Actual OTTV was Aaowable F"' I- OTTV wall Actual OTTY roo 111ng Allowable »' - _ OTf V rooticeblrg Actual a+ s000rdarae wah Salon 463.07_U., IM pWe and PAWWW of the plane and apeaffl aWna sward by we ab wan m"w eons. spbgllations ®wend by INS CULLIlmn Aft In aant)ld"" WDh ilia mwWa gwW pitarlos vddl the Florida Imergy Cod®, Delon oDM4twilm 16 001pNNd, polo Cade. building will be Inepectad for oompiarta In umdana actin Section 563.9W F.B. OWNEWAGENf. L� � C_�Lry BUILDING OFFICIAL: runs• _. +r '' DATE: PERMIT NO. CHECKED by SECTION 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM 500.86 State of Florida Energy Code 1. GROSS WALL AREAS A) WALL TYPE: ^V� r�'cM11wl1Ai5ut...,.T/�" �fk..Ei,�.Ga`f�P• F3Cl. 25422. .q.f B) WALLTYPE: '� 1�,•t,C7, �'CMLYUS,� IK1r;Ul.i rl p�� F_ (J(�1y,'�� +b'_PI GjCil 15t09 r`5 rq.f C) WALL TYPE: 4 f D) WALL TYPE: sq. f TOTAL GROSS WALL AREA - = I ` 117 sq. f 2. GLASS AREAS (Includes areas of windows, sliding glass doors, glass entrance doors) GLASS TYPE AND AREA BY ORIENTATION SINGLE DOUBLE OR CLEAR (sq. tL TINT . ft- SHADING COEFFICIENT CLEAR (sq. ft. TINT • , ft. SHADING COEFFICIENT N HE E SE 4000 C1' j $ 100 0. (�"( SW 00 0•G1 W NW TOTAL COS 3. DOORS (EXCLUDING GLASS DOORS) Door area in exterior building envelope ................. �N,I TN„ G"tLpF„j................ - Interior door area separating A/C from non AIC spaces ...................................................... - TOTAL OPAQUE DOOR AREA - 4. NET OPAQUE WALL AREAS sq.r sq. f sq.t WALL TYPE GROSS WALL GLASS AREA DOOR AREA NET OPAQUE (sq. ft,) — (sq. tL) — (sq. n.) WALL AREA (sq. ff.) A. 'Z5 4ZrL CoOQp 1` 2/i B. '?Co 9 S C. 25117 D• i ROOF/CEItJNG AREA {. AIR FILMS (UST AIR FILMS IF USED TO DETERMINE Ue VALUES) Well O.1 I W-! 1 5-33 WALL/GLASS L I N E BUILDING ENVELOPE CONDUCTION HEAT GAIN = (UwAw TDEQ) + (UfAf t) AREA IN SQ. FT. (WT. OF CONSTRUCTION IN LB/SQ. FT.) U-VALUE TEMPERATURE DIFFERENTIAL HEAT GAIN BY CONDUCTION 1 GROSS WALL 2 GLASS (o000 1.10 3 DOORS (WOOD OR METAL 4 PARTITION 5 OPAQUE WALL 1 10) � 12 6 OPAQUE WALL 2 0 (Y+ so n 7 8 TOTAL HEAT GAIN BY CONDUCTION (ADD LINES 1 THROUGH 7) ) } 1 RADIATION HEAT GAIN THROUGH GLASS - USING ORIENTATION SOLAR FACTOR = (Af x OSF x SC) GLASS TINT: THICKNESS: = SHADING COEFF: 51NGLE: DOUBLE: GLASS ORIENTATION GLASS AREA (Af) SQ. FT. ORIENTATION SOLAR FACTOR (OSF) FROM TABLE 5-2A OF FLORIDA STATE CODE SHADING COEFFICIENT (S.C.) RADIATION HEAT GAIN 9 NORTH 10 NORTHEAST 11 EAST 12 SOUTHEAST �cxko I��j J.6 4�nOt�O 13 SOUTH 14 SOUTHWEST 000 �Fj�� ,( j -D 71,do 15 WEST 16 NORTHWEST 17 TOTAL RADIATION HEAT GAIN (ADD LINES 9 THROUGH 16) OTTV ACTUAL = LINE 8 + LINE 17 + LINE 1 3111� OTTV ALLOWABLE (FROM TABLE 5-2 OF FLORIDA MODEL ENERGY CODE) O.C� ROOF Sheet / CALCULATION OF OVERALL THERMAL TRANSMISSION VALUE FOR ROOFS (OTTVr) - COMMERICIAL BLD' COOLING L I ROOF OF CONDUCTION HEAT GAIN = (UrAr) + (UsAs A 4.5 ) BUILDING N E Area in sq. ft. U-VALUE tsor TDEQ HEAT GAIN BY CONDUCTION 1 GROSS ROOF 81 f3U� _i �r--'"'" 2 SKYLIGHTS 130 (!, ts) 3 4 OPAQUE ROOF d _{�Ur �,D� rlCr 31GInD 5 OPAQUE ROOF 6 OPAQUE ROOF P 7 8 TOTAL HEAT GAIN BY CONDUCTION (ADD LINES 1 THROUGH 7) 3�D ra J RADIATION HEAT GAIN THROUGH SKYLIGHTS = (138 As SCs) SKYLIGHT TINT:U69TA `VZAV THICKNESS: M in. SHADING COEFF.:F% �pJ DBL: SKYLIGHT MULTIPLIER AREA (As) FROM EQUATION 4 SHADING RADIATION HEAT sq. ft. SECTION 5 OF COEFFICIENT GAIN STATE OF FLORIA (S.C.) MODEL ENERGY CODE 9 SKYLIGHT 10 SKYLIGHT 11 12 13 TOTAL RADIATION HEAT GAIN (ADD LINES 9 THROUGH 12) N �� OTTVrACTUAL= LINE 8 + 13 + Id�/� LINE 1 OTTVr ALLOWABLE (FROM TABLE 5-2 OF STATE OF FLORIDA ENERGY CODE 8.5 CALCULATING THERMAL TRANSMISSION VALUES FOR COMPONENTS WALLS ROOF/CEILINGS FLOORS (OVER UrJCON❑ SPACE) AREA U Ax U z AREA U A x U AREA U A x U -i SQ FT VALUES S FT VALUES GROSS GROSS 18 GROSS WAL _ ""' I I ( ROOF/CLG ) l `'' "- FLOOR 17 GLASS �'7�� l�l o_��_,.� SKYLIGHTS 18 DOORS ATTIC SCUTTLE 19 20 21 OPAQUE. WALL Uw1 41�_ y ��r OPAQUE RF/CG Ucl �' r' �� d= 1 s•- ° - 5AQUE- FLOOR LIN OPAQUE ? �'" y!'� OPAQUE OPAQUE 22 WALL UW2 RF/CG U FLOOR U 23 TOTAL OF LINES 17 THRU 22 TOTAL OF LINES 17 THRU 22 G1 ) TOTAL OF LINES 17 THRU 22 24 LINE 23 ACTUAL Uo - LINE '23 ACTUAL Uo - �' LINE 23 ACTUAL Uo ' LINE 16 LINE 16 LINE 16 COMPARISON OF ENVELOPE VALUES CODE -ALLOWABLE Uo VALUE ACTUAL Up VALUE BUILDING COMPON'T AREA SQ FT L1oVALUE BUILDING AREA UOVALUE FROM q xU0 COMPON'T SQ FT AxU a GRS WALL GRS WALLi GROSS ROOF/CLG i e /^� V IO j� 1 J GROSS ROOF/CLG GROSS 2i FLOOR IJ i. GROSS , 21 zs.zs+27 )I�aaF' TOTAL TT LINE LINE j 2 r ALLOWABLE _TTL(AxU AxU 25+26+27 I In�rr Tf Tn. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION i SECTION 5 e 1UILDING DESIGN BY COMPONENT PERFORMANCE APPROACH u3 r FORM 500-8 0 MWW" CREo e7 THE DMUnItnrr or COM1ltwrr7 A"Aale STATISTICS: RESIDENTIAL AND NON-RESIDENTIAL PROJECT NAME: /IGD.II ;!:`�2 WRE— -W_Le BUILDINGS SEES 5D1.11 -� ZONE: :4 CITY ZIP CODE:' i , ADOgESS: EEJ BUILDING CLASSIFICATIONS : BUILDING PERMIT NO.: BUILDER: PERMITTING OFflCE: OWNER: JURISDICTION NO.: BUILDING INFORMATION COMPONENT U-VALUE out(Square NET AREA Feet N3 Concrete Block Siucbae (CBS) Wood Name Other K. t? = U_ U. U_ I Kl4 r� Other U. 4 • ,.? h' 'F�, Under Af is Cavity Single Assembly Other U_ U. U. Total Conditioned Floor Area Concrete Over Unconditioned Space f� Wood Over Unconditioned Space �� I "' Slab on Grade U- Ue Clear Single Glaze Clear Double Glaze Tint Single Glaze -IMGGJDIPJ6[ASS n2J(-5 Tint Double Glaze Skylights Other U_ U. U. U. U. U- Wood Metal Insulated Other U_ U_ U- U_ Total Lighting Waftage.................................... 244 I t� Total Cordtioned Floor �2 _ 2 • J Area (sq. tL)........................................ t,.�( �05� WatWsq. fL Lightkg Budget Maximum _ � , C' Watts/sq. IL SYSTEMS INFORMATION AIR CONDITIONER EFFICIENCY (EER , . "j ) or (SEER ) or (COP ) HEATING SYSTEM TYPE STRIP :( HEAT PUMP ❑ GAS ❑ OIL ❑ SOLAR ❑ HEATING SYSTEM EFFICIENCY COP "" or EFFICIENCY - % (Steady-state) HOT WATER SYSTEM TYPE ELECTRIC ❑ HEAT RECOVERY ❑ GAS ❑ OIL ❑ SOLAR ❑ N 6 W$ �r UC wad Allowable - UC wall Actual Uo roollceiling Allowa¢le , ' -) UC roof/cellirg Actue� ��' `> = UC door Allowable F 1�% U. floor Actual tiJlL If complying under the provisions of S. 502.1, enter the combined Ua values for the Andre envelope k1 this section, I Uaenvelope Allowable a l), U. envelope Actual U• Il OTTV well Allowable :' :. OTTV roollceiling Allowable `> _ OTTV wall Actual �= OTTV rooVicelling Actual to aocordanoe wah Sea on 667407 tA., I '-af*W eendfl' Jut the plane and spedecatone vowed by Wj calwillaeo we in complim **.. Vw Floftda harpy Code. �.y / , OWNERAGEM: oG f DATE: 5- Z3, U.IJ Review of tM PNna a" epeCNNagons Cover" by We Cabulatlen W40"s soon Wang WM tM Florida LrNrpy Code, Before tlo wV%x;tJM I6 00froa4d, to &"V will be Inspected for wVllana In booadana wkh Section 669.00E F$. BUILDING OFFICIAL: DATF: 5-32 y , PERMIT NO. CHECKED by SECTION 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH rORM 500-86 State of Florida Energy Cade 9. GROSS WALL AREAS A) WALL TYPE: �2JG e'll w 1 u1' I KVA!' .. ?� ° _ zx-I 3w� (� f J , fb C7. �Lr A � 7.. p R B) WALLTYPE: v k:✓.?� 8'GP✓IL1 Wl IK)So) " CIg° F,IPL: V1 �„j"�'fh( G;•CJ. �j�nac� �ti C) WALL TYPE: tq. K D) WALL TYPE: - sq. K _. ! TOTAL GROSS WALL AREA - sq. ft. 2. GLASS AREAS (Indudes areas of vAndom, sliding glass doors, glass entrance doors) GLASS TYPE AND AREA BY ORIENTATION OR SINGLE DOUBLE CLEAR (sq. fL TINT . ft. SHADING COEFFICIENT CLEAR . it. TINT (sq. IL - SHADING COEFFICIENT N NE E SE 000 6,G� s I 100 1 o•6a Sw ADO ^J•ni w NW TOTAL Ca 077 . it. A DOORS (EXCLUDING GLASS DOORS) Door area In exterior building envelope .............. .................. - Interior door area separating A/C from non NC spaces ...................................................... - TOTAL OPAQUE DOOR AREA - A Uc nDAnllF Wall AWFAA sq. It sq. ft. sq.ft, WALL TYPE GROSS WALL (sq. ff.) GLASS AREA — (sq. IL) DOOR AREA — (aq. ft.) NET OPAQUE WALL AREA (sq. R.) A C. D. ills S. ROOFlCEILING AREA comPONnNT ue r --- o,l j O• c53 Wall �•+��1 p.'l2 cal Float L 5-33 WALL/GLASS L I N E BUILDING ENVELOPE CONDUCTION HEAT GAIN (UwAw TDEQ) + (UfAf t) AREA IN SQ. FT. (WT. OF CONSTRUCTION IN LB/SQ. FT.) U-VALUE TEMPERATURE DIFFERENTIAL HEAT GAIN BY CONDUCTION 1 GROSS WALL J 1 11 2 GLASS (o0oo 1.10 (q0-`7 ell) �'10 ) 3 4 DOORS (WOOD OR METAL PARTITION 5 OPAQUE WALL I 1,�422 0.09 Q3 d0200 6 OPAQUE WALL 2 rj(�� 0�7 30 0 7 8 TOTAL HEAT GAIN BY CONDUCTION (ADD LINES 1 THROUGH 7) I?41✓�c7 RADIATION HEAT GAIN THROUGH GLASS - USING ORIENTATION SOLAR FACTOR = (Af x OSF x SC) GLASS TINT: THICKNESS: = SHADING COEFF: $INGLE: DOUBLE:_ GLASS ORIENTATION GLASS AREA (Af) SQ. FT. ORIENTATION SOLAR FACTOR (OSF) FROM TABLE 5-2A OF FLORIDA STATE CODE SHADING COEFFICIENT (S.C.) RADIATION HEAT GAIN 9 NORTH 10 NORTHEAST 11 EAST 12 SOUTHEAST jj 4s:poB0 13 SOUTH 100 14 SOUTHWEST lgoo 'r6 o 15 WEST 16 NORTHWEST 17 TOTAL RADIATION HEAT GAIN (ADD LINES 9 THROUGH 16) OTTV ACTUAL = LINE 8 + LINE 17 LINE i 3L OTTV ALLOWABLE (FROM TABLE 5-2 OF FLORIDA MODEL ENERGY CODE) �0.0 ROOF Sheet I CALCULATION OF OVERALL THERMAL TRANSMISSION VALUE FOR ROOFS (OTTVr) - COMMERICIAL BIOGS COOLING L N ROOF OF CONDUCTION HEAT GAIN = (UrAr) + (UsAs ,A f.5 ) BUILDING E Area in sq. ft. U-VALUE tsor TDEQ HEAT GAIN BY CONDUCTION 1 GROSS ROOF 2 SKYLIGHTS 3" (pts) 3 4 OPAQUE ROOF I _ E31 &)rS 0,D5 rk-o 31Oj &D 5 OPAQUE ROOF 1 6 OPAQUE ROOF 9 7 8 TOTAL HEAT GAIN BY CONDUCTION (ADD LINES 1 THROUGH 7) �IO ?jfn D RADIATION HEAT GAIN THROUGH SKYLIGHTS = (138 As SCs) SKYLIGHT TINT:L169TC-7RA' THICKNESS: I4 in. SHADING COEFF.:D•��J DBL: SKYLIGHT MULTIPLIER AREA (As) FROM EQUATION 4 SHADING RADIATION HEAT sq. ft. SECTION 5 OF COEFFICIENT GAIN STATE OF FLORIA (S.C.) MODEL ENERGY CODE 9 SKYLIGHT 10 SKYLIGHT 11 12 13 TOTAL RADIATION HEAT GAIN (ADD LINES 9 THROUGH 12) N A, OTTVrACTUAL = LINE 8 + 13 1D + LINE 1 J OTTVr ALLOWABLE (FROM TABLE S-2 OF creTr nr _ -- -• • —"--n llrKUT GUUL 8.5 F CALCULATING THERMAL TRANSMISSION VALUES FOR COMPONENTS B WAL r_S ROOF/CEILINGS FLOORS [OVER UNCOND SPACE] Z AREA U r A x U AREA U A x U AREA U A x U J SQ FT VALUES SQ FT VALUES 16 GROSS WALi. { GROSS ROOF/CLG GROSS FLOOR 17 GLASS i SKYLIGHTS 18 DOORS ATTIC SCUTTLE 19 20 21 OPAQUE WALL Uwl 4 ' ?� (� OPAQUE RF/CG Ucl ` OPAQUE- FLOOR Uf1 OPA �' 'r%)0 OF OPAQUE 22 WALLQUw2 RUE CG Uc2 FLOOR U 3 TOTAL OF LINES 17 THRU 22»� TOTAL OF LINES 17 THRU 22 TOTAL OF LINES 17 THRU 22 4 2 LINE 23 ACTUAL Uo - �—"� LINE "23 ACTUAL U U. - i.� LINE 29 ACTUAL Uo - - LINE 16 LINE 16 LINE lrr� COMPARISON OF ENVELOPE VALUES CODE - ALLOWABLE Uo VALUE w ACTUAL Uo VALUE z BUILDING AREA L6VALUE BUILDING AREA U®VALUE J OMPON T SQ FT FROM A xU0 COMPON'T SQ FT AxU 25 J'-RS WALL �j))) 26 3ROSS _'OOF/CLG ICJ 27 GROSS FLOOR �%�� 28 r {5+26+27 I l?�? 29 /'-LOWABLE Uo-TTL TTL �'3 o WALLI I I I) � SS � �SS'`1,�, /CLG 7 OR ftACTUAL Nl<�TINE_+27 I^aEA �AL U0- TOTALfL TOTAL < FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 5 e BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM 500-8 a ADeta MAID eyIns! DEIMDTYENrorCOMMUNITY Arrauaa STATISTICS: RESIDENTIAL AND NON-RESIDENTIAL PROJECT NAME: MW lI Cj ll Lyc CQTL6 Ff"1'vL BUILDINGS SEES 501.1 ZONE: Cr? ADDRESS: BUILDING CLASSIFICATIONS L CITY ZIP CODE:�' 'I; : i Y.-. BUILDING PERMIT NO.: BUILDER: PERMITTING OFFICE: OWNER: JURISDICTION NO.: (- (. 1100 BUILDING INFORMATION COMPONENT .. __(Total) U-VALUE NET AREA (Square Fast Concrete Block Structure (CBS) Wood hams _ Other ' 1�fi(',. ..L U. I . c h U. U- O• Otter U- 0- � Under Attic Cavtty Single Assembly Other U- 0.06 bi OS . U. U. Total Conditioned Floor Area Concrete Over Unconditioned Space Wood Over Unconditioned Space �� I Slab on Grade U. ,� 100s U- o Clear Single Glaze Clear Double Glaze Tint Single Glaze -I 6 f4sS l? Va5 Tint Double Glaze Skylights Other U. U. U. • I f ? (r, G� J7 U- U. U- Wald Metal Insuiated Other U. U- U- U- Total Lghttrp Wattage 2Q4;510 Total Total Conditioned Floor ,... n Area (sq. tL)........................................:.. : J 0 S Wattalsq. fL Lighting Budget Maximum ^ • `, Wat e/sq. it. SYSTEMS INFORMATION AIR CONDITIONER EFFICIENCY (EER -' ' ) or (SEER ) or (CAP ) HEATING SYSTEM TYPE STRIPV HEAT PUMP ❑ GAS ❑ OIL ❑ SOUR ❑ HEATING SYSTEM EFFICIENCY COP ' -'-or EFFICIENCY - % (Steady-state) HOT WATER SYSTEM TYPE ELECTRIC ❑ HEAT RECOVERY ❑ GAS ❑ OIL ❑ SOLAR ❑ � 1')l =. Uo wan Avowable Us well Actual 01 Uo rocs/ceili Avow le f ' l Uo root/coliNQ Ac to ' t�4Zs U, floc,• Allowable )'' Uc floor Actual OTTV ,ae Allowable OTT ' rof/cellkrg Aflow V;N �' • plying under the provisions of S. 502.1, enter the cartbkled Ue for the entire envelope In fhle section. us Allowable ' lope ��Uo®nvalopaActuel L ®TIV Wall Actual ' - L. t v. v wOr/ mng Actual a In eororgna wkh section W.001 &g., I Y r Me,'i OW the Wane erM Review M IM plane ark one ov+Ned D1 Ws ctL�ulaUm are N oorh�usns� wiiil'Vks Florida [rwtnd posit» self pl ns and , before by a kd0a1e � Code. amomb t16 ..-.* — bulkkgwWbeMtspsgedlaoomplWaehaowrdartsswlNSaabro663.e0eF.b, OIyNEW.GENi: .. `�; BUILDING OFFICIAL: DATE: J .0 _ N ' PERMIT NO. _ (:ORM 50"s 1. GROSS WALL A) WAIL TYPE: B) WALL TYPE: C) WALL TYPE: D) WALL TYPE: _ L GLASS AREAS (Includes areas of windows, sliding glass doors, glass entrance doors) GLASS TYPE AND AREA BY ORIENTATION CHECKED by SECTION 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH Slate of Florida Energy Cod{ 3D. 2ti42u. �no, ft. sq. It. sq. IL TOTAL GROSS WALL AREA - i, 117 sq. fL OR SINGLE DOUBLE CLEAR (sq. ft.) _ TINT . tt. SHADING COEFFICIENT CLEAR . R. TINT (sq. ft. SHADING COEFFICIENT N NE E SE 4C 00 d.�� S I too o • �9 Sw . 1 w NW _ T07AL (0 XX7 Co bPJ sq. n 3. DOORS (EXCLUDING GLASS DOORS) Door area in exterior building envolo..............I N l t,�C? ( ;Cr7 „\N! 7N.. [.;-......................... - .... interlor door area separating AIC from non AIC spaces ...................................................... - TOTAL OPAQUE DOOR AREA - ..mnnvw.ee Ames sq. fL sq.ft. sq.fl. ^ WALL TYPE ..T _ GROSS WALL GLASS AREA IL) DOOR AREA - (sq. II.) NET OPAQUE WALL (sq. ft.) - (sq. sq.AREA A nG5 �^ CnOC?Q _ I''7 � '11r�- B. C. D. S. ROOF/CEILING AREA vaeercaa L AIR FILMS (LIST Mn rMMO ,r vacs a s... COMPONIINT >. •......_ _e _. A__-, { r 0.�g Wall callingN A Flow 5-33 WALL/GLASS L LE BUILDING ENVELOPE CONDUCTION HEAT GAIN = (UwAw TOEQ) + (UfAf t) AREA IN SQ. FT. (WT. OF CONSTRUCTION IN LB/SQ. FT.) U-VALUE TEMPERATURE DIFFERENTIAL HEAT GAIN BY CONDUCTION 1 GROSS WALL 2 GLASS 1.10 (10-95) 3 DOORS (WOOD OR METAL 4 PARTITION 5 OPAQUE WALL 1 10)42 0,09 6 OPAQUE WALL 2 01 r1� ' yJ-il �� D 7 8 TOTAL HEAT GAIN BY CONDUCTION (ADD LINES i THROUGH 7) 7 JJJr7 RADIATION HEAT GAIN THROUGH GLASS - USING ORIENTATION SOLAR FACTOR = (Af x OSF x SC) GLASS TINT: THICKNESS: - SHADING COEFF: SINGLE: DOUBLE:_ GLASS ORIENTATION GLASS AREA (Af) SQ. FT. ORIENTATION SOLAR FACTOR (OSF) FROM TABLE 5-2A OF FLORIDA STATE CODE SHADING COEFFICIENT (S.C.) RADIATION HEAT GAIN 9 NORTH 10 NORTHEAST 11 EAST 12 SOUTHEAST y{' 155 9 ! �z,00 3jc) t 13 SOUTH ICAO �42 14 SOUTHWEST 1Q(7Od,o 15 WEST 16 NORTHWEST 17 TOTAL RADIATION HEAT GAIN (ADD LINES 9 THROUGH 16) OTTV ACTUAL = LINE 8 + LINE 17 LINE 1 314 4'1 OTTV ALLOWABLE (FROM TABLE 5-2 OF FLORIDA MODEL ENERGY CODE) D,�J ROOF Sheet CALCULATION OF OVERALL THERMAL TRANSMISSION VALUE FOR ROOFS (OTTVr) - COMMERICIAL BLDGS COOLING L I ROOF OF CONDUCTION HEAT GAIN = (UrAr) + (UsAs ,N.#..s ) BUILDING N E Area in sq. ft. U-VALUE tsor TDEQ HEAT GAIN BY CONDUCTION 1 GROSS ROOF 31 F3051 —� 2 SKYLIGHTS 13* (® ts) 3 4 OPAQUE ROOF I 5 OPAQUE ROOF 1 6 OPAQUE ROOF 9 7 8 TOTAL HEAT GAIN BY CONDUCTION (ADD LINES 1 THROUGH 7) 5 10 RADIATION HEAT GAIN THROUGH SKYLIGHTS = (138 As SCs) SKYLIGHT TINT:Lu9T�1RA` THICKNESS: �I4 in. SHADING COEFF.:0, DBL: SKYLIGHT MULTIPLIER AREA (As) FROM EQUATION 4 SHADING RADIATION HEAT sq. ft. SECTION 5 OF COEFFICIENT GAIN STATE OF FLORIA (S.C.) MODEL ENERGY CODE 9 SKYLIGHT 10 SKYLIGHT 11 12 13 TOTAL RADIATION HEAT GAIN (ADD LINES 9 THROUGH 12) OTTVrACTUAL = LINE 8 + 13 0 5(,.:,0 + N�/a LINE 1 Bl5015 OTTVr ALLOWABLE (FROM TABLE 5-2 OF STATE OF FLORIDA ENERGY CODE 8.5 CALCULATING THERMAL TRANSMISSION VALUES FOR COMPONENTS f WALLS ROOF/CEILINGS FLOORS (OVER UNCOND SPACE) Z AREA U A x U AREA ' U AxU AREA U SQ FT VALUES S FT VALUES S A x U 16 GROSS WALI.�i>> r, { GROSS ROOF/CLG GROSS FLOOR 17 GLASS SKYLIGHTS 16 DOORS ATTIC SCUTTLE 19 20 21 OPAQUE WALL UwI ��L� '�� OPAQUE RF/CG Uc1 r ,.{ _ �!4.} 1Q Q,n� {'' 0 OPAQUE - / FLOOR UfI 22 WALLQUw2 s%ta!ar, JP� OPAQUE RF/CG UC7 OPAQUE I FLOOR U 3 TOTAL OF LINES 17 THRU 22j 0 J TOTAL OF LINES 17 THRU 22Q TOTAL OF LINI 5 17 THRU 22 24 'ACTUAL U. - LINE 23 LINE 16 ACTUAL U° - LINE '23 J CSC ACTUAL U° - LINE 23 LINE 16 LINE 16 COMPARISON OF ENVELOPE VALUES CODE - ALLOWABLE Uc) VALUE ACTUAL U° VALUE Z BUILDING AREA UoVALUE BOIL°DING AREA U®VALUE _1 COMPON'T SQ FT FROM A XU® COMPON'T $q FT AXUo 25 GRS WALL 26 c�.3vJ �IG�r GROSS Jo GRCS WALL I I I `� �. � ROOF/CLG 31LO-7 Q, 1 () GROSS GROSS �� ROOF/CLG �i5 t 27 FLOOR AJ�Iti p,)i//.A GROSSi D.pU 26 25+26+27 ! 129? IOTA FLooR ! L TTL LINE 29 ALLOWABLE U -TTL AxUy� AxU 25+26+27 TOT ° TT AREA I UJ ACT AL UAL U_- TOTm r.._.. AxU_ C=C[ LIST \. PRO 88-1477 i I Project Nam MANUFACTURER'S OUTLET CENTER - PHASE III, Architect: WILLIAM HENRY ARCHITECTS Ph: 1-813-878-2155 Contractor: LORD & SON CONSTRUCTION INC. Fb: 1-904-862-5258 Owner: RUSSELL DEVELOPMENT CORP. Pb: 1-813-684-8108 Address: ST. RT. #70 ST. LUCIE FL Occupancy Classification: Type of construction: Height and Area: `Cl Z 1L 7 6 Occupancy Requirements per Chapter IV: Construction Requirements: A. Eire Protection: B. Egress Pequirements: Other Require!nt! M Elevators Sprinklers & Standpipes Combustible Materials - Interior Roof Coverings Light - Ventii<stion - Sanitation Handicap Require�ta Plans sent to Fire Dept. - Date: Plot Plan Check Water (n - l 7-49B Approved: Seer Paving & Drai3ag2 approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/before Issuance Affidavit BUILDING PLAN CHECK ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 County PLAN NUMBER.._ #1676 6-17-88 DATE RECEIVED----.- Lord:& Son Construction Inc. CONTRACTOR: PHONE NUMBER: ARCHITECT:William Henry Architects PHONE NUMBER: 1-813-876-2155 OWNER: MANUFACTUER'S OUTLET CENTER LOCATION: 2703-2809 Peters Road y 1 TYPE OF OCCUPANCY: Mercantile, TYPE OF CONSTRUCTION: IV SIZE OF BUILDING: 143,000 sq. ft. + NUMBER OF FLOORS:___ 1 fully sprinkled REQUIREMENTS: Phase I, II & III 1. Sprinkler system shall comply with NFPA #13 and 24. 2. All valves controlling the flow of water to the sprinkler system shall be equipped with a, tamper switch and be monitored by an approved monitoring company. 3. Individual bays andlshell building shall comply with NFPA 101, Chapter 24, for New Mercantile. 4. All required exits to remain unlocked during, the time the building is occupied. 5._- All underground service to sprinkler system to remain uncovered until after a pressure test has been done. 6.: Thisloffice to be called at least 24 hours in advance for all inspections.- CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS dry 24 HO R NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY. DATE SIGNATURE. CURVE DELTA qwus ARC TANGENT CRORDG 1 80'06'22" 30-.00 41.94 25.22 38.61 N 8 "8"W 2 21'31'01" 625.00. 234.71 11B.76 233.34 N 30'"TJ6"W 3 89'36'19" 30.00 46.92 29.79 42.28 S 44'53'22"E-" 4 26'42'20" 560.00 261.02 132.92 258.66 S 13*15'57"W 77'16'03" 435.00 586.63 347.68 543.18 S 65'15'09"W \5. p 45-27-09" 515.00 408.55 215.71 397.92 S 81.'09'36"W +. 90'00'00 30.00 47,12 30.00 42.43 Nr 8 11'30'05" 775.00 155.57 78.05 155.31 9 91'33'40" 30.00 47.94 30.83 43.00 N,., 10 �3'45'32" 435.00 332.23 174.69 324.21 N82'00'24"E: 11 h\'16'03" 515.00 694.51 411.62 643.07 N 65'15'09"E" 12 ��333 1'10 29.00 1.78 0.89. 1.78 N 21'41 33"W 13 1�4" 29.00 6.17 - 4.11 8.14 S 56'51'46"E 14 2 34" 775.00 29.89 14.95 29.88 N 21'02 15 'W 15 9'1 0" 775.00 125.68 62.98 125.55 N 26'47'17W 16 38 49�" 435.00 265.20 136.87 261.11 N 77'35'34"E' 435.00 67.02 33.58 66.96 S 80'1'40"E' 3 18 22'46 � 515.00 204.75 103.74 203.40 S 87'30'12"E 19 54'29 18\ 8'43'34 "`. 515.00 489.77 265.18 471.52 N 53'51'47"E 20 435.00 66.25 33.19 66.19 S 30'58'55"W 21 37'03'S6" �� 435.00 281.41 145.83 276.53 S 53'52'39"W 22 31'28'34" 238.97 122.58 235.9E S 86'08'54"W 23 10'01'34" 135.62 67.98 135.44 S 36'26'49"E 24 18'59'25" 223.73 112.90 222.70 N 31'57'54"W '. 25 21*31*39" N7' 272.27 137.76 270.67 N 30'42'06"W 26 21-31.01" 21'31'01" 272.40 137.83 270.80 N 30'41'47"W 27 26'42'20" 253.49 128.26 252.01 N 30'42'06"W 28 279.66 142.42 277.14 5 13*15'57"W29 54'01'16" 475.00\ 640.57 379.65 593.12 S 65'15'09"W 30 16'37'12" 16'37'12" 725.00 447.85 242.14 431.45 S 76'52'32"W 32 4'54'27" 725.00 210 \a 30 105.90 209.57 N 28'14'33"W 32 62.10 31.07 62.08 N 39'00'23"W JAMES A. KIRBY 111 REGISTERED LAND SURVEYOR 1919 ORANGE AVENUE P.O._P.UX 1826 FT. PIERCE, FLA. 33450 (305) 464 -9621 t 4 U C t E COUNTY . � II CANAL T 0 a z e � feNbl f J L—VICOS AO GMNMNI f0. f N z "xl � rr SI EM 61 I yJ f jU.IVE 0 jf {pry 95 Now � r / J / � LeNet Y NONEWS A F 7 I f PROJECT NEI LOCATION �LI L Y —PALL" � INDEX OF SHEETS COVER 2-3 HORIZONTAL CONTROL 4-5 DRAINAGE AREA MAPS 6 S.R. NO.70 INTERSECTION IMPROVEMENTS 7 ENTRANCE ROAD PLAN AND PROFILE 8 PETERS ROAD PLAN AND PROFILE 9 PETERS ROAD STRIING FLAN IO-II GRADING, PA�ING'AN D DRAINAGE PLANS 12-13 GRADING, PAVING AND DRAINAGE DETAILS 14-15 WATER DISTRIBUTION AND SEWAGE COLLECTION! SYSTEMS PLANS I 16-17 SEWAGE COLLECTION SYSTEMS PROFILES 18 WATER DISTIIiRIBUTION DETAILS 19 SEWAGE COLLECTION SYSTEMS DETAILS -20 LIFT STATION 21 ry SPECIFICATIONS A, r 'MAY 2 0 M15 0Ct?ER SHEET RLAN 2 [20321PF: 87151 1501 08—Apr 88 07:45 / 87 151-1 i` ^ ° �^'::�..a...^lxaataareA`m'"..�.,� 31e` ..wv�wu4.• o. =W&�r,W0.1�u�' . a.,,..xvvwssaai. �' LINE BEARING DISTANCE 1 S 6405515811 E 15.00 2 S 1905515811E 73.50 3 N 34017136" W 80.88 4 N 27006154/1 W 46.75 5 S 8904113211 E 74.88 6 N 83022'06" W 14.88 7 S 19055'58" E 2.57 8 S 3401713611 E 5.01` 9 S 83022'06" E - 81.56 - 10 N 8905414711 E 83.00 11 N 19056'35" W 100.87 12 N 19055'58" W 20.12 13- N 6901912511 E 115.07 ,DELTA CURVE RADIUS ARC 1 45000'00" 65.00 51.05 2 80006122" 30.00 41.94 3 91033'40" 30.00 47.94 4 90000,001, 30.00 47.12 5 02012'34" 775.00 29.89 6 04054'27" 725.00 62.10 7 16037'12" 725.00 210.00 8 03031'10" 29.00 1.78 9 05045'44" 475.00 47.77 10 16008'24" 29.00 8.17 11 08043'34" 435.00 66.25 12 89036'19" 30.00 46.92 13 09017'30" 775.00 125.68 14 08049'41" 435.00 67.02 MANUFACTURERS" OUTLET CENTER m fico OD 0 (:5 O _ 0.0,. _ _ m -1 3 3 in rn 11 N:70'04'0 Co n coo E I - I o m m o z II N C " N N " N r N u J 0 r>: o c l I I I 1 1'" f- I I ITYP) I I I I I I I v L I I i Q-J I I I I I I I I I I 1 1 I L/ e p N 70.04' 02".. .E 546:31 a . E 95.60 1° N 70*04'02".E 546.87 r - N 700 04' 02" E 533.80' m 3. p. m O In - 1n In y .. 'to w Z CD C' 0 y O m 15' z S 700 04' 02" W 575.22' ' '- LB L7� S 70.04'02"W 623.64 ? 214.75 58.00 57.32 '59.64 59.64 59.64 59.64 I'i� 55.00 N 7Y) m H H IH I H H V °C w -i m 00ro a) CD tn ul 11 m umi U). o L 13 - w w w Co. In in. Lo m = .o S 70 • 04' 02' W 195 °;° ui uLn m1 m M a w m u1 w cN. CDm. � � I .Q in ., m rn m m 450 2.7 09 sgto `\Im o 46.33 59.64 0.0 ` 59.64 I. 55.w (6 n' 7 co N to H=475 00 L=313 B a N 70'04102'.E 220.61 0 J 37•51 09 1475.00 . 4,101n PARCEL 2 R=: ' @ li r. 1n c' i54o.0116d, � •SS. rn a m W.. 0 h J CU /^\ 'c) V SCALE FEET 50 0 50 100 ANDREWS AVENUE Off„ �= 430 4532CD R-4 5.00 n \ n=34° 55' 52" Re435.0 0 �'. 0 `265,20 / 3 332,2 0� 4.3/0..��o ,� a,. 0 2g 34 03" n z 6 g3 AN N r p/ �• 31 o: ry • 4 00 9 • p 8 'n 37.5'R 44.0 L e 238.97 R = 435.00 435.00 2° 6=370 03' 56° EZ o p 1 o / 4'S¢0 [Y.O�-46.51. PARCELi .-CD _ 1 y7� �i -m r Ir to S 70° 04 02 W 100.0 0 -LD - =mom m. 2)� _ ; 3p, R 66 ,Oo. QD LAK E E 1 A J R5 to o. 6J z 398.47 186.63 85.32 S 55° 561 24 W N v. S 70° 0402W 271.95 _ IO OKEECHOBEE ROAD !HORIZONTAL CONTROL DATA I BY DESCRIPTION REVISION DRAWN BY: T L. I CHECKED BY: 7� DATE. APR l L 1988 JOB No. 87- 151 KEY MAP NOTE: HORIZONTAL CONTROL PREPARED BY J MES A KIRBY III $ R.L.S., 464-9621 LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 ST. LUCIE COUNTY SEAL SCALE. / 50, DR. No. 87-151- 02 2 ,.o r�' x.>x n i x4X iPhk ' won. z LINE BEARING DISTANCE 1 S 64055'58" E 15.00 c 2 S 19055'58" E 73.50 ITt 3 N 34017136" W 80.88 4 N 27006'54" W 46.75` m 5 S 89041'32" E 74.88 6 N 83022106" W 14.88 ' 7 S 19°55158" E 2.57 8 S 34°17'36" E 5.01 - 9 S 83*22106" E 81.56 m 10 N 890 4'47" E 83.00 11 N 19056135" W 100.87 s 12 N.19055158" W 20.12 -1 13 N 69019'25" E 115.07 ' 14 N 14055158" W 15.00 15 S 64055'58" E 15.00 16 N 64055'57" W 5.00 17 S 64055'57" E 5.00 ' CURVE DELTA RADIUS ARC I 1 45000'00" 65.00 51.05 2 80006'22" 30.00 41.94 3 91033'40" 30.00 47.94 4 90000,001, 30.00 47.12 5 02012'34" 775.00 29.89 6 04054'27" 725.00 62.10 7 16037'12" 725.00 210.00 8 03031'10" 29.00 1.78' 9 05045'44" 475.00 47.77 10 16008'24" 29.00 8.17 11 08043'34" 435.00 66.25 12 89036'19" 30.00 46.92 13 09017'30" 775.00 125.68 14 08049'41" 435.00 67.02 NOTE: HORIZONTAL CONTROL PREPARED BY: DAMES A. KIRBY Ill , R.L.S. MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY HORIZONTAL CONTROL i DATE BY DESCRIPTION REVISION I � \ 25 \ I \ SCALE FEET 50 0 50 100 A S AVENUE r \ \ °9 a >o O„• \ \ � oeEE o: \ ��o EEGtH F Vic', KEY MAP 9� I 211 0 0 \ \\ \ S• 0 \ O4• N \. 0 m \ F \ o�, hh e0 0 C2 02 O FIELD: �/YI DRAWN BY: J. C. CHECKED BY: A DATE. APRIL 1988 Joe No. 87 - 151 SEAL LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS A SURVEYORS i?! ii T n ('j '119 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 IUPITER, FLORIDA 334E8 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE. I" = 5 J DR. NIOi 87- 151 - 03 SNEET 3 of 21 MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY CONC.DUMPSTER PAD SEE DETAIL I I 0 i ryh 0 h'l h0 � I A ti 0 I I I I) I 'I I I I 1 1 I U I I I I' I I I f lob l 11 1% l FINISH FLOQR EL. 22.20 z�- SUBBASIN BBASIN 5�9 6 ' 9ee• !y ,5 %L° `v ti .�� v�. �Js _q, ter---- 'L `L ti _ �L R. �+ �. ti i ti `l, • A cp o. 1 i p ti 5°o toto %y.. ..ice I �5A /o •Q ti 6II0/o) O"ih I. ( r -�. -.� ..�� Ni ti nAlu '"DRY T ENT-1 —: AfiEA AI \v ti A 0° 1 _ • ,'• • �e•e••♦ �l •• SUBBASIN 2 eeeeeeeeeeee• OKEECHOBEE ROAD DRAINAGE AREA MAP DATE 0 h 4u J U V SCALE FEET 50 0 50 100 0 lb \ O ti0otiro U// ti°�ry , .-�- 1 nj 00 �pti ti°.00000 � oti� do SUBBASIN 3 I I I oi ll� y j 1 b CRY RETi NTION AREA 'l8 ti_ ti Rp A pTi • • � I J SIN- ,.. LAKE I • CONTROL EL. 15.0 iI I DRY RETENTION ARE • 1 A C I• I iaeNNN•N•4?••N••N••4Se •e• •eNe e•aaaa�eeeeeeeeeN•NN•NNNr��"=�� e N eeN e• e• ee•• BY DESCRIPTION REVISION FIELD: DRAWN BY: R. ✓ ��1. l CHECKED BY: 7i A DATE: APRIL 1988 3os NO. 87- 151 SEAL ANDREWS AVENUE --------------- KEY MAP LEGEND 00000000 SUBBASIN BOUNDARY LINDAHL, BROWNING, FERRARI:& HELLSTROM, ZINC• VA' Z 0 19$8 CONSULTING ENGINEERS PLANNERS & SURVEYORS i.. 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BO 727 SUITE.420 SUITE 205 JUPITER, FLO IDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE: 1 50 DR.; 87- 151-04 SHEET 4 01 2I \ ` i w MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY i 5 ° • FINISHED FLOOR \ \ SUBBASIN 5 EL. zz.zo°1q •cb\ • _ _ ,t- \� �� • \ pc __-_5 o CS0 I % . \ti0 p I \jK f(\ryq �\ 'L\�,S \1q ryFq ry\`q ry Pq I ,�q ryvNq 1ry\�q ti��q \^q ry09 ry0 ryOti \ \ H H H H H aq �� q R��pp I I I � \ IT! q � \ ti � I�H 1 I i�.� ,. �g" .50 .SIN 4 �� °�,ti°o�. , 50 ti• rya �ti \ SK \ �p� 4i � q • O p� .5 o/c, ryOti a ..r---- • 'l • • � 90e ti°� a 1 0�5 •• i , I I ry •• \ 1 .5°/ I° L ti° I°!0 do '0s�y n a • ° • �. • \`l �° • ' •"*� °/ 04 qg a� ��' q"' • �� ti°' ti° �'' LAKE 2 • •• _- •• q • • ^� L CONTROL EL. 15.0 • .1 �0••� ••00 ••• • �.. Elf .. t�q000 .-- • •• O •• • - •. • • ••• •••• i •• _ SU�SIN- 7- ••• PETERS 000*0000 ••• 00 •0 DRAINAGE AREA MAP DATE BY DESCRIPTION REVISION FIELD DRAWN BY: R.J. CHECKED BY: 7�� DATE: APRIL 1988 10B NO. 87 - I51 /m� �� SEAL V SCALE FEET 50 0 50 100 ANDREWS AV �e spa ` aaaa� aaa � w e�� e a e a � a KEY MAP LEGEND 00000000 SUBBASIN BOUNDARY n LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. iYIpn��{�IMI` CONSULTING ENGINEERS, PLANNERS 6 SURVEYORS 2 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDV33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE. I" = 50' DR. NO 87— 151-05 SHEET 5 O/ 21 S.R. 70 PAVING SPECIFICATIONS SURFACE: MATCH EXISTING TYPE AND DEPTH OF ASPHALT ON STATE ROAD 70 2" MINIMUM RIGHT PRIMER: TURN LANE A PRIME CO,AT OF SS-1H EMULSIFIED ASPHALT SHALL BE APPLIED AT A MINIMUM RATE OF 0.10 GALLONS PER SQUARE YARD. BASE: BASE SHALL BE 8" LIMEROCK OR CEMENTED COQUINA SHELL MATERIAL, COMPACTED TO 98% OF MAXIMUM DENSITY AS DETERMINED BY A.A.S.H.T.O. T-180, AND EXTENDED 6" BEYOND THE SURFACE COURSE. COQUINA SHELL TO BE PIT CERTIFIED. SUBGRADE: SUBGRADE SHALL BE STABILIZED 12 THICKNESS OF GRANULAR MATERIAL, EXTENDED 12" BEYOND THE BASE, HAVE A MINIMUM 40 PSI L.B. AND BE COMPACTED TO 98016 OF MAXIMUM DEN- SITY AS DETERMINED BY A.A.S.H.T.O. T-180. SUBGRADE SHALL BE THOROUGHLY ROLLED IN ITS ENTIRETY WITH A MULTI -RUBBER TIRED TRAFFIC ROLLER BEFORE ANY FIELD INSPECTION IS MADE. SHOULDER: TO BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. SECTION 120. SEED AND MULCH IN ACCORDANCE WITH F.D.O.T. SECTION 570. SOD ALL SLOPES STEEPER THAN 4H:1V IN ACCORDANCE, WITH F.D.O.T. SECTION 575 (1982 EDITION). STRIPING: SHALL BE IN ACCORDANCE WITH F.D.O.T. SECTION 711(THERMOPLASTIC). NOTE: 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH ST. LUCIE COUNTY CODE, AND/OR FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, 1987 EDITION. 2. THE CONTRACTOR MAY SUBSTITUTE THE SUBGRADE ABOVE BY PROVIDING A 12" BASE ALTERNATE (DOUBLE COURSE) ON COMPACTED SOIL, IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS. SEE SHEET 9 FOR ADDITIONAL NOTES ON PAVEMENT MARKINGS MATCH LINE STA. 2+00 (SEE SHEET 7) I IMIS , I I Z s= RELOCATE I o EXIST. STOP SIGN R/W Exisr. PowEe POLE EX/S r. C. M.R EXIST. C.N.R Q�POP EXIST. /Sr.SIBNlrvP1 j2' PAVED SHOULDER 3 _ — d -- --y -- ---- --- --- CONS BAR 24'STOP l Ex/sr. Pav'r. 30(t I10' CONTROL RADIUS / y ;f 22,4,�' 7 INLET I, \Ex/sr. GRASS /BLAND k/ F J _ 12' 30400 J Polk 4"WHITE 6' 10'"/ 36(.) 4" SOLID WHITE SKIP( BY OTHERS) EXIST PAV'T ( BY OTHERS ) R/W MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY SCALE FEET 50 0 50 100 SOLID WHITE,.. Z POWER POLE (TO BE RELOCATED) Sr. FAV END OF L.A. R/W LINE \lam\ --- STA.31+ 26.20 STA.1+00 100' NO STORAGE 22.5 31+00 �\ ' 1 OKEECHOBEE ( S. R. 70 ) Wo- 4"SOLID WH F' L.A. R/W Ll '_f{ITE—x —. -e x X /2' PAVED SHOULDER 180' EXIST. WATER VALVES TAPER 4 SAWCUT&MATCH EXIST, EDG OF PAV'T. 4' PAVED SHOULDER �-..♦� ' E" J 22. 3 4WHITE 6'-10'-/ SKIP //Ex/sr. PAv'T z2.7 �1 22, 9 *� 11 /GRASS ISLAND `I�EXIST /NLEr _ ` 1 �ORIBINA4 ♦` OKEECHOBEE ROAD STA. 0+00 ( ENTRANCE RD. ) STA.30+77 (S.R. NO. 70 PL A N SCALE l "= 50' S., R. N0. 70 INTERSECTION- IMPROVEMENTS I 24(il EX/Sr. PA v'r. NOTES: I. SIGNS, STRIPING & REFLECTIVE PAVEMENT MARKERS SHALL BE APPLIED/INSTALLED ACCORDING TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MOST RECENT EDITION) & FD.O.T. INDEX NO. 17346 1987 EDITION. 2. TOPOGRAPHICAL AND SURVEY DATA PREPARED BY JAMES A. KIRBY III, P.L.S., 464-9621 DRAWN BY: G.V. P CHECKED BY: /V' DATE, APRIL 1988 DATE BY DESCRIPTION JOeNO. 87- 151 REVISION IMA SEAL LEGEND - PROPOSED PAVEMENT LLLJ - EXIST. PAV'T. TO BE REMOVED 21.5 X - EXIST ELEV. QD - PROPOSED ELEV. -�' -FLOW DIRECTION ANDREW$ AVENUE `---------- ------------------- ('t a I KEY MAP LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. MAY 2 01988 CONSULTING ENGINEERS, PLANNERS 4 SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCAM I" = 50' DR. NO 87- 151 -06 SHEET E Or 21 MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY CONCRETE q DUMPSTER PAD �� q 8 SCREEN ENCLOSURE (SEE j EL 174 5I 151 3% 1 2 % EL. 19.9 (MAX. SLOPE)3 DEPTH VARIES R. 11 1 MAX SLOPE) I SECTION D-D SCALE FEET 50 0 50 100 47.: ARCH. PLANS) - p EL. 16.6 (LOa 4,1 y� l//yy*`fl ;',\ 1 I'r `pNr AIJ� 11 w�2�, a \900 171){'i1�A ,, O I o pp R a 6 BBB Q 9 P A 9��986 B / V B �eb o, wN I I e°1 3. fl eB P A l , �a g yea IL - �e Oh s1e x� qp _ f ti OK`EECHOBEE ROAD GRADING, PAVING AND DRAINAGE PLAN DESCRIPTION REVISION 1 � q(vST,°'•? $ P� , OAAI(!i T LE Yv fiUTArA ��y �� v �--a y p{��-yam TOW L yy r r Al 4 Y r. I N V. 14.5 rya. 5. f1ElDi DRAWN BY: r,/, CHECKED BY: %' 4 DATE APRIL 1988 JOB NO. 87- I5/ SEAL NOTE: ALL INLETS ARE TYPE ItEto LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE: / 50 DR. NOS 87- I5/- /C SHEl* / O OF 21 e®I KEY MAP MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY GRADING, PAVING AND DRAINAGE PLAN DATE BY DESCRIPTION REVISION FIELD: DRAWN BY: T. L.J. CHECKED BY: DATE: APRIL 1988 JOe NO. 8 7 - 151 SEAL SIZE REFERENCE NO. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES EXISTING CONTOURS LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS d SURVEYORS MAY 2 0 1988 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE: I T = 50 DR. NG 87- 151- 1 1 SHEET I I OF 21 �I MAINTAINED " WATER EL. 15.0 — t :I7 CONCRETE COLLAR I .'r I SEE REINFORCING DETAIL ) I' t a U) r C. M. P.R. M. P. BAND PER SPECIFICATION I' I. NOTE1 COST OF CONCRETE COLLAR SHALL BE INCLUDED IN I PRICE BID FOR PIPE. (TYP. ALL OUTFALLS) CONCRETE COLLAR ASSEMBLY B CONC. CUR B• �E.O P q A CONTINUE FLUME 5' 9 1'— 6" 9 PAST TOE OF SLOPE r-5' WIDE SOD EACH I I I SIDE OF FLUME I VARIES MIN. 0.5% SLOPE I B SECTION B - B FLUME DETAIL 1 20, MAINTENANCE EASEMENT 20' MAINTENANCE EASEMENT (IF P\/FR PI ATTFII) LAKE 3 SECTION 3'-0" _ 1 t 3' tt ...,.' T31, SECTION A -A VARIES (NOTE: SEE RETENTION AREA DETAIL) q f y� Iy O �F S( LAKE 1 S 2 SECTION MANUFACTURERS' OUTLET CENTER • i, "•0'. .., •;. FOUR-r3 DOWELS ( 1' - 6" ) • V G.M.P. �� A • •. CONTINOUS LOOP OF 43 r.�,:• '..1+•.. 1 . • REINFORCING STEEL ,f' . ( 2 REQUIRED ) CONCRETE COLLAR REINFORCEMENT IOE OF SLOPE 3 5• n, 730 B 4.75' TYP. 74.75 TYP. 1A1 L 911 11 I milmil,Po 2 1/2" K 2 1/2" a 1/4""AN@LE� CASTING WITH 3/16 11 K 6 ANCHORS WELDED AT G" O.C. 3/4" CHAMFERED EDGES AT EXPOSED CORNERS B CONCRETE WALL — FORMED IN PLACE OR PRECAST W/NO. 4 BARS AT 12 0. C. E. W. BM NO. 4 BARS AT 12" 0. C. E. W. E. 0. P. U' 1 CONTINUE FLUME 5' _6 911 PAST TOE OF SLOPE —5' WIDE SOD EACH SIDE OF FLUME I MIN.0 PLAN VAR] ES B SECTION B - B FLUME DETAIL 2 TYPE INLET "A" "B" "C" "D" bmA IL 15.65 C 2-4 3 -0 2'-0" 1 3'-1" 1 235 LOS. 35.23 E 3- 4 4'-4-1 3- 0 4- 6 465 LBS. 58-201 H 1 3 -4 1 6'-6-1 3- 0 1 6- 7 725 LBS. a • �• 7A•I• a• • 4'. O CROSS SECTION GRADING, PAVING AND DRAIN -AGE DETAILS u —N 3-0 911 I.-611 (jY 4" s. 3" SECTION A -A VARIES 73" /1 CAST IRON GRATE e " STANDARD INLET COLLAR 9 WITH NO. 5 BAR CONT. ♦'•. a • • LONGITUDINAL SECTION STORM INLETS 1/2" PLASTER REGIARED ON BOTH SIDES OF INLET AROUND PIPE DRAWN BY: G. V. P. CHECKED BY: 7%A DATES APRIL 1988 JOB NO. 8 7— 1 5 1 F' Q' VARIES DRY RETENTION AREA DETAIL (ALL RETENTION AREAS EXCEPT AS NOTED) 1.5� EL. 18.80 24" R.C.P. EL_10.50 _ EL. 18.0 0.4' CIRCULAR .°• �. BLEEDER EL. 15.0Nl' 24" 1 ". R.C.P. ° `a. EL. 13.40 -• p I I 1 • •o I 1 •Q D — _ • 'D: SECTION A -A 9'.- O" 6'— 7" EL. 18.80 rA GRATE " 1.5'WIDE WEIR °r"r• s EL . 18.0 N.G.V.D. 0.4'CIRCULAR BLEEDER e EL. 15.0 N.G.V.D. 15.0 8^ 24" R.C.P. p, 13.40 I / I` 24" R.C.P. —T i— R?C 1P. \I a o EL.10.50I EL.10.20 SECTION NOTE FOR ADDN'L_ INFO. La A CONTROL STRUCTURE SEE D.O.T. INDEX zol TYPE H INLET LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS 6 SURVEYORS �� 2 ®�'� 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 IUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE: N. T. S. DR. NO, 87- 1 5 1- 13 SHEET 13 Of 21 ST. LUCIE COUNTY DATE I BY DESCRIPTION REVISION SEAL CONST. 8 G.V. S-3 CONST STUB & PLUG(2) CONST. INV.EL.10.26 CONST40 40L.F.-8" L. F. - 8" 1 P.V.C. CIDPV.C. OD 0.40% 0.40%� CONST. SAN. M.H. # 7 RIM EL. 2-0.98 S. INV EL. 11.18 E. INV. EL. 10.00 W. INV. EL. 10.10 N. INV. EL. 10.10 CONST SAN. M.H. # 8 RIM EL. 21.24 S. INV. EL. 11.91 N. INV. EL. 11.81 MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY CONST. SAN. M.N. #9 RIM. EL. 20.69 E. INV. EL. 12.77 N. INV. EL. 12.67 ;ONST. PLUG & 2 11 BLOW -OFF POINT OF SERVICE FOR CONST. 20 L.F.-811PVC. FIRE SPRINKLER SYSTf ,CONST. 8'x8' TEE CONST 8" G.V. CONST (2)-II. 1/4° BENDS 58°DOUBLE CHECK 5 VALVE ASSEMBLY DUMPSTER P BURY LINE EL. 20.5 (BY OTHERS) CO S F. _ T CONST 35OL.F - 8" PV.C. O 0. 40 %1 3 P.V.C. o a 5 25' 50 5 50' 50 2 � TAP 8 2" METER( Y OTHERS) TYPICAL 25' BAY TT,*5 (2)-8"G.V. E5 /8 P.V.C. W.M. CONST. 8" TEE ' - _ _ CONST. SAN #10 1 - _M 0.26 ' E. I N V. 'E L. 140.4 CONST. 293L _ W. INV. EL. 13.94 0.40% \ 6" SAN. SERVICE CONST. F.H. `., ASSEMBLY CONST 8% 8%6" TEE CONST. 8"x 8" T E E CONST. 8"CHECK VALVE CONST. SIAMESE CONNECTION CONST. 8" G.V. /CONST. 8" P.VC. FIREMAIN B" P.V.C. FIREMAIN )NST. 300 L. F - 8" P V. C.' 0.40 50 1 50' 1- - 50' CONST SAN. M.H.# 6 RIM EL.20.60 E. INV EL.8.50 W. INV. EL.8.60 DEFLECT W.M. TO CLEAR STORM STRUCTURE .(TYP. ) �r 'J P PARCEL 1 ,\\ I 8„ PVC. W.NI. 1?0 _ 5 — — — — — — — — — — — — — — — — — — LAKE CONST. 8" G.V. CONST PLUG CONST. 140 L. CONST. 12"x 12% 8" TEE &2"BLOW-OFF I^_°PVC. WI. CONST. 100 L.F. 12 PV.C. REMOVE EXIST. PLUG S-2 T. 12" G.V. S-I CONST 12' G.V. OKEECHOBEE ROAD WATER DISTRIBUTION AND i SEWAGE COLLECTION SYSTEMS PLAN 5//z/ga G, n Misc. DATE BY /per Ufi/ify Ca DESCRIPTION REVISION FIELD: F 6 DRAWN BY: %L.✓. CHECKED BY: 7 � DATE APR/L /988 F tiF F� WSJ PARCEL 2 B"PV.C. INV. EL' 16.30 CONST. 61 SAN. SERVICE 60 L.F. PVC o / CONST SAN. M.H. # I I RIM EL 2081� W. INV, EL. 15.60 �o 4u Ue co SCALE FEET 50 0 50 100 LEGEND S-I SAMPLE POINT & NUMBER 1 SINGLE SANITARY SEWER SERVICE v WATER UNDER NOTE; NO POTABLE WATER USE IS TO BE ALLOWED FROM THE FIRE LINE. LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS A SURVEYORS kll l 2, u 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 IUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE: / 50' DR. NO: 87- 151 - 13 LSME111 /4 Or 2/ JOB NO. 87— /5/ SEAL CONST LIFT STATION \' 50 SOLE FEET50100 IIfWATER -SERVICE ,,,—CONST 217 L.F W/ HOSE BI BB \�G 10"" V.C. co 0.30% ( SEE SHT 20) POINT OF SERVICE FOR \G FIRE SPRINKLER SYSTE61 \ \5 LAKE 3 8°PVC. W. M.—CONST. SAN. MH# 2 LEGEND CONST`.81X:6"TEE RIM EL. 18.50(+) (FIELD ADJUST) CONST. 450 BEND 2' 8„ PVC. CONST. 6 CH CK ° VALVE 'el G.. \ E. dNV. EL. 3.00 -FIR MAIN O \ W:INV. EL: 2.90 a� Y S. INV. EL. 4.09 CONST. (2)- 45° & 22 I/2° S-I SAMPLE POINT 8 NUMBER C N T FIR BENDS G H D A T S Y -� CONST. 40 L.F 10" P.V.C. (P IVA E S-4 CONST., X\ 0e STUB CD 0.30% & PLUG 1 SINGLE SANITARY SEWER SERVICE CONST. SAN. M.H. # 4 �t CON�N C ON BniFIRE MAIN. 0 4jv � INV EL. 3.12 � i 2 RIM EL.20:45 CONST. 45 BEND WATER UNDER dp N. INV. EL 6.00 \ Sp, C T6 FIRE IN \ C0 ST. SA N. M #�RO P) RIM EL. 20. 2 . r ¢ 5 CONST. 270 L.F B PVC.a� 0.40 /o E.INV EL. 13.87 S. INVEL. 4.85 � r o \ 7T N.INV. EL. 4:75 T P 30" p \\ CONST. 6,, P. V C. FM. I: 5 � ( Y .) 8 PV.C. \ , 50 5O" 50" 50' 50" 50 S0 50" 50" F�3, c°3 FIRE MAIN\\ \ OINT F SEAVICE FOR \ ;IRE S RINKLER 'SYSTEM 6" P.V.C. AlC: C@NST.Sit E� CONST. SAN. M.H.#5 FIRE MAIN is N$T.� C CHECK VALVE & G.V. RIM EL.21.05 2 Q `` N. INV. EL. 7.20 \ W. INV. EL. 7.30 SSA G? 81 DOUBLE CHECK VALVE ASSEMBLY(<gY OTHERS CONS . G.V.' S, 6 AM+FE�IiEWS, AVENUE o \ \ CONST SIAMESE!: p CONNECTION- ° \ \ S � \ � CONST. 8'1G.V CONST. 8 r \\ \\ONST.\45° a22.1/2°.BENDS CONST FIRE p Z HYDRANT ASSEMBLY Sp' j ESE \ . 11' (PRIVATE) \\ \ V) p \ \ \ CONST SAN. M.M.# 12 L. ' � RIM E20.77 � I rn _ L 6 � � NV. EL. 15.00 . / \ \ DUMP TER PAD(TYP.) `` C3�� / CONST. " I / i �CONST. 60 L.� PLUG a 2!'BLOW-OFF . yo � � i^'� � S-5 A �� p0 �' / / CO T „ TEEit O PROPOSED 6" E / E ONST. (2) 8 / \ F.M. K (BY OTHERS) KEY MAP „ CONST6 TAPPING VALVE &SLEEVE LAKE 2 — <� LLLLF LL ASSEMBLY FH. ASSEMBLY DEFLECT WM. TO //hO CLEAR STORM S-6 STRUCTURE (TYP.) / r� 8,PVC. W.M. _.5' — — — — a CONST. 8"z8*x6 `IJ' 17 / NOTE: NO POTABLE WATER USE IS It/ TO BE ALLOWED FROM THE —co §-T G.V. 900 BEND 1 FIRE LINE. Irl- L________ PETERS (BY OTHER,S) PROPOSED FM. MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY 4.. WATER DISTRIBUTION AND SEWAGE COLLECTION SYSTEMS PLAN op M/X. A&V ,0er Ufi/ify Co. DATE BY DESCRIPTION REVISION I! FIELD. DRAWN BY: T. L. J. CHECKED BY: DATE. dl�VIZ JOB NO. 87 - I' I SEAL I LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORI A 334" STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 1" = 50 IDR.Na 67— 151 15 1 SHEET 15 OF 2 I 15 L 15 r a M N V v z MEMO MISSION E I =-- -E_ - N 11 0 E-- oou0000rNru■■■r NN r rN■ N■■o�1rN■■ o■N rror orr reN N p I■ ■e■■n■M■■ ■moll■ ie ni■ i■■■ NNE■ iE ■■■iM■■■niie■ ■i■■ ■ i Ia MEMO mom 1■•I� ■■aaa$e■■aN��i�: ■■■a$N.■e■$ ieeaeMoe■■■■aoae$o■■■a■ ®■ I IOEMMEm■$■■■aMEMO�Ia$■■■■■$■E■a■iiiit$� meal ■ ■ e■■■■■■■i ■ aa■a®■aa®�a■a$ Immoomm eeNMEN ■e■■N■ ■■■ ■■■ ■ rri ■■■ ■ ■■ ■■■■e■■■�1 ■■ ® N ImoM meO NMI 11■ e■N ■E■■■■e eN ■■e ■ ■■■■ ■■ ■e■ ■e■ sail' I■■Ma. . aaa.11..aa: ...■ .$a :.....aa..Naa N.. ...a■ e■■eeaai� ®loom $Na$$ .■.■ $ ■=a$$a $ _ •$$$N =$$'= a = °a$ = •a _ IMEE! ■ E■■ .. ...■ . .. ... . ... 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MEMO .a ..a....._ . . p , 1 1■■a■1O$ N■■ IIe■■ ■■■■n ■ $■■■ •■ ■■ ■ ■ ■• ■NN■■p ■ME IIM ■N n■ ■■ ■ ■■o■ ■N■■ en ■ a 1••a■ a •� area ■ a•aa■ e■ N ■■■ ■O 1 2: Y1:: ■® laa■N■■■ a■■■II Nn■ ■■aM ■■■■ ■■ •Mi s II N" l ■■■■■■■II■ •iias • a �ii• N•■ • _■ • ■■a •• N�� 1 !' aaa ' ■ i •Nam 1II a •01 a III a® aipp • • pl I 1 _: - s • —�� ®®ai®i®L�s:��ia®■NN��■�■NNIN ��® MANUFACTURERS` OUTLET CENTER ST. LUCIE COUNTY '}- 11T1 lb' 1 f 7 ICI1 SEWAGE COLLECTION SYSTEMS PROFILE FIELD: DRAWN BY: T. L. t/ CHECKED BY: 7�4 5//2/BB G/? M/9C. I?ev ar !/f/llly- G'O D';ATE: APR/L 1988 DATE BY DESCRIPTION REVISION JOB NO. 87-/5/ r 20 5 10 5 N ■ ■■ a■• e ■ ...a 1 ■■■ as loom■■■ 1•a■•■!aa ®aaa 1■ ■Me■ MOROSE MISSION MESSES SOMMEN 1$MOMMEW 11®®paMISSION 1■a Iie f SCALE: HORIZONTAL I" = 50' LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. VERTICAL 1'01 = 5 CONSULTING ENG IN E£RS,PLANNERS&SURVEYORS MA 4261NDIA TOWN ROAD 951 COLORADO AVENUE 177 SOUTH SECOND STREET P.O: 13OX 727 SUITE 410 ' SUITE 202 JUPITER, FLORIDA 33459 STUART, FLORIDA,33494 FORT PIERCE, FLORIDA 33450 SEAL SCALE: AS S OWN AII. NOe ,Q7-/5/-/6 5C1EET' _/ OF * °'x AIF rMl 0M■1 IF NMI IN hs MORem ., ®\ `W II .. a •• ew A it 11 M71A AC'lb lMMOiM®I IN i INV AI Z. • IF VARIES LIMIT OF HYDRANT n ASSEMBLY 0 4 �16,1 SQ. XT x 4" CONC COLLAR TRAFFIC TYPE FIRE HYDRANT WITH 5 1/4" VALVE OPENING OR 6 r24" SQUARE x 8" [CONCRETE COLLAR i . o TEE 3/4" STAINLESS STEEL TIE RODS (MIN. 2 REQD.) 15" SQUARE x 4" CONCRETE PAD NOTE' ALL FITTINGS TO BE MECHANICAL JOINT TYPICAL FIRE HYDRANT LE TT E RI N G WATER ON COVER FINISH CONC. PAD 16 1v GRADE I' SQ X 4" THICK � z IN UNPAvE D Q AREAS 2 =3 CONT I I o � _ L .I AC'.'STABLE ( CrUJ ED VALVE PDX ��; >� GATE VALVE -4- VALVE SETTINGS 1I ' 3/4 COPPER TUBING OR SCH. 40 PVC z 2 THE EXCAVATED HOLE FOR THIS aOINSTALLATION SHALL BE BACKFILLED NATURAL I TO NATURAL GROUND AFTER CORPORA - GROUND itl TION STOP HAS BEEN TURNED ON AND TUBING FLOWING FULL. IT SHALL RE- MAIN IN THIS STATE UNTIL AFTER THE SAMPLING HAS BEEN COMPLETED AND APPROVED. it R li In CORPORATION STOP -AFTER SAMPLING IS COMPLETE SHUT, OFF CORPORATION \� STOP, REII TUBING AND PLUG CORP. WATE MAIN STOP WITH BRASS PLUG. (Me— a SAMPLE TAP LOCATION NOTE: WHERE POSSIBLE SAMPLE TAP SHOULD BE A FIRE HYDRANT OR BLOW -OFF. TYPICAL SAMPLE TAP MANUFACTURERS' 0 OUTLET CENTER z ST. LUCIE .COUNTY m LIMIT OF UTILITIES AUTHORITY INSTALLATION WATER METER 2" GATE VALVE 90° ELBOW PLAN VALVE BACKFLOW PREVENTER (/7m ///."///.J%//.J'///.%- PROFILE GROUND ELEVATION PROPOSED DRAINAGE PIPE 0 G" D.I.P. LOWER E" W.M. TO _ALLOW A MINIMUM OF 8" CLEARANCE 12" SPOOL 90• ELBOW 12..MIN rFINISHED 16''MAX +GRADE L-4" D.I.P. (10' LONG) r (i) 5/4" TIE ROD$ W/GITUMINOUS OR GALVANIZED COATING (TYPICAL) WATER MAIN LOWERING DETAIL G 2" PVC SERVICE PIPE WATER METER/BACKFLOW PREVENTER ASSEMBLY DOMESTIC' SERVICES ( METER SIZE 1-1/2" & 2)' ) TYPE D-112 .PLAN METER BOX FINISHED GRALE PLUG ' 2" GATE VALVE It II 2" PIPE PEA ROCK 45' BEND II M.J. PLUG TAPPED 2 SECTION BLOW —OFF DETAIL De D.LR 4G• D.I.P. G[ND MECH. JOINT W/ANCHORING FITTINGS ( 4 REQUIRED I NOTE: WHERE POSSIBLE WATER MAIN SHALL BE DEFLECTED BELOW STORM PIPE WITHOUT FITTINGS PER MANUFACTURERS RECOMMENDATIONS. LIMIT OF UTILITIES AUTHORITY INSTALLATION PLAN OS BY GATE VALVE 90e FLANGE/ FLANGE ELBOW - 12" SPOOL 90• F NGE/ FLAN ELBOW FINISHED GRADE DOUBLE 12"MIN CHECK VALVE 16"MAX D.1. PROFILE SERVICE PIPE BACKFLOW PREVENTER ASSEMBLY FIRE SERVICES d sues i Th,u ..coon see 6. D nge 2. Th.l'ne mrnec ass used as tce 7.D- hvge crossused as elbow 3, Dasnl change elbow 8. Tbru hn, cnnnrcslon, wye 4. Dbedion mange r.1-1, bend 9. HYdrant �onom 5. Dul`bon change, tee used as eibo" ' L\ # - RESTRAINED JOINT Series 1300 Joint Restrainer Nate - the following joints must be was.a0X restrained in all applications: A.) Bend - Inlet and Outlet E.) Caps B.) Tee - Outlet Branch F.) Plugs C.) Wye - Outlet Branch G.) All joints on Hydrant runouts D.) Offsets - Inlet and Outlet L-MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING ( FT.) NON. PIPE SIZE SAND ELBOWS (deg.) VALVES TEES DEAD ENDS 2 lU 22', 45 90 6 2 3 5 8 3 3 4 7 10 8 4 3 5 8 12 9 6 4 6 10 15 11 8 4 7 13 20 14 10 5 9 15 25 18 12 6 10 17 29 21 VALUES FOR "L" ARE BASED ON PVC PIPE AT 150 PSI OPERATING PRESSURE WITH A 100 PSI SURGE ALLOWANCE INCLUDED. WHEN DEPTH OF SOIL COVER IS LESS THAN 2 FT., VALUES FOR "L" MUST BE INCREASED BY 30%. WHEN DEPTH OF SOIL COVER IS LESS 1-2 OF PIPE OUTSIDE DIAMETER, VALUES FOR "L" MUST BE INCREASED BY 100%. WHEN PIPE IS PARTIALLY OR FULLY EXPOSED, ALL JOINTS MUST BE RESTRAINED. EXAMPLE: A 12 INCH PVC PIPE BEING INSTALLED IN _ NOTES: SANDY SOIL, ENTERS A 45 DEGREE HORIZONTAL 1. ALL CAST IRON FITTINGS (''SHALL BEND. BE RESTRAINED BY MECHANICAL JOINTS FROM THE CHART THE MINIMUM LENGTH (L) TO BE RESTRAINED (UNI-FLANGE SERIES 1300 OR APPROV- IS 1'7 FEET. THEREFORE ALL JOINTS THAT FALL WITHIN 17 ED EQUAL). FEET BEFORE AND AFTER THE ELBOW MUST BE RESTRAINED. IF NO JOINTS ARE ENCOUNTERED WITHIN THIS DISTANCE, THE 2. PVC PIPE JOINT'S WHICH ARE NEXT CLOSEST JOINT DOES NOT NECESSARILY PAVE TO BE CLOSER THAN THE MINI^aM RESTRAIN- RESTRAINED. ED DISTANCE (L) SHALL BE RESTRAIVED B`.11,CHANICAL MEANS (UNI-FLANGE 1350) THRUST RESTRAINING V4ALVE PRESSURE GAGE r VALVE #2 18" 18" MIN. MIN. DESIGN GRADE _ MAXIMUM TRENCH WIDTH 2x. PIPE DEPTH+ W POTAUPPLY. z o�/,7\�DOUBLE STRAP SADDLE AND O PLACE AND COMPACT �Q BACKFILL SHALL BE PLACED CORPORATION STOP REQUIRED. IN 6" LIFTS \ z IN 6 MAX. LAYERS, EACH u W 1 4 iO LAYER TO BE -MECHANICALLY x -- TAMPED TO A MINIMUM OF NOTES: w ZO PIP O.D+24IN. Z'> 98 % OF MAX. DENSITY AS Z H MAX. WIDTH x u DETERMINED BY AASHTO 1. BOTH VALVES SHALL BE KEPT CLOSED EXCEPT FOR FILLING, 36 MIN. z > J a x METHOD T- 180 FLUSHING, AND BACTERIOLOGICAL TESTING PURPOSES. COVER a 4 Co Y 2- GAUGE AND RISER TO BE REMOVED AFTER PRESSURE TEST. cr M X " z u (r W 3. ENGINEER SHALL BE NOTIFIED BEFORE FILLING AND FLUSHING. 121 2 0 m 0 0 4. AFTER BACTERIOLOGICAL CLEARANCE, SECOND VALVE IS TO BE o o MAXMAX In w LEFT OPEN WITHOUT VALVE BOX. Ix z z w F o 5. PRESSURE TEST PUMP CONNECTS TO SERVICE LINE OR BLOWOFF. NO EXTRA > = — o > 4 a, TAPS ARE PERMITTED UNLESS PRECEEDING ARE NOT PRESENT IN TEST SECTION. z z 4 z v 4 a CC a v v)ED w HAND PLACE SELECT MATERIAL LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL TYPICAL TRENCH DETAIL WATER DISTRIBUTION DETAILS 5 l /2/ag G. 151 M/Z/ pebl 1�ler Uri//f Co DATE BY DESCRIPTION REVISION FIELD: DRAWN BY: GV P CHECKED BY: DATE: APRIL 1988 JOB NO. 87-151 rt DOUBLE VALVE DETAIL oil LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. MAY 2 0 1988 CONSULTING EN(ANFERS, PLANNERS & SURVEYORS Is 951 OLORADO AVENUE 117 SOUTH Sf COND STREETPO BOX 27 SUITE 410 SUI IE 202!JUPITER FLORI A 33458. STUARTELORIDA 13494 FORT PIERCEI LORIDA 31450 SHEET IS OF SCALE N.T.S., 4.R.,Md; S. -1 J 21 ELEV. AS SHOWN MANHOLE FRAME AND COVER TO BE ON PLAN U.S.FOUNDRY AND MRS CORP. 33A DRAWING No.170,. OR EQUAL _ I. 67A.ty' ROUT FRAME L. ADJUSTING PRE ST RINGS 2 0" BRICK AND SS AR AS NECESSARY a. (4*MIN., 12".M .) J . O PRECAST REINFORCED CONCRETE MA o ° e ��.: SECTIONS ACCORDM BITUMINOUS COATING .s, TO ASTM C -75 IN ¢- INSIDE AND OUTSIDE (TYPE II CEMENT 1 f 3 ' (2 COATS ¢ w B NOTE: w THE FIRST PIP AT w �- ALL INFLUENT AND �- : 'EFFLUENTS SMALL BE ow JI1I -DUCTILE IRON IPE W1. z w I 4' 0�. _ a DICKEY URETH NE �i- �" JOINT AND A AXIMUM ml OF2'-0"LENG H. p BASE AND FI ST SECTION OF MANHOLE H ... ' - WALLS SHALL BE CAST AS A SIN LE. UNIT:- '.. s ... ✓ RAMNEK PRE FORMED - a 1:3- CEMENT GROUT FILLET ° FLEXIBLE PL IC p 3. JOINT SEALANT, OR !i SLOPE GREATS .THAN ...4 �/ FT .EQUAL, AT AL L JOINTS.. 61, �. 4-GROUT MIN_-, rF `.'�. - , Na 4 BARs Q" O.C. EACH WAY = TO 6' DEEP = 8" TO 12' DEEP = 10" OVER 12' DEEP = 12" - TYPICAL MANHOLE SECTION GRADE (SEE PLAN). NOTE. THE FIRST PIPE AT ALL 6 GROUT INFLUEMT'AND EFFLUENTS L— FRAME SHALL BE DUCTILE IRON ° PIPE WITH DICKEY 8�� 20, r6^ URETHANE JOINT AND.A MAXIMUM OF 2'-0" LENGTH I A. N EACH. C SEE TCAL e MANHOLE SECTION .` FOR CONSTRUCTION SPEC- IFICATIONS. e - i 6"MINIMUM ENCASEMENT .7 INFLUENT BRICK PIPE I DROP CONNECTION a REQUIRED WHERE - I� s DISTANCE FROM INVERT- y OF INCOMING SEWER TO • v e MANHOLE INVERT IS 2 0 ICI, OR GREATER. 6MINIMUM e - ENCASEMENT I ALL OR v•.'a• �' PIPING SHALLI'a'.- 4-0" BE DUCTILE'' 8' IRON PIPE.. y � EFFLUENT -ILLET �I Ir. y I � :. 1'No. 4 BARS ?"O.C. EACH WAY TYPICAL DROP MANHOLE SECTION MANUFACTURERS" OUTLET CENTER ST. LUCIE COUNTY -. 5` OFFSET FROM BU LDING w z o W f 0 0 1/11 BE NO O u 0 00 OF PIPFF I I- PLUS 1 -.O' aGROUND I , p 6" ID 70,6" TEE BRANCH p J� °.a :45' Wx 6" .:TEE.. TYPICAL LATERAL SERVICE CONNECTION DESIGN GRADE + MAXIMUM TRENCH WIDTH 2XSEW R DEP TM♦ z -- z /♦ _ 0 Q PLACE AND COMWT IN B* LIFTS F 3 BACKFILI IN 6" MAX. HALL BE. PLACED LAYERS, EACH w D'2 LAYER TO I E MECHANICALLY F. x W w a TAMPED T A MINIMUM OF z. w p PIPE O,bf 24IN• I _> 98%OF. IAX. DENSITY. AS w z MAX. 1v10TH _� x DETERMIN ED BY AASTHO o- z > np = >' METHOD T 180 V W Ir J /- LL O MAXI MAX N.J W I *o; W an w > i = iL.Q 2Q W au♦O rw-. 'HAND PLACE -i-- ' SELECT MATERIAL LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL SANITARY SEWER PIPE BEDDING DETAIL I EXISTING PIPE L J_ - TAPPING SLEEVE -TAPPING VALVE TYPICAL TAPPING SLEEVE & VAVLE DETAIL j j NOTES: 1. INVERT CHANNELS TO BE CONSTRUCTED SMOOTH FLOW WITH NO OBSTRUCTION.. 2 SPILLWAY SHALL BE CONSTRUCTED BETWE PIPES WITH DIFFERENT INVERTS ELEVATION PROVIDING FOR SMOO I FLOWS 3 CHANNELS .FOR FUTURE CONNECTIONS CST I S SHALL BE CONSTRUCTED, FILLED WITH SAND AND COVERED WITH I 'W ORTAR. FLOW PATTERN FOR IN, ERT CHANNELS fIEID, DRAWN BY, T. L.J. CHECKED BY: y SEWAGE COLLECTION DETAILS y�i2j� �� MiSc. rev r�� Ufa/rt Go DATEi APR/L /988 DATE BY DESCRIPTION REVISION JOp W. 87-75/ LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE: lrr= 50 DII 87-15/—/9 SHEET l9 p/ 2/ 11 229_5 BOTTOM SLAB WET WELL 1 WALL ..PIPE -I GROUT FILLET. _I 1 I I I I i I ,1Nf W[NT PIPE I 1 L------------ ---� NOTE TOP SLAB NOT SHOWN FOR CLARITY.. PLAN _ LOCKABLE ALUMINUM COVER, COMPLETE W T11 ALUMINUM COVER STAINLESS STEEL ACCESSOR'ES7 STAINLESS STEEL u UN.\FLEX STYLE �-- 8-4 3150 COUPLING / r».5(TOP B BOTTCM) , 5' LONG » T I 3� I HOSE BIB WITH BACKFLOW DEVICE 8 6 FORCE MAIN / \ 5( O'P B LONG �I! T�1 " THREADED CORPORATION 5' LONG STOP W/PRESSURe OIL FILLED I 1. GAUGE 1 I If( / z. NS ITOPB 6" PLUG R9(TOP a BOTTOM) —�/ BOTTOM; EACH 6"CROSS a 9 LONG SIDE OF OPENING 1�B.- TOP SLAB ET WELL TCP; PLAN NOTES 1. TOP SLAB NOT SHOWN FOR CLARITY. 2. VALVE;;, PIPES 9 FITTINGS ALL 6" I.D. 6" 018Y RESILI NT - SEAT GATE VALVE ,0, 0 �a x CHECK VALVE LOCKABLE 30 'x 48" ALUMINUM COVER D I COMPANION FLANGE EL. WITH BRASS NIP*6"- COUPLING TO QUICK CONNEWALL CONNECTIUNAFLEXCOUPLING IS 5 AT 12" EACH WAY TOP 8 BOTTOM (SEE "TOP SLAB REINFORCING PLAN" FOR ADOITIONAL 'INFORMATION) FEMALE QUICK �B';,, CONNECT COUPLING 6' 5" WITH PLUG(4') ��'jl .I u1-- 2�PIPE 47 C2 SLOPE GROUT Fit L ET P E ,+ T R ,, P —� )� T C2 � • 2 CLR 3" CLR T` 7 7 73 .. f 8'-4'S0. LOCKABLE M 5 AT 12EACH WAY ALUMINUM COVER VALVE PIT HTAI SAFETY CHAIN HOOK _ EL. 16.30 L 14.30 -.I 10 'X4'REDUCING ELL 05 AT 12' EACH WAY (SEE *TOP SLAG REIN.FORINO CABLE HOLDER FOR ADDITIONAL EXIST. ND. PLAN' O 0 L STAINLESS STEEL S LE S ALL BOLTS 8 NUTS T 0 BE 3 4 STAINLESS N E 4 FT. INFORMATION) A - 0 a L SS 0 D G..I BAR BR CkE OE + 1 .3�,.G.V D. 9 FINISHED GRADE I v2' 1* MIN. FLOAT SWITCH CABLE 40FT. MIN. CORD ON PUMPS -X COVER B OPENING IN TOP SLAB SHALL BE LARGE ENOUGH TO ACCOMODATE THE INSTA I. I E T E WITH l ` I I f 1 1 I L J I. -GOT i0Y1 i j -S LONG. ! -1t INSULATED THROAT 1 sI I I BUSHING FRONT DOOR. UMP STATI N 12 05(TOP S BOTTOM) ONTpOL PA El ---'t CONTROL PANEL EACH SIDE OF OPENING �UTURE YEGEMETRT' PROTECTIVE. - ENCLOSURE 3 VALVE PIT pA:NEL CONTROL PANEL AREA PLAN ELATION OF 6 SEWAGE PUMPS(ULTIMATE) /NERSEY FOP-W REDUCED PRESSURE VALVE, BACKFLOW /REVERTER i �' VALVE NOSE BIBB TO BE _ S/A" IIOSE BIBB -GLOBE TYPE FASTENED TO CONTROL CENTER TIIr A REQUIRED TO BRONZE - - " I M UNTCONTROL x P NEI t • ARY LIGHT L I i ROE MOUNTED) o f - ',• j;... VENT HOLES I F N19NED. 6RAOE. 1 1 CONCRETE 1"B.S. PIPE- I CROSS BREAK •� P WITH SCREE9 STEM WALL FUTURE +L REOPOENE GASKET TELEMETRY O�Oi'� 5.• � CABINET (AT J�� FRONT DOOR (PUMP 40' VALVE PIT FIN. GRADE REARDOOR) II CONTROL PANEL ` ACCESS) / POWER C.O. !I. FRONT VIE , I. (� METER DOOR EQUIPPED WITH PAD ! I�-0�� TYPE HANDLE _OCK NOTE ALARM MORN i LOUVERS BOTTOM. ALL B. LTS, NUT B WASHERS REQUIRED FOR ASSEMBLING OF WITH a ,.. FRAMIN SMALL BE STAINLESS STEEL HOSE BIBB DETAIL SCREEN 0" a 2 CONTROL PANEL - FUTURE TELEMETRY PANEL I i I. VA FLANGE .INSIDE 85T , B SE73 ANCHOR ELECTRICAL CONDUIT I L _ CHECK VALVES M a H OR CLAW W/COVER - 2" 6 GATE VALVES O.SaY. KENNEDY OR HULLER —f B' I. D. PRECAST WET I 1 M 9 0' { B LT3 I/2 a6 NOTE ATTACH E 'L09URE TO STEM •ALL WITH A MINIMUM HARDWARE (NUT, OF S STA 'ESS STEEL DRILLED ANCHORS C T LDCKWASMER ! `.. IL I Ii B FLATWASHERh ENCL 5URE FOR CONTROL PANEL 40 !� WELL SECTION, AST GRADETO MATCH C-478 w/AYE RO= I BEND EXIST GRND ELEV yU f ^T..LOCK LINING j & 6> OR FLATTER `. -. '_I I ( (�'` �.. � � SIDE °VIEW �1 1� j I STAINLESS STEEL SENSOR CABLES CHAIN OR CABLE • - 2' PIPE AT POWER CABLE I 02 SLOPE TO CHECK INFLUENT IS .� VALVE PIT ALARM ON _ go,. , S' MIN NOTE: LIFT STATION SHALL LAG PUMP ON ' _ _ _ _ E DISCHARGE PIPING JE BE SET TO GRADE. STAI MILE 33 LEAD- PUMP ON . STEEL'OUIOE Raw — _ _ — — BAR WITH • A INTERMEDIATE PUMP OFF 7� SUPPORT GROUT FILLET �115 DISCHARGE ' MEAD — �. '+ UNAFLLtX EARTH 310E TCLR. • ., r STYLE 3130 i.. .: • �I' .. ..• FLEXIBLE COUPLING ! CLRT 1 II'•1•30. 05 AT 12' EACH WAY TOP a GOTTOM MINIMUM 6� E-O• � MAX � F NOTES: LADDITIONAL 5.I CY MINIMUM OF CONCRETE MUST . BE 01 FLO ►IREAN • POURED AROUND LIFT STATION BASE TO PREVENT FLOTATION. I. 2. ALL INTERIOR CONCRETE SURFACES OF WET WELL WILL BE ' COVERED WITH 2 COATS AMERON "T"-LOCK" '• FLOW-� + -- INCLUDING UNDER SIDE OF LID. LIFT STATION SECTION" •� NON -SHRINK G. OUT e• i E RET ELEVATIONS DESCRIPTION A 20.30 TOP SLAB FINISHED GRADE B 2.0 INFLUENT I! ALARM ON C 1.0 LAG PUMP ON 0 0.0 LEAD PUMP ON E (-)2.0 PUMP OFF F (-)4.0 TOP OF GROUT G (-)4.5 TOP OF BOTTOM SLAB H (-)5.83 BOTTOM TOP OF BOTTOM SLAB - 14.30 VALVE PIT ELEVATION SCHEDULE MANUFACTURERS" OUTLET CENTER ST. LUCIE COUNTY U011ER RI GIA B !I WALL CONNECTION , al N , QUIPMENT MOUNTING WRACK S 0 WET WF,LL I ! j W SAFFTY HA N :.IR 1p 017WEA CABLE CABLE - I j I I -71- , SAN. M.H. PJ MPSTATION CCN TR,,L ;. ✓ GROUT Fact. - .( j PANEL FOR CL RE NOT FUTURE TEl YE TR7CABINE T: SHOWN FOR CLARITY! YIN S' DI HOLE 5 FOR STAINI, F53 5TEtI ANCHOR NO( T , �. FLG aPLAIN -SMALL BE DRII:LEO A MINIMUM OF ♦.' INTO 1 END PIPE .DOT TOM. OF WFT WELL If BOLTS 5M1 L. at \ GROUTED IN PLACE WITH `NON-.3MRI:K 0 R 0 0 7 .ALL ANCHOR SOL T3 NUTS. a WASHER TO BE STAINLESS STEEL--- -- -- -URI-FLAM49 ADAPTER DUPLEX PUMP INST LLATION INTERIOR BIDS OF VALVE PIT LIFT STATION CONTROL PANEL REQUIREMENTS: THE LIFT STATION CONTROL PANEL SHALL BE PROVIDED WITH THE FOLLOWING ITEMS: A. LIGHTNING ARRESTOR. B. PHASE MONITORS. C. PUMP RUNNING LIGHTS AND LEVEL LIGHTS WITH PUSH TO TEST CAPABILITIES. D. ELAPSED TIME METER FOR EACH PUMP. E. AUTOMATIC PUMP ALTERNATION CIRCUITRY. COMPLETE WITH TEST SWITCH. F. HIGH LEVEL ALARM LIGHT WITH FLASHER (RED NON— BREAKABLE LENS). LIFT STATION r I 1 I 1 NEMA f HUB ANDREIWS AVENUE 11/2' PVC,10Sc UNION O ' f IF �It.ROU9E-MIND! EYS RUSSELL e STOL4-7E CH. b 2 2 BLOW - OFF S' B'I P.V.C. MAIN !SEALING FIT ING GENERATOR RE CE PTA & PLUGj I FINISHED6RADE L PUMP SCHEDULE SIZE IGPMITDHI RPM I HP IREMARKS # 1 411 180 1 70' 1750 15 �E 2 411 180 1 70' 117501 15 )E - PUMP SHALL BE MODEL R4SEH 1502-4. MANUFACTURED BY PEABODY BARNES (EXPLOSION PROOF ) 5//0/aa oTlv 770. del per llti/if Co. DATE by DESCRIPTION REVISION !! 1 GROUND .__. ROff` AND. CLAMP TO WETWELL 1 SERVICE !TO SERVICE ENTRANCE HAND ALARM LIGHT _ I1,-4„ 8'-4"1 --� I I HOSE NOTE I BBB 1 I I ALL FEEDER CONDUIT ENTRANCES S ALL BE STAGGERED 5 -01 VALVE I _ FITTINGS FOR EAST REMOVAL FOR"3[ VICE ENTRANCE AND I PIT 1I. '.ALARM LIGHT ONLY, A NEMA 4%MUD; IS REQUIRED (NO I L-----� SEAL OR. U.MJON).. - L-- --� CONTROL PANEL in CONTROL PANEL, ELEVATION LOCATION PLAN SCALE: I" = 10' FR Wt DRAWN By: J.C. CHECKED SY, rn DATE: APRIL, 1988 JORNO• 87-151 LINDAHL, BROWNING, FERRARI 6 HELLSTROM, INC. , CONSULTING ENGINEERS, PLANNERS A SURVEYORS 1"F"y 2 0 1C GJ 10 CENTRAL PARKWAY 190S SOUTH 25TH STREET RO. BOX 727 SUITE 420 SUITE 20S IUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 334SO SCALE, AS NOTED ION. No. 8 7 - 151 - 20 1 sNEET 20 OF 21 0 _ GENERAL NOTES: 1. THE LOCATION OF ALL EXISTING UTILITIES ON THE PLAN N IS AP- PROXIMATE. THE CONTRACTORSHALL LOCATE AND EXPO E ALL :EX- ISTING .UTILITIES SUFFICIENTLY AHEAD. OF CONSTRUCTION TO ALLOW -. REDESIGN BY THE ENGINEER IF.SUCH:UTIL.ITIES ARE FOUND TO BE - DIFFERENT THAN SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER :IM- PROVEMENTS SHOWN ON THESE PLANS AND ALL OTHER UTILITIES AND OTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR SHALL ASSUME i; ALL RESPONSIBILITY FOR REPAIRS OF UTILITIES AND OTHER .:IM- PROVEMENTSDAMAGED DURING '-CONSTRUCTION AND SHALL SUFFICIENT PROTECTION TO ALL UTILITIES REQUIRED. 10 PREVENT { THEM FROM DAMAGE AND TO PROTECT THE PUBLIC DURING CONSTRUC- TION. THE CONTRACTOR SHALL REPAIR ANY DAMAGED UTILITY OR IMPROVEMENT AT. THIS EXPENSE. ` 3. ENGINEER, THE CONTRACTOR SHALL C ONTACT THE .ENGI T . PIERCE , UTILITIES -E AUTHORITY THE FLORIDA DEPARTMENT OF -T ANSPORTA- N SOUTHERN BELL AND .ANY OTHER UTILITY THAT TI0 , MAY. HAVE FACILITIES IN THE AREA, AT LEAST 48.HOURS '.PRIOR T COMMENCE- . - MENT OF CONSTRUCTION. 4.- T. BE HELD BETWEEN PRE-CONSTRUCTIONMEETINGS ARE 0 THE T. S LUCIE COUNTY ENGINEERING :DEPARTMENT, FT;.. PIERCE UTILITIES !, AUTHORITY ENGINEER OF RECORD, AND CONTRACTOR PRIOR TO.COM- MENCEM1ENT OF CONSTRUCTION.- 5. CONTRACTOR MUST :NOTIFY THE ENGINEER 48 HOURS PRI R TO .'TYING INTO ANC EXISTING STRUCTURES AND HAVE AN INSPECTOR PRESENT. 6. THE COIil.TRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTS AND S.I=ALL SUBMIT REPORTS BY AN INDEPENDENT STATE CERTIFIED ENGINEER. - E BY THE N R APPROVED ��Y A TESTI NLTa LABORATO 7. ' N:-TE NATIONAL ELEVATIONS ERE. ARE BASED 0 H OD TIC GEODETIC E E DATUM OF VERTICAL .DATUM OF 1929. d. THE SE4'UENCE OF CONSTRUC'`T.,%-N SHALL BE SUCH THAT .ALL UNDER GROUND'L$STALLATIONS OF E'17•E"RY KIND (INCLUDING SPRINKLERS) N:. I" . SHALL .BE.. PLACED BENEATH T,1„`''PAVEMENT AND ITS EDGES D RIOR TO , PAVEMENT SHALL THE CO�}STRUCTION OF THE Pk', THE PA r. L NOT BE i- OUT WITHOUT PRIOR :APPROVAL"�O:F THE ENGINEER. I: 9. UNLESS OTHERWISE VOTED p„CONSTRUCTION INSPECT.I N WIL.L BE PROVIDED BY THE ENGI NEAR^' AND IS REQUIRED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER"A,T LEAST 48 HOURS BEFOR dEGINNiNG CONSTRUCTION .AND AT LEAST-24 HOURS BEFORE-REQU'IR NG INSPEC- TION ON EACH AND EVERY,�',PHASE OF WORK AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO T`k`IO AND INSPECT THE WORK. lb. CONSTRUCTION SURVEYING W'I`LL,-BE PERFORMED BY THE 'SURVEYOR . AP- PROVED. BY THE OWNER. THE CONTRACTOR: SHALL ASSUME... THE i' RESP01$SIBILITY OF PROTECTING ALL SURVEY. STAKES AND MONU- MENTS.SURVEYINGCOSTS SHALL BE BORNE BY THE CONTRACTOR. .. . r' 11. CONTRACTOR SHALL MAINTAIN IN A SAFE PLACE AT TH SITE'0'NE III RECORD COPY OF ALL DRAWINGS,, SPECIFICATIONS, ADDENDA, WRIT- TEN AMENDMENTS, CHANGE ORDERS, WORK DIRECTIV CHANGES, FIELD ORDERS AND 4:WRITTEN INTERPRETATIONS''AND CLARIFICATIONS .. IN GOOD ORDER AND ANNOTATED TO 'SHOW ALL CHANGES MADE DURING - R WITH CONSTRUCTION. THESE RECORD DOCUMENTS TOGETHER ALL AP- PROVED SAMPL ES AND. A COUNTERPART OF ALL APPROVED SHOP DRAW- INGS WILL BE AVAILABLE TO ENGINEER FOR REFERENCE. UPON COMPLETION OF ..THE WORK, THESE RECORD DOCUMENTS, .. .: AMPL ESAND r:. SHOP DRAWINGS WILL BE DELIVERED TO ENGINEER FOROWNER. 12. W ALL.. BE TREATED- AS ATE SEWAGE FORCE MAINS SH. MAINS IN - REGARDS TO STANDARDS OF MATERIAL SPECIFICATIONS, CONSTRUC- TION AND:: TESTING. 13. ' WORK, `B CONTRACT ^ F THE, SUBSEQUENT TO �OMPL ETION. 0 T T PRIOR 0 SUBMISSION OF THE REQUEST FOR FINAL PAYMENT, THE CONTRACTOR SHALL PREPARE IN DUPLICATE, .RECORD DRAWINGS OF COMPLETED SITE CONSTRUCTION .SHOWING rFINAL LOCATION '.BY ROAD. AY CENTER- LINE STATIONING AND/OR OTHER. ACCEPTABLE MEASUREMENT, ALL LINESFITTINGS, VALVES,,S V Ai I TAR Y OR, DRAINAGE STRUCTURES, . . ETC., ALL REVISIONS TO THE ORIGINAL PLANS, REQURED DEPTHS AND INVERT ELEVATIONS, AND ALL .INFORMATION NECESSARY TO LO- CATE A46/01R OPERATE THE' IMPROVEMENTS CONSTRUCTED UNDER. THIS CONTRACT. 14. �NTEE.ALL WORK AND MATERIALS THE CONTRACTOR SHALL GUAIt,A FOR A PERIOD OF ONE YEAR FROM THE DATE -OF.PROJECT ACCEPTANCE, MATERIALS DURLNG WHICH ALL FAULTY'Cp:NSTRUCTION AND/OR .ATE I S "SHALL .' .. BE CORRECTED AT .THE CONTRACTOR'S EXPENSE ! :. 15. CLEARING 9ND GRUBBING .SHALRIGHT : - OF OF -WAY F ARKING . AREAS 'LAKES AND r UTILITY EASEMENTS, SELECTIVE CLEARING OVER THE BALANCE OF THE SITE SHALL BE AS DIRECTED i.. ' F ALL BY OWNER OR HIS REPRESENTATIVE. : GRUBBING J STUMPS, ROOTS BURIED LOGS OR OTHER- OBJEC'TIO.NABLE MATTER SHALL BE TO I` A DEPTH OF 18". BELOW NATURAL GROUND. - L 16. DEBRIS REMOVAL: ALL DEBRIS SHALL 3E. .REMOVED. FROM THE AREA AND LEGALLY DISPOSED. DEBRIS MAY 3E BURNED:. UPOq OBTAINING i. PROPER BURNING PERMIT, BUT ANY 7NBURNED': REMAINII ARE TO BE DISPOSED OF AS DIRECTED BY THE OWNER OR iIS REPRESENTATIVE. 17. .. : M SHALL COMPLY 'WITH THE WATER AND SEWER SYSTEM FT . PIERCE UTILITIES AUTHORITYS' SPECIFICATIONS. - 18. T ADJACENT PROPERTIES SHALL BE. VEHICULAR ACCESS 0 D MAINTAINED ` :. AT ALL: TIMES. - 19. TRAFFIC CONTROL, BARRICADES:, ETC, SHALL: BE IN ACCORDANCE WITH THE FLORI`DA. DEPARTMENT OF TRANSPORTATION STANDARDS. 20. ALL UTILITIES THAT WILL BE ACCEPTED FOR OPERATIO4 AND MAIN- TENANCE BY THE FORT PIERCE.. UTILITIES AUTHORITY 'ILL BE IN- SPECTED. AND. CERTIFIED BY SAID UTILITY COMPANY. 21,. - - VI ALL FIRE SPRINKLER PIPING FROM THE POINT OE SER E INTO THEi BUILDING SHALL BE.CONSTRUCTED -:BYA CONTRACTOR :C'ERTIFIED BY THE STATE FIRE MARSHAL'S .OFFICE:. 22. THE WATER METER SERVICING THE OUTLET CENTER AND THE DOUBLE "I. CHECK VALVE ASSEMBLIES SHOWN ON THE PLANS SHALL B INSTALLED ' BY THE FORT PIERCE UTILITIE"S AUTHORITY. 23. circumference al entice CLCC A. fire lane snail be provided the f the building. The tire lane shall be at least 20 feet in width with the edge closest to the building at least 10 feet from the build- ing. Signs snail be. Posted every 100 feet. -In front and along the ides of the building, -.w'heresiaewalks arelocated, signs c: r shall be mounted on. poles at least. 5 feet above grow d. Signs ! ". a" . "-. n snail Hall. de 12 x0 witn". 2. letters. Lettering 1 s 9, e on both sides of sign (Fire Lane No Parking). Senina the building, where parking areas are adjacent to thebuilding.,. signs shall be mounted on the wall :of the building`. at least: 5:. feet above the ground .(lettering 1 side only). Fire.: lanes shall be striped,`4" ' stripes 5 feet apart the entire length of the fire lane. 411x12" letters (Fire. Lane No Parking) shall be painted at -18 foot 'in- tervals midway between signs. The designation, use, and main- tenaoce of fire lanes on Private property shall be accomplished I` as specifiedoy the Fire Marshal. Fire lanes and associatea striping and sigaage shall be subject to approval by the Fire Marshal... MANUFACTURERS OUTLET CENTER ST. LUCIE COUNTY GRADING AND PAVING SPECIFICATIONS.... WATER SYSTEM SPECIFICATIONS: 1 ALL ORGANIC OR DELETERIOUS MATERIAL :SHALL BE REMOVED FROM 1. WATER :MAIN SHALL BE:BLUE IN COLOR OR HAVE THE WORD "WATER WITHIN 10 FEET OF ANY AREA ON THE SITE WHICH IS TOBE FILLED PRINTED PERMANENTLY ON -3 SIDES :FOR THE LENGTH: OF TH S� OR AS DETERMINED BY THE ENGINEER. THIS INCLUDES ALL BUILD- . PIPE.'':.ALL PVC WATER MAINS " _LARGER, MU T BE CLAS 6 I.D:, ORS ING AREAS PAVEMENT AREAS, AND LANDSCAPED AREAS WHICH ARE 150 AND DR 18 ANSI/AWWA :`C900-811'AND SHALL BEDESIGNEDFO BEING FILLED.. ANY SUCH MATERIALS SHALL BE REPLACED BY AP- 150 PSI WORKIrNG PRESSURE..' �! PROVED GRANULAR FILL' WHICH SHALL BE COMPACTED TO 98% OF MAX-' ° IMUM DENSITY AS DETERMINED BY AASHTO.:T_180. 2. ALL FITTINGS SHALL BE iE. �.. . C.HANICAL 9..0INT CAST IRON C0NFO RMIN '-. TO R:EQDIREMENTS OF AWW ". .0 AND SHALL BE r.MENT MORTA C- L11 8 A C :':INSTALLATIONS S HALL BE CON- ' ITIES AND DRAINAGE� 2. A.LL UTIL CONFORMANCE LINED. IN CONF RMA CE, WIT. H.AWWAC 104 80 `LATEST .REVISION. : STRUCTED: AND INSTALLED PRIOR TO COMMENCING WORK ON THE ROADS. 3. . GATE VALVES 3" AND LARGER SHALL BE RESILIENT SEAT AN.DSHAL _-. MEET AWWA C o08_ $0-.SPE 1 IF:ICATIONS, LATEST REVISION. VALVE 3. ASPHALT CONCRETE PAVING SPECIF£CATI0N8 _ : MUST BE MUELLER CO. OR�, 'c : APPROVED EQUAL. APPRO, A.SUBGRADE FOR ROADWAYS SHALL HAVE A :MINIMUM FLOORIDA : 4. -FIRE HYDRANTS .SHALL 'BE TR.AFF:IC BREAKWAY MUELLER.CO.. CEN BEARING4VALUE OF'75 PSI: SUBGRADE FOR PARKING AREAS TURION MODEL. NO. A-42I3 OR APPROVED EQUAL. FIRE HYDRANT SHALL HAVE'.'.A MINIMUM FLORIDA BEARING VAL VALUE OF 35 PSI - M -SHALL BE INSTALLED R.. OF THE HOSE NOZZLE 18 THE CENTER ALL -SUBGRADE SHALL BE COMPACTED TO 98% OF MAXIMUM DEN- :- ABOVE 'FINISHED GRADE FAIICING THE STREET. SITY AS' DSTERMI`NED BY AASH'TO-:T-180. STABILIZE AS _ E. NECESSARY TO OBTAIN REQUIRED.FLORIDA BEARING VALUE. 5..' ALL WATER BE .POLY' HYL.ENE TUBING CONFORMIN T T TO.ASTM 0-1248 ANDr.D-21/37' WITH S R OF AND SHALL HAVE:. B. ROCK BASE SHALL BE COMPACTED TO 98% OF MAXI- LIME:A'SE COURSE WORKING PRESSURE OF 200'!:. PSI. - MUM DENSITY AS DETERMINED BY AAS HTO T-180• ALL • H REQUIREMENTS OF SECTION LIME,ROCK SHALL CONFORM TO THE REQU.I :ENT RESTORATIONS. SHALL 6.PAVEME.. BE CARRIIED.OU.T IN ACCORDANCE WIT. FLORIDASPECIFICATIONS EXCEPT . 311OF x'O.O.T. S.TANDARD.aPE�IcICATIONSTHE REQUIREMENTS OF-ST. ., a,.. NE :LUCIE -COUNTY ENGINEERING DEPARTMENT .,OUN THAT. THE MINIMUM PERCENTAGE OF CARBONATES OF CALC;UM a. ALTERNATE CEMENTED AND..MAGNESIUM SHALL BE 60$. AS N 7. ALL TRENCHING PIPELA LAYING, � `N. BACKFILL PRESSURE TESTING, AN , F� 0. I. SECTION ' 915.. MAY BE COQUINA SHELL ..ONFORM£NG TO _..0.. DISINFECTING . MUST' COM LY WITH THE F..P.U.A.:.AND ST. LUCI. �'... SU BSTI TOTED. FOR THE LIMEROCK. COUNTY HEALTH DEPARTMENT MINIMUM REQUIREMENTS. CONSTRUCTION` RE IREMENTS. 3. THE CONTRACTOR SHALL - ENLIST THE'' SERVICES OF A CERTIFSE v ,. _ C. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE TYPE S 1 ,_ TESTING LABORATORYFOR:THE, o. PURPOSE: OF TAKING BACT. ..RI OLOGICA MODIFIED AND SHALL CONFORM TO THE F.D.O.T. SECTION.331, SAMPLES AND TESTS.. EXCEPT THAT THE MAXIMUM AGGREGATE SIZE SHALL BE 1 /2 „ AND:`SHALLHAVE A MARSHALL MINIMUM 1000 CBS. S 9. ALL PIPE, ETC. SHALL BE TESTED UNDER.A. CONSTANT PRESSURE 0. 25.T FOR AMINIMUM UM £50 ' ` TEST OF 2 FOURS .AND SHALL NOT EXCEE�S D. PRIME COAT AND TACK COAT FOR BASE COURSES SHALL CONFORM THE LEAKAGE2L REQUIREMENTS ANSI/AWWA SPECIFICATIONS-J. AS PER B�I TO THE REQ:UIREMENTS OF SECTIONS 300-1 (THROUGH: 300-7 OF C600-tit LEAKAGE FORMULA: FLORIDA O.-O.T. STANDARD SPECIFICATIONS PRIME .COAT - Q. - SD Ve B APPLIED AT A RATE OF.0.25 GALLONS SQUARE SHALL E A. 333 2O YARD AND TACK COATI AT A RATE OF.=0.10 GALLONS PER SQUARE i YARD UNLESS A VARIATION: RATE IS APPROVED BY THE EN- L ALLOWABLE LEAKAGE 4 ALL % N GALLONS PER HOUR GINEER. : S = TOTAL LENGTH OF: PIPE TESTED IN FEET. D = DIAMETER. OF THE PIPE TESTED IN INCHES _ P = AVERAGE TEST PRESSURE IN POUNDS PER SQUARE INCH 10.. ALL 2." I.D. PVC WATER LINES SHALL BE SCHEDULE 40SOLVEi, WELD.'. 11. DISINFECTION OF MAINS SHALL COMPLY WITH ANSI/AWWA C-601-8 STANDARD BACTERIOLOGICAL SAMPLING' POINTS SHALL BE P DESIGNATED ON THE ENGINEERING PLANS. DRAINAGE SPECIFICATIONS ' 12. MINIMUM CLEARANCE BETWEEN STORM STRUCTURES AND WATER MAID I. PRECAST CONCRETE MANHOLES AND ".CATCH ..BASINS SHALL MEET THE SHALL BE L,AND MAXIM�7M .' ` -DE FLECTION PER EACH JOINT SHALL d REQUIREMENTS OF A.S.T.•M SPECIFICATION:C-478 AND ,64T,AND 3 DEGREES WHERE DEFLECTION IS REQUIRED." F.D.O.T.,STANDARD SPECIFICATION 425. 1:. 13.INS - .. 'STAL TALLATION: ILAI✓I ON OF WATER SYSTEM PIPE AND FITTING 2. CONCRETE FOR PRECAST MANHOLE AND CATCH BASINS SHALL HAVE A 'SHALL MEET THE REQUIREMENTS OF AWWA SPECIFICATION-C600-82. :. MINIMUM COMPRESSIVE VE STRENGTH OF 4000-PSI AT'28 BAYS. S ' 14. CLEAN'ING AND 'FLUSHING:( UPON COMPLETION OF THE PIPE INSTAL SHALL BE HELICAL -WOUND ALUMINUM ALLOY PIPE CON- : 3. ALL C.M.P.N L CATION FOR ANY:SECT�ON, THE MAINS SHALL B.E"THOROUGHL FORMING : TO THtE REQUIREMENTS OF. SECTION; 945 OF FLORIDA CLEANED AND FLUSHED. . HE CONTRACTOR SHALL DISPOSE OF AL D.O.T. STANDARD SPECIFICATIONS AND AASHTODESIGNATION .M-196. " WATER USED FOR FLUSHIING. V MANNER I� A ANNE WHICH WILL AVOID AN NUISANCE OR DAMAGE TO THE SURROUNDING PROPERTY. B R. TO AN.ANN LARCORRUGA- 4.PIPE ENDS AT JOINTS SHALL E FORMED E U ! rioN. 15. ALL SERVICE .CONNECTION$ :GREATER THAN 2" SHALL BE INSTALLE BY THE CONTRACTOR IN ACCORDANCE'' WITH. THE UTILITY COMPAN I.A. 5. JOINTS I.N CORRUGATED :ALUMINUM PIPE. SHALL BE WATER TIGHT. STANDARD .DETAIL F.P. SHA.LL:'''.INSTA:LL. ALL SERVICES AN ALL CONNECTING BANDS SHALL BE .CORRUGATED ANNULAR '.COUPLING BACKFLOW : PREVENTER.' FOR12": METERS. AND SMALLER METERS WIL N C NFORM'.ING WITH THE RE - BANDS LAP -TYPE WATER TIGHT AND 0 , r BE INSTALLED 'BY THE'UTILITY S REQUIRED COMPANY AS.RE RED DUUBL QUIREMENTS OF AASHTO M-196 PAR, 19 "COUPLING BAND". THE CHECK VALVE ASSEMBLIESION THE FIRE MAIN SHALL BE INSTALLE N SHALL BE MADE OF NEOPRENE GASKET' AT LEAST SEVEN JOINTS S L E BY THE UTILITY COMPANY.! INCHES:'(?") WIDE BY 3/8;" THICK FOR CULVERTS.36' DIAMETER OR :AND .NOT LESS THAN 0-12 WIDE FOR ALL SMALLER,1 / 16. CONNECTION TO EXISTING !SYSTEM: N0-CONNECTION SHALL BE HAD DIAMETERS. TO THE EXISTING LINESI . UNTIL PRESSURE AND BACTERIOLOGICA •�: TESTS`HAVEBEEN PERFORf�ED. AND THE SYSTEM IS ACCEPTABLE T 6 PPE REINFORCED CONCRETE SHALL CONFORM E I 5H L CONFOTO THE REQUIREMENTS THE UTILITY AND THECO(�NTY HEALTH.,. DEPARTMENT IN THE EVEN OF A.S.'T.M. SPECIFICATION C-76 CLASS III, WALLTHICKNESS THE PROPOSED MAIN IS TOi BE CONNECTED TO A MAIN WHICH HAS ON "B", LATEST REVISION, AND AS. MODIFIED 941OF OR MORE ACTIVE SERVICE$ BETWEEN TOE POINT OF CONNECTION AN .. FLORIDA D.O.T. STANDARD 'SPECIFICATIONS, LATEST REVISION.. THE FIRST EXISTING LINE . VALVE A -TEMPORARY PLUG OR CAP SHAL , '3E INS.TALLE.D. ON THE VIEW' MAIN UNTIL THE PRESSURE. TESTS AN 7 A R MATERIALS, AND METHODS OF CONSTRUCTION SHALL 3E . ALL JABO. , E S,_ N 11 DISINFECTING ARE COMPL LIT:ED. UPON3ATIS.F AC TOR YCO MPLETIO TN STRICT. ACCORDANCE WI:TH THE MYNIMUM ENGI'N:EERING AND .CON- - HE PLUG OR -aP SHALL11_s3E 3EMOVEi,D. FROM BOTH MAINS AND m H STRUCTION STANDARDS ADOPTED 3Y ST. LUCIE COUNTY AND THE. CONNE:C.TION ,MADE WITH iA SECTION !OF PIPE :VHI:CH HAS BEE PLANS AND CONSTRUCTION -.SP SPECIFICATIONS. WH:E:RE CONFLICTS OR. E - SWABBED OUT WITH A:SOLU41'ION ^ OF CHLORINE -AND r7APER:. THE SON OMISSIONS EXIST, ST. LUCIE COUNTY ENGINEERING STANDARDS - NECTION SHALL BE MADE AS SWIFTLY :I AS POSSIBLE AND ANY .DATE. A DICTATE. B TI SUBSTITUTIONS AND DEVIATIONS. FROM PLANS AND SHALL '. SU STI U N r .N THE SHALL BE KEPT o rH -BELOW THE LEVEL OF THE .H M ONLY WYEN :WRITTEN APPROVAL SPECIFICATIONS .SHALL BE '': PERMITTED PIPELINE SHALL THEN BE -. PLACED: IN SERVICE BY THE AUTHORIZE] HAS BEEN ISSUED BY THE ENGINEER PERSONNEL :`IN THE EVENT ANY EXISTING CUSTOMERS ARE WITHOU' - - WATER WHILE A`.CONNECTIO IS BEING MADE,. THE CONTRACTOR SHAL: TI NG:.DRAINAGE SYSTEM ARE r TO AN EXISTING 8. WHERE CONNECTIONS ' ;NOTIFY THE H N WHEN TH' WATER WILL BETURNED OF. "POPO ED' SAID EXISTING. DRAINAGE STRUCTURES, LINES AND : AND HE ESTIMATES SER'V ICE WILL BE RESUMED. :IN SOME IN DITCHES SHALL: BE CLEANED OFALLSILT AND OTHER DEBRIS PRIOR STANCES, THESE CONNECTIO:NS.MAY HAV';E TOBEMADE AT NIGHT. N TO SAID CONNECTIONS BEING MADE'. CUSTOMER .SHALL BEWITHOUT - WATER.'''.; SERVICE FOR :MORE ..THAN HOURS.. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE UN . A.' SOD AND SEED AND MULCH SHALL CONFORM TO F.D.O.T.SECTIONS .. DER THE DIRECTION OF THE " UTILITY' �S REPRESENTATIVE -VALVE 570, 575 .AND 981.. : SEPARATI'NG THE MAINS BEIiING'. INSTALLED FROM THE EXISTING MAIN SHALL BE OPERATED BY 0 UNDER THE (DIRECTION OF. THE UTILITY' SHALL CON- F A : TRAFFIC TC CONTROL DEVICES L 10. THE INSTALLATION 0 ALL A_ - �I REPRESENTATIVE. THE r OF THE�lIORK.INMARINGTHE CONNEC FORM WITH THE MANUAL ON TRAFFIC CONTROL DEVICES, FLORIDA TION SHALL`BE.PAIDBY THE CONTRACTOR. DEPARTMENT OF TRANSPORTATION STANDARDS AND ST. LUCIE COUNTY REQUIREMENTS. 10..'INSPECTION: UNDER STATE LAW THE DESIGN` ENGINEER 'IS.REQUIRE TO INSPECT THE SEWER (AND WATER SYSTEMS INSTALLATION AND Ll• DEMISTY TESTS ON PIPE BACKFILL UNDERPAVEMENT SHALL HAVE A, UPON COMPLETION OF THE WORK, TO CERTIFY AS TOTHEIR 'CONFOR MINIMUM OF 3 TESTS PER LIFT PER PIPE RUN. MITY WITH THE DESIGN !THE REQUIRED INSPECTIONS ARE AS FOL LOWS:',. A. TESTLOCATION DEPTHS - @... SPRING -LINE A. UPON INSTALLING.01 THE MAINS :AND SERVICES -BEFORE BACK - @: 12" ABOVE PIPE: FILLING-.' IF THE CONTRACTOR -'ACKFILGS TRENCHES .PRIOR T B,. ,, - B BADE. EACH 12 LIFT TO SU GR H AY INSPECTION E M BE -RE REQUIRED TO EXPOSE SELECTED AREA FOR EXAMINATIONBY'THE ENGINE ER. B. BACKFILL SHALL BE COMPACTED PER SUBGRADESPECIFICA- TIONS. B. DURING PRESSURE TEST Of WATERI,.MAT:V.. - 12. DENSITY ON PIPE.:BACKFILL UNDER PERVIOUS AREAS SHALL BE 95% C. UPON COMPLETION' OFI:BACKFILLING.- OF MAXIMUM DENSITYASDETERMINED BY.AASHTO-T-18-0. DENSITY .- LOTS SHALL BE DIRECTED. BY THE ENGINEER. '� 18;. MINIMUM COVER.. OVER WATER 6 M N M MAINS SHALL BE 3 INCHES INI U ' COVER OVER SERVICES. SHALL BE 20 INCHES. "MAXIMUM COVER. SHAL 13. A SUBSOIL UNDER' DRAIN SYSTEM SHALL BE INSTALLED IN EACH 'OR BE 48"'UNLESS `OTHERWISE!NOTED. THE SIX DRY RETENTION AREAS AS SHOWN ON THE DRAWINGS. THIS WORK INCLUDES, BUT IS .NOT LIMITED TO, `TRENCHING; REMOVAL AND 19. ALL LABOR, MATERIALS, UCTION B AND METHODS!iOECONSTR DISPOSAL 0F UNSUITABLE MATERIALS; B CKFZLLING TRENCHES WITH IN STRICT ACCORDANCE THE UTILITY COMPANY STANDARD( D N TAL.LI.NG PIPE .AND FIT- .SUITABLE. MATERIAL; FURNISHING:AND.I S AND THE PLANS AND CONSTRUCTION UC SPECIFICATIONS. WHERE CON TINGE. IN GENERAL, IT IS THE "INTENT OF THESE SPECIFICATIONS FLICTS.OR OMISSIONS' E�SIST D RD THE UTILITY COMPANY'S STANDARD! , TO PROVIDE A SUBSOIL DRAINAGE SYSTEM. THAT COMPLIES WITH THE( SHALL DICTATE. SUBSTITUTIONS AND 'DEVIATIONS FROM PLANS AN] S STANDARD OF PRACTICE ESTABLISHED BY ADVANCE DRAINAGE .SYS-1 SPECIFICATIONS SHALL BEIPERMITTED ONLY WHEN WRITTEN APPROVAI TEMS, INC.. (ADS'- OF CHARLOTTE, N.C.. HAS BEEN ISSUED BY THE ENGINEER. FIRM DRAWN BY: T. J. SPECIFICATIONS cnECKEDBY, 7l 5 -13 88 ✓. h//SC. RE t//S/d/VS PE7S' A. P. U, A, I-DAtE. APRIL 19BB BY DESCRIPTION DATREVISIONO NO. B7-15/ s. ... SEWER SYSTEM SPECIFICATIONS': 1. PRECAST .CONCRETE ° MANHOLES - SHALL.. CONFORM TO THE REQUIREMENTS - OF ASTM IC-478 AND 64T.' : 2. -.•O.NCRETE FOR PRECAST MANHOLES 3UI': T UP MANHOLES SHALL rc HAVE NOT ....SS THAN 4000.PSi COM"RESSIVE aT ENGIH AT28 JAYS STRENGTH '''. CEMENT SHALL BE TYPE TI',. ACID RESISTANT. 3. REINFORCING STEEL FOR :4ANHOLES T - -' CONFORM TO .HE R UIRE HALL i3O R Q , - MENTS JF.:ASTM A-615 AND A-305, LATEST REVISION` SPLICES SHALL HAVE A MINIMUM AP OF 24 3AR DIAMETERS. ALL OPENINGS. IN P �TMANHOLE 4. RECA BE -CAST AT TIME OF SHALL ... MANUFACTURE. 'i 9. ALL MANHOLES SHALL BE PLUMB TO LINE AND GRADE EANE SHALL. REST ON A FIRM, DRY CAREFULLY GRADED SUBGRADE WHICH SHALL .PROVIDE UNIFORM 'BEARING '.UNDER.BASE. IF NECESSARY, T E CON- .. TRACTOR SHALL UTILIZE ROCK TO A FIRM AND. SUITABLE MANHOLE BASE FOUNDATION. 6. MANHOLE: SECTIONS .`SHALL .:BE JOINTED WITH RAM-NEK FLEXIBLE GAS- KETS BY..K.T. 'S.NYDER:.CO , 'INC. AND PRIMED WITH R M-NEK PRIMER- THE REMAINING SPACE S ALL :BE FILLED WITH 7EMENT NIS,HED MORTAR AND FINISHED - : SO AS 'TO CONTINUOUS PRODUCE A SMOOTHCO N INUO SURFACE rINSIDE .. AND OUTSIDE THE ALL SECTIONS. - M / P RECAST: SANITARY ANH L ES. SHALL HAVE COATS -0F COAL TAR H 0 EPDXY APPLIED TO THE 1�NTE EP RIOR. 8. CONSTRUCTION OF THE SANITARY SEWER SYSTEM AS DETAIL. :ED HEREIN " SHALL NOT BE DEVIATED FROM F 0 A N. YW.IT OUT :- WRITTEN IN WAY H A AUTHORIZATION FROM THE'.. ENGINEER 9. GRAVITY :SEWER MAIN � ( HALL BE OLYVTNYL CHLORIDE: DR-35 -. _ O - GREEN. WITH THEWORDS : -"SANITARAR : Y SEWER" WRITTEN 0 N.T E PIPE: AT REGULAR INTERVALS AND SHALL CONFORM TO ASTM:'D-3034-, - LATEST REVISION. la. SEWER LINES SHALL BE LAID ON UNDISTURBED GROUND, OR GROUND, COMPACTED TO '.98% OF MAXIMUM: ENSITY IN :ACCORDANCE WITH - 'AASHTO T-180. L SHALL`B O.MPACTED TO 98% OF AXIMTUM C. .BA>CKFI DENSITY INACCORDANCE EWITH A SHTO'T-180 THE :CONTRACTOR SHALL SUBMIT CERTIFIED TESTS AS REQUIRED BY HEEN- GINEER, 11 ALL SPACES AROUND PIPES . ENTERING OR LEAVING MANHOLE SHALL BE COMPLETELY FILLED �ITH EMBECOj MORTAR (NON-METALLIC) OR BONSAL.(NON-SHRINKING)I.. 12. PVC LINES ENTERING OR LEAVING MANHOLES SHALL HAVE ,ASBESTOS MANHOLE. COUPLINGS BY OHNS MANV LLE OR APPROVED EQUAL 13. THE CONTRACTOR (SHALL TEST THE C MPLETED SEWER TO DETERMINE ALIGNMENT.. AND TIGHTNESS OF THE JOINTS. TESTING SHALL BE OB- SERVED BY THE ENGINEER.,: ALL SEWERS SHALL BE:.CAMPED AND MUST SHOW A FULL CIRCLE LIGHT. INFILTRAT.ION:OR EXFIL RATION D TESTIVGSHALL3ECNUCTED. LEAKAGE SHALL NOT EXCEED 50 . GALLONS PER INCHDIAMTER PER '.M L. ... PER DAY. S �, 1 CONNECTION TO..XI TIN'....SYSTEM:: 14. 4 N S EXISTING ALL CONNECTIONS TO ISTI UTILITIES SHALL BE MA E DIRECTION OF THE UTILITY DE UNDER:T COMPANY, FORCE' MAIN .VALVES SEPARATING THE MAINS BEING IN- STALLED FROM THE EXISJ,rING MAINS SHALL BE OPERATED BY OR UN- DER THE DIRECTION OF THE UTI ITY COMPANY REPRES.ENTATIV:E ONLY.: THE COST! OF TOE WORK IN MAKING THE CONNECTIC)b SHALL REPAID FOR BY THE CONTRACTOR TOR .. 15. INSPECTION. UNDER ST`TE.LAW TH R I'S' R U I R:ED DESIGN ENGINEE 4... TO INSPECT THESEWER'tSYSTEM INSTALLATION AND, UPON OMPLE- T:ION OF THE WORK, TO `J�, 'ERTIFY AS TO THEIR CONFORMITY WITH ::THE - N. REQUIRED INSPEC TIONS ARE AS FOLLOWS: . A. DURING INSTALLATION OF WETWtLL, UTILITY COMPANY REPRE- SENTATIVEWILL ,.. LSO BE PRESENT. B. UPONAL INSTLATI? .. I ONOF THE MAINS AND SERVICES BEFORE' BACKFILLING. IIF.THE CONTRACTOR BACKFILLS TRENCHES - PRIOR - TO'.INSPE TSON,..HE MAY BE REQUIRED TO EXPOSE SELECT AREAS FOR:'i EXAM( NAT3 I N BY THE ENGINEER C. DURING INF.ILTRAION AND EXFILTRATION: TEST OF SEWER MAINS. I D. UPON COMPLETION L OFTHE BAC FILLING. E. UPON COMPLETION I OF. PAVING. 16. AND SEWER SEP ,RATION: SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID TO'PROVIDE A MI'N'IMUM VERTICAL DISTANCE OF 18" BETWEEN THE IN ERT OF THEUPPER PIPE .AND THE CROWN OF THE LOWER PIPE... WH RE THIS: INIMUM SEPARATION CANNOT BE .MAINT_AINED, AND IN. ALL CASES: WHERE SANITARY SEWER MAINS CROSS OVER WATER MAINS, 'THE SEW : -.' R MAIN SHALL BE ENCASD INA .MIN.IMUM :THICKNESS OF 4" OF 0 NCRETE FOR A.DISTA.NCE OF 30'_ CENTERED ON THE-.POINT,-0F CROSSING. - : MAINTAIN 10' HORIZONTAL DISTANCE,. ET WATER MAIN AND B WEEN SEWER AS A MINIMUM -FORCE MAIN CROSSING W TER MAIN: �.:.E HALL BE LAID TO .PROVIDE MIN- DISTANCE IMUM VERTICAL D: , OF 18" '� BETWEEN THE OUTSIDEOF THE BET. FORCE MAIN AND THE OUTSIDE OF.THE WATER MAIN. 17. ALL DUCTILE IRON GRAVITY Y SEWER PIP.E, WHERE REQUIRED SHALL BE LASS02 ANDMANUFACTURED W I. CONFORMANCE WITH AWWASTAN- : DARD C-131, LATEST REiIS.ION ALL DUCTILE E-IRON SEW R PIPE SHALL: BE.. BITUMINOUS.: LINES AND SEAL COATED IN CONFORMANCE AITH AWWA STANDARD C-10, LATEST - COVER REVISION. .'1I NL:•IU. SHALL BE '36 INCHES. ( ' R SHALL IN �8.CONTRALTO . TALL ANELECTRONIC MARKER AT THE LUCA- . TION-SHOWN ON THE SAN TARY SEWE : DETAIL SHEET. MARKER SHALL 5. - SEAS REQUIRED BY THE:!,i' UTILITY COMPANY .(BALL TYPE, AS MA UFAC.T D.. BY 3-M COMPANY. I 19. .SEWER FORCE MAINSHALG. BE POLYVINYL CHLORIDE' CONFORMI G AWWA C-900-75, AND 'SHALL E::. CLASS' 1 0, DR-18 AND SHALL BE BROWN IN COLOR 0R HAVE THt WORDS L R " EWER" .,-PRINTED PERMANE TLYIN ; - BROWN ON 3 SIDES FOR THE LENGTH OF THE PIPE. 20. FITTINGS SHALL BE CAST OF DU.CTd E IRON, STANDARDS .BOD , CON- FORMING TO AWWA. C-11 AND ANSI A21.11 , CLASS 1250, CEMENT LINED' AND SEAL"'COAT'E ALL FI MECHANICA N- S TO BEJOINT TI G - WITH RETAINER GLANDS: OR E MAIN HAL 21. SEWER FC S L BE MARKED USE OF CON THE INUOUS BY "DEEP -ONE" BURNED IN (THE TRENC ONE'FOOT ABOVE -THE AIN-.IN': A N WITH MANUFACTURER'S ACCORDANCE I.. ' INSTRUCTION:S.. 22 . MINIMUM. COVER OVER F,`Iy{RCE MAINS SHALL BE 36". MAXIMU COVER SHALL. BE 48" UNLESS OR'HERWISE NOTED. LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. MAY 2 01988 CONSULTING ENGINEERS, PLANNERS 8 SURVEYORS 10 CENTRAL PARKWAY 1905 SOUTH UTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE: NONE 1 DR. NO, 87 -1-1 - 2/ / -V %IWO! L L 'L m 4ZAINT I h(�IF rCliANITY FORT PIERCE, FLORIDA ARCHITECT, WILLIAM HENRY/ARCHITECTS DIVERSIFIED, INC. LANDSCAPE: ANDERSON / LESNIAK AND ASSOCIATES, INC. ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE ;�A E STRUCTURAL A� PLUMBING Agra 7 ELECTRICAL to SUBJECT TO: 1. SOUTHERN STANDARD BLDG. CODE 2. NATIONAL ELECTRIC CODE 3. ALL LOCAL AMENDMENTS SUBJECT TO: 1. ST. LUCIE CO. --FT. PIERCE FIRE I 2. KF PA. LaJFF ETY CO 13. 51 4HAVS is 9 s; �. w rea- z SPECIFICATIONS emAJC 1 rnr+oF- c 0 f m NIANA _-CARANVA ACUTIFOLIA DAUHINIA 5LAKEANA CUPANIOPSIS ANACARVIOIDF_S - LIVE: L)^K 10'-12' HT X 5' 5PD 21/2" CAL 10 18 QV JACARANDA HONG—KONCv ORCHID GARROTWOOP 10'-1Z'HTX5'SPP 2'/2"CAL 10'-12'HTX5'SP9 2'/i"CAL 10' HT MULTI-5TEM 13 30 JA 5 15 55 1 2 3 CA Z —7 Is 5 P 5ASAL FALI'IETTO CA515AGE PALM CLEAR TRUNK HEIVHT AS SHOWN Z 25 Z 4 E P ELAEGNU5 PUNGENS 5ILVERTHORN 30" HT X ZA"5PD 3 GAL Z)15' ; 89 EU EUGENIA UNIFLORA 5URINAM CHERRY 18" HT X 18" 5PD 3 GAL 1 3 Z ? I PT PITrOSPORUM T051RA GREEN PI Tr05PORUM is" HT X IS" SPD 3 GAL 182 236 HIS HEMEROGALLIS SPECIES LEMON YELLOW PAYLILY 10" HT X 10"SPP I GAL 80 4 0 J P �JUNIPERUS PAR50WI PAR50N5 JUNIPER IZI, 5PD I GAL 250 250 AN ANNUALS OFµTHE 5EASON 4" POT51 FULL 22 35 UP ULMUS PAKVIFOLIA 'DRAKE` DRAKE ELM 10'-1Z'HTX5'SPP Z"CA X FIELD rO 5G SSE AMC4-i , DRAW I 10-EU - OX.M I G'I Nis 2—Q Y ex rtr� f FOX 5P \t 2 ' EX • ML='1'EfT 1 floratam sod /2 r— 3 —CA \ floratam sod 50 — P i — 3-JA 80- El LANDSCAPE NOTES,• plant materials to be Florida #1 or better. .:'Pi WmVplant beds shall be mulched with 2" shredded cypress mulch. ocation of plants on pla_ a dlagramati Ee owner or Landscape Architect for questions g= n exact locations. The plan will prevail over any descrepancies between the plant list, d the plan. Sod shall be as follows: PHASE 1 - _-� - PHASE 2 y 3 5t. Augustine 'FLORATAM' 61,000 Sr = 69,500 " bahia Sod 12,000 SF 36,500 SF s ;'.- -,max•,_. i3ahia Seed 60,000 SF 61,000 SF `A11 trees shall be staked as per detai , Shrub hedge shall be planted 3' back from curb to allow 18" mulch strip to accommodate automobile overhang. C�w N SP2��D I ¢.Os- r--P 1— 45-JP 250 - A N 4-QV bahia seed / 9 — UP t2' 3-5P 15 ti' 12' %- CA ZO-EU id Zy, 35-JP ° 45-H5 �a -JA floratam sod RESERVE PARCEL 52- PT Rq 6,3-EU v 5-5P z� x° a ♦ 3 �,rnN i� 1 Z- PBB floratam sod 12, 5 -JA ; : : : : : : .', ,,.._ ,.;:€a ... ct«. e .�,rat� �+�3 .i, •si „��.. n.r . .z,a„-,r«- ,. +ry .k. .?',;ov+,:.;�., .x Z_— bahia seed bahia so bahia seed _ - N> w y� I i� -. v , .4`..-4v2.-... �. . i''X.... �.�-.... .. t.•x ._. _ _,_.. _- ..; _._ 'eV..e i. s �4.: :' : r � � t :YS.... _...... ... .� _.. ... ... ... .. ...- ... .. -.. .. �., { �; .. £..-_.. ... .. .. -::. .... .. ✓ .ice. Magi.._ �, ,.� _ems ,_ �-, s:. ,_ •. r -, �-. .� � 3-. •... ♦S ..., �. x -r_ s..YRE. .'•,YS .:.. 3.. {g., _... , . .,, .. ..,......� , ...- _.*, , 5 .. -..... .. 2 us�re�.,. , .....: Hw s v �.r S, .r.. . K.. _ x... ,. - r" • --_ ! . R r;,„.. $#. .. .e.. � _� ... ..__. . " .... -.y ,pry Td,.Y -.,., 3' .. ,- :-!'a�iF W.. _ ."wS �.- Yr.. ..,_.._ • ,�€.. r.. -. .ds .. :a a._�.� �.. _,..� ,� �.. f., ,. &. ... ., . _. r-., .: �'_. _� DETENTION POND ♦ N �^,ii �x "�'. y 4S♦", , x y i J f 4 y 4 1, Is ' 4f k �$ , e 3@ y ...�. �� `naa3.t�a ^'�-r�'�� v ��ix�� v .Y �� ♦ rc �} �>•ayn*i <Y ,� 't �`�'ws �'� ' " t bahia sod r� bahia r .••�•..••• r4+ r,r'g- e _ R - 4 r 'i'", .. . ;.. . 4x 4 F. ..ry 'cc x r r.�;.i�., 0 n DETENTION POND NCrTE: ASH. C2AwiNC7 FL7 Bahia. sod r�,--bahia seed —� _Q 220- EP 73-QV 3-QV DETENTION POND 80- PT 2-JA ` 1fj 211 G2-HS 3-JA M a v� r �r �'•�se its x r � �r> �. _a " � „.� floratam -so 5-JA tam sod 2-up \ bahia seed —� 5-QV 1107E � SEE \ DUMPS E►�GRc 'f s scale 1 ": 30'- 0" W J I t - , ., - 4 -, -4�, - Z',.- /-- '11 ,� I , 1, P, z AA y 'IFF to, 4i� &,N F� &ao U" zz -1 (4 11/4 44 sleeveoo� 4 - 14j" AIR,_ ....... ... IV A 6" sleeve It -ZIA 21' s eev 0-0 it 0000 2 sleeve 6ff sleeve A", p /it 12H sleeve 2' sleeve 2" sleeve TAP INTO 2" CITY IRRIGATION 6 n s I e e v e METER, APPROXIMATE LOCATION I M -314 IF 2 sl eve IF, 4 '7 4" sleeve IF, r / it it 2" sleeve 7 If lit Oil 11 gi 2!1 xvs, A. it 1/4 1 lit ..00 4 :�) I? 1� it I It S/4' Y4ti It 6" sleeve 34 3/ 14 ti 611 sleeve 3 11 00 3/4 34, 4 I x z NP N F4 po- - 1go IT Lee, ldtu wn'li� 3) -Ue,'-ip-, 1--, kvl" N n"f. g, A OIL IF 4 24 21 A 'M E�; ON IRRI A M Phase 1 Phase 2 MODEL NUMBER PSI, (0 ro 1(09 150AMMMimom, 0 -7 It k, S 4xv afi,�T -Fx -1az j NEI w v rt,.Nn, W 1-12 F WMAU,g- ix ------- T`n,� zl§� "n P t W� wi 2,4� RAI- , " W, 0 IF 01- A , ts -M- z , - ma 0 30, IF :30 -6, 36 4", - ,gFy -�- -,w �� % � , , , 1 pt — - 2, ;,. -M 44, V. 0 5 14 ZIP it , ;- I -- I , , L -F .,, 1, 1. FI, 11206 qrj4a IF- o 411- 4, L LL 0 RC,* ~C64-mol I 0 R -,o'F� F" 8 P WN, ..... 1300 LF 2-300 L 3 VC HA NLI 0 1? CA -00 2" POUBLE (,HF-CK VALVE -------------- A 3 I-L V F- A55 GATI�. VA A C IRRIGATION NOTES' 0 Piping or valves may sometimes be indicated as being located in unlikely areas; i.e., buildings, under pavement. This is done for graphic clarity only. Whenever possible piping is to be installed in soil areas. fl 40 0 quanti ti es shown on th--, dru--." ngs are not guari�n teed as to accuracy ano are show " k 4 .4 the purposes of i-ndicating volume ot work. I t sha 1 1 be the respons I b I 1 1 Ly 0 the e, to satisify himself at tQ the accuracy of the quantities. 0 All irrigation pipe not otherwise marked is to be 0 install irrigation, system in accordance with all applicable codes 0 2" city irrigation meter is to be the source, to be located on tn re Ac shown, 0 All spray heads shall be Rainbird, all rotor heads shall be Hunte., 0 Irrigation system requires 65 GPM and 40 PSI at the source.A 0 S 1 eeves sha I I be schedu I e 40 PVC s i ze as s hown on the pl an �`A O�A 0 All valves, controllers, and backflow preventer shall be Ra n ir 44" 0 Phase I contr i oller shall be located in Russell B-21 Storage Room 6 d—P'ba�b �?`-co�otf*Tier sha I u 11�c ca ted Ili n, 1,B-,,,41 S.tiorage Room ...... ----------- --------------- } �` re'• >t��V f �Y Rf f 5-� 4 S•' I� I I \I 1 1 / / / DETENTION POND - I" In In I11 I.. In II/q" II/�' I/21+ 21♦ 21, Zr 2„ 21 2n II I, 7, \ 2" sleeve 2" sleeve \ ----- --- � I 2 sleeve -� �� I', I,. Z„ - - - � -- \\ • 3q 3/4 : -- 3�,; ZL L..—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—. B/41. 344 I I I I /4 ► /4 I I/41, l y�„ I yRI+ 11/.I 1'414 22 /� ., • 2 Controller Location Z"' �• .o 0 4" sleeve 21 /2" sleeve 2" sleeve 2" sleeve 2" sleeve 2" sleeve _ _ _ _ _z 1 2 I z _1r9 3/II 2,1------- ------ ------ — — — — —— — — —— —— ----- 4 10 /4V 34'3 " 1n I1� I. 1" In 1• 14 I'4 I'4p14 Ii4' 111 31 1„ 21 2 21, 2„ Z" 2' 2„ Z„ y , 31, 2 z 4 4 3' In 2 c Ii Y zZiz In �4 I„ 18 3 � _ 4 III ti 1" , 2" sleeve 2" sleeve (3 13 9 /y „ 111 ly" 4 � 11 ♦ !�, 2" III '3 �k,<--6" sleeve Z Ij a�, II�ZI 2;' sleeve \ 3i411 21/2" sleeve J Il �. lygl 17 IIf Zy 3/4' I'/21 2" sleeve I,' - /4 I�------3/411 I'I��--------3/ 2�i' DETENTION POND I� I' 2" sleeve 2" sleeve Z,z' P' I� ` 31k' •�,i�.° ' 2,1 I" / 14 31� /9" ', i' , I 2'� liy - � �• I /A } /.f '�/.� ''/.} 3/q ' i 11 I �" l'� 16) • 341 ',/ II 16 I /ZI, I I/�1 I+�I, 2�,1 I" 3 g,l I �� / •'•� .` I Ire}u 1 1 2 I tl Q " Z II � - 13 / �• y i I 12 .Z ►2-. . III ._ •• - .s.-..-----•-.- 3f� ,1 .. / 3 4 1 6" sleeve 3 q„ 3/41i 3/' ° I " 2 "' I' "1 31 11 4 scale 1 ": 30'- 0" 1 ABV above PERI perimeter AFF above finished floor FLG flashing ALAS plaster ASC above suspended ceiling FHMS flathead machine screw PLAM plastic laminate ACC access FHWS flathead wood screw PL plate ACFL access floor FLX flexible PG plate glass AP access panel FLR floor ling) PWD plywood AC acoustical FLCO floor cleanoul PT point ACPL acoustical plaster FD floor drain PVC polyvinyl chloride ACT acoustical life - FPL Iloor plate PE porcelain enamel ACR acrylic plastic FLUR fluorescent PTC co ncrete pounds ADD addendum FJT llush lot of - PCF per cubic foot pounds per cubic fool ADM adhesive FTG footing PFL pounds per lineal fool ADJ ad acent i FRG forgad - - PSF pounds per square tool ADJT adjuslItible FND foundation PSI pounds per square inch AGG aggregate FR frame (d), ling) PCC precast concrete A/C air conditioning FRA fresh air PFB prefabricate (tl) ALT alternate FS full size PFN pref AL aluminum FBO furnished by others PRF rmd e preformed ANC anchor, anchorage FUR furred ling) PSC prestressed concrete AB anchor boll FUT future PL properly line ANOD anodized GA gage.gauge 4 9 GT — quarry [its APX approximate GV galvanized RBT rabbet, rebate ARCH archilect lure[) GI galvanized Iron RAO radius AD area drain GP galvanized pipe RL rail ling) AS$ asbestos GSS galvanized steel sheet RWC rainwater conductor ASPH asphalt GKT gasket (ad) REF reference ,AT asphalt file GC general contract (or) RFL reflect (ad), live), (or) AUTO automatic GL glass, glazing REFR refrigerator BP back plaster (ad) GLB glass block REG register BSMT basement GLF glass fiber RE reinforce (d), (ing) BRG bearing - GCMU glazed concrete masonN units RCP reinforced concrete pipe BPL bearing plate GST glazed structural Zile REM remove WIT bed joint GB grab bar RES resilient BM bench -mark GO grade, grading RET return BEL below GRN l granite RA return air BET between GVL gravel RVS reverse (side) BVL beveled GF ground face REV revision (s), revised BIT bituminous GT grout RH right hand BLK black GPDW gypsum dry wall ROW right of way BLKG blocking GPL gypsum lath R BD board GPPL gypsum plaster RVT riser root BS _ both sides GPT gypsum file RD root drain BW both ways HH handhole RFH tool hatch BOT bottom HBD hardboard RFG rooting BRK brick HOW hardware RM BRZ bronze HWD hardwood RO room rough opening BLDG building WIT head joint RB rubber base IIrUR built up roofing NOR header RBT rubber site BBD bulletin board HTG healing RBIL rubble stone CAB - cabinet HVAC ' heating/ventilating/air conditioning FGL SFG safely glass CAD cadmium HD heavy duty SCH schedule CPT carpel (ed) HT height SCN screen CSMT casement HX hexagonal SNT sealant CI cast iron -_._-high early -strength cement STG sealing CIPC cast -in -place concrete HC hollow core SEC section CST cast stone KM hollow metal SSK service sink CS catch basin 'HK hook (s) SHTH sheathing CK calk (ing) caulk (ing) HOR horizontal SHT sheet CLG CHT ceiling a height HB hose bibla SG sheet glass ceiling HWN hot water heater SH shell, shelving CEM cement INCIN incinerator Sim shora.(d), ling) PCPL cement plaster (porlland) INCL include (d), ling) SIM similar CM centimeter(s) ID inside diameter CER ceramic INS Insulate (d), (Ion) S skylight CT ceramic the INSC insulating concrete St. L sleeve CMT ceramic mosaic (tile) INSF insulating till SC solid core CHBD chalkboard INT interior SP soundproof CHAM chamfer ILK Interlock S -south CR chromium (plated) INTM intermediate SPC spacer CIR circle INV invert SPK speaker CIRC circumference _ UPS iron pipe size SPL special CLR clear lance) JC janitor's closet SPEC specification (a) CLS closure JT joins So square COL column JF joint tiller SST stainless steel coma combination J joist STD standard COMPT compartment KCPL Keene's cement plaster STA station CO MPO composition (composite) KPL kickplate ST steel COMP compress led), (ion), (ible) KIT kitchen STO storage CONC concrete KO knockout SD storm drain CMU concrete masonry unit LBL label SOR structural CX connection LAB laboratory SCT structural clay fife CONST construction LAD ladder SUS suspended CONT continuous or Continue LB lag bolt SYM symmetry (Ical) CONTR contract (or) LAM laminate (d) SYN synthetic CLL contract limit line LAY lavatory SYS system CJT control joint LH left hand TKBD tackboard CPR copper L length TKS tackslrip CG corner guard LT fight TEL telephone CORR corrugated LC light control TV television CTR counter LP lightproof TO terra costa CFL counlerftashing LW lightweight TZ terrazzo CS countersink LWC lightweight concrete THK thick (ness) CTSK countersunk screw LMS limestone THR threshold CRS course (s) LTL lintel TPTN toilet partition CRG cross grain LL live load TPD toilet paper dispenser CFT cubic loot LVR louver TOIL tolerance CYO cubic yard LPT low point T&G tongue and groove DPR damper MB machine bolt TSL lop of slab DP dampproofing MI malleable iron TST lop of steel DL dead load MH manhole - TW top of wall DEM demolish, demolition MFR manufacture (at) TB towel bar DMT demountable MRB marble TR transom DEP depressed MAS masonry T tread DTL detail -- MO masonry opening TYP typical DIAG diagonal MTL material (s) UC undercut DIAM diameter MAX maximum UNF unfinished DIM dimension MECH mechanic (at) UR urinal DPR dispenser MC medicine cabinet - VJ v-joint (ad) DIV division MED medium VB vapor barrier DR door MBR member VAR varnish DA doubteacting MMB membrane VNR veneer DH double hung MET metal VRM vermiculite DTA dovetail anchor MFD metal floor decking VERT vertical DTS dovetail anchor slot MTFR metal furring VG vertical grain DS downspout MRD metal roof decking VIN vinyl D drain MTHR metal threshold VAT vinyl asbestos tile ORB drainboard M meter (s) VB vinyl base DT drain tile MM millimeter (s) VF vinyl fabric DWR drawer MWK millwork VT vinyl lile DWG drawing MIN minimum WSCT wainscot OF drinking fountain s min mirror WTW wall to wall DW dumbwaiter MISC miscellaheous WH wall hung EF each lace MOD modular WC water closet E east MILD molding, moulding WP waterproofing ELEC electric (at) MR mop receptor WR water repellent EP electrical panelboard MT mount (ad), ling) WS waterstop EWC electric water cooler MOV movable WWF welded wire fabric EL elevation MULL mullion W west ELEV elevator NIL callable WHB wheel bumper EMER emergency HAT natural W width, wide ENC enclose lure) NI nickel WIN window ED equal µR noise reduction WG wired glass EDP equipment NRC noise reduction coefficient WM wire mesh ESC EST escalator x's, zs estimate NOM NMT nominal nonmetallic WO WD without �r ..y` wood � EXCA EXH excavate W10 exhaust N NIC north not in contract WB WPT wood L working point y EXG existing NITS not to scale WI wrought von EXMP expanded metal plate OBS obscure EB expansion bolt OC on center (s) exposed SYMBOLS used as abbreviations-EXP OP opaque EXT exterior OPG opening L angle - EXS extra strong OJ open -web joist ct centerline FB face brick OPP opposite c channel FOC lace of concrete OPH opposite hand d penny FOF face of finish OPS opposite surface I perpendicular FOM lace of masonry OD outside diameter Pl. plate FOS face of studs OHMS ovalheadmschine screw round FF - factory finish OHWS ovathead wood screw FAS fasten, fastener OA overall FN fence ON overhead ,FBD fiberboard PNT paint (ad) FGL fiberglass PNL panel FIN finish (ad) PB panic bar FFE finished floor elevation PTD paper towel dispenser FFL finished floor line PTR paper towel receptor FA fire alarm PAR parallel - FBRK fire brick PK parking FE fire extinguisher PBD particle board FEC fire extinguisher cabinet PTN partition FHS fire hose station PV pave (d), ling) FPL fireplace PVMT pavement FP fireproof FED pedestal - FRC fire-resistant coating PERF perforate (d) FRT lire -retardant ALL MATERIALS SYMBOLS ARE AS INDICATED ABOVE UNLESS OTHERWISE NOTED SYMBOL & INDICATOR LEGEND SECTION SECTION NO. �I � — SI-IEET ON WHICH SECTION IS CI IT SHEET ON WHICH SFCTION IS SHOWN I ELEVATION 2 ELEVATION NO. SHEET ON WHICH ELEVATION IS CUT SHEET ON WHICH ELEV. IS SHOWN DETAIL DETAIL NO. 3 1.1 2. SHEET ON WHICH DETAIL IS CUT -- SHEET ON WHICH DETAIL IS SHOWN COLUMN --( A VERTICAL DISTANCE `> 12, VERTICAL DIMENSION — —� ABOVE ( ) OR BELOW ( ) FIN.FLOOR ELEVATION ROOM DOOR 0 WINDOW O NUMBER INDICATES REQUIRED FIRE ORATING IN HOURS TO INTERSECTION OF ADJACENT WALLS. TOILET ROOM ACCESSORIES TR ,F ACCESSORIES MTG. HT. STD.r ,N _ REMARKS I FRAMED MIRROR IB'X 30' 4d 40' HT. TO BOTTOM 2 FRAMED MIRROR AND SHELF 18' X 30'- 4S_ 40-1 HT. TO BOTTOM 3 UNFRAMED MIRROR — — SEE PLANS 11 SOAP DISPENSER, WALL MTD. 31' 36' 1 MTD.ABOVE LAVATORY, TO C_ 16 SOAP DISPENSER, COUNTER MTD. — — 4' SPOUT INTO LAVATORY 22 TOILET PAPER HOLDER -24' 24' TO CENTERLINE TOWEL DISPENSER, SURFACE MTD. 40' 40' HT. TO BOTTOM TOWEL DISPENSER, RECESSED 40' 40' HT. TO BOTTO TOWEL DISPENSER/ DISPOSER, SDdI-REC. 40' 40' HT. TO TOWEL DISPE)tSER OPNG.` k TOWEL DISPENSER/ DISPOSER RECESSED 59- 59' HT. TO TOWEL D[SPENSER OPHG, TOWEL DISPENSER/ DISPOSER, SURFACE MTD. 40' 40' HT. TO TOWEL DISPENSER CPNG. SANITARY NAPKIN DISPENSER, S1AiFACE MTD. 36- 36- HT. TO BOTTOM, WOMEN ONLY SANITARY NAPKIN DISPENSER, RECESSED 36' 3e HT TO BOTTOM,WOMEN ONLY SANITARY NAPKIN DISPOSER 18' HT. TO BOTTOM, WOMEN ONLY 60 GRABBAHS — 35' SEE PLANS FOR SIZE, SHAPE 681 MOP HOLDER 60' — HT. TO CENTERLWE 701 COAT HOOK, DOUBLE PRONG 54' 1 — HT. TO CENTERUNE w ROOM FINISH SCHEDULE SPACE FLOOR BASE WALLS CEILING REMARK NO. TITLE MAT'L FIN. MAT'L FIN. HT. Sao 'PAL F=14 AK.E:A COI-1 Al .. l o I -r;rroe W- -00 - loz IolL-r,—r log, 1'oILPl?' VIN. AIM �r 0` 104 Z/�Lrh A2a.A. GONE• — -- I©� l0 5 ��P'rae-K J r� Gof_IG, — of V J o e. OCO "rOIL�E."1' VIN, VIN GPp44 P'r, ACT; 8-°-' PAIN T SCHEDULE L WALLS MARK TITLE NORTH SOUTH EAST WEST FLOOR I CEILING REMARKS y 4, Nq[ 12 L-1 PHASE ONE LANDSCAPE PLAN L-2 PHASE TWO LANDSCAPE PLAN L-3 PHASE ONE IRRIGATION PLAN L-4 PHASE TWO IRRIGATION PLAN A.0 LEGEND SHEET A2.1 PARTIAL FLOOR PLAN "A" A2.2 PARTIAL FLOOR PLAN "B" A2.3 PARTIAL FLOOR PLAN "C" A2.4 PARTIAL FLOOR PLAN "D" A2.5 PARTIAL FLOOR PLAN "E" A2.6 PARTIAL FLOOR PLAN "F" A2.7 ROOF PLAN A3.1 ELEVATION A3.2 ELEVATION A3.3 ELEVATION A4.1 WALL SECTION & DETAILS A4.2 WALL SECTION & DETAILS A5.1 STOREFRONT ELEVATIONS & DETAILS A6.1 TYP. TENANT PLAN ,b REFLECTED CEILING S-1 FOUNDATION PLAN S-2 ROOF FRAMING PLAN _. S-3 PARTIAL PLAN & DETAILS S-4 FOUNDATION DETAILS g S-5 FRAMING DETAILS S-6 GENERAL NOTES &' SCHEDULES MP-1 SCHEDULES NOTES& LEGEND . MP-2 PARTIAL FLOOR PLAN "A" MP-3 PARTIAL FLOOR PLAN "B" n MP-4 PARTIAL FLOOR PLAN "C" MP-5 PARTIAL FLOOR PLAN "D" MP-6 PARTIAL FLOOR PLAN "E" MP-7 PARTIAL FLOOR PLAN "Fit MP-8 TYPICAL TENANT PLANS MECHANICAL E-1 SITE PLAN ELECT. & LEGEND E-2 PARTIAL FLOOR PLAN "A" ELECTRICAL °r'E-3 PARTIAL FLOOR PLAN "B" ELECTRICAL -`E-4 PARTIAL FLOOR PLAN "C" ELECTRICAL E-5 PARTIAL FLOOR PLAN "D" ELECTRICAL E-6 PARTIAIr FLOOR PLAN "E" ELECTRICAL E-7 PARTIAL FLOOR PLAN "Fit ELECTRICAL ; E-8 TYP. TENANT PLANS ELECTRICAL E-9 RISER DIAGRAMS E-10 SCHEDULES & LQAD CALCULATIONS i BUILDING DATA OCCUPANCY CLASSIFICATION MERCANTILE (M) .a. RETAIL BUILDING AREA: PHASE I = 56,829 sf PHASE II= 84,932 sf CONSTRUCTION CLASSIFICATION TYPE (IV) SPRINKLERED BUILDING HEIGHT (23'- O") W LW lass /W1 V Fass LJ r e7 O r Z rc: j s� r W 0 W a r 0. O r.J UJ Z W J all J1 CC Ltd 20 CIO J = �,^ U (a) LLJ TW i W .J N L UJ W W W W W^t W n 1A V O i rn ca a) < w 0M 0 0 O O_ W y U W — W rn O 0 IL < M C t& % a +` II� I"" v "S. cq- rilm PEN mmo, 6d ilr. -zoo I VN'pF0LJ p 'immil, H 11101M, I .11fifi 11-ti -411 M RE mm 51 L 11 16 7,7n7rp� ob GoVERED -4o kLW, WACI-W. Ql-k OA —--------- 4 2,1 4.1 L, I I 51 it It It 1 1 11 22-J3 01- 4-1 6 24 e5l PAP 151 KEYNOTES: 721 EXPANSION JOINT 732 THERE SHALL EXTEND A 4 HR. RATED WALL CONSTRUCTION IN CANOPY A ABOVE COVERED WALK. THIS SHALL CONSIST OF4 LAYERS OF 1/2" FIRECODE "C"GYPSUM DRYWALL ON EACH SIDE OF A 3 5/8" GALV. 18 GA. METAL STUDS @ 2411 O.C. (TYP.) UL DESIGN NO. U435 /� IIVI 1 rm7mvx� 717774� ............ 1 4A ti It 01 02� 2cl 1 001 1 it �2C2 - oil Qf A414 NO vw VIP A-4� 4< A - Re -4f:IQuz4P *q KEYNOTES: 721 A& EXPANSION JOINT 0 ow El 32 THERE SHALL EXTEND A 4 HR. RATED WALL CONSTRUCTION IN CANOPY A ABOVE COVERED WALK. THIS SHALL CONSIST OF 4 LAYERS OF 1/2" FIRECODE "C" GYPSUM DRYWALL ON EACH SIDE OF A 3 5/8" GALV. 18 GA. METAL STUDS @ 24" O.C. (TYP.) UL DESIGN NO. U435 � '� .3 � :7"'Z' �_:: l � � V ,;. ,,.' +f ,'' "4a - s:a 'Ra Ya .` - RN' �.' x 4 S±i ""_ 'y§ 9 y .�,P..�, : r Aip 3tir?'V�' ss>g 3€zyY,' �` ',ae _ r}V .^a ,b: f;. - . �,x, fix: x »13a.- x'KS`0*yF,S 'k ""�' „•» _ 4 _ - _ • z ' r o - �,.:. .. �5�. _ .teee** x.. [ ... .. t _. .. ♦ n f ,- .4t ..- in...... •Vx., .. ,.... .. .. ti� ....... e , . ee. : 1.- .,... {•:: v -.. �. a.: r ,r • �.. ..{ l�'.m-..d�.s v x ...Y � .r. r. 4 < a' .. x t r4: 4 s . ,• V ��Y��y�y bt. - ♦,. : r -.. .. .. Jam` -. � i .. a .. '.:,.>. . u i l p:.a . uw M, sA'... �- s .... - F ,.... .. ,..v.� ..... ,..'i-, r I ._....:. .. s ....-....a ..S .. ... Y n... .fi .: "s .......-. +�.. .. .... ...... -4:. 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X �i . � u I I UHH H, H!IP =j I q ✓ i-vATmnyF M4�lfiAA�10 Q A FH mN 4, 6 e-A 19 7,71 -114 F4- �l 21 221 23 '31 AJ THH :Iri,�," P -1 A .F k soft i r r ',fli� v,� '43"'a.." +4-1 k ...... S&T qn— iE. 0 W7111RITNEWS 151 .............. V�m's M W TIM ow" t ul gg S �r�gu FAK-T�IAL. F, L E�VA-Too i tO �4 �4 4 C--:-o "'Vi r"A R iU5 0113 -114 FEE lid ------------- t 114L —114 �2 2 ql al vl KEYNOTES: 413 BRICK MASONRY RUNNING BOND 415 BRICK MASONRY SOLDIER COURSE 714 METAL CAP FLASHING PRIMED AND PAINTED 721 EXPANSION JOINT 804 ALUM. STOREFRONT DOOR WITH 1/4" TEMP. GLAZING 805 ALUM. STOREFRONT MULLION WITH 1/4" GLAZING 901 3/4"STUCCO ON METAL LATH 0 0 00 > 0 00 CL cu 0 co 0 a w w w .j 4 w U) R IL T r hp, r �1 E= -rem 10, 77 PA R 71 A L. N OXT H �VA-r 140 7ZI " K 'A ew 'M poiN PAM Z DT 4444+fl 4 ago Oil TH � R No EFVA Veil 'w nnmrz aetaaasYa 1, pr* Ti T, mg m gi- k E-14 VT 4 , m R 1,A 1 b N X7 ?a rr 31 ev� A �,A�)7 E-LEVA-710��— EEqaI 11, oil "liol A, , ATI TO gag lmgn gum "d L V �IAM -1AL �50L� PA�Z,T I. FA�TIAL 60Ll H ELEVATIZ?N, ilb I doll Fjoz :APP ORM, MWA ISM KEYNOTES: z W 0 w W w LU 0 W C) >my)'. 00 m co a 4 0— ,8 � 1 1 ti z m 0 z z 0 0 ir w w 0 6 — z 0 O > > > L) w 0 cc p W w w cc SET NO SHEEI A3®2 0 IF 4 72 IL T r hp, r �1 E= -rem 10, 77 PA R 71 A L. N OXT H �VA-r 140 7ZI " K 'A ew 'M poiN PAM Z DT 4444+fl 4 ago Oil TH � R No EFVA Veil 'w nnmrz aetaaasYa 1, pr* Ti T, mg m gi- k E-14 VT 4 , m R 1,A 1 b N X7 ?a rr 31 ev� A �,A�)7 E-LEVA-710��— EEqaI 11, oil "liol A, , ATI TO gag lmgn gum "d L V �IAM -1AL �50L� PA�Z,T I. FA�TIAL 60Ll H ELEVATIZ?N, ilb I doll Fjoz :APP ORM, MWA ISM KEYNOTES: z W 0 w W w LU 0 W C) >my)'. 00 m co a 4 0— ,8 � 1 1 ti z m 0 z z 0 0 ir w w 0 6 — z 0 O > > > L) w 0 cc p W w w cc SET NO SHEEI A3®2 0 IF 4 72 KEYNOTES: AR f IA 5CAL.F 50UTH �L ,-VA1`10t-- PHAh e�:: Z �- I�NAIv m x ,a, ,. F�+• : S ..,.:•- �-r,=. �' * ... ,. , :. s... -, m, ,...r .r �y;ti. r'r ,. ... .. . _, m, ,.a, u t"s'# ;.,�- _ 'may .•r �. �: + -� ... �,� �'�� ,�r��'s ,>:..�.'�i��'� ��., :�:"_..•._.� .� �-�-r=- ,. � _��F'-s - �$€ �--�- -� am. a , , z .� J �.' r?�•`m. -€ �s 'R t k',' , s .rEl'- e `r �' ✓ s : „� e � � n � I 0 vl _ r�< A ate„ 7Z1 e, IIAI�TI L 60Li7 F 1� "�VATi — H k d Y% - x y f i k r �2 M { U t j v 1 $02 ` zF r , �r i,w,„_ �,�«*t ..e:as . u �� a Y , �� , w' ".., Si fk - 7 ,� I�� % r,.i Yet..• r ,�",�: t, � t� s �� Yy�a�°•Fa 1Rh -y t{ 'iM, �t.,` Y hM�,yy „" +, �€' f r , � n�,t°`, �°' :. ,� �x- ". fu Y i�,ra ��-�.: .. " s. +� w- � `'•... . as .x lFzu � .". i� . F }�A IZTIAL obUUTH e L,eVXTT ION A/-p� GjGGlL� I/?a°s l �-ou :.. . .'3, s.,. f., ... c «, u,q ✓,. 4. X, 'i" .' ,,e . �`"- a',, e.. Y yh pff •^JaF�K � I Y � i t- 3 <e `. '. " .y `• , !• , r'._:fti ,{{k '.:... n ..,.. 2.. .r : f?5, ..i L# ... rv.,.. a-. v.r , „ ': . ' ." .,.. .,, . "._ '�,., x ..,. P,ra �`�.4"K, .n .'-.�,.. A S�S`•e-.'� x r ii. y. .. 4,. pi vra't, ) y�LQfi: i d> ak 1 v r I HIT 6T� E.L.\/A z N k �'dvttSV,:Y2a'T�� b � h 413 BRICK MASONRY RUNNING BOND 415 :. BRICK MASONRY SOLDIER COURSE 522 ALUM. GUTTER AND DOWN SPOUT W/STRAPS @ 48" O.C. (TYP.) dp ' do eP dp iJt�5_,aIL_ au r_�, EE�_FAIL, =il„I — —{fll -i I 11 ---=iin�l 2 ED ETA I l_ /.f.I �,I U/l7SV� �1�211_li oll EXr,%,n6lPn !T. PT. 2-4 IDE::7-A I I 31 14 4:�n.L5_ 3'It KEYNOTES: , 202 COMPACTED FILL - 203 ASPHALT PAVING 301 4" CONCRETE SLAB 304 MONOLITHIC FOOTER SEE STRUCTURAL DWG. 413 BRICK MASONRY RUNNING BOND 415 BRICK MASONRY SOLDIER COURSE 500 STEEL BEAM SEE STRUCTURAL DWG. 501 STEEL JOIST SEE STRUCTURAL DWG. 503 METAL DECK SEE STRUCTURAL DWG. 506 STEEL ANGLE SEE STRUCTURAL DWG. cc 508 METAL FURRING CHANNEL W 511 3 5/8" GALV. 18 GA. METAL STUDS @ 48" O.C. Z W 512 3 5/8" GALV. 18 GA. METAL STUDS @ 24" O.C. V 514 8" GALV. 20 GA. METAL STUDS @ 24" O.C. (.. W 525 STEEL JOIST EXTENSION ..j 607 2X4 PT. WD. ''°- 608 2X8 PT. WD. NAILER 0 Z 609 4X5 PT. WD. NAILER cc O 611 PT. WD SHIM y V 612 1/2" CDX PLYWOOD SHEATHING V: U 623 1X2 PT. WD. V 701 VAPOR BARRIER J LL 702 BATT INSULATION 703 RIGID INSULATION Q f CQC C N 704 BUILT-UP ROOF V w 706 FLASHING 7 0 708 SEALANT CONT. 709 CAULKING CONT. 714 METAL CAP FLASHING PRIMED AND PAINTED 721 EXPANSION JOINT 723 CANT STRIP F" 725 WEEPHOLES @ 24" O.C. (TYP.) W 804 ALUM. STOREFRONT DOOR WITH 1/4" TEMP. GLAZING a 805 ALUM. STOREFRONT MULLION WITH 1/4" GLAZING 0 J 807 ALUM. THRESHOLD W z 901 3/4" STUCCO ON METAL LATH Ltj 0 903 1/2" GYPSUM DRYWALL 904 5/8" EXTERIOR GYPSUM DRYWALL J 905 ACOUSTICAL CEILING ON SUSPENDED SYSTEM (` (n CL 919 ALUM. SOFFIT W 924 DRIP SCREED V 0 N F 2 F U) 2 0 U 1E N Z _® F— w U N W J F �Q J ~ W w JQ I od ca 0 2 L) r o� w 0 �N:r C) m m ; (I 00 ¢ < a� EL < o 4 If) m N M v n S N Z O O > > > U W O ¢ O W W W �I! Q w U) SET NO SHEET A4.1 OF 4 I,1A A &Hamm a� x' rq ' ��Pj� S� Jx} 3=t 4 , �z { _y, c .Lt�> :s � t,'Y� � tYi ,t ;�,. p rt e��y ik iMifa r x fr �1 'de, �54 �'w .ni, d t y� � y-.xi wri i,} ;,r��.� � , x}};: 9's+ � ,, � � * �'r `ter �^�, •>~,. 7r�¢,:. , ."s�,�,� x'P� v ... rm � b ° =SY.. �t k`w +Sa., rvu � � L:'r � `�"r . Tea ^', .p,°3,. �- „i•. � +r�. "�µ,me ��gy ,,� � � fs r ".:�»'� � �.:.��Fx � i� e �� y.`•�rrt '�"��.aa3'-�'� s �. ,4��'§ ` �� ..� t�'§�,. I�. e ... ,� ,}�K - `iji � x i�r+ � .§. � �` N'� .k . ,3, `€t- " t'�', A lt�Y KEYNOTES: Aa �j i 01( �I ii " 219 12" DIA. P.V.C. PIPE BOLLARD FILLED WITH CONCRETE fig{ k ... ... .� 3 Y. M1x. �. i. ..M1, �.. 'S ♦ :. N it ,L ,b' x.5:d�, ~h4> .r ..'�'A*} . I i'r u-•v s i /'f ra�c� r� _. III III O � r .:" 4 h ....... rv... ea. \ ....rt4 'l :.. :...A i t .. . a3 . S'y S tk t.:.✓d, .d'i. .....1 _.. .,..•.:. r 1 ? yn d ,:.. !,}:.. ;7 e a,G w svr s w :n,d�c friYFw.• r,v tt a r..,. i. •x r'} 1 sL "/ yS 'd{ f tf N` '4 V iF'?. v "M'�k£..t TMP� z tt 4J ah yk cksi. :. S § 4r,� l�^� �� cxi�gY: rt r �t ' •a t�t,,a�,:W,4 `��`� ::z :, �� *t,n r F ,r x � *� o'"�a 5 T�1 >, E� ,a r .,#«ax i5% 5 � A� s .. � �:£�� +ar .5._5'f� � j" E✓ ka^�y"i4 h ''" N '" 5 � i h k� 2': Si n� r:•y rt w � �n� �f Y" t. '� ti$! �f e� � .,}: ,. k '� kn"'4,��*�'�', c I%4I, EQ Y" g� MM ✓:,,. Er � u . .eF i yyr� `ix a 3 71 I ]54Mi+,5f L} ?: a �E�§$4 �•S'F .6�.y iT rx „ram.s`."-zrae-.-rs"'r"'�i'r Ib� � l l l/ZII Izl l,+ b" f 1 �--. i ,',`'``{;�t.�*' :. UN ROM # 5ss¢ {fit""ems,,:.. gy3 `F� ,��JT-i { �.••r�� ;Map413 r�-e r I. / / \ 1�%1 V A i ✓1�I� 1f f I DZ J 40 ------------------ 415 Ej F�,i - 971 IF _ x, s x r A 3 .., r5 - � ., _. �` _ w '"x;:._ -.. L �'. ;: r r •s... ,.� .,.., r �^x . _: �a eC ww -.. ,. ♦_ .. e+ .a^,•"s ,.� f ,4' �' � a. .... ._. ,.t t •� .h.._._ ,a _ � fs. ...--s5_.,,as'w. _. _.-:.. �_. _,>.-,___._ t, .. �•`,.,:.y _. _'____ .. ., .._. _ . ,.x:__�i �.z..� a_, .. ��.. __.. __r. T�4e. s.,�_ .a_. x 151 C� r-K K f a 4 1+R. FIIRf - WAU- 46tf;rR To lJ z t rg ------------ S I i wrx.w'' a v x fit'.. IL�iNGT �� I 11 2_0 C� a uwn`! 0 cp -�PI&14 E;r-r Z j 22I8 34 21111 34 I 11 11 22181 3Q 211� 2Gi� III 2�i1- of 2-4 2�i� �i1, 2�1. of Fl Wre All 1; 2 I z 2 I/81-11"pu hcG E /b°=I'.ou' f hGo-��/Si_li,ou SG/aLE. F 2 Q J m N 0 U Z�` a N Z ? J J O. V wZ a W ' Z F- �- W (� �~ J w a ti I} W � H � 2 F Upo *, co 0 co a ;flt a Q d 6 < < 6 o N IIl N mmoommon u' ,SET NO SHEET l 6 i PARTIAL PLAN 10 3-4 10' 5'-O ' 3 PARTIAL PLAN <v> P IN M 0 P ^ Ef op �x M1� �. � �" � kL �., '3" 9Y� ✓ s � aua is j vlAFW l0s I'M' ri.mommer, m7�ZE (bo ALONG COLUMN LINES 2 THRU 59, `^;.+ i.x hs ; e f. �. -.. '+„in �y.. ., era gar. � a, A � ,�;�•�?�y'.� :+- i'L� sje`�' rc, �aP "r ^: fix:•.=,i'� gp�°&;' :._s. ��a \ �•/ / t>'�.;4�f ��w�'tm .c':�a�'rc•..�`... �:.-�..r�.-.- ai"�. ,.�':. �`zY�€�rTC��i'4e6llC�'%•aLF "rSNn��'.� v. •. kSf .x: �i4��=e Ti ut•�.":R�% ��:<... "vb-�'�� - k• ,. ..6 £�" Ur` sa• .¢� th 4 a s ' ♦ ,- t 1>�1 j � �.$„v. �n 1 � :... low'8 �.r •t`.' �5�.... `x '.;. �e �t::..: 'K h3X ..fi i. '. :, ."{." irn-.. i rs=�'Y•.. Ja^, s, n.� .,> ' �'�,� - 4 ,:'i+.{��.. I � rR� 4y;, "�:.i" a... �. 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K• 7 90 I7r-.M. // T.H. /z 100 n L Io / As an alternative, joist girders could be replaced by steel beams as follows: "These beams have been designed as continuous beams. O.O.V. SplicinG of beams should be done as follows: Along column and between steel beam Case I: Typical 25' bays line column lines size r-,it car �; Snr�lr crj�cc Sti r Ce _ 2G i-'IICG II ^ Q� D 1 and 21 w18 x 35 S � p 2 K� 49 50 — - -7¢'-0 - --- - - - A 1 and 21 w16 x 26 T 3 1• 4 3Z- 41L/4 I Iq C 28 and 32 w16 x 31- 25- B 28 and 32 w16 x 31 C 32. and 40 w18 x 35 ll'' N (v -15 B 32 and 40 - w18 x 35 N -7 Cti Q C 40 and 46' w16 x 31 B 40 and 46 w16 x 31 / N D 50 and 60 w18 x 35IK - Y r A 50 and 59 w16 x 26 �— D 21 and 25 w2l x 44 " � c0 3` 9 �x I m A ZI and 25 w18 x 35 L 30-4' 25 !1 -� IO tf► �-I I m C 46 and 47 w18 x 35-ass � - O\'V S--IS Z Q F- 8 46 and 47 w18 x 35 \� Z A II A 48 and 50 w18 x 50 W-I4 � � -� W II D 48 and 50 w21 x 44 �S Beam extending from intersection of 25 and D to 12" CMU wall w18 x 3� (simply supported) W I J • II 5 Beam along column line Band extending [0 12" CMU wall w18 x 35 �- (see case H below) ICD- I I /2 -I ICn• I I %2 m � Beam }F— along column line C and extending to 12" CMU wall w18 x 40 (see case II below) - - ----- - - • � � i I � ' ..EN I � .. � ' ..I SEEN � :: � , .� looll-E rill■ ♦, © ' • a ti� o 50 IL IL �hrV��b '0 �` �, \� • Z 3"�� ROOF FRAMING PLAN w 0 2 tih l; tXtx ROOF FRAMING PLAN NOTES SCALE; 1 " = 2 0 0 /fl / d C0 N-1 HORIZONTAL BRIDGING SPACING IN EACH BUY IS DIVIDED INTO N-19'JOIST GIRDER 32G6N6,9K, I V J EQUAL SPACES N-20 JOIST GIRDER 32G6N6,OK. C� "0 BETWEEN BAR JOIST BEARING. SEE DETAIL 13 SHT. S-5. N-21 BAR JOIST EXTENDED ENDS, �1fL �<0 N-2 TOP OF'JOIST ELEVATION A.F.F. IS SHOWN THUS AS XX'-XX N-22 BAR JOIST SUBSTITUTE 2 1/2 " DEEP. > ♦�� q \^ !/� Dc� ' N-3 SEE SHEET 6 FOR BEAM SCHEDULE. N-23 JOIST GIRDER 32G6N5,6K. W N-4 ---- N-24 JOIST GIRDER 32G6N7.4K, p N-5 L3 X 3 X 1/4 TO CARRY ROO F DECK. WELD TO TOP OF BAR N-25 CENTERLINE STRUCTURAL STEEL BEAM. "0 JOIST OR EXP, BOLT TO THE WALL. .N-26 ROOF EXPANSION JOINT. SEE DETAIL 13 ON SHEET S-5 J N-6 BAR JOIST 22 K7 AT 5'-0. O,C, (U,O.N,), TYPICAL BETWEEN N-27 TOP OF 12" CMU WALL AT 21'-4 A.F.F J COLUMN LINES 1 AND 21; 28 AND 32; 32 AND 46; 50 AND 60, N-28 STEEL BEAM BEARS ON CMU WALL, SEE DETAIL 14 ON SHEET S-5 F W Q�\^ N-7 BAR UOIST 12 K1 AT 7-0. O.C, TU,O,N.) TYPICAL BETWEEN 1 N-29 ROOF EXPANSION JOINT. SEE DETAIL .3 ON SHEET 5 5 . 2 (n � AND 21; 50 AND 58.' N-30 3" DIAMETER PIPE COLUMN SUPPORTED BY BEAM BELOW AND SUPPORTING BEAM W cl) .� N-8 BAR JOIST 16 K2— AT 5'-0, O.C. (U.O,N.) TYPICAL BETWEEN ABOVE. J D II p 41 0 28 AND 32; 40 AND 46, N-31 3 DIAMETER PIPE COLUMN SUPPORTED BY BEAM ABOVE AND SUPPORTING BEAM U N-9 BAR JOIST 20—K5 AT-S -O O.C. U.O.N.) TYPICAL BETWEEN 28 BELOW, AND 32; 40 AND 46. N-32 REFER TO ARCH. AND MECH, PLANS FOR SIZE, WEIGHT, AND LOCATION OF MECH. ' N-10 JOIST GIRDER BEARS ON BLOCK WALL, SEE DETAIL 12 SHEET UNITS. �+ D^ 0 S-5, N-33 CENTERLINE OF PIPE OR TUBE COL. \ N-11 BAR JOIST SUBSTITUTE 2 112" DEEP AS OUTRIGGER AT 5'-0. N-34 CENTERLINE OF C,M.U. WALL. v, ¢ N • ti 0 p O.C. N-35 OUTSIDE EDGE OF C.M.U. WALL. CC W N-12 TYPE "S" BEAM SPLICE. REFER TO DETAIL 15 SHEET 5. N-36 C.M.U. EXP. JOINT . SEE DETAIL 24 ON SHT. S-5, ui 9 o njlpc 0) N-13 ROOF DECK SLOPES 1/4 IN. PER FOOT IN DIRECTION SHOWN, N-37 METAL ROOF DECK 1 112" DEEP. " ti N-14 ROOF EXPANSION JOINT. SEE DETAIL 19 ON SHEET S-5. N-38 Top OF WALL SLOPES. z w Qj \� N-15 JOIST GIRDER 28 G5N7,4K, N-39 BAR JOIST TOP CHORD EXTENDED ENDS. SUPPORTED BY C.M.U. WALL OR STEEL BEAM, W � �h 1 ALONG D AND BETWEEN 1 AND 21, N-40 JOIST GIRDER 32G6N4,6K. NW' Sc ?jA 2 ALONG )� AND BETWEEN 32 AND-40, N-41 TOP OF BLOCK WALL STEPS 2 o L>u ICU w 3 ALONG AND BETWEEN AND ,� �� F t y 6 o t 4 ANLONG D AND BETWEEN70 AND — �j J z CC 4;' �h N-16 JOIST GIRDER 28G5N5,6K. NW 1 ALONG A AND BETWEEN 1 AND 21. �� is 2 W -, m a 2 ALONG 7 AND BETWEEN 20 AND�9, '�'� O W o� M Urn o,�r 0 N-17 JOIST GIRDER 28G5N6.OK \�,� 1 ALONG B AND BETWEEN 28 AND 32, 2-ALONG B AND BETWEEN U AND 7�6. \�\ \ �,R N-18 JOIST GIRDER 28G5N6,9K, 1 ALONG C AND BETWEEN 28 AND 32. L 7 ALONG -C AND BETWEEN 40 AND -lb, i2 ZZ a d n IL 1!/ W u. 3 �^ �� s: �. D- w 0 N 35 14' IDS I�l 5 tiy`') h" „��L N 3CD 515 IJ-1 S 5 U 3�v 14' �O I 15'-2 to z W t0 01 a10 � 13 3A. � N - l4 5.5 - 3 �°� 55 5 iJ-Cn N ICc I KI-37 -5 `� a Oco n 1 �� OQ m GJ' 3 cI'I N-IS M �'I I !'v rr^^.\\\ .., k N i < > 3 a 0 O O O 4!CJ S-S �\"!�' W N a W H N el coLIJ co UJ CV 8 , `q•0 �Z cn N 5 I i 1�= l i ICo I I /2 u 33 ICo' I I %Z IZ I %2 ir 1 7- I % 7 17- I /¢ 17-I /2 c2 5 /2 5-5 I7' I /¢ \�.q\i2 �oj`5 ��` \ r� J LA i w cn 5 5 17 1 I/4 I7-1 %4 W t3 I 13 2 13- 3 B 4 15 5 13- CDl. 7 B 8 l3- 9 1 B- ID 3 / W �VJ"" vl a a3 to A-q / SET NO p >3-57 5 29 5-30 I F3�131 5-4-0 5 32 13-33 E3 5-35 5-W 5-37 C3-38 I 5 39 3 -4 2 SHEET -31 4 i 3 4 I 2 IJ 12 ICE 27 3 4 3' 4 3; 4 I 3=0 \a\O / N 35 i 22' 8 21 ' 8 ZI' 8 c�_ r� 5 5 S _r� 5 5 1 5 17' I %4 3 q 17 I I/4[117'-II/2 17' I �/2 -5 c�-5 21 8 21=8 21 8 21 8 2CD 4 I� q 2'L A` `O S 2 I 2-4 25' 4 25'-O 25' O 25' O 25 0 25-0 25 O 25' O 25' O 25' O 25' O 25' O 25'O 25 O 25.0 _ 25 0 25'-O 25'-O 25'O 25'-D 31 0 14 2 q-q 5\ KI-25 54-5 2 �2 Gj� Z I OF tJ 33 ( 5 -60 40- - 5 0(7 1 (10) SI 5(1"1 l2 13 S 5 l4 15 ICo 5� 5 17 (8 2 - 19 g G 21 22 23 / 2 tii N. © - . • 0 7► • 5'- 4 51 7%2 I8-Z N-N-41 1410 I (N-7 N- /z5ll -lY _ 16 EQ Sh -- a �U 2 o�q 0 �A21 5O 5'O5O_ 50 5-0 ti0.2��2 R9 Cod -'�eo5Q. o v.1 H ft a. / MEN 'n I � �h N 49 L 41' - 13/4 N•28 5'-O 5'0 5 O 5 0 5 0 IEl1 J 37'-4 1� �11 ' o �Ile co q�lk q, co ROOF FRAMING PLAN NOTES w N-1 HORIZONTAL BRIDGING SPACING IN EACH BUY IS DIVIDED INTO N-16 JOIST GIRDER 28G5N5,6K. N-33 CENTERLINE OF PIPE OR TUBE COL, EQUAL SPACES 1 ALONG A AND BETWEEN 1 AND 21. N-34 CENTERLINE OF C.M.U. WALL. BETWEEN BAR JOIST BEARING, SEE DETAIL 13 SHT, S-5, - ALONG 9 AND BETWEEN 50 AND 59, N-35 OUTSIDE EDGE OF C.M.U. WALL. N-2 TOP OF JOIST ELEVATION A.F.F. IS SHOWN THUS AS. XX'-XX N-36 C.M.U. EXP JOINT SEE DETAIL 24 ON SHT. S-5, N-3 SEE SHEET 6 FOR BEAM SCHEDULE, N-37 METAL ROOF DECK 1 1/2" DEEP, N-4 ---- N-17 JOIST GIRDER 28G5N6.OK N-5 L3 X 3 X 1/4 TO CARRY ROOF DECK. WELD TO TOP OF BAR 1 ALON6 B AND BETWEEN 28 AND 32, N-38 Top of WALL SLOPES, JOIST OR EXP, BOLT TO THE WALL, ALONG J AND BETWEEN 0 AND 4E, N-39 BAR JOIST TOP CHORD EXTENDED ENDS, SUPPORTED BY C,M,U, WALL OR STEEL BEAM. N-6 BAR JOIST 22 K7 AT 5'-0. o,C, (U.O.N,), TYPICAL BETWEEN N-18 JOIST GIRDER 28G5N6,9K, N-40 Do NOT PROVIDE SLOTTED HOLES ON BEAM FOR BEAM To SIDE OF COL, CONN. COLUMN LINES 1 AND 21; 28 AND 32; 32 AND 46; 50 AND 60. 1 ALONG C AND BETWEEN 28 AND 32. N-41 Top OF BLOCK WALL STEPS, <' N-7 BAR JOIST 12 K1 AT 7- 01 O,C. TU,o,N.) TYPICAL BETWEEN 1 2 ALONG C AND BETWEEN � AND , N-42 CENTERLINE TO CENTERLINE OF STEEL BEAM DIMENSION, y,¢ AND 21; 50 AND 58, N-43 EXTEND W18 STEEL BEAM To 2" FROM OUTSIDE EDGE OF C,M,U, THIS BEAM SUPPORTS N-8 BAR JOIST 16 K2— AT 5'-0. O.C. (U.O,N,) TYPICAL BETWEEN N-19 JOIST GIRDER 32G6N6.9K, W16 STEEL BEAM. 28 AND 32; 40 AND 46, N-20 JOIST GIRDER 32G6N6,OK, N-44 JOIST GIRDER 36G7N5,6K N-9 BAR JOIST 23K5 AT-5'-0 O.C. (U,O.N,) TYPICAL BETWEEN 28 N-21 BAR JOIST EXTENDED ENDS, N-45 Jotsr GIRDER 36G6N5,6K AND 32; 40 AND 46. N-22 BAR JOIST SUBSTITUTE 2 112 DEEP, N-46 JOIST GIRDER 36G6N74K N-10 <IOIST GIRDER BEARS ON BLOCK WALL, SEE DETAIL 12 SHEET N-47 JOIST GIRDER 20G4N7:4K �� S-5 N-23 JOIST GIRDER 32G6N5,6K, N-48 EXTEND W24 STEEL BEAM TO 2 FROM OUTSIDE EDGE OF C.M.U. THIS BEAM SUPPORTS N-24 JOIST GIRDER 32G6N7.4K, N-11 BAR JOIST SUBSTITUTE-2 112" DEEP AS OUTRIGGER AT 5'-0, N-25 CENTERLINE STRUCTURAL STEEL BEAM, W21 STEEL BEAM. O.C. N-26 ROOF EXPANSION JOINT, SEE DETAIL 13 ON SHEET S-5 N-49 STEEL BEAM IS SUPPORTED BY STEEL BEAM AND NOT BY C,M,U, PIER ON THIS END, N-12 TYPE "S" BEAM SPLICE, REFER TO DETAIL 15 SHEET 5, N-27 TOP OF 12" CMU WALL AT 21'-4 A,F,1�— N-50 STEEL BEAM IS SUPPORTED BY C,M,U, PIER, N-13 ROOF DECK SLOPES 1/4 IN, PER FOOT IN DIRECTION SHOWN, N-28 STEEL BEAM BEARS ON CMU WALL, SEE DETAIL 14 ON SHEET S-5 N-51 PIER STEPS IN HEIGHT To SUPPORT BEAM AT LOWER ELEVATION, N-14 ROOF EXPANSION JOINT, SEE DETAIL 19 ON SHEET S-5. N-29 ROOF EXPANSION JOINT, SEE DETAIL 3 ON SHEET 6-5 , N-15 JOIST GIRDER 28 G5N7,4K, N-30 3" DIAMETER PIPE COLUMN SUPPORTED BY BEAM BELOW AND SUPPORTING BEAM 1 ALONG D AND BETWEEN 1 AND 21. ABOVE, 7 ALONG F AND BETWEEN 32 AND--40, - " COLUMN SUPPORTED BY BEAM ABOVE AND SUPPORTING BEAM „ x . > .;-_ _..,_ -F =.. N 31 3 DIAMETER PIPE CO 3 ALONG C AND BETWEEN 32 AND, BELOW, ,. ,- a� i AN LOCATION OF MECH. � . � F rl ANLON6 D AND BETWEEN A FOR SIZE WEIGHT, D -SO ND�O, - MECH. PLANS� ARCH. AND� � _ _ 2 REFER TO C `3,g:'�': v l"r•.xk+§ f t4 _rf�'sA ,.:r.T - ! 1 �'- `' #' d9+ 4h Y,b� UNITS, 3 .. .^�. :.2 s.. -. =.3.._ Fc- .: -=r. -ens...+...,._. tN4 W N-Cv F— Z W U - LU F- D U Z CO m AI 29 cc W OU ir _W UU 1 © bw A uw It , S�5 20'4 \ rl•25 © I A 1 • A W: t . g a r } „ r I.7_1 PURN gTlat�l These dr■vings shall he used only for the purpose intended ■ t ties of printing,as indicated hove. oest Dravings ■rs issued for only one ofthose purpoon CO ORDINATION OWNER REVIEWOORDINATIO PERMITTING BIDDING a,*?` CONSTRUCTION --y Use of these drseinge for any purpose other then that intended shall be at the sole risk Z F U o a `� m m m 0 0 z cc 2 a M ■._ < C) EL N IA m o- a n f U O I- N Q a Z O o O W 4J d W N N y Ir w G U A. < ¢ 6 a U So ll N UJ ^^ F- th Y S L� LA J w� W " ai U. ' ollommm ft y 11 I r"MOM I/�) DESIGN LOADS 1. Live Loads PORTLAND CEMENT CONCRETE T' Roof ....... ....................... 20 PSF 1. Compressive Strength at 28 Days ........ 3000 PSI STRUCTURAL STEEL BEAM SCHEDULE Slab on Graue ....................... 100 PSF 2. Mirimum Cover 2. Wind 'load a. Footings ............................. 3 in. to bottom PLAN BEAM TOP STEEL ELEVATIONS COMMENTS 110 MPH MARK SIZE LEFT RIGHT Design wind Speed_ ................ b. Slab -on -grade ........................ centered ---------------------- 0-30 ft__ ....................... 34 PSF c. Other ............ 2 in. 3. Cocrdinate drawings of all t*;B, ... nd B- I W 16 X 31 16-9 - 3. Dead Loads rad for required embeda, openings a B_ 2 W IG X 31 16-9 - Roof system accessories not shown herein. 3 W 16 X 31 16-9 - Built up roofing ............... 10 PSF 4. All reinforcement shall be securely held in place by standard accessories B- 4 W 16 X 31 16-9 - 01,11 Metal deck ..................... 2 PSF during concrete placement. B- 5 W 16 X 31 16-9 - Bar Joist ...................... 3 PSF 5. Bars shall be Grade 60 conforming to ASTM A615 incl. Sl B_ 6 W 16 X 31 16-9 - Mechanical ..................... 5 PSF 6. Welded Wire Fabric shall conform to ASTM A185. Ceiling ........................ 4 PSF 7. Detail and fabricate reinforcement in accordance with 'Manual of Standard B- 7 W 16 X 31 16-9 - B_ 8 W 16 X 31 16-9 - Electrical ................ I PSF Practice for Detailing Reinforced Concrete Structures*,ACI 315. B- 9 W 16 X 31 16-9 - 3 4 Othei Loads S. Place Welded Wire Fabric centered in depth of slab -on -grade unless noted B- 10 W 16 X 31 16-9 Contractor shall submit cut sheets for all equipment including but otherwise. Lap all mesh joints two full meshes. B- 11 W 16 X 31 17-0.25 wa not limited to hvac package units, air handlers, generators and 9. Provide minimum lap splice of 30 bar diameters, but not less than 24 and any special support B_ 12 W IS X 35 16-9 chillers. Information Shell include weight inches, for all reinforcing bars, unless noted otherwise. Stagger splices in B_ 13 W 16 X 31 16-9 requirements. See architectural and mechanical drawings for details t adjacent bars at least 24 inches. a- 14 W 16 X 31 16-9 r-elating to roof mounted equipment curbs. 10. Provide bent bars at corners and intersections of the same number and B_ 15 W 16 X 31 16-10.25 1 Impomeongo-T4 size as the straight bars. B- 16 W 16 X 31 16-10.25 CONSTRU(TION SAFF7Y 11. Ex��csed edges of beams and columns shall be chamfered 3/4 in. u.n.o. B- 17 W 16 X 31 16-10.25 Sion include provisions to Satisfy safety 12. Interrupt typical slab reinforcement at all construction and expan 1. These drawings do not B- 18 W 16 X 31 16-10.25 requirements. Contractor is solely responsible for ensuring safety during, transfer. joints. See specific details for any dowels required for shear B- 19 W 16 X 31 16-9 wcut control joints prior to construction. 13. Cut every other wire along the line of as B- 20 W 16 X 31 16-9 2, Do not over!0ad one segment or span of a beam continuous over se placing concrete. Make sawcuts within 12 hours of concrete placement. B- 21 W 16 X 31 16-9 supports. Beams should be loaded as gradually and evenly as posaibi 14. Provide 1/2 in. preformed expansion joint material where slab abuts B- 22 W 18 X 46 20-1.75 MV'1�`V% , Z the full load is in place. vertical surfaces such as walls and columns. B- 23 W 16 X 31 20-1.75 10 5. See architectural drawings for locations of anchor slots in o umns W 16 X 31 16-9 -k Al DRAWINGS AND SPECIFICATIONS beams and concrete slabs. B- 25 W 16 X 31 16-9 0-V1 I Do nat scale these drawings for dimensions not given. 16. See architectural drawings for exact locations of depressed areas in B- 26 W 16 X 31 16-9 dimensional discrepancies between architectural and slabs which are not shown or dimenBioned on structural drawings. 2. Advise Architect of, B- 27 W 16 X 31 16-9 LLI structui,al drawings prior to commencing construction of affected elements, 17. Provide vapor barrier under all slab -on -grade in enclosed space. B- 28 W 16 X 31 16-9 to commencing curing compound to Blab within two hours of completion of finishi- _J 3. Verify all existing field conditions and dimensions prior Id. Apply B- 29 W 14 X 22 16-11 F" constru,_,tion. ng operations. Use liquid membrane forming compound complying with ASTM C309 B-- 30 W 14 X 22 16-10.75 X 4. Theso drawings are intended to be used in conjunction with those of other Type I Class A. Follow manufacturers instructions. Acceptable products B- 31 W 14 X 22 16-10.75 trades including but not limited to architectural, mechanical, civil, etc. include : MasterBuilders 'Mastersealm, Burke 'Spartan -Cote', and Sonneborn-- B- 32 W 16 X 31 16-11 Refer to drawings of other trades for details relating to the structural Contech 'Kure-H-Seal'. B- 33 W 14 X 22 16-10.75 Z r Z) components. Bring any conflicts to the attention of the Architect for resolut- B- 34 W 14 X 22 16-10.75 ion prior to commencine work on items affected. 'B- 35 W 14 X 22 16-11 cc N "S Notes are intended to emphasize certain informati CONCRETE MASONRY UNITS -10.75 5. These General Structural B 36 W 16 X 31 16 on more completely discussed in the bound Specifications. The Contractor 1. Blocks shall be hollow load -bearing masonry units Grade M, Type 1, B- 37 W 14 X 22 16-10.75 should be familiar with the requirements as stated in the Specifications. conforming to ASTM C90-70. B_ 38 W 14 X 22 16-11 Uj 2. Mortar shall be Type S with minimum compressive cube strength of 1800 Psi a- 39 W 14 X 22 16-10.75 7 BUILDING CODES AMD SPECIFICATIONS 28 days. B- 40 W 16 X 31 16-11 Q 1. Standard Building Code,(Southern Standard Building Code Congrees) Is Q 3. Prefabricated horizontal joint reinforcement shall have 9 gage side rai B - 41 W 18 X 40 16-10.75 D 2. Building Code Requirements for Reinforced Concrete 318 (American Concrete fabricated from high -strength cold -drawn wire conforming to ASTM A82. Wire < 8- 42 W 14 X 26 16-10.75 Institute) trusses shall be galvanized after fabrication. Place joint reinforcement in 3. Specification for the Design, Fabrication, and Erection of Structural Steel alternate courses in all valls. Place three rove @ 8 inches cuc. immediately 0- 43 W 14 X 22 19=10.7-3 Lap side rails at B- 44 W 16 X 31 17-0.25 U W Z 04� above all wall openings, and at the top of all walls. (American Institute of Steel Construction) Z for Buildings, - 45 W 14 X 22 17-0 (American Welding Society) least 6 inches at splices. -, f B 'I 4. Structural Welding Code D1.1 _,;, " M, B- 46 W 14 X 22 17-0 and other required to g I 4. Provide all special lintel, knock -out, jamb block - 47 W 16 X 31 17-0.25 UL B at FOUNDATIONS **-AM-og 'Mko to cut block as required. complete the walls as shown. Use masonry Sales overat -10.75 El 5. Brace foundation wells before backfilling against them to prevent r 8 4B W 14 X 22 16 1. Maximum allowable soil bearing pressure ....... 2501 PSF B- 49 W 14 X 22 16-10.75 easing, buckling or rotation of the walls. Brace all walls against wind, 2. Place clean, granular iill in 1ooBe iifts not exceeding 12 in. in B- 50 W 14 X 22 16-10.75 construction loads or other temporary forces until such protection is no thicknesen Each lift shall be compacted to a minimum of 95% of the soil's for the safe support of the wall. B- 51 W 12 X 14 16-11 16-9 longer required modified proctor maximum dry density as determined by ASTM D-1557. 6. Provide 8 inches x 8 inches precast concrete lintel with two No.5 bottom B_ 52 W 14 X 22 16-10.75 - 3. Notify Architect if footing exravation reveal& unsuitable or unstable bars over all openings 5'-0 or less in width, where steel or other lintels B_ 53 W 14 X 22 16-10.75 Rails. are not specified. B- 54 W 14 X 22 16-10.75 IG inches precast concrete lintel with two Mo.5 bottom B_ 55 W 14 X 22 16-10.75 PV�l ON, omm �. OPP, 7. Provide 8 inches x STRUCTURAL STEEL B- 5G W 14 X 22 IG-11 - 1. Hot -rolled steel beams, plates, bars, channels, rods, anchor bolts and bars over all openings more than 5'-0 wide, where steel or other lintels are B- 57 W 1.2 X 14 16-11 16-9 Z all conform to ASTM A36. not specified. B- 58 W 12 X 14 16-10.25 17-0.25 angles sh 8. Provide clean -outs for filling cells in lifts exceeding 4 ft. 9. In 2. Steil pipe anall conform to ASTM A53, Grade E, Fy=35 KSI. addition to requirements elsewhere in the drawings for filling cells, fill B- 59 W 12 X 14 16-10.25 17-0.25 3. All welds shall be made with E70 Low Hydrogen electrodes, by qualified cells with concrete and one #5 bar at a maximum spacing of 4'-0, u.n.o. Fill B_ 60 W 16 X 40 20-0 - a - welders as per AWS requirements. first cell each side of any opening, and fill first cell at end of wall. B_ 61 W 16 X 31 20-0 - ff-RE4, 4. All bolts, except anchor bolts, shall be high -strength ASTM A325, 3/4 B- 62 W 16 X 26 20-0 10. Extend vertical bars into footing, or weld to steel beam as appropri- Via in. dia., unlear notLd.otherwlse. Use hardened washers under turned elements. ate. B- 63 W 16 X 31 20-1.75 5. Contractor shall provide adequate temporary bracing, ahoring and guylng B- 64 W 16 X 31 20-2.75 ll. Provide control joints in accordance with details on dvgs, and per these z�, of the framing against wind, construction loads or other temporary forces B- 65 W 18 X 35 20-1.75 20.0 > until Eiuch protection is no longer required for the safe support of the guidelines: 8- 66 W 12 X 16 20-2.75 20.0 a . At changes in wall height pq a I B- 67 W 12 X 16 20-2.75 20.0 atructl�re. b. At changes in wall thickness IV- wl q. - -1.75 20.0 6, Return ail Welds at corners twice the nominal weld size minimum. a B 68 W 18 X 35 20 7. Pro�ide holes for blocking bolts as shown in architectural drawings. c. At wall openings less than 6' 0 wide, one id B_ 69 W 12 X 14 18-4.75 - 8. Anctior bolts shall be furnished with heavy hex nuts and fiat d. At wall openings 6'-0 or wide , both sides washers and shall be ASTM A36 Round Stock, threaded at one end and hooked e. At control joints in applied laster or ma onr veneer B_ 70 W 12 X 14 18-4.75 - I f. At chases and recesses for pi es, columns, etc. B- 71 W 18 X 35 20-0 19-3.75 at the other, U. N. 0. B- 72 W 18 X 35 19-3.75 18-5 9. All copes, blocks, cutouts and other cutting of structural members shall In addition, control joint spacing along a straight wall shall not exceed B- 73 W IS X 35 18-5 17-11.5 UJ 100 ft, nor 4 times the wall height. For this building, the maximum spacing have all reentrant corners shaped notch -free to a radius of 1/2 in. minimum. B- 74 W 18 X 35 18-4.25 17-11.5 10. All beams shall be fabricated and erected natural camber up. of joints shall be 64 ft. B- 75 W 18 X 35 19-1.75 18-4.25 LI 0 11. Structural Steel tubing shall conform to ASTM A500 Grade B. B- 76 W 18 X 35 20-0 19-1.75 12. All structural steel shall receive one shop coat of grey primer paint. B- 77 W 16 X 26 20-0 - T 13. Framing connections shall be AISC Type 2 double -angle bolted connecti- B- 78 W 16 X 31 20-0 ons, U.M.O. Select connections to support one-half the total uniform load B- 79 W 16 X 31 20-0 - capacity shown in the uniform load constants, part 2 of the AISC manual, for B_ 80 W 24 X 55 20-2.75 20-0 U) the span and grade of steel specified. B- 81 W 24 X 55 20-2.75 20-0 0 X 14. Ends of columns shall be milled to bear at all splices and attache ent of B- 82 W 12 X 16 20-1.75 - Lu uJ Z base plates. 13- 83 W 21 X 50 20-2.75 6 etc. around or affected by - 84 W 16 X 31 17-0.25 Z 15. Structural openings, supports, anchors, 8 Z w ,mechanical, electrical and plumbing equipment shall be verified with the B- 65 W 14 X 22 16-10.25 - Lu _J < equipment purchased before proceeding with structural work effects d. B_ 86 W 18 X 35 19-3.75 19-3 W Z Lu 16. Welds not otherwise designated shall be 1/4 in. minimum fillet. B- 87 W 18 X 50 18-5,75 18-P! 5 Zo o > 17. Unless detailed_ elsewhere in the drawingel openings in roof decking D X larger than 1 ef shall be framed by angles 4 x 4 x 1/4 leg down, bearing on a joist at each end. Cope vertical leg 4 in. each end. Weld additional X �_ 0 ate size. CO angles of the same size to form a rectangle of the appropri 11)z F- < Zul = 0 a_ STEEL BAR JOISTS w Z " 1. All joists an column centerline shall be secured by 3/4 in. diameter U�- 0 � < A325 bolts at the top chord bearing. The bottom chord shall be extended and welded to the column. 2 . Continuous horizontal bridging shall be used including where cross -bra- cing is indicated. Weld bridging to top and bottom of joists. 3. Al- joists not requiring bolted connections shall be welded to support w 3/16 in. welds 2 in. long each side. 4. Al- joist bottom chords shall be angles. ' $M�ga 5. Bridging shall be complete and approved by engines- prior to placing QUM 06 metal deck. 6. Joists shail bear 41 minimum on masonry and 2 1/2 in minimum on steel gam �P U.N.O. Joists tearing on masonry shall bear on an embedded steel plate 7. JoJats shall be dipped or sprayed with one shop coat of paint conforming cNH to federal specification TT-P-636 or equal. Paint shall be light grey in color. �el Jois a. All joists shall have been designed in accordance with Ste U InatitLte criteria and submitted to and approved by the Instit L1J 9. Steel joists shall be designed to resist net UplifL uuL 0 F.l. 0 10. Steel joists extended ends shall be capable of supporting a un� Z) distriLuted live load of 100 pounds per linear feet with the live ---- --- ct- ion not to exceed 1/360 of the span length from center to center of supports, LIJ LL1 and a unifamly distributed dead load of 125 pounds per linear feet. LU Z T_ 11. Steel bar joists substitutes and outriggers shall be capable of supporting W LLJ a unifcaly distributed live load of 100 pounds per linear feet with the live xceed 1/360 of the span length from center to center load deflection not to e tn of supports and 1/180 when cantilevering. In addition to the live load they X, load of 125 pounds Xlw, 1� shall be capable of supporting a uniformly distributed dead 0 per linear feet. '04v, 4"';`*,W-�**Aft *40ab WOW i'll METAL ROOF DECK U rmediate-rib metal deck Type IR I . Roof deck system shall be 22 gauge inte W ,I- a one and Ln be Deck Institute. Roof decking shall as identified by the Steel > f Deck 'W;, 0 one/half inches deep and shall be designed in accordance with Roo M 4 Specifications of The Steel Deck Institute. C111 V� d Ii A te ve 2. The deck shall be capable of supporting a uniformly distribute t t exceed vt,3,� load of 20 pounds per square foot with the live load deflection no 0 L/240 of the span length center to center of supports and with a uniforml. distributed dead load of 25 pounds per square foot without exceeding a unit stress of 20,000 pounds per square inch 3. Steel shall be ASTM A-611 Grade C with a minimum yield strength of 33,0 DRAWING ISSUED pounds per square inch. DATE PURPOSE 4. Welding washers will be used for all intermittent puddle welds. N, 4F3/819 cooleVINA-Floxi aid out such that decking shall span three spans 5. Roof deck shall be I 41121q9 c-aOrVIAM7-IrAl F1 without interruption wherever possible. 6. Decking shall be painted in the shop with a grey primer paint. 6 2 0 0, 0 1p� 0 Z Z a 5 Z Z < Vll 7. Decking shall be Welded to support at intervals not to exceed 12 inches 0 0 0 0 Z open on center. There shall be a minimum of 3 Bide lap connectors per W s� 1"iv > > > inch minimum diame F W W W ter and side 1; t, AW, *-V�VRP4 n", between sheets. Welds shall be 3/4 fasteners shall be #12 TEK screws minimum. S. Provide all eave plates, ridge plates, and other pieces to ensure a veather-tight assembily, 9. Touch up all welds and abrasions with rust -inhibitive primer matching in �Zv - Those drawings shall be used only for the color. VV_ . ..... 2W t �30 Deirk and supporting % purpose -24 P, 9- & yx,%Z, wm L members damaged by excess welding heat Shall be 02 .1 W� 4 g �tr . .. .. intended at ties of printing, off repaired or replaced as determined by Engineer. indicated above. Drovingo are issued for only 11. Acceptable manufacturers include Consolidated Systems Inc. (803-771-79- ��46V 9V ...... ... them. purposes,, one of 20) Type F, (704 COORDINATION It �V, Roll Form Products, Inc., -568-1946), Type F15RD, Vulciaft, 57�,; A� -,- OWNER REVIEW AM �1�1,,�.It`fl _W, _M%11� PERMITTING J LP (713-687-4665), Type 1.5F or approved equal. 'AR )ING , IMM CB01DWSTRUCTION Use of theme drawings for any purpose other ILI than that intended shall be at the sale risk Oki of the user. SET r*JO S-6 /'.�7 'OF - STEPHEN WHITEHOUSE ENGINEERS, INC. RECORD OF INTERNAL DRAWING REVIEW COMP. D.L.M. DATE ENGR. DATE CORR. DATE 30 60 rrL_&4.. -r t4. 44cr K-14. 417 so T H 41 . / 1 1? V 411Z-1 100 I.J 1 411& g.v 4 PLUMBING FIXTURE AND 0 bil, C;uNr IONS MOUYTI 0PF"FICATIONS i R �c;' "I �n'__U RKATER "KATER GRIM1 WhTRR 4: u:eET FLR. FLAIR. TO GRAf.IE 6-154 P-1 MOOOTS,-01. FU-Y�4 4 1/Z pom v FLV02-lro GRANS I-1°l�v�G -- 6RJGG� �ll•US FL L�RAJ js� ')ULE ITEM MANUFACTURERS CAT. NO.S _J 6ILL JOSA14 WADE 'ZURN REMARKS NICKEL 5=W-ZP- Rcok wITP 'A H3/4R. rl)olzc> 64o 3 5 - I NTF_rZ./JZAL VA,--UUM bRF_AaV_,' P coolo-z iJ25.27 COAT 74F-e4z>5 wl TeF-LoNj vlw_ w"WE"wowl bHua-opr v4LvE AWVF- 60OWCa W1714 ALLAbco PAWS L �1`fr;164L) ,TRA.fftc- WIT4 LIFT 14OLS Fl wale, REMARKS Cr7VAP ww"ww FAm wl�hl W w WASTE RISERS NOT TO SCALE (-e- 4(o50 -WHITEr 02 EQUAL Puy 6UPVL-(- t1'6'C,,R,M Wgfg&L. NAKIDLF_ 6TvP- -TV2&?� 04" 645T blZA61= 4-HROmE PLA-IMD 'am (-N68 e_-P. WHGEL 4A.N4D-& t7-vP VJT WALL WALL, 6L4ppovTb lob BRANCH DUCT DETAI NOT TO SCALE J'nillm W .AIR DEVICE SCHEDULE MARK DEVICE TYPE MATERAL FINISH ACCESSORIES MANUFACTURER MODEL NO.. REMARKS, Ito- 0� 2A'A24'Pe?4roa-jeo ' 44LWM. ft� 'c� 5 1:), t 4 irz AD-1 tAWUL pp L-( r;krT*etJ C0WJVOU69 Mf_T4LAop_9 Fob - Alb - (o V-9 - -0 ro \4WIT& a. E5. Q - -ruw tAETAL &iZF 'P"- /0 - tD7 -ROOFTOP PACKAGE AIR UNIT SCHEDULE -MARK RTU-1 R-Tu - 2 FilTlA_ 3 RTu-4 R-ru- 5 _r._O_0_LING CAPACITY STUH toqPr??:;) 11551000 0,1 , aco —15,z 00 (0" -SENSIBLE CAPACITY BTUH pll 3,100 IA E 00, 79,W0 35,300 49, 300 ENTERING COIL TEMP.,5 'FDB/OFWB 0 E30 -7 6� 7So SUPPLY AIR CFM cl, 6on 4-1000 z'200 11400 OUTSIDE AIR CFM zoo 40o 800 150 20-11 STATIC PRESSURE EXT./TOTAL IN.H20 0. EVAPORATOR FAN HP ELECTRIC HEATER KW/STEPS 0 NUMBER OF COMPRESSORS NO./FLA 431 w4 F(o-4 CONDENSING TEMP. FDB el r5o el FILTERS ELECTRICAL DATA V/PH/Hz W8-2-4,D 2oe-3-&o og -3- too f ( o 2C)6 J-t6t'i EER_ (COOLING) 1910 1315 19.0 9 WEIGHT 1355s 1405 IS55 F P L A PL A LOCATION em AffaII 'Rimi MANUFACTURER MODEL VFC-�m PFFC-114M VF`e5-004M owl- I NOTES �buppL'f tze'Tuati DOWN Flow_WIT VTF;��UTIbIOF_ 4 VT F`Lftne. OZALAWT MA41-1- St -AD OV- PIPE 6LELeVa — Lvab%60C-WeoN PL&TC AT ff-ATORIOIL WALL-aWLY AQ0 70 SE SWwRom rO Wbb L L. TM PIPER eLLEEVE5 0"Llm 124c.Y.1wch PIPLO - ... WALL. dVIL FLOOIL py'rP. -g m &q wm OR N gg AD. AIR DEVICES NO., REFER TO SCHEDULE FOR TYPES NK. AIR DEVICE NECK SIZE CFM. CUBIC FEET PER MINUTE 0 WALL MOUNTED THERMOSTAT VD VOLUME DAMPER FD FIRE DAMPER nF HIGH LIMIT FIRESTAT, INTERLOCK WITH FAN MOTOR SPIN -IN FITTING AND FLEX. DUCT. FLEX DUCT SIZE TO OWN MATCH AIR DEVICE NECK SIZE... SEE BRANCH DUCT LIJ DETAIL uj AFF . ABOVE FINISH FLOOR E F EXHAUST FAN, REFER TO SCHEDULES FOR TYPES j RTU- PACKAGED ROOF TOP AIR CONDITIONING UNIT NT PIPING z U) M WASTE m 0 yj VTR VENT THRU ROOF Lu HB HOSE BIBB J LL COLD WATER U w z Z HOT WATER, P_ PLUMBING FIXTURE NO. 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Tgs- ; SPEAKER RISER DIAGRAM er_- TD tom' �I Iv l� FprZ I A IJ fir-, r_- N O ZIL E .j ■ r OZ LL Loc O i1. � W U ' 12 I � h': U L IS Z ■ 0 Q , EL � N o F- CL INN a. O W ,•; `r r S J CC, Lu 0 ' f" � d • s J u �= Eli �40 • SIN bo ° : 4 b . O W m F II .o 9 t� FWG ZH° Q • J I I N z U Q ' O , J 7 II 06 O� W WJ Q W = —� =va �_/ 0 U p 7 'D z rl f0 01 N N 1 ca jl I � u, `mot a r fO = N w N 0Z. 0 0 G = N N O U 6 < ¢ ¢ ¢ I: II J A SET NO SHEET E-10 I °,