The URL can be used to link to this page

Home My WebLink AboutManufacture Outlet 46716ti PROJECT: MANUFACTURER'S OUTLET CENTER ST. LUCIE COUNTY OKEECHOBEE ROAD AND INTERSTATE 95 FORT PIERCE, FLORIDA OWNER: RUSSELL DEVELOPMENT CORPORATION 1206 FAWN LAKE PLACE VALRICO, FLORIDA 33594 ARCHITECT: WM, HENRY/ARCHITECTS DIVERSIFIED, INC. 4902 EISENHOWER BLVD., SUITE 150 TAMPA, FLORIDA 33634 TELEPHONE (813) 886-1296 CONSULTANTS LANDSCAPE: ANDERSON/LESNIAK AND ASSOCIATES, INC. 4326 EL PRADO BLVD. TAMPA, FL 33629 STRUCTURAL: STEPHEN WHITEHOUSE 1728 EAST 7TH AVENUE TAMPA, FL 33605 ME6HANICAL TECHNIQUE EN&INEERING, INC. m ELECTRICAL: 3300 HENDERSON BLVD. I TAMPA, FL 33629 _ _ CSC LIST PRO 88=147� Project Now*: MANUFACTURER'S OUTLET CFVTR - nu®Sg it i r. Architegg: WILLIAM HENRY ARCHITECTS Pb: 1-813-878-2155 Contractor: LORD & SON CONSTRUCTION, INC. Pb; 1-904-862-5258 Owner. RUSSELL DEVELOPMENT, CORP. Pb; 1-813-684-8108 Address: ST. RT. #70 ST. LUCIE, FL Occupancy Classification: dt� C�Ca�Gc-CO Type of Construction: Height and Area: occupancy liequircments per Chapter IV: Construction dequirements: A. Fire Protection: B. EgressRequirements: Other Requirements: N! Elevators lSS Sprinklers & Standpipes vl� Combustible Materials - Interior _ Roof Coverings Light - Ventilation - Sanitation Handicap Requirements Plans sent to Fire Dept. - Date: $�®� ®l� g Approved: Plot Plan ° heck Water Sesser ' Energy Code t �a Paving & Drainage 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 CONTRACTOR: ARCHITECT: OWNER:. -- LOCATION: — TYPE OF OCCUPANCY: SIZE OF BUILDING:.. — Lord & Son Construction Inc. William Henry Architects MANUFACTUER'S OUTLET CENTER 2703-2809 Peters Road County #1676 PLAN NUMBER 6-17-88 DATE RECEIVED PHONE NUMBER: 1-813-876-2155 PHONE NUMBER: IV 1 fully sprinh ed 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 and shell 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. This office to be called at least 24 hours in advance for all inspections: TYPE OF CONSTRUCTION: NUMBER OF FLOORS: UIREMENTS: Phase I, II &III Mercantile 143,000 sq. ft. + CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HO R NOTICE REQUIRED ON. ALL INSPECTIONS REVIEWED BY: DATE �- 2-2- :SIGNATURE - HU'CHINSON ISLAND PROPERTY will blew f ytorr subMiatat T. LUCIE COUNTY PERMIT APPLICATION q ll with -,�SaT.'LUCIE COUNTY PERNRI'-NO.'No. EC 87-03 (CODE $ ) SEWAGE PE MIT O. ---- APPLICATION FOR PERMIT TO CONSTRUCT Manufacturer's Outlet Center PHASE I JOB LOCATION/ADDRESS: State Rt. #70 St. Lucie County Florida �tl�•'tjln..: LEGAL DESCRIPTION See 'Attachedl. n�� F� Phase I is column line 1 to '27A)(eS c- No Date - ROAD IMPACT: DISTRICT ZONE S/D MAP # FLOOD ZONE ELEV LOT BLOCK UNIT SEC TWP RGE PROPERTY TAX ID # �% Q l Ob(L/ D O 0 10 ZONE GMPP p /' / �U. ase 000.00 LOT SIZE/DIMENSIONS n' , —' /� ,a f I ��T��T $ SET BACKS: FRONT °y REAR Z6SIDE l `f o SIDE SQ FT BUILDING: LIVING AREA ACCESSORY 61,467 ARCHITECT: NAME William enry Architects PHONE 1-813-878-2155 4920 EisenhoweHr BJvcL ADDRESSSuite 150 CITY Tampa ST FL ZIP 33634 CONTRACTOR: STATE REG/CERT # FLA arm (700R942 COUNTY CERT # 12:.yce,- NAME Lord & Son Construction, IncADDRESS P.O. Box 1808 CITY Fort Walton Beach, ____ STATE FLA ZIP 32549 _ PHONE 863-5158 OWNER OF NAMER"agell Development Corporation PROPERTY: ADDRESS PHONE 1206 Fawn Lake Place 813-684-8108 . CITY Tampa STATE FLA Z133594 STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeared Leven D. Lord who upon y being duly sworn, deposes and says that the information contained in the forging application is true and correct. I,yz Applicant Sworn to and subscribed before me this z45~ day of 191. SCHOOL IMPACT FEES Required 0 Yes ❑ No ry ar Public, State Florida at Large Amt. Pd My Commission expires: MYCOMMISSIUNEXPIRES MARCH 13,15'31 Date Pd Postnrl ST LUCIE COUNTY -ROAD IMPACT FEE CALCULATION FORM .t Name of Feepayer, Address Date _ o�/�� _. _ Permit @ _ _ N . . . . Road Benefit and Collect;�! one # ----- - - - - -- `�=---------- ? 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 TYPE ♦ see .. , . , e � . , • • .. s aqe . a 0 UNITS ,.>..../.../..p.... V SO FT 0 PARKING SPACES se...... 0 STUDENTS ............. 27 FEE PER TOTAL UNIT IMPACT FEE WATER ELECTRIC GAS SEWER 206 S. SIXTH STREET • P. 0. BOX 3191 . FORT. PIERCE, FLORIDA 33450 . PHONE (305) 464-5600 March 4, 1988 Mr. Thomas L. Knott 1905 South 25th Street Suite 205 Fort Pierce, FL 34950 SUBJECT: WATER/WASTEWATER SERVICE OUTLET STORES ON OKEECHOBEE ROAD (FORMERLY PART OF SUNVEST PROPERTY) Dear Mr. Knott: In response to our conversation on March 3, 1988, concerning water and sewer service to the subject project site, it is best to address the following subjects individually: 1. Water Water service is presently available on Okeechobee Road. To provide water service to the project site would only require tying into the existing main located on the north side of Okeechobee Road. The actual characteristics of the tie-in (size, location of connection, etc.) will need to be determined at a later date. 2. Sewer It is not possible to provide direct sewer service to the project site without a pumping station at the property. The pumping station (lift station) would connect to a pressurized sewer main (force main) which is located on the south side of Okeechobee Road. Expense for construction of these systems would be borne by the developer. All construction is expected to be in confor- mance with Utilities Authority specifications, and upon completion of construction will be turned over to the Utilities Authority for operation and maintenance. In addition to these expenditures, there are additional charges levied by the Utilities Authority based upon the water meter sizes. Payment of appropriate fees and charges will be required at the time of service. I have attached a copy of our rate structure as it exists today. March 4, 1988 S page - 2 - r r a , If you have any further questions concerning these issues, please do not hesitate to contact this office at extension 423. AIiiZ\®a i't I1"Iflb & wn ^~u 11~2^&1 SECTION 5 e BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH wft.- FORM 500-8 6 ADYYaataRM By TM 1HUMI'zretrr or doYYUr N AFFAIRS STATISTICS: RESIDENTIAL AND NON-RESIDENTIAL BUILDINGS SEE s 1 PROJECT NAME: dNUFAc. Qrzrzs cunt iL ZONE: ADDRESS: BUILDING CLASSIFICATIONS : A I _ CRY ZIP CODE:' 2.T PI g :1�� BUILDING PERMIT NO.: BUILDER: PERMITTING OFFICE: OWNER: JURISDICTION NO.: Ca tv I00 _ BUILDING INFORMATION COMPONENT U-VALUE otel(Square NET AREA Feet i Concrete Block Structure (CBS) Wood frame Other-T'1'�lz. U- U- U. Other TrPL II U.Under Aft Cavity Single Assembly Char U- 0.05 5 5 13 rJ U. U_ Total Conditioned Floor Area Concrete Over Unconditioned Space Wood Over Unconditioned) Space Slab on Grade U_ -) /20 U. . ® Clear Single Glaze Clear Double Glaze Tint Sigle Glaze -INc LL1PIr1:t Ca IAA;,, T.=Co7G: Tint Double Glaze Skylights Outer U® U. U- U- U. ll® Wood ^4® Metal Insulated ODar U® U. U. Ua $ P� r nn Total Ugherg Waattaage Totes Conditioned Floor �j j 13(� Area (sq. it.) .............:.......................... . Lighting Budget Maximum WatlaJaq. a 41' e) Waaelsq. IL SYSTEMS INFORMATION AIR CONDITIONER EFFICIENCY (EER- ) or (SEER ) or (COP ) HEATING SYSTEM TYPE STRIP) J HEAT PUMP O GAS ❑ OIL D SOLAR HEATING SYSTEM EFFICIENCY COP [.0 or EFFICIENCY - % (Steady-etats) HOT WATER SYSTEM TYPE ELECTRIC ❑ HEAT RECOVERY CI GAS ❑ OIL ❑ SOUR ❑ I IC7Tr1( = U. wall Allowable 0.3 g Uo wall Actual ::,30 Uo roouceiling Allowable • i D Ua roollCeilirtg Actual�� 5 U. noon Allllow" � U. floor Actual _t�/L__ If optying under the provislom of S. 502.1. enter IM 00"4%tad Uo om values for the enure envelope In this section. , 07 Uo envelope Avowable 0012 Ua envelope AClua) �-:.. OTTV was Allowable 30 -1 0 OTTV wall Actual Vp" 07 OTTV roof/ceaing Allowable _ _ OTTV rookelling ACIUW 3 am In eooarlerge with Mallon eais07 00 ,n 1 hersL v eons ow lid by wo CZIA;lon uy M sea will th1 sae w�ltll q» fla�di ed�olAoetl°"e °°w w by Wo oabuletlon ._ _ MrgY Coat, pelole oonsbudbn q wny, OWNEWAGENI: �; _ .. WdaWNIts blPidedkiMpffar"In& CMda"WithSaCaat563.^-- rC� BUILDING OFFICIAL: DATE: ✓ �L -?-. _ DATE: 7777n NO. CHECKED by SECTION 5 WPORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH rORM 500-86 State of Florida Energy Code 1. GROSS WALL AREAS A) WALLTYPE:ZLIGr.r �9tN"G'AUIaSUL.,r4'Rd ra'ILRl1�`�/B� CvY1Q• B) WALLTYPE:- 0ad, n C LI IeA Q�(3L' 1 Nr).Q 676T4 C) WALL TYPE: D) WALL TYPE: 2. GLASS AREAS (Indudes areas of windows. sliding glass doors, glass eritranca doors) GLASS TYPE AND AREA BY ORIENTATION f3D, i �20t<L_sq,q Imo. 8 sq. n sq. II �� r sq. It TOTAL GROSS WALL AREA - sq. R 9. DOORS (EXCLUDING GLASS DOORS) Door area In exterior building enveloPe.................................................................... - sq. tt Interior door area separating A/C from non AIC spaces ...................................................... - ® W It TOTAL OPAQUE DOOR AREA - =l-^-- W it e�nva nvve wave •oe®c WALL TYPE GROSS WALL (sq.1tJ GLASS AREA (sq. fL) DOOR AREA - (sq. R.) NET OPAQUE WALL AREA (sq. R.) B. _ C. D. S_ ROOF/CEILING AREA L AIR FILMS (LIST AIR FILMS OF USED TO DETERMINE Ue VALUES) _ _ _ w 5-33 WALL/GLASS LFli INAREA E(WT. CONDUCTION HEAT GAIN = (U� TDEQ) + (UfAf t) IN SQ. FT. OF CONSTRUCTION IN LB/SQ. FT.) U-VALUE TEMPERATURE DIFFERENTIAL HEAT GAIN BY CONDUCTION 1 GROSS WALL GiD �O 2 GLASS 7j I. i O (go - Is! 1 ¢ ol50 3 DOORS (WOOD OR METAL 4 PARTITION 5 OPAQUE WALL 1 13015 0,09 23 �31� 6 OPAQUE WALL 2 6?4 0.09 30 13,70 7 8 TOTAL HEAT GAIN BY CONDUCTION (ADD LINES 1 THROUGH 7) RADIATION HEAT GAIN THROUGH GLASS - /USING ORIENTATION SOLAR FACTOR = (Af x OSF x SC) GLASS TINT: CtC1NTC7t84( THICKNESS: �I4„ SHADING COEFF: $INGLE: DOUBLE: GLASS ORIENTATION GLASS AREA (Af) SQ. FT. ORIENTATION SOLAR FACTOR (OSF) FROM TABLE 5-2A OF FLORIDA STATE CODE SHADING RADIATION COEFFICIENT HEAT (S.C.) GAIN 9 NORTH 1 17 42 Mal) 3 �pllO 10 NORTHEAST 11 EAST 12 SOUTHEAST 0,qi Iwo 13 SOUTH 14 SOUTHWEST 15 WEST 16 NORTHWEST 17 TOTAL RADIATION HEAT GAIN (ADD LINES 9 THROUGH 16) OTTV ACTUAL = LINE 8 + LINE 17 = 2 3 00 LIN+ 1150 7 0 E 1 OTTV ALLOWABLE IFRnw OF FLORIDA MODEL ENERGY CODF1 'D. 'Sheet CALCULATION OF OVERALL THERMAL TRANSMISSION VALUE FOR ROOFS (OTTVr) - COMMERICIAL BLD COOLING L 1 N ROOF OF CONDUCTION HEAT GAIN = (UrAr) + (U A BUILDING s s S E Area in sq. ft. U-VALUE tsor TDEQ HEAT GAIN BY CONDUCTION 1 GROSS ROOF 65 830 2 SKYLIGHTS 130 (® ts) 3 4 OPAQUE ROOF 9 551O 0, 5 OPAQUE ROOF 6 OPAQUE ROOF 7 , 8 TOTAL HEAT GAIN BY CONDUCTION (ADD LINES 1 THROUGH 7) �20 ,7)4°i RADIATION HEAT GAIN THROUGH SKYLIGHTS = (138 As SCs) SKYLIGHT TINT: THICKNESS: in. SHADING COEFF.: 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 $ + 13 + f.J/�+ LINE 1 Sg �- 3.9 OTTVr ALLOWABLE (FROM TABLE 5-2 OF STATE OF FLORIDA ENERGY CODE $,5 CALCULATING THERMAL TRANSMISSION VALUES FOR COMPONENTS WALLS ROOF/CEILINGS FLOORS (OVER I, WJCOND SPACE] z AREA U A x U AREA U 'A x U AREA ° U A x U J SO FT VALUES S FT VALUES GROSS GROSS I:v 1B GROSS WALI 5090 ROOF/CLG 5151'50 FLOOR 17 GLASS �.I:ji i.io i24o SKYLIGHTS 18 DOORS ATTIC SCUTTLE 19 ' 20 21 OPAQUE WALL UWI S ,q �%• I �'0 OPAQUE RF/CG U°1 �rJI� O.D�j �iio0 OPAQUE- FLOOR UfI OPAQUE XX a g`O OPAQUE OPAQUE 22 WALL UW2 4 RF/CG U FLOOR U 3 TOTAL OF LINES 17 THRU 22 41(pUO TOTAL OF LINES 17 THRU 22 TOTAL OF LINES 17 THRU 22 24 'ACTUAL U° - LINE 23 n—ti ACTUAL U _ LINE '23 01015 ACTUAL U LINE 23 U. _ LINE 16 ® LINE 16 LINE 16 COMPARISON OF ENVELOPE VALUES CODE -ALLOWABLE U° VALUE ACTUAL Uo VALUE Z BUILDING AREA UoVALUE BUILDING AREA U®VALUE COMPON'T SQ FT FROM A xUo GOMPON'T SQ FT AXU ' x 5 GRS WALL J30g9 GROSS -2'0GRS WALL r7Dg0 C7.1 Imo. %6 ROOF/CLG GROSS GROSS 5%Ip ROOF/CLG 2 G� FLOOR ti/� ti/� �►/n GROSS FLOOR N//1 25+26+27 TOTAL 21 ALLOWABLE It _TTL a.� AXU,, t-1 npin® C\tit!/lV GGLNfNG�1Y1V I Awc t ww w. a.. w 1 s . SECTION 5 ® BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACrI FORM 500-88 AorlueenneoarmsDIFAMMurorweuuwrvnsvAws STAT�IS1•f(CS: RESIDENTIAL AND NON-RESIDENTIAL BUILDINGS E S. t PROJECT NAME: MILUktij sigs nc- rgg. ZONE: ro ADDRESS: CrTY ZIP CODE:' FORT PI E(CF✓ F .Q, BUILDING CLASSIFICATIONS BUILDING PERMIT NO.: BUILDER: PERMITTING OFFICE: OWNER: JURISDICTION NO.. (p% [ I c:1C7 BUILDING INFORMATION COMPONENT U-VALUE otal(Square NET AREA Feel) Concrete Block Structure (CBS) Wood hams Other �"('( I - U- U. U. o, 0 ?^ Other -I" f (t`- 1 I U. D, U9 Under Attic Cavity Single Assembly Other U. O. ©5 5 5 13 0 U- U- Total Conditioned Floor Area Concrete Over Unconditioned Space i`� Wood Over Unconditioned Space Slab on Grade U- U- Clear Single Glaze Clear Double Glaze TInISingle Glaze-1wcLopirJl GIA<os CWCcu Tint Double Glaze Skylights Other U- U- U- I,10 I13I U- U- U . Wood Metal Inaulated Other U. U- U.. U. Total Ughting Wattage I37 2a ConditFloor Tota (sq. Area (act. IL) . .;. � � 13 c � ........................................ - Lighting Budget Maximum - L Watw>K,- n. 141, e) WatWsq. ft, SYSTEMS INFORMATION AIR CONDITIONER EFFICIENCY (EER 'L /L ) or (SEER ) or (COP ) HEATING SYSTEM TYPE STRIP14 HEAT PUMP ❑ GAS ❑ OIL ❑ SOLAR ❑ HEATING SYSTEM EFFICIENCY cop-[, or EFFICIENCY - % (Steady-state) HOT WATER SYSTEM TYPE ELECTRIC ❑ HEAT RECOVERY ❑ GAS ❑ OIL ❑ SOLAR ❑ hI() U. wad Allowable 0.39 U. wag Actual _ O,3ca U, roof/coiling Allowab�le� C9,10 Ue rowcelling Actual 0 ©5 U. door Allowable Imo/ rre. U. floor Actual If coropMng under t provisions of S. 602.1, enter values for the entire envelope in this section. Uoenvelope Allowable C)" 12 Uo envelope the CVP*bW Us 07 Actual us IV was meowauae V I I V Wall Actual — -' a • --- OTTV roof/ceiling Allowable % $ OT V 1001Vo491119 Actual 3' le a000rdanos wart aeodeel acts s07Cwe. •�' -aoaw emr �,a I 1' (Iglu all nMlba IMd r boY aaabNaGoflarlhoort ypaNfihallHOfld f�vNwaflhaPw1lafld W* wo 'aoeM4 Y PM/Ilal 10 00 kids two Coda, Sabra 01bYlldal h " bugdktpwWgekgpeoled(o,odttpfaraekla000rdanoswm f tion adi q o3. ONMERIAGENT. DATE: .� - 2 „�j'' ..�t BUILDING OFRCIAL: DATE: a HERMIT NO. CHECKED by SECTION 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH rORM 600.86 State of Florida Energy Code 1. GROSS WALL AREAS A) WALL TYPE: IG'L, g"C.14L) IJSI)(r 7/ ltTLi'' S"4" t gD �20 e¢R B) WALL TYPE: LYLc71 CnAU t^>1 I A75 L1L,.y R RJL'y I `°� GYM'. �' 8� q. It. C) WALL TYPE: q.ft. D) WALL TYPE: - q. ft. TOTAL GROSS WALL AREA - J5 O� q. IL 2. GLASS AREAS (includes areas of windows, Willing glass doors. (flees entrance doors) GLASS TYPE AND AREA BY ORIENTATION (VIAL UL " 3. DOORS (EXCLUDING GLASS DOORS) Door area In exterior building envelope.................................................................... - q.fL Interior door area separating NC from non AIC spaces ...................................................... - ----;; ((--;; q. tL TOTAL OPAQUE DOOR AREA - q• It. .c ^DAMICwuI ♦DVAQ WALL TYPE GROSS WALL GLASS AREA (q. tL) DOOR AREA — (q. n.) NET OPAQUE WALL AREA (q•n) A. O t13f - 307 B. - C. D. 5. ROOF/CEILING AREA J. AIR FILMS (LIST AIR FILMS IF USED TO DETERMINE Us VALUES) 29 Doi 5-33 WALUGLASS L 1 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 I GROSS WALL ljp�p 2 GLASS l I �J I (• 10 (906- is! Io 3 DOORS (WOOD OR METAL 4 PARTITION 5 OPAQUE WALL 1 3015 0.09 23 �031 a 6 OPAQUE WALL 2 0.09 '3O 12.3170 7 8 TOTAL HEAT GAIN BY CONDUCTION (ADD LINES 1 THROUGH 7) 0 RADIATION HEAT GAIN THROUGH GLASS';- USING ORIENTATION SOLAR FACTOR = (Af x/ OSF x SC) GLASS TINT:bC4H7 6 THICKNESS:' II4. = SHADING COEFF: 0.400) $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 t I � 4 2 a, 4p9 3 1,: 0 10 NORTHEAST 11 EAST 12 SOUTHEASTIC,///fQ 13 SOUTH 13� �<F� t9. (d9 lq f7 0 14 SOUTHWEST 15 WEST 16 NORTHWEST 17 TOTAL RADIATION HEAT GAIN (ADD LINES 9 THROUGH 16) p}./0 OTTV ACTUAL = LINE 8 + LINE 17 3 (Qq t^+ LINE OTTV ALLOWABLE (FROM TABLE $-2 OF FL ORIIIa mnnro ...-__.. r? -^ ^... " cncn6i CODE) Sheet CALCULATION OF OVERALL THERMAL TRANSMISSION VALUE FOR ROOFS (OTTVr) -= COMMERICIAI BLOGS COOLING L I N ROOF OF CONDUCTION HEAT GAIN = (UrAr) + (UsAs �•t S ) BUILDING E Area in sq. ft. U-VALUE tsor TDEQ HEAT GAIN BY CONDUCTION 1 GROSS ROOF 2 SKYLIGHTS 130 (:N, ts) 3 4 OPAQUE ROOF 1 55130 D,OS 5 OPAQUE ROOF B 6 OPAQUE ROOF / 7 8 TOTAL HEAT GAIN BY CONDUCTION (ADD LINES 1 THROUGH 7) RADIATION HEAT GAIN THROUGH SKYLIGHTS = (138 As SCs) SKYLIGHT TINT: THICKNESS: in. SHADING COEFF.: 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 = 204d[D + OI LINE 1 S15 p 3 C7 OTTVr ALLOWABLE (FROM TABLE 5-2 OF STATE OF FLORIDA ENERGY CODE $,5 CALCULATING THERMAL TRANSMISSION VALUES FOR COMPONENTS WALLS ROOF/CEILINGS FLOORS (OVER VNCOND SPACE) AREA ' A x U RE U A x U ARFA U A x U SQ FT VALUESz SQ FT VALUES 16 GROSS WALt 5090 GROSS ROOF/CLG 5r,1°>p GROSS FLOOR 17 GLASS _)7)' [, ® )24o SKYLIGHTS 18 DOORS ATTIC SCUTTLE 19 20 21 OPAQUE WALL UwI OPAQUE RF/CG Ucl rV51so o'n5 27406 OPAQUE- FLOOR UfI OPAQUE OPAQUE OPAQUE 22 WALL Uw2 RF/CG U FLOOR U 3 TOTAL OF LINES 17 THRU 22 'j(pOO TOTAL OF LINES 17 THRU 22 27C00 TOTAL OF LINES 1 / THRU 22 24 ACTUAL LID - LINE 23 LINE 16 ��~�� LINE '23 ACTUAL U° - CJ,JJ LINE 23 ACTUAL U° - - LINE 16 LINE 16 COMPARISON OF ENVELOPE VALUES CODE -ALLOWABLE U° VALUE ACTUAL U° VALUE Z I BUILDING AREA LbVALUE BUIL•DING AREA I UoVALUE J COMPON'T SQ FT FROM A xU° COMPON'T SQ FT AxU, ?5 GRS WALL 71 GROSS ROOF/CL G GROSS FLOOR ALLOWABLE - a s029 (5?'.68 1�30 GRS WALL 5D90 de3' 55130 0'10 to GROSS N/4 ROOF/CLG GROSS �/� FLOOR N/A N/A 02 TOTAL TTL LIN N -TTL(AxU ° TTL AxU 25+26+27 (00? 0 TOTAL AREA °✓' - �2 ACTUAL U - 0 TOTAL(AxU AxU iflT n _ Qr . nt n IanuT er `ICIE C CODE FOR BUILDING CONSTRUCTION SECTION 5 e BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM5OD-86 ADYI1,615MR0BYTHaMW"MWOFCOMMUHnTAFFAM S I A 11 -1ICS: RESIDENTIAL AND NON-RESIDENTIAL BUILDINGS ISEE S. PROJECT NAME: VAp0VCtQV2S LITIE rig-L ZONE: ro ADDRESS: _ BUILDING cLAsslFlcAnON s : 65E I CrtY ZIP CODE:' R-7 fI e E BUILDING PERMIT NO.: BUILDER: PERMITTING OFFICE: OWNER: I JURISDICTION NO.: (.0 00 __ BUIILDING INFORMATION COMPONENT U-VALUE (Total) NET AREA (Square Feet Concrete Block structure (CBS) Wood frame U. U. , f Otter _ T i F7 C I I U. fi), 01 Under Attic Cavity Sktgle Assembly Other U. 3 0 U. U. Total Conditioned Floor Area Concrete Over Unconditioned Space N/pa Wood Over Unconditioned Space Slab on Grade U- U- o Clear Shale Glaze Clear Double Glaze TintSktgleGlaza-INcLUpiljf 614-,s g.:a, Tint Double Glaze Skycghts Other U. U. U. l,tl I13 U. U. U. Wood Metal Insulated Other U. U. U. U. Total Lighting Wattage j 3 1 f)Q 0 Total a (sq. fL) .Floor .......... 2 5 Area (eq. n) . welweq. n Lighft Budget Maximum r • CJ- Watts/sq. IL I�Zi�i`,: i+Il YLs:I�;iX7yb]I�L1'1 HEATING SYSTEM TYPE HEATING SYSTEM EFFICIENCY HOT WATER SYSTEM TYPE Uo was Allowable 11.3 $ Uo rooVoeiling Aaowable Uo floor Allowable OTTV wall ARM" OTTV roofkelft Allowable...°__ in saowearoe with aeadon 110.101 FA speatllOatkM covered by We cawlawlt w COdo. OMEIVAGENP STRIP a HEAT PUMP ❑ GAS ❑ OIL ❑ SOLAR ❑ COP (. (D or EFFICIENCY - % (Steady-state) _ ELECTRIC ❑ HEAT RECOVERY ❑ GAS ❑ OIL ❑ SOLAR ❑ 00i j U. wall Actual d'30 It complying under the provlslpne of S. 602.1, enter the combinsrt U. Uo rooViceitktg Actual � values for the entire envelope In this section. It_fwwAn,iat 1l h, U_envelopeAllowable 0*t2 UaenvelopeActu�l ® OTTV wall Actual Om rooViceging Actual 3 wow the P" and Revlsw of the plats and 6"wwaaene ew w by Wa eskWsaert rtlmsW s WM 1114 ftwo lww paanaa with au F ww Iwo Ctlfq, Ialora mow* 0 mow A. "119 DO *dfdkf0*kVW NvaaoaOto 3,p� ' BUILDING OFFICIAL: PERMIT NO. CHECKED by SECTION 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH rORM boo -so Stab of Florida Energy Code 1. GROSS WALL AREAS A) WALL TYPE: ?p IGl: B) WALL TYPE: 64 C) WALL TYPE: D) WALL TYPE: P. 4,20t, eq. h sqIt TOTAL GROSS WALL AREA sq. h 2. GLASS AREAS (Includes areas of windows, skiing glass doom, glass entrance doors) GLASS TYPE AND AREA BY ORIENTATION TOTAL GLASS 7. DOORS (EXCLUDING GLASS DOORS) Door area In exterlor buWtrq envelope.................................................................... sq. IL Interior door area separating A/C from non NC spaces ....................................................... sq. n. TOTAL OPAQUE DOOR AREA -_ sq. h 4. NET OPAQUE WALL AREAS WALLTYPE GROSS WALL (sq. h.) GLASS AREA — (sq. %) DOOR AREA — (w• n.) NET OPAQUE WALL AREA (sq. n.) A. O i) 3) - 307 a. C. o. 5. ROOF)CEILING AREA 5-33 WALL/GLASS L I N L 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 I GROSS WALL tj(je3p 2 GLASS 3 DOORS (WOOD OR METAL 4 PARTITION 5 OPAQUE WALL 1 3015 0,09 2$ (03-l10 6 OPAQUE WALL 2 5? 4 0.09 ?p 7 8 TOTAL HEAT GAIN BY CONDUCTION (ADD LINES 1 THROUGH 7) RADIATION HEAT GAIN THROUGH GLASS - (USING ORIENTATION SOLAR FACTOR = (Af x/ OSF x SC) GLASS TINT:bcHT &0 ( THICKNESS: l/(n = 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 4 4p 4 Q q 3 lac) 10 NORTHEAST 11 EAST 12 SOUTHEAST 4o 13 SOUTH 130 14 SOUTHWEST 15 WEST 16 NORTHWEST 17 TOTAL RADIATION HEAT GAIN (ADD LINES 9 THROUGH 16) 4)� OTTV ACTUAL = LINE 8 + LINE 17 !�3 (090 + )I307o LINE 1 r� � /�17 Le0ot OTTV ALLOWABLE (FROM TABLE 5-2 OF FLORIDA Nnnrl rurar-v n,,,.r, ROOF\ Sheet / CALCULATION OF OVERALL THERMAL TRANSMISSION VALUE FOR ROOFS (OTTVr) - COMMfIlICIAL BLD COOLING L I N ROOF OF CONDUCTION HEAT GAIN = (UrAr) + (UsAs Ll' fs ) BUILDING E Area in sq. ft. 0 U-VALUE tsor TDEQ HEAT GAIN BY CONDUCTION 1 GROSS ROOF=j 13y� 2 SKYLIGHTS 13" (n ts) 3 4 OPAQUE ROOF / olOG /-20�J4o}t� 5 OPAQUE ROOF / 6 OPAQUE ROOF / 7 8 TOTAL HEAT GAIN BY CONDUCTION (ADD LINES 1 THROUGH 7) RADIATION HEAT GAIN THROUGH SKYLIGHTS = (138 As SCs) SKYLIGHT TINT: THICKNESS: in. SHADING COEFF.: 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 = 2oa), 4op tiJL 2+ LINE 1 55f 7_', OTTV, ALLOWARIF /cnnu van, _ _ " ""°' '..,.,, `.L ; 5-z OF STATE OF FLORMA ENERGY CODE - ggmw CALCULATING THERMAL TRANSMISSION VALUES FOR COMPONENTS WALLS ROOF/CEILINGS FLOORS (OVER UNCONO SPACE) Z i AREA u A x U A x USO AREA ' U A x U SQ FT VALUES S FT VALUES FT VALUE GROSS GROSS 16 GROSS WALI. 6090 ROOF/CLG 5r2) 50 FLOOR 17 GLASS :51 t.10 124® SKYLIGHTS I6 DOORS ATTIC SCUTTLE 19 20 21 OPAQUE WALL Uw1 09 OPAQUE RF/CG Ucl 55« O'©S 127400 OPAQUE- FLOOR UfI OPAQUE 0• f� e'o OPAQUE OPAQUE 22 WALL Uw2 J{? RF/CG U FLOOR U 3 TOTAL OF LINES 17 THRU 22 1(pOO TOTAL OF LINES 17 THRU 22 27(00 TOTAL OF LINES 17 THRU 22 24 LINE 23 ACTUAL LID - �� LINE '23 ACTUAL Uo @ d'nS ACTUAL Uc _ LINE 23 h LINE 16 LINE 16 LINE 16 COMPARISON OF ENVELOPE VALUES CnOE- ALLOWABLE Uo VALUE ACTUAL Uc VALUE z RUILDING AREA UoVALUE BUILDING AREA UOVALUE J ',OMPON'T SQ FT FROM A xUo COMPON'T SQ FT AXU® 25 :RS WALL 3ROSS cJ090I2-E GRS WALL 5�0 �o3j 26 'OOF/CLG 5513� C'3,$Q 5�J�0 GROSS 27 GROSS FLOOR ti�� ROOF/CLG GROSS S512>0 � 27G0 N% FLOOR ril//. 2B + -26+27 �OCJ�Z O TOTAL TTL LINE t`J//:a N /� ?c TTL( ALLOWABLE' o i__AxU �_ „ AxU 25+26+27 CoO0Y20 TOTAL _ CONSTRUCT I ON PLANS AND S PCC I F 1 CAT i ON FOR NANUF I A C T U R E R chmw) I INDEX 16-17 18 19 20 21 OF SHEETS COVER HORIZONTAL CONTROL DRAINAGE AREA MAPS S.R. N0. 70 INTERSECTION IMPROVEMENTS ENTRANCE ROAD PLAN AND PROFILE PETERS ROAD PLAN AND PROFILE P�TERS ROAD STRIPING PLAN GRADING, PAVING AND DRAINAGE PLANS GRADING, PAVING AND DRAINAGE DETAILS WATER DISTRIBUTION AND SEWAGE COLLECTION SYSTEMS PLANS SEWAGE COLLECTION SYSTEMS PROFILES WATER DISTRIBUTION DETAILS SEWAGE COLLECTION SYSTEMS DETAILS LIFT STATION SPECIFICATIONS 00 CD z w U ry w ZD Q L.L Z Q MAY 2 0 1988 I o.*.4.,a.. COVER SHEET PLAN - 2120,321PF: 87151 1501 08-Apr-86 07:46 / 87-151-1 .- LINE BEARING DISTANCE 1 S 64°55'58" E 15.00 2 S 19055'58" E 73.50 3 N 34017'36" W 80.88 4 N 27006'54" W 46.75 5 S 89041'32" E 74.88 6 N 83022'06" W 14.88 7 S 19°55'58" E 2.57 8 S 34017'36" E 5.01 9 S 83022'06" E 81.56 10 N 89054147" E 83.00 11 N 19056'35" W 100.87 12 N 19055'58" W 20.12 13 N 69019'25" E 115.07 CURVE DELTA RADIUS ARC 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 08.049'41" 435.00 67.02 MANUFACTURERS" CUTLET CENTER ST. LUCIE COUNTY 3 3 � I M Im m o z s4 �A J N 70'04'0 "E 95.60 n -� n M 1" N N j 0 0 N r o z ¢i K IO N tom M � OD o Q N 4 S 1700 04' 02"11 N 700 04 02" E 459.41 p N 70'04'02"E 546.31 N 70'04'02"E 546.87 N 700 04' 02" E 533.80' 16 N In _ 15' �w �S 700 04' 02" W 575.22' I w . a J70'04'02"W "m6. 23- .64 mma� � 59.64 59. 64 .i 55.Ou L7 57.32214.75 ��H 9.64 59.64 H H H H mmm ui ui Ln m In I i L.Ill. �' `L m,vAL/`1•3 u1 w w w m5800 wNwS 70'04'02"w 195.34 m m In m m m m In to to N Ln u ui In m. . rn m m m 'n n(n n m p=450 27 09' 66 0 R: glg.Op an 19 C'9 In o 46. 33 i 59.64 59.F4 55.00 Lu 'o° d, N 70'04'02"E 220.61 = N p=3751'09" R=475_00 L=313.81 N umi _ R=475.00 PARCEL 2 0 540 O1 j6 `!• 406 55 m m N C, 4g79g�16 •t0 m W �=430 45' 32"�\� R ` 43 �S ao p= 34° 55' 52" R._ 435.00 5 00 .00 N C, 2g5 zo 3a .23 Fj4 °9 a c`?/o T10 m N S ?8 B 03: _ �o 11441 SCALE FEET 50 0 50 100 4 4 \ N 37.5'R 9.44,o L=238.97 R=435.00 F=43500 .� `�� q,4 p=370 03' 56" s PARCEL 1 hM da 'S' °0 L`q6 50 57„ P, 495'1`I / 54°9 ROAD _ =' a _ m 515.00 186.63 S 700 04' 02" W OKEECHOBEE ROAD HORIZONTAL CONTROL m N N 0 0) z 85.32 271. DATE I BY LAKE 1 m DESCRIPTION REVISION S 650 3pjR W 398.47 FIELD, DRAWN BY: T. L. ✓ CHECKED BY: 7� DATE, APF / L 198d JOS NO. 87- 151 a \y0� . 23 56 a0o S KEY MAP NOTE: HORIZONTAL CONTROL PREPARED BY JAMES A. KIRBY III, R.L.S.,464-9621 LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS MAY 10 CENTRAL PARKWAY 1905 SOUTH 2STH STREET P.O. BOX 727 SUITE 420 SUITE 20S IUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 SCALE, I"= 50 DR. NO. 87- 15/ - C2 SHEET 2 pF 2/ SEAL LINE BEARING DISTANCE 1 S 64055158" E 15.00' 2 S 19055'58" E 73.50 3 N 34017136/, W80.8!8 4 N 27006154" W 46.75 5 S 89041132" E 74.88 6 N 83022'06" W 14.88 7 S 19055158" E 2.57 8 S 34017136" E 5.01 9 S 83022'06" E 81.56 10 N 89054147" E 83.00 11 N 19°56'35" W 100.87 12 N 19°55158" W 20.12 13 N 69019'25" E 115.07 14 N 14055'58" 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 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 0 NN 25'04'02"E 294.20 =T-�T 10 O 15' R a TY P) �s I� \ N to 257.57. Q�_ 95. 2 N 25.04i02 E 353.39 N 250 04`02"E 200.0' r N 250 04' 02" E 129.60' - 0 S 250 04' 02" W 171.02 $' 250 04' 02" W 200.0' 10' 1 61.60 � 64.64 S 25'04'02"W 513.44. �59.64 �-- 59,64 �`-.59.64 I m CD y Rl m y ''ww VT+ ti i m m m m ?. AC G; A. m N cn � � N Go N : � m - . CD cn N w ° o r< m m m III) N N N 00 CDm N' N'.. mN. N. m o N N- a. cn Ln Ill o o. o o 0 m Go m w (1) O m• O N 0 64.64 '59.64 59.64 59. 64 N 25'04'02"E 243.56 - 10 c_10 w S. 260r37' 08" OD C - 9 - S. 260 37' Os" W. ,. 237.49' PETERS 17 4.7 3'l- 333.78' S. 26° 37' 08" W. 508.51' 5' R � SCALE FEET IQ' \ 0 50 0 50 100 15:oA i\ \ \N \9G 10' \ ZG LAKE 3 \ 12.5' R. 10' 37.5.R \. \ N \•+L- �0 r N 25'04'02"E 205.61 p, - N 250 04. 02" H 214.40' I! Nz ti F• 0, • 9., \ F ! OCp. \ S 250 04' 02" W 172.98 2 v0 \ co \ I li 2� I 148:63 �'1 T ITY ,15' \ \ w H H' H H H o \ o TO 0 S 25'04'02"W 145.31 02, m 0 \ -0. n ]-Hfl �� D • \ \ J O. N.. ,N... \ m SN`S� e9 • J`' \ O 5 25"04'03"W 117.98 1� 0. C 29' R 50' R Od•, 10 LAKE 2 Goo0 sae ' 37.5' R i 5 31.5 R 10' 00 R_.600.00 .: r p = 260 42' 20" I' AVENUE mi•• i 100 / A0 ,pK�EGNpB i KEY MAP I 1 DRAWN BY: J.C. LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS 8 SURVEYORS HORIZONTAL CONTROL CHECKED BY: A 10 CENTRAL PARKWAY 1905 SOUTH 25TM STREET �v P.O. BOX 727 SUITE 420 SUITE 205 DATE: APRIL 1988 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 DATE BY DESCRIPTION REVISION JOS NO. 8 7 - 151 �� SEAL SCALE: I" = 5J' 011. NO, 87- I51 - 03 SFIEET 3 Or 21 MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY OKEECHOBEE ROAD DRAINAGE AREA MAP \ iN►l+.-ram i I — — — i• •ii!!�••!!iltii• i - •lNliiiilila!! li-�-l1-11-!'!!!-�N ••i••iiiiii�4Klii•liiilfiililifiil�ilii�i�• I14. r it ilElD: DRAWN BY: C ECKED BY: �I oa'hTE: /98B DATE BY DESCRIPTION APR/c REVISION 10e NO. 87 /5/ SEAL LEGEND ifflffff SUBBASIN BOUNDARY LINDAHL, BROWNING,' FERRARI & HELLSTR M, INC CONSULTING ENGINEERS '` PLANNERS 6 SURVEYORS 1L7A1v2 Q,31 10 CENTRAL PARKWAY 1 905 SOUTH 23TH, STREET P.O. BOX 727 SUITE 420 '50ITF203 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 FORT FIERCE, FLORIDA 33450 SCALE: 50 DR. NO, r C DRY RETENTION AREA 111": z _ Y P P J rt M! IV bB. } b pJ A P P D� a � x • • • • • SUBBASIfly 5 KEY MAP ti ti ti . v LEGEND ti ti ti ti • M A H H- H H, I a � I � i 1 r � • I al � � i � � � � � � 4 I� � � � � \ , SUBBASIN BOUNDARY a °'fi �� F` b= �. �� a " sJx^sj`' O v FINISHED FL( `EL 22 20 MANUF ACTURERS ELo, DRAWN BY, R.J. OUTLET CENTE R DRAINAGE AREA MAP :NECKED By: BATE: APRIL 1988 DATE BY DESCRIPTION ST. LUCIE COUNTY REVISION RNo. B7-151 4,1AL LINDAHL, BROWNING, FERRARI & HELLSI CONSULTING ENGINEERS. PLANNERS & SURVE' 10 CENTRAL PARKWAY P.O. BOX 727 SUITE 420 JUPITER, FLORIDA733468 STUART, FLORIDA 33497 SCALE: I" = 50: OR. Na 87-151-05 --MAY 2 0 1988 SOUTH 25TH STREET SUITE 205 'IERCE, FLORIDA33450 5 of 21 S.R. 70 PAVING SPECIFICATIONS 0 SURFACE: MATCH EXISTING TYPE AND DEPTH OF ASPHALT ON STATE ROAD 70 2" MINIMUM RIGHT � PRIMER: TURN LANE, A PRIME COAT 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-160, 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.S.R. AND BE COMPACTED TO 98% 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 SCALE FEET / 50 0 50 100 MATCH LINE STA. 2+00 (SEE SHEET 7) I � e 4" SOLID WHITE.T POWER POLE(r0 RE RELOCATED) �3 RELOCATE o xsr�� EXIST. STOP SIGN RI W EXIST POWER PoLE _�-�� , err ; - $9t iD WtFtE— STA.1+00 100� /2 PAVED SHOULDER 180, —� EX/Sr. C. M.B EXIST. C.N.B l Q EXIST. C.MP. O(�202 STORAGE EXIST. WA TER VALVES TAPER N �.2' PAVED SHOULD =1 ' °`°' =ar . -- 4 4 SAWCUTB:MATCH EXIST. .�,EX/Sr. 516N(rYPJ _ — — — — — — — — -- — — — — — — — — — — CONS 24"STOP dti 2a(+l 4 SOLID WHITE z2.3 —Exlsr. Pav'r.� 3oi: BAR 110 CONTROL / 4°WHITE 6'-10- �— RADIUS 35'(tJ SKIP EXIST. PA✓ r / — IP j N\ \ 22.5 22.7 GRASS ISLAND/+ kzz� IOO'C�I OL� / "�— �EX/Sr INLET y RAD �15�—�� I2� 30+ 0 31+00 f' GRASS /BEANO G lz4t±) 4°WHITE 6'10�� 36(,J 4 SOLID WHITE O,7 NAL g OXEECHOBEE ROAD KIP BY OTHERS) Ex/sr. PAV'T.� ( BY OTHERS) N \ STA.0+00 (ENTRANCE RD.) STA. 30+77 (S.R. NO. 70 ) O KEECHO BEE )?OA D ( S. R. 70 l R/W MANUFACTURERS' OUTLET CENTER PL A N SCALE / 50' S.. R. N0. 70 INTERSECTION IMPROVEMENTS L.A. R/W Ll. EDGE OF PAV'T. J 4' PAVED SHOULDER 2.5. L — a T24?l 22.9 `I�EX/Sr INLET 24W EXIST. PA V'T. I� 0 N NOTES: I. SIGNS, STRIPING & REFLECTIVE PAVEMENT MARKERS SHALL BE APPLIED/INSTALLED ACCORDING TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MOST RECENT EDITION) 9 F.D.O.T. INDEX NO. 17346 1987 EDITION. 2. TOPOGRAPHICAL AND SURVEY DATA PREPARED BY JAMES A. KIRBY III, P.L.S., 464-9621 FIELD, DRAWN BY: G.V. P CHECKED BY: /V S DATE, APRIL 1988 10S NO. 87- 1 5 1 LEGEND - PROPOSED PAVEMENT - EXIST. PAVT. TO BE REMOVED 21.5 X -EXIST. ELEV. 2&0 -PROPOSED ELEV. -FLOW DIRECTION LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS MAY 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: 1' = 50' DR. NO: 87- 1 51 -06 SN[E6 ST. LUCIE COUNTY DATE�BY�DESCRIPTIONDESCRNTION REVISION SEAL Y PARKING 15' R h I n I 3% 2'00 SLOPE SLOP00 E EL.I9.9 �PE _ VQ 1 t Co (MAX. SLOPE)3 3(MAX SLOPE) DEPT H VARIES CONCRETE DUMPSTER PAD q SECTION D—D a SCREEN SCALE FEET ENCLOSURE(SEE 50 0 50 100 ARCH. PLANS) / EL. 174 5`I D EL. 16.6 -bOf'W• ,dRTnliT,}V1T1 °AFYEA J ' Ili " T +11 'TY�� `^^S^.�--• �%� 0' -� LEGEND , ea , 10 `9 PROPOSED GRADE ELEVATI N- \ n 6Ds �a ,. ,. •. e 4 °. °. far •ae I h PROPOSED DIRECTION OF L 1N �� I�r• a�``�° �� RESERVED PARKING EL.I9.0 et FINISW LOOK EL.Is.- — --- �� e \ 0 E RETENTION AREA L. 22 40 PROPOSED DRY a PROPOS I TOE OF SLOPE. i t• %.: - � ff TOP OF BA NK e I ti I_ cl f2'x 18" •• SIDEWALK (SEE ARCH, PLANS) I (TYp ALL HANDICAP SPACES) \ ale. g ^� r . r. , M • O ` , 60 EL. IS.O—'---- o, \y \ ,•i PROPOSED LAKE ,� • N , ti - ti . •� � i w .a � O ••� •'�'• I E OF WA " .. TER TOP OF BANK a 0 a we. e,,J" a .sal•°@f' '.�.;�a, eat „aaa ,.e ¢y �. . STRUCTURE NUMBER ry0• a e� , ,• e RIM/GRATE ELEVATION INVERT ELEVATIONS I ANDREWS AVENUE q e w ----------------------- I RESERVED —R +�.^fr-�^-T—'^,r—�—•r, •ter•.. • a I'' �11 � III ;d..: 4. ,.. N ..., a r. 4 '. j �• PARKING ,�. NG a I I 145� P1`L•.y ,•.r �� TRAFFIC SIGN .� DRYS RETENTION A CB# 6 �a• �r ® \ / Izoo INv Is o •�ea� � a�„r��e �,wene�,�, =;r PARCEL 2 � MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY OKEECHOBEE ROAD GRADING, PAVING AND DRAINAGE PLAN DRAWN BY: T✓. LINDAHL, BROWNING, FERRARI & HELLST O, , INC. r CONSULTING ENGINEERS, PLANNERS & SURVEY RS: CHECKED BY. 10 CENTRAL PARKWAY 1 5 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 DATE, APR/L /988 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 OR PIERCE, FLORIDA 33450 1TE BY DESCRIPTION REVISION JOB NO. 87- /5/ SAL SCALE: / 50' DR. NO: 87- /5/- /C $MEET / O Of 2 / „,roe, • A PARKING 15' R h I n I 3% 2'00 SLOPE SLOP00 E EL.I9.9 �PE _ VQ 1 t Co (MAX. SLOPE)3 3(MAX SLOPE) DEPT H VARIES CONCRETE DUMPSTER PAD q SECTION D—D a SCREEN SCALE FEET ENCLOSURE(SEE 50 0 50 100 ARCH. PLANS) / EL. 174 5`I D EL. 16.6 -bOf'W• ,dRTnliT,}V1T1 °AFYEA J ' Ili " T +11 'TY�� `^^S^.�--• �%� 0' -� LEGEND , ea , 10 `9 PROPOSED GRADE ELEVATI N- \ n 6Ds �a ,. ,. •. e 4 °. °. far •ae I h PROPOSED DIRECTION OF L 1N �� I�r• a�``�° �� RESERVED PARKING EL.I9.0 et FINISW LOOK EL.Is.- — --- �� e \ 0 E RETENTION AREA L. 22 40 PROPOSED DRY a PROPOS I TOE OF SLOPE. i t• %.: - � ff TOP OF BA NK e I ti I_ cl f2'x 18" •• SIDEWALK (SEE ARCH, PLANS) I (TYp ALL HANDICAP SPACES) \ ale. g ^� r . r. , M • O ` , 60 EL. IS.O—'---- o, \y \ ,•i PROPOSED LAKE ,� • N , ti - ti . •� � i w .a � O ••� •'�'• I E OF WA " .. TER TOP OF BANK a 0 a we. e,,J" a .sal•°@f' '.�.;�a, eat „aaa ,.e ¢y �. . STRUCTURE NUMBER ry0• a e� , ,• e RIM/GRATE ELEVATION INVERT ELEVATIONS I ANDREWS AVENUE q e w ----------------------- I RESERVED —R +�.^fr-�^-T—'^,r—�—•r, •ter•.. • a I'' �11 � III ;d..: 4. ,.. N ..., a r. 4 '. j �• PARKING ,�. NG a I I 145� P1`L•.y ,•.r �� TRAFFIC SIGN .� DRYS RETENTION A CB# 6 �a• �r ® \ / Izoo INv Is o •�ea� � a�„r��e �,wene�,�, =;r PARCEL 2 � MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY OKEECHOBEE ROAD GRADING, PAVING AND DRAINAGE PLAN DRAWN BY: T✓. LINDAHL, BROWNING, FERRARI & HELLST O, , INC. r CONSULTING ENGINEERS, PLANNERS & SURVEY RS: CHECKED BY. 10 CENTRAL PARKWAY 1 5 SOUTH 25TH STREET P.O. BOX 727 SUITE 420 SUITE 205 DATE, APR/L /988 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 OR PIERCE, FLORIDA 33450 1TE BY DESCRIPTION REVISION JOB NO. 87- /5/ SAL SCALE: / 50' DR. NO: 87- /5/- /C $MEET / O Of 2 / „,roe, • A I VENUE n� 9 ` C C p0 / Ea 'oK EGAo KEY MAP MANUFACTURERS' OUTLET CENTER IY 2 m m m GRADING, PAVING AND DRAINAGE PLAN V <J FIELD, DRAWN BY: T L.J. CHECKED BY: DATEt A P R I L 1988 JOB NO. 87— 151 -CONST.- 68 L.F.' \24" C.M'.P. aD',00% 1 SM# I 18.50 10.50 CONST. 140 L.F., 4° A.D.S. PERF. \ DRAIN TILE W/SOCK d) O.:O% INV.° F4.5 iNV. I�.O CONST. SAND CEMENT ENDWALL \(F.D. T. INDEX NO.258) IN\ wo CONST. 317_ L.F. 24 R. C. P. a) 0.0 % COI T. 227 L.F. 24° R.C.P d) 007°/u d' 13h P \ CON 198 L. F ,z \ SWAL d 0.70 % F ` IBB LEGEND 0 \9� PROPOSED GRADE IlLE „ATION 0 --� PROPOSED DIRECTi N 'OF FLOW EL. 19.0--- EL, 16.0-----\ 1/PROPOSED DRY RETENTION AREA TOE OF SLOPE TOP OF BANK EL. 19.0 EL. EDGE OF WATER / TOP OF BANK/ 12" x 17 R7-8 F UCTURE 12) MP. CD 0.2'd% PROPOSED LAKE STRUCTURE NUMBER RIM/GRATE ELEVATION INVERT ELEVATIONS SIZE REFERENCE NO. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES EXISTING CONTOURS r a � r LINDAHL, BROWNING, FERRARI & HELLS CONSULTING ENGINEERS, PLANNERS & SURVE ST. LUCIE COUNTY DATE BY DESCRIPTION REVISION SEAL 10 CENTRAL PARKWAY P.O. BOX 727 SUITE 420 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 " SCALE. I° = 50' DR. NO' 87-151- 1 1 25TH STREET E 205 FLORIDA 33450 20, MAINTAINED WATER EL. 15.0 4' CONC. CONCRETE COLLAR ( SEE REINFORCING DETAIL ) F- C.M,P• C.M.R BAND PER SPECIFICATION I' "1• NOTE, COST OF CONCRETE COLLAR SHALL BE INCLUDED IN 1 PRICE BID FOR PIPE, (TYP. ALL OUTFALLS) CONCRETE COLLAR ASSEMBLY B q E.O P I� CONTINUE FLUME 5' PAST TOE OF SLOPE r 5' WIDE SOD EACH I I I SIDE OF FLUME VARI ES MIN. 0.5% SLOPE B SECTION B - B FLUME DETAIL 1 20, MAINTENANCE EASEMENT 20' MAINTENANCE EASEMENT IIF F\lFR PI ATTPn) LAKE 3 SECTION 3'-0" 9 I'-6 9 � 3' ...7 3„ SECTION A -A VARIES •'�•.J. :?•.; �..•:'.:y :` .�. FOUR-03 DOWELS ( 1' - 6„ ) • B.� ' 9•. �•a. C.M.P. CONTINOUS LOOP OF AS ;_�;'.'•: •1, •.'.. REINFORCING STEEL ( 2 REQUIRED ) CONCRETE COLLAR REINFORCEMENT (NOTE: SEE RETENTION AREA DETAIL) h0 \0 IOE OF SLOPE N �1 1 3° LAKE 1 A 2 SECTION B 4.75' TYP. 74.75 1 TYR E.O. P I\aQa 1A A �L " CONTINUE FLUME 5' 9I'-6" 9° PAST TOE OF SLOPE rr-5' WIDE SOD EACH SIDE OF FLUME VARIES MIN.0.5%SLOPE I B SECTION B - B PLAN 2 1/2" 1 2 1/2" It 1/4".ANJLE� CASTING WITH 3/16 11 1 6 ANCHORS WELDED AT 6" 0. C. 3/4" CHAMFERED EDGE AT EXPOSED CORNERS B" CONCRETE WALL —"- FORMED IN PLACE OR PRECAST W/N0. 4 BARS AT 12 0. C. E. W. BM NO. 4 BARS AT 12" 0. C. E. W. FLUME DETAIL 2 SECTION A•A VARIES (NOTE: SEE RETENTION AREA DETAIL) I �FtiC S" rN Or (0,0 4 'TOE Of (SLOPE 5' TYPE INLET "A" "B" "C" "D" GRATE 15.65 C 2 -4 3 - 0 2' - 0" 3' - I" 235 LOS. 35.23 E 3-4- 4 -4 3- 0 4- 6 465 LBS. 58.20 H 3-4 6-6 3- 0 6- T 725 LOS. sm N -M CROSS SECTION GROUT----, 8N N BN BN I i N B I" D" ' O 5 3" CAST IRON GRATE STANDARD INLET COLLAR g" WITH NO. 5 BAR CONT V2" PLASTER REGLARED ON BOTH SIDES OF INLET AROUND PIPE LONGITUDINAL SECTION STORM INLETS MANUFACTURERS, FIELD: �'�l �&V DRAWN BY: G. V. P. OUTLET CENTER CHECKED BY: �� GRADING, PAVING AND DRAIN -AGE DETAILS DATE: APRIL 1988 ST. LUCIE COUNTY DATE BY DESCRIPTION -< REVISION JOB NO. 87- 15 1 SEAT F� Q� VARIFG DRY RETENTION AREA DETAIL (ALL RETENTION AREAS EXCEPT AS NOTED) 24" R.C.P. EL_10.50 — 1.5' .. '6'• '' I I: EL. 18.0 I\ 0.4' CIRCULAR �. BLEEDER EL. 15.0 a 24" 1 u ( R.C.P. uo. \ EL. 13.40 �/ b' r I I I V " I I SECTION A -A EL. 18.80 6'- 7" EL.18. BO rA GRATE ° 1.5'WIDE WEIR EL_ 18.0 N.G.V.D. 0,4'CIRCULAR „• BLEEDER EL. 15.0 N.G.V.D. 15.0 J�. o • g" 24" R.C.P. 13.40 24" \I 24" R.C.P. R.C.P. EL.10.50 I \ -77 SECTION NOTE FOR ADDN'L.INFO. �A CONTROL STRUCTURE SEE D.O.T. INDEX zol TYPE H INLET LINDAHL, BROWNING, FERRARI & HELLSTROM, INC I .. " .v CONSULTING ENGINEERS, PLANNERS 3 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: N. T. S. IDR. NO, 87 - 15 1- 13 SHEET 13 OF 21 CONST -8"x8"TEE CONST. 8"CHECK VALVE CONST. „SIAMESE CONNECTION CONST. 8 G.V. CONST. 8" P.V.C. FIREMAIN CONST. PLUG d 2° BLOW -OFF POINT OF SERVICE FOR „ FIRE P I E — 8 P CONST, 8 GI.V• CONST. 20 L.F. V.C. S R N KL R SYSTEM S-3 CONST. SzB' TEE CONST. 8 G.V. CONST (2)-I)'• 1/4° BENDS CONST STUB) & PLUG 2) CONST. 8' P.V.C: FIREMAIN INV. EL.I .26 60N T.40 40L.F.-B" �8' DOUBLE CHECK SDUMPSTEk P BURY LINE 'EL. 2b.5 2' L F - Bill: 1 PVC aD VALVE ASSEMBLY PVC 0.40% (BY OTHERS) CO S F. ASS M L 0.4 % I (PIRIVAT CONST 350E F -8 PV C. O 0.40%' CONST 300L.F!-8 PV.C. a) 0.40% CONST. SAN. M.H. # 7 3P.V.C. v 23 RIM EL. 20.98 �5 30 5 ' 2550, 50' 50' 50' 50' 5d 50 S. INV EL. I L IS �, N E. INV. EL. 10.00 W. INV. EL. 10.10 N. INV EL. 10.10 "T P& 2" � CONST SAN. M.H.#6 RIM. EL. 20.60- r METER( Y E. INV EL.8.50 9A Y OTHERSW. INV. EL.8.60 TYPICAL 25' 0 BAY ANDREWS AVENUE ------------- ;. O k, O Al Io c 1 p CONST. SAN. M.H. # 8 2 1 ti RIM EL. 21.24 N V S. INV. EL. 11.91 N. INV. EL. 11-81 2A F 4 , Ir p ..e L�yk`a a,ere a•sa �ePee�aae3�`�4��e�t a ,�a n f 1 c 51 It , �: 8 PVC. W.M. � CONST (2)-8 G.V; � � �, � ,e� e �, ��:• _: I 2 8 B CONST 8" TEE — — — _ CONST. SAN. M.H. # 10 — _ _ 0.26 '9 ' E. INV. E . 1404 PARCEL 2 CONST. 293L. - 0.40/° W. INV EL. 13.94 ° _ DEFLECT W.M. TO CLEAR' STORM STRUCTURE .(TYP.) CONST. SAN. M.H #9 6 AN. RIM. EL. 20,69 SERVICE L. IPvv. cL. 12.771 CONST. F H N. IIYv. L-. 12.67�: ASSEMBLY KEY MAP CONST. 8 x 8' x 6° TEE N/$T 38 5' OC.F. 8uE�V.C. INV. EL. 16.30 All i ° PARCEL 1 � CONST. 6 11SAN. SERVICE / r 60 L.F. PV.0 o I 8" PV.C. W.M. -��-- CgNST. SAN. M.H. * I I, 5 RIM EL.20: WI INV. EL. 15.60 w, --------- -- --- -e-- .LAKE CONS". SLUG a0t _OFF I 10ANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY GONST. 8"' G.V. CON T. 140 L. - CONST. 12"x I2"x 8" TEE 12 PVC . W.M. CONST. 100 L.F. 12' PVC. REMOVE EXIST PLUG CONST. 12" G.V. S-I �CONST. 12" G.V. OKEECHOBEE ROAD WATER DISTRIBUTION AND I SEWAGE COLLECTION SYSTEMS PLAN SEAL LINDAHL, BROWNING, FERRARI & HELLSTRI CONSULTING ENGINEERS, PLANNERS&SURVEYOF 10 CENTRAL PARKWAY P.O. BOX 727 SUITE 420 JUPITER, FLORIDA 33468 STUART, FLORIDA 33497 'FC SCALE: / 50 DR. NO: 87- 151 - /3 25TH STREET E 205 FLORIDA 33450 2/ 11 AvVaunr KEY MAP MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY POINT OF SERVICE FOR FIRE SPRINKLER SYSTEM CONSTSzB°TEE CONST 6°CH CK CONST. 450 BEND It VALVE a G.. 2 C�MAIN FI REa TF R CtDN CONST. (2)- 45° a 22.1/2° S Y BENDS PIVA E S-4 CONST.. CONN C �I ON 6 1FIRE MAIN 2 CON T. SAN. M.H'. # 4 RIM EL, 20.45 30 \ I N. I V.V. EL.6. S. I EL.6.1212 CONST FH. ASSEMBLY DEFLECT W.M. TO CLEAR STORM S-6 STRUCTURE r 8° P.V. C. W.M. 5' CONST. 8 z$ x6 LIB 17 NCO ST. " G.V. , 900 BEND - ------ PETERS WATER DISTRIBUTION AND SEWAGE COLLECTION SYSTEMS PLAN s i2, 50 50' INN N � INV. 2.15 ) CONST. 40 L.F CONST. 65 L.F. 10° P.V.C. d 0.30% 1011 RV.0 STUB CD 0.30I% a PLUG CONST. PLUG a Q CONST SAN. MH # I 2It BLOW -OFF RIM EL. 18.50()(FIELDADJUST) � 50 CONST. 8° G.V. S. INV.;IEL. 2.1 W. INV.!EL. 2.2 gG a \ E. INV. EL. 2.24 CONST. 90° BEND % CONST LIF T \!� SCALE FEET STATION 50 0 50 100 I COINST . 217 L.F ["WATER SERVICE 'lot P .C. CD 0.30% W/HOSE BIBS ('SEE SHT. 20) \ LAKE' 3 8 FV.C. W.M.-CONST. SAN. MH# z LEGEND RIM EL. 18.50(+) (FIELD ADJUST) ° E. INV. EL. 3.00 } n pad S. INV. E4. 4.09 W. INV. E•L. 2.90 S-I SAMPLE POINT 9 NUMBER G It Q• CONST. 40 L.F. 10 PVC. 0 1 STUB � 0.30 / 8 PLUG SINGLE SANITARY SEWER SERVICE ° � 4 4. v INV.'EL. 3.12 CONST. 450 BEND v WATER UNDER 7 GO CONST. SAN. M # 3� IROP) RIM 'EL. 20.t5, E. INV EL. 13.8.7 S. INV. EL. 4.85 ` \ N.INV. EL. 4.75 It DIS \ CONST. 6 P.V.C. F-M. S° PVC. \\ 50' 5d �! c� FIRE'. MAIN \� RER ITS.EOVIIR 'SYSTEM 6° P.V.C. -A\ \ CQS T 8 C'[ � E MAIN 2, $T 6 ` ECK VALVE a G.V. e' Q N FIR \ L \ 8° DOUBLE CHECK VALVE ASSEMBLY(BYOTHERS �] Q) \ \\ CONS 8 G.V. CONST SIAMESE AoO \\ \ CONNECTIONS S o \ CONST, 8" G.V. ` COS T�8:A CONST. FIRE \ \ \ CONST. 45' a 22. 1/20BENDS HYDRANT ASSEMBLY' SO'\ ( PRIVATE ) DRAWN BY: T. L. J. CHECKED BY: )7 I DATE. 41:11P/1- /�188 20s NO. 87- 151 LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. 'MAY 2 '019 CONSULTING ENGINEERS, PLANNERS& SURVEYORS 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: I" = 50 DR. NO. 87— 151 15 SHEET 15 W 2 I DESCRIPTION SEAL Am ril IYi� I®I frlr ®Ylr Y=lE A ■,'W AV.-!r -I 101 a,Jl MUL1,IFALEIMENOMEf1 "I'l INiB NC Is® a4 11 ®®M a ar.o 1mmmoma'. III ,K or AV z In or e I—TRAFFIC"TYPE VARIES FIRE HYDRANT WITH 4 5 1/4" VALVE OPENING LIMIT OF OR 611. HYDRANT nI ASSEMBLY 24" SQUARE x > CONCRETE COLLAR 0 I = I z 6r. GATE --- - VALVE ti16n SQ. 81 BOX rT x 4" CONC Ol. COLLAR 0 411 TEE 3/4*r STAINLESS' STEEL TIE RODS (MIN. 2 REQD.) -15" SQUARE x 4a CONCRETE PAD NOTE ALL FITTINGS TO BE MECHANICAL JOINT TYPICAL FIRE HYDRANT LETTERING WATER ON COVER FINISH 'GRADE? CONIC. PAD 16"_" •� \� t SO X4_' THICK I IN UNPAvE D Z — AREAS �I 2 =3 CONT c 2 L AD..l 'STABLE I VALVE BOXY' I i j G GATE VALVE I m m m rn m v c� i z VALVE SETTINGS LIMIT OF UTILITIES _ AUTHORITY INSTALLATION WATER METER 2" GATE VALVE 90• ELBOW , PLAN GATE VALVE BACKFLOW PREVENTER V/wy/LJ%//J///.J///.�� P R 0 F I LE 12" SPOOL 90• ELBOW 12°MIN rFINISHED I6"MAX iGRADE G2" PVC SERVICE PIPE WATER METER/BACKFLOW PREVENTER ASSEMBLY DOMESTIC SERVICES ( METER SIZE 1-1/2" & 2" ) WATER MAIN LOWERING DETAIL •ROUND ELEVATION NOS • REQUIRED) NOTE' WHERE POSSIBLE WAVER MAIN SHAL�i BE DEFLECTED BELOW �ISTORM PIPE. WI HOUT FITTINGS PER MANUFACTURER'S RECOMMENDATIONS. I luiI nc IITi, iT,Cc PLAN OS&Y GATE VALVE 900 FLANGE/ FLANGE ELBOW t ThI ho on ecto s 6 D i he., 2 Thr i-n n vosl, used as tre l Dirann. ha 4 sad as elbow 3. D i[. o cha 4 elbow B. Thru I von, a Drilei ha ge ve aal, bend 9.Hydram runout 5. M4e ion change tK used as elbo" ix Of Ikr RESTRAINED JOINT Series 1300 Joint Restrainer aeaao Note - the following joints must be wanni ' weans �J restrained in all applications: A.) Band - Inlet and Outlet E.I Gaps S.) Tee - Outlet Branch F.I Plugs C.) Wye - Outlet Branch G.) All joints on Hydrant runouts D.) Of re4- Inlet and Outlet - n VALUES FOR "L11 ARE BASED ON PVC PIPE AT 15C PSI OPERATING PRESSURE WITH A 100 PSI SURGE ALLOWANCE INCLUDED. WHEN DEPTH OF SOIL COVER IS IESS THAN 2 FT., VALUES FOR "L" MUST BE INCREASED BY 30%. WHEN DEPTH OF SOIL COVER IS LESS � OF PIPE OUTSIDE DIAMETER, VALUES FOR "L" MUST BE INCREASED Y 100%. WHEN PIPE IS PARTIALLY OR FULLY EXPOSED, ALL JOINTS MUST BE RESTRAINED. 12 SPOOL EXAMPLE: A 12 INCH PVC PIPE BEING INSTALLED IN 90• FLANGE/ NOTES: SANDY SOIL, ENTERS A 45 DEGREE ORTZONTAL FLANGE ELBOW 1 ALL CAST IRON FITTINGS' -SHALL BED• L-MINIMUM LENGTH TO BE OESTRAINED ON EACH SIDE OFFITTING (.F!T.) NON. PIPE SIZE SAND ;ELBOWS (deg.) VALVES TEES DEAD ENDS. 2 11% 221, 45 90 6 2 1 3 5 8 3 3 4 7 110. 8 4 3 5 8 129 6 4 6 10 118 4' 7 13 1410 5i 9 15 !1;: 186 10 17 21 FINISHED BE RESTRAINED BY MIECHANIC41, JOINTS - FROM THE CHART THE MINIMUM LENGTH (L)TO BE`RESTRAINEI GRADE (UNI-FLANGE SERIES 1300 ORIAPPROV- IS 1-7 FEET. THEREFORE ALL JOINTS THAT FALL WITHIN 17 DOUBLE 12"MIN CHECK ED EQUAL). FEET BEFORE AND AFTER THE ELBOW MUST BE RES RAINED, %" / VALVE I6"MAX �`///.�///.V/C�///.o//.`%/��J//.*`///a///w%/,i/c.�`fi. //a�' /.a 2• PVC PIPE JOINTS WHICH ARE T NO JOINTS ARE ENCOUNTERED I4ITHIN THIS DI TANCE, THI CLOSER THAN THE MINIMUM RLSTRAIN- NEXT CLOSEST JOINT DOES NOT NECESSARILY HAV,.' TO BE D.I. PROF [L E ED DISTANCE (L) SHALL BE RESTRAINED. SERVICE PIPE RESTRAINED BY MECHANICAL MEANS (UNI-FLANGE 1350)' BACKFLOW PREVENTER ASSEMBLY FIRE SERVICES THRUST RESTRAINING I DESIGN GRADE i I AXIMUM TRENCH WIDTH ��V 2 R. PIPE EPTH+ W Z _ /_77 3/4" COPPER TUBING OR SCH. 40 PVC •, I I I l O PLACE AND COMPACT OF i Ha BA£KFILL SHALL BE PACED / IN 6 LIFTS x _ LAYER TO BE MECHANICA' LY U 11 \ z I \ W 1 W F N 6" MAX. LAYERS EACH,, THE EXCAVATED HALE FOR THIS. I ` INSTALLATION SHALL BE BACKFI LED I TAMPED 'TOA MINIMUMO NATURAL �i TO NATURAL GROUND AFTER CORP RA- !TYPE D-112 LJ Z PIP O.D'+ 24 Il w 4 oI GROUND iN TION STOP HAS BEEN TURNED ON ANDS' PLAN O " TUBING FLOWING FULL. IT SHALL RE- METER Ill W � MAX; WIDTHMAIN IN 4 DETER`38 Io OF MAX.'. DENSITY -. SAMPLINGHHASIS TBEENATEUNTIL A TER THE ! FINISHED GRACE. 36r MIN: -_ J U x METHOD TE,$�pY.AASHTO . AND APPROVED. �N\\��%I�: COVER Q v UJ % It _ �zQ x w PLUG 2„ GATE VALVE cr W: I2 I2 A OD O O ►- 00 o MA MAX F WATER 011 PEA K I 11 2" .PIPE W F- Q Z a U1 MAIN -m ; . z � .. sl Z. > z Q a z / �� V. • 45• BEND✓ IS COMPLETE SHUT OFF CORPORATION .. G STOP WITHO RASlTUBING AND PLUG CORP. CORPORATION STOP —AFTER SAMPLING i. STOP Vt • M.J. PLUG TAPPED 2 HANDPLA E SE ECT M e L TERIAL J �— SAMPLE TAP LocanoN SECTION LOWER QUADRANT TO BE NOTE: WHERE POSSIBLE SAMPLE TAP SHQULDBE , SHAPED TO RECEIVE PIPE A FIRE HYDRANT OR BLOW -OFF. BELL AND BARREL TYPICAL SAMPLE TAP BLOW -OFF DETAIL MANUFACTURERS' OUTLET CENTER ST. LUCIE COUNTY TYPICAL TRENCH DETAIL I� FIELD:I DRAW BY: G.V P WATER DISTRIBUTION DETAILS DATE, EB CHEC 'D BY: 51/2/88 G.p V/5G all 2/' Uf%�/f ie . APRIL 1988 DATE BY DESCRIPTION IlON JOB N 87 151A1 VALVE #1 PRESSURE GAGE / VALVE f/2 18" 18" MIN. MIN. + + POTABLE WATER SUPPLY. DOUBLE STRAP SADDLE AND CORPORATION STOP REQUIRED. NOTES: 1. BOTH VALVES SHALL BE KEPT CLOSED EXCEPT FOR FILLING, FLUSHING, AND BACTERIOLOGICAL TESTING PURPOSES. 2. GAUGE AND RISER TO BE REMOVED AFTER PRESSURE TEST. 3e ENGINEER SHALL BE NOTIFIED BEFORE FILLING AND FLUSHING. 4. AFTER BACTERIOLOGICAL CLEARANCE, SECOND VALVE IS TO BE LEFT OPEN WITHOUT VALVE BOX. 5. PRESSURE TEST PUMP CONNECTS TO SERVICE LINE OR BLOWOFF. NO EXTRA TAPS ARE PERMITTED UNLESS PRECEEDING ARE NOT PRESENT IN TEST SEC ON DOUBLE VALVE DETAIL LINDAHL, BROWNING, FERRARI & HELLSTROM INCS- ry CONaULTING ENGINEERS PLANNERS& SURVEYORS Ar G i9 951 COLOKADO AVENU£ lld'tpUTFISI(ONDSTRFET� PO BEFX7g7, SUITE410 SUITE 202 IIUPITER FLORI_A 33458 STUART, FLORIDA 33494 FORT Plf RCF., I IORIDA 31450 8CA4611 a I HO, 8 7- 51 - 18 18 F 21 ELEV. AS SHOWN MANHOLE L FRAME AND COVER TO. BE ON PLAN U.& FOUNDRY AND MFG. CORP. 33A ,DRAWING No. 170, OR EQUAL 7}-- �6 GROUT FRAME ADJUSTING PRECAST . RINGS ' 2 O" 'BRICK AND MORTAR AS NECESSARY . ♦ 4" I MIN., 2 MAX.) is W N / 1 J z e ♦ PRECASTREINFORCED CONCRETE MANHOLE T S SECTIONSCORDING�,� e TO ASTM. 487-75 6 BITUMINOUS COATING t- 1- ¢ INSIDE AND OUTSIDE (TYPE IIEMENT ) 2; e. (2COATS LLa B" NOTE: !. THE FIRST. PIPE 'AT I . w O ALL INFLU NT$ AND EFFLUENTS SHALL BE I - W W ` DUCTILE IRON PIPE W/ !' W z 4p" DICKEY URETHANE �- W I • 1 JOINT AND A.MAXIMUM m - I OF 2'-0" LENGTH. o r _ BASE AND FIRST SECTION OF MANHOLE W WALLS SHALL BE ¢ .o ♦ ♦ :: CAST AS A SINGLE - '..A. ..UNIT. r ...,r ,.. - RAMNEK PREFORMED o- 1:3 CEMENT GROUT FILLET A FLEXIBLE PLASTIC Wo JOINT. S LANT, OR :..SLOPE CREATE THAN ..a.+4 '/ FT. e ' EQUAL, A ALL JOINTS J 4' _ I • - '' 4 GROUT MIN. �' 1 CL No, 4 BARS 12' O.C. EACH WAY. ! =IF TO 6'. DEEP = 8" TO 12' DEEP = 10" OVER 12' DEEP = 12" TYPICAL MANHOLE SECTION GRADE (SEE PLAN) NOTE a'9.a ii s�i�.•r= !. THE FIRST DIRE AT AL'_ 6 � GROUT INFLUENT AND EFFLUENTS J e, 2-0 FRAME SHALL SHALL BE: DUCTILE IRON PIPE WITH DICKEY URETHANE JOINT AND. A - MAXIMUM OF 2 C" LENGTH EACH. SEE TYPICAL b MANHOLE SECTION', FOR CONSTRUCTION SPEC- IFICATIONS o, E " MINIMUM ENCASEMENT INFLUENT v. v... 0� `BRICK PIPE T ' DROP CONNECTION REQUIRED WHERE 1 • DISTANCE FROM INVERT > OF INCOMING SEWER TO 1• • ° ° MANHOLE INVERT IS 2,-0 c •. OR GREATER. 6MINIMUM ENCASEMENT J ALL OROP PIPING SHALL(vBE DUCTILE • ' d, B" IRON PIPE, �(�. v. ,.. �.. L. �FILLET E FFLUENT P No. 4 BARS 2 ' 0 C. EACH WAY TYPICAL DROP MANHOLE SECTION MANUFACTURERS' OUTLET CENTER 3/4" 5' OF SET FROM BUILDING �• II . d'x 6�" TEE TYPICAL LATERAL SERVICE CONNECTION DESIGN GRADE !. MAXIMUM TRENCH 00TM 2ItSEWER DEPTH♦ z _ z ` F PLACE AND COMMICT BACKFI L SHALL BE !PLACED o_ a IN 8• LIFTS 5 z IN6"MJ X. LAYERS, EACH u W W LAYER 0 BE MECHANICALLY TAMPE TO A MINIMUM' OF w zo PIPE 0.0+241N� _ > 98% F MAX. DENSITY AS W- z �,... MAX. WIDTH J _. �DETER AINED BY AASTHO z a' ve METHO T- 180 O W W '.,. i W z W' _12" 12" o m o f o o MA MAX ~ N J W p 3: i 2 = Q4. za Ir t ` w HANOPLACE SELECT MA!TERIALLOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL SANITARY SEWER PIPE BEDDING DETAIL EXISTING PIPE I TYPICAL TAPPING SLEEVE & VAVLE DETAIL 1. I VLRT. CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO OSSTRUCTION. 21 EPILLWAY SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT. I'VERTS ELEVATION PROVIDING FOIL SMOOTH FLOWS.. 3. CHANNELS FOR FUTURE CONNECTIONS PTUBS SHALL BE CONSTRUCTED, FILLED WITH. SAND AND COVERED ITH I'OF MORTAR. FLOW PATTERN FOR I INVERT CHANNELS HELD! DRAWN BY: T. L.J.11 LINDAHL, BROWNING, FERRARI & HELLSTROM, INC CONSULTING ENGINEERS, PLANNERS A 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: l = 5( DR. NO, 87-/5/— I9 ISHEET / 9 m ST. LUCIE COUNTY SEWAGE COLLECTION DETAILS Uf1//f Ca y DESCRIPTION is APRIL /988 NC. 87-I5I SEAL 7 r Al 22125 LOCKABLE' . •,�. - r I • - ALUMINUM' COVER, .COMPLETE WITH I ALUMINUM COVER, COMPLETE WITH _� r--II---1 • STAINLESS STEEL ACCE S 4OR',ES 7 STAINLESS STEEL ACCESSOR �.E �!. S lip BOTTOM SLAB I 1 _ 05I7ov a eCTTCY' r 8-4 a5 LONG I WET WELL I UNAFLEX STYLE �-- I: 3150 COUPLING ws(TOP IS GROUT FILLET WALL PIPE I I 3"— I � � i HOSE BIB WITH 1 • ' O BACKFLOW DEVICE v 1 8' — 6" 058Y RESILI NT L SEW�V 6 FORCE MAIN / \ � BCTTOYIa —I" THREADED CORPORATION S`LONa iSTOP W/PRES3URt OIL FILLED GAUGE y ALUMINUM COVER ts5 I H WAY TOP 8 BRONZE MOUNT CONTROL BOTTOM (SEE "TOP SLAB41 01 COMPANION FLANGE REINFORCING PLAN" FOR PANEL EL ALARM LIGHT � WITH BRASS NIPPLE ADDITIONAL -INFORMATION) � 2D.3D i C910E MOUNTEDI � TO QUICK CONNECT 6' FINISHED FEMALE QUICK COUPLING '•�.. T 4 8'� CONNECT ..VENT HOLES `GRADE 6R WALL CONNECTION 6' 6„ CROSS BREAK TOP WITH SC.Rf EN COUPLING I"B.S. PIPE -I--� 1 I F WITH PLUG(4) CONCRETE STEP WILL CHECK j FUTURE I O�L NEOPRENE GASKET Y i 1 UNAFLEX VALVE •7 .. TELENET�IIY J`L�/ t• CARNET k♦T \ -. II UMP 40" COUPUxG Q VALVE PIT L FRONT DOOR 1► �—y FIN. GRADE REAR DO R1� CONTROL PANEL EL. 16.30 .. PCwER CO�. ACCESS) "PIPE CO2 SLOPE -GROUT FIL ET B" 2 0 (`1 METER FRONT VIEW PE TR:.P--�L ) 1 I I I -6' DOOR EQUIPPED WITH PAD I4.3O I I ,p I LJCK TYPE HANDLE NOTE ALARM MORN I LOUVERS BOTTOMALIL ` _a ��'• 10" I OF DOOR WITM I'I. FRAMING BOLTS T BE STAINLESS SOEELD. FOR ASSEM LI„G-r 11 2 C L R 3" CLR` e . I/i SCREEN B'-a'so. HOSE BIBB` DETAIL �; LOCKABLE- 5 AT 12 EACH WAY „ U2• 7� I!, PAWEL I TELEMETRY CONTROL --1 FUTURE iNJY '' f l� 4LUY COVER 4 VALVE PIT E2ETAIL sxa REDucwc ELL I I PANEL SAFETr CHAIN NOOK I t 05 AT 12" EACH WAY. \ I, (SEE "TOP sl Af REINFORIM CABLE HOLDER _ - I-I/4T FLANGE INSIDE J 3 SETS -SST ANCHOR "- PLAN* FOR ADDITIONAL EXIST GRND. BOLTS I/2 aB } ` .,.. PL N 0 _ RE TO STEM WALL. WITH A MINIM i PLAN* OR A STAINLESS STEEL ATTACH ENCLOSURE 1,jOf BAR BRACKET (±) 9. NG:V. D. �I A : CUT L ARE (NUT, I ALL BOLTS a NUTS: TO BE 304.STAINLESS� 40FT. NOTE Fri GRADE 11/2- .4 MIN. FLOAT SWITCH CABLE 40FT MIN. CORD ON PUMPS ' \ /. ,\\ \ ' - �,--, OF Bi STAINLESS S. T:EEL DRILLED ANCHORS CUT IOCKWA9HE) " • ' •. -Ilk I �. B FLA:TWA9NER-1 ELECTRICAL CONDUIT - • •I ' I L _ CHECK VALVES M& H OR CLAW W/COVER _.._ —T -• 2• 'T• 6 GATE VALVES O.S & Y. KENNEDY OR MULLER ,.I f' I.D. PRECAST WET • I�, s0• ,..; E"JCLOSURE- FOR CONTROL PANEL; 90• I� J. - 3 Y J WSECTION, ELL . � G R DE TO -MATCH G478 wi AMEROn •i I I SEND:EXI T. GRND£LEV. j, p "T LOCK" LAZING— '"m �. ` a :I OR FLATTE ((�) Ij LJ j : S LD VIEW i 1 ' BOT TOYIa INSULATED THRA7 BUSHING I II FRONT DOOR JALVE PUMPSTATION 2'- w5 TOP B TR /J'CON OL.PANEL CONTROL PANE„N.S(TOP O'. BOT TOM:) BOT70M1 E4CH' , 2 w.S1T0P B' BOTTOMI�__PROTECTIVE 6"CROSS S' LONG 910E OF OPENINGEACH"SIDE 0F OPENING FUTURE TEILEMETRY .ENCLOSURETOP SLAB WET WELL -TCP SLAB PIT PANEL 6 PLUG I I ' CONTROL PANEL AREA PLAN I. INFLUENT PLAN -N. COVER B OPENING IN TOP SLAB SHALL BE LARGE ENOUGH PIPE I TO ACCOMOQATE THE INSTALLATION OF 6" SEWAGE PUMPS(ULTIMATE) NOTES I 1. TOP SLAB NOT SHOWN FOR CLARITY. s -_-J 2. VALVES, PIPES a FITTINGS ALL 6" 1. D. VALVE,_ ` rY�CKPLOWBrF EVE`T qED PRESSURE NOSE 1181 TO BE FASTENED TO VE 30"x48" LchekAS3/4'1109E11BB-GLOBE TYPE CONTROL CENTER A9 REQUIRED TO AT 2" EAC NOTE. TOP SLAG NOT SHOWN FOR CLARITY. PLAN •� •.- STAINLESS STEEL SENSOR CABLES - Tjj 1 �ivN '.� I: EQUIPMENT CHAIN CHAIN OR CABLE ,, �- I�,I I � MOUNTING RACK - 2"PIPE AT ' POW A ER C BLE I 02 SLOPE 3L T B D.w E WELL ¢. TO CHECK !V INFLUENT IS •I. VALVE PIT �i��_ R/W I • ALARM ON I _- _ - - ., .. .. .. B• MIN D I STATION NOTE. LIFTS HALL 11IJ1 If RAR1 Ii ,. . `� DISCHARGE T G BE SET 0 A D � SAFE Y ..A:N ' LAG UM 0 PIPING � ,W A 1 . P E C Blf I n . . -STAINLESS \\ LEAD PUMP ON • STEEL GUIDE - • 0 I - - - ... "- BAR WITH. ., x :• _.: •� �• INTERMEDIATE �_. vuMP Pure 62 wI �. ' .-�` _ I SAN. M. H.- I __ PSMPSTATICN . CCNTRCL. , PUMP OFF - . - "NOUT FII L f • PANE_ EVC_CSLRE NOT r ✓'.; L78 -.-DISCHARGE ii FUTURE TELEMETRY CABINET SHOWY FOR CLARITY G OUT FILLET _ _ .::. •, . . , ,� j .•. .. r. .... READ�' N EARTH 910E 'I: r- .. • 7"CLR. STYLE 150�- % � . � I -♦FLEXIBLE! r-`r -•-'�----- T .3 CIR.T i+ COUPLING i •'. F•�__., _ _._. SO .' '.! � il. '. 1 nEpA ♦ NUB - • 11.4`50.. ` c •3 AT 12' EACH. WAY TOP Is BOTTOM MINTMUY 4 • Y-d MA '• ANDREWS AVENUE \ L DI FLf 1►R. •, F. 1 1/2• PVC,I0411C UNION - NOTES: LAN ADDITIONAL 5.1 CY MINIMUM OF CONCRETE .MUST BE win 4" OI Q POURED AROUND LIFT STATION. BASE TO PREVENT FLOTATION.. . •. NOl F.4 FOR. 47Ai NI[SS 41FE1 ANCHOR R11I t, GROUSE=HINg3 E73 PUSSE LL B STOLL F. Ib4 -%2 .; 2. ALL INTERIOR CONCRETE SURFACE! Of WET WELL WILL BE FLO a PLAIN SHAL L' BE DRIL L EO A MINIMUM OF ♦ INTI 2 BLOW - OFF SEALING FITTING I GENERATOR RECEPTA E , COVERED 2 COATS AMERON °T"-LOCK° _ I ENO ►I►[ SOT TOM OF Wf T WELL B BOUTS SHAI L Mt \ - 5' 8" PVC. MAIN Y FINISHED ' INCLUDING UNDER SIDE OF LID. UNDER FLOW ~ � GROUTED IN PLACE WITH NO N,SHRI K aRU11, &PLUG _ l AL L \ OSTEEL-- B W13HF BE STAINLESS - _ ------ � E . STATION LIFT SECTION ,� GROUND Roo ` NCN- SHRINK GROUT S� a UMI-FLANGE AND CLAMP. to vETWELL ' 1 ADAPTER DUPLEX PUMP INSTALLATION ' ('SERVICE RUBBER RJ�4f fAfkfT ---- 70 SERVICE ENTRANCE INTEAon f10E ELEVATIONS DESCRIPTION A 20.30 TOP SLAB FINISHED GRADE B 2.0 INFLUENT a ALARM ON C 1.0 LAG PUMP ON D 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 1 TOP OF BOTTOM SLAB - 14.30 VALVE PIT ELEVATION SCHEDULE OF VALVE PIT AND ALARM LIGHT , 1 8 - 4" WALL CONNECTION -- ' r I HOSE ) NOTE T I BIBS I ALL fEEOER CONDUIT ENTRANCES SHALL BE STAGGERED 5-O��I I I VALVE �. FITTINGS FOR .EASY REMOVAL FOR SERVICE ENTAAXCE'AN PIT ALARM1 . LIGHT ONLY, A MENA 4X HUB 3 REQUIRED (NO I LIFT STATION CONTROL PANEL REQUIREMENTS: THE LIFT STATION I I, I LJ SEAL OR uM,loN): CONTROL PANEL SHALL BE PROVIDED WITH THE FOLLOWING ITEMS: L — — —_j 0. A. LIGHTNING ARRESTOR. n PANEoL O0'NTROL PANEL ELEVATION B. PHASE MONITORS. 30 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. PUMP SCHEDULE SIZE GPM T D H RPM HP REMARKS 0 1 411 180 70' 1750 15 ` 2 4" 11801 70'117501 15 �E F. HIGH LEVEL ALARM LIGHT WITH FLASHER (RED NON— BREAKABLE LENS) . jE - PUMP SHALL BE MODEL R4SEH 1502-4. MANUFACTURED BY PEABODY BARNES (EXPLOSION PROOF) MANUFACTURERS' 0 W OUTLET CENTER a .• LL 6 0 ST. LUCIE COUNTY DRAWN BY: J.C. LINDAHL, BROWNING, FERRARI A HELLSTROM', INC. MAY 2 0 1988 _ CONSULTING ENGINEERS, PLANNERS A SURVEYORS LIFT STATION CHECKW6Y: 70 CENTRAL PARKWAY 1905 SOUTH 25TN STREET 5//2/B8 G /� MiSc. �e� per llfi/if �O- P.O. wx 727 SUITE 420 SUITE 205 DATE: APR I L, 1988 JUPITER, FLORIDA 3344E STUART, FLORIDA 33497 FORT PIERCE, FLORIDA 33450 DATE by DESCRIPTION �RNO• 87-151 REVISIONEEAt ftAlE, AS NOTED ID111.14110 87 - 151 - 20 SHEET 2 0 t1f ?I GENERAL NOTES:. 1. THE LOCATION OF ALL EXISTLNG UTILITIES ON THE P AN IS AP- PROXIMATE. THE CONTRACTOR': SHALL LOCATEAND EXPOSE ALLEX- ISTINGSUFFICIENTLY AHEAD CONSTRUCTION UTILI TIES TO: ALLOW L : REDESIGN BY THE ENGINEER IF" SUCH UTILITIES ARE FOUND TO!BE . DIFFEMENT THAN SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER. IM- PROVEMENTS SHOWN ON THESE PLANS AND ALL OTHER UTILITIES SAND OTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTORS ALL ASSUME : ALL RESPONSIBILITY FOR REPAIRS OF UTILITAND OTHER IM- PROVEMENTS DAMAGED DURING CONSTRUCTION AND SHALL MAINTAIN SUFFICIENT PROTECTION TO ALL UTILITIES REQUIRED - O PREVENT ' THEM FROM DAMAGE AND TO PROTECT THE PUBLIC DURING CONSTRUC- TION. THE CONTRACTOR SHALL REPAIDAMAGED 'R ANYTILITY OR I IMPROVEMENT AT THIS EXPENSE. R, 3. THE CONTRACTOR SHALL CONTACT THE ,T.. ENGINEE PI.ERCE UTILITIES AUTHORITY, THE FLORIDA DEPARTMENT OF T ANSP.ORTA- : TION, SOUTHERN BELL, AND ANY OTHER UTILITY THAT MAY HAVE FACILITIES IN THE AREA, AT LEAST 48 HOURS PRIOR To COMMENCE- MENT OF CONSTRUCTION. 4. PRE -CONSTRUCTION MEETINGS ARE TO BE HELD .BETWEEN THE ST. E � LUCIE COUNTY. ENGINEERING DEPARTMENT, FT. PIERCE UTILITIES AUTHORITY ENGINEER OF RECORD, :AND. CONTRACTOR. PRIOR TO COM- I� N M N EMENT OF CONSTRUCTION. TRUCTION. MENCEMENT 5. CONTRACTOR MUST NOTIFY THE ENGINEER 48 HOURS PRI R TO TYING INTO ANY EXISTING STRUCTURES AND HAVE AN INSPECTOR PRESENT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED RED TESTS : AND SHALL SUBMIT REPORTS BY AN INDEPENDENT STAT5 CERTIFIED j, TESTING LABORATORY APPROVED BY THE ENGINEER.. : :... 7. ELEVATIONS SHOWN OWN HEREON .ARE BASED ON THE NATIONA H GEODETIC VERTICAL DATUM OF 1929. T 8. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDER- UND E 1. ` KIND INCLUDING SPRINKLE GROUND INSTALLATIONS EVERY ., IRS)SHALL -. PAVEMENT AND : ITS BE PLACED BENEATH THE EDGES TO THE CONSTRUCTION OF THE PAVEMENT. ` THE PAVEMENT SHALL NOT BE .CUT WITHOUT PRIOR. APPROVAL' OF THE ENGINEER. 9. UNLESS OTHERWISE NOTED, CONSTRUCTION INSPECTION WILL BE I PROVIDED BY THE ENGINEER. AND IS REQUIRED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS BEFOR BEGINNiIN CONSTRUCTION AND AT LEAST.24 HOURS BEFORE REQUIR NG :NSPEC- I TION ON EACH AND EVERY PHASE OF WORK AND SHALL SUPPLY. AL : EQUIPMENT NECESSARY TO TEST ANDINSPECT :THE WORK.. 10. CONSTRUCTION SURVEYING WILL BE PERFORMED BY THE S RVEYOR AP- Ili : THE CONTRACTOR SHALL ASSUME PROVED BY E OWNER. THE THE K RESPONSIBILITY OF PROTECTING ALL SURVEY STAKES AND MONU -MENTS. SURVEYING COSTS SHALL BE BORNE BY THE CONTRACTOR. CE AT THE 11. CONTRACTOR TRACTOR SHALL MAINTAIN IN A SAEE. PLACE SITE ONE RECORD COPY OF ALL DRAWINGS, SPECIFICATIONS, ADDENDA, WRIT TEN AMENDMENTS, CHANGE ORDERS, WORK DIRECTIVE CHANGES, FIELD .ORDERS AND WRITTEN INTERPRETATIONS: AND CLA IFTCATION IN GOOD ORDER AND ANNOTATED PO SHOW ALL CHANGES MADE-DURIN CONSTRUCTION. .THESE. RECORD DOCUMENTS TOGETHER WITH ALL 'AP- PROVED SAMPLES AND.A COUNTERPART OF ALL APPROVED SHOP DRAW- INGS WILL BE AVAILABLE TO ENGINEER FOR REFERENCE. upo COMPLETION OFTHE .WORK, THESE "RECORD DOCUMENTS,. AMPLESAN : SHOP DRAWINGS WILL BE DELIVERED TO ENGINEER FOR OWNER. 12: SEWAGE FORCE MAINS SHALL BE TREATED AS WATER MAINS IN REGARDS TO STANDARDS OF MATERIAL SPECIFICATIONS, ONSTR C C U TION AND. TESTING. :.. 13. SUBSEQUENT TO COMPLETION OF THE CONTRACT WORK, BIT PRIOR T SUBMISSION OF THE. REQUEST. FOR FINAL PAYMENT, THE CONTRACTOR SHALL PREPARE, IN.DUPLICATE, RECORD DRAWINGS COMPLETED i SITE CONSTRUCTION SHOWING cF.INAL LOCATION BY ROAD AY CENTER- LINE STATIONING. AND/OR OTHER ACCEPTABLE MEASUREMENT, AL LINES FITTINGS VALVES, SANITARY OR DRAINAGE _STRUCTURES, I ORIGINAL PLANS.. REU ETC:,. ALL REVISIONS TO THE , 4. RED DEPTH I AND INVERT ELEVATIONS,.AND ALL 'INFORMAT.ION NECESSARY TO: LO- CATE AND/OR OPERATE THE IMPROVEMENTS CONSTRUCTED UNDER THIS CONTRACT. 14. THE CONTRACTOR SHALL. GUARANTEE ALL .WORK AND MATERIALS FOR, ONE PERIOD OF 0E YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S: EXPENSE . 15.LIMITED TO RIGHT-OF-WAY CLEARING AND SHALL BE I 0. M .PARKING AREAS, LACES AND UTILITY EASEMENTS. SELECTIV .THE SITE. SHALL N OVER THE. BALANCE BE . CLEARING S DIRECTED. : BY OWNER OR .HIS REPRESENTATIVE:.- GRUBBING OF ALL STUMPS, :. ROOTS, 3URISD LOGS OR OTHER OBJECTIONABLE ..-:MATTER .SHALL ,BE T A DEPTH OF 18" BELOW NATURAL GROUND. 16. DEBRIS REMOVAL: ALL DEBRIS SHALL BE REMOVED FROM THE ARE AND LEGALLY DISPOSED.. DEBRIS MAY HE BURNED UP014 OBTAININ o o "'V N REMAIN PROPERBURNING PERMIT BUT ANY ..BUR. ED �3Y ARE TO:BE T REPREENTATIVE. DISPOSED OF AS DIRECTED .HE OWNER OR I 17. THE WATER .AND SEWER SYSTEM SHALL COMPLY 'WITH FT. PIERCE I. UTILITIES AUTHORITYS' SPECIFICATIONS. '.. L 18. VEHICULAR ACCESS TO ADJACENT PROPERTIES. SHALL BE MAINTAINE : AT ALL. TIMES. 19. TRAFFIC CONTROL,.BARRICADES, ETC, .SHALL BEINCCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STA.DARDS.. 20. ALL UTILITIES THAT WILL BE ACCEPTED FOR OPERATION AND MAIN- TENANCE BY THE FORT PIERCE UTILITIES AUTHORITY WILL BE IN- SPECTED.AND CERTIFIED BY SAID UTILITY COMPANY.: 21. ALL FIRE SPRINKLER PIPING FROM THE POINT-OF-SERVI E INTO THE : BUILDING SHALL BE CONSTRUCTED BY A CONTRACTOR CERTIFIED: BY ��.. THE STATE FIRE MARSHAL'S OFFICE-. :.. 22. THE WATER METER SERVICING THE OUTLET CENTER AND THE DOUBLE CHECK ASSEMBLIES SHOWN ON THE PLANS SHALL B INSTALLED BY THE FORT' PIERCE. UTILITIES AUTHORITY. mfere: lane shall be provided the entire circu [ 23 A Eire � ce of the ouiltli ng. The .ire lane shall be at least 20 :feet in width with I the edge closest to the building at least 10 feet from the bulilcl- cl- be posted ever 1 0 feet. In front. ing. Signs shall p s y 0 a.... a and along g : the sides of the bulialhg, -where sidewalks are located, .signs snail be mounted on poles at least feet above ground. P Signs 9 shall be 12"xts" with 2" betters. Lettering shall be on. both I sides of sign (Fire Lane No. Parking),. . -Bening the building, where signs parking areas areadacent".to the building, > g. P 9 J hall' e s 4 I, mounted on thewall of the building. at least 5 feet above the I'I, ground (lettering 1 side only).. Fire lanes shall be striped, 4. stripes feet apart the entire length of thefirelane. 4"x141' I. : Letters (Fire Lane NoParking) shall be painted. at 100 foot in- tervals midway between signs. The designation, use, and In in- cenance. of (fire lanes on Private property ` shall be ac omplshed ll. as specified by .the Fire Marshal. -Fire lanes and associaterI striping and sigaage snail be subject to approval by the Frye- ! Marshal. MANUFACTURERS" OUTLET CENTER GRADING AND PAVING SPECIFICATIONS F Ot M S IAL `SHALL BE -REMOVEDR 1 ALL ORGANIC OR DELETERIOUS A ER WITHIN :10 FEET OF ANY AREA ON THE SITE WHICH IS TO BE FILLET OR ASDETERMINED ENGINEER. THIS INCLUDES ALL BUILD- ING .AREAS, PAVEMENT AREAS, AND LANDSCAPED .AREAS .WHICH . ARE BEING FILLED. ANY SUCH MATERIALS SHALL BE:REPLACED BY AP- PROVED GRANULAR: FILL WHICH SHALL BE COMPACTED TO 98% OF MAX- IMUM DENSITY AS DETERMINED BY:AASHTOT-180. 2.. .ALL UTILITIES AND DRAINAGE `: INSTA'LLATIONS SHALL: BE CON- STRUCTED AND INSTALLED PRIOR TO COMMENCING WORK ON THE ROADS.. 3. ASPHALT CONCRETE PAVING SPECIFICATIONS A. SU.BGRADE,FOR ROADWAYS SHALL HAVE AIMINIMUM FLORIDF 0 BEARING VALUE F` 75 PSI SUBGRADE FOR PARKING AREAS SHALL HAVE.A MINIMUM FLORIDA BEARING VALUE OF 35 PSI ALL SUBGRADE SHALL BE COMPACTED TO 98% OF MAXIMUM DEN- SITY AS DETERMINED Y rAASHTO.. T-180:.. STABILIZE AA,' NECESSARY TO OBTAIN REQUIRED.FLORIDA BEARING. VALUE. B. LIMEROCK BASE COURSE BE -COMPACTED TO 98 OF MAXI C RSE SHALL MUM r DENSIITY AS DETERMINED BY AA.SHTO T-180. ALE LIMEROCK SHALL CONFORM TO THE REQUIREMENTS OF SECTIOP 311 OF FLO:RIDA D'.O.T. STANDARD SPECIFICATIONS EXCEP' n r CARBONATES OF CALCIU. M PERCENTAGE OF CARBO.A .HAT THE MINIMUM N AND MAGNESIUM SHALL BE 60%. AS AN ALTERNATE CEME'L .. - COQUINA SHELL �ONFORMI NO TO F.D.O ,T. SECT IO,V, 15 MAY 3E SUBSTITUTED FOR THE LIMEROCK. C. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE TYPE S-1 MODIFIED AND SHALL CONFORM TO THE F.D.O.T. SECTION.331, HE MAXIMUM EXCEPT THAT T M M M AGGREGATE SIZE SHALL BE 1 2' AND SHALL HAVE A MINIMUM 1000 LBS. MARSHALL STABILITY. D. PRIME COAT AND TACK COAT FOR BASE COURSES SHALL CONFORP TO 'THE REQUIREMENTS�OF SECTIONS 300-1.THROUGH 300-7 Of FLORIDA D.O.T. STANDARD SPECIFICATIONS PRIME COAT SHALL BE APPLIED AT A RATE r OF 0.25 GALLONS PER SQUARE A YARD AND TACK COAT AT A RATE.OF 0.10 GALLONS PER SQUARE YARD UNLESS A VARIATION RATE IS APPROVED BY THE EN- GINEER. DRAINAGE SPECIFICATIONS 1. PRECAST CONCRETE MANHOLES AND :CATCH BASINS SHALL MEET THE REQQUIREMENTS OF A.S TSPECIFICATION C-478AND 6T A `.M .4 .FICAT NC F.D.O.T. STANDARD SPECI:FICAT�IO'N 425. 2. CONCRETE FOR PRECAST MANHOLE AND CATCH BASIINS SHALL HAVE MINIMUM .COMPRESSIVE STRENGTH OF 4000 PSI AT.28 DAYS. 3. ALL C.M.P. SHALL BE HELICAL -WOUND ALUMINUM: ALLOY PIPE CON- FORMING TO'THE REQUIREMENTS OF .SECTION 945 OF FLORIDP D.O.T. STANDARD :SPECIFICATIONS '-AND AASHTO.DESIGNATION M-196. 4. PIPE ENDS AT JOINTS SHALL BE REFORMEDTO AN ANNULAR CORRUGA- 'PION. 5. JOINTS, IN CORRUGATED ALUMINUM PIPE SHALL BE WATER TIGHT. ALL CONNECTING BANDS SHA L BE CORRUGATED ANNULAR COUPLINC BANDS, LAP -TYPE, WATER TIGHT AND CONFORMING WITH THE RE- QUIREMENTS OF AASHTO M-196 ,OAR, 19"COUPL:ING BAND". THE JOINTS 'SHALL BE MADE IOF NEOPRENE GASKET AT LEAST SEVEN INCHES T WIDE BY 3 8 THICK FOR CULVERTS 36" DIAMETER OR SMALLER AND NOT LESS THAN FOR 10-1/2 /" WIDE ALL OTHER DIAMETERS. 6. REINFORCED CONCRETE PIPE SHALL: CONFORM TO THE REQUIREMENTS OF A.S.T.M. SPECIFICATION C-76, CLASS I11, WALL THICKNESS "B", LATEST REVISION, AND AS MODIFIED BY. SEC'PION 941 OF FLORIDA D.O.P. STANDARD'.'. SPECIF:ICATIONS, LATEST REVISION.: 1. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION. SHALL BE IN STRICT ACCORDANCE I C CE WITH',c THE ENGINEERING AND CON- STRUCTION STANDARDS ADOPTED BY ST. LUCIE. COUNTY AND THE PLANS :AND CONSTRUCTION SPECIFICATIONS.. WHERE COINFLICTS. OR OMISSIONS EXIST T LUCIE COUNTY S (, Y ENGINEERING "STANDARDS SHALL DICTATE. SUBSTITUTIONS AND. DEVIATIONS. FROM PLANS AND SPECIFICATIONS SHALL BE.PERMITTED .ONLY WHEN.WRITTEN APPROVAL HAS BEEN ISSUED BY THE :ENGINEER 8. WHERE CONNECTIONS TO AN EXISTING DRAINAGE 'SYSTEM ARE PROPOSED, SAID EXISTING DRAINAGE STRUCTURES, .`LINES AND DITCHES SHALL BE CLEANED OF ALL SILT AND OTHER DEBRIS PRIOR TO SAID CONNECTIONS BEING MADE. 9. SOD AND SEED AND MULCH SHALL CONFORM TO F.D.O.T. SECTIONS 570, 575 AND 981 10. THE INSTALLATION- OF ALL TRAFFIC CONTROL DEVICES SHALL CON- FORM WITH THE MANUAL ON TRAFFIC CONTROL DEVICES, FL:ORI'DA DEPARTMENT OF TRANSPORTATION STANDARDS AND ST.LUCIE COUNTY REQUIREMENTS. 1'! 11. DENSITY TESTS ON PIPE BAKF LL UNDER PAVEMENT SHALL HAVE'A C MINIMUM OF 3 TESTS PER LIFT PER PIPE RUN. A. TEST LOCATION DEPTHS - @..SPRING LIRE - @ 12" ABOVE PIPE - @'EACH 12" LIFT TO SUBGRADE B. BACKFILL SHALL BE COMPACTED PER SUBGRADE SPECIFICA- TION:S. 12. DENSITY ON,PIPE BACKEILL UNDER PERVIOUS AREAS SHALL BE 95% OF MAXIMUM DENSITY AS DETERMINED BY::AASHTO-T-180. DENSITY -LOTS SHALL BE DIRECTED BY THE ENGINEER. 13. A SUBSOIL UNDER DRAIN 'SYSTEM SHALL BE INSTALLED IN EACH OF THE SIX DRY RETENTION AREAS E S AS SHOWMAN THE r.DRAWINGS. THIS WORK INCLUDES, BN BUT IS,NOT LIMITED TO, TRENCHING;REMOV RE MOVAL AND DISPOSAL OF UNSUITABLE MATERIALS; BACKFILLING TRENCHES WITH SUITABLE MATERIAL; FURNISHING AND INSTALLING PIPE AND FIT- TINGS. IN GENERAL, IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE A SUBSOIL DRAINAGE SYSTEM THAT COMPLIES WITH THE STANDARD OF PRACTICE ESTABLISHED :BY ADVANCE DRAINAGE SYS- TEMS, INC. (ADS) OF CHARLOTTE,:N.C. SPECIFICATIONS WATER SYSTEM SPECIFICATION SEW R S TE'MSPECIFICATIONS. ION : I 1. WATER- MAIN SHALLBE BLUE IN COLO OR .HAVE THE "WAITER" -:1. PRECAST CONCRETE M N ; !CONFORM -' A HOLES SHALL TO THE REQUIREMENTS PRINTED PERMANENTLY IN!BLUE ON 3:IDES FOR THE LENGTH OFI THE OF.ASTM.�C478 AND 64T'.- PIPE.' ALL PVC WATER MAINS 6 i:: : OR LARGER, MUST BE CLASS I 5 N AN W 900 8 ' 1 H AND DR 18 SI/.A. A C L AND :. HA E D.E N N SHALL B SIG ED� FOR 0 '2. �0 NCRET"E FOR PRECAST.. MANHOLES 10R BUILT UP <.MANHOLES SHALL 150 PSI WORKING PRESSURE. ` ��' HAVE NiIOT'.LESS THAN 4060:PSI COMPRESSIVE STRENGTH AT"28 DAYS_ CEMENT! SHALL BE TYPE IT, ACID RE$ISTANT. 2. ALL FITTINGS .SH LL BE MECHANICAL A TO REQUIREMENTS OF::AW�A.0 111-80.AND Q i CAST IRON..CONFOR CONFORMING SHALL CEMENT MORTAR 3 REINFORCING STEEL FOR. MANHOLES ;SHALL CONFORM TOTHE REQUIRE - , L` CONFORMANCE : WWA C LINED. N. WITH A LINED _ 04 80 '. LATEST REVISION. , S R ISION. .. _ -. 3. G, r MENTS OF ASTM 3. 015 AND A. 3H.5 ..ATR3T'REVI ION" ' SPLICES.. , S SHALL HAVE A MINIMUM LAP OF 24:' BAR DIAMETERS. :3.: GATE VALVES 3" AND :LARGER: SHALL BE RESILIENT SEAT AND SHALL ! MEET AWWAC-508-80 SPECIFICATIONS, LATEST REVISION.' VALVES 4. ALL OPiENINGS IN PRECAST MANHOLES SHALL BE CAST AT, TIME OF L. MUST BE M.OELLER CO. OR'APPROVED ,UAL: r. MANUFA TURF. - C 4. FIRE HYDRANTS SHALL BETRAFFIC` REAKWAY MUELLE,R-CO. EN- 5. H. B , , .MF�NHOLE S SHALL E SET PLUMB LINE AND GRADE AND SHALL- ALLI TURION MODEL NO. A-423. OR APPR VED :EQUAL.!. FIRE HYDRANTS :. REST ON A FIRM, DRY CAREFULLY' GRADED SUBGRADE WHICH $HALL:: ' SHALL BE INSTALLED WIT THE CENT E,R OF HOSE .NOZZLE 18,, PROVIDE-UNIFORM-BEARIING UNDER BASE. IF NECESSARY THE CON - .r I, ': N HED RA E ''. G THE S ABOVE FI IS G D. F1�CIN REET.: ... AND SUITABLE': TO OVIDE A FIRM A TRACTOR UTILIZE ROCK ti C O R ! MANHOLE BASE FOUNDATION. 5. ALL WATER SERVICES SHALL BE POLYETHYLENE TUBING CONFOR ING- ... .. TO ASTM D-1248 AND D-2173.7 'WITH SIOR OF '9 AND SHALL HAVE A _ 6. MANHOLE SECTIONS SHALL BE JOINTED WITH RAM-NEK FLEXIBLE GAS - WORKING PRESSURE OF 20 PSI. I. KETS BY.K.T.SNYDEIR-CO ,;INC. AND PRIMED WITH RAM-NEK I PRIMER!:. THE REMAINING SPACE SHALL BE FILLED WITH CEMENT' 6. PAVEMENT RESTORATION SHALL BE CAR IED OUT IN AC.CO,RDANCE ITH - SMOOTH : :I '�. CONTINUOUS MORTAR AND FINISHEDS'0 AS TO PRODUCEA S OOT CONT. I THE REQUIREMENTS OF ST., LUCIE COO TY ENGINEERING PARTM�NT .. W '. URFACE'INSIDE 'AND OUTSIDE THE ALL SECTIONS , S 7. '61 ALL TRENCHING, PIPE.LA ING, BACK..lILL, PRESSURE -TESTING, ~'./.H. `R;;. ::A OF COAL A :PRECAST'.SANITARY: MANHOLES SHALL HAVE TWO COATS 0 T. ,. ,.. ' DISIYFECTING MUST COMPLY WITHTHE F.P,U.A. AND:ST. EPDXY:. AP .LIED TO.. THE INTERIOR. I,.. P 1. COUNTY 'HEALTH DEPARTMENT:;1I MINIMUM T ONSTRUCT ION '�RE UIR EMEN-S. 4 ! ' :.8. CONST UCTION OF THE SANITARY 9'EWER SYSTEM AS DETAILED HEREIN 9.. THE CONTRACTOR SHALL !:ENLIST THE SERVICES OF _ACERTIIED SHALL NOT BE DEVIATEb FROM'PN.ANY WAY WITHOUT WRITTEN. , TESTING LABORATORY FOR THE PURPOS JE TAKINGIVC d:A:CT� IOL:OG�CAL AUTHORIZATION FROM THE ENG.INEE R SAMPLES AND TESTS. :. 9. GRAVITY SEWER :MAIN HALL BE POLYVI.NYL CHLORIDE SOR-35 9. ` F c s ALL PIPE, ETC. SHALL BE P.,ST.,D UNDER 3 CONSTANT PRESJUR OE .. EWER : (GREEN) WITH THE WOR�S "SANITARY S WRITTEN ON'THE PIPE ( R N).. 150 PSI FORA MINIMUM TEST OF 2 OURS .AND SHALL' NOT EX EED AT. REGULAR INTERVALS AND SHALL CONFORM TO ASTM' D-30341,. :. -� o PHE. LEAKAGE 'AS ..ER.a ST/AWWA SPECIFICATION O OF LATEST REVISION. .. C600-82 LEAKAGE FORMULA: ' Q = SD P 10. SEWER iLINES SHALL BE' LAID ON UNDISTURBED GROUND, OR GROUND 133 00 COMPACTED TO 9'8% OF! ,:MAXIMUM ..'DENSITY IN .ACCORDANCE WI:TH c MAXIMUM AASH O T 180:BACKFILL'.-SHALL.BE COMPACTED TO 98$'OF. T _ ALLOWABLE LEAKAGE LIONS Q E E KALE NGA 1. :ERH OUR �. : L N ACCORDANCE '-`<AA HTO':T-180 THE CONTRACTOR DENSITY I C RDAN�E; WITH E ' _ TOTAL LENGTH 0'- S.ED I S, F PIPE" TE T1 FEET 11 SHALLlSUBMIT CERTIFIED DENSITY AS REQUIRED BY THE EN-:. D = DIAMETER OF THE PIPE .TESTED lI' INCHES : ,TESTS - P =.: AVERAGE :TEST PRESSURE' IN POUNDS PER SQUARE INCH � GINEER. .. i. I I 11. ALL S ACES AROUND PIPES ENTERING OR LEAVING MANHOLES SHALL 10. ALL 2" I.D. PVC WATER LINES S H B LL E SCHEDULE 40 SOLVENT :... BE COMPLETELY FI:LLED WITH EMB-ECO MORTAR.. (NON-METALLIC) OR 1 WELD: I` .. BONSAI I (NON-SHRINKING).l 11. DISINFECTION OF MAINS 0 NS OGIC COMPLY WITH ANSI/AWWA - 60 - : 12. !, PVC LINES ENTERING OR`LEAVTNG MANHOLES SHALL HAVE STANDARD BACTERIOLOGICAL SAMPLING L POINTS .SHALL @ AS AS _ASBESTOS MANHOLE COUPLINGS BY JOHNS MANVI LE OR APPROVED ..EQUAL. �' � DESIGNATED ON THE ENGINEERING PLANS. ! STRUCTURES 13. THE .CONTRACTOR 'SHALL TEST THE COMPLETED SEWER TO DETERMINE .,. 12.: MINIMUMCLEARANCE BETWEEN STORM-S R AND WATER-M .INS EJI OTV 5 TESTINGI NG SHALL _ ALIGNMENT E.NT ANDTIGHTNESS S OF THE : SHALL; BE1 AND MAXIMUM DEFLECTION , PER EACH JOINT HL BE 5ERVEDBY.HE ENGINEER. ALL�EWERS SHALL B£ LAMPEDAND MUST REQUIRED. 3 DEGREES WHERE DEFLECTION IS RE CT Q, ,. I SHOW A FULL CIRCLE OF LIGHT.INFILTRATION OR EXFILTRATION :. TESTING SHALL. BE CONQUCTED...:'LEAKAGE SHALL NOT :EXCEED-:50 TESTI 13. INSTALLATION: INSTALLATION OF WATER SYSTEM PIPE AND FITT. NGS s GALLONSPER INCH DIAMETER I PER Y G SHALL :MEET THE R OF AWA REQUIREMENTS Q SPECIFICATIONS:C600 8 . .PE.R 14. N CONNECTION TO EXISTS G SYSTEM: AGLCONNECTIONSPOEXISTI G M. 14. CLEANING ANDFLUSHING: UPON COMPLETION OF THE.P'IPE INS AL-. UTILITIES SHALL UT S E MADE UNDER THE UTILITY' T N -0E TH T R:` E DIREC I0. THE AT N FOR ANY h: THE .A L IO :SEC ION Y. THOROU�HLY , LHE< INS'SHALL BE '.T .. , N :BEING IN - COMPANY. '- FORCE ;MAINlVALVES SEPARATING THE MAINS : CLEANED AND FLUSHED:. CLEANED CONTRA TOR SHALL DISPOSE OF .:_ ALL STALLED FROM THE EXISTING MAINS SHALL BE OPERATED BY OR::ON- WATER USED FOR FLUSHING IN A MANNER WILL -AVOID _ ANY _ ' DER TOE DIRECTION OF THE UTILITY COMPANY REPRES:ENTATLVE NUISANCE OR DAMAGE TO THE SURROUN? ING PROPERTY,. :ONLY. THE COST OF TE•tE: WORK I'N MAKLNG THE CONNECTION SHALL 15. ALL SERVICE CONNECTION GREATER.T,.AN 2" SHALL BEINSTAJy'LED BEPAIIDJFOR BY THE CONTRACT.O.R. BY THE CONTRACTOR.. INIAC.CORDANCH WITH THE UTILITY COMPANY STANDARD DETArIL f.P U.A'L. SHA.LLIINSTALL. ALL :SERVICES 'AND 15. INSPECTION: UNDER STATE LAW THE DESIGN ENG.I'NEER IS REQUIRED '.u' %� BACKFLOW PREVENTER'.FOR�!2 METERS ND SMALLER METERS ILL SYSTEM TALLATION AND, UPON COMPLE-- TO INSPECT THE :SEWER SYST IItS , II-- BE INSTALLED BY THE:. UTILITY COMPANY AS RE I. QUTIRED. DOBLE A THEIR CON FORMITY MITY: WITH TI.N_.OF. THE WORK TO SI R O I. , O � ` CHECKVAL E ASSEMBLIES ON + THE FT E MAIN'. SHALL. BE I:NSTA�LED NSA AS FOLLOWS: DESIGN. REQUIRED INSPECTIONS E N BY THE UTILITY COMPANY.! II A. URI-NG INSTALLATION OF WETWELL, UTILITY COMPANY REPRE- 16. TO EXISTI`NG �N. CONNECTIONSHALL L BE.MADE SIIENTATIVE WILL ALSO BE PRESENT. .S.YSTEM. PO THE EXISTING LINE$UNTIL PRESSURE AND BACTERIOLOGICAL BEFORE :CONNECTION 'TESTS HAVE BEEN PERFORMED AND THE SYSTEMIS ACCEPTABLE TO B.UPON IN T LLATON OF THE MAINS ANDSERVICES I THE UTILITY AND THE COU NTY HEALTH DEPARTMENT E.NT : LN. THE EVENT ,.. BACKFILL:ING. ,IiF THE CONTRACTOR BACKFI6L$. TRENCHES d- N THE PROPOSED MAIN L. T CONNECTED S 0, BE C C ED TO MAIN WHICH HAS ONE. EXPOSE O INSPECTION, HE MAY BE REQUIRED TO POS PRIOR T VSPEC.TIO � Q.. I� OR MORE ACTIVE SER:VICE3 BETWEEN T E POINT OF CONNECTION AND. I. . .,. EXAMINATION BY THE :ENGINEER SELECT AREAS FOR!, ,.! ''. THE FIRST EXISTING.LINEI VALVE, A`TEMPORARY PLUG OR CAP'S ALL I BE INSTALLED. ON THE NEW MAIN .UN:IL.THE PRESSURE TESTS AND : C. DURING INFILTRATION AND EXFILTRATION TEST .OF SEWER DISINFECTING ARE 'COMPLETED. UPON! SATISFACTORY COMPLETION MAINS. THE PLUG OR CAP SHALLI BE REMOVED FROM BOTH MAINS AND THE bFTHE. CONNECTION MADE WITH A -Or SECTION ! - � - PIPE WHICH:` HAS BEEN COMPLETION BA. FILLING. D. UPON ION CSC. j' : SWABBED OUT WITH A SOLUTION OF CHLORINE AND r4ATERi THE ON-` ' �' NECTION SHALL BE .MADE AS SWIFTLY POSSIBLE AND .ANY WATER : E. UPON COMPLETION PAVING.. r I,. IN THE DITCH SHALL BE K'EPTBELOW -THE LEVEL OF THE,PIPE THE 1 I SHALL BE PLACED IV PIPELINE T !SERVICE S. BY THE AUTHOR ZED 16. 'WATER AND SEWER SEPARATION.,,y5$WERS CROSSING UNDER WATER ! -PERSONNEL... IN THE EVENT.ANY EXIS'TING .CUSTOMERS ARE..W.IT OUT MAINSiSHALL BE: LAID O PROVIDE IA MINIMUM VERTICAL: DISTANCE WATER WHILE ACONNECTION ITS BEING`I s.,'E MADE, TH CONTRACTOR SHALL '.OF 18"BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF 1 I NOTIFY THE UTILITY. COMPANY.WHEN'TH - WATER WILL . M SEPARATION CANNOT ".BE. THE LOWER PIPE. WHERE THIS SE O I N M W AND WHEN HE'ESTI ESTIMATES IL BE RESUMED. IN SOME _ MAINTAINED, AND IN ALL CASES. WHERE: SANITARY SEWER MAINS A `..STANCES R MAN SHALL .B ENCASED IN;:A.- CROSSOVER WATER. MAINTHE SEWE I.. THESE CONNECTIONS MAY HAVE CTIO S TO B M ;..:V E ADE,AT NIGHT. NO I', ��.. N E OF "30 -M THICKNESS 4 OF:CO CONCRETE .FOR A DISTANCE MINIMUM N CUSTOMER SHALL BE WIT OUT WATER! SERVICE FOR MORE THAN 2 CENTERED ON THE.:. POINT OF CROSSING. I HOURS ALL:CONNECTI CONNECTIONS TO EXI.STIING 0 MAINS SHALL -REMADE UN- - DER- THE DIRECTION P THE UTILITY T O 1 S REPRESENTATIVE VA V S E 1M HORIZONTAL DISTANCE BETWEEN WATER MAIN AND - SEPARATING. THE MAINS.BEIING INSTAL ED FROM. THE EXISTING M INS AS MINIMUM ! SHALL BE OPERATED BY. OR! UN:DER TH:E DIRECTION OF THE UTILIY'S SEWER SEWERiAS A REPRESENTATIVE. THE OF THE. cdsT WORK IN MAKING THE CON EC _ MAIN CROSSING WATER MAIN SHALL BE LAID TO PROVIDE MIN_ '' TION.SHALL BE PAID BY THE CONTRACTOR. .FORCE - TM.UM ERTICAL DISTANCE OF 18" BETWEEN THE OUTSIDE OF THE I 17. INSPECTION. .UNDER STAT LAW IG ENGINEER IS REQUIRED .N. MAIN. L:. .FORCE ,MAIN AND THE OUTSIDE OF THE WATER AI PO INSPECT THE SEWER A WATER SYSTEMS INSTALLATION AND, -17. ALL DUCTILE IRON GRAVITY SEWER PIPE,:WHERE'REQUIRED, SHALL UPON COMPLETION OF THE !WORK, TO C RTIFY'AS TO `THEIR CON -.OR- _ '.. BE -CLASS 52 AND MANUFACTURED IV CONFbRMANCEWITH .AWWA STAN . MITY WITH THE DESIGN 'THE REQUIRED INSPECTIONS I,. _C I NSARE AS.OL - C- _tip.,. DARDC;>151, LATEST RE!VISION ALL DUCTILE IRON SEWER PIPE LOWS: l. : SHALL BE BITUMINOUS LINES AND SEAL' COATED IN CONFORMANCE A. UPONINSTALLING OF THE MAINS . SERVICES BEFORE BCK- N COV :: ER '..WITH AWWA STANDARD C-1i10 LATE REVISION.:: MIMM I .. U I.: ,'AND FILLING: IF THE CONTRACTORB CKFILLS TRENCHES PRICE TO :.SHALL ',BE 36 INCHES. ',- INSPECTPON HE.. MAY'.BE REQUIRE) Q! TO EXPOSE SELECTED AREAS 18. CONTRACTOR SHALL INSTALL AN ELECTRONIC MARKER AT THE LOCA- .FOR EXAM:INAT.ION BYi THE ENGINE R. , I MARKER ,.. HALL N.:.SIHOu]N ON THE SEWE DETAIL SHEET.5 TT0 RI I B. WATER! MAIN. BE RE UIRkD BY THEM UTILITY CO PANY'.MALL TYPE,,AS MAN1O D DURING PRESSURE URETEST OF I BY 3-COMPANY. ! C. UPON COMPLETION OF BACKFILLINI -1. 9 SEWERIOR� BE FRCE AIN SHALL INYL CHLORIDE CONFORMING AA POLYVI' CRMNG WW, . '. I �. C-900�75 AND SHALL.BE -CLASS 150-DR.. 18 AND SHALL BE BROWN 18. MINIMUM COVEROVER :WATER.MAINS SHLL BE 36 INCHES. MINIMUM N CDL.OR OR HAVE TH :WORDS::"SEWER"..-. PRINTED PERMANENTLY 3N , COVER LOVER SERVICES SHALL :BE 20INHES: MAXIMUM COVER SAIL � : 1., :BROWN'ON 3 SIDES. FOR HE LENGTH! F THE PIPE. D BE 48"' UNLESS OTHERWISE NOTED 'I ! 20. R BODY, CON- FITTINGS SHALL BE CAST OF DUCTILE IRON, STANDARDS BOD , . I 19.ALL ETH � LABOR MATERIALS AND M ODS : OF CONSTRUCTION SHALL ,. BE A 25 CEMENT FORMING. T .AWWA. C ' AND ANSI A21 :.:11 CLASS _. O 11 N 0, I. FITTINGS MECH NIC JOINT TI _... .':. I. I N STRICT N PHE I ST C ACCORDANCE WITH W TILT Y COMPANYSTANDARDS T O N AN EA C L BE MECHANICAL TO LINED I D SEAL DATE AL ....,: ,: AND THE PLANS! AND CONSTRUCTION:SP CIFICAT IONSL.- WHERE ON- WITH RETAINER GLANDS.'.. r: " FLICT:S OR OMISSION '.. EXIST THE U $ it I ILITY COMPANY'S STANDARDS $ 21 SEWER FORCE' MAIN BE MARKED::BY'THE USE OF CONTINUOUS ' SHALL DICTATE. SUBSTITUTIONS AND 'DEVIATIONS FROM AND . SHALL E - SPECIFICATIONS SHALL.BElPERMITTED.NLYWHEN WRITTEN APPROVAL "D, PJONE" BURIED !THE TRENCH ONE :.F FOOT ABOVE THE "MAIN IN EE D I.NHE ,-TTRB CO.. . ENGINEER.. ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS'. HAS BEEN ISSUED BY THE !. 22. n MINIMUM.COVER OVER FORCE MAINS SHALL BE 3.6.. MAXIMUM COVER I SHALL iB$ 48" .UNLESS OTHERWISE NOTED. - - - FIELD: DRAWN BY: T. ✓. CHECKED BY: m DA E: APRIL 1988 LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. MAY CONSULTING ENGINEERS, PLANNERS 3 SURVEYORS �H Ib O 1g�U 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: NONE DR. NO: 87-151- 21 SHE 2 T. LUCIE COUNTY 5- NO. 8 7 - 151 NMI SEAL z. :. ., < .,. ,.. �- r ', ,_ , ,� ` ... �: � .. �, u � ,� ,. �� -. .. ,. ,; .. ;. �, y. �. .,. � �- ,: ,. 4 �. _r �.. ,, ., , ,� ;. r �. x, _:.. ., � , QUANTITY'LANT MATERIAL LIST PHASE 1_PHASE 2 SYM;�� COMMON NAME SPECIFICATIC7NS 10 18 QV C11 ,A ,F, 10'-12' HT 5'SPD 2/�" CALK 1 3 30 J A— -� -AKANDA ACUTI FOLIA JAG F, NPA 10'-12' HT X 5'SPI? 2'/i"CAL 5 15 55 5,'-\UHINIA BLAKEANA HONf.- -KONG ORCHID Ia'-IZ' HT X 5'gP17 2'i2"CAL I2 3 CA C11PA,MIOPS15 ANACAR17101'17E5 G0 0 P 10'HT MULTI -STEM Z -7 18 5 P -15-1 SAL PAI_!"'ETTO -- CA55AGE PALM CLEAR TRUNK HEIGHT A5 SHOWN 2 2� v E P E'. ,,%7 GNU5 P`U' :::7ENS 51LVERTHORN 30" HT 29"SPD 3 GAL Zia 1 t�q EU -EUL .NIA UW---..ORA SURINAM CHERRY IS" HT X IS" 5PD 3 GAL 13-L 316 APT F1,705PORUM GREEN PI iT05PORUM 18" HT X IS" 5PD 3 GAL 18Z 236 H5 HEMEROCALLIS 5PEC4E5 LEMON YELLOW PAYLILY 10" "TX lOv5PD I GAL 80 40 JP JUNIPERU5 PAIR50HI PA95ON5 JUNIPER IZ" 5PD 1 GAL 250 250 AN ANNUALS OF THE 5EA50N POT51 FULL.. 22 351 UP I UL1`"IU5 PAKVIFOLIA 'DRAKE` DRAKE ELM y4" 101- IZ' HT X 5'SPP ?-"CAL F l E1L0 TO Sc� NOTE: 5ES Awx.H. DRAWI ®UMP477FYK PAD* 5GI ENC.LCiFrAzzza GOhd,47Z Io-Eiu Ex . t T (EF) F - bahia seed -� 1 at FOR c�t=ra 3 - 5P ` 2 EX MfFTSZ 1 \floratam sod l ,t floratam sod n�MOYe C) 4D 41kjju LSD itzlM r-i0 l�h�zs, Z>vTAII.I �IATUtzAL gF},r4� I PLY ZV:IN ;;wE53ER FZ O f S'TIG HOSE. WHITE SURVEYORS TALC JNG TAPE , (o" L.ENCs7H -�ALVAN I ZED 'TJSLN 6UGK1-!= WITH IZ GAUGE CAI-V. WIMe -rRsFe WZA-P T"x5" STAKES c2m, N INTO CGROUNDATAI-IGLE "il-iEN TIC-HTENEO TO VERTICAL PO'SITIGt�l� $' MIN. LENG"T'i-i� 3STAV-e5 AT 120-AN&LE. MOUND TO FORM 3AUGEK Z"MIN, MULCH Ze NlOV6 !jURLAP Pzoc -4 AZCurNo TOP OP GALL PL.47JTINC:, MIXTURE iJD7F-: -�,rAk=E T;ZE&5 OV ;Z. 3" CAI-i �4- C�UY Tf E-E': TREE PLANTING DETAIL 6-PT — 3-JA Z-QV 80- El r- 5 - 2>5 20>-1=P ,-f=-� mil' 4-Qv bahia seed °I -UP t2' 73--5P {5 I—(o-CA 15' RESERVE PARCEL 52- PT 63-EU —, '� 3-5P Z- BB 5-5P floratam sod --� L,�,—bahia seed •. •• DETENTION POND } : '• I t � MEN bahia sod, bahia seed —� ON Z4 — bahia seed scale 1": 30'- 0" seed a lw Qm in � 0 w LL m w rr�r CO W Y, w �o W CO W y vI aID 0 W r fD N trJ " 17 J Q Z 0 Q LL U } WCL Q H a: N I0w vLn IxW N Q Q ,N 3 m 0 W U 3 I Q' Z' t7 W 'J 0 4 LL W Q a. N 1- o 01 inZai WQa N I W z M W U F Z z Q W J ,0 H W a .� a o J o ,z J Q 1- 0 04 o 6" sleeve TAP INTO 2" CITY IRRIGATION "---� METER, APPROXIMATE LOCATION orb �I a.. r, ' 1114 4 2" sleeve {0 { I,r3,g I%r 2 �s eve 4 1 11 " 111 I r1- 4/ I'/A - I a Controller Location --- 4" sleeve a : Ili 6" sleeve • (S% I :y R � x 2" sleeve l 4" sleeve 1 �,4 Z, \'1.` 2" sleeve 4 I1 7 �,�$ 414 l i� u , it • 2 2 n I'1$ 1�2 a VIA • -===�.sa ;i 1, Z" 1+, o r _ " It „ ♦ 4 it I z , , Ik •�'� i `{ 1 �<F 1 q I'z 2' 3 n (�41 ` ` 3i\ llf 11tNil- o (u 0 1, ♦. 3l4 6 sleeve 3�41 3�4 I ♦. 6" sleeve 6" sleeve scale 1": 30'— 0" £y 3Ef k ' x yFei i f vW Vj 51 N t W —\ e- e- e• A w L-3 OF43 r 22„ �14 xl,. �y 2" 0�n 2, ,n I%n =~ 2" sleeve �\ f 2" sleeve —3 3/4 3/4 4" sleeve 2 1 /2" sleeve 2" sleeve 2" sleeve ' 114" , 1 T i1 2" sleeve 2" sleeve Ir , r. , /4 (2 ,1 inn ., u I liq I, /,4 /q 14, 14, I I% I" I I" I /q 3/ef -1!q o n o � 11 , 2." q` 2" •------------ - --_ - •_ ,,. ,,. I, �� .-�•�•i• •.. • • • ate,• - 3/4Ix „ 6" sleeve 0 3hY,: I 3/4 q 2" sleeve kFlwwft� 2'Z 3/411 0 31 9 .w.F --6" sleeve 2" sleeve 1 /2" sleeve 1< 7r--� sle @ v e I'4 k .00 .00 .�' p 2yit o 1 6 .....�•�•r. 3/4,t t 1' 1 r' r -314„ I„ I V4„ �2 I' IfZu 3/4 1, 19 +''� a .00- _ .,, 6" sleeve scale 1 ": 30'- 0" � 4 , w^Yx.Y 90� a� t#*ey s P> 4 # � ? mmA 0 th R ♦�C LA k H3 k x j+q } w asp 3 ( ,CIS Y} �f 1t xat 4 �tx a t Y Pis Y W hA $h x ABBREVIATION INDEX . ABV above" AFF above finished floor FLG flashing PER[ perimeter ASC above suspended ceiling FHMS flathead machine screw PLAS plaster ACC access FHWS flathead wood screw PLAM plastic laminate ACFL access floor FLX Ilexible PL plate AP access panel FLR floor (ing) PG plate glass AC acoustical FLCO floor cleanout PWD plywood ACPL acoustical plaster FD floor drain PT point ACT acoustical tile FPL floor plate PVC polyvinyl chloride ACR acrylic plastic FLUR fluorescent PE porcelain enamel ADD addendum FJT flush joint PTC post -tensioned concrete ADM adhesive FTG looting PCF pounds per cubic loot ADJ adjacent FRG forged PFL pounds per lineal loot ADJT adju*ble FND foundation PSI pound s per square fool PSI pounds per square inch AGO aggregate FR frame (d), (ing) A/C air conditioning FRA fresh air PCC precast concrete ALT alternate FS lull size pFB prefabricate (tl) AL aluminum FRO furnished by others PFN prelinished AMC anchor, anchorage FUR furred (ing) PRF preformed AB anchor boll FUT future PSC prestressed concrete ANOD arm�uzeel GA gage, gauge pL properly line APX approximate GV galvanized OT quarry Zile ARCH. architect (u rat) GI galvanized Iron RBT rabbet, rebate AD area drain GP galvanized pipe RAD RL radius rail (ing) ASO asbestos GSS galvanized steel sheet RWC rainwater conductor ASPH asphalt GKT gasket (ed) REF reference AT asphalt tile GC general contract (or) RFL reflect (ad). (Iva), (or) AUTO automatic GL glass, glazing REFR refrigerator BP back plaster (ad) OLD glass block REG BSMT basement GLF glass fiber RE register reinforce (d), (ing) BRIG bearing - GCMU glazed concrete masonry units RCP reinforced concrete pipe BPL bearing plate GST glazed structural tile REM BJT bed Joint GB grab bar RES remove resilient BM benchmark GO grade. grading RET return BEL below GRN ( granite RA return air BET between L gravel RVS reverse side (side) BVL beveled GF ground face REV revision revised BIT inous GT grout ELK block GPDW gypsum dry wall RH right hand BLKG blocking GPL gypsum lath ROW right of wa y BD board GPPL gypsum plaster R RVT riser RS both sides GPT gypsum file rival BW both ways HH handhole - RD roof drain DOT bottom HBD hardboard RFH root hatch BRK black HOW hardware RFG roofing BRZ bronze HWD hardwood RM room BLDG building HJT head joint RO rough opening BUR built up roofing NOR header RB rubber base BED bulletin board HTG healing RBT rubber Tile CAB cabinet HVAC heating/ventilating/air conditioning RBL rubble stone CAD cadmium HD heavy duty SFGL safety glass CPT carpet (ad) HT height g SCH schedule CSMT casement HX hexagonal SCN screen CI cast Iron HES high early -strength cement SNT sealant CIPC cast -in -place concrete HC hollow core STG sealing CST case stone HM hollow metal SEC section CB catch basin HK hook (s) SSK service sink CK calk (ing) caulk (ing) HOR horizontal SHTH sheathing CLG ceiling He hose bibb - SHT sheet CHT 8 ceiling height hot water heater SG sheet glass CEM cement _HWH INCIN incinerator SH shell, shelving PCPL cement plaster (Portland) MCL inalude (d), (ing) SHO" shore.(d), (ing) CM cenlimeler(s) 10 inside diameter Sim similar CER ceramic INS Insulate (d), (Ion) SKL. skylight CT ceramic Zile INSC insulating concrete SL sleeve CMT ceramic mosaic (tile) INSF insulating fill SC solid core CHBO clllkboard 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 IPS ironpipesize SPL special CLR cleer lance) JC janitor's closet SPEC specification (s) CLS closure JT joint SO square COL column JF joint filler SST stainless steel COMB combination J Ioisl STD standard COMPT compartment KCPL Keene's cement. plaster STA station COMPO eorunPoimimut (neaposite) KPL kickpiale ST steel COMP compress (ad), (ion), (ible) KIT kitchen STO storage CONC concrete KO knockout SO storm drain CMU concrete masonry unit LBL label STR structural CX connection LAB laboratory SCT structural clay tile CONST construction LAD ladder SUS suspended CONT continuous or continue LB lag bolt SYM symmetry (lost) CONTR contract (or) LAM laminate (d) SYN synthetic CLL contract limit line LAV lavatory SYS system CJT control joint LH left hand TKBD lackboard CPR copper L length TKS lackstrip CG corner guard LT light TEL telephone CORR corrugated LC light control TV tale vision CTR counter LP lightproof TC terra 'offs CFL counterflashing 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 fool LVR louver TOIL tolerance CYD cubic yard LPT low point TAG tongue and groove DPR damper MR machine bolt TSL top of slab DP dampprooling 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 UHF unfinished DIM dimension MECH mechanic (al) UR urinal DPR dispenser MC medicine cabinet VJ v-joint led) DIV division MED medium VB vapor barrier DR door MBR member VAR varnish DA doubleacting 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 IDS downspout MRD metal root decking VIN vinyl Y D drain MTHR metal threshold VAT vinyl asbestos file DRB drainboard M meter (s) VB vinyl base DT drain the MM millimeter s () VF vinyl fabric DWR drawer MWK millwork VT vinyl file DWO drawing - MIN minimum WSCT wainscot DF drinking fountain 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 (al) MR mop receptor WR water repellent EP electrical panelboard MT mount led), (ing) WS waterstop EWC electric water cooler MOV movable WWF welded wire fabric EL elevation MULL mullion W west ELEV elevator NIL Mailable WHB wheel bumper EMER emergency NAT natural W width, wide ENC enclose lure) Ni nickel WIN window EO equal MR noise reduction WG wired glass EOP equipment NRC noise reduction coefficient WM wire mesh ESC escalator MOM nominal WO without EST estimate NMT nonmetallic WD wood EXCA excavate N north WB wood base EXH exhaust NIC not in contract WIRT working point EXG ellisling NTS not to scale WI wrought iron EXMP expanded metal plate OBS obscure EB expansion boll OC on center (s) EXP exposed OP SYMBOL$ used as abbreviations: EXT exterior OPG opaque opening L angle EXS extra strong OJ open -web joist it centerline FB face brick OPP opposite c channel FOC face of concrete OPH opposite hand d penny FOF lace of finish OPS opposite surface I perpendicular FOM lace of masonry OD outside diameter PL plate FOS lace of studs OHMS ovalhead machine screw f, round FF factory finish OHWS ovalhead wood screw FAS fasten, fastener OA overall FN fence OH overhead FBD fiberboard PNT paint led) - FGL fiberglass PHL panel FIN finish led) PB panic bar FFE finished floor elevation PTD paper towel dispenser FFL finished floor line PTR paper towel receptor FA lire alarm PAR parallel - FBRK lire brick PK parking FE fire extinguisher PRO particle board FEC fire extinguisher cabinet PTN partition FHS lire hose station PV pave (d), (ing) FPL fireplace PVMT pavement FP fireproof PED pedestal FRC fira-resistant coating PERF perforate (d) - FRT lire -retardant ALUMINUM BRICK C.M.U. EXISTING GRANITE/MARBLE INSULATION (BATT) INSULATION (RIGID) 0 PLASTIC PLYWOOD �.•%r POURED IN PLACE CONCRETE, a PRECAST CONCRETE STEEL ® WOOD (FINISH) ® WOOD (ROUGH) ALL MATERIALS SYMBOLS ARE AS INDICATED ABOVE UNLESS OTHERWISE NOTED SYMBOL & INDICATOR LEGEND SECTION SECTION NO, 1 2.1 3.1 SHOE I ON 'v"vrliCH OCC 1 IUIN iS CU I �� —SHEE 1 UN `VVHIUH SEC I ION IS SHOVVN ELEVATION 2 ELEVATION NO. SHEET ON WHICH ELEVATION IS CUT SHEET ON WHICH ELEV. IS SHOWN DETAIL DETAIL NO. SHEET ON WHICH DETAIL IS CUT —— SHEET ON WHICH DETAIL IS SHOWN COLUMN A VERTICAL DISTANCE VERTICAL DIMENSION O 12r-0 ABOVE ( ) OR BELOW ( ) FIN.FLOOR ELEVATION ROOM DOOR O WINDOW O NUMBER INDICATES REQUIRED FIRE RATING IN HOURS TO INTERSECTION OF ADJACENT WALLS. -. I TOILET ROOM ACCESSORIES TR t� ACCESSORIES MTG. HT. STD i REMARKS P' I FRAMED MIRROR 18"s 30" 40' 40' HT. .TO BOTTOM � 2 FRAMED MIRROR AND SHELF 18' x 30' -� 4?;" 40" HT. TO BOTTOM 3 UNFRAMED MIRROR — — SEE PLANS 11 SOAP DISPENSER WALL MTD. 38' 36" MTD.ABOVE LAVATORY, TO i 16 SOAP DISPENSER, CWl1TER MTD. — — 4' SPOUT INTO LAVATORY 22 TOILET PAPER HOLDER 24" 24* TO CENTERLINE 26 TOWEL DISPENSER, SURFACE MTD. 40" 40" HT. TO BOTTOM 28 TOWEL DISPENSER, RECESSED 40' 40" HT. TO BOTTOM 31 TOWEL DISPENSER/ DISPOSER, SEJAI-REC. 40" 40" HT. TO TOWEL DISPERSER OPNG, 33 TOWEL DISPENSER/ DISPOSER RECESSED 59- 59' HT. TO TOWEL DISPENSER OPNG. k 134 TOWEL DISPENSER/ DISPOSER, SURFACE MTD. 40' 40" HT. TO TOWEL DISPERSER CPNG. _ j 36 1 SANITARY NAPKIN DISPENSER, SURRICE MTD. 56' 36" HT. TO BOTTOM, WOMEN ONLY 37 SANITARY NAPKIN DISPENSER, RECESSED 36' 36' HT. TO BOTTOM, WOMEN ONLY 561 SANITARY NAPKIN DISPOSER law HT. TO BOTTOM, WOMEN ONLY 60 1 GRABBARS — 33' SEE PLANS FOR SIZE, SHAPE 68 MCP HOLDER 60" — HT TO CENTERLINE 1701 COAT HOOK, DOUBLE PRONG 34" — HT. TO CENTERLINE PAINT SCHEDULE WALLS MARK TITLE NORTH SOUTH EAST WEST FLOOR CEILING REMARKS OCCUPANCY CLASSIFICATION MERCANTILE (M) RETAIL BUILDING AREA: PHASE I = 56,829 sf PHASE II= 84,932 sf CONSTRUCTION CLASSIFICATION TYPE (IV) SPRINKLERED BUILDING HEIGHT (23'— �;") roUAIZ9 POW hEE 7ror&IL nr, L-b r&,)T-3 k1 1,4 x 1,4 11II. W,F; 1 5 %z'�' hG�E�EI-� !� 'fo 'vim. GoNhT�1.!GT�D d� A•t' Et�G-•� h To t�tz b�'EJ--�'�" Gr�.f''di �� M f°Lt4N = auMp�T��- F,N4LD.,�uwrz. &,,A1.r-, �Al2T"IAI, F�01L6*)OfZ i:�'LA"11 X 5liALF I/811= 11.4011 G1 6)1 yin &golfw KEYNOTES: 721 EXPANSION JOINT 732 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 P KEY PLAN- N.T.S. a li yR V } k7 H 1 F, i e t f QA fAl t #e 6 { n Ago I/asI •ri di y 1. PRpVQf, fM PKA, i It PA,.� P;ID Z,ZOO L.f. Or TVNA(,4T Vr_11ZNN& WALLS ecWMLk-Tt�V Of G" L V. 18671_ MMAL. STUDS 6 4✓trH Yi' FiRtea� G bPrv/ r" nzm To U49'EKSIm of S'fKLvrufL£ FoR Pc l HK. IA'rp Pt�ON, I'A KEYNOTES: 721 EXPANSION JOINT k 732 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 0 24" O.C. (TYP.) UL DESIGN NO. U435 KEY PLAN. N.T.S. . z W W .j OZ N:) OWC V � W Q j U 1— 0zz a. z uw a O w Z � O w _ o � . a w O cn IL .� O U M Q O O mi W � J J �c z id J m O. a Z 0� 0 -7� w �o in m m a r 3� aco m s < ¢L o N N m N 1A a r FO U = a N z z < W o O _O S N = O O > > > N O U 6 < a a S J Q W m v C7A{ZCi PO/9T' a L i2711... L.00K KEYNOTES: 721 EXPANSION JOINT 732 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 KEY PLAN. N.T.S. . KEYNOTES: 721 EXPANSION JOINT =A 9 t� l 34� U CA T A i:��r r- /0\ L.. f::- L a.� N Yi 5,- Si [E2 �-9a 5"1i CAW PiP,6,7't w:lWNslr4L?f ICE 732 THERE SHALL EXTEND A 4 HR. RATED Wt��L CONSTRUCTION IN CANOPY A ABOVE COVERED WALK. THIS S JE 3ALL 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 �_#Nv*A� IT� y F744vi. Gj6AL.a— I/emu; I I.pII N KEY PLAN, N.T.S. p1I?T"IAL� aGa L KEYNOTES: 721 EXPANSION JOINT 732 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 KEY PLAN. 11, 2 �- a FLEXIBLE VAPOR RETARDER ATTACHED TO TOP OF CURB CF-4 EXPANSION JOINT OOVER PROVIDE 6" WIDE COVER OVER ALL SPLICES OHAMFER EACH SIDE OF CURB M DRAIN INSULATE VOID W/ R-11 BATT l INSULATION } ASTEND AT 8" O.C., (BOTH ;IDES) W/ NEDPRENE WASHERS aIT S STACC.ERID W/ BASE LASHING F.' FENERS AS= AT 8" O.C. (BOTH IDES) ASE FLASHING, COVER TOP F BASE FLASHING WITH APOR REL41WM kw UTLT UP ROOF 1SUTATION r. T. I X, 2EXP. J02- T C 714.2 o Z 0 Ar p=. jp1, d s a a s Z Z,7 Z.7 z.7 Z / 1.7 Z,7 viJ. A 2.7 4.1 Z7 2�7 2.1 4.2 W d�+.1 2,7 Z.7 �J A 2.7 4.I � 2.14.2 G 4.1 G 21 4,2 P� 2.7 4,2 fl'.7 � s S � 7 2.7 hum m ME G 7 a. rr 1 ®ip C 7 4.1 KEYNOTES: 502 STEEL JOIST GIRDER SEE STRUCTURAL DWG. 503 METAL DECK SEE STRUCTURAL DWG. 506 STEEL ANGLE SEE STRUCTURAL DWG. 512 3 5/8" GALV. 18 GA. METAL STUDS @ 24" O.C. 608 2X8 PT. WD. NAILER 612 1/2" CDX PLYWOOD SHEATHING 622 2X12 PT. WD. NAILER 702 BATT INSULATION 703 RIGID INSULATION 7G4 BUILT-UP ROOF 719 GRAVEL STOP 721 EXPANSION JOINT 723 CANT STRIP 901 3/4" STUCCO ON METAL LATH V , V • �I % I� I I r- N v 1 1 v 1-► 1 r I v L. - V` SGAI-a- PAR71A L CIA R-rIAL No�1"H �-VAT'Io� - r✓NA�G I::-L E:VA7 10j- 4 - �;'I4AhG ,.4.. , I hGa�� I i8��- i Loll X PAI2�"IA� NoI2T"I� E�L.5,VA-f"IpNA1-2 rs� S 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 % I� I I r- N v 1 1 v 1-► 1 r I v L. - V` SGAI-a- PAR71A L CIA R-rIAL No�1"H �-VAT'Io� - r✓NA�G I::-L E:VA7 10j- 4 - �;'I4AhG ,.4.. , I hGa�� I i8��- i Loll X PAI2�"IA� NoI2T"I� E�L.5,VA-f"IpNA1-2 rs� S 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 YEMfo, aos _ _ �wNINc�11 rr) pAl2T'IAL. No'�TN �'L��/A�f"li�l--a - �I-�Ahi PNA/�25.. �GAI�F I/fll�� I'-pll , .-r \ %w 1 it Li,w.- v I \ I 1 %-/ I , I I 1 /. \ ,.wof V -6-.1- 5GAL � en 4662UTH VATI Dh—I — I�I�A PAi2TIAL FHAI-2E-o 5 Ix, KEYNOTES: 7E41 403 12" C.M.U. WITH MASONRY REINF. @ 16" O.C. VERT. �3 �h 413 BRICK MASONRY RUNNING BOND Soy 54 �� 41� 415 BRICK MASONRY SOLDIER COURSE jJOG/ -rgmr• 522 ALUM. GUTTER AND, DOWN SPOUT W/STRAPS @ 48" O.C. (TYP.) �21 pjOt{ rJ r (� 714 METAL CAP FLASHING PRIMED AND PAINTED W1 4A 721 EXPANSION JOINT 1 I i I I 802 HM. DOOR - _ - -- - - -1 804 ALUM. STOREFRONT DOOR WITH 1/4" TEMP. GLAZING f - 805 ALUM. STOREFRONT MULLION WITH 1/4" GLAZING - - - 901 3/4" STUCCO ON METAL LATH 1�A1 i�lA1,, ND►21'"I� L,5.VA71 10fN - F�'-iA/vl� . hG/a.l--t=� AwNIN� (tYr)—-I BAST �-, IL, �-,yA1' 1 - FNAg!�,'- I � k —0 poi .� f �i12 N 0 ilk ZtJ3 S ?_02 woa4,� k 514 SQ -121 ! � al a, V qol � Colt .•I {.. 105 �If g 6 a 4 f OL 060 9 lo I -- - - -_ I! 4 a —v �'4 I r WIT: ULT!✓P ;e 1-I61 D,WNIN(j (1^(r?) ` 4.1 4.1 gal alp �Ll �a5 , 8n5 .f�MP ?io4 i �oI 1 �bl 2. 11 2.2 %211.I,o11 2-� 1- U 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. 508 METAL FURRING CHANNEL 511 3 5/8" GALV. 18 GA. METAL STUDS @ 48" O.C. 512 3 5/8" GALV. 18 GA. METAL STUDS @ 24" O.C. 514 8" GALV. 20 GA. METAL STUDS @ 24" O.C. 525 STEEL JOIST EXTENSION 607 2X4 PT. WD. 608 2X8 PT. WD. NAILER 609 4X5 PT. WD. NAILER 611 PT. WD SHIM 612 1/2" CDX PLYWOOD SHEATHING 623 1X2 PT. WD. 701 VAPOR BARRIER 702 BATT INSULATION 703 RIGID INSULATION 704 BUILT—UP ROOF 706 FLASHING 708 SEALANT CONT. 709 CAULKING CONT. 714 METAL CAP FLASHING PRIMED AND PAINTED 721 EXPANSION JOINT 723 CANT STRIP 725 WEEPHOLES @ 24" O.C. (TYP.) 804 ALUM. STOREFRONT DOOR WITH 1/4" TEMP. GLAZING 805 ALUM. STOREFRONT MULLION WITH 1/4" GLAZING 807 ALUM. THRESHOLD 901 3/4" STUCCO ON METAL LATH 903 1/2" GYPSUM DRYWALL 904 5/8" EXTERIOR GYPSUM DRYWALL 905 ACOUSTICAL CEILING ON SUSPENDED SYSTEM 919 ALUM. SOFFIT 924 DRIP SCREED 0 R 4 y� -, �A 12T I A L 50UT H IRAI2TIA L 50 LJTHL..VAT 4&A ..E I /e>n^ 11. 71 pAIZT I A L 1.-UUTH 1�4.1,�,VA'I00I419H ?HAj6� -'T, KEYNOTES: 413 BRICK MASONRY RUNNING BOND 415 BRICK MASONRY SOLDIER COURSE 522 ALUM. GUTTER AND DOWN SPOUT W/STRAPS @ 48" O.C. (TYP.) 714 METAL CAP FLASHING PRIMED AND PAINTED. 721 EXPANSION JOINT 802 HM. DOOR 901 3/4" STUCCO ON METAL LATH WALL of dpo6iALV- I bGo CVkJJ.V EACH hI - uP . "ra' uNc�E"apL.�ID��FI7C�C- LIL, 't'YP.'i'�nIAN-i- I7�N1iZ11�ly '' MEtat- �tut7� at �q" o-c. W/ 4,10E Ut"Yo 11Nb6K �ilvl: or g bia�IK (1 µg-KA'+so) . ��i' i�12�• V�KI�� 4.2 �aL I Vie "'0-1' 0' 2� 4.2 �i l,� %Z�l I-011 = 2 f 4.2 4.2 IK -131 it f 11 424.2 �iaai_ 1/20�1I�'11 I aA2 I KEYNOTES: 201 EARTH 202 COMPACTED FILL 203 ASPHALT PAVING 301 4" CONCRETE SLAB 305 CONCRETE STRIP FOOTER SEE STRUCTURAL DWG. 401 4" C.M.U. 402 8" C.M.U. WITH MASONRY REINF. @ 16" O.C. 403 12" C.M.U. WITH MASONRY REINF. @ 16" O.C. VERT. 413 BRICK MASONRY RUNNING BOND 415 BRICK MASONRY SOLDIER COURSE 419 8" CONCRETE FILLED LINTLE WITH 145 BAR CONT. 421 8" CONCRETE KNOCK -OUT BLOCK WITH REINFORCING, SEE STRUCTURAL DWG. 501 STEEL JOIST SEE STRUCTURAL DWG. 502 STEEL JOIST GIRDER SEE STRUCTURAL DWG. 503 METAL DECK SEE STRUCTURAL DWG. 506 STEEL ANGLE SEE STRUCTURAL DWG. 508 METAL FURRING CHANNEL 511 3 518" GALV. 18 GA. METAL STUDS @ 48" O.C. 512 3 5/8" GALV. 18 GA. METAL STUDS @ 24" O.C. 514 8" GALV. 20 GA. METAL STUDS @ 24" O.C. 516 STEEL PLATE SET IN CONC. SEE STRUCTURAL DWG. 522 ALUM. GUTTER AND DOWN SPOUT W/STRAPS @ 48" O.C. (TYP.) 524 STEEL PLATE SEE STRUCTURAL DWG. 525 STEEL JOIST EXTENSION 528 6" "J" ANCHOR BOLT SET IN CONCRETE @ 48" O.C. (TYP.) 608 2X8 PT. WD. NAILER 609 4X5 PT. WD. NAILER 612 1/2" CDX PLYWOOD SHEATHING 622 2X12 PT. WD. NAILER 701 VAPOR BARRIER 702 BATT INSULATION 703 RIGID INSULATION 704 BUILT-UP ROOF 706 FLASHING 708 SEALANT CONT. 714 METAL CAP FLASHING PRIMED AND PAINTED 716 METAL FLASHING 719 GRAVEL STOP 721 EXPANSION JOINT 723 CANT STRIP 725 WEEPHOLES @ 24" O.C. (TYP.) 731 LOOSE FILL INSULATION 802 HM. DOOR 807 ALUM. THRESHOLD 901 3/4" STUCCO ON METAL LATH 903 1/2" GYPSUM DRYWALL 905 ACOUSTICAL CEILING ON SUSPENDED SYSTEM 924 DRIP SCREED - --- , E3 703 I I [�T!� 3 -------------- u e co V�m.j� mo co i <, a 4 < Q {II i � I { I t I I i Er v n ti Q r n <> w o 0 0 z s U Ld fl� o a > > Q W W > W _ t r 12° �+ G° . 14 FI f�g PF,T1-\I L '!F 13 F15?5 lf�"AI L, i 1 61 VILK �w'Iv 0 .Isdl' rs , ISO I 41 _ Q N 15131 KEYNOTES: 219 12" DIA. P.V.C. PIPE BOLLARD FILLED WITH CONCRETE 312 CONCRETE FILLED CELL 402 8" C.M.U. WITH MASONRY REINF. @ 16" O.C. VERT. 403 12" C.M.U. WITH MASONRY REINF. @ 16" O.C. VERT. 413 BRICK MASONRY RUNNING BOND 415 BRICK MASONRY SOLDIER COURSE 418 SOLID CORNER BRICK 508 METAL FURRING CHANNEL 510 2" GALV. 18 GA. METAL STUDS @ 16" O.C. 513 6" GALV. 18 GA. METAL STUDS @ 24" O.C. 512 3 5/8" GALV. 18 GA. METAL STUDS @ 24" O.C. 520 STEEL PIPE COLUMN SEE STRUCTURAL DWG. 611 PT. WD. SHIM 709 CAULKING CONT. 711 BACKER ROD AND SEALANT 731 LOOSE FILL INSULATION 805 ALUM. STOREFRONT MULLION WITH 1/4" GLAZING 901 3/4" STUCCO ON METAL LATH 903 1/2" GYPSUM DRYWALL 907 CORNER BEAD 923 "S" BEAD 925 1/2" FIRECODE "C" GYPSUM DRYWALL r&JArw.D 191r IN efal46 n .. h !. k �_ i W F' F a. C ti FOUNDATION PLAN NOTES N-1 TYPICAL SAWCUT CONSTRUCTION JOINOTS N-2 4" CONCRETE SLAB -ON -GRADE WITH X 6 WI, 4 X WI,4 N-3 EDGE OF CONCRETE SLAB, N-4 CENTERLINE 8" CMU WALL, N-5 CENTERLINE PIPE OR TUBE COLUMN, N-6 TOP OF FOOTING ELEVATIONS ARE 1'-4" BELOW FINISH FLOOR, U,O,N, (X'X) DENOTES TOP OF FOOTING ELEVATION FOR THOSE FOOTING WHICH ARE NOT TYPICAL. N-7 BUILDING ORIENTATION DIFFERS FROM ARCHITECTURAL PLANS. N-8 SEE INDIVIDUAL FOOTING DETAILS FOR REINFORCING BARS AND PLACEMENT, ALL FOOTINGS ARE 12" THICK. FORM AND FOUR IN -ONE CONTINUOUS MASS. U,N.O, N-9 A,B,C,D,E, DENOTE TYPE OF FOOTING, SEE FOOTING SCHEDULE ON SHEET N-10 MATCH LINE LOCATION DIFFERS FROM ARCHITECTURAL PLANS, N-11 SEE ARCHITECTURAL PLANS FOR DETAILS RELATING TO WATERPROOFING WALLS RETAINING PLANTER FILL, N-12 5" DIAMETER STRUCTURAL STANDARD PIPE COLUMN, TYPICAL INSIDE COLUMN U,N,O, N-13 5" DIAMETER STRUCTURAL EXTRA STRONG PIPE COLUMN, N-14 4" DIAMETER STRUCTURAL STANDARD PIPE COLUMN, TYPICAL STOREFRONT COLUMN U,N,O, N-15 THICKENED SLAB EDGE. SEE DETAIL 5 ON SHEET S-4 N-16 OUTSIDE EDGE OF C,M,U, N-17 TS 4 X 4 X 3/8 STRUCTURAL STEEL TUBE COLUMN, N-18 THICKENED SLAB EDGE TYPICAL AT DOOR LOCATIONS, SEE DETAIL 5 ON SHT,4, N-19 CENTERLINE 12" CMU WALL, N-20 EXPANSION JOINT ON SLAB ON GRADE, SEE DETAIL 11 ON SHT, 4, N-21 AS AN ALTERNATIVE, SAW CUT CONTROL JOINTS COULD BE REPLACED BY KEYED JOINTS, ( SEE DETAIL 6 ON SHEET S-4 ) ALONG COLUMN LINES 2 THRU 59, ----- ---- --- — — ------ -- --- ----- ---- ----- --- — ---- -- ---- --- ----- ------------------------- O N 6� IF 1 B 6 r -I r, B r B 7 r P� l r B 7 r 15 i r r r 5 r r 8 r, B r B r 8 I r r 1 r 5 I r B 1 r I'3 B r \\ r^ Z ADa - L ! L f J L J L e J L_ _ L J L e J L o J L J L c J L 6 J L e J L J Lt-1 L J L 9 J L ro a J L J L J L J \/y� J \M1. J ' J \ 1 �J 0 .Q�f�7'— O _ 2 ti! 13 r A r- A r A r 1-A r L A A r r r J L J .\ �� r= i J/ L A r J L JA A r J L A A __LA J L r J L r J L A J LIJ _A _1_ L A r- J L A -, r J L A -r-A J L r J L A -i r J (� L' A A r J /}� {_ ^- J • �, �h V 1 2 N� m 34cl D jF� E E E ---- E ---- �_ E ---- E -- E ---- -- E -- -r E _ - -� - E - - E ----/ E - -- --r� E ---- --- r E r - -�- -- E ---- E' r - - E -- - - - ------ Ham_' Cc -- L _ i� r L i�l L b L' rW J LI -IC r �C ti r J L JJ r -1 I L rtl 1 r �G�- L J L,_,_IJ r / L G I i� r / i i L J L�J� -Ir 1 G q� J L} 1 r r-� r I p L J �- t�JG I J T L 1 r �C d' Ib Q O c: L I h rLJC L•s.,�C N tcn ,� �\ 3 0 �c O 21-8 --3 4 21 8 �.3 1J-ICo I- -� SIM. S 4 N ICD U ICo i 2I_8 21=8 ifir 21.8 1 t 3 4 2Ln 2" 8 21' 8 N ICE 2 4 W ICiL o 25' O 25-0 25'-O 25 O 25' _O 25 O t\I ICo _5 O 25' O 25' O 25'O S_4 25 O 25'0 25' O 25'-O _25' O __ 25' 4 25' O 25_O 25'-0 25-D 31 Qi 'i � 1 �I SCALE: • -. ,. As an alternative, joist girders could be replaced by steel beams as follows: Along column line 'These beams have been designed as continuous beams. U.O.N should be done as follows: Case I: Typical 25' bays Chcar c�(iijcc Splicing of beams DRAW3NG IS UED DATE} PURPOSE, Theme cravings— shall be used only 1co the purpcee lctF ru ed at tine of pi inting, as indicated above. Drawings are issued for only one of them. purposes: COORDINATION ' OWNER REVIEW PERMITTING BIDDING ! CONSTRUCTION -it " inese cravings for any r_-vzse oir,er than that intended shall be at the aisle risk of the user. A S�TEPHEEN WM(Tl HOUSE ENGINEERS, hNC. RECORD OF INTE—RgNAL. DRAWING REVIEW X COMP 1)i- .. 1—DATE f 046R DATE CORK DATE 30 (( T. H. Iz .N1 _00 ._.roc v v11. -+I. b ¢1l4 s 1 and 21 1 and 21 28 and 32 28 and 32 32 and 40 32 and 40 40 and 46 40 and 46 50 and 60 50 and 59 21 and 25 21 and 25 46 and 47 46 and 47 48 and 50 48 and 50 Beam extending from intersection of 25 and D. to 12" CMU wall w18 x 35 (simply supported) Beam along column line B and extending to12".CMU .wall w18 x 35 (see case 11 below) Beam along column line Cand' extending to 12" CMU wall w18 x 40 (see case II below) ROOF FRAMING PLAN NOTES N-1 HORIZONTAL BRIDGING SPACING IN EACH BUY IS DIVIDED INTO EQUAL SPACES BETWEEN BAR JOIST BEARING. SEE DETAIL 13 SHT. S-5, N-2 TOP OF JOIST ELEVATION A.F.F. IS SHOWN THUS AS XX'-XX w N-3 SEE SHEET 6 FOR BEAM SCHEDULE. N-4 ---- N-5 L3 X 3 X 1/4 TO CARRY ROOF DECK, WELD TO TOP OF BAR JOIST OR EXP. BOLT TO THE WALL. N-6 BAR JOIST 22 K7 AT 5'-0. O.C. (U.O,N,). TYPICAL BETWEEN COLUMN LINES 1 AND 21; 28 AND 32; 32 AND 46; 50 AND 60, N-7 BAR UOIST 12 K1 AT 7-0. O.C. -Fu,O,N.) TYPICAL BETWEEN 1 AND 21; 50 AND 58, N-8 BAR JOIST 16 K2- AT 5'-0. O.C. (U.O.N,) TYPICAL BETWEEN 28 AND 32; 40 AND 46, N-9 BAR JOIST 20-K5 AT-5'-0 O.C. (U.O.N.) TYPICAL BETWEEN 28 AND 32; 40 AND 46, N-10 JOIST GIRDER BEARS ON BLOCK WALL. SEE DETAIL 12 SHEET S-5. N-11 BAR JOIST SUBSTITUTE 2 1/2" DEEP AS OUTRIGGER AT 5'-0, O.C. N-12 TYPE "S" BEAM SPLICE. REFER TO DETAIL 15 SHEET 5. N-13 ROOF DECK SLOPES 1/4 IN. PER FOOT IN DIRECTION SHOWN. N-14 ROOF EXPANSION JOINT. SEE DETAIL 19 ON SHEET S-5, N-15 JOIST GIRDER 28 G5N7,4K. 1 ALONG D AND BETWEEN 1 AND 21. 2 ALONG 7 AND BETWEEN 32 AND-40. 3 ALONG .CC AND BETWEEN 32 AND 4-0. rl ANLON6 D AND BETWEEN70 AND--60, N-16 'JOIST GIRDER 28G5N5.6K. 1 ALONG A AND BETWEEN 1 AND 21. 7 ALONG 7 AND BETWEEN 50 AND-59. N-17 JOIST GIRDER 28G5N6.OK 1 ALONG B AND BETWEEN 28 AND 32. 2-ALONG R AND BETWEEN 40 AND 46. N-18 JOIST GIRDER 28G5N6,9K, i �.. i i • • N-19'JOIST GIRDER 32G6N6.9K. N-20 JOIST GIRDER 32G6N6,OK. N-21 BAR JOIST EXTENDED ENDS. N-22BAR JOIST SUBSTITUTE 2 1/2 " DEEP. N-23 JOIST GIRDER 32G6N5.6K. N-24 JOIST GIRDER 32G6N7.4K. N-25 CENTERLINE STRUCTURAL STEEL BEAM. N-26 ROOF EXPANSION JOINT. SEE DETAIL 13 ON SHEET S-5 N-27 Top of 12" CMU WALL AT 21'-4 A.F.F-.— N-28 STEEL BEAM BEARS ON CMU WALL. SEE DETAIL 14 ON SHEET S-5 . N-29 ROOF EXPANSION JOINT. SEE DETAIL 3 ON SHEET 5-5 . N-30 3" DI•AMETER PIPE COLUMN SUPPORTED BY BEAM BELOW AND SUPPORTING BEAM ABOVE. N-31 3" DIAMETER PIPE COLUMN SUPPORTED BY BEAM ABOVE AND SUPPORTING BEAM BELOW. N=32 REFER TO ARCH. AND MECH. PLANS FOR SIZE, WEIGHT, AND LOCATION OF MECH. UNITS, N-33 CENTERLINE OF PIPE OR TUBE COL. .N-�4 CENTERLINE OF C.M.U. WALL. N-35 OUTSIDE EDGE OF C,M.U. WALL. N-36 C,M,U. EXP. JOINT SEE DETAIL 24 ON SHT, S-5. N-37 METAL ROOF DECK 1 1/2" DEEP. N-38 Top OF WALL SLOPES, N-39 BAR JOIST TOP CHORD EXTENDED ENDS. SUPPORTED BY C.M,U, WALL OR STEEL BEAM, N-40 JOIST GIRDER 32G6N4.6K. N-4'1 TOP OF BLOCK WALL STEPS oY million inisionom " I IN ONO MA 110foDAM OWN IN wai milli P190 NMI, owns al MEN MOMMIMA mom � W U- N-7 I.I- co �C9 w 4q 50 41i 3/4- - --- 32- '- 4 E p $LO h' U- 7 - O 5'-0 5-0 5'O 5-0 5-0 "50 5'-0 co E�G. 5F. O i ROOF FRAMING PLAN NOTES N-1 HORIZONTAL BRIDGING SPACING IN EACH BUY IS DIVIDED INTO N-16 JOIST GIRDER 28G5N5,6K, EQUAL SPACES 1 ALONG A AND BETWEEN 1 AND 21, N-33 CENTERLINE OF PIPE OR TUBE COL.' BETWEEN BAR JOIST BEARING, SEE DETAIL 13 SHT, S-5, ALONG S AND BETWEEN �O AND�9.. N-34 CENTERLINE OF C,M,U. WALL. N-2 TOP OF JOIST ELEVATION A.F.F. IS SHOWN THUS AS XX'-XX _ — N-34 OUTSIDE EDGE OF C.M.U. WALL, N-3 SEE SHEET 6 FOR BEAM SCHEDULE, - N 17 JOIST GIRDER 28G5N6,OK N-36 C.M,U. EXP. JOINT , SEE DETAIL 24 ON SHT. S-5. N-4 ---- ALONG B AND BETWEEN 28 AND 32: N-37 METAL ROOF DECK 1 112" DEEP. N-5 L3 X 3 X 1/4 TO CARRY ROOF DECK, WELD TO TOP OF BAR IT ALONG S AND BETWEEN rD AND 46. N-38 TOP OF WALL SLOPES, JOIST OR EXP, BOLT TO THE WALL, 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 7-0, o,C. TU.O.N.) TYPICAL BETWEEN 2 ALONG _C AND BETWEEN rD AND 4B, N-42 CENTERLINE TO CENTERLINE OF STEEL BEAM DIMENSION, 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 20-K5 AT7'-O O.C. (U,O.N,) TYPICAL BETWEEN f N-21 BAR JOIST EXTENDED ENDS. N-45 JOtST GIRDER 36G6N5,6K AND 32; 40 AND 46. N-22 BAR JOIST SUBSTITUTE 2 112 DEEP, N-46 JOIST GIRDER 36G6N7,4K N-10 MOIST GIRDER BEARS ON BLOCK WALL. SEE DETAIL 12 SHEET N-23 JOIST GIRDER 32G6N5.6K. N-47 JOIST GIRDER 20G4N7.4K S-5. N-2 JOIST GIRDER N-48 EXTEND W24 STEEL BEAM TO 2" FROM OUTSIDE EDGE OF C,M,U, THIS BEAM SUPPORTS N-11 BAR JOIST SUBSTITUTE• 2 112" DEEP AS OUTRIGGER .AT 5,'-0 „ N-25 CENTERLINE STRUCTURAL STEEL STEEL BEAM, i W21 STEEL BEAM, O.C. N-26 ROOF EXPANSION JOINT, SEE DETAIL 113_ 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-28 OF 12 WALL T 21 - N-50 STEEL BEAM IS SUPPORTED BY C,M,U, PIER, `..r•.A,.�" N-13 ROOF DECK SLOPES 1/4 IN, PER FOOT IN DIRECTION SHOWN.,, N-28 BEARS STEEL BEAM BEARS ON CMU WALL. STEEL 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 S 5 N-15 JOIST GIRDER 28 G5N7.4K, N-3O 3" DIAMETER PIPE COLUMN SUPPORTED BY BEAM BELOW AND SUPPORTING BEAM - 1 ALONG D AND BETWEEN 1 AND 21, ABOVE, 2 ALONG S AND BETWEEN 32 AND-IO, N-31 3" DIAMETER PIPE COLUMN SUPPORTED BY BEAM ABOVE AND SUPPORTING BEAM 3 ALONG C AND BETWEEN 32 AND rD: - BELOW, ANLONG D AND BETWEEN-50 AND-60* N-32 REFER TO ARCH, AND MECH. PLANS FOR SIZE, WEIGHT, AND LOCATION OF MECH..' UNITS. CC W Q I F 7 N = I7 t0 m ,,... mw Q M a awlr,� I� uE® DATE PURPOSE C 2Dt&I ATiC)N1 4111159 Gnu T�Ih�h7(;on e, � n < Z W WC O 1- N = a O 3 = W N 0 T N 2 0 fIl _N 0 !A ��..-m. w G U a < G 5 6 a ui 0 co Those drawings ■hell be used only for the purpose intended at ties of printing, as S 0 W N indicated above. Dr<vings are issued for only F- W one of these purposes, COORDINATION _ - O OWNER REVIEW 2 PERMITTING Z BIDDING 2CONSTRUCTION L of these drawinge for any purpose other WWe then that intended •hall be at the sole risk 0) L of the user. SET NO - STEPHEN WFIfTEHOUSE ENdNEERS INC. RECORD OF INTERNAL DRAWINGREVIEW SHEST % COMP. Dl.M. DATE EPKifi. DATE CORR. DATE ISO rJ.�.M. 3`Z T t4 3In k.M. 3,' /& r. 4 � k-M— 0 F ��. 100 .V-___._..� _ a DEL'' 2-JYP. COI. F 01 NOTE: PROVIDE A KEYED JOINT WHERE A CONTINUOUS CONCRETE ELEMENT IS CONSTRUCTED IN PARTS, USE THIS DETAIL FOR A CONSTRUCTION JOINT WHERE REQ'D, UNLESS NOTED OTHERWISE, EXTEND REINFORCEMENT THE MINIMUM LAP DIMENSION INTO THE NEW CONCRETE POUR. I n TYP. KEYED JOINT i ,•` t b I CIE- -N ;� . � • . � ' ` OOTING PLAN Tr d z Sawed joint shall be sawcut within 12 hours of conc. placement. 4 S TION W-4 THRU SAWCUT JOINT 1�1►'Ti/R� J `4 f FOOTING SCHEDULE MARK L. W D REINF EA WAY REMARKS A 4'-& 4'-co I' O 4#513A� 5`.(. ,:�� 4:95 bAIZS r(�SP 3#5ALONC1 LENCITH 445ALONC, WIDTH 13 4'-0 4=0 1 '0 C `Co 3'0 1'0 SEE 6/6-4 D 5-0 5 0 1 '0 5-f5 BAPS E0.5P SEE 7/5 -4 E 8'0 3'0 1 1-0 4#5AL0VC18'-Q 7#5ALOKICI 3'-0 F — 2 O (IO #513AIZ@48'0.C. 3#5 BAKS CONT. CONT FOOTING i G — 3'-0 1'- 0 # 5 6AIZ@ 48 O-C. 30 5 5AIZS GOUT. COMT FOOTI NCB H Co'-03'0 1�0 4#5ALONc,Co'-O 545 ALONG 3'-0 _ --2-G- _ � 2/C° — r-7---�DETAIL S + AT TYP. CORNER FOOTING 2 DETAIL -4 AT TYP. PIER FOOTING -1 m a�raaaaaaaa� ass AWDETAIL N-3 11 N N - 2) 22.5' an DETAIL SECTION THRU PIER AT CHANGE OF ROOF ELEV. 3 SECTION 5-4 AT ROOF EXP. JOINT J_T BEAM SEARING ON C.M.U. WALL N-2 N- N- 'T�7THRU EXP. JOINT AT WALL 13 SECTION MOTES N-1 POINT OF ROTATION FOR BUILDING'S CHANGE OF DIRECTION, N-2 8" C.M.U. N-3 CENTER OF FOOTING, N-4 CENTERLINE OF WALL AND PIPE COL, N-5 CENTERLINE OF BEAM, N-6 12" C,M,U, N-7 EXP, JOINT MATERIAL, N-8 JOINT SEALANT, N-9 BACKER ROD. N-10 SLAB ON GRADE, N-11 CENTERLINE OF BAR JOIST, N-12 STEEL BEAM, N-13 4" 0 STD, PIPE COL, N-14 PLATE 3/4 x 11 5/8 x 2'-0 w/4 - 3/4" 0 x 6 H.S,A, N-15 1" NOW —SHRINK GROUT, N-16 FtLL ALL CELLS WITH CONCRETE, N-17 #5 BARS. N-18 3/4" 0 BOLT ON BOTH SIDES OF BEAM WEB, N-19 BAR JOIST, N-20 CONT, L 6 x 4 x 3/8, N-21 JOIST GIRDER, N-22 3/8" PLATE STIFFENER (BOTH SIDES), C� N-23 CENTERLINE OF WALL, LL1 N-24 PLATE 3/4 x 6 1/2 x 1'-4 w/z - 3/4110 x 8 H,S,A, I— N-25 FILL EACH OF THREE VERTICAL CELLS UNDER BEAM z SUPPORT W/CONC, AND #5 BARS, EXTEND BARS Ld TO FOOTING, N-26 CUT BLOCK AS REQUIRED, N-27 3/8" X 4" PLATE STIFFENER, N-28 4 - 3/4" 0 BOLTS, N-29 PIPE COL, W N-30 2" HIGH STRENGTH NON —SHRINK GROUT. --i N731 W.W.F. SEE PLAN, I— N-32 USE TWO LAYERS #15 FELT BOND BREAKER, N-33 PLATE 3/4 x 12 x 1-0. ® I— N-34 (4) 3/4" 0 A 36 ANCHOR BOLTS w/3" HOOK, N-35 PIPE COL, SHOWN SIZE VARIES (SEE PLAN) U) :`) N-36 FINAL POUR, II: O N-37 FINISH FLOOR, N-38 SEE PLAN, N-39 N-40 9" MIN, 3" N-41 SEE SCHEDULE FOR BARS E.W. EQ, SPACES, � � N-42 FILL DIRT, N-43 CENTERLINE OF COL, Q N-44 3" CLEAR, F LL N-45 SAWCUT JOINTS IN CONC, SLAB, U F� N-46 SEE SCHEDULE FOR DIMENSION, W Z N-47 HORIZONTAL JOINT REINF, a ALTERNATE COURSES, Q Q < N-48 2'-0 MIN, SPLICE LENGTH, N-49 #5 DOWELS @ 4-0 o,c. a N-50 VAPOR BARRIER, N-51 #5 BAR a 4'-0 O.C. IN FILLED CELLS, CL N-52 #4 BARS a 2'-0 O.C. Ir N-53 3 #4 BARS CONT, N-54 2 #5 BARS CONT. N-55 3/4 11 FOR SLAB. U N-56 1 112" FOR FOOTING, N-57 1 1/2" FOR SLAB OR 3 112" FOR FOOTING. N-58 #4 DOWELS x 2'-0 9 2'-0 o,c. Z N-59 BEVEL EDGE, LL N-60 CONC, FTG, OR SLAB, N-61 COLD JOINT, N-62 BRICK, N-63 PLATE 3/4 x 8 x 0'-8. N-64 PLATE 3/4 x 5 x 0'-8, --I N-65 3/4" 0 BOLTS a 24" O.C. PROVIDE SLOTTED HOLES AT ANGLE U FINGER TIGHTEN NUT AND TACK WELD, > N-66 1/4"x3 1/2"X CONT, STEEL PLATE, W N-67 ROOF DECK WELDED TO PLATE, N-68 L4x4xl/4" DECK ANGLE, ATTACH TO C,M,U, WALL W/ 3/4" 0 x4" EXP, BOLTS is 48" O.C. —J W 2 C/) W U 0 N co f` " CC It W W W W W ? `- Z Z W W W N Q W o F 5 2a Fes- Z g 'D'> QW CL << FC ; Eo ;J = ]3 Z o Nw ¢ W 2a co ma DATE (DCr L) m i u> > x c, 9 Fe z N V1 ti Q W I N U` U 1! Q �G 6 W I W 'dt ar w Yhe„a drasincls ahsi.+ W usa.9 cnl.y for the O co To purrx se intandad st ties of erinting, as N indwcated above Drevinas see lsaued for only ,--t7 one of these C. p sea; OWNER REVIEV Z PERMITTING W U,• BIDDING .,.,pp3 Z:LLi CCNSTRLCTIDN y 11. Cr ilea cf three drasir,98 for any purpose other W w .F- -.i then, that interded shall be at the scle risk in U ____L sf the user. SET NO STEPHEN WHITENOU3E ENGMIEERs INCH, RECORD OF INTERNAL DRAWING REVIEW SHEET 9C LI✓l. E M. D. E C 33 k4. s �.L.n� 411 OF ;« 4T. /1 go!► ► •� CD' 8 3/8 11 O /2 3 8 a 2 �— v—� /z4 N-2 4 g„ 3�¢ " SECTION NOTES 34 IJ 33 N 32 ti 31 Lt 75 i I �2 N 441 N-1 L3 x 3 x 1/4 x CONT, N-) j Y4 4 -- N-2 METAL DECK, I fJ-I Ca _ _ -� N 3 CENTERLINE OF R E 3 ST OR FRONT BEAM. _ (-- N-4 BAR JOIST EXTENDED TOP CHORD, j N-5 STEEL BEAM, N-3 25 I% N-6 8" X 20 GAGE METAL STUDS a 24" O,C, N-23 I KI22 N-7 3 5/8 X 18 GAGE METAL STUDS a 24" O,C, j ��2 �g 3@12 0 01 r I _ - I ,cA� • lil Ii o I N-8 COMENTIONSREFFERSGTOCSECTION CUT 2/S-5, N 9 D I I ° _ o N23 N-10 DIMENTION REFERS TO SECTION CUT 1/S-5 N-11 PIPE -- N. U-5 _--- N-12 PLATE C3/4Mx 8 X 1'-2, _ N-Cp i i I fJ8 —� I -- -__- N-13 PLATE 3/4 x 8 x 0'-11 1/2,JEW I j N-14 PLATE 3/4 x 8 x 0'-8. II ! ' N-15 2-3/4 0 H.S. BOLTS. PROVIDE 2" SLOTTED HOLES ON BEARING PLATE, FINGER TIGHTEN NUTS AND TACK WELD, o I - APPLY COAT OF HEAVY GREASE ON BEARING PLATE, i 1 u"7 ° v tJ102 N-16 JOIST GIRDER, N 35 m_22 N-17 2 1/2 JOIST SUBSTITUTE AS OUTRIGGER a 5'-0 O,C, - N-18 PLATE 112 x 4 x 0'-8 w/2- 112 0 x 6 H,S,A, j I - N-19 8 X 16 BOND BEAM W/2 #5 BARS IN KNOCK OUTBLOCK N-20 CUT BLOCK AS REQUIRED, N-21 3/8" PLATE STIFFENER (BOTH SIDES) cc - - 1 u"41 y — 43 N-22 PLATE 3/4 x 11 5/8 x 1'-4 w/2 - 1/2" 0 x 12" H,S,A, IS`'/S- N-24 PLATE N3/4RXN12GX01'-0, F- f_ _2_ ECTION 7 DETAIL f� TYP.GIBEARING I DETAIL N-25 PLATE 3/4 x 8 x 1'-0, Z 2 2 S E C TI O N N-26 3/4" PLATE STIFFENER (SEE DETAIL BELOW), LU N 99 5 ----- — _ S 5 BEAMS AT TUBE COL. N-27 3/4" O BOLTS, U ti 5 S 5 S 5 TYP, BEAM SUPPORT AT PIER ON C.M.U. ALL S 5 THRU CANOPY BEAM SUPPORT N-28 PLATE 3/8 X 9 X 0'-10 (HIGH), BOTH SIDES, _a -- - -_-- —""- - N-29 BEAM TOP FLANGE BEYOND, N-30 STIFFENER PLATES, W N-31 CENTERLINE OF STEEL BEAM (BEAM NOT SHOWN FOR CLARITY) SLOPES-ICo W 38 N-32 2 #5 BARS, I u 79 u-Z N-33 CONCRETE FILL EVERY CELL, _ �„ N-34 #5 BAR IN CORNER CELL, > 6' ly - , N-35 CENTER LINE OF PIER, O - 9-1- N-36 OUTSIDE EDGE OF CMU (BELOW), Z N-37 12" BLOCK, C N-38 #5 BAR EXTEND INTO FOOTING, Iz O N-14 I i� N-47 N-39 CENTERLINE OF STEEL BEAM, LLI N-41O SEEHARCHE METAL STUDS (BEYOND), � I O! r---� I N-42 EDGE OF 12" CMU, �� (" /4 1 I I / �`� N-43 EDGE OF CMU ON BOTTOM PORTION OF PIER, ~ 0 {tip U 15 N'3a - I N-14- 23 DETAIL N-46 SASH CON. BLOCK 0 CON I ROL JOINT FOR CMU WALL - CH FINISH N 47 RAPID POLY JOINT MATERIAL, N 48 EXP. JOINT IN AR N 49 CONCRETE BLOCK. V � F• %4 _ _ U-II � ,, • ' I �' I EJ-48 N-51O BOINTRSEADANT. Q � � �122 N-52 EXTERIOR SIDE OF WALL, Q ---- N IZ s _ I �j N-53 WT 5 X 11 (OFFSET TO CENTER BEAM). CL u-78 N-54 L5 x 112 x 5, i t\I7 I.l-�7 I N-55 (2) 3/4 0 BOLTS w/2" SLOTTED HOLES ON BEAM. d - - - �_13 �-� (1 TO EITHER SIDE OF CENTERLINE OF BOLT), FINGER � TIGHTEN NUT AND TACK WELD, © I y4 N-56TS4x4, 1 1.1.31 u-33 1�1.3C0 N-57 CMU EXPANSION JOINT, U II I �_51 N-58 BEARING PLATE. I8 DETAIL N-59 CENTERLINE OF BAR JOIST. �� N-60 CMU WALL. Z /r SECTION TYP° �a OSS— -BRIDGING S-5 BEAM AT PIPE COL. (END) N-61 DECK ANGLE. L .. ., . _" - • L o l DETAIL 2¢ DETAIL N-62 METAL PLATE, �3 N-63 DO NOT WELD DECK To 3 X DECK ANGLE ALONG �-cj HRU ROOF STEP AND EXP. JOINT S-5 TYP. BEAM SUPPORT' AT CORNER PIER AT WALL 5 5 EXP. JOINT ON CMII WALL 0 -- THIS LENGTH, I N-64 EXP, JOINT ANGLES, Kj 5" 5" Co? N'88 N $9 -` N-66 BARTJOIST.X 11 5/8 X 1'-0 W/2 - 3/4" 0 X H.S.A. W t N-67 CENTERLINE OF PIPE COL, & B,J, > j N t7 N-68 3 1/2 x 3 1/2 GAGE 3/4" 0 H.S. BOLTS, aLl \N F- tJ 40 „ -- N-69 PLATE 3/4 x 9 x 1-4, 2 I I u-I N-70 PLATE 112 x 6 x 0'-6. N I I N-71 BAR JOIST TOP CHORD, .I I!o N-72 BAR JOIST BOTTOM CHORD, Kl 7 LQpE� 3/ 2.1 t----- N55 N-73 L1 1/4 X 1 1/4 X 8 EACH SIDE AT ALTERNATE F LLl I - ® _ _ IJ•9I I JOIST LOCATIONS, 2 (j N - ----- ---- - ---------- I - N Coro N-74 #5 BAR AT 4'-0 o,c. m I N-75 PLATE 1 1/4 x 8 x 1'-4 w/ 3/4" O x 6 H.S.A. U cc 3 N-76 FILL SOLID FOR 3'-4 AT X-BRIDGE LOCATION, NCO U N 12 I IV2• N-77 L2 X 2 X 1/4 X JOIST DEPTH w/2 - 3/4" 0 EXP. BOLTS, N-78 SIZE PER S,J,I REQUIREMENTS, o r I u 93 LI I" IY2� N 5 N-79 L3 X 3 X 1/4 W/3/4" 0 X 4" EXPL BOLTS. CENTERED, N-18 TACK =I I I/2• N-80 FILL CELLS W/#5 BAR AND CONC, FOR 4'-0 WIDTH, Q R Li"�� %4 I I N-81 3/8" PLATE (MIN.) EACH SIDE, O THIS DIMENSION SHALL BE 3 Z 12 I I ` N-82 3/4" 0 A 325 BOLTS, s W fJ 19 i AT LEAST 1/2 THE "T" �� I I N 53 N-83 VARIES 3" SPCG, TYP. W zMEN �ry 4 i I 5�G VALUE OF BEAM, I I N-84 4 - 3/4" 0 BOLTS, ? - i I - ® SELECT RISC BOLTED ( 1 N-85 CENTERLINE OF PIPE COL, z W _ I CONNECTION FROM TABLE j 2-IZ I W i I II, AISC P, 4-13, I(o USCD I N-55 N-86 TUBE Co uIW Wo ; I t N-87 3- 3/4 O BOLTS E.S. H Z� N-54 N-88 PUNCH ANGLE LEGS FOR BLOCKING BOLTS, zoo > 1 U I4 `I N-89 2' CLEAR, W s as N-90 3/�+" 0 A 325 BOLTS IN SLOTTED HOLES a 2'-0 O,C, F � v~ � c ,I (o" WELD AFTER ROOF J S - (FINGER TIGHTEN BEFORE TACK WELD), 33 z o 5 Igo 5 p p DEAD LOAD IS IM PLACE l¢ � V4 N-91 L 6 x 4 x 3 /8 to 4 SECTION g TYP GIRDER TO COLUMN 14 SECTION(aHSECTION - NN-93 CUT DECK AROUND HOLES, z= Wa ROOE EXPANSION JOINT 25 SECTION N-93 CONT. PLATE 3/8" X 12", pW z N� �J-5 BEAM ATTACHMENT TO SIDE N-94 SIZE AND LOCATION OF ROOF OPENING, REFER TO V o o S"rJ THRU SIDE OF BLDG. S"5 S 5 BEAM TO BEAM CONN. THRU BAR JOIST MECHANICAL. CONNECTION OF COL, AT EXP. JOINT N-95 COPE BOTTOM LEG 4", _---- - - -- ------ -- -- --- � N- 96 L 4 X 4 X 1/4 TYP. AT OPENING. N-97 JOIST SPACING REFER TO ROOF FRAMING PLAN, N 2 N 21 N-5 N-98 PLATE 112 x 4 x 0'-8 w/2 - 3/4 0 x H,S,A, 0 I N-99 VARIES, SEE ARCH. PLANS i ;- 2'O(MAX.) / 54 N-100 BOND BEAM W/ 2#5 BARS IN KNOCK -OUT BLOCK, Y4 2 \ I C u_57 N-101 #5 BARS a 4'-0 O.C. EXTENDED TO FOOTING, I=o(MINd.) '/ I`. It N-102 BRICK � L1 ,z �. %4 4 Y4 N 83 i i i i L! 81 ©--------- - -- i 1j—i - ------------------ -- -- W 'v I I AI-g2 J N 33 �123 ' 1 t- FE I I I c - •-1+-• -- ii i i F Z I I„ I I ti LL T Aco I 2 TYP O THISOF DIMENSIONSHALL BE AT LEAST 112 THE "T" VALUE ' �4 BEAM,, USE 3/4 A325 BOLTS IN BEARING. SELECT # OF BOLTS FOR z 1 i - � THE SHEAR VALUES ON PP, 2-27 THRU 2-31 OF AISC MANUAL, BUT NOT LESS THAN THAT REQ'D, •BY NOTE A ABOVE, - - -:-h �(Z - - U I © USE PLATES EACH SIDE OF WEB, THICKNESS SHALL BE AT W v i GD QI LEAST 1/2 THE WEB THICKNESS, BUT NOT LESS THAN 3/8", z 0 WELD SIZE SHALL BE 1/16" LESS THAN PLATE THICKNESS. TYP. JOIST TO GIRDER 20 SECTION SECTION ID 15 TYP. BEAM SPLICE S-5 THRU ROOF DECK OPENING 2Co DETAIL S 5 TYP. BEAM SUPPORT AT PIER cJ 5 CONNECTION s-s - r. - mni rp �.?�JOIS T BEARING AT EXP. JOINT - _ DRAWINGISSUED y-I DATE PURPOSE N I Co - N 28 CO R i AT Ou 2Co P/7 Co�"I I��, I SB CD INFlT/o --�- O IJ 27 t I 1.1-21 I I i 2 < o d 0 0 0 /4' I W N (7 W N_ N N i y Z O O > > > 0 W u m a W W W 11 L j I Y4- — - a w KI-20 co �r O co ur ee intended ■t tlee of S O I ICI-S ,1 ,I Thee drintend shell M used only for the W N N29 `t I to-5� N 'Z Indicated above. Drawing• are issued tfor only 1 t7 "� one a Chao purposes, .n 3° I�2, - - I I (�.I•£jQ �•� COORDINATION O N 2Co i I OWNER REVIEW Z �1-�73 — 14 I , i. �iQ QQ PERK ITTIMG Z , 1 I G N•98 .. N-3$ - __. - _- _. N-3p BIDDING J S W -VJ . CONSTRUCTION Q 0= V Use of theme drawings for an F J LU than that intended gshol1 be at the solerisk of the user. �� N-II 5 I N ICI a STEPHEN WHITEHOUSE ENGINEERS INC. ---- - jjT -- I c 18 i-8 RECORD OF INTERNAL DRAWING REVIEW SHEET I % COMP. DI.M. DATE ENOR. DATE CORR. DATE n so t2L V- 3 2-3 T 2H. Z .M . 3 25 W t2LvT.H. 4l u 3o Ic, BEAMBEARING ON TYP. JOIST BEARING � W RLM. / "[ hi. P. Z C] F TYP. JOIST TO BEAM S E _ 21 27 SECTION �� / — � _®.._..—____ CTION � `a 15 CONNECTION _ � S 5 COLUMN _5 _______-- S-5 THRU PIER AT EXP. JOINT E GIRDERS TO BEAM CONN. ( 0N M.U.C,WALL DESIGN LOADS 1. Live Loads Roof ................................ 20 PSF Slab on Gracie ....................... 100 PSF 2. Wind Load Design Wind Speed ................... 110 MPH 0-30 ft............................. 34 PSF 3. Dead Loads Roof syatem Built up roofing ............... 10 PSF Metal deck ..................... 2 PSF Bar Joist ...................... 3 PSF Mechanical ..................... 5 PSF Ceiling ........................ 4 PSF Electrical ..................... 1 PSF 4. Other Loads Contractor shall submit cut sheets for all equipment including but not limited to hvac package units, air handlers, generators and chillers. Information shall include weight and any special support requirements. See architectural and mechanical drawings for details relating to roof mounted equipment curbs. CONSTRUCTION SAFETY 1. These drawings do not include provisions to satisfy safety requirements. Contractor 1s solely responsible for ensuring safety during construction. 2. Do not overload one segment or span of a beam continuous over several supports. Beams should be loaded as gradually and evenly as possible until the full load is in place. DRAWINGS AND SPECIFICATIONS 1. Do not scale these drawings for dimensions not given. 2. Advise Architect of. dimensional discrepancies between architectural and structural drawings prior to commencing construction of affected elements. 3. Verify all existing field conditions and dimensions prior to commencing construction. 4. These drawings are intended to be used in conjunction with those of other trades including but not limited to architectural, mechanical, civil, etc. Refer to drawings of other trades for details relating to the structural components. Bring any conflicts to the attention of the Architect for resolut- ion prior to commencing work on items affected. 5. These General Structural Notes are intended to emphasize certain informati- on more completely discussed in the bound Specifications. The Contractor should be familiar with the requirements as stated in the Specifications. BUILDING CODES AND SPECIFICATIONS 1. Standard Building Code,(Southern Standard Building Code Congress) 2. Building Code Requirements for Reinforced Concrete 318 (American Concrete Institute) 3. Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings, (American Institute of Steel Construction) 4. Structural Welding Code D1.1 (American Welding Society) FOUNDATIONS 1. Maximum allowable soil bearing pressure ....... 2500 PSF 2. Place clean, granular fill in loose lifts not exceeding 12 in. in thickness. Each lift shall be compacted to a minimum of 95% of the modified proctor maximum dry density as determined by ASTM D-1557. 3. Notify Architect if footing excavation reveals unsuitable or soils. soil's unstable STRUCTURAL STEEL 1. Hot -rolled steel beams, plates, bars, channels, rods, anchor bolts and angles shall conform to ASTM A36. 2. Steel pipe shall conform to ASTM A53, Grade B, Fy=35 KSI. 3. All welds shall be made with E70 Low Hydrogen electrodes, by qualified welders as per AWS requirements. 4. All bolts, except ancnor bolts, shall be high -strength ASTM A325, 3/4 in. dia., unless noted.othervise. Use hardened washers under turned elements. 5. Contractor shall provide adequate temporary bracing, shoring and guying of the framing against wind, construction loads or other temporary forces until such protection is no longer required for the safe support of the structure. 6. Return all welds at corners twice the nominal weld size minimum. 7. Provide holes for blocking bolts as shown in architectural drawings. 8. Anchor bolts shall be furnished with heavy hex nuts and flat washers, and shall be ASTM A36 Round Stock, threaded at one end and hooked at the other, U. H. 0. . 9. All copes, blocks, cutouts and other cutting of structural members shall have all reentrant corners shaped notch -free to a radius of 1/2 in. minimum. 10. All beams shall be fabricated and erected natural camber up. 11. Structural steel tubing shall conform to ASTM A500 Grade B. 12. All structural steel shall receive one shop coat of grey primer paint. 13. Framing connections shall be AISC Type 2 double -angle bolted connecti- ons, U.N.O. Select connections to support one-half the total uniform load capacity shown in the uniform load constants, part 2 of the AISC manual, for the span and grade of steel specified. 14. Ends of columns shall be milled to bear at all splices and attachm ent of base plates. 15. Structural openings, supports, anchors, etc. around or affected by mechanical, electrical and plumbing equipment shall be verified with the equipment purchased before proceeding with structural work affecte d. 16. Welds not otherwise designated shall be 1/4 in. minimum fillet. 17. Unless detailed elsewhere in the drawings, openings in roof decking larger than 1 sf 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. angles of the same size to form a rectangle of the appropri ate size. STEEL BAR JOISTS 1. All joists on column centerline shall be secured by 3/4 in. diameter 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. All joists not requiring bolted connections shall be welded to support with 3/16 in. Welds 2 in. long each side. 4. A11. joist bottom chords shall be angles. 5. Bridging shall be complete and approved by engineer prior to placing- metal deck. 6. Joists shall bear 4' minimum on masonry and 2 1/2 in minimum on steel U.N.O. Joists bearing on masonry shall bear on an embedded steel plate. 7. Joists shall be dipped or sprayed with one shop coat of paint conforming' to federal specification TT-P-636 or equal. Paint shall be light grey in color. S. All joists shall have been designed in accordance With Steel Joist Institute criteria and submitted to and approved by the Institute. 9. Steel joists shall be designed to resist net uplift of 6 psf. 10. Steel joists extended ends shall be capable of supporting a uniformly distributed live load of 100 pounds per linear feet with the live load deflect- ion not to exceed 1/360 of the span length from center to center of supports, and a unifomly distributed dead load of 125 pounds per linear feet. 11. Steel bar joists substitutes and outriggers shall be capable of supporting a unifcaly distributed live load of 100 pounds per linear feet with the live load deflection not to exceed 1/360 0£ the span length from center to center of supports and 1/180 When cantilevering. In addition to the live load they shall be capable of supporting a uniformly distributed dead load of 125 pounds per linear feet. METAL ROOF DECK 1. Roof deck system shall be 22 gauge intermediate -rib metal deck Type IR, as identified by the Steel Deck Institute. Roof decking shall be one and one/half inches deep and shall be designed in accordance with Roof Deck Specifications of The Steel Deck Institute. 2. The deck shall be capable of supporting a uniformly distributed live load of 20 pounds per square foot with the live load deflection not to exceed L/240 of the span length center to center of supports and with a uniformly distributed dead load of 25 pounds per square foot without exceeding a unit:40 stress of 20,000 pounds per square inch 3. Steel shall be ASTM A-611 Grade C with a minimum yield strength of 33,000 pounds per square inch. 4. Welding washers will be used for all intermittent puddle welds. 5. Roof deck shall be laid out such that decking shall span three spans` Without interruption Wherever possible. 6. Decking shall be painted in the shop with a grey primer paint. 7. Decking shall be Welded to support at intervals not to exceed 12 inches on center. There shall be a minimum of 3 side lap connectors per span between sheets. Welds shall be 3/4 inch minimum diameter and side lap fasteners shall be i12 TEK screws minimum. 8. Provide all save plates, ridge plates, and other pieces to ensure veather-tight assembly, 9. Touch up all Welds and abrasions with rust -inhibitive primer matching in„. color. 10. Deck and supporting members damaged by excess welding heat shall be repaired or replaced as determined by Engineer. 11. Acceptable manufacturers include Consolidated Systems Inc. (a03-771-79- 20) Type F, Roll Form Products, Inc., (704-568-1946), Type F15RD, Vulcraft, (713-687-4665), Type 1.5F or approved equal. PORTLAND CEMENT CONCRETE 1. Compressive Strength at 28 Days........ 3000 PSI 2. Minimum Cover a. Footings .............................3 in. to bottom b. Slab-on-grade........................centered c. Other................................2 in. 3. Coordinate drawings of all trades for required embeds, openings and accessories not shown herein. 4. All reinforcement shall be securely held in place by standard accessories during concrete placement. 5. Bars shall be Grade 60 conforming to ASTM A615 incl. S1 6. Welded Wire Fabric shall conform to ASTM A185. 7. Detail and fabricate reinforcement in accordance with 'Manual of Standard Practice for Detailing Reinforced Concrete Structures',ACI 315. S. Place Welded Wire Fabric centered in depth of slab -on -grade unless noted otherwise. Lap all mesh joints two full meshes. 9. Provide minimum lap splice of 30 bar diameters, but not less than 24 inches, for all reinforcing bars, unless noted otherwise. Stagger splices in adjacent bars at least 24 inches. 10. Provide bent bare at corners and intersections of the same number and size as the straight bars. 11. Exposed edges of beams and columns shall be chamfered 3/4 in. u.n.o. 12. Interrupt typical slab reinforcement at all construction and expansion joints. See specific details for any dowels required for shear transfer. 13. Cut every other wire along the line of savcut control joints prior to placing concrete. Make savcuts within 12 hours of concrete placement. 14. Provide 1/2 in. preformed expansion joint material where slab abuts vertical surfaces such as walls and columns. 15. See architectural drawings for locations of anchor slots in columns, beams and concrete slabs. 16. See architectural drawings for exact locations of depressed areas in slabs which are not shown or dimensioned on structural drawings. 17. Provide vapor barrier under all slab -on -grade in enclosed space. 18. Apply curing compound to slab within two hours of completion of finishi- ng operations. Use liquid membrane forming compound complying with ASTM C309 Type 1 Class A. Follow manufacturers instructions. Acceptable products include : MasterBuflders 'Masterseal', Burke 'Spartan -Cote', and Sonneborn-- Contech 'Kure-H-Seal'. CONCRETE MASONRY UNITS 1. Blocks.shall be hollow load -bearing masonry units Grade N, Type 1, conforming to ASTM C90-70. 2. Mortar shall be Type S with minimum compressive cube strength of 1800 PSI @ 28 days. 3. Prefabricated horizontal joint reinforcement shall have 9 gage side rails fabricated from high -strength cold-dravn wire conforming to ASTM A82. Wire trusses shall be galvanized after fabrication. Place joint reinforcement in alternate courses in all walls. Place three rows @ 8 inches o.c. immediately above all wall openings, and at the top of all walls. Lap side rails at least 6 inches at splices. 4. Provide all special lintel, knock -out, jamb block and other required to complete the walls as shorn. Use masonry save to cut block as required. 5. Brace foundation walls before backfilling against them to prevent overstr- essing, buckling or rotation of the walls. Brace all wells against rind, construction loads or other temporary forces until such protection is no longer required for the safe support of the wall. 6. Provide 8 inches x 8 inches precast concrete lintel with two No.S bottom bars over all openings 5'-0 or less in width, where steel or other lintels are not specified. 7. Provide 8 inches x 16 inches precast concrete lintel with two No.S bottom bars over all openings more than 5'-0 vide, where steel or other lintels are not specified. B. Provide clean -outs for filling cells in lifts exceeding 4 ft. 9. In addition to requirements elsewhere in the drawings for filling cells, fill cells with concrete and one t5 bar at a maximum spacing of 4'-0, u.n.c. Fill first cell each aide of any opening, and fill first cell at end of wall. 10. Extend vertical bars into footing, or veld to steel beam as appropri- ate. 11. Provide control joints in accordance with details on dwgs, and per these guidelines: a. At changes in wall height b. At changes in wall thickness c. At wall openings less than G'-0 vide, one side d. At wall openings 6'-0 or rider, both sides e. At control joints in applied plaster or masonry veneer f. At chases and recesses for pipes, columns, etc. In addition, control joint spacing along a straight wall shall not exceed 100 ft, nor 4 times the wall height. For this building, the maximum spacing of joints shall be 64 ft. STRUCTURAL rrrr•w♦ww PLAN MARK --------------------- STEEL BEAM wwwwwwwrwww BEAM SIZE SCHEDULE wwwrwxrww wwwwwxrxwwwwwww TOP STEEL ELEVATIONS LEFT RIGHT B- 1 W 16 X 31 16-9 - B- 2 W 16 X 31 16-9 - B- 3 W 16 X 31 16-9 - B- 4 W 16 X 31 16-9 - B- 5 W 16 X 31 16-9 - B- 6 W 16 X 31 16-9 - B- 7 W 16 X 31 16-9 - B- B W 16 X 31 16-9 - B- 9 W 16 X 31 16-9 - B- 10 W 16 X 31 16-9 - B- 11 W 16 X 31 17-0.25 - B- 12 W 18 X 35 16-9 - B- 13 W 16 X 31 16-9 - B- 14 W 16 X 31 16-9 - B- 15 W 16 X 31 16-10.25 - B- 16 W 16 X 31 16-10.25 - B- 17 W 16 X 31 16-10.25 - B- 18 W 16 X 31 16-10.25 - B- 19 W IG X 31 16-9 - B- 20 W 16 X 31 16-9 - B- 21 W 16 X 31 16-9 - B- 22 W 18 X 46 20-1.75 - B- 23 W 16 X 31 20-1.75 - B- 24 W 16 X 31 16-9 - B- 25 W 16 X 31 16-9 - B- 26 W 16 X 31 16-9 - B- 27 W 16 X 31 16-9 - B- 28 W 16 X 31 16-9 - B- 29 W 14 X 22 16-11 - B-- 30 W 14 X 22 16-10.75 - B- 31 W 14 X 22 16-10.75 - B- 32 W 16 X 31 16-11 - B- 33 W 14 X 22 16-10.75 - B- 34 W 14 X 22 16-10.75 - B- 35 W 14 X 22 16-11 - B- 36 W 16 X 31 16-10.75 - B- 37 W 14 X 22 16-10.75 - B- 38 W 14 X 22 16-11 - B- 39 W 14 X 22 16-10.75 - B- 40 W 16 X 31 16-11 - B- 41 W 18 X 40 16-10.75 - B- 42 W 14 X 26 16-10.75 - G- 43 W 14 X 22 16 10.73 - B- 44 W 16 X 31 17-0.25 - B- 45 W 14 X 22 17-0 - B- 46 W 14 X 22 17-0 - B- 47 W 16 X 31 17-0.25 - B- 48 W 14 X 22 16-10.75 - B- 49 W 14 X 22 16-10.75 - B- 50 W 14 X 22 16-10.75 - B- 51 W 12 X 14 16-11 16-9 B- 52 W 14 X 22 16-10.75 - B- 53 W 14 X 22 16-10.75 - B- 54 W 14 X 22 16-10.75 - B- 55 W 14 X 22 16-10.75 - B- 56 W 14 X 22 16-11 - B- 57 W 12 X 14 16-11 16-9 B- 58 W 12 X 14 16-10.25 17-0.25 B- 59 W 12 X 14 16-10.25 17-0.25 B- 60 W 16 X 40 20-0 - B- 61 W 16 X 31 20-0 _ B- 62 W 16 X 26 20-0 - B- 63 W 16 X 31 20-1.75 - B- 64 W 16 X 31 20-2.75 - B- 65 W 18 X 35 20-1.75 20.0 B- 66 W 12 X 16 20-2.75 20.0 B- 67 W 12 X 16 20-2.75 20.0 B- 68 W 18 X 35 20-1.75 20.0 B- 69 W 12 X 14 18-4.75 - B- 70 W 12 X 14 18-4.75 - B- 71 W 18 X 35 20-0 19-3.75 B- 72 W 18 X 35 19-3.75 18-5 B- 73 W 18 X 35 18-5 17-11.5 B- 74 W 18 X 35 18-4.25 17-11.5 B- 75 W 18 X 35 19-1.75 18-4.25 B- 76 W 18 X 35 20-0 19-1.75 B- 77 W 16 X 26 20-0 - B- 78 W 16 X 31 20-0 - B- 79 W 16 X 31 20-0 - B- 80 W 24 X 55 20-2.75 20-0 B- 81 W 24 X 55 20-2.75 20-0 B- 82 W 12 X 16 20-1.75 - B- 83 W 21 X 50 20-2.75 - B- 84 W 16 X 31 17-0.25 - B- 85 W 14 X 22 16-10.25 - B- 86 W 18 X 35 19-3.75 19-3 B- 87 W 18 X 50 18-5. 75 18-5; 5 w rrrrxxww COMMENTS tza IDATEI PURPOSE A These drawings shall be used only for the purpose Intended at ties of printing, as indicated above. Drawings are issued for only one of these purpoeea, , COORDINATION OWNER REVIEW PERMITTING BIDDING CONSTRUCTION Use of these drawings for any purpose other than that intended shall be at the sole risk of the user. X Z L1J U h Z J LLi LLJ 0 r z LLJ _W J W U 0 rn N n U) N co ¢ ¢ w W w M w ? w z c� Z Z Z w NW Ja N O ¢ ZO C) j N _ ¢ FFw CO p �3 Z f 0 NZ�N� Zi w ¢ R Z N UU)°_� 06 LL I F- O� W Z W F J J Q f� �. LLI W W Z _ W LLI U I- U N W v 7 LO Q to 11 N U �- > o a 0 z z z W a ❑ ❑ o ❑ W ❑ N 0 W y N H Z N z o ❑ > > > N W❑ U a < G 2 cc F RECORD OF INTERNAL DRAWING REVIEVI % COMP. D.L.M. I DATE ENOR-1 DATE CORR. I DATE S0 60 b LM. t%_M. 3-3 T 3.23 F.P. i 3 a TH. 1410 K-14. 417 g0 PL.IL 4111H. 147 /l Z.M. /7/ 100 RL�Nl. T.H 4/le0 g.M 4/1$ SET NO SHEET -6 ='l OF . do sl1 PLUMBING FIXTURE AND CONNECTION -SCHEDULE GPE IIOAXEIR NO. DESCRIPTION AST$ DRITEM FIXTURE 11 CONNECTION WJPIATEOT NOT ' MANUFACTURER FIXTURE CIFICATI IM NAMREMARKS I P-1 WhTRR ctr6ET,FLR. MO0NTE0-FUJSI4 74W4• PNW0I(AP k_1644T 4' /2'° — FLOC)iz TO P�IM IS" �TzAr.IE 3-t5�i LAVA c3C ' 1114• y2" FLDCk Tp 31" e_1Z _ -1°! P-2 �4„,tTO - AIM P-b ELEGTf21c- WdTFrl I'/4' FLOVE TO 44LSE f TAYwlz W-V--CR CA L.F12., H1.t,1016Ch.P HEIG,HZ I ------�- - _FLOOR DRAIN -SCHEDULE - ITEM STRAINER MANUFACTURERS CAT. NO.S JOSAM WADE ZURN JOUTLET NO. SIZE SIZE REMARKS NICKEL 5IZ0t4ZF_ ?6x WITH W Fi 3�4" 1102O 6CP 3 5-bl i Q7Ef1LzRAL VAcuUm E>TZEAkf r. �o10-z I�S25 27 Gc® �S 4g4 21 �730 14� � - � COAT 74;z`!44 F5 W1 TEFLor t pAoT� ±NUT -OFF VALVE ABOVE - GEILIt.1G� kIITH AG(�E�j �JANEL �T'f(�IGAL) P�R1GG5 aUil-us —1 I P-1 P-4 3j4 �4 ICON% ofGW LINE ,BUD'61ZE, _ X '- ReTen- .TO TJWtaS MP 2 7Iwu PARTIAL TOILET ROOMS PLAN SCALE: 1/4":1'-0" -(- R'&ff1G COY E(Z ` WITS} LIFT 14OL E 2"+nldST� LInIE-� ?RDVICE IU" OR' V, Gf1A�D WASN�D ' E,i2yVL�I I I I I I � � I 2��3�TJ i %UbLI- TOILET F00M � FINISF4 GI[AD� 24",c 24" coNc. PIP[ Co" Ga 0 l f3� �-- — --- �-- --wed DRYWELL DETAIL NO 6 StnT KouLe2 1--4(.SO -WHIT& QQ (=quAL 13Y �uppUY '�/(5'G•P.,Wj WN15�6L. NANDLE 6TOP• =ZRA p- l'/4°` GAT i�AS GNRfiNf PLAID pL(-3/g"G•P. WHEEL �4An1DL€ t7)P VJT WAL-, GAR'z'eft .� :s752 WALL, 6Upp0VT6 SCOPE OF WORK 1. SYSTEM: Tenant Units: A. Supply and return air ductwork to be constructed of fiberous glass ductwork; refer to Specifications. B. Temperature controls; cooling/heating wall mounted thermostat, with subbase "fan -on", "cooling -heating -auto -off", with all necessary control wiring for a complete and ready to operate system. Note: All exhaust air ducts to be constructed of galvanized sheet metal, no exceptions and ductwork to be externally wrapped with 1 1/2" thick insulation. Refer to specifications. 51W6iLf 701LET WOO SW -LIE 7MET ROOK/I WASTE RISERS NOT TO SCALE SPIN IN F1771W0714 L.LtiiGI1J6i TYPE 4PUa1:)7.& -T DAMPER Aµ D EkTRAGTp't2 FQrZ F715raQOUg CGLAMsS fDuGT 30&T&D IJSE eAffwFLE-4 MOpEL D20ML - _ MAk. G'-O" FLEX, DUG-1, 116E SCREW GLA%4P 'TO ATTAr-P FL -A. our_-T DR 7ZouwD METAL D1_kr_.'f IL A.<D SEAL WTN DUGi 7APE. cc d TYPE-M ItD14ND DUET $RANCHES BRANCH DUCT DETAIL NOT TO SCALE .AIR DEVICE SCHEDULE MARK DEVICE TYPE MATERAL FINISH ACCESSORIES MANUFACTURER MODEL NO. REMARKS' N_0. 2 24'PfR#ov�, 1122 f &LLLM WHrrE '0.5 alrz AD-1 Mo �+>x R,TTE2r J c/Ofq uu Me p L AlE E P05-4b•(0 -v >]tFRU`aEr�• 2443 Fe-IZFo2A-tL0-- AD 2 MGOULE 2ETL 2�J ME7A L atR E PER- /o CJ� -4 (c:..:J.�FflRbTj F� ALLM . -- - vlJ I-, I;- — ME.TtI, kv24E cy E a AD 3 vorL)t~ 1t1,,_ !�R+ L l t_� ROOFTOP PACKAGE AIR UNIT. SCHEDULE _MARK 3 Rru-4 52I100 35,300 9-ru-5 _ COOLING CAPACITY BTUH (07,0DD 133,E 10�?,Xo ro�ia�i SENSIBLE CAPACITY BTUH ^�,icX� '1&f WC 79,WO 49, 300 ENTERING COIL TEMP. 'FDB/'FWB SO toi 00 G� SUPPLY AIR CFM 2,300 4-ioor) 3,L'J0 I,400 t,-W 'urn -- OUTSIDE AIR CFM 300 400 BckD 10dD STATIC PRESSURE EXT./TOTAL IN.H2O EVAPORATOR FAN HP 1 3.0 !, 5 ELECTRIC HEATER KW/STEPS It 2 2,5 2 �,8 2 6 L IO 2 NUMBER OF COMPRESSORS NO./FLA I% 3.2 1 I I I CONDENSING TEMP. 'FDB 46 FILTERS z. ELECTRICAL DATA V/PH/HZ 26s_'2b0 ZGS-3-(�o OP9.3-4av 208-1-(10 21?3- 1-�'Q EER_ (COOLING) -- -- q,C7 8, 9.0 —/''2 0.5 _ WEIGHT — --- 1'95S 1405 IS55 5 P gllf _ " LOCATION ----At`75 PLANS P au-S py41J5 MANUFACTURER 0%Vt " MODEL -L G-oo)W NOTES ---- U co 0 0('T Oi �Rrr/i0� Fln-E'Si/�TGLOI�G,�D F1LT�t� InlOt�r,�pR•, G�Jr�►�SC,ii•. %ply G,,3AZD�, 5ur2r '"� r- , -,� SU(�L`{ � RETu(za,1 Do,Nhl Low ;�,� WITI•J pUT'�tOE AIR 11.1-iAK.E (?� 2" rulCk L7 �pc�gAF�LE MEDt/� Iti FI'�7r`( ME-fAL FrZ bMlt. q •K�i a; .L-`; 'oi `I- v;s ,. h.`� _ -A _ .. ,'�G .. �,. ;_2`km .i `�"�x"ti': ;vC� '� FAN SCHEDULE -MARK NO. ---- EF-'. SERVICE ----- R,A,•Eel- ,-A, AIR QUANTITY CFM 1.00 EXT. STATIC PRESSURE IN.H2O 9,I'L5 FAN TYPE - ---- r_1_ DRIVE TYPE — — -- Vvze("'( SONES ---- 4•c MOTOR HP — — -- 1,5aMpe MOTOR SPEED- RPM ,100 ELECTRICAL- DATA V/PH/HZ 120-1-(00 CONTROLS ---- Q LOCATION ---- GEIut- . MANUFACTURER ---- &?'0XQ MODEL NO. ---- 1"Co NOTES ---- �� O FAr.1 GOwTIZOL: ICI-jELICK.JL wtTNR._-(>�n L16Nj S1N17G1-i. 2O �z0141 PG WA'_�_ GA�i t k sjr11F7 DArnPcT�, INS `]�U+? rJ. PLA'�Tlc WATERP�F .75%L4WT taco END 0% PIPE SLLtVE ESGUTaWeON PL&TC AT tr-ATMIOR WALLpNLY A► O 70 BE SEIGuR.m�c 70 WO L L. - PIPE SLEEVE 0"LlM PAGKINGn A1iDuuD P1n� WALL. 4R FLOOR. TYPICAL DETAIL OF PIPIES PIERCING LEGEND AD. AIR DEVICES NO., REFER TO SCHEDULE FOR TYPES NK. AIR DEVICE NECK SIZE CFM. CUBIC FEET PER MINUTE O WALL MOUNTED THERMOSTAT VD VOLUME DAMPER FD FIRE DAMPER Q HIGH LIMIT FIRESTAT, INTERLOCK WITH FAN MOTOR SPIN -IN FITTING AND FLEX. DUCT. FLEX DUCT SIZE TO u'U�Iu MATCH AIR DEVICE NECK SIZE... SEE BRANCH DUCT DETAIL AFF. ABOVE FINISH FLOOR EF- EXHAUST FAN, REFER TO SCHEDULES FOR TYPES RTU- PACKAGED ROOF TOP AIR CONDITIONING UNIT -V-- VEN1I PIPING WASTE VTR VENT THRU ROOF HB HOSE BIBB — COLD WATER — -- HOT WATER P- PLUMBING FIXTURE NO. WCO WALL CLEANOUT GCO GRADE CLEANOUT FCO FLOOR CLEANOUT WH WALL HYDRANTS, OgrIDt✓I 15' 6.61wt PNISN FLDVV- PROJECT NOTES HVAC 1. VERIFY ALL CLEARANCES BEFORE INSTALLING WORK AND NOTIFY THE ARCHITECT OF ANY MAJOR CONFLICTS THAT CANNOT BE RESOLVED THROUGH NORMAL FIELD COORDINATION WITH OTHER TRADES. 2. DUCT SIZES SHOWN ON PLANS ARE CLEAR INSIDE DIMENSIONS. DUE TO ANY UNFORESEEN FIELD CONDITIONS, MODIFIED DUCT SIZES CAN BE PROVIDED IF IT IS IDENTICAL IN EFFECTIVE AREA, ONE SIDE MINIMUM OF 5", MAXIMUM RATION 5:1 AND BE APPROVED BY THE ENGINEER. - 3. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. COORDINATE ALL PLUMBING, HEATING AND ELECTRICAL WORK SO AS NOT TO CONFLICT IN LOCATION AND PERFORMANCE OF THE SYSTEMS. 4. COORDINATE THE FINAL LOCATION OF DIFFUSERS, GRILLES AND REGISTERS WITH LIGHT FIXTURES. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL AIR DEVICES LOCATED IN THE CEILINGS. 5. IN THE EVENT OF UNFORESEEN FIELD CONDITIONS, ADJUST DUCT DISTRIBUTION TO ACCOMMODATE DIFFUSER LAYOUT AS CLOSE AS POSSIBLE. IF THERE IS A CHANGE FROM THE INDICATED LAYOUT, OBTAIN ENGINEER'S APPROVAL BEFORE COMMENCING WORK. 6. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. 7. PROVIDED MANUALLY ADJUSTABLE VOLUME EXTRACTORS AND VOLUME DAMPER ON ALL BRANCH DUCTS, TAKE -OFFS, AND SUPPLY DIFFUSERS. THIS ONLY APPLIES TO ALL SUPPLY DUCTWORK. 8. VOLUME DAMPERS WITH LOCKING QUADRANTS SHALL BE INSTALLED IN ALL DUCT BRANCHES FOR CONTROL OF AIR. 9. ALL LABOR AND MATERIAL SHALL BE PROVIDED WITH ONE (1) YEAR GUARANTEE, FREE FROM DEFECTS, STARTING FROM DATE OF ACCEPTANCE. 10. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT A CENTER LINE ELEVATION OF 9'-0" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT OR HIS REPRESENTATIVE IN THE FIELD. 11. ALL SUPPLY AND RETURN DUCTWORK SHALL BE OF CLASS 1 FIBROUS DUCT BOARD CONSTRUCTION IN ACCORDANCE WITH SMACNA FIBROUS DUCT STANDARDS, FIFTH EDITION, 1979 EXCEPT OUTSIDE AIR AND EXHAUST AIR DUCTS TO BE GALVANIZED SHEET METAL DUCT (NO EXCEPTIONS). PRESSURE SENSITIVE TAPE AND APPLICATION OF TAPE SHALL BE IN ACCORDANCE WITH SMACNA STANDARDS AFTS 100-73. TAPE SHALL ALSO BE APPROVED AND LISTED BY THE BOARD OF MANUFACTURERS FOR USE WITH HIS PRODUCT. 12. TEST AND BALANCE: A. THE CONTRACTOR SHALL PROCURE THE SERVICES OF AN INDEPENDENT TEST AND BALANCE AGENCY, APPROVED BY THE ARCHITECT AND/OR OWNER, WHICH SPECIALIZES IN THE BALANCING AND TESTING OF HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS. AGENCY TO BALANCE, ADJUST, AND TEST AIR MOVING EQUIPMENT, AIR DISTRIBUTION, RETURN AND EXHAUST SYSTEMS AS SHOWN OF PLANS. CALIBRATE AND ADJUST ALL TEMPERATURE CONTROL DEVICES. RELOCATE DEVICES AS REQUIRED FOR PROPER RELIABLE OPERATION. B. INCLUDE AN EXTENDED WARRANTY OF SIX MONTHS AFTER COMPLETION OF TEST AND BALANCE WORK, DURING WHICH TIME THE OWNER, AT HIS DISCRETION, MAY REQUEST A RECHECK, OR RESETTING OF ANY DEVICE OR EQUIPMENT LISTED IN TEST REPORT. C. TEST AND ADJUST AIR RELIEF DAMPERS AND CONTROL DEVICES AS REQUIRED FOR PROPER SYSTEM OPERATION BASED ON PRESENT SYSTEM LAYOUT. _ r , .v ,. , '' ` ( `'•,•. me , y. yU:� ws e (yx "A: IT r• .ag .` f. IT t 1• .;, i n ` . .. a r. t. , , ',. 1 ' .Y : � ,—'e kF t „4 r y S �3 f y i C 3n a �n XY � • l N J k .5i�t II �� //yy((�� yr�FF��r^^�� l/Cpp�� ( F�.. r �'.1'ZL. p,•RLJ jY^ a/,twKl"+ J G+KVG4/ �t ��4.•� h b z r�pp�2.rr�. 25,000 P, Dw(„ MP 2) is 1 II • — y n; .: .:... ..:. ,. - - T- - - -T REFER TO TOILS T \ _ Ros>M{z) Pl44K] OKI LAn);�-1. I1 r 1 (Tfl POP, *ca 6=I z10D ci. Mp•S ;L Au7 LPOQTs ) [J t I J I i 1 � I a ' 111 2-4 0�)fiAL.G r .,_d.4r .. a.yA: ...rYa,., 1 I I I7 1 (D I M I1 ■ 1 - N KEY PLAN- N.T.S. N a) lyl 'mot r � � U z f G 2 5 Z Z Z = o 0 0 N N ¢a < ¢ N O U C ¢ e SET NO. SHEET MP-2 OF 1 ._. I _ .._. _-___.___.. 1 . 1l-�Z L• ��? 1 II —,i — — — — 3 Y /i" Fill FR - O N M KEY PLAN: N.T.S. a L Z W V La W o Q 0 0 C 3 M d C St; p& W y 4 uj F(/? 0.7 Y (n X J� V 0! =1 a G 4 J ' �� a • R t Wb^ F Q v Z 0 Ci • Aiv LL l WX :.. too. . U� Wo °m l I 0co >o o 19 w N aco u < ¢ u N 10 m v � v n < > c o c F r ¢ a = z o z 0 z 0 W U N W O z O U o ¢ 6 W < N W 6 W ¢ N W ¢ i Q y W N R L SET NO SHEET MP-3 r mr coc n r I— z W ft H OZ LL 00 W 0 La V cc W 1 ' VLU go V LL F U M H o aZ 3 a ; , a IL IL CL W a O .J ■ W Z , W 0 El G� a J WO Cf) CL Cr . w(n JM O �Ix V , Ro �6- e U:o _ A Z rd Q .FJ 7 n ' Z D u -- L n 0 I� •nu •wuu 0 n 1" , , 7 u- 3 a P'C)nP rY Fo FOP,. SFYacE Q: 6 2 i 74-aU b•34) m .. G � s W H Z W C) W ■ II OZ �O �U 1 �W SOME } VU �LJ U oZZ ■ u Z W m a O J W Z W 0 0 H J a 1 ■ CC II WO - cn a z (J) cr :i:DO`._ Uccv g..I. :III Ms�e' I Wb� F II 1 F: F Z a J I I N 0 U ,a z .J JLL o 1. wcc 0.tif 11 &tJ% / moon •• ' mom is MEMMEMBO � t fit{ i L.. Y. ; _ Yat. t,1t't'XSSX :"�.:,:�.'wC <. �ay... ��y AaSi�art2FX".•`-•••• `•:iA.m.kc^V.riin,�"�y¢kad•"yt'.sm4&+�robn. R`"'- `='-`e�i Y^` i i i V R telz 941 e I 2"' \AIW L! 05- 7b �,4 It T i a ^ Ir4 2 � x r v .. .r �.,. -�? , h+ 6. ...-. - .i ..., erirm ♦ , L:: r a �:;,:: < , k .,, , ii ry �� r R n3 .-& KEY PLAN. N.T.S. 11 PAD, I, (e N Ali z LU CL 0 2.1 1 w z UJ 0 < CC Lu 0 Cl) fin 2(j) w 0 U CC U M' ow U) H.0 I.- - 2 2 0 0 Ix 0 0 .j LL w J mizz t< LL z wit < W< J MCL M Ur WO> o w > 0 m to m (Joo OR 12�0 Il CID & It. c cc 0 f LO to x L) w z 0 0 cr 0 a w SET NO SHEET N KEY PLAMP-7 /T'\ K N.T.S. OF 4 z [7i R,[ b,x + Mt I nH s h? A N t i n a III .o i > 0 G 'a 0 J LL LO ES' x'tr [ [ W O a v Q a .J z J o W Q IL ES : 9xy j P GoV�2 -j NOTES_: I ,v P 0 I I I , -uo "c 1 11 1 II 1 II 1 II IGl-o .o ICI-o G G U L � II I II 34 21�Y> 34 �LII-8 �4 21��1 34 21�P� 22-8 2�i' III 2Gi1. & 2�I,oll 2r-2 12 24 2 m U 0 m W F- Z ' W I U LLI • H� OZ m O W V m W F- C� , aJ UDI- ' o Z Z , hu 4 IL uj b°a a 4 W O �a W O , Cl) G. Jn0 uc�r. n ' �lyJl O o � . -m 0 bao� b � F O e ' IN J 7 ' Z U 1 s n r -k �,... .h � U 0� ^3t',, :co d J N KEY PLAN. N.T.S. 1, N N N j; k r` � I' a n r fO = 01 N N < W 6 O O O O_ O W N tl W N y 2 w G n a < J a W W SET NO SHEET E-2 OF/� 100 V -12 io / G M a 7r i v 23 25 hA��iA� �I�ODI� �LA�I /�(I\ 26. ---reic-L ram- � r3- Z��.EKi � a��.7 I,P 116J Lf� J I � I -7 / 5 U L U �! r(1 \ 4/ 28-�i 3 4 21-8 2 KEY PLAN. N.T.S. . W 1— Z W F. W H } o Z 0 :3 m0 ci w M,w V FLL� U F- a aZ , (L Z W a 0 J W Z IL 0 W C F- J a � ' J CCw0 �cna wc)°C ■ U 0: 0 �`9 e; m e m e g a e � m e a e e x H V;o n s i �C Z [q1.rd J IT 7 ' Z 0 U Q V n 0u o J ■ LL LU w .JJ V �Q 1-- Z w ix Q �a a )� vol�,Lo> W t0 01 Coo¢�3Z as < c N N M a � U U > p O Z 2 2 2 wo H a = o o O W w U w N Y H U w O Q C w w w N O U 6 < ¢ ¢ 2 Iwo A: J a w 0 SET NO SHEET E-4 OF, NOTES: m i_ �— I 1 r I k s d 4" LP df5.2 8' to / LP 4 II 12 � 3 j 0= O A I II 21-� I II q I II 21-8 i II q I II 21-8 i II i II 21-g I II I II I II 2�-0 I II V 1 I II I II I II I II I II I U P. 4 21-p> q 21-8 21-5 2� of 2�wll 2r�1- all 22�1_0 I z W11 V 1— ■ II OZ Cc O W �W 1 VU LL F U oai ■ 0 Z WX WQ J Uaa 0 2 U m -, -300 W 0 o j oP1 t0 01 c =� a < co s 150 y ail N N QJ � r v r U F V < O = i H H m > o ¢ 0 z z z W n O O O O V N I N = O O > > > O W O ¢ O- W W C U ¢ < J N SET NO SHEET KEY PLAN. E - 5 N.T.S. OF �a D NOTES: NOTES: {re ': zr # r .' r. 4. %,�ymv .drvw•v .—„v �—.-e_�x 'a '. •-r—. .�+ .— r.. ,. . y t it Ji-= 13 N yµ3 k - p I] R Lt M LPC7ri� We LIP �P CIO le f I II l u l u I II i u I n l II I u -r I II 22- 4 " s i o ttg 4 �y 4 tfr Y x � L 'ii�%S jy dye ,��i� •v1�'I' I �Si, Ill 11 a C�'I it d§YY��, � SW�"{T /ll W W x C) W _j OZ N� O =ui �W V FLLJ oaf �9 IL . . goo 4TW. X O KEYED NOTES: T D 5h pl P--- V'M 4S- AL-1 J! , 13 vll � W N4 L 7 1� 77 ot w Il .j co) 0LL bc 0ui ui w 19 > w z 0 0 a -1 1 11 Lt. 11[ 1- 11 11 1 11 1 11 L-?A T Lo A "VI x WW / M PAV 0 7 `3 E op; •._ LU 1 Z I II W t� H ul ■ .j O Z W � W II C►v` �. �J LL P. ' IZ Z ■ am N ' ' F- A. Z W a O W Z ' W El J CCWO 2 ' J�O " II � .. m m m g6 MM4 _h L' Y m4 4 G C' �' Ir � w o � xo2a� .. U� 5 E e c c _ II 2F. J • 0 U Z J aU_ L i a go LZ r Q Z V �WLLI waW W 2 � U r > w co 93 ;y a <o ■©© ,I R S� k: SHEET ., B-34 PHASE 2 iy�� WIf7 prof Tb f : �p g a� ' ..,.,�..�.._� � 1 5 o Tc - I is r— To �.l-'. L.P-s-41 �— TP L�;:4�;45 t r � 10 v io- r a., s ,. SPACES B 35 fhru B 51 xTENANT . + 3 �^ �� x �. �mui W LU I ui u W Q •Wco a • • J m \ Q 3 r;J P LiP tR 9 b • p e M o e U: z a J , N z 0 U J Z Q W a W I°SI� m o_ l7 —MT(-1 O 'ID N In m Un v a n < i W ci c z ¢ u B O z O z O z O 2 N Z O ° > > > O W O S O W W W 0 ° O 6 < R ¢ 2 A (i £S-Z ic' OOxZ5 Zr500 40 K/A pM�s -5 10 7xL5 2`=O Fs gar; -'F cX7�cZCi Z�CX� 4o VVt, I I AMPS � x�3-5 loarc� 2r�� 4o K�IA III fjM fps s $ r 'S is Ls zr�� 40 KvA III AMPS - 8-7 IC 7k41 Z7Q7 4-0411A, I AM(; `� � 8-8 IGk3k2,� Z�x?- 4014l� III AMf-5 Ioc'%zh h474c> 4�L/d III Qr�lPS ivrA L I I10 ',4�''IPS 8 12 Gbk25 Z5b0 C Alf Ips 8 13 �x2n' Zycx� 40 Kid I i 1-b -t1 ' 8-14 4o K�/A 1 `QMPS d $ S oox25 40 Kai 1 I Arm r;gkZS Z5vp 4a ova l l %11 i('5 a- 10(2xv z5v0 uurlg Iop,�ZS Z� 4o K�/� I I I AM f �A>.I>✓L I-12- rIA � I 25� oMPs � TOMS f 144 Arm 3 a 3-Zo icr: ck� 7-50o -ioV-44, I I I Lir-1 PS �LI ODD ro8roo 10�.8/4 30� qr' P5 Tom- 527 Arlf� S-?Z Ia�X3o 3oclo �gKV.Q 1344MP5 �-2'� IOOXZS 2 SCoo 4a K� .III AM P5 $ 24 IGbKZ7 2� � �clA III AMPS � a�2 1Gt�c2'S ZSo� 4c?!NA III Qr�l� 5CX> 44D L%A III M T° �I�L s/8 AMPS Fr Z7 ZDk?J� 300P ��A 34 Ar'IP5 ErZS 2ox2s 3000 404/A 194br-Ipg B-Zg IZOx?h �0 4B K./� 134Ar-1P5 4a kVA 154 AMps � $-31 ?1�x2S 3oC� qf3 41/4 134 6t--1P5 3 32 2ox?r� �x &D 40 K-1A I �? '&r- ?^ � $-33 ILZ�'Z4' 3:Xxo 46 134 LAPS � gr3¢ Iwy-v5 -fJ4 4arVA. Isl Ai"ft� � TbrA�. IZIB A�� I�3� IGt7xZ� 25oq 4o INS I I "I Ar1PS gr� Icox25 Z�a� 4o K� l I I ;�.MIPS i=r3� I COX Z 4c2� It i SA 13- ICbx2� 2 ^SaCJ 40 <\/A 14r IP5 8-qc� IonxZS Z5� �eVA III oM>as 8-41 It�>x� Ztitx7 4co� II1 AMPS- 3-4z .4 11 4Zes iaMFA> ISOAMP,$ 1�s43 IGt�c?� �� 4v k�/n 11 I AMPS Fi1F4 IRS 25 Z5ro 40 40 IGYA III /jM$ B q/o 7r'� 25Gt? 4 K I I I Arm 40 K t I tAt*!$ 5-40 Lfp 4d11 I r i h�l'� $-49 I OoxZ'> 2riC�' 4o K,�1i III g> 50 IJpD Z 2�3 2 'LNA diMP� 3 SI �� Zo3� 32•� KYc1 �I AMPS 1E mw .- ..FA i MEMO w�■■■■ �■lQ�O�■ ■■■ ■■�=�0■■■■ ■■■! ■■■■ ■0■■■■ ■■■m MEMO■■ ■- ■■ ■■ �.. �.■ ■■ -! ■■ Imm==01001 mill �E mmm=001301 MIMILI Nom OKIMMEN MINEMEIN !■a®tam■ os MEMO.._—■-■■�■.� ■■ ■■—■■.M MEMO..■-�■■■.�.�■.■■�-■■.. MEMO■■ � !!n�■■�i�■■ �� Moll MINEME ®MEMO O��M.®�n■ —■ ®■■■. ��.�.®■.■■■—SS Gov -• vvo■■�■vim-�ov ' �� MEMO■■ ' • � vOC]�.��■■ MEMO■_-��■■ -1_ - .. .■ _� 0■ 01010 - ■■■■■■ ■mmmmmrlmm■■ -• OWN ®■■■■ i�s.�■.�■■■■��0■ MEMO■■ �S.n.�■■■■■-�� ®v■� ssoM.v�■. 0v ®■0 vOM��O®��00 ®sa■�.�na■.�o■■moo! ®®o■�el.o.w�■�on .a■ -�'UA0a !o! ►• PANEL =073", M.= ME MEMO■■ "" OnL7■. - Lima MUM RE ®■■■■ ■■■.■M�0■!■■ram MEMO ■■ ■_ ■■ ■■ �. ■ MEMO ■■ ■_ ■■ ■. eME o. mom■■ ®®o.. .■®©■■■■�� _ HIM® MEIN �®..ova■■®■o ■rM®m■■ � ®0■■ ®■�■■■�■0■.�■�■�0 '' � Ono■� M.�� ■■■■ 0� �.. . ®�.�a o■..omin■a v ®■o - eeo.■ - ■�o -� v ®■■■■��■..a.o■■■■■ ®■■■■ ■■■. ■■■�..�0■■■■��■■■� ■■■■■�.�■■■■ I° SEEM■■ M .■■■■■ !■■.■.0®■■■■ ■■■ MEMO■. ��..0■.�■■■■_—■■� MEMO■. �...�.�■■■■_—�■ • •I m - r� . �■■■■mmrl RE■■■■ MEMO■■ ®UMMMIEM mmil moll ®..o�..■■■_ems _ 0■■■. ■■■■�.�0■■■■ !! P DOOM■ ■■!.[7!®■■■■ �'� � MEMO■■_-�■■!��■�n■■_��® ®�■■ �Ml.O®M.■ NINE■ WIN MEMO■ ss■a�o¢-■.■ - es . ran Es I S-2 S NO SCAL VA W 7 0 I